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Home My WebLink About2100 Country Club Rd 17-3046 Warehouse AdditionCITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: 3Oy(o Documented Construction Value: $ 4 A Dy, JobAddress: 66V 6vlb R01- • Historic District: Yes No 9' Parcel ID: J " l L 0 /L ` 0000 Residential Commercial V Type of Work: New d Arddittion Alteration R pair Demo Change of Use Move Description of Work: Plan Review Contact Person: Title: Phone: ( 5 6JQJ Fax: 40l qKo6]1 Email: 1 C' Ne Irogro c e- a. co*, Prorrp'erty OwnerInformation Name M 6 km l Phone: + Zp Street: PO Resident of property? : QLA 1 dV 1E4/'- City, State Zip: Contractor Information Name J 1t n \ i Phone: 4y1 Street: .?{LIMMQ,lt; e C Fax: c 7 7 City, State Zip: _ 27 State License No.: rchitect/Engineer Information Name: S Phone: 4 l -_67 Street: 7'+ y Fax: I City, St, Zip: ' EL 3 20 E-mail: Bonding Company: P J atgL Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment ofa plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. be done Print VIT: I certify that all of the foregoing information is accurate and that all work will De with all applicable laws regulating construction and fining. 10 I u;l Kgnature ofContractor4ot G" —Date Print Contrxtor/Asent's ame ICI 1 el 1-7 S nature o otary-State o Florida Date Signiiture o Notary-Stateof Florida Mi Date CNRISTINA O NEAI NotaryPubOc-StateofFbrida y CHRISTINAO'NEAL ':•` CommissionlGG093343 z Notary Public - State of Florida MyCornaL Expires Apr 11, 2021 CommissionIGG093343 ." [iordedWOuylNufOntlNouryksr. MyComm Expires Apr11,2021 — •' I yCoNrougDNresA N 11 Known to Me or Contractor/Agent is ersonally Known toor Produced ID Type of TD Produced TD Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: // _A6' WASTE WATER: ENGINEERING: FIRE: COMMENTS: BUILDING: Revised: June 30, 2015 Permit Application D Job Address: h W Q Parcel ID: 0 5 1 OCT 16 2017 n.KA_ Type of Work: New Addition Description of Work: +V1w W Plan Review Contact Person: Phone: Z (n S Name Street: City, S NOOOP CITY OF SANFORD BUILDING & FIRE PREVENTION C/ PERMIT APPLICATION Application No: p Documented Construction Value: $ 40 A 0s( y 6V ' Historic District: Yes No Q' J IlL ` 0000 Residential Commercial [ 1/ Alteration R pair ElDemo Change of Use Move 1 -"e Joao Tide: Fax: 401 "1•KG6 Email: (, e in) 4ryCUcc. coA. ZT nformation Phone: - Zp Resident of property? : Q( A)&l etr' Contractor Information Z 1or Phone: 07 Name \ 4 Y JJA0-19lS 77 Street: O'M(Vf'" G1 Fax: City, State Zip: _ State License No.: (Ta (,I S rchitect/Engineer Information , r Name: blS Phone: 4 l __ 77 Street: 2j-4y Fax: City, St, Zip: 2ft E- mail: AIA' `(L'USl1 NI 61— M Bonding Company: nJ (l Mortgage Lender: Nome, omt , Address: Address: WARNING TOOWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner ofthe property ofthe requirements of Florida Lien Law, FS 713. The City of Sanford requires payment ofa plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AF DAVIT: I certify that all of the foregoing information is accurate and that all work will be done ih ¢b fiance with all applicable laws regulating construction and 7Aning. IOil H1l7 0tl 7a17Sign of A t D to gnaturc of Contraclorit (/ —Date T, Szmr Print Own gent'6 Name Print ConAtor/Agent's ame Itt 1 bl 1-7 oltry- State o Florida Date Signature ofiNotary-Slate ofFlorida ^•.,, Date CHRISTINAdNEAI 5itua '0 Notary Pubic -State of Florida CHRISTINA 0 NEAL = • ' ` Commission t GG 093343 Notary Public - State of Florida `;' My Comm. Expires Apr 11, 2021 CommissionIGG093343 My CommExpiresApr ll•2021 11 Known to Me or Contractor/Agent is ersonally Known to r Produced TD Type of TD Produced TD Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: r''1 -cC I 1-- I UTILITIES: ENGINEERING: " TL `k Z0_k1 FIRE: COMMENTS: Fire Alarm Permit: Yes No WASTE WATER: BUILDING: Revised: June 30, 2015 Permit Application Job Address: Parcel ID: Type of Work: New Addition Description of Work: Newew Plan Review Contact Person: Phone: 1 (n q1 S 6191 Name Street: City, S CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: t 7-3oy('a C Documented Construction Value: $ °1, y Historic District: Yes No 0000 Residential Commercial LJ' Alteration R#pair Demo Change of Use Move N wet taa2 ~ Title: Fax: 401 gKto0 1j Email: 71 l: lrv4Nc4e-CL. Cow nformation Phone: Resident of property? Contractor Information SNameJ \ ' Phone: 07 1 0, 7 Street: S eo mIV'?,Fax: 4.0-1 9 1 S (tq 7 City, State Zip: -Z - MWvv..2 State License No.: (,) S rchitect/Engineer Information Name: Phone: Street: 7,qL Fax: City, St, Zip: 2,E-mail: ' i ( i i t tow Bonding Company: (l Mortgage Lender: VI VAddress: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements ofFlorida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time ofpermit submittal. A copy ofthe executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AF AVIT: I certify that all of the foregoing information is accurate and that all work will be done Jh 61 Hance with all applicable laws regulating construction and ning. 1(7 Ihll7 loll k7 l T- D / t/ ni.— A Print Contractort M I W I S nature o otary-state o Florida Date SignIture 6TNotary-Slate ofFlorida` , p •.., Date CHRISTINA O'NEAL i * Notarypub ic- State oFFlorida orno- orCHRISTINAONEALCommissionlGG093343 Notary Public -State of Florida My Comm. Expires Apr11, 2021 Commisslon1GG093343My CommExpiresApr11, 2021 WedftstONAMIN 11 Known to Me or Contractor/Agent is ersonally Known to or Produced TD Type of TDProduced TD Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTEWATER: 1 d h7 -f ENGINEERING: FIRE: BUILDING: COMMENTS: Revised: June 30, 2015 Permit Application EXHIBIT A SUMMARY SHEET Bid log #: B16-1304 TFT - Blast Freezer Addition Project Name: Description: QTY. Unit., Unit Price: Subtotal. - DESIGN Commission Ovil, Structural and Aritechtural Design 1 LS 56,825.00 56,825.00 PERMITTING Submit For and Obtain construction Permit from local Municipality 4 60,000.00 60,000.00 SITE WORK MOBILIZATION Mobilization 1 LS 5,000.00 5,000.00 DEMOLITION 1 LS 12,000.00 12,000.00 TEMPORARY EROSION CONTROL Silt Fence 420 LF 1.75 735.00 CONSTRUCTION ENTRANCE 25' X 30' X 1' 1 EA 2,840.00 2,840.00 LAYOUT Layout Site 1 LS 1,850.00 1,850.00 DIRTWORK 210' x 45' 210' x 4S' 1 LS 36,125.00 36,125.00 SEEDING Seeding/Sod 5,000 SF 0.50 2,500.00 WALL FOOTINGS & SPREAD FOOTINGS 280' x 2' x 1.5' -1'-0" TOF 480 LF 67.00 32,158.63 24 Ea with Integral piers 24 EA 2,800.00 67,200.00 STEM WALL 480' x .67' xS' 2,400 SF 30.08 72,180.00 BACK FILL 200' x 40' x 2' x 15% Compaction 681 CY 50.00 34,050.00 3" MUD SLAB 200' x 40' x 3" 8000 SF 4.44 35,500.00 FREEZER SLAB 6" INSULATION 200' x 40' x 6" 8000 SF 5.96 47,680.00 FINISH SLAB 200' x 40' x 6" 8000 SF 6.91 55,240.00 Structural Steel Frames Plus Mech Load 200' x 40' 80001 SF 58.901$ 471 189.00 EXHIBIT A SUMMARY SHEET Bid log #: B16-1304 TFT - Blast Freezer Addition Project Name: Description: QTY. Unit: Unit Price: Subtotal: CMU PENETRATIONS 6' x 8' x 6 EA 4 EA 850.00 5 3,400.00 INSULATED OVERHEAD DOORS 6' x 8' x 4 EA 4 EA 5 5,600.00 22,400.00 INSULATED MAN DOORS 1 EA S 4,900.00 S 4,900.00 Subtotal S 27,300.00 STEEL BOLLARDS 10 EA S 450.00 S 4,500.00 TPO ROOFING Roof furnish and install by All-Tite 8000 LS 58,600.00 Subtotal 8000 SF 7.33 S 58,600.00 REFRIGERATION 1 LS 565,S00.00 S 565,S00.00 Add for 4 Fin/Inch 1 LS S,850.00 S 5,8S0.00 ELECTRICAL 1 LS 195,350.00 S 195,350.00 ATS/Backup Assembly 1 LS S8,457.00 58,457.00 PLUMBING 1920 LF 10.00 S 19,200.00 FIRE SPRINKLER 1 LS 37,000.00 S 37,000.00 PROJECT TOTAL 1,968,229.63 CONSTRUCTION FEES 236187.S6 GRAND TOTAL S 2 204 417.19 BREAKO DESIGN 56,825.00 SHELL 970,047.63 REFRIGERATION 571,350.00 ELECTRICAL 19S,350.00 ATS/Backup Assembly 58,457.00 PLUMBING 19,200.00 FIRE SPRINKLER 37,000.00 PERMIT 60,000.00 BREAK OUT TOTAL 1,968,229.63 CONSTRUCTION FEES 236,187.S6 IB'.ROE-4AKtO:U1TiGRIA2N' TiOTAI E 2 2'0:4!_4F1`7h1 9) COUNTY OF SEMINOLEIMPACTFEESTATEMENT STATEMENT NUMBER: 171 0007 DATE: October 25, 2017 BUILDING APPLICATION : 17.10000765 BUILDING PERMIT NUMBER: 17.10000765 y' UNIT ADDRESS: COUNTRY CLUB RD 2100 35.19-30.300.032C-0000 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP; RNG: SUP: PARCEL: SUBDIVISION: TRACT: PLAT BOOK: PLAT BOOK PAGE: BLOCK: LOT: OWNER HAMS: ADDRESS: APPLICANT NAME: MG REAL ESTATE LLC ADDRESS: 2100 COUNTRY CLUB RD SANFORD FL 32772 LAND USE: STORAGE TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: A1DDDEDOFEEZEERr AND C LDSTOOCOUNTRAGE TOTAL SO.D FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPEDISTSCHEDRATEUNITSTYPEALS ROWaCO -WIDE ORD housingg- 358.00 11.200 10009aft 4,009.60 ROADS•COLLECTORS N/A Warehousing- 00 .000 100098ft FIRERESCUEN/A 00 LIBRARY N/A 00 SCHOOLS N/A 00 PARKS N/A 00 LAW ENFORCE N/A 00 DRAINAGE N/A 00 00 AMOUNT DUE 4,009:60 STATEMENT RECEIVEDBY: SIGNATURE: PLEASE PRINT NAME) DATE: NOTE TO RECEIVING SIGNATORY/APPLICANT• FAILURE TO NOTIFY OWNER AND ENSURETIMELYPAYMENTMAYRESULTINYOURLIABILITYFORTHEFEE. ••• DISTRIBUTION: I-BLDG DEPT 3-APPLICANT 2•FINANCE 4-LAND MANAGEMENT NOTE•• EINLACNYIA, FIE/E,IB/EETTHESMOEOUTRODFR/RSCUESTATEMENT ANDORDUCAIONALL ISSUANCEOFABUILDINGPERMIT. PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE APPLICANT, OR OWNER, TO APPEAL THE CALCULATIONOFANYOFTHEABOVEMENTIONEDIMPACTFEESDAYSOFEXERCISEDDATENABOVEjjUTINNOTLAATERTHANCERTIFICATEOFOCCUPANCYOROCCUPANCY. THE REQDVEST FOR REVIEW COPIESOFRULES GOVERNINGREQUIREMENTS MAYBEBE PICKED UP, OR REQUESTED, FROM THE PLAN IMPLEMENTATTION OFFICE: 1101EASTFIRSTSTREET, SANFORD FL, 32771; 407.665.7356. PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREETSANFORD, FL 32771 PAYMENT SHOULD BEBYCHECKOR MONEY ORDER AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER ATTHETOPLEFTOFTHISSTATEMENT. THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT... ISSUED WITHIN 60 CALENDAR DAYS OFTHERECEIVINGSIGNATUREDATEABOVEDETAILOFCALCULATIONAVAILABLEUPONREQUEST. CALL 407.665.7356. P A ' D M No. y37y 0 177 I.Ad. 4374 Ironrock Commercial Construction, LLC 63-5541631 115COMCommerce St Lake Mwy' FL 32748 1 /11201740?-91,6676 — PAY TOTHE Seminole County Builing Dept $ —4,009.60 ORDER OF Four Thousand Nine and 60/100----*--'---'— DOLLARS Seminole County Building Dept Jt Building Permit # 17-10000765 j"0043?L."' 1:063105544I: 07 606 ?I'- LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs Date: 2 I — I hereby name and appoint: aQf Q an agent of: -T-kt(1 `c C=MQIrC tC._I C-clf1SA- L Namc of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): f: The specific ermit and application for work located at: D & 17 -Z17e 0,7/d0 c,hh v f.0 1Z ,3L77 / Street Address) Expiration Date for This Limited Power of Attorney: /V /4 License Holder Name: State License Number; Signature of License F STATE OF FLORIDA COUNTY OF F ItJur The foregoing instrument was acknowledged before me this Otloday of 1 200= , by x n :- Q who is ersonall known to me or o who has produced as identification and who did (did not) take an oath. Signature Notary Seal) CHRISTINAONEAI Notary Public - State of Florida Commission a GG 093343 vwAAy Comm. Expires Apr 11, 20121 Londedtlrou9hN tldWNourybsn Rev. 08.12) iAs'{ Ixl &J ' Ke iLPrint or type name Notary Public - State of R0&1- Commission No. C-tr, (33`L3 My Commission Expires: 4 THIS INSTRUMENT PREPARED BY: Name: 2=Glor Address: NOTICE OF COMMENCEMENT Stale of Florida County of Seminole 1111111111111111 till1111GRANTMALOY, SEMINOLE COUNTYCLERKOFCIRCUITCOURTSK9035P, 600 (1Pss) b COMPTROLLERCLERY,'S : 2017122909RECORDED12/06/2017 03:18:14 PMRECORDINGFEESSifj,rjoRECORDEDBYhdevore Permit Number: 17-3046 Parcel lD Number _ _ 35-19-30-300-032C-0000 The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance withChapter713, Florida Statute*, the folbwing trdormstion is provided In this Notice of Commencement. DESCRIPTION OF PROPERTY: (Legal description 01 the property and street address If available) 2100 Country u110610, banfora. GENERAL DESCRIPTION OF IMPROVEMENT: OWNER INFORMATION: Name: MG Real Estate Address: _2100 Country Club Road, Salford FL 32771 Fee Simple TRte Nolder (ifother than owner) Name: None Address: CONTRACTOR: Name: lronrock Commercial Construction, LLC Address: 11 S Commerce Street, Lake Mary, FL 32746 Persons within the State of F orlda Designated by Owner upon whom notice or other documents may be servedasprovidedbysection713.13(1)(b). Fbrfde etalubs• Name: None Address: In addition to hbnself. Owner Designates Section 713,13(1)(b), Florida Statutes. of To recehe a Copy of the UNW$ Notice as Provided in Expiration Date of NoticeofComnNncemsnt (Theexpiration dab Is 1 yearfrom data ofrecording unless adifferentdatebspecilod) W/ARMG TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OFCOMMENCEMENTARECONSIDEREDIMPROPERPAYMENTSUNDERCHAPTER713, PART I, SECTION 713.13. FLORIDA STATUTES, AND CAN RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. ANOTICEOFCOMMENCEMENTMUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEYBEFORECOMMENCINGWORKORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties of perjury, I declare that 1 have read the foregoing and that the facts stated in it are truetothebestofmy "edge and belief. 