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HomeMy WebLinkAbout1401-1481 WP Ball Blvd 04-2591PERMIT ADDRESS N�-1()` "-Vy \ U2P ��D S JA CONTRACTOR ADDRESS PHONE NUMBER Young Contracting Co. Inc. 8215 Roswell Rd Bldg. 400 Atlanta, GA 30350 CGC053552 770-522-9270 FAX 770-522-9273 PROPERTY OWNER ADDRESS North American Properties LLC 1080 Holcomb Bridge Bldg 200 Ste. 150 Roswell, GA 30076 770-325-4912 PHONE NUMBER ELECTRICAL CONTRACTOR SUBDIVISION PERMIT # 6 ` a �c�� DATE PERMIT DESCRIPTION PERMIT VALUATION SQUARE FOOTAGE %N�) MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR y MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE CITY OF SANFORD PERMIT APPLICATION Pern-,;t # a-S" 03"l,3 Date: Z Ca A!? z X' 2e>z>5 Job Address: �ii01' �� ►�+ �4� g�V[�. s� �(p. �� Description of Work: pV y-,e5--e y- Historic District: Zoning: Value of Work: S SCOD Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets _ Occupancy Type: Residential Commercial Construction Type: # of Stories: Addition/Alteration Change of Service Temporary Pole _ _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: N A P `I Phone: -7 70 — Contractor Name & Address: 7ojV\L Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Contact Person: State License/Number: Phone:,7-70'52%/3 Phone: Fax: 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. 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of the require o lorida U La , 713. Z L • Os Signature of Owner/Agent Date Signa te of Contractor/Agent a Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: AD S-r"\-VIA on t Ag s Name Signatitregf,V&�-StpEUtt�A-DEGRAVE Date * MY COMMISSION I# DO 164280 EXPIRES: November 12, 2006 e°� o d Thru 8,, t Notary Service: Contractor%g�im`� is ersonally, Known to Me or Produced ID (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) C7 ��O 16 PARTIAL FLOOR PLAN RFI70 SCALE: 1/8'=1'-0' NOTE: REFER TO SHEET RA-1.5 REVISION SUMMARY A. CLARIFIED DUMPSTER LOCATION & DIMENSIONS CLIENT 1 NORTH ANI ICAN PROPERTIES NORTH AMERICAN PROPERTIES. ATLANTA 11160 HOLCOMB BRIDGE ROAD BNLOINO no. SITE IW ROSWELL. OA 3W75 TEL (M) 6I54369 FAX PM aassaw PROJECT JOB NUMBER BY SHOPS 'F' — MSTC 0208616 JLS / DEB LOCATION DATE DRAWING SANFORD, FL APRIL 19, 2005 R F 170-16 IV FIA PHILLIPS P A R T N E R S H I P 9000 CENTRAL PARK WEST, SUITE 400 ATLANTA, GA 30328 Architecture • Interior Design . Planning 770.3943616 T" 770.3943314 CITY OF SANFORD PERMIT APPLICATION Permit #: 6'S !4?T 4 Date: Job Address: 140 t' Description of Work: Historic District: Zoning: Value of Work: S 3,Coo, Oa Permit Type: Building Electrical Electrical: New Service — # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential - Commercial Mechanical 4__ Plumbing Fire Sprinkler/Alarm Pool — Addition/Alteration Change of Service Temporary Pole — Replacement New (Duct Layout & Energy Ca1c. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial _ Industrial Total Square Footage: Construction Type: # of S%ries: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: (Attach Proof of Ownership & Legal Description) Number: Phone: 3.31l-sTM- 341,40) Architect/Engineer. Phone: Address: Fax: 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. OWNER'S AFFIDAV IT: I 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 of the property of the require is Floridd Lien Law, FS 713. Q. Datlt Signature of Owner/Agent Date a Contractor/Agent / �A42 #2 / ?4AW-I¢s _-VA, —I ( 2 Z ) O.� Print Owner/Agent's Name nt tor/ is Name Signature of Notary -State of Florida Date Signature of Notary -State of Florida Date Owner/Agent is. Personally Lown to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: P DEBEPE SCANTON Contractor/ g r' RdE�aally,Kn9�Ygtltgl[�ftasl Produ I FXPIHtsl Fnhrran. 7q 2nn- 1.6o0•341'7rn oy FL \'a'r: `iccount Assoc. Co. Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) CITY OF SANFORD PERMIT APPLICATION �r:L�Permit #: S Date: Job Address: ! �/ f<, Description of Work: •fiy fti • Historic District: Zoning: Value of Work: S 34' Oe) Permit Type: Building Electrical Mechanical —k— Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential - Commercial Construction Type: #'of S%ries: Parcel #: Owners Name & Address: Contractor Name & Address: 0 Phone & Fax: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: _ Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair — Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) (Attach Proof of Ownership & Legal Description) Phone: 1A W to License Number: r&-05-eoT7 y 3.3y�d'-� act Person: Q ` N Phone: S30 Phone: Fax: 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. OWNER'S AFFIDAVIT: I 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this pemlit, 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 pernits required from other govemmental entities such as water management districts, state agencies, or federal agencies. Acceptance of per -it is verification that l will notify the owner of the property of the require is Floriy Lien Law, FS 713. Signature ofOwner/Agent Date a Contractor/Agent DW Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is . • • Personally own to Me or Produced ID APPLICATION APPROVED BY: Bldg: Zoning: (Initial & Date) Special Conditions: Signature (Initial & Date) Utilities: Name e.oLlilgnga _ Date DEBBIE 13LANTON h1Y COh;`AISSION # DD 188491 Personally KriownPftew w z r ti,...r... _ _ . FD: (Initial & Date) (Initial & Date) c3 1 1A�� CITY OF SANFORD PERMIT APPLICATION (Attach Proof of Ownership & Legal Descrilt0nti) Phone: Permit # :�� �—TT7- Date: Job Address: Description of Work: _ sTr /l (/�j 5-S c. Tc, ti Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical Plumbing Electrical: New Service - # of AMPS Addition/Alteration env Fire Sprinkler/Alarm Pool Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Cale. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: /i/a .- i 4 1911�- Contractor Name & Address: Address: Mortgage Lender:_ -- Address: Architect/Engineer: Pm 100 ^ FM 1\ 1 F IA Phone: 11 Address: \! 1 1_ Far: — Application is hereby made to obtain a permit to do the work and installatio as mdicated. I certify that no work or installation has commence.0 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 mat a ccParate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, acid AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I certify that all of the foregoing information is accurate and that all work will be done in compliance with all applicable, laver regulating construction and zoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AIJ ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional restrictions applicable to this property that may be found in the pttblic mcords of this county, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or frxferal agencies. Acceptance of permit is verification that I will notify the owner of the property of the requiremen Florida Lien Law, 73 l / 17,0 f oS- Signature of Owner/Agent Date Signature of Contractor/Agent Date O' Print Owner/Agent's Name Prin ntractodAgent's Nam Signature of Notary -State of Florida Date Sign re of Notary-S, a of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID Contractor/Agent is X Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg:L/I'L a U 5 "Zoning: Utilities: (Initial & Date) (Initial & Date) Special Conditions: FD: (Initial & Date) LINDA L. PHILLIPS Notary Public, State of Florida My comm. exp. Sept. 29, 2006 Comm. No. DD 154192 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PH NE # 407-302-1091 * FAX #: 407-330-5677 DATE:-4D5- PERMIT #: U, S — i -` 6V BUSINESS NAME / PROJECT: '' \ O .�IR ADDRESS: PHONE NO.: FAX NO.: CONST. INSP. (] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW F. A. [ ] ic.S. �] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT TENT PERMIT ] / - TANK PERMIT [ ] OTHER' �, r, TOTAL FEES: $ _C!S d • (PER UNIT SEE BELOW) COMMENTS: So, C;, \ / Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that will comply with all applicable codes and rdinances of the City of S Florida. 7- San fo d Fire Prev n Division Applicant's Signature SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI. 32771 / P. O. Box 1788, Sanford, FI. 32772 (407 302-2520 / FAX (407) 302-2526 Plans Review Sheet Date: January 25. 2005 Business Address: 1401-1481 W.P. Ball Blvd Oce. Ch. #36 Mercantile Business Name: Shops "F" Ph. ( ) Contractor: Eagle Fire Protection Inc. Ph. (407) 656-8387 FAX (407)656-9405 Reviewed [ l Reviewed with comment [ X ] Rejected [ l Reviewed by: Timothy Robles, Fire Protection Inspector/Plans Examiner �Ic Comment: Instillation of One (1) types of design area. Ceiling Height Varies — Per N.F.P.A. #13 179 Total head install. Point of Service connection a, 5' (ft) from exterior of building. Viking MI/2" Brass M'/ 155 Degree BRASS UPRIGHT 45 Heads Viking 155 M '/ Chr 1/2"' Rec m-1/2 134 Heads :- Post signs on all fire sprinkler valves and (or) fire inspectors test valves :- k-Factor 5.6 wet hose allowance 150 gallons • Tamper switches required on all inside and outside fire sprinkler valves • Two hour above hydro, and flush required • Do not block access to hose cabinets , and fire inspector test valves ... Fire Protection by Computer Design EAGLE FIRE PROTECTION INC. 1205 CROWN PARK CIRCLE WINTER GARDEN FLORIDA 34787 407 656-8387 Job Name F SHOPS SANFORD Building NEW Location SEMINOLE TOWNE CENTER System 1 Contract 04-55E Data File 04-55.WXF JAMES M. CURTIS. P.E. 8801 Hunters Lake Drive Suite # 221 Tampa, FL 33647 Certificate # 37912 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 'EAGLE FIRE PROTE t,TION INC. F SHOPS SANFORD Page 1 Date Hydraulic Design Information Sheet Name - F SHOPS SANFORD Date - 1/17/05 Location - SEMINOLE TOWNE CENTER Building - NEW System No. - 1 Contractor - YOUNG CONTRACTING CO., INC. Contract No. - 04-55E Calculated By - FRANK EDWARDS Drawing No. - 1 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height - VARIES Occupancy - RETAIL STORE S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. ( ) 1 ( ) 2 ( ) 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C ( ) Figure Curve S Other T Specific Ruling Made By Date E M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - .2 (X) Wet Make VIKING D Area Per Sprinkler - 130 ( ) Dry Model M E Elevation at Highest Outlet - 17 ( ) Deluge Size 1/2 S Hose Allowance - Inside - 100 ( ) Preaction K-Factor 5.6 I Rack Sprinkler Allowance - ( ) Other Temp.Rat.155 G Hose Allowance - Outside - 150 N Note Calculation Flow Required - 338.77 Press Required - 38.820 At BOR Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - JANUARY 04 Cap. - T Time of Test - Rated Cap.- Elev.