4 Y /y/cf{AfiC M GrL/9R,0 tArw. slmrrsen - taerere PAnnd Pas" FbrNe StAft 717.1311xg): • The "Mmuttsigneu aotka doemmenoem M and no om ebemy be I - 11,d to50 a MsortmaeW r stab of County or . The fongotng Instrument was.clmoMrladd be M me tnb C C day of / 7 Io by Nann of person ru .q a,t.,n.rn Who Is personally known to me OR who hat produced WsntMcau" type of IderlNRretlon produced: t9J rl Notary PubliC State of Florida r Wilma Alvarez d MY Commission FF 086647 Y Sgmtun er w Expires 02foU2o18 / 4 CITY OF SANFORD BUILDING & FIRE PREVENTION PERMIT APPLICATION D FEB 11 201 Bldg. Permit #17-3046 Application No: Documented Construction Value: $ 8,300.00 Job Address: 2100 COUNTRY CLUB RD Historic District: Yes No Fal 35-19-30-300-032C-0000 Parcel ID: Residential Commercial Q Type of Work: New El Addition Alteration Repair Demo Change of Use Move Description of Work:Add sub system from existing wet sprinkler system to new ceiling in cool down rooms. (22 sprinkler heads) Plan Review Contact Person: Scott Green Title: Project Manager Phone: 321-445-2223 Fax: 407-656-8026 Email: permitting®waynefire. com Property Owner Information Name MG" REAL ESTATE LLC Street: PO BOX 1509 City, State Zip: SANFORD, FL 32772 Name Phone: Resident of property? v Contractor Information Wayne Automatic Fire Sprinklers, Inc Phone: 407- 798-7598 Street: 222 Capitol Court Fax: 407-656-8026 City, State Zip: Ocoee, FL 34761 State License No.: FPC14-000057 Architect/ Engineer Information Name: N/A Street: City, St, Zip: Bonding Company: N/A Address: Phone: Fax: E- mail: Mortgage Lender: Address: VN WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMEN"T MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTENT) TO OBTAIN FINANCING, CONSULT WI-1-1-1 YOUR LENDER OR AN ATTORNEY 13EFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 5" E diti (2014) Florida Building Code Revised: June 30, 2015 y0- t Application 1W NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. {', The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current [CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be clone in compliance with all applicable laws regulating construction and coning. Signature of Owner/Agent Date Print t Avner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID K 1 Signature ofContractor/Agent Date Robert Dewar PnrnLContractor/Agent's Name F"r10 RUTH A. MCCULLOCH MY COMMISSION # FF 066550 EXPIRES: February 26, 2016 Contractor/Agent is " Personally Known to Me or 1roduced I D Type of I D BELOW IS FOR OFFICE USE ONLY Pert -nits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Min. Occupancy Load: New Construction: Electric - # of Amps Flood Zone: of Stories: Plumbing - # of Fixtures Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: COMMENTS: FIRE: BUILDING: Revisrd: June 30, 2015 Peimil Application DATE: BUSINESS/PROJECT NAME: ADDRESS: CONTACT I CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.689.5051 PERMIT NUMBER: 1 7 —3d ` PLAN REVIEW INFORMATION CONSTRUCTION [ )C/O [) FIRE ALARM [) FIRE SPRINKLER [ ] HOOD [ )PAINT BOOTH []TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO TOTAL FEES: 7-,5 .m I-,4 TH13 INSTRUMENT PREPARED BY: Name. Contra of Address: NOTICE OF COMMENCEMENT State of Florida County of Seminole GRANT IMALOY!'SEMI'MOLE II II'NI/ I Ifl lf CLERK OF CIRCUIT COUFITY 89 903S Fs 600 (1p95 T b COMPTROLLERCLERY'S v 1017122909ECORDIIEE/1G3'08i14FMRNGS$jv RECORDEDByhdevorAou -C% yJr,& Permit Number. 17-3046 Parcel ID Number. 35-19-30-300-032C-0000 The undersigned hereby gives notice that Improvemenl will be made to certain red property. and in accordance with Cnapler 713. Florida Slelutes, thefollowing Information is provided in Ws Notoe of Commencement, DESCRIPTION OFPROPERTY: (Legal description of the property and street address It available) id"I UV Country u oa an or , V tNtKAL UESCRIPMON OF IMPROVEMENT: OWNER INFORMATION: Name: MG Real Estate Address: 2100 Country Club Road Sanford FL 32771 Fee Simple Title Holder ( d other than owner) Name., None Address: CONTRACTOR: Name: IrOnrod( Commercial Construction, LLC Address: 11 S Commerce Street, Lake Mary, FL 32746 Persons within the We of Florida Designated by Owner upon whom notice or other documents may be served as pmvlded by Section713.13(1)(b), Florida Statutes. Name: None Address: In addition to hIrnW1. Owner Designates r Section ?I3.13(1)( b), Florida Slatutes, To receive s copy of the Uenore Notice as Provided in Expiration Date of Notice of commencement (The expiration data Is 1 year from date of recordlit unless s different data Is speclned) YVARN/NG TO OWNER ANY PAYMENTS MADE BY THE OWNER AFTER THE EXPIRATION OF THE NOTICE OF COMMENCEMENT ARE CONSIDERED IMPROPERPAYMENTSUNDERCHAPTER713, PART 1, SECTION 713.13, FLORIDA STATUTES, AND CANRESULTINYOURPAYINGTWICEFORIMPROVEMENTSTOYOURPROPERTY, A NOTICE OF COMMENCEMENT MUSTBERECORDEDANDPOSTEDONTHEJOBSITEBEFORETHEFIRSTINSPECTION. IF YOU INTENDTOOBTAINFINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE COMMENCING WORK ORRECORDINGYOURNOTICEOFCOMMENCEMENT. Under penalties of perjury, I declare thatI have read the foregoing and that the facts stated In It are true to the best ofmykowledgeandbelief. 41- 1y eH,4 EL C14' of& oww—q samara OwrmwanesNam. I "& StaoAa I I3.13(1)(a): ` tin,~ muA Aar Ile "000 of awrvrrercemirrt anri no orw also may bepmnk w brear w Nsor her rnao.' State of / (' county of .- A{ iy 7 The foregoing instrument was acknowledged before mo this day of i . )-)6 i ,20 / by i% %/! /1 i( (` Z (:) Who Is Personally known to ms Ll Noma of anon maneAarerrrORwhohasproduced ldsnUflcatlon typo of Identification produced: Notary Public State a Florida MY Wil ma Aivarez eFF 086647Exwros02M512ote J _ 4` N WAYN E Automatic Fire Sprinklers, Inc. CHANGE ORDER 577324 Wayne Automatic Fire Sprinklers 222 Capitol Ct Ocoee, FL 34761-3019 USA BILL TO COMPANY Ironrock Commercial Construction, LOCATION: COMPANY The Fathers Table Blast Freezer DATE November 8, 2017 ADDRESS 115 Commerce St. ADDRESS 2100 Country Club Road EXPIRYDATE December 8, 2017 SALES REP Derek S Gokey Lake Mary, FL 32746 Sanford, FL 32771 PHONE (407)656-3030 EXT 1508 CONTACT James Capo CONTACT EMAIL dgokey@waynefire.corn PHONE (407)915.6676 FAX: PHONE FAX: SCOPEOF WORK: This quote includes labor, material, design and permit submital for WAFS to: Add sub system in cool down room for new ceiling being added, this will include new branch lines and feed main for new pendent heads. Quote based on plans and field survey. Materials and Labor: ................................................. Exclusions: The following are not Included In this proposal: Posting, scheduling or conducting a "fire watch" due to fire system impairment(s). Any shut down fees associated with the scope of work. Damage incurred from lack of integrity of existing components. Concrete/Pavement/Wall - Cutting, Removing, Patching or Painting. Painting or priming of pipe. Insulation of pipe or components - unless otherwise noted. Wiring of electrical devices. Asbestos Removal. Water quality or Adequacy of Water Supply. Design work / hydraulic calculations / permitting fees - unless otherwise noted. Additional backgrounds and design if CAD files are not provided. 3DBIM design and coordination - unless otherwise noted. Centering of sprinkler heads in tiles - unless otherwise noted. Any added requests made by the AHJ. NOTE: Buyer is aware that there may be a delay in installation due to local AHJ Review/Permitting Timelines. Overtime or night work - unless otherwise noted. Scheduling with tenants for unit access - unless otherwise noted. NOTE: Buyer is to schedule access with tenants - unless otherwise noted. Any repairs not included in scope above. PLEASE FAX ALL PAGES TO (407) 656-8026. ACCEPTED: The above prices and specifications of this Change Order Buyer are satisfactory and are hereby accepted. All work to be performed under Buyer same terms and conditions as specked in original contract unless Signature: otherwise stipulated. Date: Corporate Office Tampa Fort Myers Pompano Jacksonville 8,300.00 SUBTOTAL: TAXES: TOTAL: U North Carolina 0.00 222 Capitol Court 3226 Cherry Palm Dr. 4683 Laredo Ave. 3121 NW 16th Ten. 11326 Distribution Ave. W. 4370 Motorsport Dr. Ocoee, FL 34761 Tampa, FL 33619 Ft Myers, FL 33905 Pompano Beach, FL 33064 Jacksonville, FL 32256 Concord, NC 28027 Phone:407-656-3030 Phone:813-630-0303 Phone:239.4333030 Phone:9S4-017-3030 Phone:904-2683030 Phone:704-782-3032 Alabama A-0457 Florida EF20001320 Georgia LVA205941 North Carolina 29611-SP-FA/LV South Carolina FAC.3385 RAGE 1 OF 1 Printed: 11/W17 LETTER OF TRANSMITTAL To: CITY OF SANFORD 300 N. PARK AVENUE SANFORD, FL 32772 ENCLOSED YOU WILL FIND: JOB NO. 88278 DATE: 2/19/18 RE: The Fathers Table Cool Down Room ATTENTION: PLANS REVIEW COPIES DATE DESCRIPTION 3 FIRE SPRINKLER PLANS 3 HYDRAULIC CALCS & MATERIAL SUBMITTAL DATA 1 PERMIT APPLICATION 1 COPY OF SIGNED QUOTE ,,L NBC 1 APPLICATION FEE X_For approval For your use As requested _X_For review and comment REMARKS: PLEASE RETURN (2) SETS WITH YOUR SEAL OF APPROVAL AND/OR COMMENTS. PLEASE CALL 407-877-5557 WHEN PERMIT IS READY AND GIVE AMOUNT. Signed: Ruth McCulloch HYDRAULIC CALCULATIONS FIRE SPRINKLER PRODUCT DATA SUBMITTAL For The Father's Table Cool Down WAFS #88278 P'an,S Rece FE8.21"'4 BY Fire D11 2100 COUNTRY CLUB RD. SANFORD, FLORIDA Reviewed B Iim92 aM &A anfor Date: WAYNE AUTOMATIC FIRE SPRINKLERS, INC. 222 CAPITOL COURT - OCOEE, FL 34761 TEL (407) 656-3030 or FAX (407) 656-8026 E Automatic Fire Sprinklers, Inc. Hydraulic Calculations Wayne Automatic Fire Sprinklers, Inc. 222 Capitol Court Ocoee, FL 34761 407-656-3030 Job Name The Fathers Table Cool Down Sheet Number FP1 Location 2100 COUNTRY CLUB RD., SANFORD FL. 32771 Design Area DA#1 Contract 88278 Data File Fathers Table DA#1-COOL DOWN ONLY.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Wayne Automatic The Fathers Table Cool Down HYDRAULIC CALCULATIONS for Project name: The Fathers Table Cool Down Location: 2100 COUNTRY CLUB RD., SANFORD FL. 32771 Drawing no: FP1 Date: 2-7-18 Design Remote area number. DA#1 Remote area location: COOL DOWN ROOM Occupancy classification: OHII Density. .2 - Gpm/SgFt Area of application: 1138 - SgFt Coverage per sprinkler. 126 - SgFt Type of sprinklers calculated. TYCO TY323 TY-FRB CHROME PENDENT No. of sprinklers calculated. 11 In -rack demand. - GPM Hose streams: 250 - GPM Total water required (including hose streams): 540.6 - GPM @ 101.4 - Psi Type of system: 13 WET Volume of dry or preaction system: - Gal Water supply information Date: 1-9-18 Location: FIRE PUMP ON SITE Source: WAFS Name of contractor: Wayne Automatic Address: Fire Sprinklers, Inc. / 222 Capitol Court / Ocoee, FL 34761 Phone number: 3214452223 Name of designer. SCOTT GREEN Authority having jurisdiction: CITY OF SANFORD Notes: (Include peaking information for gridded systems here.) Page 1 Date Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve C Wayne Automatic The Fathers Table Cool Down 180 168 156 p 144 R 132 E 120 S 108 S 96 U84 R 72 E 60 48 36 24 12 P1 D3 Pump Data: P1 - Pump Chum Pressure 155 P2 - Pump Rated Pressure 110 P2 - Pump Rated Flow 1265 P3 - Pump Pressure @ Max Flow 80 P3 - Pump Max Flow 1584 P2 200 400 600 800 1000 1200 1400 1600 FLOW (NA1.85) Page 2 Date Demand: D1 - Elevation 7.326 D2 - System Flow 290.659 D2 - S stem Pressure 101.457 Hose ( Demand ) 250 D3 - System Demand 540.659 Safety Margin 43.926 1800 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Used Summary Wayne Automatic Page 3 The Fathers Table Cool Down Date Fitting Legend Abbrev. Name % 3/4 1 1'/. 1'% 2 2A 3 3'% 4 5 6 8 10 12 14 16 18 20 24 A Generic Alarm Valve 0 0 0 0 0 0 7.7 21.5 0 17 17 27 29 0 0 0 0 0 0 0 B Generic Butterfly Valve 0 0 2.25 2 2.5 2.25 7 10 0 12 9 10 12 19 21 0 0 0 0 0 G Generic Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 1 • Tyco Fig 210 Grvd 90 0 0 0 1.9 2.3 3.2 3.9 4.9 0 6.5 8.2 9.9 13.1 16.5 19.9 J ' Tyco Fig 219 Tee Branch 0 0 0 4.8 5.8 8 9.8 12.2 0 16.3 20.5 24.8 32.8 41.3 49.7 s Generic Swing Check Viv 4 5 5 7 9 11 14 16 19 22 27 32 45 55 65 76 87 98 109 130 T 90' Flow Thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 Z Generic Flow Switch 2 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with `. The fittings marked with a ' show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a ` will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD Wayne Automatic The Fathers Table Cool Down Page 4 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 1A 19.916 5.6 15.39 na 21.97 0.2 90 7.0 2A 19.916 5.6 15.56 na 22.09 0.2 90 7.0 3A 19.916 5.6 16.05 na 22.44 0.2 102 7.0 4A 19.916 5.6 17.58 na 23.48 0.2 114 7.0 5A 19.916 5.6 20.25 na 25.2 0.2 126 7.0 6A 19.916 5.6 25.47 na 28.26 0.2 126 7.0 7A 19.916 5.6 24.91 na 27.95 0.2 90 7.0 8A 19.916 5.6 25.12 na 28.07 0.2 102 7.0 9A 19.916 5.6 26.23 na 28.68 0.2 114 7.0 10A 19.916 5.6 28.63 na 29.96 0.2 126 7.0 11A 19.916 5.6 33.81 na 32.56 0.2 126 7.0 1 22.25 15.45 na 2 22.25 15.63 na 3 22.25 16.15 na 4 22.25 17.78 na 5 22.25 20.62 na 6 22.25 26.17 na 7 22.25 25.57 na 8 22.25 25.8 na 9 22.25 26.98 na 10 22.25 29.52 na 11 22.25 35.02 na 100 22.25 39.37 na 101 22.25 48.88 na 102 24.25 89.29 na TOR 24.25 90.07 na BOR 3.0 99.5 na 250.0 PO 3.0 101.46 na The maximum velocity is 50.72 and it occurs in the pipe between nodes 101 and 102 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic Page 5 The Fathers Table Cool Down Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. coo or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn HEADS 1 A 21.97 1.083 T 5.84 2.250 15.388 K Factor = 5.60 to 120.0 0.0 5.840 1.011 1 21.97 0.1325 0.0 8.090 1.072 Vel = 7.65 0.0 21.97 15.449 K Factor = 5.59 2A 22.09 1.083 T 5.84 2.250 15.561 K Factor = 5.60 to 120.0 0.0 5.840 1.011 2 22.09 0.1339 0.0 8.090 1.083 Vel = 7.69 0.0 22.09 15.633 K Factor = 5.59 3A 22.44 1.083 T 5.84 2.250 16.050 K Factor = 5.60 to 120.0 0.0 5.840 1.011 3 22.44 0.1378 0.0 8.090 1.115 Vel = 7.82 0.0 22.44 16.154 K Factor = 5.58 4A 23.48 1.083 T 5.84 2.250 17.577 K Factor = 5.60 to 120.0 0.0 5.840 1.011 4 23.48 0.1499 0.0 8.090 1.213 Vel = 8.18 0.0 23.48 17.779 K Factor = 5.57 5A 25.20 1.083 T 5.84 2.250 20.250 K Factor = 5.60 to 120.0 0.0 5.840 1.011 5 25.2 0.1708 0.0 8.090 1.382 Vel = 8.78 0.0 25.20 20.621 K Factor = 5.55 6A 28.26 1.083 T 5.84 2.250 25.468 K Factor = 5.60 to 120.0 0.0 5.840 1.011 6 28.26 0.2112 0.0 8.090 1.709 Vel = 9.84 0.0 28.26 26.166 K Factor = 5.52 7A 27.95 1.083 T 5.84 2.250 24.910 K Factor = 5.60 to 120.0 0.0 5.840 1.011 7 27.95 0.2069 0.0 8.090 1.674 Vel = 9.73 0.0 27.95 25.573 K Factor = 5.53 8A 28.07 1.083 T 5.84 2.250 25.121 K Factor = 5.60 to 120.0 0.0 5.840 1.011 8 28.07 0.2085 0.0 8.090 1.687 Vel = 9.78 0.0 28.07 25.797 K Factor = 5.53 9A 28.68 1.083 T 5.84 2.250 26.235 K Factor = 5.60 to 120.0 0.0 5.840 1.011 9 28.68 0.2171 0.0 8.090 1.756 Vel = 9.99 0.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic The Fathers Table Cool Down Page 6 Date Hyd. Oa Dia. Fitting Pipe Pt Pt Ref. loc.. or Ftng's Pe Pv """` Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 28.68 26.980 K Factor = 5.52 10A 29.96 1.083 T 5.84 2.250 28.629 K Factor = 5.60 to 120.0 0.0 5.840 1.011 10 29.96 0.2354 0.0 8.090 1.904 Vel = 10.43 0.0 29.96 29.522 K Factor = 5.51 11 A 32.56 1.083 T 5.84 2.250 33.812 K Factor = 5.60 to 120.0 0.0 5.840 1.011 11 32.56 0.2745 0.0 8.090 2.221 Vel = 11.34 0.0 32.56 35.022 K Factor = 5.50 LINES 1 21.97 1.53 0.0 7.500 15.449 to 120.0 0.0 0.0 0.0 2 21.97 0.0245 0.0 7.500 0.184 Vel = 3.83 2 22.09 1.53 0.0 5.833 15.633 to 120.0 0.0 0.0 0.0 3 44.06 0.0893 0.0 5.833 0.521 Vel = 7.69 3 22.43 1.53 0.0 8.500 16.154 to 120.0 0.0 0.0 0.0 4 66.49 0.1912 0.0 8.500 1.625 Vel = 11.60 4 23.48 1.53 0.0 8.500 17.779 to 120.0 0.0 0.0 0.0 5 89.97 0.3344 0.0 8.500 2.842 Vel = 15.70 5 25.20 1.53 0.0 10.500 20.621 to 120.0 0.0 0.0 0.0 6 115.17 0.5281 0.0 10.500 5.545 Vel = 20.10 6 28.26 1.53 T 9.917 6.750 26.166 to 120.0 0.0 9.917 0.0 100 143.43 0.7925 0.0 16.667 13.209 Val = 25.03 0.0 143.43 39.375 K Factor = 22.86 7 27.95 1.53 0.0 5.833 25.573 to 120.0 0.0 0.0 0.0 8 27.95 0.0384 0.0 5.833 0.224 Vel = 4.88 8 28.07 1.53 0.0 8.500 25.797 to 120.0 0.0 0.0 0.0 9 56.02 0.1392 0.0 8.500 1.183 Vel = 9.78 9 28.68 1.53 0.0 8.500 26.980 to 120.0 0.0 0.0 0.0 10 84.7 0.2991 0.0 8.500 2.542 Vel = 14.78 10 29.96 1.53 0.0 10.500 29.522 to 120.0 0.0 0.0 0.0 11 114.66 0.5238 0.0 10.500 5.500 Vel = 20.01 11 32.57 1.53 T 9.917 6.750 35.022 to 120.0 0.0 9.917 0.0 101 147.23 0.8318 0.0 16.667 13.863 Vel = 25.69 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen -Williams Wayne Automatic The Fathers Table Cool Down Page 7 Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. C" or Ftng's Pe Pv Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 147.23 48.885 K Factor = 21.06 MAINS 100 143.43 1.53 0.0 12.000 39.375 to 120.0 0.0 0.0 0.0 101 143.43 0.7925 0.0 12.000 9.510 Vel = 25.03 101 147.23 1.53 21 3.8 5.500 48.885 to 120.0 J 4.8 8.600 0.866 102 290.66 2.9272 0.0 14.100 41.274 Vel = 50.72 102 0.0 6.357 21 19.8 217.082 89.293 to 120.0 T 37.72 57.520 0.0 TOR 290.66 0.0028 0.0 274.602 0.781 Vel = 2.94 TOR 0.0 6.357 A 33.948 21.250 90.074 to 120.0 Z 17.603 55.323 9.203 BOR 290.66 0.0029 G 3.772 76.573 0.219 Vel = 2.94 BOR 250.00 6.357 B 12.573 15.000 99.496 Qa = 250 to 120.0 4T 150.881 203.689 0.0 PO 540.66 0.0090 S 40.235 218.689 1.961 Vel = 5.47 0.0 540.66 101.457 K Factor = 53.68 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 CO Worldwide www.tyco-fire.com Contacts Series TY-FRB, 5.6 K-factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage General Description The TYCO Series TY FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers described in this data sheet are quick response, standard coverage, decorative 3 mm glass bulb -type spray sprinklers designed for use in light or ordinary hazard, commercial occupan- cies such as banks, hotels, and shop- ping malls. The recessed version of the Series TY- FRB Pendent Sprinkler, where applica- ble, is intended for use in areas with a finished ceiling. This recessed pendent sprinkler uses one of the following: A two-piece Style 15 Recessed Escutcheon with recessed adjust- ment up to 5/8 inch (15,9 mm) from the flush pendent position. A two-piece Style 20 Recessed Escutcheon with recessed adjust- ment up to 1/2 inch (12,7 mm) from the flush pendent position. The adjustment provided by the Recessed Escutcheon reduces the accuracy to which the fixed pipe drops to the sprinklers must be cut. Intermediate level versions of Series TY FRB Sprinklers are described in Technical Data Sheet TFP357. Sprin- kler guards and shields are described in Technical Data Sheet TFP780. IMPORTANT Always refer to Technical Data Sheet TFP700 for the "INSTALLER WARNING" that provides cautions with respect to handling and Installation of sprinkler systems and components. Improper handling and installation can permanently damage a sprinkler system or Its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. CEM The TYCO Series TY-FRB Sprinklers described herein must be installed and maintained in compliance with this doc- ument, as well as with the applicable standards of the National Fire Protec- tion Association, in addition to the stan- dards of any other authorities having jurisdiction. Failure to do so may impair the performance of these devices. The owner is responsible for maintain- ing their fire protection system and devices in proper operating condition. The installing contractor or sprinkler manufacturer should be contacted with any questions. Sprinkler Identification Number (SIN) TY313 ....... Upright 5.6K, 1/2-NPT TY323 ...... Pendent 5.6K, 1/2- NPT Technical Data Approvals UL and C-UL Listed FM and VdS Approved CE Certified Maximum Working Pressure 175 psi (12.1 bar) 250 psi (17.2 bar)' The maximum working pressure of 250 psi 17.2 bar) only applies to the listing by Un- derwriters Laboratories, Inc. (UL)• Discharge Coefficient K=5.6 GPM/psi'/2 (80,6 LPM/barl/2) Temperature Rating 135°F (57°C) 155°F (68°C) 175-F(79"C) 200°F (93°C) 286°F (141°C) Finishes Sprinkler: Natural Brass, Chrome Plated, Pure White (RAL 9010) and Signal White (RAL 9003). Recessed Escutcheon: White Coated, Chrome Plated, or Brass Plated Physical Characteristics Frame ................... Bronze Button..............Brass/Copper Sealing Assembly ......... Stainless Steel w/TEFLON Bulb ......................Glass Compression Screw........ Bronze Deflector ................. Bronze Page 1 of 4 JANUARY 2013 TFP172 TFP172 Page 2 of 4 Components: * Temperature rating is ** Pipe thread connections per ISO 7-11 - Frame 4 - Bulb indicated on Deflectorcan be provided on special request. 2 - Button 5 - Compression STYLE 15 or 20 3 - Sealing Screw ESCUTCHEON PLATE 1/2' 7/16' (11,1 mm) RECESSED Assembly 6 - Deflector* DEFLECTOR* SEATING SURFACE NPT** NOMINAL MAKE -IN ESCUTCHEON 6WN * I 5 7/1 m 11,1 mm) 4 NOMINAL 2' I I MAKE - IN (50,8 mm) 2 2• 1-3/8' 3 ( 50, 8 mm) (34,9 mm) WRENCH FLATS 1 1/ 2 NPT** DEFLECTOR * 2-7/8' (73,0 mm) DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT FIGURE 1 SERIES TY-FRB UPRIGHT (TY313) AND PENDENT (M23) SPRINKLERS 5. 6 K-FACTOR, 112 INCH NPT, QUICK RESPONSE WRENCH RECESS USE ONLY 6eX1END - A-) FIGURE 2 W- TYPE 6 SPRINKLER WRENCH WRENCH RECESS 4 t PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH SPRINKLER WRENCHING AREA FIGURE 3 W- TYPE 7 RECESSED SPRINKLER WRENCH Operation The glass bulb contains a fluid which expands when exposed to heat. When the rated temperature is reached, the fluid expands sufficiently to shatter the glass bulb, allowing the sprinkler to activate and water to flow. Design Criteria The TYCO Series TY FRB, 5.6 K-factor, Upright ( TY313) and Pendent (fY323) Sprinklers are intended for fire protec- tion systems designed in accordance with the standard installation rules rec- ognized by the applicable Listing or Approval agency (such as, UL Listing is based on the requirements of NFPA 13, and FM Approval is based on the requirements of FM's Loss Prevention Data Sheets). Only the Style 15 or Style 20 Recessed Escutcheon is to be used for recessed pendent installations. Installation The TYCO Series TY FRB, 5.6 K-factor, Upright ( TY313) and Pendent (fY323) Sprinklers must be installed in accor- dance with this section. General Instructions Do not install any bulb -type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter of the air bubble is approximately 1/16 inch ( 1,6 mm) for the 135°F (57°C) and 3/ 32 inch (2,4 mm) for the 286°F (141°C) temperature ratings. A leak -tight 1/2 inch NPT sprinkler joint should be obtained by applying a min- imum to maximum torque of 7 to 14 ft.- lbs. (9,5 to 19,0 Nm). Higher levels of torque can distort the sprinkler Inlet with consequent leakage or impairment of the sprinkler. Do not attempt to compensate for insufficient adjustment in the Escutch- eon Plate by under- or over -tightening the sprinkler. Re -adjust the position of the sprinkler fitting to suit. Upright and Pendent Sprinklers The Series TY FRB Upright and Pen- dent Sprinklers must be installed in accordance with the following instructions. Step 1. Install Pendent sprinklers in the pendent position. Install upright sprin- klers in the upright position. Step 2. With pipe -thread sealant applied to the pipe threads, hand - tighten the sprinkler into the sprinkler fitting. Step 3. Tighten the sprinkler into the sprinkler fitting using only the WType 6 Sprinkler Wrench (Figure 2). With ref- erence to Figure 1, apply the W-Type 6 Sprinkler Wrench to the wrench flats. Torque sprinklers 7 to 14 ft: lbs. (9,5 to 19,0 Nm). Recessed Pendent Sprinklers The Series TY-FRB Recessed Pendent Sprinklers must be installed in accor- dance with the following instructions. Step A. After installing the Style 15 or Style 20 Mounting Plate over the sprin- kler threads, and with pipe -thread sealant applied to the pipe threads, hand -tighten the sprinkler into the sprinkler fitting. Step B. Tighten the sprinkler into the sprinkler fitting using only the WType 7 Recessed Sprinkler Wrench (Figure 3). With reference to Figure 1, apply the WType 7 Recessed Sprinkler Wrench to the sprinkler wrench flats. Torque sprinklers 7 to 14 ft: lbs. (9,5 to 19,0 Nm). Step C. After ceiling installation and fin- ishing, slide on the Style 15 or Style 20 Closure over the Series TY-FRB Sprin- kler and push the Closure over the Mounting Plate until its flange comes in contact with the ceiling. Care and Maintenance The TYCO Series TY-FRB, 5.6 K-factor, Upright (TY313) and Pendent (TY323) Sprinklers must be maintained and ser- viced in accordance with this section. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protection systems from the proper authorities and notify all personnel who may be affected by this action. Absence of the outer piece of an escutcheon, which is used to cover a clearance hole, can delay sprinkler operation in a fire situation. The owner must assure that the sprin- klers are not used for hanging any objects and that the sprinklers are only cleaned by means of gently dusting with a feather duster; otherwise, non - operation in the event of a fire or inad- vertent operation may result. Sprinklers which are found to be leak- ing or exhibiting visible signs of corro- sion must be replaced. Automatic sprinklers must never be painted, plated, coated, or other- wise altered after leaving the factory. TFP172 Page 3 of 4 2-7/8' DIA. 73,0 mm) 2-1/4' DIA. FACE OF (57,2 mm) SPRINKLER FITTING 5/8' (15,9 mm) FLUSH 3/* 7,9 m' MOUNTING 1/8' SURFACE (3,2 mm) CLOSURE SERIES MOUNTING 1-3/8' (34,9 mm) TY-FRB PLATE 3/4' (19,1 mm) FIGURE 4 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 518 INCH TOTAL ADJUSTMENT STYLE 15 RECESSED ESCUTCHEON 2-7/8' DIA. 73,0 mm) FACE OF SPRINKLER 2-1/4' DIA. FITTING (57,2 mm) 5/16t1/4' 1/2' (12,7 mm) 7,9t6,4 mm) 3, FLUSH MOUNTING' SURFACEm) CLOSURE SERIES MOUNTING 1-3/8' (34,9 mm) TY-FRB PLATE 7/8' (22,2 mm) FIGURE 5 SERIES TY-FRB RECESSED PENDENT SPRINKLER ASSEMBLY (TY323) WITH TWO PIECE 112 INCH TOTAL ADJUSTMENT STYLE 20 RECESSED ESCUTCHEON Modified sprinklers must be replaced. Sprinklers that have been exposed to corrosive products of combustion, but have not operated, should be replaced if they cannot be completely cleaned by wiping the sprinkler with a cloth or by brushing it with a soft bristle brush. Care must be exercised to avoid dam- age to the sprinklers - before, during, and after installation. Sprinklers dam- aged by dropping, striking, wrench twist/slippage, or the like, must be replaced. Also, replace any sprinkler that has a cracked bulb or that has lost liquid from its bulb. (Ref. Installation Section.) The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices In compliance with this document, as well as with the applicable standards of the National Fire Protection Associa- tion (e.g., NFPA 25), in addition to the standards of any other authorities hav- ing jurisdiction. Contact the installing contractor or sprinkler manufacturer regarding any questions. Automatic sprinkler systems are rec- ommended to be inspected, tested, and maintained by a qualified Inspec- tion Service in accordance with local requirements and/or national codes. TFP172 Page 4 of 4 P/N* 77 - XXX - X - XXX SPRINKLER TEMPERATURE FINISH RATINGS SIN 0 5.6K UPRIGHT (1/2"NPT) TY313 3'71 5.6K PENDENT (12- NP7) TY323 Use suffix -I- for ISO 7-1 connection: for example, 77-370-4-175-1 1 NATURAL BRASS 4 SIGNAL WHITE (RAL 9003) 3 PURE WHITE (RAL 9010)-' 9 CHROME PLATED Eastern Hemisphere Was only TABLE A SERIES TY-FRB UPRIGHT AND PENDENT SPRINKLERS PART NUMBER SELECTION — Ordering Procedure Contact your local distributor for avail- ability. When placing an order, indicate the full product name and Part Num- ber(P/N). Sprinkler Assemblies with NPT Thread Connections Specify: Series TY-FRB (SIN), K=5.6, Upright or Pendent) Sprinkler Quick Response, (specify) temperature rat- ing, (specify) finish, P/N (fable A). Recessed Escutcheon Specify: Style 15 Recessed Escutcheon with (specifv7 finish, P/N (specifv7 Specify: Style 20 Recessed Escutch- eon with (specifv7 finish, P/N (specifv7 Refer to Technical Data Sheet TFP770. Sprinkler Wrench