- E Static Press - 52 © Press - R Residual Press - 45 Elev. - 2 Well Flow - 2040 Proof Flow S Elevation - 2 U P Location - SEE SITE PLAN P L Source of Information - CITY OF SANFORD UTILITIES Y C 0 M M S T O R A G E Commodity Class Location Storage Ht. Area Aisle W. Storage Method: Solid Piled % Palletized Rack ( ) Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. R ( ) Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non A ( ) Mult. Row ( ) Open Shelf C K Fl_ue ci Spang _ Clearance:Storage to Ceiling Longitudinal Transverse Horizontai Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Water Supply Curve (C) EAGLE FIRE PROTECTION INC. Page 2 F SHOPS SANFORD Date City Water Supply: C1 - Static Pressure 52 PSI C2 - Residual Pressure: 45 PSI C2 - Residual Flow 2040 GPM 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 300 600 900 1200 1500 1800 2100 2400 2700 FLOW (N ^ 1.85 ) D1 -Elevation 6.496 PSI D2 -System Flow 438.77 GPM D2 -System Pressure 41.205 PSI Hose (Adj City) GPM Hose (Demand) 150 GPM D3 -System Demand 588.77 GPM Safety Margin 10.092 PSI C1 2 D1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary 'EAGLE FIRE PROTECTION INC. F SHOPS SANFORD Fitting Legend Abbrev. Name A Generic Alarm Va B Generic Butterfly Valve C Roll Groove Coupling D Dry Pipe Valve E 90' Standard Elbow F 45' Elbow G Gate Valve H 45' Grvd-Vic Elbow I 90' Grvd-Vic Elbow J 90' Grvd-Vic Tee K Detector Check Valve L Long Turn Elbow M Medium Turn Elbow N PVC Standard Elbow O PVC Tee Branch P PVC 45' Elbow Q Flow Control Valve R PVC Coupling/Run Tee S Swing Check Valve T 90' Flow thru Tee U 45' Firelock Elbow V 90' Firelock Elbow W Wafer Check Valve X 90' Firelock Tee Y Mechanical Tee Z Flow Switch Page 3 Date Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fittings Summary 'EAGLE FIRE PROTECTION INC. F SHOPS SANFORD Page 4 Date Unadjusted Fittings Table 1/2 3/4 1 _ _ 1 1/4 _ 1 1/2 _ _ 2 _ 2 1/2 3 3 1/2 4 A 7.7 21.5 17.0 B 7.0 10.0 12.0 C 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 D 9.5 17.0 28.0 E 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 F 1.0 1.0 1.0 1.0 2.0 2.0 3.0 3.0 3.0 4.0 G 1.0 1.0 1.0 1.0 2.0 H 1.0 1.5 2.0 2.0 3.0 3.0 3.5 3.5 1 2.0 3.0 4.0 3.5 6.0 5.0 8.0 7.0 J 4.5 6.0 8.0 8.5 10.8 13.0 17.0 16.0 K 14.0 14.0 L 1.0 1.0 2.0 2.0 2.0 3.0 4.0 5.0 5.0 6.0 M 2.0 2.0 3.0 3.0 4.0 5.0 6.0 6.0 8.0 N 7.0 7.0 7.0 8.0 9.0 11.0 12.0 13.0 O 3.0 3.0 5.0 6.0 8.0 10.0 12.0 15.0 P 1.0 1.0 1.0 2.0 2.0 2.0 3.0 4.0 Q 18.0 29.0 35.0 R 1.0 1.0 1.0 1.0 1.0 1.0 2.0 2.0 S 4.0 5.0 5.0 7.0 9.0 11.0 14.0 16.0 19.0 22.0 T 3.0 4.0 5.0 6.0 8.0 10.0 12.0 15.0 17.0 20.0 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5.0 6.8 w 10.3 x 8.5 10.8 13.0 16.0 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22.0 Z 2.0 2.0 2.0 3.0 4.0 5.0 6.0 7.0 8.0 10.0 5 6 A 17.0 27.0 B 9.0 10.0 C 1.0 1.0 D 47.0 E 12.0 14.0 F 5.0 7.0 G 2.0 3.0 H 4.5 5.0 1 8.5 10.0 J 21.0 25.0 K 36.0 L 8.0 9.0 M 10.0 12.0 N O P Q 33.0 R S 27.0 32.0 T 25.0 30.0 U 4.2 5.0 V 8.5 10.0 W 13.1 x 21.0 25.0 Y Z 12.0 14.0 8 10 12 14 16 18 20 24 29.0 12.0 19.0 21.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 9.0 11.0 13.0 17.0 19.0 21.0 24.0 28.0 4.0 5.0 6.0 7.0 8.0 10.0 11.0 13.0 6.5 8.5 10.0 18.0 20.0 23.0 25.0 30.0 13.0 17.0 20.0 23.0 25.0 33.0 36.0 40.0 33.0 41.0 50.0 65.0 78.0 88.0 98.0 120.0 55.0 45.0 13.0 16.0 18.0 24.0 27.0 30.0 34.0 40.0 16.0 19.0 22.0 45.0 55.0 65.0 76.0 87.0 98.0 109.0 130.0 35.0 50.0 60.0 71.0 81.0 91.0 101.0 121.0 5.0 13.0 31.8 35.8 27.4 33.0 18.0 22.0 27.0 35.0 40.0 45.0 50.0 61.0 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Pressure / Flow Summary - STANDARD ' E•AGLE FIRE PROTECTION INC. F SHOPS SANFORD Node Elevation K-Fact No. 1 17.0 100 17.0 5.6 101 17.0 5.6 102 17.0 5.6 103 17.0 5.6 3 17.0 104 17.0 5.6 105 17.0 5.6 106 17.0 5.6 107 17.0 5.6 5 17.0 108 17.0 5.6 109 17.0 5.6 110 17.0 5.6 111 17.0 5.6 7 17.0 112 17.0 5.6 9 17.0 11 17.0 13 17.0 2 13.0 4 13.0 6 11.0 8 11.0 10 11.0 12 11.0 14 11.0 TOR 11.0 BOR 2.0 U1 2.0 TEST 2.0 Page 5 Date Pt Pn Flow Density Area Press Actual- - -- - - Actual - _ _ Req. 21.99 na 21.61 na 26.03 .2 130 7.0 21.56 na 26.0 .2 130 7.0 21.56 na 26.0 .2 130 7.0 21.62 na 26.04 .2 130 7.0 22.0 na 21.62 na 26.04 .2 130 7.0 21.56 na 26.01 .2 130 7.0 21.57 na 26.01 .2 130 7.0 21.63 na 26.05 .2 130 7.0 22.03 na 21.65 na 26.06 .2 130 7.0 21.6 na 26.02 .2 130 7.0 21.6 na 26.02 .2 130 7.0 21.66 na 26.07 .2 130 7.0 22.1 na 22.29 na 26.44 .2 130 7.0 22.15 na 22.18 na 22.18 na 25.83 na 25.84 na 26.74 na 26.99 na 27.11 na 27.28 na 27.51 na 28.71 na 38.83 na 100.0 39.25 na 150.0 41.21 na The maximum velocity is 7.45 and it occurs in the pipe between nodes 14 and TOR Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard 'EAGLE FIRE PROTECTION INC. Page 6 F SHOPS SANFORD Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv "***** Notes Point at Pf/LlL Eqv. Ln. Total Pf Pn 1 -50.60 2.203 1 T 13.639 5.917 21.990 to 120 13.639 0.0 100 -50.6 -0.0195 19.556 -0.382 Vel = 4.259 100 26.03 2.203 10.000 21.607 K Factor = 5.60 to 120 0.0 0.0 101 -24.57 -0.0051 10.000 -0.051 Vel = 2.068 101 26.00 2.203 10.000 21.556 K Factor = 5.60 to 120 0.0 0.0 - 102 - --- 1.43- 0-0- - - - ---- 10.000 ---- -- - -- - Vel = 0.120 102 26.00 2.203 10.667 21.556 -- - - - K Factor = 5.60 to 120 0.0 0.0 1.03 _ -27.43 0.0063 - - __10.667-_ 0.067 _ - Vel = 2.309 103 26.04 2.203 2E 6.819 87.000 21.624 - K Factor = 5.60 to 120 1 T 13.639 27.278 1.732 2 53.47 0.0216 114.278 2.473 Vel = 4.501 0.0 53.47 - -`--- _-- - -- --- - 25.829 - -_ _K Factor = 10.52 3 -50.61 2.203 1 T 13.639 5.917 21.998 to 120 13.639 0.0 104 - -50_61- -0.0195 _ - - -0.382 Vel = 4.260 104 26.04 2.203 -19.556 10.000 - 21.616 _- -- - K Factor = 5.60 to 120 0.0 0.0 105 -24.57 -0.0051 10.000 -0.051 Vel = 2.068 105 26.00 2.203 10.000 21.565 K Factor = 5.60 to 120 0.0 0.0 106 1.43 _0.0 - _- --- 10.000 -- - --- Vel = 0.120 106 26.01 2.203 10.667 21.565 - _ K Factor = 5.60 to 120 0.0 0.0 107 _ 27.44 0.0063 10.667 0.067 = 2.310 107 26.04 2.203 2E 6.819 87.000 21.632 _Vel K Factor = 5.60 to 120 1 T 13.639 27.278 1.732 4._- _ - 53.48_ 0_0216 114.278- -_ 2.473 - - - _ -Vel _ 4.501 0.0 53.48 25.837 K Factor = 10.52 5 -50.64 2.203 1 T 13.639 5.917 22.031 to 120 13.639 0.0 108 -50.64 -0.0196 _ _ 19.556 -0.383 _ _ Vel = 4.262_ 108 26.05 2.203 10.000 21.648 _ _ K Factor = 5.60 to 120 0.0 0.0 109 -24.59 -0.0051 10.000 -0.051 Vel = 2.070 109 26.03 2.203 10.000 21.597 K Factor = 5.60 to 120 0.0 0.0 110 1.44 0.0 10.000 Vel = 0.121 110 26.02 2.203 10.667 21.597 K Factor = 5.60 to 120 0.0 0.0 111 27.46 0.0063 10.667 0.067 Vel = 2.311 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Standard 'EAGLE FIRE PROTECTION INC. Page 7 F SHOPS SANFORD Date Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C'or Ftng's Pe Pv *'**"* Notes Point Qt Pf/UL Eqv. Ln. Total Pf Pn 111 26.07 2.203 2E 6.819 87.000 21.664 K Factor = 5.60 to 120 1 T 13.639 27.278 2.599 6 _ 53.53 - 0.0217- - ----- - 114.278 2.478 - - Vel = 4.506 0.0 -- - -53.53 - -- - - - - _--_ _-- 26.741 - K Factor = 10.35 7 20.89 2.203 1 T 13.639 36.583 - _- 22.099 - - to 120 13.639 0.0 112 - 20.89 -0_0038 - - --_ ---50.222 0.191 Vel = 1_758 112 26.44 2.203 3E 6.819 87.500 22.290 - K Factor = 5.60 to 120 1 T 13.639 34.097 2.599 8 47.33 0.0173 121.597 2.099 Vel = 3.984 0.0 47.33 -- - - - - - ^ -- -_ 26.988 K Factor = 9.11 9 41.71 2.203 2T 13.639 125.000 22.151 to 120 3E 6.819 47.735 2.599 10 41.71 0.0137 172.735 2.360 Vel = 3.511 0.0 _ 41.71 - - --- - - -- -- --- - - 27.110,- - - Factor = 8.01 11 43.08 2.203 2T 13.639 125.000 22.176 - -- _K - - to 120 3E 6.819 47.735 2.599 12_ _ 43.08 0.0145 - -_ - - 172.735 2.506- - - _ Vel = 3.626 0.0 - - -- -- -_ 43.08 - ----- - -- - 27_281 _ -- - K Factor = 8.25 13 46.17 2.203 2E 6.819 124.500 22.184 -- to 120 2T 13.639 40.916 2.599 14 46.17 0.0165 165.416 2.728 - - - Vel = 3.886 0.0 -- 46.17 - - - - - - - - - -- - - - 27.511 - -- K Factor = 8.80 1 50.60 4.31 12.000 21.990 - - - to 120 0.0 0.0 3 50.6 0.0007 - - - - - 12.000 - - 0.009 Vel = 1.113 3 50.61 4.31 12.000 _ - 21.998 - - to 120 0.0 0.0 5 101.21 0.0027 - 12.000 0.032 Vel = 2.226 5 50.64 4.31 12.000 22.031 to 120 0.0 0.0 7 151.85 0.0057 - - 12.000 _ 0.068 Vel = 3.339 7 -20.89 4.31 12.000 22.099 - to 120 0.0 0.0 9 130_96 _0.0043 - -- ---12.000 - _ 0.052 Vel _ 2.880 9 -41.71 4.31 12.000 22.151 - - to 120 0.0 0.0 11 89.25 0.00_22 - --- - -- - -- - 12.000 ----- 0.026 _ Vel = 1.963 11 -43.08 4.31 12.000 22.176 to 120 0.0 0.0 13 46.17 0.0007 12.000 0.008 Vel = 1.015 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 ^FiD8| C8lCu|akk]OS- Standard . -E-AGLEFIRE PROTECTION INC. Page 8 Date Hvd. Qa Dia. Fitting Pipe � Ft Ft Ref. ^C� or Ftng's Pm Pv ^°^^°`^ Notes Point {2t Pf/UL, Eqv. Ln. Total Py Pn 0.0 4617_ 22.184 Factor S_D 2 53.47 4.31 12.000 25.829 .-N to 120 0.0 0i0 4__ _ 53.47 0]}008 12]}00 OlUO Vel 4 53.48 4.31 12.000 25.838 _1178 _ _ to 130 0.0 0.866 6 100.95 _ 0.0030 _ _ _ _ _ _ 12.000 0]}36 _ 5 53.53 4.31 2E 13.837 11.500 26.740 _ _Ve|_2-52 to 120 27.874 0.0 8 _ _ _160.48 8lK063 39374 0.248 Vel 3.529 D 47.33 4.31 12.000 26.888 _ to 120 0.0 0.0 10_ _ 207]810.0102 12--' 0i122 Ve|= 4.570 10 4171 4.31 12.000 27110 _ to 120 0.0 0.0 13 249.52 0.0142 12.}0U 0171 Vel = 5.487_. 12 43.08 4.31 12.000 27.281 to 120 0.0 0.0 14_ _ 292- 0.0191 12.000 0.229 Ve|= 6.434__ 14 4617 4.31 2E 13.937 20.000 37.510 to 120 27.874 0.0 _TOR _33877 0])25147.874 1200 Ve|= 7.450 TOR 0.0 6.357 1B 12.573 5.800 28.710 to 120 1G 48.235 52.908 8.898 Fixed loss =S BOR 338.77_ 0.0038 57.808 0_18 Ve|=_3.424 B<]R 100.00 6.08 2E 21.411 37.667 38.826 KFactor =100.O0 to 150 1G 4.588 47.408 0.0 V1 _ 438.77 0.0050 85.0750.426 _ Vo|= 4_849_ U1 150.00 6.08 1F 10705 185.000 38.252 Qa=150 to 150 1T 45.881 61.172 0.0 TEST _ 588.77 .0]}086 _ 1G 4.588 226172 1.953 Ve|= 6.506 - Computer Programs byHydmtecInc. Rnuhe111 Windham N8USA 03087 Flow Diagram EAGLE FIRE PROTECTION INC. Page 9 F SHOPS SANFORD Date 1 50.60 100 2y57 101 1.4} 102 2743 103 - 53.47 2 i 50.60 i 53.47 3 50.61 104 24.57 105 1.43 106 27.44 107 53.48 4 i 101.21 1 106.95 5 50.64 108 - 24.59 log 1.44 110 - 27.46 111 53.53 6 i 151.5$ 7 .- 20.89 112 •- 47.33 8 1 130.96 9 41.71 10 i 59.25 i 249.52 11 43.09 12 1 46.17 1 292.60 13 46.17 14 1 50.60 3 101.21 5 .- 151.85 7 130.96 9 .- 89.25 11 46.17 13 i 41.71 i 43.08 1 46.17 2 .- 53.47 4 .- 106.95 6 .- 160.48 8 .- 207.81 10 •- 249.52 12 •- 292.60 14 .- 333.77 TOR •- 338.77 BOR - 438.77 U1 .- 588.77 TEST Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 „.,EAGLE FIRE PROTECTION, INC. PHONE:407-656-8387 1205 CROWN PARK CIRCLE • WINTER GARDEN, FLORIDA 34787 FAX: 407-656-9405 SHOPS ” F " SEMINOLE TOWNE CENTER SUBMITTAL DATA GENERAL CONTRACTOR YOUNG CONTRACTING CO., INC. 8215 ROSWELL ROAD BUILDING 400. ATLANTA , GEORGIA . u� .. ...,�lg._.la,+v.__ Y:..�_. may.._ .. te►. =:.�� .. �. CONTENTS l ) VIKI.NG SPRINKLERS 2) ALLIED PIPE SCH 1.0-40 3) ALLIED PIPE DYNA- 14LOW 4 ) ANVIL THREADED FITTINGS 5) GRUVLOK GROOVED PRODUCTS 6) HANGERS , IZINGS,BEAM CLAMPS 7) AGF TEST AND DRAIN VALVE 8) BALL VALVE 9) FLOW SWITCH, ELEC. BELL 10) F.D.C. i .ii.r.• __. .J.w- i1i•-%?i71:.�__ _ :. i>Yi_ �- - 41". x e..'":.- ,•• - - .•- --« 'ter "":`eisa..-,n._ _ N I I KJ I I l*r*i " 1. PRODUCT NAME Vrking Faicromallc' Model M and r.41Cro- 11 ollrl-fP'• klodel f,1 Standard Response ${uinklefs -Available Styles: Upright, f1�.-ndent, and Curwenllonal 2. MANUFACTURER I'he Viking Cotporatiori 210 N 11iduSti]al Palk Road 1-lasongs, Michigan 49056. U.S.A. I elephone: (2G9) 945.9501 MICROMATIC' AND Mjcromra(jCl-IP' STANDARD RESPONSE: SPRINKLERS (877) 384-54G4 Uptight Pendent Conventional I ar: (269) 945-9599 Sprinkler Temperature Nominal Sprinkler Temperature Max. Ambient Bulb email: IechsvCsn)viknulcory>.coni _ Classilic�tion (gating (Fusing Point)_• Ceflin Tem eraturet� Colorz 9-- 3. PRODUCT DESCRIPTION - - � Ordinary ISS F (68-1c _ ..__Loo_°F.(3a.^cJ__ _ �(��;_ Viking Microinatic'N and MicrornalicHP"r _ Inl�nn1511a1G _ _ 175 f (Z� °C) _�0 �F _ Y[led Standard Hesponse Sprinklers are small Ihern]osensitive spray sprinklers available in __Ij]Iccmedi ilc. -- ! •• 21.2_"F (100."C). HiyFi °C) several finishes, temperature ratings, 28G.'F 1;1• liiyh I ( L '� 225 "F (t0. °G) OItiv and orifice sizes to t]eel design require- - --- -I!.a ! . _._3Q0-°F (2YSr) _ _I -_ 390 "F_ t49 ° Mauv • Ulpa( High° ) °F (- •C`)' - -�- °C) menls. 1'he small frame and 5 fnm glass bulb provide a pleasing appearance. UsedJ 500 (260 4G5 °F (240 "C) I. Black Sprinkler Finishes: Brass, Bnt h1 Brass. Chrom e-[nluy .White Polyester (While Poly Knish for ni conjunction with one of the various cot- Slrrinkler Base Fail Nos. 10138. 10139. 10141. and 10220 only), Black Polyester, and Black Teflonf. roslon-resistant coatings, the units provide pfolCChon against many corrosive environ' Corrosion -Resistant Coatings: While Pot yester (White Poly finish for Sprinkler pose Part Nos. 10138. i0 t 39, 10141. and 10220 only), Black Polyester, meals. In addition, the F olyester finishes and leflori coating can also be used in and Black Teflon"'in all lent. peralule ratings. Wax -Coated Brass and Wax over Polyester finish•`' for sprinklers with the following lemperature ratings. decorative applications where colors are 155 °F (68 °C) [.t. Brown Wax 200 "F (93 "C) Brown Wax 286 "F (141 °C) Ok. Brown Wax °F�79 desired. 