Specify: WType 6 Sprinkler Wrench, P/N 56-000-6-387 Specify: WType 7 Sprinkler Wrench, P/N 56-850-4-001 135 135-F (57-C) 155 155-F(68-C) 175 175-F (79-C) 200 200-F (93-C) 286 286-F (141-C) GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-216-362-0700 Copyright m 2013Tyco Fire Products, LP. All rights reserved. *yCiDTEFLONistrademarkofTheDuPontCorporation. tqccp Fire Protection Products Technical Services 866-500-4768 1 +1-401-781-8220 www.grinnell.com aGrinnell GRINNELL G-FIRE Figure 577 Grooved Rigid Coupling 1-Inch to 12-Inch (DN25 to DN300) General Description For use in fire protection systems, the GRINNELL G-FIRE Figure 577 Grooved Rigid Coupling provides a rigid joint by firmly gripping along the full circumfer- ence of the pipe grooves. Figure 577 Grooved Rigid Couplings are a proven dependable method of joining pipe and are an economical alternative to weld- ing, threading, or using flanges. It is ca- pable of pressures up to 350 psi (24, 1 bar) depending on pipe size and wall thickness when used in fire protection services. Never remove any piping component nor correct or modify any piping defi- ciencies without first de -pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or impaired de- vice performance. It is the Designers responsibility to se- lect products suitable for the intended service and to ensure that pressure ratings and performance data are not exceeded. Material and gasket selec- tion should be verified to be compat- ible for the specific application. Always read and understand the installation instructions. The GRINNELL G-FIRE Figure 577 Grooved Rigid Coupling described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the Approval agency, in addition to the standards of any other authorities hav- ing jurisdiction. Failure to do so may re- sult in serious personal injury or impair the performance of these devices. Owners are responsible for maintain- ing their mechanical system and devic- es in proper operating condition. The installing contractor or device manu- facturer should be contacted with any questions. Technical Data Approvals UL, FM, ULC, VdS, and LPCB Sizes 1-Inch to 12-Inch (DN25 to DN300) Housing Ductile iron conforming to ASTM A 536, Grade 65-45-12 Finish Orange non -lead paint Red non -lead paint Hot -dipped, Galvanized conforming to ASTM A 153 Bolts/Nuts ANSI: Carbon Steel oval neck track head bolts are heat -treated and conform to the physical properties of ASTM A 183 Grade 2 and SAE J429 Grade 5 with a minimum tensile strength of 110,000 psi. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A 183 Grade 2 and SAE J995 Grade 5. Bolts and nuts are zinc - electroplated conforming to ASTM B 633. Stainless Steel Bolts and Nuts are available upon request. Metric: Carbon steel oval neck track head bolts (Gold color coded) are heat - treated and conform to the physical properties of ASTM F 568 M with a minimum tensile strength of 760 WEI. Carbon Steel heavy hex nuts con- form to the physical properties of ASTM A 563 M Class 9. Bolts and nuts are zinc -electroplated conform- ing to ASTM B 633. UL UDC vds FM For Fire Protection pressure rating. listing. and approval Information, contact your GRINNELL Representative. Gaskets Pre -lubricated Grade "A" EPDMA, Violet color code, 30OF to 150•F (-34°C to 66°C) Not recommended for hot water systems Tri-Seal Grade "E" EPDM, Green color code, 30•F to 150•F (-34°C to 66•C) For proper gasket selection, refer to Technical Data Sheet TFP1895. Page i of 4 APRIL 2011 TFP1854 TFP1854 Page 2 of 4 FIGURE 577 GROOVED RIGID COUPLING 1- - 12- (DN25 TO DN300) Pipe Size Max. t Max. t Max. •# Nominal Dimensions Coupling Bolts Approx. Nominal O.D. Pressures End Load End Gap A B C Size•• Weight ANSI Inches Inches psi (bar) Lbs. kN) Inches mm) Inches Inches Inches Oty. Inches Lbs. k9) DN mm) mm) mm) mm) mm) 1 1.315 350 475 0.06 1.63 3.92 1.65 2 3/8 x 2-1/4 1.2 DN25 33,4) 24,1) 2,11) 1,5) 2) 100) 42) M10 x 57 0,55) 1-1/4 1.660 350 757 0.06 2.66 4.40 1.64 2 3/8 x 2-1/4 1.3 DN32 42,2) 24,1) 3,37) 1,5) 68) 112) 42) M10 x 57 0,59) 1-1/2 1.900 350 992 0.06 2.90 4.66 1.66 2 3/8 x 2-1/4 1.5 DN40 48,3) 24,1) 4,41) 1,5) 74) 118) 42) M10 x 57 0168) 2 2.375 350 1,551 0.06 3.38 5.20 1.70 2 3/8 x 2-1/4 1.8 DN50 60,3) 24,1) 6,90) 1,5) 86) 132) 43) M10 x 57 0,82) 2-1/2 2.875 350 2,272 0.06 3.88 5.64 1.75 2 3/8 x 2-1/4 2.0 DN65 73,0) 24,1) 10,11) 1,5) 99) 143) 44) M10 x 57 0,91) 3.000 350 2,474 0.06 4.00 5.78 1.75 2 2.0 DN65 76,2) 24,1) 11,01) 1,5) 102) 147) 2) M16 x 83 0,91) 3 3.500 350 3,367 0.06 4.50 6.33 1.75 2 3/8 x 2-1/4 3.3 DN80 88,9) 24,1) 14,98) 115) 114) 161) 44) M10 x 57 1,50) 4 4.500 300 4,771 0.06 5.70 7.50 1.83 2 3/8 x 2-1/4 3.3 DN100 114,3) 20,7) 21,22) 1,5) 145) 191) 46) M10 x 57 1,50) 5.500 300 7,127 0.125 6.80 8.75 1.91 2 5.3 DN125 139,7) 20,7) 31,71) 3,2) 173) 222) 49) M12 x 76 2,41) 5 5.563 300 7,290 0.125 6.86 8.82 1.91 2 1/2 x 3 5.3 DN125 141,3) 20,7) 32,43) 3,2) 174) 224) 49) M12 x 76 2,41) 6.500 300 9,955 0.125 7.80 9.75 1.91 2 5.7 DN150 165,1) 20,7) 44,28) 3,2) 198) 248) 49) M12 x 76 2,59) 6 6.625 300 10,341 0.125 8.47 9.88 1.91 2 1/2 x 3 5.9 DN150 168,3) 20,7) 46.00) 3,2) 215) 251) 49) M12 x 76 2,68) 8 8.625 300 17,528 0.125 10.25 12.78 2.40 2 5/8 x 3-1/4 11.7 DN200 219,1) 20,7) 77,97) 3,2) 260) 325) 61) M16 x 83 5,32) 10 10.750 175 15,883 0.25 12.50 16.50 2.56 2 3/4 x 4-3/4 19.5 DN250 273,1) 12,1) 70,7) 6,4) 318) 419) 65) M20 x 121 8,86) 12.750 175 22,343 0.25 14.50 18.50 2.56 2 3/4 x 4-3/4 22.0 D: 12 NDN300 323,9) 12,1) 99,4) 6,4) 368) 470) 65) M20 x 121 10,00) Maximum available gap between pipe ends. Minimum gap = 0. t Maximum Pressure and End Load are total from all loads based on standard weight steel pipe. Pressure ratings and end loads may differ for other pipe materials and/or wall thickness. Contact your GRINNELL Representative. Gold color coded metric bolt saes for DN25 - DN300 couplings are available upon request. Max End Gap is for cut grooved standard weight pipe. TABLE 1 GRINNELL G-FIRE FIGURE 577 GROOVED RIGID COUPLING DIMENSIONS — Care and Maintenance EMM Before closing a fire protection system main control valve for maintenance work on the fire protection system that It controls, obtain permission to shut down the affected fire protection sys- tem from the proper authorities and no- tify all personnel who may be affected by this decision. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. Owners are responsible for the inspec- tion, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Associ- ation (for example, NFPA 25), in addi- tion to the standards of any authority having jurisdiction. The installing con- tractor or product manufacturer should be contacted relative to any questions. Any impairments must be immediately corrected. Automatic sprinkler systems are recom- mended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local re- quirements and/or national codes. Limited Warranty Products manufactured by Tyco Inter- national (Tyco) under the GRINNELL brand are warranted solely to the origi- nal Buyer for ten (10) years from date of shipment by Tyco against defects in material and workmanship when paid for and properly installed and main- tained under normal use and service, except for the G-MINE line of products, which are warranted solely to the origi- nal Buyer for six (6) months from date of shipment by Tyco against defects in material and workmanship when paid for and properly installed and main- tained under normal use and service. No warranty is given for products or components manufactured by com- panies not affiliated by ownership with Tyco or for products and components which have been subject to misuse, improper installation or maintenance, corrosion, or other external sources of damage. Materials found by Tyco to be defective shall be either repaired or replaced, at Tyco's sole option. Tyco neither assumes, nor authorizes any person to assume for it, any other ob- ligation in connection with the sale of products or parts of products. Tyco shall not be responsible for system de- sign errors or inaccurate or incomplete information supplied by Buyer or Buy- er's representatives. In no event shall Tyco be liable, in con- tract, tort, strict liability or under any other legal theory, for incidental, in- direct, special or consequential dam- ages, including but not limited to labor charges, regardless of whether Tyco was informed about the possibility of such damages, and in no event shall Tyco's liability exceed an amount equal to the sales price. chantability and fitness for a particular Duroose. This limited warranty sets forth the ex- clusive remedy for claims based on fail- ure of or defect in products, materials or components, whether the claim is made in contract, tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part, of any portion of this warranty will not affect the remainder. TFP1854 Page 3 of 4 Ordering Procedure GRINNELL Products are available glo- bally through a network of distribution centers. For the nearest distributor, visit www.grinnell.com. When placing an or- der, indicate the full product name. Specify G-FIRE Figure 577 Grooved Rigid Coupling, quantity, pipe size Nominal ANSI or O.D.), finish (Orange, Red, or Galvanized), and type of gasket: Pre -lubricated Grade "A" EPDMA Tri-Seal Grade "E" EPDM TFP1854 Page 4 of 4 Copyright © 2005-2011 Tyco Fire Protection Products. All rights reserved. cwM.e60co.w..y tqco GRINNELL G-FIRE Grooved Fittings, Ductile Iron General Description GRINNELL G-FIRE Grooved Fittings provide an economical and efficient method of changing direction, adding an outlet, reducing, or capping piping systems. The G-FIRE grooved fittings are available in ductile iron or fabricated steel as indicated. Note. Figure 5105 and 519S fittings are special short radius fittings with smaller center to end dimensions than standard grooved fittings. Depending on the size and coupling used, there may be inter- ferences at the bolt pads that require repositioning of the coupling orien- tation. The use of flange adapters is not recommended with Figures 51OS and 519S fittings. Contact Tyco Fire Protection Products for details. Never remove any piping component nor correct or modify any piping defi- ciencies without first de -pressurizing and draining the system. Failure to do so may result in serious personal injury, property damage, and/or Impaired device performance. It is the designer's responsibility to select products suitable for the intended service and to ensure that pressure ratings and performance data are not exceeded. Material and gasket selection should be verified to be compatible for the specific applica- tion. Always read and understand the Installation instructions. The GRINNELL G-FIRE Grooved Fittings described herein must be installed and maintained in compliance with this document, as well as with the applicable standards of the approval agency, in addition to the standards of any other authorities having jurisdiction. Failure to do so may result in serious personal injury or impair the perfor- mance of these devices. The owner is responsible for main- taining their system and devices in proper operating condition. The installing contractor or device manu- facturer should be contacted with any questions Technical Data Approvals UL, FM, ULC, VdS, and LPCB. Material Cast: Ductile iron conforming to ASTM A536, Grade 65-45-12 Protective Coatings Non -lead orange paint RAL red or non -lead paint Hot dipped galvanized conforming to ASTM A153 Care and Maintenance The following inspection procedure must be performed as indicated, in addition to any specific requirements of the NFPA. Any impairments must be immediately corrected. Before closing a fire protection system main control valve for maintenance work on the fire protection system that it controls, obtain permission to shut down the affected fire protec- tion system from the proper authorities and notify all personnel who may be affected by this decision. The owner is responsible for the inspection, testing, and maintenance of their fire protection system and devices in compliance with this document, as well as with the applicable standards of the National Fire Protection Association e.g., NFPA 25), in addition to the standards of any authority having juris- diction. The installing contractor or Worldwide www.tyco-fire.comContacts PL gULq OO FM VAS` For FireProtection pressure rating, listing and approval Information, concoct Tyco Fire & Building Products. 10 YEAR LIMITED WARRANTY Fullwarranty tescanbeloundonrm www.grirmell.com product manufacturer should be contacted relative to any questions. Automatic sprinkler systems are recommended to be inspected, tested, and maintained by a qualified Inspection Service in accordance with local requirements and/or national codes. After placing a fire protection system in service, notify the proper authorities and advise those responsible for moni- toring proprietary and/or central station alarms. Page 1 of 10 JULY 2012 TFP1815 TFP1815 Page 2 of 10 FIGURE 501 CAST 45° ELBOW I C to E L FIGURE 510 CAST 90° ELBOW Nominal Pipe Size Figure 501 Figure 510 Nominal Approx. Approx. Nominali Approx. Approx. ANSI O.D. C to E Weight Weight C t E Weight Weight Inches Inches Inchescc Domestic) International) Inches Domestic) International) DN mm) es Lbs. Lbs. Lbs. Lbs. 1-1/4 1.660 2.75 1.30 1.05 DN32 42,4) 69,9) 0159) 0,48) 1-1/2 1.900 2.75 1.60 1.21 DN40 48,3) 69,9) 0,73) 0,55) 2 2.375 2.00 2.05 1.61 3.25 2.35 1.85 DN50 60,3) 5018) 0,93) 0,73) 82,6) 1,07) 0,84) 2-1/2 2.875 2.25 2.70 2.06 3.75 2.75 2.75 DN65 73,0) 57,2) 1,22) 0,93) 95,3) 1,25) 1,25) 3.000 2.25 2.80 2.13 3.75 3.80 2.89 DN65 76,1) 57,2) 1,27) 0,97) 95,3) 1,72) 1,31) 3 3.500 2.50 3.95 2.94 4.25 3.98 3.98 DN80 8819) 63,5) 1,79) 1,33) 108,0) 1,80) 1180) 4 4.500 3.00 6.30 4.64 5.00 6.34 6.34 DN100 114,3) 76,2) 2,85) 2,10) 127,0) 2,86) 2,86) 5.500 3.25 8.55 6.45 5.50 12.15 9.16 DN125 139,7) 82,6) 3,88) 2,93) 139,7) 5,51) 4,15) 6.500 3.50 11.75 8.79 6.50 17.45 13.05 DN150 165,1) 8819) 5,33) 3,99) 165,1) 7,92) 5,92) 6 6.625 3.50 12.40 9.04 6.50 13.49 13.49 DN150 168,3) 8819) 5,62) 4,10) 165,1) 6,12) 6,12) 8 8.625 4.50 21.65 14.61 7.75 32.25 21.77 DN200 219,1) 108,0) 9,82) 6,63) 196,9) 14,63) 9,87) FIGURE 1 NOMINAL DIMENSIONS FIGURES 501 AND 510 TFP1815 Page 3of10 CtoE i C to E FIGURE 519 CAST TEE E to E —I r-- B A FIGURE 260 CAST END CAP Nominal Pipe Size Figure 519 Figure 260* Nominal Approx. Approx. Nominal Approx. ANSI O.D. C to E Weight Weight E to E Weight Inches Inches Inches Domestic) International) I`rth Domestic) DN mm) Lbs. Lbs. Lbs. k k 1 1.315 0.88 0.3 DN25 33,4) 22,4) 011) 1-1/4 1.660 2.75 2.05 1.66 0.88 0.4 DN32 42,4) 69,9) 0,93) 0,73) 22,4) 0,2) 1-1/2 1.900 2.75 2.25 1.70 0.88 0.6 DN40 48,3) 69,9) 1,56) 0,77) 22,4) 0,3) 2 2.375 3.25 3.40 2.68 0.88 0.9 DN50 60,3) 82,6) 1,54) 1,22) 22,4) 0,4) 2-1/2 2.875 3.75 5.45 4.16 0.88 0.9 DN65 73,0) 95,3) 2,47) 1,89) 22,4) 0,4) 3.000 3.75 5.55 4.22 0.94 1.1 DN65 76,1) 95,3) 2,52) 1,91) 23.9) 0,5) 3 3.500 4.25 8.00 5.95 0.88 1.1 DN80 8819) 108,0) 3,63) 2,70) 22,4) 015) 4 4.500 5.00 9.32 9.32 1.00 2.6 DN100 114,3) 127,0) 4,23) 4,23) 25,4) 1,2) 5.500 5.50 16.15 12.18 0.92 4.7 DN125 139,7) 139,7) 7,72) 5,52) 23,4) 2,1) 5 5.563 1.00 5.0 DN125 141,3) 25,4) 2,3) 6.500 6.50 25.25 12.89 1.00 7.5 DN150 165,1) 165,1) 11,45) 5,85) 25,4) 3,4) 6 6.625 6.50 26.90 19.61 1.00 7.5 DN150 168,3) 165,1) 12,20) 8189) 25,4) 3,4) 8 8.625 7.75 45.35 30.61 1.19 12.8 DN200 219,1) 196,9) 20,57) 13.88) 30,2) 5,8) 10 10.750 1.25 20.0 DN250 273,0) 31,8) 911) 12 12.750 1.25 36.0 DN300 323,9) 31,8) 16,3) 3 - Available with tapped plugs. Contact Tyco Fire Protection Products. FIGURE 2 NOMINAL DIMENSIONS FIGURES 519 AND 2W TFP1815 Page 4 of 10 CtoE I CtoE Fes- CtoE FIGURE 510S FIGURE 519S 90° ELBOW TEE SHORT PATTERN SHORT PATTERN Nominal Pipe Size Figure 510S 90 Elbow Figure 519S Tee Nominal Approx. Approx. Nominal Appro, Approx. ANSI O.D. C to E Weight Weight C to E Weight Weight Inches Inches Inches Domestic) International) Inches Domestic) International) DN mm) mm) Lbs. Lbs. mm) Lbs. Lbs. kg) I (kg) kg) kg) 2 2.375 2.75 1.85 1.85 2.75 2.65 2.65 DN50 60,3) 69,9) 0,84) 0,84) 69,9) 1,20) 1,20) 2-1/2 2.875 3.00 2.55 2.55 3.00 3.55 3.55 DN65 73,0) 76,2) 1,56) 1,56) 76,2) 1,61) 1,61) 3.000 3.00 2.70 2.70 3.00 3.65 3.65 DN65 76,1) 76,2) 1,22) 1,22) 76,2) 1,66) 1,66) 3 3.500 3.38 3.40 3.40 3.8 4.85 4.85 DN80 88,9) 85,9) 1,54) 1,54) 85,9) 2,20) 2,20) 4 4.500 4.00 4.68 4.68 4.00 8.75 6.45 DN100 114,3) 101,6) 2,12) 2,12) 101,6) 3,97 2,92) 139mm 5.500 4.88 10.00 10.00 4.88 13.40 13.40 DN125 139,7) 124,0) 4,54) 4,54) 124,0) 6,08) 6,08) 6.500 5.50 12.03 12.03 5.50 16.55 16.55 DN150 165,1) 139,7) 5,46) 5,46) 139,7) 7,51) 7,51)) 6 6.625 5.50 12.25 12.25 5.50 16.65 16.65 DN150 168,3) 139,7) 5,56) 5,56) 139,7) 7,55) 7,55) 8 8.625 6.88 25.00 16.88 6.88 33.60 22.68 DN200 219,1) 174,8) 11,34) 7,66) 174,8) 15,24) 10,29) FIGURE 3 NOMINAL DIMENSIONS FIGURES 510S AND 519S TFP1815 Page 5of10 V NPT B A I C to E FIGURE 510DE 90° DRAIN ELBOW Nominal Pipe Size Figure 510DE 90 Drain Elbow ANSI O.D. Nominal Nominal Nominal Approx. Inches Inches C to E A B Weight DN mm) Inches Lbs. Inches Lbs. mm) kg) mm) kg) 2 2.375 3.75 2.00 2.75 2.7 DN50 60,3) 95,3) 50,8) 69,9) 1,2) 2-1/2 2.875 3.75 2.00 2.75 3.8 DN65 73,0) 95,3) 50,8) 69,9) 1,7) 3 3.500 4.25 2.34 2.75 5.8 DN80 88,9) 108,0) 59,4) 69,9) 1,7) 4 4.500 5.00 2.85 2.75 8.0 DN100 114,3) 127,0) 72,4) 69,9) 3,6) 6 6.625 6.50 3.92 2.75 17.6 DN150 168,3) 165,1) 99,6) 69,9) 810) 8 8.625 7.75 4.95 2.75 30.4 DN200 219,1) 196,9) 125,7) 69,9) 13,8) FIGURE 4 NOMINAL DIMENSIONS FIGURES 510DE TFP1815 Page 6 of 10 D NPT C B A L ADACAP Nominal Pipe Size Dimensions- Inches (mm) Approx. Weight ANSI Inches Outlet A B C D Lbs. kg) DN NPT• O.D. Takeout 12 1.25 1.75 1.89 0.77 31,6) 44,5) 48,0) 0,3) 3/4 1.25 1.75 1.89 0.771-1/2 1.900 DN40 48,3) 31,8) 44,S) 48,0) 0,3) 1 1.37 200 2.02 0.88 34,8) 50,8) 51,3)) 0,4) 1R 1.25 1.75 1.89 9.2 31,B) 44.5) 48,0) 0.4) 3/4 1.25 1.75 1.89 9.222.375 DN50 60,3) 31,8) 44,5) 48,0) 0,4) 1 1.37 2.00 2.02 1.06 34,8) 50,8) 51,3) 0,5) 112 1.47 1.97 1.89 1.28 37,3) 50,0) 48,0) 0,6) 3/4 1.47 1.97 1.89 1.282-1/2 2.875 DN65 73,0) 37,3) 50,0) 48,0) 0,6) 1 1.37F(34,8) 200 2.02 1.50 50,8) 51,3) 0,7) ISO tiveaded outlets are available upon request Rated pressure 300 psi (20,7 bar) FIGURE 5 NOMINAL DIMENSIONS ADACAP TFP1815 Page 7of10 Fiction Resistance Nominal Pipe Size Elbows 90' Elbows 45- Tee• Branch Tee RunO.D. ANSI Inches Inches Feet Feet Feet Feet DN mm) m) m) m) m) 1-114 1.660 1.9 1.0 4.8 1.9 DN32 42,4) 0,6) 0.3) 1,5) 0,6) 1-1/2 1,900 2.3 1.2 5.8 2.3 DN40 48,3) 0,7) 0,4) 1.8) 0,7) 2 2.375 3.2 1.6 8.0 3.2 DN50 60,3) 110) 015) 2,5) 110) 2-1/2 2,875 3.9 2.0 9.8 3.9 DN65 73,0) 1,2) 0,6) 3,0) 1,2) 3.000 4.1 2.1 10.3 4.1 DN65 76,1) 1,2) 0,6) 3,1) 1,2) 3 3.500 4.9 2.4 12.2 4.9 DN80 8819) 1,5) 0,7) 3,7) 1,5) 4 4.500 6.5 3.3 16.3 6.5 DN100 114,3) 2.0) 110) 510) 2,0) 5.500 8.0 4.1 20.0 8.0 DN125 139.7) 2,4) 1.3) 6.1) 2,4) 5 5.563 8.2 4.1 20.5 8.2 DN125 141,3) 2,5) 1,3) 6,3) 2,5) 6.500 9.5 4.8 23.8 9.5 DN150 165,1) 2,9) 1,4) 7.2) 2,9) 6 6.625 9.9 5.0 24.8 9.9 DN150 168,3) 3,0) 1.5) 7.6) 3,0) 8 8.625 13.1 6.6 32.8 13.1 DN200 219,1) 4,0) 2,0) 10,0) 4,0) 10 10.750 16.5 8.3 41.3 16.5 DN250 273,0) 5.0) 2,5) 12,6) 5.0) 12 12.750 19.9 9.9 49.7 19.9 DN300 323,9) 6,1) 3,0) 15,1) 6,1) For the reducing tee branches, use the value that is corresponding to the branch size. Example: For 8" x 8" x 2" lee, the branch value of 2" is 8.0 feet. For sizes not listed interpolate from the values shown. TABLE A FRICTION RESISTANCE FOR FIGURES 501, 510, 510DE AND 519 EXPRESSED AS EQUIVALENT STRAIGHT PIPE) TFP1815 Page 8 of 10 Friction Resistance Nominal Pipe Size Elbows 90. Elbows 45- Tee• Branch Tee RunO.D. ANSI Inches Inches Feet Feet Feet Feet DN mm) m) m) m) M) 2 2.375 3.5 1.6 8.0 3.2 DN50 60,3) 1,1) 0,5) 2,4) 1,0) 2-1/2 2.875 4.3 2.0 9.8 3.9 DN65 73,0) 1,3) 0,6) 3,0) 1,2) 3.000 4.3 2.1 10.3 4.1 DN65 76,1) 1,3) 0,6) 3,1) 1,2) 3 3.500 5.0 2.4 12.2 4.9 DN80 8819) 1,5) 0,7) 3,7) 115) 4 4.500 6.7 3.3 16.3 6.5 DN100 114,3) 2,0) 1,0) 510) 2,0) 5.500 8.3 4.1 20.0 8.0 DN125 139,7) 2,5) 1,2) 6,1) 2,4) 6.500 9.6 4.8 23.8 9.5 DN150 165,1) 2,9) 1,5) 7,3) 2,9) 6 6.625 10.0 5.0 24.8 9.9 DN150 168,3) 3,0) 1,5) 7,6) 3,0) 8 8.625 13.1 6.6 32.8 13.0 DN200 219,1) 4,0) 2,0) 10,0) 4,0) TABLE B FRICTION RESISTANCE FOR FIGURES 501S, 510S, AND 518S EXPRESSED AS EQUIVALENT STRAIGHT PIPE) TFP1815 Page 9of10 Ordering Procedure GRINNELL Products are available globally through a network of distribu- tion centers. For the nearest distributor, visit www.grinnell.com. When placing an order, indicate the full product name. Please specify the quantity, figure number, wall thickness, and size. TFP1815 Page 10 of 10 GLOBAL HEADQUARTERS 11400 Pennbrook Parkway, Lansdale, PA 194461 Telephone +1-215-362-0700 Copyright 0 2012 Tyco Fire Products, LP. All rights reserved. *„Co WAYNE Automatic Fire Sprinklers, Inc Wayne Automatic Fire Sprinklers (W.A.F.S.) utilizes "Flow" piping for sizes 1-1/4" through 411. Some refer to it as Schedule 7. Per NFPA 13 section 6.3.6.1 it is permissible to use piping other than that provided in Table 6.3.1.1 provided it is listed. Piping will be sourced from domestic manufacturers. Piping will be manufactured in accordance with the following standard: ASTM A795 - Standard Specification for Black and Hot -Dipped Zinc - Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use. All piping will be UL listed & FM approved. Pipe will be from one of the following manufacturers: Allied "Dyna-Flow" Bull moose Tube Company "Eddy Flow" Northwest Pipe Company "EZ-Flow" Welded Tube - Berkeley "Steady -Flow" Wheatland Tube Company "Mega -Flow" Youngstown Tube "Fire -Flo" Corporate Office: 222 Capitol Court • Ocoee, Florida 34761-3033 • (407) 656-3030 • Fax (407) 656-8026 Regional Offices: Jacksonville - Fort Myers - Pompano Beach - Tampa -- Concord, NC V'PWmAYNE Automatic Fire Sprinklers, Inc THREADED FITTINGS Wayne Automatic Fire Sprinklers (W.A.F.S.) utilizes black cast iron, ductile iron and/or malleable iron threaded fittings. Fittings are not required to be listed if they conform to NFPA 13 Table 6.4.1 Fittings Materials and Dimensions. Many will be UL Listed or FM Approved. Fittings will be from various manufacturers including but not limited to: Anvil, ProValue, Shurjoint, Sigma, Smith Cooper, Tyco and Ward. Fittings will be manufactured in accordance with the following standards per NFPA 13 Table 6.4.1. ASME 1316.3 - Malleable iron threaded fittings, Class 150 and 300 steel. ASME 1316.4 - Cast iron threaded fittings, Class 125 and 250 Corporate Office: 222 Capitol Court • Ocoee, Florida 34761-3033 • (407) 656-3030 • Fax (407) 656-8026 Regional Offices: Jacksonville Fort Myers - Pompano Beach • Tampa -- Concord, NC 0 V*WmAYN IE Automatic Fire Sprinklers, Inc. Wayne Automatic Fire Sprinklers (W.A.F.S.) utilizes "Threadable Thinwall" piping for sizes 1" through 211. It is sometimes referred to as Schedule 30. Per NFPA 13, section 6.3.6.1, it is permissible to use piping other than that provided in Table 6.3.1.1 provided it is listed. Piping will be sourced from domestic manufacturers. Piping will be manufactured in accordance with the following standard: ASTM A795 - Standard Specification for Black and Hot -Dipped Zinc - Coated (Galvanized) Welded and Seamless Steel Pipe for Fire Protection Use. ASTM 135 - Standard for electric resistance welded steel pipe. All piping will be UL listed & FM approved. Pipe will be from one of the following manufacturers: Allied °LDyna Thread" Bull moose Tube Company "Eddythread 40" Welded Tube - Berkeley "Steady -Thread" Wheatland Tube Company "Mega -Thread" Youngstown Tube "EZ-Thread" Corporate Office: 222 Capitol Court • Ocoee, Florida 34761-3033 • (407) 656-3030 • Fax (407) 656-8026 Regional Offices: Jacksonville Fort Myers • Pompano Beach - Tampa -- Concord, NC Date: RE: The Fathers Table 2100 Country Club Road Permit #17-3046 SEMINOLE COUNTY MULTI -JURISDICTIONAL LIMITED POWER OF ATTORNEY Altamonte Springs, Casselberry, Lake Mary, Longwood, Sanford, Seminole County, Winter Springs 01 /24/18 I hereby name and appoint: Samantha Joshua an agent of: Wayne Automatic Fire Sprinklers, Inc. Name of Company) to be my lawful attorney -in -fact to act for me to apply for, receipt for, sign for and do all things necessary to this appointment for (check only one option): All permits and applications submitted by this contractor. The specific permit and application for work located at: Street Address) Parcel Identification) Expiration Date for This Limited Power of Attorney: License Holder Name: Robert Dewar State License Number: Signature of License He STATE OF FLORIDA COUNTY OF ORANGE 12/31/18 The foregoing instrument was acknowledged before me this 24th day of January 20 18 , by Robert Dewar who is M personally known to me or O who has produced as identification and who did (did not) take an oath. MCC( eGG 1550M 0 0 0.+ • T* 17ded If Ruth A. McCulloch Print or type Notary name Notary Public - State of Florida Commission No. GG 155038 My Commission Expires: 02/26/22 OCT 16 2017 Job Address: Parcel ID: Type of Work: New Addition Description of Work: 1 V eW Plan Review Contact Person: Phone: m q15 Wo Name Street: I City, S1 65 CITY OF SANFORD BUILDING S FIRE PREVENTION PERMIT APPLICATION Application No: % — 3 C)`( Documented Construction Value: $ yt, l ll R01- Historic District: Yes No 0000 Residential Commercial Lam" Alteration _R#pair Demo Change of Use Move I VVIWA V Title: Fax: 401 qK 6617 Email: C IV01M C 6 CC. cow f -v nformation Phone: 40, .+ 1 2-990 Resident of property? Contractor Information Name _ 0 -"Aev- Phone: 4 ()1 1' G T JJ 071 C1l5 77 Street: 1 iYY1MP,Q Fax: City, State Zip: -ZA _ 3 27 State License No.: Ua 1,1 22-61S rchitect/Engineer Information Name: 5 Phone: 407 7 Street: Z SMAW Fax: 1I1 I ff II City, St, Zip: V- 3 Z E-mail: G11KVI --n Ih InuCYI 1 ri 1,0w Bonding Company: \ (,) NCB Mortgage Lender: Address: Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 0 Application is hereby made to obtain a permit to do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction ( in this jurisdiction. 1 understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105. 