175 `C) prawn Wax 212 "F (100 °C) fit own Wax During fire conditions, the heal -sensitive I Based on NFPA•13. Other limits may apply, depending on fire loading, sprinkler location liquid in the glass bulb expands, causing the bulb to shatter, releasing the pip cap and other requirernentsofthcAuthorityHavingJurisdiction. Refer to specific installation z The temperature ruing is stamped on the deflector. and sealing spring assembly. Water flow- Thecorrosion-resistant coatings havepassed the standard corrosion lest required by ilia ap. Ing Ihfough [he spnnklef OrrficL strikes the spnnkler deflector, forming a uniform spray proving agencies indicated on pages I I b-d. These tests cannot and do not represent all possible corrosive environments. Prior to installation, verify through the end -user that the patient to e0inguish of control the lire. coatings ate cornpalible with or suitable lot the proposed environment. The coatings indi- cared are applied to the exposed exterior surfaces Viking Standard Response GlaSS•BLllb Style Sprinklers may be ordered and/or used as only and, therefore, the sprinklers can - not be used as often sprinklers. Note that the spring is exposed on sprinklers with Poly fin• ishes and Teflons coatings. open sprinklers (glass bulb and pip cap a5- ° Sprinklers of Ultra•1lrgh temperature rating are intended for use insideovens, dryers, or sir)• sernbly removed) on deluge systems. ilai ertCIOSureS with normal operating temperatures above 300 "F 14 ( 9°C). Where the ambi- 4. TECHNICAL DATA LISTINGS enl temperature afound the Ullra•Higt] temperatufe rated sprinkler is signific8ntlyreclucecf below 300 °F (149 "C), response time may be severely relarded. AND APPROVALS Refer to the charts on s x O Waver Pot ester unavailable for Sprinkler Base P/Ns 09992 09993. 09994, and 09995. �g Spacing Requirements: Max. spacing 15 ft. (4,6 in). nnin. spacing 6It. (1,8 m). Glass bulb fluid temperature riled to -65 °F (-55 °C). Spring: U.S A. Patent No. 4.1 G7,974 Min. Operating Pressure: 7 psi (48,3 kPa). RATED WATER WORKING PRESSURE Sprinklers 09992, 09993. 09994, and 09995 are rated for use with water working pressures ranging from the minimum 7 psi (48,3 kPa) up to 250 psi (1 724 kPa) for high-pressure sys. tems. High-pressure (HP) sprinklers can be identified by locating "250" stamped on the deflector. All other Part Nos. not mentioned above are rated to a maximum 175 psi (1 207 kPa) wwp. Factory tested hydrostatically to 500 psi (3 448 kilo). SPRINKLER MATERIALS Prune- Blass Gaslmgs UNS C84400 Odlevlof: Bras,: LINS-051000, Ltlass UNS-(:2G0110, 6r Copper UNS•C 19500 for Sprinkler Base Part No. 09992. Brass UNS-051000 or Copper UNS-C 19500 for Sprinklers 10139, 10142. 10170. 10173. and 10223. Cop- per UNS-C 19500 for Sprinkler Base Fart Nos. 10138. 10141. 10169, 10174. 10187. 10190. 10193. 10220, 10233. 12105, and 12106. Brass UNS-C26000 for all other Part Nos. Bushing (for Sprinkler Base Part Nos. 09994. 09995. 10188. 10189, 10191, 10192. 10218, 10219. 10221. anal 10222): Brass UNS-C36000 Bulb: Glass, nominal 5 nm] diameter Belleville Spring Sealmy Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap for Sprinklers 099%.'. 09993. 09994, 09995. and 10221 • Bionzc UNS-C31400 of UNS C31600 Pip Gap and Insect A,.s;;nibly for all other Spnnklet Paft Nos' Copper UN$-Ci io00 and Stainless Sllocl UNS S30400 Pip Cap Attachment: Brass UNS-C36000 Ejector Spring (Part Nos. 12105 and 12106): Stainless Steel Wire Sprinklers with TeflonO Coating Belleville Spring Sealing Assembly: Ex- posed Screw: Nickel plated Pip Cap: TeflonO Coated Sprinklers will] Polyester Coating or Poly Finish Belleville Spring Sealing Assembly: Ex- posed AVAILABLE FINISHES Brass, Bright Brass. Chrome.Filloyo (pal- enis pending), While Polyester (While Poly finish for Sprinkler Base [at[ Nos. 10138. 10139. 10141. and 10220 only). Black Polyester, and Black 1'ellonl�t` in all lemperature ratings: Wax -Coaled Brass or Wax over Polyester' for spnnklcrs with ternperalufe ratings through 213G ,F (1 4 1 "C). %V.I• Ovei POIyeSl,a un:it•,1datfle for ti{b inV.IL•r n,c:eF':uIN:,S 0999:1.(N99.1.0999•i.a1,rlo�199t- Nile hail::nlItwasureinp,ucIll le::es11MYbeapprrn.im,lifuns Iir:pl,iCi p;Ige I1 a-tl. dated f.lerCh' A, a003 (upfd.ricd III,:.Ip)rruval f-olrn I.-Io f 10039" n It!. flefer to lechnieal data pagr. ',I1 •2 for gcncral Caro. nr:Ian,i- Uon. ,Intl Illaintenance information. _,� .__...�f .�.,.�- - ims. �. - .�.►.._z^15'i.�'�". i"r'•- -- "�.. —_ 3iY1�,cS}Ar... .. .G+r•� ---- -��..-. ay.. - .ti.a.,_. <,. _. tiiF sr.;,, � ..Y:.r'.- _. ,.,. _ �'�-.7{.Cy.'�..w- _ �Sri..i. ..•�... -. _�Z• .limn rya `»i.�� -_.-. c� v..-._ i� N11KJt+4G* "' I`'I<'y 2ilnj MICROMATIC° AND Microinaticiip " STANDARD RESPONSE SPRINKLERS Approval Chart ------i�r,,t•r;rhr� - - KEY Mictomalic" and hlicromalicH13" Standard Response I T • Finish Upright and,Conventional Sprinklers Al Alarinnrm 175 PSI WWP i Standard Orifice Thread Sizej PAax. I Pressure I Sprinkler Oescri )lion i Nominal i Overall i K-Factor Length I Listings and ApprovafS2 NPTI DSP I PSIG St Ie IBase Part I i I I y Number' SIN ( U.S. •metric('; Inch ntntl cULus' - FNI NYC iVdSjLPCI I S ntrn 1 75 1 Upright l 10138 VK 1 nni S.G 8, 1 2.;i! I G .,G B2, f_ 12, F t a .:"- 115 mm 175_-• I L112ij ht _.- 10233 VK 100 S.G b l .:_->{r.16' 50l 10'162 1 8 jB9 C D7 C8 E1"', F a� 1 - A8, D7, G8_ I _. f3 E 15-unn) 175 IUpnghl 10174 VKt00� 5.6 8,1 2.3/If, SG nun 175 U nri(M 10193 _ .VK.IOOL 5_G 8'1 I2.3r1G 6 B1, EI 1, F14 !+8 D"7 G- L_t-�_ _ I.-__�_- C10 Ali, 1)7, G8 BI - Large Orifice _ nun 175 Upright I U'L20 , tV_K Opr 8.0 115 GO_ B7., E 12�F 14 G I O -f37, ) i 3(a' 20 nun 175 U m ht 10141-VK2001 13,0 r I,1 5 2.5/1G 50 ii E12F14, GIO CiB, [.13, GB _ B2 E12, F_ 14) B9 B9 E/ I - - - - - t g_ �. I -� I_. 15 mntl 175 - VPrighl -101 J0_, VK200�-_8.0 1 1,5 2_3 8 60 B1, C1 1, F14, G I01 B8, [13,-G8 .I.- = --- - 1— - —1 — 2Urnm175 Uprighll 191G9_-VK20UI 8.0_.; 11.5 I2.5/1G_S� _B1,[11_,Ff4 FiBE,3,G� -- -- Small Orifices I - - E3 /, IS ntm _ 175 Upr�lrl 10_218v ,VK_OOII _2.8 4 0 I2.3/1G) 56T _BI, E1 I, F14 T O. _','_ i5nun 175 ILl)richl 102191' VKOOl; _4.?. _E10, [i3 I IS.ngn 175 - �Upiigl(t _ 101919 VK002j 4.2 G 0 I2. f/16 °,6 _B1, i IS rnmr 175 ,Upright 101_9?' VK001' !.6 .I2 3/1G 56 _ B_I,_EI I, �I4 EIU -11OmmL 175 _. Upriglrl t017G_ VKOOIj _'?Z _6A._12.3/16 SG(_— - - _. Conventional - - - /r" 15ntm� 175 i Conv. 10227 VK1,8I I_- - - -_. ----- "' 56 A,I 2.3r1G SG1 'B1,El1.F14 IrBi,EI,,F14" I Bg - i r -- - -- - --- --- 1 -- — - --' i - { —j -- --;— -- - -- —t-[, i 3/4`I.Unun 175 Conv. 10228 VK120I 60 , 11.5 5116 59 B1.EI.I,F14 14,r i BS -r ---- - -..— - j � BI,EII,F - - j 15 mrn 175 ;Cunv. 10172'e VK 1 18 5.6 8,1 12-3/ 16 56 81. E 1 1. F i a - __ - -- -- __ - BS I2.0mmI 175 Conv. 10166ie VK120 8.0 1 11.5 12.5l1G 59i Fat E1,,F,4 - -_ _-_-- - C j J4" J20 Ba mm, 175 _• 12106 . 'VK, 20! 8.0 Maximum 250 PSI WWP -- -- _- Standard Orifice Ugriy1 l 09993 �VK 124 S.G2.- - - - -- - -- _ Small Orifices =-' - --t..F_ a ssss� vlco2,► /r' 15 mm 250 ..r_li! !I4 �6 U v)t hl _ — - I --�--I--I - 0 -- ..•Lo _L��- Approved Temperature Ratings -- Approved Finishes t - Brass, Bright Brass, Chrome-Enloyp, White Polyesters, Black Polyesters, and Black Tcllunas A - 155 'F (GB °C), 175 °F (79 'C), 200 'F 2 • Brass, Brigid Brass. Chrome-Enfoy°', White Poor Finishs, Black Polyester. and Black Teflonti s (93 °C), 212 °F (100 °C), 286 IF (141 'C), ; 3 -White Polyester, Black Polyester, Black Teflon Wax•Coated Brass, and Wax over Polyester and 3G0 °F (182 "C) : 4 - While Poly Finish, Black Polyester, Black Teflonb, Wax -Coaled Brass, and Wax over Polyester B - 155'F (66 °C), 175 °F (79 'C). 200 IF ` 5 - Brass, Bright Brass, Chronne-Enloy"If. While Polyester, and Black Polyester (93 °C), 286 "F (141 "C), and 360 °F ; G - While Polyester, Black Polyester, and Wax -Coated grass (182'C) 7 - While Poly Finish and Wax -Coated Brass (corrosion resistant) C • 155 'F (68 -C), 175 °F (79 'C), 200 °F 8 • Blass. Chrome-Enloy'r' and White Poly Finish (93 'C). and 286 "F (141 'C) 9 - Brass. Bright Brass, and Chrome•Enloyo D • 155'F (G8 "C), 175 "F (79 °C), 200 "F . 10 - Brass and CI ironic- (93 °C), and 212 "F (100'C) I 1 - Wax•Cualed Brass and Wax over Polyester (corrosion resistant) E - 155 -F (68 °C), 175'F (79'C), and 200 °F ' 12 - Wa.x-Coated Brass and Wax over Poly Finish (corrosion resistant) (13 - Wax -Coaled Brass (corrosion resistant) F • 28686 T (, 41 °C) G - 500 F 14 • 200 "F (93 'C) High -Ten t )erattire Wax Coating (corrosion resistant). maximum ambient tern• °(260 °C)�_ - — perature allowed l ceiling 1 0 F 6� "C Footnotes - - _-. -- -.-- •- --- - 2 Base part number shown. For complete part number, refer to Viking's current price schechde. This table shows the listings and approvals available at the time of printing. Other approvals may be in process. Accepted for use, City of New York Department Of Buildings, MEA Number 89-92-E. Vol. XII. Listed by Undenvrilers Laboratories Inc. for use in the U.S. and Canada. s cULus Listed as cunusiun•resistant. iMetric K-factot shown is for use vrhat pressure is ntcasu(ed in kPa. When pressure is measured in BAR, mulliply file if is K-factor shown by 10.0. Sprinklers of UIIra-Ffigit,entperature rating are intended for use inside Ovens, dryers, or similar enclosures will, nurrrtal operaling lemy)era- 300WFUabove 300 °F (t a9 "C). Where the ambient lemperdurC around the Ulha•f sigh Ienyter;dure rated sprinkler is SiynihCanlly reduced bCluw 300 "F (149'C), the response time of the Ullra•Ifigh temperature (;tied sprinkler stay be Severely relardc(1. Listintls and Approvals limited to Light-Harard Occupancies with hyifrauhcally Calculatacl wet :;yslOms only. The sprinkler orifice is bushed. 0sp(inklers 10168 and 10172 are available on Special Or(let. "Accepte(i for use. City ill New York f)epa(Ill rent of btulclrng::, t,IEA NumhOr 84 t);! L. VOI III Spacin0 Requirentenls: btrurnurrl spacim 15 h (4,d fit ), rninimun) sp,u trio i IL (I.8 nt) Iieptarev Pa(Ic I I a -(I (Caen klarch !A.2003 (ultrlirtacl Ihealtl ruvad clr.ttl) ROler to tech - meal d to p;tgr SII1.2 for gcner,rl Cart•, in:aallaliort, and nt.rinlen;rnc.e it) lunnaGcnr. ,trim N() 1 100397 E SchedulewlOO/Schedulew409 I� illy LJist:ed Bind I�AI Approved Shl-inlclej' Pipe Wlicn you spvcify Schedule- 10/sclicrlulc-40 sprinkler pipe you gc( it lll_ listed Mid I"NJ appruvr,l product. ;1lthuul:h th se pn)ducts do not require Sul laratc appri,vaIS, Schedu lc -I 0.ttichcdulc:-,10 pv(-S vote IIic cxua qu;Ilily' assur:nlcc you dcur,uul. Our Sch-10 (1 1•4" S"I pipe and Sch 40 (I 2t/Z") pipe have passed Ilic satn:: Ihorouf:h Inh listing :is lrur othu li.mcd pipe products, and rcocive periodic still inspections front both UI_ and FN•1 agents to ensure cOnSISlcllt quality. T- r 1 fichetfulc-I0!Scht:dulc-40 product can be " hol-dip•• galvanized to sleet h�N1 icquircincnis for dry systems in accordance with the zinc coating specifications ofASTM A-123. I Superior Coating Our advanced formula mill coating of- fers a clean, durable surface. It is also paint -really for custom color applications without special preparation. The internal surface of all black Allicd Tube & Conduit lire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial For- mula, "ABF". In scientific laboratory test, AILS proved to have superior resis- tance to microbial colonization of pipe walls, thereby delaying or possibly pic- venting the onset of Microbiologically Influenced corrosion (MIC) when the First Sprinkler System is first installed. American Made Meets "Buy American" requirement and is available through distributors in the USA, Canada and Mexico. Schedule-10!Schedule-40 pipe are in compliance with the following: ASTM A-135, and NITA 13. Both pipe products have a working pressure rating of 300 psi maximum and also meet the sitingenl requirement for the following tests: UPS Nominal I.D. WI. WI. (1120 Filled) Pcs/ WUlifl (11') W11Lif1(24') Wf!Lifl (25 In; sari In, nnn Lbs,Ft. K9,1111 Lbs,fI% Ky/m 1.1I1 Lbs; Kg Of: Kg l.bs, Kg 1' 1.049 1 680 205 70 2,470 4822 2.9,10 25 _ 26.6 2.5 3.05 70 1,120 1.280 1,334 1'/4 1.380 2.270 2 93 51 2,431 2,778 2.894 32 35.1 4.36 4.36 .51 1,103 1, 1960 1,313 1V1, 1.610 2.720 3.61 44 2,513 2.872 2,992 40 40.9 4.0 5.37 44 1.140 1,303 1,357 2' 2.067 3.650 513 30 2.300 2.62.8 2,738 50 52.5 5.4 - 7.63 30 1,043 1,192 1,242 2'fa' 2.469 5.790 7.86 19 2,310 2.640 2,750 65 62.7 8.6 11.13 19 1.048 1,197 1,247 r Specifications NPS Nominal I.D. Wt. Wl. (U20 Filled) Pcs/ WVLih (11') WVLih (24') WVLih (25' In; min In; nun Lbs/Ft; KgIrn Lbs1rt; Kg7m Lift Lbs; Kg Lbs; Ky Lbs: Kg 1' 1.097 1.400 1.81 91 2,675 3,053 3.185 25 27.9 2.1 - 2.70 91 1.213 1,385 1,445 1%r 1.442 1.810 2.52 61 2.319 2.,664 2,760 32 36.6 2.7 3.75 61 1,052 1,206 1.252 II/F 1.682 2.080 3.04 GI 2,664 3,045 3,172 40 42.7 3.1 4.52 61 1.208 1,381 1,439 2' 2.157 2.640 4.22 37 2,051 2,344 2,442 50 54.8 3.9 _ 6.28 37 930 1,063 1,108 2.'