3 Shall be Inscribed with the date of application and the code in effect as of that date: 51D Edition (2014) Florida Building Code Revised: June 30, 2015 V" 1 ' T n 1 S a, Pemut Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records ofthis county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requirements ofFlorida Lien Law, FS 713, The City of Sanford requires payment ofa plan review fee at the time of permit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value of the job at the time of submittal. The actual construction value will be figured based on the current ]CC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. be done d IT: I certify that all of the foregoing information is accurate and that all work will with all applicable laws regulating construction and 7gning. O IdIIbI17 1011e1.24;7 Jusil Print Contcactor/ ICI 1 el 11 Stgnature oTNotary-State of Florida 'Date Signdture of Notary -State of Florida Y"p ••. Date (HRISTINA ONEAI Notary Public - State of Florida CHRISTINA OVALt . _ • ' Commission a GG 093343 Notary Public - Stateof Florida '; My Comm. Expires Apr 11, 2021CommissiondGG093343`°° r` gamy tiaomul not Assn. i4 My Comm. Expires Apr 11, 2021f kr&d NrOugh 14811091 Nata '-- 11 Kno:nto Me or Contractor/Agent is ersonally Known to r Produced TD Type of TD Produced TD Type - BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing[] Gas[] Roof Construction Type: Occupancy Use: Flood Zone: _ Total Sq Ft of Bldg: I L- 00 Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Fire Sprinkler Permit: Yes No # of Heads APPROVALS: ZONING: UTILITIES: ENGINEERING: COMMENTS: Plumbing - # of Fixtures Fire Alarm Permit: Yes No WASTE WATER: FIRE: BUILDING: Revised: June 30, 2015 Permit Application INSPECTION SEQUENCE BP# 17-3046 ADDRESS: 2100 Country Club Road BUILDING PERMIT Min Max Inspection Description 10 Footer / Setback 10 Stemwall 10 Slab / Mono Slab Lintel / Tie Beam / Fill / Down Cell Sheathing — Walls Sheathing — Roof Roof Dry In 20 Frame Insulation Rough Firewall Screw Pattern Drywall / Sheetrock Lath Inspection Building Ceiling Air Barrier 20 Insulation Roof (Com'1) Building Ceiling Grid Final Roof Final Stucco / Siding Final Insulation Final Firewall Final Door Final Window Final Utility Building Final Screen Structure Final Pool Screen Enclosure Pre -Demo Final Demo Final Single Family Residence Final Commercial — 1000 Final Commercial — Addition / Alteration Final Commercial — Change of Use Final Building (Other) ELECTRICAL PERMIT Min Max Inspection Description Electric Underground Footer / Slab Steel Bond Electric Ceiling Rough Electric Wall Rough 10 Electric Rough Pre -Power Final Temporary Pole 1--- Electric Final 77Iax Ins ection Description RoughPlumb Plumbing Underground Plumbing 2"d Rough Plumbing Tubset Plumbing Sewer Plumbing Grease Trap Rough Plumbing Steam / Chill Water Rough Plumbing Final MECHANICAL PERMIT Min Max Inspection Description 10 Mechanical Rough Mechanical Fire Damper Framing Mechanical Ceiling Rough Mechanical Fire Damper Annular Space Mechanical Insulation Wrap Mechanical Fire Damper Angle Light / Water Test Ck Welds Mechanical Grease Duct Wrap 1000 Mechanical Final REVISED: June 2014 C IF; Job Address: Parcel ID: F .-;•,:j .`- CITY OF SANFORD OCT ! 20'il BUILDING & FIRE PREVENTION PERMIT APPLICATION Application No: Documented Construction Value: $ a+ 0(1 q/ h W U Type of Work: New Addition Description of Work: Plan Review Contact Person: W CIy 1b 901- ' Historic District: Yes No 0000 Residential Commercial Q Alteration R#pair Demo Change of Use Move v Property Owner Information Name M6 km L---(' Phone: Street: Resident of property? : Ajar err' City, State Zip: Contractor Information Name J 'hn ' ' 1 Phone: 4 07 ' S '%- w Street: )mr ene Fax: S ? City, State Zip: - 27 State License No.: Ua (J S rchitectlEngineer Information Name: RV Street: y City, St, Zip: fL 3 Z Bonding Company: '1wL Address: Phone: 4 l __ ... "' _ Fax: Mortgage Lender: / V V1 V e Address: WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICE OF COMMENCEMENT MUST BE RECORDED AND POSTED ON THE JOB SITE BEFORE THE FIRST INSPECTION. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. I understand that a separate permit must be secured for electrical work, plumbing, signs, wells, pools, furnaces, boilers, heaters, tanks, and air conditioners, etc. FBC 105.3 Shall be inscribed with the date of application and the code in effect as of that date: 51° Edition (2014) Florida Building Code Revised: June 30, 2015 Permit Application NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner ofthe property of the requirements of Florida Lien Law, FS 713. The City of Sanford requires payment of a plan review fee at the time of permit submittal. A copy of the executed contract is requiredinordertocalculateaplanreviewchargeandwillbeconsideredtheestimatedconstructionvalueofthejobatthetimeofsubmittal. The actual construction value will be figured based on the current ICC Valuation Table in effect at the time the permit is issued, in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value, credit will be applied to your permit fees when the permit is issued. OWNER'S AF AVIT: I certify that all of the foregoing information is accurate and that all work will be done ih fiance with all applicable laws regulating construction and fining. 10 X Kgnansre ofCon, JIJs'nr Print ContrKtorf Date 112 'u)l Lx=i J - - - A1W 1-7I[A Ig S nature o otary-State o Florida Date Sign cure o Notary-S ate ofFlorida ,, a Date Ct{RISTINA OrNEAL Notary public -State ofFlorida CNRISTINAo•NEAt :•: •' Commisslon1GG093343 Notary Public - State of Florida ; / My Comet Expires Apr 11. 2011 IN s•: •t CommissionIGG093343 '`or'"'' Aadedwou9 Nrlbntl oUryAfY. MyComm ExpiresApr11,2011 •• 11 Known to Me or Contractor/Agent is ersonally Known to r Produced TD Type of TD Produced TD Type BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical Mechanical Plumbing Gas Roof Construction Type: Total Sq Ft of Bldg: Occupancy Use: Flood Zone: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps, Plumbing - # of Fixtures, Fire Sprinkler Permit: Yes No # of Heads Fire Alarm Permit: Yes No APPROVALS: ZONING: UTILITIES: WASTE WATER: ENGINEERING: FIRE:-22Z BUILDING: COMMENTS: 5, Revised: June 30, 201 S Permit Application CITY OF SANFORD BUILDING AND FIRE PREVENTION DIVISION FIRE PLAN REVIEW SERVICE FEES PHONE: 407.688.5052 FAX: 407.688.5051 DATE:L21(PERMIT NUMBER: BUSINESS/PROJECT NA E: f} 7, 6- ADDRESS: O CONTACT NAMEtA,,O PHO 4A 2 2; s PLAN REVIEW INFORMATION INSTRUCT [ ]C/O [ ] FIRE ALARM [ ] FIRE SPRINKLER [ ] HOOD [ ]PAINT BOOTH [ ]TANK DOES 20% REDUCTION IN FIRE IMPACT FEES APPLY: YES NO y , TOTAL FEES: lz p, G itCITY OF SkNFORD FIRE DEPARTMENT Building R Fire Prevention Division PERAfIT APPLICATION Application No: 17 - 3o4'6 1Royc o K Documented Construction Value: S 299,800.00 Job Address. 2100 Country Club Road Ilistoric District: Yes No Parcel ID: 35-19-30-300-032C-0000 Residential Commercial Type of Work: New Addition Alteration Repair Deno Change of Use[ --]Move Description of Work: Electrical Scope for The Father's Table Blast Freezer/Warehouse Addition Plan Review Contact Person: Phone: 407-930-4333 Daniel Fernandez Name MG Real Estate LLC Street: PO Box 1509 Fax: 407-901-3732 Title: President Email: Danielf@echoedc.com Property Owner Information City, State Zil): Sanford, FL 32772 Name Echo ED Corporation Street: 4597 Parkbreeze Ct City, state Zip: Orlando, FL 32808 Name: Phone: Resident of property? : Contractor Information No/Commercial Phone: 407-930-4333 Fax: 407-901-3732 State License No.: ER13014318 Architect/Engineer Information Phone: Street: Fax: City, St, Zip: Bonding Company* n/a Address: E-mail: Mortgage Lender: n/a Address: WARNING 1'0 OWNER- YOUR FAILURE 'rO RFCORD A NOTICE OF COMMI`NCENIEN'I' MAY RESULT 1\ YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. A NOTICI: OF COMk%IFNCF iNIEN"1' i•IUS"I' III: RECORDED AND POSI'I:D ON '1'IiE .IOR SITE: 13F.FORF "I'llli FIItS'I' INSI'I:C"I'ION. IF YOU INTEND '1'0 OII'I'AIN FINANCING. CONSUI.r wall YOUR LFNDFR Oil AN ATrORNE.V REFORI: RECORDING YOUR NOIICI: OF CONIMENCI-I'MENT. Application is hereby made to obtain a permit to do tits work and installations as indicated. I certify that no work or installation has commenced prior to the issuance of a Permit and that all work will be performed to meet standards of all laws regulating construction in this jurisdiction. 1 understand float a separate permit must he secured for electrical work, pbnnbiog, signs, wells, pools. furnaces, boilers, heaters, funks, and air conditioners, e1c. FRC 105.3 Shall he inscribed with the dale or appmation and the code in effect as or float date: 61" F.dltion (2017) Florida Ruilding Code Revisal: hnwr • 1. 201S Pcnml Apphc06011 NOTICE: In addition to file requirements of this permit, there may be additional restrictions applicable to this property that may be found in the public records of this county, and there may be additional permits required from other eoveruit cittal entities such its water management districts. state agencies, or federal agencies. Acceptance of pcmiit is verification that I will notify the owner of the property ofthe requirements of Florida Licit Law. FS 713. The City of Sanford requires payment ofa plan review fee at the time of pemmit submittal. A copy of the executed contract is required in order to calculate a plan review charge and will be considered the estimated construction value trf the job at the time of submittal. The actual construction value will be figured based oft the current ICC Valuation 'rabic in eftcct at the time the permit is issued. in accordance with local ordinance. Should calculated charges figured off the executed contract exceed the actual construction value. credit will be applied to your permit fees when the permit is issued. OWNER'S AFFIDAVIT: 1 certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable laws regulating construction and zoning'. Signature ofOwocrJAgent Datc Print ow•nedAgent's'Name Sigimme of Notary -State ofFlorida Date Owner/Agent is Personally Known to Me or Produced ID Type of ID ignatnrc of t tm4\gent Date Danw F-erna,td.z Print ContractouAt cnt's'Name REBECCA M. WOODWARD Notary Public • State of Florida Commission r FF 970920 My Comm. Expires Jul 9.2020yp, r. Bonded tnrougl National Nau Ass n r _ r Produced ID BELOW IS FOR OFFICE USE ONLY Permits Required: Building Electrical U Mechanical Plumbing Gas[] Roof Construction Type: Occupancy Use: Flood Zone: Total Sq Ft of Bldg: Min. Occupancy Load: # of Stories: New Construction: Electric - # of Amps v%'*500 Plumhing - # of Fixtures, Fire Sprinkler Permit: Ycs No # of 1•Icads Fire Alarm Permit: Yes No APPROVALS: ZONING: U'I'IixrmS: WASTE: WATi---w I:NGINI:I'ItING: FIRE: COMMENTS: BUILDING: Revised: Jamiary 1. 2018 Permit Application 11_ Aw - 1b SUB -CONTRACTOR CONSTRUCTION AGREEMENT The basis ofpayment per this agreement is a STFPULATED SUM. This AGREEMENTis made as of the 20th, the day of Sept. in the year of Two Thousand Seventeen between Ironrock Commercial Construction, LLC (ICC) and Sub -Contractor. The Project is: The Father's Table Blast Freezer/Warehouse Addition 2100 Country Club Road Sanford, FL. 32771 Project # 17-1067 MG Real Estate, LLC The Owner is: 2100 Country Club Road Sanford, FL. 32771 The Sub -Contractor is: EchoED Corporation 4597 Parkbreeze Court Orlando, FL. 32808 ICC And the Sub -Contractor agree as set forth in the following pages: 115 Commerce Street, Lake Mary, l:L. 32476 (0) 407-915-6676 (F) 407-915-6677 SECTION 1: The following work is to be performed at The Father's Table Blast Freezer/Warehouse Addition The above Sub -Contractor agrees to furnish all supervision, labor, tools, equipment, materials and supplies necessary to perform the attached and described scope ofwork in the allotted time set forth by the construction schedule. Sub -Contractor's scope of work will be consistent per Plans, Specs, Proposal & Walk Through for a sum of S 299.800 Electrical per estimates 5-1-2017 & 7-18-2017 Two Hundred Ninety Nine Thousand Eight Hundred Dollars and no Cents. SECTION 2: THE WORK 9-ZO-17 04-01-18 The work set out above shall commence on and be completed by . ICC's Superintendent will provide a daily work schedule. This schedule must not be hindered due to lack of manpower or materials provided by Sub - Contractor. Sub -Contractor will not be held accountable for lost time due to ICC Or other trades' failure to complete their work in a timely manner (or ICC'S failure to provide a daily work schedule). Sub -Contractor shall perform the work undertaken in a prompt and diligent manner, whenever such work or any part of it becomes available, or at such time as CC may direct, and so promote the general progress of the entire construction, and shall not, by delay or otherwise, interfere with the work ofthe Contractor or any other Sub -Contractor. Any materials that are to be furnished by the Sub - Contractor hereunder shall be furnished in sufficient time to enable the Sub -Contractor to perform and complete the work within the time dictated by the project schedule or as directed by ICC or otherwise provided for herein. The Sub -Contractor agrees to indemnify ICC for any and all liquidated or actual damages that may be assessed against ICC which are attributable to or caused by the Sub -Contractor's failure to perform the work required. The payment ofsuch damages shall not release the Sub -Contractor in the obligation to otherwise fully perform this Sub -Contractor's Agreement. Upon written request by ICC, the Sub -Contractor shall furnish to ICC, written evidence as ICC may require relating to the Sub - Contractor's ability to fully perform this Subcontract in the manner and within the time specified. SECTION 3: GENERAL CONDITIONS A. CORRECTION OF THE WORK The Sub -Contractor shall promptly correct, within forty-eight (48) hours upon written receipt from ICC, the work rejected by the Superintendent for failing to conform to the requirements of the Contract Documents, whether observed before or after Substantial Completion and whether or not fabricated, installed or completed. The Sub -Contractor shall bear costs of correcting such rejected work, including additional testing and inspections and compensation for the Superintendent's services and expenses made thereby necessary. SUB -CONTRACTOR'S AGREEMENT If the Sub -Contractor fails to correct nonconforming work within forty-eight (48) hours after notice, ICC may correct the deficiencies. In such case an appropriate change order shall be issued deducting from payments due to the Sub -Contractor the cost of correcting such deficiencies, including compensation for the Superintendent's and his respective consultant's additional services and expenses made necessary by such default, neglect or failure ifpayments then or thereafter due to the Sub -Contractor are not sufficient to cover such amounts, the Sub -Contractor shall pay the difference to ICC. B. WARRANTY Sub -Contractor warrants that all material is guaranteed, and all work is guaranteed to be