/z' 2.635 3.530 5.89 30 2,2.24 2.542 2,648 65 66.9 5.3 8.77 30 1,009 1,153 1,201 3' 3.260 4.330 7.94 19 1,728 1,975 2.057 80 82.8 6.4 11.82 19 784 896 933 C 4.260 5.G10 11.78 19 2,238 2,558 2,665 90 108.2. 8.3 17.53 1.9 1,015 1,160 1,209 5' 5.295 7.77 17.33 10 1,632 1.865 1,943 125 134.5 11.56 25.80 10 740 846 881 6' 6.357 9.290 23.03 10 1,951 2.230 2.322 150 161.5 13.8 34.27 10 885 1,012 1,053 8' 8.249 16.490 40.15 7 2.424 2,770 2,885 200 209.5 24.5 59.75 7 1,100 1, 256 1, 309 Welded Outlets U�rtl\ Hydrostatic Pressure Side Wall Rupture Listed Appioved Listed Vibration Test tgCO/1.0tvControl III16100 S. Lathrop • Harvey, IL G0�26 Co::lornta Scrvicr:: e T d 113��0 Norcom Rd. • PhiIJd(!lphi;l, PA 19154 (1100) 882.55113 IUM:6 cr1ND011 2:i25 N. 27111 Ave. I'hot:ni�:, kL 8.`)0051 Fax 708.339- HIM; S5-3 k 2 '311 ..Owl ii .: veil&., ---_ ill- - o _.. DynamFlowe High Sfr en t.-h Steel Pipe The original high -strength lightwall sprinkler pipe with hydraulics superior to Schedule-10. I-ryn:r-Flow prpc Is the "urrg;inal" hrgh- strength lightwall sprinkler I,ipe. Dyna- rlow I Ms imustanding hydraulic capabilrrres and is recognized as the most popular allcrrative to Schedule-10 pipe. UpIllweight, easy 1i.r cut and easy lu handle for installation. Dyna-Flow is a valuable addition Io any fire protection system. Superior Hydraulics With Mn inside diameter of up to 1 1% largcr than Schedule-40 and up to 7% larger than Schedule-10, Dyna-Plow pipe hydraulics are exceptional. Larger I.D.s enable Dyna-Flow, and related components, to be down -sired within the System, thus increasing the potential for job cost savings. For complete I -la _en - Williams charts, refer to "Dyna-I-'low Hydraulic Data Tables." Coatings & Fabrlcatlow� Additional Benefits Dyna-Flow products are coated with Dyna-Flow/Super Flo pipe is manufac- Lightweight and easy to install, an environmentally approved and tared to meet ASTM A-795 Type E, resulting in more cllicicnl use of your specially formulated modified -acrylic or Grade A and is in compliance with freight and labor dollars. water -based coaling. This durable coating NFpA-13 and NITA-14. All sizes of is paintable. The black coating acts as Dyna Flow/Super Flo are UL Listed, FA•1 • an excellent primer and is resistant to weathering and U.V. degradation from outdoor storage. Metallurgical properties provide excellent fabrication characteristics for end prep finishes, welding and roll grooving. There is no special process or equipment needed for fabrication and installation. The internal surface of all black Allied Tube & Conduit Fire Sprinkler pipe products up to 4.5000" in diameter is coated with our new Antibacterial Formula, "ABI:". In scientific laboratory lest, ALIS 1110-d to have Superior resistance to microbial colonization of pipe WMIS, Ihcrchy delaying ar possibly, preventing; the onset of Microbiologically Influenced currirsion (MIC) when the Firs) Sprinkler System is firs) installed. Approved and ULC Listed. UL FM �`C Listed Approved Listed Dyna-Flow/Super Flo is LJIJUIX Listed for use with roll grooved, plain -end couplings, and welded joints for wet, dry, preaction and deluge systems. It is rM Approved for roll grooved, plain -end, and welded joints for wci systems. Refer to appropriate documentation for up-to-date listing; and approval information. Dyna- hlow/Super Flo is now available "hol- dip" galvanized and has been specifically appmvcd by FM for dry systems uses. Provides stability needed to comply with standard hanger spacing (15 A O.C.) per NITA. • Available in Standard lengths for your convenience, or can be ordered in custom lengths upon approval. • Fast cutting and welding, as well as easy roll grooving and end preparation. • Available in Factory roll grooved form for quicker shop turnaround. • Clean, durable mill coaling provides longer "shelf life" and acts as an excellent primer for custom paint applications. VICO/Rowconrro/ �III^I 16100 S. 1-athrop • Harvey. IL G042G Customer Service: e T V 11350 Norcom Rd Philadelphia, f>A 19154 (800) 882-5543 runt. a comoun 2525 N. 27 Ili Ave. Phoenix. A7 85009 Fax 708.339.180E S2-3 Malleable iron Class 150 (standard) 1 90, ('Ibow Size weight (11)";) I:igur e 1101 I (t) P S) black ga I V. OG 07 .17 .26 .27 1 0/16 .38 .43 .63 .65 .96 .94 II 1.30 1.34 2 J. 2 V. . 2.06 2.'01 2 '12 2 "/16 3 . 54 3.64 3 1: 3/,, 1 5.20- -5.35 3 7.10 i 7.19 4 3 Yc 8.95 9.37 5 4 Vi j 13.90 14 '5' 0 51/0 23.00 i 23.50 ALL ELBOWS & TEES %" AND LARGER ARE 1001 GAS TESTED AT A MINIMUM OF 100 PSI, wWw-alivilifftl-com (121101011 dim"..> .q� -Z.;. fVlalleable Iron Class 150 (standard) Straight Tee Size A Weiylrt (Ibs) } Figure 1105 I (NPS).l (in) ( black galy. .... .23 .24 37 t ;4 Iv, .56 58 I 1'/r 40 42 a I.V. I V, 1.31 -I.73- 1.35 1.79 2 2'/1 2.52 2.80 A , 2'/2 i 2"/le 4.90 , 5.02 S-' 3 i VA, 7 12 7 25 3'/, 3`/le 9 00' 9.40' A 4 3"/le 11.31 12.30 5 4 '/r 1 9.4 2 19.51 ---_— -- 6 S'/e 25.50 29.9 Malleable Iron Threaded Pipe With Unions Pressure -Temperature Ratings TemPressure, (psig) ('F)p Class Class 150 250 FC3iass 00 -ZU- to 150. 1 300 ! 500 000 --• 200° ..--i • 265 ..'.. 455 ---•- -5"S0. . 250' ' 225 - a--- 405 505- 300 - - -- 3005 ° 18 360 - 460• 350' I50 i 315 415 400' 110 270 370 450° i 75 -225 325 _ 500' - I 180" 260 -- 550'° -�-- -- ----1 -' I 130 - i 230 Note: Unions with Copper or Copper Alloy seats are not intended for use where temperature exceeds 450'F Anvil Class 150 (Standard VCciglt) Alallcahlc Iron Fittings conform to ASNIE B16.3 and Unions Conform WASNIE 111 G-39. Anvil standard Wright handed Irattcrn fillings in this c:nalul;,sizcs 'A NI'S to G NPS inclusive, are included in the `List of Inspected 'PDA Malleable Iron Threaded Fittings Pressure - Temperature Ratings Pressure, (psig) Temp --�-- Class 300 (°F) Class -- i—__t 150 j Sizes ) 5izes , Sizes 2" i 2'/r.. 3.. -20' to I501 300 2,000 1,500 1.000 i 200° 265 1.785 1,350 i • 910- 250— - 2251200 ' 825 300° — 185 1.3G0 1,050 735 i 350' 150- ... _.__...— -- 1,150 -- 900 400' 935 750' S60 450" 225 600 475 500' . i 510 450' 385 i -_550' — , 300 300 300 Fire Protection F.yuipment and t\tatcri:ds' issucel by the Undcnvrit- ers' laboratories, Inc. ALL ELBOWS d TEES %' AND LARGER ARE 100 % GAS TESTED AT A MINIMUM OF 100 PSI. wwtv.arrvilirrtl.Conr (121101011 ;;:...rala,.------`"ie'. .••¢.----i�—��---' i..�.. .. -. ��•::.ot`~�...._-•—.i'r��._«�..�r..i.�._T'-'-:._ __ Malleable Iran Class 150 (standard) Recl,sCing Ice Figure 1105R 'i Size I X Y Z Wt. (Ibs) (NPS) I (in) 0') (in) black y-T _ I—--- _ ,/, 's/cb• "/,a: '/1 i 19 .20 f--%- — '/, '// ' S/, a , ' S/I b SI, f . 2 1 , 52 2 -1 '/, .29 1 .29 s/,b; .21 .22 1'/,b i .26 : .29 1 'i i i 3 0 31 .2 � 2 9 1'/16 '• 1'/,c i 30 .32 1 1'h I'/—1,/—t 55 f S7- T. 1/4-1'/16 i 1'/16 1'/e ! .38 .40 '/1 ! 1 '/1 1 '/ 1 '/6 . 4 2. 4 6' 1�- I I'/, I .62 .69 .55 I .55 VA 11'/,6 I 56 62 '/z, 1'/, • 1'!,b . 1'A 1 .59 .62. 1'/u 11/2 .78 1 .81 /,b 1 "„c 1s,',b'. .92 ' .97 1'/, 1':',b,l'i/'u lslc 1.1911.74 Sizc X i Y! j Wt (NI'S) i (n) i (in) I (in)bl,lck�yaly. '/, 1 1 !:,c ; I °jib 1 "i,b ..(rG 88 - -0 9 110 1 %, c i G 79 113 98 .98 1 - -=-- - --- - — !- 1 10 i 1'A � 1'/1 1"/,6: 1.45 � 1 40 2 2'/, i 2'/r--t'/e ' 1.70 ^1.82 1's/,b 1.35 1,4P j '/r 1's/,c! 1'/, :1's/16 1.41 I.S6 ` n------- — — --- j i i' .61"/,b)I"/,b—l.$o.1.54 i .30 1.44 t �,c ` 11/1 ; 1 "hb, 1.03 : 1.10 ---'----=--- 1 '/, 1 1 1 s/e I t'i , c• 1 "/, e 1 .2 6 1.2 7 1'r/,c? 1'/, VA 1.52 1.42 L 1'/rj l'si,c1l I'/,1.50 1.55 1 b, 1.29 1 40 1"/,1 1 44 1 .4 9 I lY, l"/,cll"/,ci I'/1: 1.45'1.47 V, i 2 ` 21/, 1'/1 2'1, 1 2.14 2.25 !--—j—'-•-- 'h 12 2-1.I1's/,1--; 2'/, 2.00 ! 1.97 1 2 : 2/, 2 2/, 2.14 2..28 r/1 ' 2'/1 1.72 ; 1.79 �1'/11'h 2 i I'/,?r/,c' 1.85 `2.00 j + 2 i 2'/, 12GI j 2'/, 12.20;2.25 2 1. S 81.61 I it'/,' 1''A 1I"/,c1} 2'/j ' 1.7G 1.83 2 2 11'S',c; 2'/,6 7 1.95 1.95 j 2 2'h 2'/, ? 2.24 ' 2.39 1 --- -- 1 +1i5! 1'.hi 7. 1,79 2.00 2'1, 2 35 ? 55 2 2 2'—/,1 'l. 55 2.G5 2 .. ,,;1 2, V 2;l,.. 3, 50 3 S9 Size X Y 7 Wt. (11) (NPS) i (in) (in) (in) �blacklgnly. ------2..;-2)S 21A,; 2,, I.3 .1 !3 S1 1 :2'/, 280 2-_2 2'/, 2'/, 2si, 3 28 3 32 -, - -. 2'h 2 2s/� q jp 1'A 2sly, 1 2.82 2 80 12'h . - i 1'/1 I vl f,�� z 85 ; 3 00 r3 34 ; 3 47 2'/, ' 3 46 3 57 -- ' 3 — 2 2'/, 2'/1 ' 2 s/, 1 3. G 5 3 75 2 2'ii 2'/, ' 2.'/c ' 4. 10 ! 4 30 • 2 2'/, ; V. { G . 00 7 G�S 3 2'/1 12'/e 4.81 0 14.85 22"/,6;2"/,b: 3 5.80 15.91 3 - 1 'A I'A : 2 s/, 4.02 c 4.22 1 2 2•1 4.36 3 I '/, �2'/, c. 2 :'u 2'/, i 4 G 8; 4.6 7 1'/r 2s/16 VAG 2'r/,c1 5. 11 ` 5.26 2'/, , $.79! S.81 2'/r 2"/,6•2"'16' 3 16.09 6.22 13 .• 4 3"/,c3"/,a• 31/o :3"/,c111.80!11.00 4 .'• 2'/, : 3'/, b .'• 8.39 8.8 0 4 t2'h' 3'/,c 3'/,6 3'1; r-9.80 1 9.25 3 VA, 3shc: 3Y. II.02;I1.30 WWW.envilintl.corn 1121101011 F..&- -- - ... 3bAdW, - - — - - — "-6er.— —i - -4164W ZF;wL---- - Z.;&, Malleable It -oil Threadec, Pij)c With Unions Pressure - 1'empera t Lire Ratings Pressure. (I)Sig) Temp ('F) Class Class Class 150 250 300 -20* to 150' 300 Soo t 600 200* 2GS 155 550 250* 225 i 405 505 46-0 356- 150 i 315 415 4007 110 VO 3/0 450 5 325 500* - —80 556- 130 230 Note: Unions with Copper or Copper Alloy seats are not intended for use where temperature exceeds 450'F Anvil CLISS 150 (Standard Mallcable Iron Fittings conform to ASNIE 15 16.3mid Unions conform to ASNIF is 16-39- Anvil standard weight handed pattern fillings in this c;jj1Iog.SizcS '/. NPS to 6 NI'S inclusive, are included io Oic -Li.,;j ()l'Inspected Malleable Iron Thi-eaclect nitings PIVSSLJI-C - Temperature Ratings Pressure, (psis 1'ellip Class iloo Class — — ---- .1. * , 150 sizes Sizes sizes 0- —2. dTO - WIT- 20 2 5 TO- 250* 225 1,575 ,200 825 T6-5-1.050 735 35 150 1.150 650 400' 935 7- 50 566 475 510 450 385 Firc Protection 1-.'(Itjil)lilcflt and NI;'lcri3IS"iS-';ucd by the Lhidcrwrit- crs' L:ihomtorics, Inc. ALL ELBOWS & MS Y AND LARGER ARE 100% GAS TESTED AT A MINIMUM OF 100 PSI. -wim.;mvilititl-com (12110101) -1 �,�J... irj. �.v: - ice. JqC, ..,..- _..—i��.-_ ,Q-_.-_yam_-.3iiia----•_ __ism.. .}e. 4".-i: .��._-..-...__ieiar L-� r Fire Protection Products Submittal Sheet GRUVLOKrt UL/FM BUTTERFLY VALVE Figure AE7722-3A The Gruvfok Figure AE7722-3A Grooved End Butterfly Valve is UL Lisled and FMRC Approved as a system control valve. The valve is rated al 300 psi for steel pipe in the 2" to 10" sizes, and at 300 psi in the 10" size. The 'L- through to" sizes are agency rated for troll, indoor and Outdoor service. The valve is supplied with two internal switches. One is wired for supervi- sury service and the other is wired for use as an auxiliary switch. Boll, switches are rated for 0.5 arnp at 125 VDC, 0.25 amp at 250 VDC, and 4 amps at 125 VAC. The switches and actuator internal spaces are pro- lecled from tampering and require special tools for disassembly. These tools are available from Gruvlok'� Manufacluring. The ductile iron valve body is encapsulated with a thick, durable polymer coating to ensure long terra service. The valve disc is encapsulated with a thick coaling of EPDM, and sleets are 416 stainless steel. Detailed instructions fur valve installation and switch wiring are included with each valve. Additional in(urmalion (or the replacernenl of shear point componenls and switches is also provided. Project: Architect / Engineer: Date: ---- Phone: _ Contractor: _ Address: Notes 1: Notes 2: —' Approval Stamp: -�-. -��,- -,.. -•- � ..w --- .- w� o ---•-arr--�:A:.a..•...-._.��ii� - c:. T.. ii4,.-3�ir:.r_.�- f Iu vu Fire Protection Pr ociucts Submittal Sheet Goa. .. e�:..s�-,<if'i�. - - �•�. - r-i 1. UPPER STEM: Slainless sh:el• AShl A•582.• Type 416 2. STEM SHEAR PIN for valves 2' thru G_. Stem ,:bear Fey Ian 8" & 10" valves. 3. UPPER BUSHING: PTFE' bronzu suuered on steel (8- 10" valves only) 4. "0" RING: 1lilrile S. LOWER BUSHING: PTFL bronze sinlere(j on slr:el (B.,x 10` valves only) 6. LOWER STEM: Stainless steel• ASI M A-582• type 416 f Cta�nmm J, I 7. 8. BODY: Ductile iron ASTM A-536 with polymer coaling, DISC: Ductile iron ASTM A-536 will, LPDM encapsulation. }- 9. HAND WHEEL: Ductile iron 10. INDICATOR FLAG: Ductile iron 11. GEAR OPERATOR: Ductile iron and steel 12. NAMEPLATE: Aluminum -� 13. HANDWHEEL SHEAR PIN: Carton steel AISI 1070 z 3.19 2.97 - 3.87 _ 2.36 ---•-,_1- 7. 5 4.3G ... 25. , ecn. 4.25 .r .a a=ti�ai5`C�i IK 1'> --gym- k7ii� � �,qi 2rh i:'. �_ 3.81- 3.18 _ 4.38 _ _._ 2..87_ _-2 _ 7.75-- _ 4.36 4.25 - 11.09 _ 2.G7 _- - 2.50 - -- " G.00 -- 4 19 3 3.81 3.80 - 4.G2 - - 3.29 8 00 _ 4.3G - 4. 25 11.81 ----. 12.67 3.22 _7__ _6.00 4 ..•-- - 20 4 4.G2 _. 4.21 538 4.00 -- -- - _- 6.75 - , - -- - 4.3G - - 4.25 ------• - 13.90 3.83 -- 4.87 250- 2.50 G.00- 4 --- 72. --- G S.BI --- 408 _._-.-._ 5 89 ..-------------__--- 5.51 10.25 . "- 5.3G - - 4.25 _ ...__.... 15.11 G.00 4 ?G 5.81 S 47 G 37 - 6.64 10 74 5.36- _ _ _5.97 09 _ F64 ?.50 -2 _G.00 - - G - 2.9 - 8 __-- 10 G.25 -G.92- 7.75_ 8.65 15.12 8.36 -4.25 , 4.25 _16 _ 18.92 _ _ 9.02 _ 50 G.00 6 30 .. 6.25 7.99 900 10.71 163I-- 8.3G 4.25 21.24 - 11.18-- 2_50 8.00 12 --12 ---' 2.50 8.00 75 •. ��.r-._.----�� -_.._ �!-r.Ln �- --.a. -"O'- -. �...iaS;•.-.- -�,�- - �.d--..r.�i�r-3!QL?�..,b• � �Y�• m-->-..iLlr �3Q aaY�--.a•tri®as ��•• _� ;ir.•r--r 1.— �I;,{1�` �.. ir,r, -----•--------- Fire- Pt otectjon Products Submittal Sheetf�� Figure 7400* Rigidlite"D Coupling The Figure 7400 Rigr(Ilde Coupling fr'orn GruvloF' is specially designed to provide a rigid, locked -in pipe connectron to meet the specdic demands of rigid design ;steel pipe Fast and easy swing -over inslallaGon of the rugged fighhveight housing produces a secure, rigid pipe joint. The Figure 7,100 Rigidlile Coupluiq is UL Listed an(d FM Approved for 300 psi (20.7 bar) fire protection service in both wel and (dry systems v,itil roll grooved or col grooved steel pipe prepared in accordance- Willi Gruvlok grooving specificalluns. The Figure 7,100 Rigidlite Coupling with a DRI-SEAL 11 style gasket is rnlellded for use in fire protection systems installed in accordance with NFPA Standard 13 -Sprinkler Systems". — Available galvanised ' Whcn ordering, refer to pro(fucl as FP7400. FIGURE If r © COUPLING Range of Max. Wk. Max. End Pipe End Coupling Oimensions Coupling Rolls PPrac. :��'SIiC:t�1P��•�Pf�>`��`Y::.4o�Q�%�Self�?�lL��isXs;�`:��..:x'�����?r`'7;t"'�"`��.rZ'�.�L�•°t&J.�e;z.rr� In./DN(mm) In./mm 1'/ PS11bar Lbs-AN /,, /;m /mm fn./nnnam - Lbs_/Xg 1:f60 300 300 649 0 - Sk 2`0 4V- 1'r ?. 3+x 2% 1.3 IV 1.900 300 851 0 54 31x 2'/ 1.4 • .r 2 2.375 300 1,329 0 • 4S 3'/ 5'A 1Y, 2 •'•rx 2'/ 1.G 7.;5 2.875— 300 I.946 0 G I? 2 ?r; 2V 1.9 3 3.500 300 Z,BBG 0 bi 41, G'Y 1 Y. 2 ;( 1-2 jV2.1 4 4 500 300 4.771 0' '/ 53s 7 Y 5 5.563 300 7,292 0 •'/ Gl� 9'/ 2 2 ��x 3 4.6 6 G.625 300 10,341 0 •I'/r 71/1 1036 7. 2 x 3 ' . 5.5 8 8.G2.5 300 17.528 0 •'/i Ioi/ 244 2 'fix 3 8.4 Project: Architect / Engineer: Date: Contractor: Address: Phone: Notes 1:-----•------------------- ------ Notes 2: Approval Stanlp: ' V�V - 4,1 Fire Protection ProdLICtS SI-1113,111ittal Sheet �/"..^���no° x�^--�--� ^~' _. , .�"." '"^v.v ~»�moum,u�u IZIDOvV for Fire Protection m«=,ord*�/wuwProduct ns figuxR`70503 Max. Rated Center Approx. 31/4 30.6 Pmiod: Architect /Engineer: Date:__________ con(mctoc_______ Phone: Available s"*m"le`o Available galvanized Above fillings are all cast ,w/mumeormmilOiron Center * end dimensions afid front ` � 'cn*,o"*/iv*for details. Notes 1:_______�____________'_-__--'--_' �-------'--- _-_''-__' ------------ --____-_-_-- Notes 2:___._________-____''____-__-_ __-_-_-_'--- | Aypmxx| Stamp: Fire Protection Products r U-0 Submittal Sheet ARIL Figure 7051* Standard 45* Elbow for Fire Protection When ordering. refer to product as figure FP7051. Max. Rated Center Approx. Nom. Size Pipe On Pressure to End Wt. Ea. ff�-70x— -1 �-IrVSFAWUB 1 V4 1.660 300 1 Y4 0.7 300 69 2 2.375 300- 3 3.500 300 2 1,1r 3.3 4 4.500 300 3 5.4 300 31/4 90 11.2 8 6.625 300 41/4 19.8- Project: Architect / Engineer: Date: Contractor: Address: Notes 1: Notes2: Phone: Dm- Available SCIled,le 10 EP:;.=- Available galvanized Above fillings are all cast malleable or ductile iron Centel to end dimensions and weights (nay differ from (hat shown in the chaff Contact your GFLIVICA representative for details. I Approval Stamp: — — - i--- li:.Si�a.,— -- —7. - -15-z f 14 Fire Protectioil ProCILICtS V.—o. 1 .41 Submittal Sheet Figure 7060S* Standard Tee for Fire Protection When ordering. refer 10 j)rOdUCt ZIS figure 1-17-170GO& Max. Rated Center Approx. Norn. Size Pipe OD Pressure to End Wt. Ea. Rr 11/4 1.660 300 2Y4 1.5 I lh 1.900 300 2 Y4 1,8 2.4 2ih 2.875 300 3 Vj 4.0 3 3.500 300 41/4 5.8 4 5 5.563 300 514 16.2 6 6.625 300 655 25.7 8 8m625 300 7Y4 41.1 Project:_ Architect / Engineer: Date: Contractor: Address: Notes 1: Noles2: Phone: [a — AvailaN-:� Schedule 10 � — Available galvanized -IM'V! L Center to end dimensions and weights may differ from that Shown in the Chad. Contact your Giuviek representative fur details. I Approval Stamp: itl►—/'�Ye--.--__ .�..— r. _. ems• y,c;r;._._-. �e.�:..—. _-.ice.-.--.iG-.is�'i...Y .-•�"i.i. ._.ram. 3ie• sLis..w.�.. . —". Y")' Fire Protection Products Submittal Sheet L Figure 7062 Bullhead Tee NURE 7062 OULLHEAD TEE Center Center Nam. Sire to End to End Approx. of Run of Branch Wt. Ea. 5 X 5 X 8 7Yi 31.0 Project: Architect / Engineer: Dale: Contractor: Address: Notes 1: Phone: El [t -Available Schedule 10 Fes- Available galvanized Above fittings are all fabricated steel. Center to end dimensions and weighls may differ (roll) that shown in the chart. Contact your Gruvlok Iepresentalive for delaits Notes 2: — I Approval Slamp: 3�eo, - _ -_ •--.. __ ��-_ _. Biilc.. GiG. s.--. aadb. i a.-.-.. _ - _-_ • — -.. - ._ __ _ -- �jJJJ`\ h MTV- xFire Protection Products' . s � Submittal Sheet Figure 7072 Concentric Reducer EtoE EtoE -a CAST WELD NGURE 7072 CONCENTRICREDUCER 'O•GROOVE End to Apprac. End to Approi. Nom. Size End Wt. Ea. Nom. Size End WI. Ea. fS�:?Jtl rrTr6�i._ dd.8iftim ��Y.'bs'.d1('� .'in�tlRf ai r :5 ;7h�m 1'.1�s?' .a 2'kx2■ 2'h 1.6 6x5■ 4 6.0 --1.4 8a4. 5 9.0.. 3x2'h 2'h 16'-- 8%g�....._...5 IS.S 4x2■ .3 74 —`16,x6 —G 20.0 4x3• 3 3.2 IOx8 - l 23.9 5x4■ 3!5 4.5 12x8 7 29.0 6x3■ 4 5.4 12x 00 7 32.4 6x4; Project: Architect / Engineer: Date: Contractor: Address: Notes 1: Notes 2: Phone: El -Available Schedule 10 n' .;- - Available galvanized • - Cast malleatAe or ductile iron• all others are fabricated steel. Center to end dimensions and weights may differ from that shown in the char[. Contact your Gluvlpk rerresentalrve for details. I Approval Stamp: Fire Protection PrOCILICtS °" y �' 'K" • <a, MVI ; L SUbIllittal Sheet V .......... Figure 7074* Cap Ufft-fing, 100'r 10 I)FOCILICI ZIS figure FP7074. End Approx. Norn. Site Pipe OD to End W1. Ea. �i 1.315 VA 0.3 'Uo 1 'A 2X-5-'_1 2 3 3.500 4 5 5.563 1 4.0 67 C25 6.0 8.625 1 i'T 12.5 10 6 i5� 1 6 12 33.8 Project: Architect / Engineer: Date: Contractor: Address: Notes 1 Notesz: Phone: Eg - Available Schedule 10 —2- - Availit.ilc galvanized Center to end dimensions and weights may differ from that shown in the chirt Contact your GrUvlok representative for details. I Approval Stamp: .y.-. ��_. .� - a w�:-Y-•- -!'- —�'�_ __ e. ./�ti.�..- -.`�•. .�Q. i ��--.•.�Ifia+nr-s� -.Gl�-.-.�-.s-�. _ � ��iK'�a' i¢'z s� Fire Protection Products N,n SUbmittal Sheet R Y!L Series 78FP UL/FM Fire Check Valve I he Grtrvlok 78FP UI-/ULC Listed and FM Approved Check Valve is a compact• cOs126in conjunction with grooved pipe and pipe couplings Ural are listed or approved for fire protection systems. Pressure Rating: 2" through 8" 78FP UL/FM Check Valves have a maximum %vurking pressure of 300 PSI (20.7 bar). Design Feature: In ,1 full open position the 78FP UL/FM rubber faced swing clapper is held tightly against the valve body, out of the flow stream, to provide m,<rxinwm now area and prevention of clapper flutter. The clapper design produces quick, non -slam closure before flow reversal can Occrrr, which provides a leak free sealing of back pressures as low as 1 PSI (0.07 bar) equivalent to 28" water head, meeting FM require- ments for an anti -water -hammer check valves. Applications: Appropriate for use in fire protection connections such as: • f=ire Department pumper to sprinkler systems • Public water supplies to automatic sprinkler systems Fire pump discharges and by-pass Gravity and Pressure tanks Hinge Pin Plug r ll 1 /2— U NP7 _ [ _ I 1/2- NPr G. A —I Project: Architect / Engineer: Date: Contractor: Address: Notes 1: Notes 2: Phone: Approval Stamp: e - ��..�..�., .. �.�.•-. ."t'- -- ��--e o.�. - 20..1__ -ems. _. i'r- .•i s' -. ,., -'---- l; Fire Protection Products • �� Submittal Sheet —hr,fy \ Crarg7cr Bushings (2) Assembly l lope Pin - lunge Pin Plug (2) Drain Connections Seal Ring Flow Data: 1-11e :lppruxirnate friction lusses, based on the Hazen ,:,rld Williams formula, expressed in cquivaleill length of Plpc is given at left. 7'he friction lu sses have been Calculnled on the basis of (low rates typically u;:ed will) eaCh size valve. Important Note: Check valve life nary be shortened and system damage may Occur if Check, valves are installed too close ton source of (instable flow. Check valves must be installed at a reasonable distance away from pumps, elbaNs, expanders, reducers or other similar devices. Sound piping practices dictate a ininirnum of five (5) limes the pipe diameter for general use. Distances between three (3) and five (5) diameters are allowable provided the flow velocity is less than 8 feet per second. Distances less than 3 diameters are not recommended. r fiction lass Serves 28FP Check vAl,e (welel al 65,1) 14 = 00 :a 60 4' S. 70 0 70 4 IS �0 H 010 0 71 � 00 /S r rltrN RAIL Nf GAuoNS PCR MINUrI. (GPMI Material Specifications • Body: Ductile Iron conforming to ASTM A53G. Gwde 65-4 5-12. • Coatings: Rust inhibiting paint on exterior — Color: BLACK ♦ Clapper: 2"-5" Type 304 or 302 stainless steel to ASTM A 167 6'-8" Ductile iron conforming to ASTM A 536 Grade GSA5.12 • Clapper Facing: (Specify Kfien ordering) Grade I: EPDM -40- to 230-F (..to* to 110-C) Service: lempelidule Flange RCCi7111mended lot water service. dilute acids, ;dkahne, oil Jree air anti many Chenme-11 ;erviCre;; NOl FOR USE IN PETROLEUM sERVICES ♦ Seat Ring: I ype 304 stainless steel to ASTM A 123. ASTM A 213. ASTM A 312 or ASTM A 269 • Spring: Type 302 stainless steel to ASTM A 313 • Ifinge Pin: 1yPe 304 or 302 stainless steel to ASTM A 580 • Ilinge Pin Bushings: Slntered bronze to ASTM B 438 • Hinge Pin Plugs and Drain Plugs: Cast iron to ASTM A 126 Class A Several trim combinations are av;u6rde on request. ��� ar-- •ir` -_ —, -- — —Ye -_ _!