performed in a workmanlike manner acceptable to ICC which shall be the sole judge of quality of materials and work. In the event that materials or work proves to be unacceptable before the time payment is due, upon receipt of written notice of ICC Sub -Contractor will have 7 days to cure the defects at its own expense. IfSub -Contractor fails to cure satisfactorily within the time specified, ICC shall have the right to cure the defects and deduct the cost thereof from the amount owed to Sub -Contractor and to collect from Sub -Contractor any cost of curing the defects over the amount owed to -Sub -Contractor. In the event that defects in the material or work are discovered by ICC or owner after paying Sub -Contractor the above sum and within 365 days of the date ofcompletion ofthe work, then, upon receipt of written notice from ICC Sub -Contractor shall have 7 days to cure the 2 R 6Vr4r C 6Y8TLsM8 Inspection Report Information FATHERS TABLE PHASE 1 2100 COUNTRY CLUB RD. SANFORD FL 32771 Authorized Applicator ALL-TITE ROOFING, INC. 220 E OSCEOLA ROAD GENEVA FL 32732 Ph:4073492900 Fax:4076503183 AIITiteR@aol.com 17-35 S7 Job #: 1228177 Job Start: 11/17/2017 Job Completion: 1/15/2018 Date Inspected: 4/17/2018 Facility Owner: MG REAL ESTATE LLC System: SW FB A Material: SW FB 115 Total Square Feet: 20000 EB: Y Inspection Summary l Inspection # Field Service Rep Attending Roofer 1 MELINDA BARBOUR Jay Repair Summary Approved Re -inspection Yes No I hereby represent, with full intention that Carlisle justifiably rely hereupon in the issuance of its warranty, that the project described above now conforms in its entirety with all Carlisle specifications, details and installation instructions. Please return signed report to fax 717-245-7121 or email to repairforwarranty@carlisleccm.com for processing. REPAIRS COMPLETED ON: SIGNATURE: P.O. Box 7000 Canals, PA 17013 RME 80Q233.0551 Faz 717.245.7121 uww.Cer0s4syrteutom Job #: 1228177 7-33 S 06 IYl ixertaxE Roonmo SYSTEM WA nxTV SERIAL NO. 10159597 12A DATE OF ISSUE: January 29, 2018 BUILDING OWNER: MG REAL ESTATE LLC NAME OF BUILDING: FATHERS TABLE PHASE 1 BUILDING ADDRESS: 2100 COUNTRY CLUB RD., SANFORD, FL DATE OF COMPLETION OF THE CARLISLE MEMBRANE SYSTEM: 01115/2018 CMD1228177DATEOFACCEPTANCEBYCARLISLE: 01/2912018 (EB Warranty) Cadlsle Rooting Symms, Inc., (Carlisle) warrants to the Building Owner (OWNER) of the above described building, that; subject to the terns, conditions, and limitations stated in this warranty, Carlisle will repair any leak in the Carlisle Membrane Roofing System (CARLISLE MEMBRANE SYSTEM) installed by a Carlisle Authorized Roofing applicator for a period of 10 years commencing with the date of Carlisle's acceptance of the Carlisle Membrane System installation. However, in no event shall Carlisle's obligations extend beyond 10.5 years subsequent to the date of substantial completion of the Carlisle Membrane System. See below for exact date of we- ex (ration. The Carlisle Membrane System is defined as the following Carlisle brand materials: Membrane, Flashings, Adhesives and Sealants, insulation, cover boards, fasteners, fastener plates, fastening bars,metal work, insulation adhesives, and any other Carlisle brand products utilized in this installation. TERMS, CONDITIONS, LIMITATIONS 1. Owner shall provide Carlisle withwneen notica via letter, tax or emag within tarty (30) days ofthe disoovery of any leak m the Carlisle Membrane System Owner stoed send written r otice d a leak to CwbslWs VJerrenty Services OepeMrwd et the address set oM et Ore b, " of Ois waramy. By so nobying Carlisle. tthe Owner outhwizes Carbsle or dsdesignee tobwesbgate Vw cause ol the leak. Should the investigation reveal the cause oftheleakto be outsidethe scope ofthis Warranty. investigation and repair costsfor this service shall bepaid by the Owner. 2. If, upon inspection, Carlisledetermines that the leak iscausedby a datedin the Carlisle Membrane Systems materials, orworkmanshipof the Carlisle Authorized Roofing Applicatorininstalling the same. Owners remedies and Carlisle's liability shall be limited to Carlhsle'a repair of the leak 3. This warranty shall not be applicable if, upon Carlisle's inspection, Carlisle determinesthat any of the followinghasoccurred a) TheCarlisle MembraneSystemis damaged by naturaldisasters, wctudhrig, but not limited to, bghbibrp, fie. insect Wasted". earthquake, tornado. had, hurricanes. and winds of (3 seoond) peak gust speeds offifty-five mphorhighermeasured at 10meters aboveground; or b) Loss of Integrity of the building envelope and. or structure including, brut not limited to partial or compete loss of roof docking, well siding. windows. doors or other envelope components or from roof damage by wind-blown objects, or. c) The Carlisle Membrane System is damaged by any intentional or negligent ads, accidehts, misuse, abuse, vandalism, civil disobedience, or the like. d) Deteriorationorfailureof biddingcomponents, including, but not limited to, the roofsubstrate, walls, mortar. HVAC units, non -Carlisle brand metal work, etc., occurs andcauses a leak, or otherwise damages the Carlisle Membrane System; or a) Acids, oils, harmful dherricels and the like come in oontad with the Carlisle Membrane System and cause a leak, or otherwise damage the Carlisle Membrane System. 1) The Carlisle Membrane System encounters teaksoris otherwise damaged by condensationresulting from any condition within the building that may generate moisture. 4. This Warranty shag be null end void ifany of the following shall occur. a) O, after installation offt Carlisle Membrane System by a Carlisle AWraized Roofing Applicator there are any alterations orrepairs made on ortrough the roof orobjects such as, butnot Grrdbed to, structures. fixtures. solar panels, wind turbines, root gardens or ubbbes are placed upon or attached to the roof without first obtaining written authorization from Carlisle; or b) Fadhae by the Ownertouse reasorhable carein mairdaHngftroot, said maintenancetoIMude, but not be 1, - to, Grosegerm istedan Certisle's Carett V.*tor has Irdonnetion sheet which aoddmpenies this Warranty. ' 5 Only Carlisle brand insulation products are covered by ft warranty. Carlisle specifically disdairm liability, under arty theory of law, for damages sustained by orcaused by nor Carhste bar irisutation Products. 6. During the term of this Warenty, Carlisle shall have free access to the roof during regular business hours. 7. Carlisle shall have no obligation underthis Warranty writeartybills forinstallation. supplies, service, andwarranty charges have not beenpaidinfull to theCarlisle AuthorizedRoofingApplicator, Carlisle, or material suppliers. 8. Carlisle'sfailure atany time to enforceany ofthe terms or conditions staledherein shall not be construedto be a waiver of such provision. 9. Carlisle shall not be responsible for the deardness or discoloration of the Carlisle Membrane System caused by environmental conditions including, W not limited to, dirt, pollutants, orbiological agents. 10 Carlisle shallhavenoliability under any theory of lawforany dams, repairs, restoration, orother damagesIncluding. butnotMeted to, ccruequential or irxide lal damages relating, directlyor indirectly, to Oo presence ofany irritants, contaminants, vapors, fumes, molds, fungi, bacteria. spores, mycoloxins, or the like in the building or in the air, land, or waterserving the building 11. This warranty shag be transfer" upon a charge inownershipofthe bikingwhenftownerhas competedcertain proceduresindudirga bhgrhsfer teeend art impactiondOre RoofingSystem by a Carlisle representative. CARLISLE DOES NOT WARRANT PRODUCTS UTILIZED IN THIS INSTALLATION WHICH IT HAS NOT FURNISHED; AND SPECIFICALLY DISCLAIMS LIABILITY, UNDER ANY THEORY OF LAW, ARISING OUTOF THE INSTALLATION AND PERFORMANCE OF, OR DAMAGES SUSTAINED BY OR CAUSED BY, PRODUCTS NOT FURNISHED BY CARLISLE OR THE PRIOR EXISTING ROOFING MATERIAL OVER WHICH THE CARLISLE ROOFING SYSTEM HAS BEEN INSTALLED. THE REMEDIES STATED HEREIN ARE THE SOLE AND EXCLUSIVE REMEDIES FOR FAILURE OF THE CARLISLE ROOFING SYSTEM OR ITS COMPONENTS. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF FITNESS FOR A PARTICULAR PURPOSE AND MERCHANTABILITY, WHICH EXTEND BEYOND THE FACE HEREOF. CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES INCLUDING, BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGE TO THE BUILDING OR ITS CONTENTS UNDER ANY THEORY OF LAW. BY: Robert H. McNeill AUTHORIZED SIGNATURE TITLE: Vice President. Technical and tAfartanN Serhdces This Warranty Expires: January 28, 2028 P.O. Box 7000 Carlisle. PA 17013 Phone: 800.233.0551 Fax: 717.245.7121 wvew.carlistesyntec.com WA-F0002 (ins) CARLISLE 335 MEMBRANE MATERIAL WARRANTY DATE OF ISSUE: January29, 2018 12A FATHERS TABLE PHASE 1 2100 COUNTRY CLUB RD. SANFORD, FL 32771 CMD1228177 ALL- TITE ROOFING, INC. SW FB 116 220 E OSCEOLA ROAD GENEVA, FL 32732 Subject to the following terms and conditions, Carlisle Roofing Systems, Inc., (CARLISLE) warrants to the Buyer that the membrane material (MEMBRANE) sold to the Buyer will be free from manufacturing defects at the time of its delivery to the job site. If upon inspection by Carlisle, the membrane evidences manufacturing defects, Carlisle's liability and Buyer's remedies are limited, at Carlisle's option, to the repair or replacement of the defective membrane at the F.O.B. point in the original contract of sale. Carlisle further warrants that the Membrane material will not prematurely deteriorate to the point of failure because of weathering for a period of 20 years from the date of sale if properly installed, maintained and used for the purpose for which Carlisle intended. Buyer shall give Carlisle notice of a claim under this warranty within thirty (30) days of discovering the premature deterioration of the Membrane. If upon inspection by Carlisle, the Membrane shows premature deterioration because of weathering within the 20 year period stated herein, Carlisle's liability and Buyers remedies are limited at Carlisle's option to the providing of repair material for the original Membrane or credit to be applied towards the purchase of a new Membrane, the value of these remedies being determined by Carlisle based upon the number of remaining months of the unexpired warranty used to pro -rate at the current prices for the Membrane. The maximum pro -rated value allowed by Carlisle for repair or credit shall not exceed the original Membrane purchase price. This warranty refers to the membrane material only. Flashings, adhesives and other accessories contained in a membrane system are not covered by this warranty. Carlisle shall not be responsible for the cleanliness or discoloration of the membrane material caused by environmental conditions including, but not limited to, dirt, pollutants or biological agents. NO REPRESENTATIVE OF CARLISLE HAS AUTHORITY TO MAKE ANY REPRESENTATIONS OR PROMISES EXCEPT AS STATED HEREIN. THERE ARE NO WARRANTIES EITHER EXPRESSED OR IMPLIED, INCLUDING THE IMPLIED WARRANTIES OF MERCHANTABILITY AND FITNESS FOR A PARTICULAR PURPOSE, WHICH EXTEND BEYOND THE WARRANTIES CONTAINED IN THIS DOCUMENT. CARLISLE SHALL NOT BE LIABLE FOR ANY INCIDENTAL, CONSEQUENTIAL OR OTHER DAMAGES, INCLUDING BUT NOT LIMITED TO, LOSS OF PROFITS OR DAMAGES TO THE STRUCTURE OR ITS CONTENTS ARISING UNDER ANY THEORY OF LAW WHATSOEVER. BY: Robert H. McNeill AUTHORIZED SIGNATURE TITLE: Vice President, Technical and Warranty Services P. O. Box 7000 CarWc. PA 17013 Mono: 800.233.0551 Fax: 717.245.7121 www.carlislmyntec.com WA- F0014 (6 13) i Image,,; :'2018 , 0 gita Gobe. U.S. Geolcg c•., Revision M City of Sanford Response to Comments H A 4 Building & Fire Prevention Division Ph: 407.688.5150 Fax: 407.688.5152 Email: building@sanfordfl.gov Permit # 7 Submittal Date Project Address: 0 !