�+--a: - --ii�_ L+4.`su . 40-C.. ' 7fYV`L Fig. 69 Adjustable Swivel Ring, Tapped Per NFPA Starldarcls rze ange... unouUlr o Material: Garbon ;acel Finish: O Galvanized Service: (ietomrnended for suspension of non -insulated stationary pipe line. Maximum Temperature: oso° F Approvals: Complies will' Federal Specification A-A-1192.A (hype 10) 1,11•V-H-171-F. (type 10)and PASS-SP-69 (Type lo) UI_ and FM Approved (Sizes 3/4' 8'). Features: • hhreads are countersunk so That They cannot beCO'ne burred or damaged. • Knurled swivel nut provides vertical adjustment after piping is in place. • Caplured swivel nut in Vie '/z'through 3'sizes Ordering: Specify size. figure number and name A Fig. 69: Loads (Ibs) • Weight (lbs) • Dimensions (in) — Pipe Size l Max Load I Weight I Rod Size I B A C F 0.08 0.09 i 0.10 -� 1 /4 300 --- -• — — 0.10 I 0.10 2'/z 0.20 -_.4_—f 0.20 --650 --1 —f---0.30 f 0.53 6._. .I 1.000 :--- 0.80 --- 1.00 ; 2 „4 13/e 2"A6 3/e 15/e ..__. 23/4 .. .'1/e.� .. .. _ 31/4 ----•-23/' 1 '/e 4 1 5'r 6 4 3/e 3'/e 1 3/e 4 "A 6 j 317/1e .__ '-----'--- 19/16 ----�---55/r6 45'e i Pipe Hanger Submittal Sheet — Project__----_ -- — I Architech / Engineer: Approval Slamp: -- Contractor: Address: Notes 1: Notes 2.: --�- — --T— _e _. .... -- �.�. _ -.+n` -- - • `--a7i;--e4'-- - i.w-. -.� iati-.rsa "iwi., — -� -- 1-1g92--- --------------'-- --Universal C-tyhe Cl "11) (Sta"clarclThr-oat' I t Sire Range: "� ;II�d I '7- `--—•--_-- ____----- r MaIeriaL th)clllE: uonm h;lrth:ned steel Cup point ::et Strew and toc4:nu1 Finish: IJ 19airT or ID Galvanized Service: lieconunended 10, use under roof installations will) bar foist Type c0nslruclion, or for allach ment to the lop or bOIIOEII flange of structural shapes where the vertical hanger rod is required lu be offset ffOrn the edge Of the Itange and where the thickness of iOisl of flange does nut Exceed 3/4'. AI)provals: Complies vAill federal Specification A•A• 1192A (Type 19 8 231 Wl' "1 /1 •E (type 9.7) and MSS-SP-69 (1"ypc 19 & 23). UL. FM and Ul_C Approved. HOW to size: Size of clamp is determined by size of rod to be used. Installation: 17011ov✓ recommended set screw torque values per MSS-SP-69 (See table on page 1`11•212) Features: • they may be allached to horizontal flanges of structural members in either file top beam or bottom bearn positions. • Secured in place by a cup -pointed Set Screw lightened against the flange. A Ion Not IS provided fur tightening the Set Screw against the Body Casting. • lhnr lapping 01 the body casting permits extended adjustment of the threaded rod. • Can be used vJilh I:ig 89X retaining clip for seismic applications. Ordering: Specify rod size, figure number, name of clamp and linish. (J JMA-NUT WI SCREW Af LEA;f 011E — fUU THREAO } Of Roo MUST RE I I EXPOSED 0 OODY cASruAIV 11 ; A � - --_ Fig. 92: Load (Ibs) • Weight (Ibs) • Dimensions (in) — Rod Size Set Screw Max Loads ■"- A Size Weight C D E F G H Top Bottom � z/e .._ ( --500 - - 250 0.34 6 1 er6 — r/2 950 -- 760 f 0.63 - r 1 J/a -I - 1 r3/16 ! 1/7j 1 r/16 r/16 I zJhz ■Maximum lentperature of 450° f -- Pipe Hanger Submittal Sheet --- Project: ---------.--T—hilech / Engineer: ---------- ---- --- -- -- '— ------ .--_.--A-P-Proval Stan p: Date' ----- Phone: Contractor: -- ---- - -- - -- --- - - - -- -- — --- Address: Notes 1: - - Noles 2: - - - i& Aso&.fir -x .-�x-- �i MODEL 1011 Mk as TEWMDRMN&N --ry V0 MODEL. 101 1 (UL LISIF.D/PM APPROVED) BRONZE BALL VALVE: MODEL 7000 (UL LISTED/FM APPROVED) PRESSURE RELIEF VALVE FACTORY SE AT 175 PSI WITH OTHER SET IINGS AVAILABLE. FRONT VIEW - MODEL 1011 A r O DRAIN c PLAN VIEW I � D TO DRAINI f C From the February 1, 1999 Edition of NFPA 13• Chapter 4-1.2 Requires ALL GRIDDED SYSTEMS be provided with a relief valves Chapter 5-14.1.2.3 Requires a relief valve be installed downstream of all pressure -reducing valves ORIFICE SIZES AVAILABLE - 3/e. 1/16, 1/2• 17132, ELO(S/e)', ESFR(�/4)' DIMENSIONS - INCHES OVERALL 1ENGM 1011 1011 SIZE A B C D E F G H 3/q" 7 9/16' 191.)Omm 1 1ji' ]7.SBmm 2 3/16' 55.65mn1 3 s/er 93.23mm 3 3/Br BS.BBrnm 1 13/16' 4 s/18r 6 3/8 r 45.101nrn 117,1Zmn1 162.12n1m 1" 7 9j16" 191.30mm 1 '/2' 37.SBmm 2 3/I6' 55.65mm 3 S/6' 93.23mm 3 3/6' 65.88mm 1 13716" 4 9/16' 6 3/8" 4S.30mm 117.12mm 162AZmm 1 1/411 1 1/211 7 15/16 10Imm B 1 66' 226.68mn1 1 11/I6' 42.70rnm 1 t3/16 r 4S.50rnm 2 9/16" 65.36mn1 3 '/4" 81.50rnm 4 1/41, 108.36mm 5 1/16" 127mm 3 5/16" 82.84mm 3 7/8'' 99.18mm 1 'S/16' S 9/1G r S 50.89n1m 111.39mm 19L16mm 2 s/a" 8 1/4n 10 7/8 r 66.97mm I06.67mm 27).60mm 211 B 15/16" 226.68mm 1 t37,6" 45.SOmm 3 1/4" 61.50mm 5 1/16, 127mn1 3 7/8' 99.18mm 2 5/8 B 1/4n 10 7/8n 66.97mm 206.63mm 27].60mm Ul LISTING EX4019(N) 6 EX4533(H) AGF MANUFACTURING COMPANY 100 Quaker lanC I ad , (l, 1'A 19355 LISA OG ICICphnne (610) 740-4900 I ;1a� (6111) 140-490G ww'v: 11 •S t.l ll(11.1I11./: fllll 1.1ADI 194 U.S.A. MATERIAL LIST PART: MATERIAL: HANDLE STEEL STEM ROD BRASS BALL C.P. BRONZE BODY BRONZE VALVE SEAT IMPREGNATED TEFLON INDICATOR PLATE STEEL RELIEF VALVE BRONZE BYPASS FITTINGS BRASS BYPASS TUBING NYLOBRAID JOB NAME: - ARCHITECT: _ ENGINEER: _ CONTRACTOR: (.11111ed Lull Valy es alc dCS.igneCl ;111C) Iii1VC hr• ii r;••:n:H fur •1ppli{taltUnS burn I rv:• Cold vaaL:r to;"00IL)::. ul sluain p;e,:..u;e Iln•y IrrO'.aC1B <l ItC)It[ seal UuOur.)h !Ills lull range Of condrlronc; They WO rdOZIlly ::uilr:Ci vdrere quirk SIMI Off (1 /4 hirn) is necessary. Ball Valves ale AJiloblO fpr Servu,G as ntdiCalk!r valvi :. The "cm -off" slidt-IS Celli bC• deterntineCl hY h�rnCIIC POsilrOn All Gall V;rlvey fe�tturC! a (trilled slern �rn:l ekleIl'01 nut 10 COn(teCt lever to SICIII fOr SltentIII ;urrf cdignrnen!• fAeels Federal ";f-jecillcahon VVW-V-35-11. 1 ype 2, Class A, Style 200lbs. WSP 400 lbs. WOG 100% Pressure Tested Plated Lever with Vinyl Hand Grip Standard Packing Chamber Blow Out Proof Stem Non -Asbestos Packing 114 - 1/2 Full Flow 3/4 - 2" Large Port Diameters Body Material: Bronze Conforming to ASTM B62 Bronze Ball 80SS Gall Valve with Stainless Steel Ball 80WBC Ball Valve with Chromed Bronze Ball SIZE A 8 C D E F SHIP 011AN. vv-r. Ilt,s.► PER CTN. 80 80 80 1/4" 318 1 55/G4" 59/64" 15/1G" 135/G4" :i 52 12 3/8" 3/8 1 55/64" 59/G4" 15/ 1 G" 1 35/G4" :1 5/ 1 G" .52. 12 1/2" 1/2 2 11164" 1 1/16" 1 7/64"15/G4" 78 12 3/4" 5/8 233/G4" 1 13/64" 1 5/16" 2 3/8" 4 lei/G4" .98 12 1" 13116 3 17/G4" 1 43/G4" 1 19/32" 2 35/G4" 4 15/G4" 1.59 G 1 114" 1 3 31 /G4" 1 23/32" 1 49/G4" 3 3/ 16" 5 15/32" 2.4 44. 1 1/2" 1 1/4 3 31132" 1 1 G 1/G4" 2 1/G4" 3 3/8" 5 15/32" 3.50 4 2" 1 1/2 413/32" 2 9/li4" 217/G4" 3 9/1G'-1 S15/32" 5.00 2 MARINE SERVICE United Ball Valves are available for marine set vice vrith brass lever and brass nut as pall No. 80BLH in sizes 1/2-2" and as shown at right With brass Side Outlet plug for use as a Seacock as pall No. 80BRS size 1Y.2.1 112". I'm kupkicernt!nt Sc!aI UL ULC/Canadian j Models Models WFD20 WFD20A 1A1FD25 WFD25A kVFD30 WFD30A WFD30.2 WFD30.2A WFD35 WFD35A kVFD40 WFD40A WFD50 WFD50A W FD60 W FD60A WFD80 WFD80A Replacement Parts A3008.00 Retard Mechanism A77-01.02 Terminal Block 5,16.7000 Cover Tamper Switch Kit WFDW Cover Wrench WFDN4 Replacement gasket kit Product Overview New WFD30-2 models install in 2" hole sizes UL ntrrtlels are NEMA 4 rated I Scaled retard mechanism assures that the retard is not contaminated by dust and ditt when the cover is removed r Visual switch activation permits installer to accurately set Wtard under I noisy conditions Rugged, dual $PDT switches are enclosed in a durable terminal block Accommodates up to 12 AWG wire 100T. synchronization activates buth alarm panel and local bell sintullaneously UL ULC FM ' O u•r,cua n usrEo V -15 s'.' c.... System Sunsor's WI-D series is compatible with schudule 10 thruul;h 4o steel pipe, sizes 2- through 8". and can be mounted in a vertical ut horizontal position. Robust Crmstruction. The WF17 series consists of ;t rut;l;cd, NI: 'NIA 4 rated rn,'k-stlic. Ilesignrcl for both intlo r :rail ituttloor itse, the \CrFI.? series operates ,I r: i,lc trnlla ralurr r:ull;t, front .t 2"I- to I ilcliahlu I''artrnmancu. Ill. lisit-d models .Ire equipped with t.unla•r resist:utt ,ovel .,•IetVto I)IC%'Cnt un.rtuhoriieJ enu't•. Irstdc, two st-tti of SPI?I. (Form Q :�u,hn,ninJ stvu�hcs .uc rn,It,stJ in .t dur,lldc Irrntinal bluc•k to assure Irltablr Ia•rfornt.utie. False Alarm Immunity. Thr WFI) ct•rtes illcorpor.lics :I 111cchantia1 relard fea- ture. WhI h nunnnixr the rt.k of f.IISC alarm Clue to I,rrssutc surges or air tt.11111cd in the sl,rinklct sysit•rI. In .IJJtliou, the nrc•ihallwal rctanl's unique .r.Il;,1 ;Icsi; n is nnnnntc (0 ,Ju,i .ui,l ,-IhL-I ronl.tuun.utls. Sunphlil a OI,cI.Iti,.ul. I hr \Y FI I srtir. i•. Jr.'t�;nrJ Io siulllhfv IIIsl.Illalion. Iwo n,lutt ,•1•rnua;: 1•errul v.I,•. nr.n haunt t,• Ihr L., ,II al.Irnl syslrrr. The IvlaI-d Inr,.h.Inl.In .IIIJ JIIA "POT .•.cnchr..u,: hrltl Ir1,LI�r.Iblr. MEA �. -a--- 411 - 4difieft. j64ft-.--- 911111-1 Efig.illf'-efing Specifications Van(: I"'p. (Inv., d-cfCCioIj-. -.11MI hf, iflsj on systl,.-Ill piping as designated On flit: Illowlt on , II)y CIe;1I PlPe (A file ;jppioprialc! flonlinal size. 61hul a vel lical Ilpflow of ticuilolli'll ftjIl. ;'It jCjz;t f1c1III ally Ilmlig.-. flia", v"ater (firuction, of 1,I)etliantelCrof no CIO, 'er 111EIT, 24" from it valve of d(zlil). f.);-tur-wis thali have a Sensitivity in (Ill: fallet" of 'I to 10 eZ'1101151 0Qr I'lliflUte and a static PlOssutc filtif)V of 450 psi for 2" The 6.1urAw Shall fcaJ)(Illfj to wake flcvv in the Specified t)l is field direct 0 after ZI little delay wlwhich�JIJJU I, direction ' F; -1 Lillil with ViSLMI illdiC;Itioll Of jCjLjZ)tiOfj. I _hC - 8C(LJ;Iti011 filectlijiliSIll delay inet;h,iniSrii ;.hall be ;I Sealed inuchmirai pneumatic. The Shall include a polyethylene Vallu inserted I Iff'OLIgh a hole in the pipe and Connected by a niecliziniccil linkage to the fle1zly 11jecil. 0UtjAIIS S11,111 COI)SiSt 01 dUII SPOT-AVitCtICS (FOrri) C CO(ItaCtS). Two conduit entrances for Standard fittings of Commonly Used 0ICCIIiC,.lI GOI)dUit S11,111 be provided On the detectors. A grounding provision is provided. Unless noted, encIOSILIfe.S shall t)(- NFMA 4 listed by Linde(wrilefs I iltiON1110lies Inc. All (let Oct Ors shall be listed by Underwriters Labotiatories Inc. lot indoor of olit• door use. Stand;trd Specifications '150 PSI Itro -11: gs for 112" conduit. One open. one Air ,;a is spriol,.ict: ril-VA-13 1%Ilock-out type One 'It Two FW011Y 0wcllIIIg: HITA 13D Re-Adenl4ill Occop�jncjes up to 4 Stones:fJFPA 1311 d 10 GPM ovo,at... National Fire Alarm Colt... fJFPA-72 3 2*F I o I 201F (OIC I o 4 9*C) Smne Ili Feet Per Second JFPSI L-wloswu Par ... %Vz.r(j.njY UENIA 4 - suitable for ioduor/outdoor use peps Steel -ate, pipe. schedule 10 through 40 Cuoloc, Ral.,q!S Two sets of sf,OY jr-orn, ci 10.0 A. 1/2 HP @ 125/250 VAC 2.5 A 0 G/ 12/ 2.1 VDC Q'e"di Dwlv.-a,nns ln".ielletl Ordering Information U.S. POIC-It 3.845.259 Standard with ULC models 4.782.333 Optional for UL models, part no. 5-IG-7000 5.213.205 sh-op it We,glq V/1`020: 4.2 lbs. wrD40: 5.2 JUS. WFD25: 4.3 Its. wrO50: 6.3 Ibs, WFD3u. 4.5 ib:: WFUGO: G.8 lbs. WFD30.2: 4.5 Ibr.. WFO80: 7.5 lbs. WF035: 4.7 lbs. lode! Width Model M6� F0.10 4. wr040 68' FD25 A 6' %VF 050 vii- F030 5.2' wrow 9.6- 'NO-2 5.21 Wri.160 10.01 FD35 57- U- hloilcl 14: l."! WFD20 Motel I,h )I)ers WF020A I,.t)c 2" flolt. 1;,;V WFO25 WFD30 V1FD254 %VF030A 2.14- 3" 1 V" WFD30.2, VVFD35 INFO-10 VIF050 wrD30.2A WrO35Jk WF040A WFD50A 3- 2" 316. 2." 4- 5" WFDGO WF080 WFOGOA G" %VF080A 2" I ul. 1,stecl onjy. System Sensor Sales and Service Syrtcm Sensor ll-dqua,tv,s System Sensor In Canada System Sensor In China 38^S Olm, A,enue 905.812.0767 Ph: - 8G.29 524.6253 St. Cha,les. it 60174 f. 905812.07/I I't" 4 46.29,524.6259 Ph SOOSC14"Off" F. I 1; 10.1 371 System Sensor in rurope System Sensor in Singapore Dorw:-n(s On llrni.uIll, Vh '14 1.10.4 276500 Ph G5 273 *,,.,,Jo 1 800 .716 1131: .,1 1, .1.1 1,103 .176501 F. 17-5 27( 2610 I. I.,- ......... .... . ..... ..., I., I .111 I.. , ".." . : :,. - Part Number A3008.00 Retard mechanism A 7 7-01-02 Terminal block 546-7000 tamper proof switch -kit'- wFoW fanner proof wrench for cover WFON4 Gasket kit System Sensor In the rat Cast System Sensor In India Pit 852.21919(103 Ph: 91.11.558.2119 FI,' 852.273156580 1*.: 13 1. 11 56 76815 System Sensor In Au,t,alla .1111 :181 1.12 5-1 281 1 i., 1Y ii' -5 -- — - .6i., - .---- ­ftfw -.. . . - s..-b— . ­_ :�3LYuss— — -Se Is 1-1g fit Ire -ts for �e. on 1es out tch be cis. of, CP) 1-y%,/ , TOR yy,arracso0c>a�al�amcrmrstw:s�ans�tac�t�ar.�sa. UL Listed, FM Approved 6" BELL SHOWN PBA-AC & PBD-DC Sizes Available: 6" (150(11111), 8" (200rnrn) and 10" (25OmrrI) Voltages Available: 24VAC 12OVAC 12VDC (10.2 to 15.6) Polarized 24VDC (20.4 to 31.2) Polarized Service Use: Fire Alarm General Signaling Burglar Alarm Environment: Indoor or outdoor use (See Note 1) -40' to 150OF (-40° to 66°C) (Outdoor use requires weatherproof backbox.) Termination: 4 No. 18 AWG stranded wires Finish: Red powder coating Optional: Model BBK-1 weatherproof backbox These vibrating type bells are designed for use as fire, burglar or general signaling devices. They have low power l �consumption and high decibel ratings. The unit mounts on a standard 4" (101mm) square electrical box for indoor use or on a model BBK-1 weatherproof backbox for outdoor applications. Weatherproof backbox model BBK-1, Stock No. 1500001. ALL DC BELLS ARE POLARIZED AND HAVE BUILT-IN TRANSIENT PROTECTION: SIZE INCHES (mm) VOLTAGE MODEL NO. STOCK 140. CUnDCNT IAtAx.) TYPICAL d0 AT 10 FT. (7m)(2) MIUMAUM dD AT 10 FT. (3m)(1) G 1150) 12VDC PD0126 1706012 .12A BS 76 0(7.00) QVDC POD128 1700012 .12A 90 76 10 (' =.0) 12VDC P901210 1710012 12A 92 76 6(1S0) 24VDC POD246 1700024 ,OGA 87 7G B(2001 24VDC POD248 1708024 .OGA 91 79 10(250) 24VDC PDD2410 1710024 .OGA 94 79 6(1501 24VAC POA246 IODG024 .17A 91 7G B(2001 '4VAC POA248 1808024 .17A 94 76 101s50) 24VAC POA2410 1810024 .17A 94 76 G 1150) 120VAC PDA1206 IBOG 170 .05A 92 82 8(2001 120VAC PDA1208 1008120 .05A 19 B2 10 (260) 120VAC 118A12010 1810120 .OSA 19 BS Notes: 1. Minimum dB ratings are calculated from integrated sound pressure measurements made at Underwriters Laboratories as specified in UL Standard 464. UI_ temperature range is -30' to 150OF (-34° to 66'C). 2. Typical dB ratings are calculated hone measurements made with a conventional sound level meter and are indicative of output levels in an actual installation. Potter Electric Sigllal Company • :'081 Craig Iload, St. Louis, MO, 63146.4161 • Phone: 600.325.3936/Canada 888.882.1833.1':xv7.{Tottersignal.com lIIai F�'iM✓19CT♦B�Af®P""� �i.1�i7�IR11�riL�m�a PIlINIFD IN 1.1SA MKI. PIMSr1D01 IlI:V 1' PAGE I OF" t.trL.: nr•OODf; Il :ins, RIMF� NO �m QA_ r.�.. - m - `r•-Div-'_ _ _ _<rww- --•..e - iE ��i.�..- -... G„i.. o - _ -.-i�-.•.itpo•.,«.z..- - - - r_ .- gem• >`+�:n •e, FIG. 1 - BELLS POTTER PBA-AC & PBD-DC ` !hC .Sy7nOnl 01, /'7olPchrul aoacgrxares�' DIMENSIONS INCHES (nun) BELLS (250) f^-� (200) G- (150) --+2 It/IG"I-- (( B) DWC. /176-1 FIG. 3 WIRING (REAR VIEW) D.C. BELLS (OBSERVE POLARITY) RED (N) RED (OUT) o rROw CONTROL PANEL TO Np17 DELL OR OR CrO-Of-IaE PRCCCaNC BELL RCSISIOR BLACK (N) BLACK (OVI) CAUTION, WKEN CLLCIFOCAL SLCCRVISION IS RLOUIRED US[ IN AND OUT LEADS AS S.O*PL NOTES: 1. OBSERVE POLAR17Y TO R1NC O_C. BELLS, 2. RED WIRES POSITIVE (r) 3_ BLACK WIRES NEGATIVE (-) DWG. 1776-3 FIG. 2 WEATHERPROOF BACKBOX BOX HAS ONE THREADED 1/2*CONDUIT ENTRANCE (BG) (127) 0- — -- 1- 3 3/8- -� (B6) (I08) DING 1776-2 A.C. BELLS IWarE oMl T TE (OVT) 49) 0 rRCU CONTROL PANEL 04C FWCEDO DELL BUCK (IN) BLACK (OUT) CAy71gN, WHEN CLECIRKjL SL"RASION IS RLOUREO VSC IN AND OUT LEADS AS SI*wK NOTES; 1, WHEN USING A.C. BELLS, TERUINATE EACH EXTRA WIRE SEPARATELY AFTER LAST BELL 2, END-OF-UNE RESWOR IS NOT REOWED ON A.C, BELLS, INSTALLATION 1. The bell should be mounted a minimum of 8 it. (2.4m) from the floor or as close to the ceiling as possible. 2. Removethegong. 3. Connect wiring (see Fig. 3). 4. Mount bell mechanism to backbox (bell mechanism must be mounted with the striker pointing (town). 5. Reinstall the gong (be sure that the gong positioning pin, in the (mechanism housing, is in the hole in the gong). 6. Test all bells for proper operation and observe that they can be heard where required (bells must be Heard in all areas as designated by the authority having jurisdiction). 0. Q1�iYSllP1Ml'J'.17�"tom PHIN11.0 III USA MK1' nH4S110111 nf•V 1' t•:,(;( ^Ill' 2 IL .i. ELKHART rJV i / 12 �L. t 1. (U� 10 90° •; F hi�• 29 90, ice--+'.Ys-.--.-. —{�>_ _"Q'__-- __.ice--i•$>:-.+.. �.c,. s_ I=xPOSE0 STANOPIPE /AUTO SPRINKLER SIAMESE _ Llkhaft 1!;G I,f.f: s walil I I'vc :•!arrrt: t: C)nno!'tun Ir.iS it:r., unat'r!1u;d f i r Lflgr:rr •rfl•/:'s. (?fur(:, Cu«l .'Iron:, LL,t:nlChFa)n hair-Ir:,l '".;lanrlOipr• .. i .,,t_n<q•..f I, • I � •jf. i-tit 'ilirF. " nr "`;la+nrlpfl, • ;nld /uflu ;:14.1 r; I.•ui ., `ulf yl i' PPll;.l ir•d bl;l ,.. :. )'� J�ti,�. ` � (.i1:Inrrt,ll Pull, chfulm: i,Iai,d I P ." . 1: l Sizc A g C p E o ' t .1I. I (: 2'5 x 2' ^: is 4 1 I '/n fj `/n 1 1 'At. ti'G, i 11 :a 1 , I �.. • }' ? 26 .C —r,; 12 V, I rr — _L J I li , - � — -- ---- C --- --{ Elkharl it Siamese -Single Clapper, lightweight, Cast brass lettered 'I-Spkr." One swinging brass clapper valve Complete with brass ssviveis Threads to local lire department specifications. Plugs and chams available al extra cost. Finish: Cast brass. Specily thread: Elkhart 18 Three-VVay Slantlpipe Siamese. Independent drop clap- per valves. Plugs anti chains available al extra cost 1•II,eads to local lire depailrner!! specifications. Fmish: Body painted red, cast brass Irim. Optional. Polished brass or polished chrome plated Irirn. Specify thread: 21 x 21/-" x 21./a" x G" Elkharl 12 Two -Way Standpipe Siamese. Cast brass standpipe or spnnklei sial»ese. Two individual drop clapper valves. Phlgs and chains available at extra cost. Specify lettering: "Standpipe" ur "Auto•Spkf." Threads to local lire department specifications. Finish: Cast brass. Optional: Polished brass or polished chrome plated. Specify size and lhead: x 21/2- x G,. Size A g C 2'/2 x 2!'z x 4 7�'li. 11?••,n J'ia o!': x 214 x--}----10 YI 1 1 'i2 •-- - . _.. 7- `- — Inuu,••,5,Un5 rt,-nnt!,, Elkhart 10 90° Two -Way Siamese. Independent drop clapper valves Plugs and chains available at extra cost. Specify lettering "Standpipe" ur "Auto•Spkr." Threads to local lire department specifications. Finish- Cast bias. Optional. Polished brass of polished chrome plale. Specily size and thead• 21-. x ".. x 4" 21. x ti..' x 0.. Elkhart 29 90" 1'lin.c-1V;iy Sidowatlk SIjrijLSt: Ca:a Ur;ra wllh uulc- pendunl tirop cloppel valves Plug:, and chain:: ;n'atabtt: of c\II;I co,:1 Threads to local lift! depar<ntunl t.pCtahCalior!ti I cosh C;Isl llr,l_: , l)lolion,tl !'ulr.h,:d hl;i;::: rn Iro6:aii`d Cloonit: {,I,d:•il 1 10�1106 ERMIT # C)q-Zsgi kDDRESS. ItIol - //-/Rl ',*,0NTRACT0R-qo%-vnQzv :'H DESCRRITION OF REVISION: EVISIONS DATE FAX # A4--lan UTILITIES --FIRE BLDG 01 CITY OF SANFORu j . AN 1 0 2005 P�ED 11 Jordan $ Skala Engineers, Inc. E3Project Number • No. 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 f7lPHONE (770)447-5547 FAX (770)448-0262 EMAIL- jse®jordanskolo.com COPYRIGHT 0 2004 JORDAN & SKALA ENGINEERS INC. THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FL REFERENCE DWG: (SCALE: P1.1 1/4' = 1'-0* PROJECT NO.: DATE: 0410070 1 01-12-2005 I REVISION: -- SK-P1 CITY OF SANFORD PERMIT APPLICATION I V Permit #: 04 - a S -1 /mil I U �' Date: / - v 5 Job Address: 144 n l 1' n A�) Description of Work: knCIA-- A/ C Historic District: Zoning: Value of Work: Permit Type: Building Electrical Mechanical _X_ Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Mechanical: Residential Non -Residential Plumbing/ New Commercial: # of Fixtures Plumbing/New Residential: # of Water Closets Occupancy Type: Residential Commercial Construction Type: # of Stories: Parcel #: Owners Name & Address: Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: Addition/Alteration Change of Service Temporary Pole - Replacement New (Duct Layout & Energy Calc. Required) # of Water & Sewer Lines # of Gas Lines Plumbing Repair - Residential or Commercial Industrial Total Square Footage: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) (Attach Proof of Ownership & Legal Description) Phone: Fax: 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. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 of the property of the req ireme of lorin w FS 3. Signature of Owner/Agent Date S!*pRfJurc of Contractor/ t Date J..C'V, A Print Owner/Agent's Name Prin Co tractor/Agent's Nam ,D Signature of Notary -State of Florida Date apID�pfary-$�q4d®E GRAVE Date # * MY COMMISSION # DO 164280 EXPIRES: November 12, 2006 ` Bonded Bud ttNo�iQ�rryy Services Owner/Agent is _ Personally Known to Me or ContracI PtgV is on ho �oe` ors Produced ID Produced ID �in � Y�d APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Utilities: FD: (Initial & Date) (Initial & Date) (Initial & Date) Permit # • Job Address: Description of Work: Historic District: Zoning: CITY OF SANFORD PERMIT APPLICATION Date: Value of Work: $ /0101 dv Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair- Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: (Attach Proof of Ownership & Legal Description) Owners Name & Address: Phone: Name & Address: Phone & Fax: YC Bonding Company: Address: Mortgage Lender: Address: Architect/Engineer: Address: 7-47�"Z &ontact Person: / lAdE1111 License Number: Phone: Fax: bZ�2y_�— ie: _717- J! d6 -OOyF 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. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT rN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDPk OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, them 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 of the property of the requirements f Flo •da Lien Law S 713. Signature of Owner/Agent Date Signature of Contractor/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldgd4 I d-to 9 l J04JZ: (Initial & Date) Special Conditions: (Initial & Date) Contractor/Agent's Name MY COMMISSION # DD 188491 EXPIRES: February 25. 2007 ilk Ph��1RhIi9Y8Ld>4'fli•1% Utilities: FD: (Initial & Date) (Initial & Date) Permit # : Oq ?,<:;�- l 1 Job Address: Ik4O Description of Work: Historic District: CITY OF SANFORD PERMIT APPLICATION i Date: X I{ BL\ID , SK Zoning: Value of Work: S—_ - -1, , CC,>C-> . Permit Type: Building Electrical K Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service - # of AMPS —tjo Q Addition/Alteration Change of ServiceTemporaryPole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial x Industrial Total Square Footage 1' (4 Construction Type: # of Stories: _� # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: Owners Name & Address: _- _ (Attach Proof of Ownership & Legal Description) ATLAPI R • CIA 7.0-505 O State License Number: • —�^ 44wme-&Faz Contact Person: MJ� �{00"iS Phone O�SZZ—�Z Bonding Company: Address: Mortgage Lender: Address: ArehiteegEngineer: Address: S3(A Phone: Fa::_ l-�'9'0-448-o26Z 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. OWNER'S AFFIDAVIT: I 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there may be additional rc this county, and there may be additional permits required from other governmental Acceptance of permit is verification that I will notify the owner of the property oft Signature of Owner/Agent Print Owner/Agent's Name Signature of Notary -State of Florida Owner/Agent is _ Personally Known to Me or _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Date Date Hcable to this roperty that may be found in the public records of as water Bement districts, state agencies, or federal agencies. nts o o da ien Law, FSurZF — 10, Il��j` of Contractor/Agent Date ;of&ctor/Aaent's Name wy-Sta.V of Florida Date Sends I BaffaMn Contractor/Agent is Personally Knowd'� MY COmrrditon D0034287 Produced ID o Expires July 13. 