/ / Contact: l/ ameg V Z Ph: 7q-1 F091 Email: KM Iraincka, coni Tradesencompassed in revision: LY' Building Plumbing Electrical Mechanical Life Safety Waste Water Fax: 4 7 !! s -7 / D General description of revision: 600Z- pac:)A/ 4M4 ROUTING INFORMATION Department Approvals Utilities Waste Water Planning Engineering Fire Prevention 11-t-u-il—ding Y- ii /F STRUCTURAL ENGINEERING41SERVICES, INC. STRUCTURAL ENGINEERS June 3, 2015 Mr. James Capo Ironrock Commercial Construction 115 Commerce Street Lake Mary, FL 32746 Re: Structural Review of Existing Roof Framing Members The Father's Table 2100 Country Club Road Sanford, FL 32771 Dear Mr. Capo: At your request I visited the above referenced address on May 22, 2015 to inspect and verify the building roof framing members that exist over the food processing plant where typical collateral loads along with refrigeration panels are supported below the roof bar joists and decking. The purpose for my inspection was to gather enough information to perform an analysis and design check of the existing roof framing members and determine the allowable dead, live and collateral loads for the existing members and connections based on their current conditions. A random location was selected for the structural review which was located above the existing refrigeration panels located on the western half of the plant. Upon inspection I determined the roof is constructed with a water proof membrane over rigid insulation over metal roof decking supported by 24" deep steel bar joists spaced at 6'-8" to 7'-0" on center. Based on my analysis and design check I have determined the roof framing members are capable of supporting a 20 psf live load per code and a combined 22 psf for dead and collateral loading. I have estimated the dead load of the roof framing to be approximately 7 psf. Additional mechanical and electrical collateral loads are estimated to be no more than 5 psf. Therefore, it appears that the roof is capable of supporting approximately 10 psf in addition to the other live, dead and collateral loads that exists. It is my understanding that the existing refrigeration panels installed weigh approximately 3 to 5 psf so it appears the existing roof framing members are more than capable of supporting these loads without compromising the structural integrity of the roof framing system. Please contact my office if you have any gy"gns regarding this information. tsSVerytrulyyours, , too Structural Engineering Services„ . ; ' C E hi No. 59387 STATE OF OF W. Paul Koontz, P.E. Oo. A% ; . Florida P.E. Registration No. 59AAc*•40 R 10p''A 4: s%NAL E;;:•'• 4410 Caledonia Ave, Apopka, FL 32712 • (407) 884-4796 • Fax: (407) 358-5050 A6 /,7- 304v% Orlando Office Tampa Office 3144 North John Young Parkway S S MECHANICAL 2430 South US Hlghway 301 Orlando, FL 32804 Tampa, FL 33619 0 Orlando: 407.296.5211 Q Tampa: 813.283.2545 ®Fax: 888.219.2544 Q issmechanical.com Q CMC 1250294 REFRIGERANT DECLARATION The Father's Table: 2100 Country Club Road Sanford Florida April 15, 2019 New Blast Freezer and Storage Freezer Expansion. An expansion of the facility at the above address was completed in 2019 comprising of a blast freezer approximately 204,000-cubic feet and a storage freezer of approximately 111,300-cubic feet. Ten new 40 HP refrigeration circuits were installed in the blast freezer. Whereas two existing 30HP circuits were relocated to the storage freezer. Blast Freezer Condensing Unit: Heatcraft JLV800BL6D; Evaporator: Bohn BHE16SODPB ILD60061,61)) Circuit charge: Equipment specifications JLV80011-61) (R507A) 188lbs Lines charge: Liquid line — 70' x 7/8" @ 21.2lbs/100' = 14.84 — 25'=9.54lbs. Suction line — 70' x 2 1/8" @ 1.9lbs/100' = 1.33lbs — 25'=.855lbs. Total charge: 200lbs Class (Al) refrigerant 507A each x 2 system = 2,000lbs. IMC Chapter 11, Section 1103:1 Refrigerant Classification -Al Section 1103:1 Refrigerant charge/system per occ. Space per 1K cubic ft. 32lbs x 204=6,528lbs. 200' long, 40' deep, 25.5' high = 204,000 cubic ft. x 32lbs/1k cu, ft. = 372lbs. per circuit. System Charge: Within specifications. Storage Freezer Condensing Unit: Heatcraft BLV3001L61); Evaporator: Kramer KED120OPP-GT BLV3001L6D Circuit charge: Equipment specifications BLV30011.61) (R404A) 123lbs Lines charge: Liquid line — 80' x 7/8" @ 21.2lbs/100' = 16.96 — 25'=11.66lbs. Suction line — 80' x 2 1/8" @ 1.9lbs/100' = 1.5lbs — 25'=1.045lbs. Total charge: 136lbs Class (Al) refrigerant 404A each x 2 system = 272lbs. IMC Chapter 11, Section 1103:1 Refrigerant Classification -Al 1 Section 1103:1 Refrigerant charge/system per occ. Space per 1K cubic ft. 311bs x 203=8,526lbs. 80' long, 40' deep, 35' high = 12,000 cubic ft. x 31lbs/lk cu, ft. = 372lbs. per circuit. System Charge: Within specifications. 199'-V OUT -TO -OUT OF 11r 1- - - R Fj-_ 1 11 ` - - - _F f I- 1 LR - - - - 1 B I BJ-1 BJ-2 BJ-2 BJ-2 BJ-2 BJ-2 BJ-2 SJ-2 BJ-2 BJ-3 BJ-1 BJ-2 BJ-2 BJ-2 BJ-2 BJ-2 BJ-2 BJ-2 BJ-2 W-3 BJ-1 BJ-2 IJ-2 BJ-2 BJ-2 BJ-2 BJ-2 BJ-2 BJ-2 BJ-3 IRI RFI-2 RF3-2 RF3-2 RF3-2 RF3-2 RF3-2 RF3-2 RF3-2 RF3-2 RF3-2 D i PS-3 MB-3 PS -I MB-1 PS-1 MB-1 PS-1 me -I PS-1 MB-1 PS-1 MB-I PS-1 MB-1 PS-1 MB-1 PS-1 ma-1 PS-1 MB-4 PS-4 W N N m m m m m mNm mi m1 m 2 2 i i 2 7 C MB-3 me-1 MB-1 MB-1 MB-1 MB-I MB-1 MB-1 M8-1 MB-4 PS-5 FPS- 2 PS-2 PS-2 PS-2 PS-2 PS-2 PS-2 PS-2 PS-2 PS-6 JOISTS & BEAMS FRAMING PLAN 8'-0" 2) 3/4"x2 1 /2" GALV'D A3257 BOLTS (TYP.) MB-2 (W10x26) MB-1 (W10x26) W10x26 W10x26 4) BOLTS BY OTHERS f 1.5" "B" DECK PAN 5 1/2'xi 1/2' A325T BOLTS I I I I I I RAFTER GENERAL PLASTICS STRUCTURAL INSULATION FOAM BLOCK. (BY OTHERS) SECT SECTION S 15 1 4- 8' 1/2'x1 1/2- A325T BOLTS I I I I 4) 3/4" A325 _ BOLTS BY OTHERS RAFTER 1 34- 1 34- SECTION "B" 2"x1 1/2- 125T BOLTS SECT® 3/4"x2 1/2" GALV'D iT BOLTS (TYP.) 8" INSULATION BY OTHERS 8' PURUN GENERAL PLASTICS STRUCTURAL INSULATION FOAM BLOCK. (BY OTHERS) BJ-1 16K4 19'-3 1 /2" BJ-2 16K4 2" 19'-11/ 8 BJ-3 16K4 18'-9 " PS-1 P5xO.258 6'-0 3 PS-2 P5xO.258 5'-10 " PS-3 P5xO.258 6'-0 3 8" PS-4 P5xO.258 6'-0 3 8" 3/8" PS-5 P5xO.258 5'-10 PS-6 P5xO.258 5'-10 3/8" MB-1 W10x26 19'-5 7 16' MB-2 W10x26 7'-5 7 16" MB-3 W1ox26 18'-9 /16" Is MB-4 W10x26 18'-3 7 16" 2-2 NOES:Ill JOIST PROVIDED TO SUPPORT 1600if AIR UNITS. THESEUNITSARESUPPORTEDBYTHEBOTTOMCHORDOFJOISTS. FOLLOW JOIST MANUFACTURER'S RECOMMENDATIONS FOR REINFORCEMENT ANGLES WHEN CONCENTRATED LOADS DO NOT CORRESPOND WITH PANEL LOCATIONS. 121 EACH AIR UNIT IS SUPPORTED BY (2) JOISTS. 131 NO MORE THAN (2) AIR UNITS PER BAY. 141 W10 BEAMS PROVIDED TO SUPPORT ABOVE ROOF UNITS. 151 ROOF UNIT WEIGHT MUST NOT EXCEED 4620#. 161 ONLY ONE ROOF TOP UNIT ALLOWED PER BAY. BLDG#2 BLDG j1 KEY PLAN VULCAN STEEL STRUCTURES, INC EX] FINAL ERECTION PROJECT I THE FATHER'S TABL E ] FOR CONSTRUCTION ID , 24934-1 E ] FOR APPROVAL PROJECT SANFORD, FL 3277111OTHER, EXPLAIN ennoccc WALTER E. WOOD P.E. FLORIDA P.E.# 61323 500 VULCAN PARKWAY ADEL. GA 31620 v\cEnisF 0 NNoo 661323 o STATE OF S N h'\ CONSTRUCT101 Unit Cooler Mounting Most evaporators can be mounted with rod hangers, lag screws, or bolts. Use 5/16" bolt and washers or rod for up to 250 pounds, 3/8" for up to 600 pounds and 5/8' for over 600 pounds. Care should be taken to mount the units level so that condensate drains properly. Note that some unit cooler designs achieve drain pan slope by using different height mounting brackets. In this situation, the top of the mounting brackets should be level. Adequate support must be provided to hold the weight of the unit. When using rod hangers, allow adequate space betweyn the top of the unit and the ceiling for cleaning. To comply with NSF Standard 7, the area above the unit cooler must be sealed or exposed in such a way to facilitate hand Figure 4. Large Coolers and Freezers Placement O W Where one wall evaporator mounting Is satisfactory. Cooler or Freezers where one wall will not accommodate all required evaporators or where air throw distance must be considered. T T T 0 0 0 y y y O O O y y y T T T Defrost Troubleshooting Fan Motor cleaning without the use of tools. When lagging or bolting the unit flush to the ceiling, seal the joint between the top and the ceiling with an NSF listed sealant and ends of open hanger channels must be sealed to prevent accumulation of foreign matter. When locating unit coolers in a cooler or freezer, refer to Figures 1 through 4 for guidelines. NOTE: Always avoid placement of Unit Coolers direct above doors and door openings. Cooler or Freezer with y Glass Display Doors Baffled Unit - Allow sufficient space between rear of Unit Cooler and wall to permit free return of air. Refer to Figures 1-3 (page 3) for proper space. If the motor does not operate or it cycles on thermal overload, remove motor leads from terminal block and apply correct voltage across the leads. If motor still does not operate satisfactorily, it must be replaced. Before starting the unit, rotate fan blades to make sure they turn freely and have sufficient clearance. Fan Delay & Defrost Termination Control This control is a single pole double throw switch. The red lead wire is wired to common. The black wire is wired in series with the fan motors. The brown wire is wired in series with the defrost termination solenoid in the timer. The brown and red contacts close and the black and red contacts open when the temperature is above 55'F. The black and red contacts close and the brown and red contacts open when the temperature is below 35'F. On initial'pull down'of a warm box the fan will not start until the coil temperature reaches approximately 357. If the box is still comparatively warm (607) when the fan starts, then blowing this warm air over the coil may cause it to warm up to 55'F and thus stop the fan. Therefore, the fan may recycle on initial 'pull down' This control cannot be adjusted. If the fan motor fails to start when the control is below 357, disconnect the fan motor leads and check the motor as described for fan motors. Also check whether current is being supplied at "N" and '4" from the timer. The fan delay control must be below 3S"F when checking for a closed circuit. Defrost Heater If unit shows very little or no defrosting and does not heat, disconnect heater and check to find if it is burned out.To test, apply correct voltage across heater or use continuity flashlight battery tester. Drain Pan Ifdrain pan has an ice build-up, drain line may be frozen. The drain line should be pitched sharply and exit cabinet as quickly as possible. Sometimes location and ambient at the drain outside of cabinet may cause freeze-up. A drain line heater may be required to correct the freeze-up. Any traps in the dram line must be located in a warm ambient. Field Wiring a Baffle Glass4 Display Door Elevation view of glass display door cooler or freezer. Be sure air discharge blows above, not directly at doors. Provide baffle If door extends above blower level. The field wiring should enter the areas as provided on the unit. The wiring diagram for each unit is located on the inside of the electrical panel door. All field wiring should be done in a professional manner and in accordance with all governing codes. Before operating unit, double check all wiring connections, including the factory terminals. Factory connections can vibrate loose during shipment. 1. The serial data tag on the unit is marked with the electrical characteristic for wiring the unit. 2. Consult the wiring diagram in the unit cooler and in the condensing unit for proper connections. 3. Wire type should be of copper conductor only and of the proper size to handle the connected load. 4. The unit must be grounded. 5. For multiple evaporator systems, the defrost termination controls should be wired in series. Follow the wiring diagrams for multiple evaporator systems carefully. This will assure complete defrost of all evaporators in the system. 6. Multiple evaporator systems should operate off of one thermostat. 7. If a remote defrost timer is to be used, the timer should be located outside the refrigerated space. WARNING: All wiring must be done In accordance with applicable codes and local ordinances. Ird( // 4 o/p - I m - L, c .,r6u N CONDENSER REQUEST FOR PRE -POWER COMME14CIAL PROPERTIES Altamonte Springs, Casselberry, Lake Mary, Longwood, Oviedo, Sanford, Seminole County, Winter Springs rxr 75Ti--r, W/&r / / Project l amc: uIIPEGh44Sj Project Address:_ / a- ein 4- C d6 Building Permit c+ 7 / 3 v Blxtrical Permit d 7' In consideration for authorizing the appropriate ut li:y company to energize the facility, we agree with and understand the following: I . The facility will not he occupied until a cc rtifrcate of occupancy has been issued. Z. if thejurisdiction hereafter finds that the facility has been occupied before a certificate of occupancy hasbeenissued, the jurisdiction will have the inilateral right to direct the utility to terminate electrical service without notice. Furthermore, we undentar.d and agree that should thejurisdiction exercise such right, thejurisdictionwillnotberesponsibleforanddamagesorcostswhichmayresultfromtheexerciseofsuch right. Also, in the event any third party claims damages from the exercise ofsuch right. w: agree tojointly and individually indemnify and hold harmless the jurisdiction from all such damages and costs. includingattomey's fees. 3. The building or structure shall be weather tight and secure. The electrical wiring in the area designated for pre -power shall be complete and in safe order. All electrical services associated with the area will be 100% complete unless specifically approved by =tic electrical inspector. 4. Interior electrical rooms shall be lockable, ifelectrical panels are in an area a..at cannot be locked by doors. the panels shall be equipped with a locking mechanism (approved by the AM). The licensed electrical contractor or his licensed representative shall hold the keys(s) for such access to electrical panels to prevent energising circuits other than those that arc safe. s. If provided, the fire sprinkler system must be operational, per the local AHJ rNuirements, with water on the system prior to prc-power. 6. This pre -power approval is valid for a max imum of 180 days from date ofapproval. 7. Check witb the local jurisdiction for fees associated with pre -power. jttt '). W%L e l 4 _ uc 1` T. Print Namc ofOw•ncr/Tenant rut ie f Co r Prirt \'am of jt. f:ontractor 4ire o w•ner- tenant Signa re f Gen. Contractor Sign -r: Contractor K4L_I6 jZZ4S F,(1309- Gen. Contractor License k El. Contractor License JURISDICTION EMPLOYEE NANtE: J VRJSDICTION: CALLED N70: a Progress Energy o Florida Power and Light on IRev 02 1015) FIRE INSPECTIONS CITY OF SANFORD 10 407.562,2786 BUILDING & FIRE PREVENTION BUILDING INSPECTIONS 300 N PARK AVE 855.541.2112 SANFORD FL 32771 DRIVEWAYS -SIDEWALK 407.688.5080 Page 2 Application Number . . . . . 17-00003046 Date 7/17/18 Application pin number . . . 380630 Revision number . . . . . . . 3 Other Fees . . . . . . . . . 01-APPLCTN FEE -BUILDING 75.00 O1-APPLCTN FEE -MECHANIC 25.00 O1-BLDG PLAN REVIEW 6615.00 O1-PREPOWER AGREEMENT 100.00 O1-FIRE SPRINKLER TESTING 75.00 O1-FIRE INSPECT -NEW CONST 75.00 O1-FIRE IMP-NR 9.01.2017 1197.48 O1-PLAN ALTERATIONS 100.00 O1-POLICE IMP-NR 9.1.2017 1200.60 O1-SLOG DCA SURCHARGE 254.70 O1-BLDG DBPR SURCHARGE 380.06 O1-FIRE ALARM SYSTEM TEST 75.00 Fee summary Charged Paid Credited Due Permit Fee Total 15475.00 15475.00 .00 00 Other Fee Total 10222.84 10122.84 .00 100.00 Grand Total 25697.84 25597.84 .00 100.00 FAILURE TO COMPLY WITH MECHANIC'S LEIN LAW CAN RESULT IN THE PROPERTY OWNER PAYING TWICE FOR BUILDING IMPROVEMENTS. NOTE: ALL FEES MUST BE PAID PRIOR TO C.O. BEING ISSUED. NOTE: PLEASE BE ADVISED ALL PERMITS MUST BE INSPECTED.