2005 Zoning: Utilities: (initial & Date) (initial & Date) FD: (Initial —& Date) POWER OF ATTORNEY DATE: I hereby name and appoint C , I RO MAS �>PKNL-W of Amber Electric, In . to be my lawful attorney in fact to act for me and apply to the l , SPrr'Building Department for an electrical permit for work to be performed at the location described as: lyol — Hs 1 Lj? P,Ati- (3LA . sH opS F (address of job) and to sign my name and do-a"hjgs necessary to this appointment. iel J. Petro EC00007,00 The foregoing in- trur6t was acknowledge before me on 1 u / I q' / 04 by DAN�II IEL J. PETRO who is personally known to me and who did not take oath. State of Florida, County of O RY Commission: .,, Sandra I BMW My Commission DOMW �p Expires July 13.2005 •Y: EVISIONS PERMIT # ADDRESS, CONTRACTOR t- DATE to.zn-oy PH # '10-s -jzno FAX #g-)o-�Z2-cj2o3 DESCRRITION OF REVISION: Addt� �► �,6h5 MWal- 1, MUCH ' 1 ' S=s yy j f a � .-p UTIL FIRE m i 4°F TO FDC NFHB—HOSEBIBB— EXTERIOR— NF JAY R. SMITH FIG. 5609—OT NON FREEZE 3/4" CAST BRONZE EXPOSED HYDRANT INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND SIZED IN ACCORDANCE WITH WALL THICKNESS. /7'\ WHITE BOX FLOOR PLAN — SHOP 1401 scut uw - Yd ;I Jordan & Skala Engineers, Inc. F3 Project NLunber - No. 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL• jse®jordonskolo.com COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC. THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD,FL r T CK WELD R SHUT REFERENCE DWG: SCALE: P1.1 1/4' = 1'-0- PROJECT NO.: DATE: 0410070 10-22-2004 REVISION: 39 SK-P1 c vn n/ v w vn i �v FOR FUTURE USE WHITE BOX FLOOR PLAN — SHOP 1457 srae,/I . r.W Jordan & Skala Engineers, Inc. j—j Project Plumber - No. 0410070 �1 5365 OAKBROOK PARKWAY, NORCROSS. GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL jse®jordanskalaxom THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FL REFERENCE DWG: (SCALE: P1.1 1/4" = 1'-0* PROJECT NO.: DATE: 0410070 1 10-22-2004 I REVISION: 39 1 COPYRIGHT 0 2004 JORDAN do SKALA ENGINEERS INC. SK-P2 NFHB-HOSEBIBB- EXTERIOR- NF JAY R. SMITH FlG. 5609-OT NON FREEZE 3/4" CAST BRONZE EXPOSED HYDRANT INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND SIZED IN ACCORDANCE WITH WALL THICKNESS. Q WHITE BOX FLOOR PLAN — SHOP 1457 zxs 1/t - 1 d n Jordan & Skala Engineers, Inc. (3 Project Rl�ber - No. 0410070 �� 5365 OAKBROOK PARKWAY, NORCROSS. GA 30093 PHONE (770)447-5547 FAX (770)448-0262- EMAIL- jse®jordanskolo.com THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FL REFERENCE DWG: I SCALE: P1.1 1/4- = V-0- PROJECT NO.: DATE: 04100 1 10-22-2004 I REVISION: 39 1 COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC. SK-P3 NFHB-HOSEBIBB-EXTERIOR-NF JAY R. SMITH FIG. 5609-OT NON FREEZE 3/4" CAST BRONZE EXPOSED HYDRANT INTEGRAL VACUUM BREAKER, NICKEL BRONZE FACE, AND SIZED IN ACCORDANCE WITH WALL THICKNESS. t WHITE BOX FLOOR PLAN — SHOP 1481 scxe t/t - 1•d 0 Jordan & Skala Engineers, Inc. E3Project Number - No. 0410070 5365 OAKBROOK PARKWAY, NORCROSS, GA 30093 171 PHONE (770)447-5547 FAX (770)448-0262 EMAIL- jseOjordonskalaxom THE MARKETPLACE AT SEMINOLE TOWNE CENTER SANFORD, FL REFERENCE DWG: SCALE: P1.1 1/4- = 1'-0- PROJECT NO.: DATE: 0410070 1 10-22-2004 I REVISION: 39 1 COPYRIGHT ® 2004 JORDAN & SKALA ENGINEERS INC. S K-P4 I CITY OF SANFORD PERMIT APPLICATION Permit # : DLA'OtV C, Date: 016 1 bq Job Address: H b 1 —) u ( hrA Z I 3 ai 7l Description of Work: Historic District: '� ning: Value of Work: S Permit Type: Building electrical Mechanical Plumbing Fire Sprinkler/Alarm Pool Electrical: New Service — # of AMPS Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines Plumbing/New Residential: # of Water Closets Plumbing Repair — Residential or Commercial Occupancy Type: Residential Commercial Industrial Total Square Footage: Construction Type: # of Stories: # of Dwelling Units: Flood Zone: (FEMA form required for other than X) Parcel #: ers Name& Address: t j r Name & Address: IPMffi & Fax: W S ;O%Ab Contact Person: Bonding Company: Address: Morwace Lender: Address: ArchitecUEngineer: Address: (Attach Proof of Ownership ,& Legal Description) Phone: -I ID' 1A40— State License . ^-I . Phone: Fax: 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. 1 understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TANKS, and AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I 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. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. 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 d"' state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property of th equire et of Florida LienAa r�F Signature of Owner/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is _ Personally Known to Me or Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: of t C n-tractor/Agent's N I C)_� C► Suture o -S dY OMMIS - Uh t DO AVE Date EXPIRES: November 12, 2006 ���3OF F��'��' Bonded Thru Budget Notary Services Contractor/Agent is PviTally jCaowp to M_ y 1 _ Produced ID t_ d�Ki �) �� oo�/ 4 �O (Initial & Date) Utilities: FD: (Initial & Date) (Initial & Date) LIMITED POWER OF ATTORNEY I hereby name and appoint: Rebecca De Lisle Printed Name of Appointee Hartford South, LLC. Company Name of Appointee to be my lawful attorney -in -fact to act for me in applying to Seminole County Government Commercial/Residential Permitting for a permit enabling work to be performed at the location below -described and to sign my name and do all things necessary to this appointment: Section Township Range Subdivision Block Lot 1401 - 1481 WP Ball Blvd. Sanford, FI. 32771 Project Address NAP Seminole Market Place, LLC. Owner of . 200, Suite 150, Roswell. GA,-30n Owner Signed: signature Date: September 30, 2004 Certified Contractor:Jay A. Rintelmann printed name Contractor License #:CC035621 State of Florida County of Orange Sworn to and subscribed before me this 30 day of September by Jay A. Rintelmann (name of person acknowledged) who is personally known to me or wha-I, posed (-` (identification). Notary Public Q Commission expires: � "* z')MIRT RY Z�4 YRIZgR Nosy Public State of Florida Comm. No. DO 140278 �'•....••••• E)q*es Oct 02, 2006 ;DF=GOMA4aCEM> " E, CLERK OF CIRCUIT C2JRT If�IILE P41COUNTY Permit No. d `(- �L y' f I it •`Efl� BK 05381 PGS 1090-1092 State of Florida - ' CT-siWi 5Nw, 1i i o9541 County of Serninole RECORDED 07/13/2w Qliag.sO pK G� <a RECORDIfe FEES 27. Be ed hereby RECORDED BY L "inley The undersigned y gives notice that nnprovement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property and street address if available) LLEt�}�� J 4-o._I — I4� I � �5 ? P�.kr r - t r SA ;►d ���. sL ?. General description of improvement: J. Owner information a. Name and address 080 �.GO Ma b. Interest in property rl DD m c. Name and address of fee simple titleholder (if other than Owner) 4. Contractor �(} tea. Name and address b. Phone number -7 S—,: Z 5. Surety--` �taxnum�ber ZZ_ a. Naive and address Tejo b. Phone number c. Amount of bond Fax number 6. Lender e. Name and address U.S. QNA"SCO.OATION o S �KV T Du,G b. Phone number 3 3 7. Persons within the State of Florida designated by Owner T Fax number 3. S 1 RCS H upon whom notices or other documents may be served as provided by Section 713.13(1)(a)7., Florida Statutes: a. Name and address 8. 9. b. Phone number In addition to himself o_r Fax number 713.13 l `' -""'C'-C1VC a copy of the Lienor's Notice as pro�ryded in Section ( )(b), Florida Statutes. a. Phone number j l V. 32C;. LKj I S number Expiration date of notice of commencement (the expiration date is 1 ye from the date of recording unless a different date is specified) �� / Signature of Owner Sworn to (or armed)) anndA subscribed before me this da of .� Li N E �'L y 1O �, by Personally Known -X— OR Produced Identification Type of Identification Produced 1 40............ --- / \ — _�r51y �F o 'xyubttc, State of Florida THIS INSTRUMENT PREPARED BY: otary ppb77ic, bb County, Georgia NAME }./1 ti My >y,�pmti�l i6n,�- • rapiras January 27, 2007 frt't1 %--1 ADDR. /-,4 OVERALL DESCRIPTION: THAT PART OF THE NORTHEAST 114 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 19; THENCE RUN S89°58'33"W, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 1848.74 FEET TO THE POINT OF BEGINNING; TT-IENCE CONTINUE S89n58'33"W, ALONG SAID NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 554.02 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1950.00 FEET, THENCE FROM A TANGENT BEARING OF S30036'41 "W, RUN SOUTHERLY ALONG THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08-43-48", AN ARC DISTANCE OF 297.11 FEET TO THE POINT OF COMPOUND CURVATURE; SAID CURVE HAVING A RADIUS OF 950.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 45003'29", AN ARC DISTANCE OF 747.09 FEET TO THE POINT OF TANGENCY; THENCE RUN S23"28'23"E, A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 740.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 22055'27", AN ARC DISTANCE OF 296.08 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, RUN N87°40'50"E, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, A DISTANCE OF 273.26 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 5611.58 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL -ANGLE OF 03°48'22", AN ARC DISTANCE OF 372.77 FEET; THENCE RUN N80n07'32"E, A DISTANCE OF 83.95 FEET; THENCE RUN N74-36'26"E, A DISTANCE OF 1449.63 FEET TO A POINT ON THE WESTERLY RIGHT-OF- WAY LINE OF RINEHART ROAD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2476.47 FEET; THENCE LEAVING THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, FROM A TANGENT BEARING OF N21038'04"E, RUN NORTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF RINEHART ROAD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 20°55'44", AN ARC DISTANCE OF 904.61 FEET; THENCE RUN S89n58'33"W ALONG THE SOUTH RIGHT-OF-WAY LINE OF WILSON AVENUE AS SHOWN ON PINE LAKES GROVE, AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA A DISTANCE OF 1724.50 FEET; THENCE RUN N00°Ol'24"W A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT; THAT PART OF THE NORTHEAST 1/4 OF SECTION 32, TO WNSli1P 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 19: THENCE RUN S89058'33"W, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 1848.74 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89°58'33"W, ALONG SAID NORTH LINE OF THE NORTHEAST I/4 OF SECTION 19, A DISTANCE OF 554.02 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1950.00 FEET, THENCE FROM A TANGENT BEARING OF S30036'41 "W, RUN SOUTHERLY ALONG THE EASTERLY RIGHT-OF-WAY LINE OF'TOWN CENTER BOULEVARD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08-43-48", AN ARC DISTANCE OF 297.11 FEET TO THE POINT OF COMPOUND CURVATURE; SAID CURVE HAVING A RADIUS OF 950.00 FEET. THENCE RUNT SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGII A CENTRAL ANGLE OF 45003'29", AN ARC DISTANCE OF 747.09 FEET TO THE POINT OF TANGENCY; THENCE RUN S23°28'23"E, A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 740.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH CENTRAL ANGLE OF11°5527", Errorl Unknown document property name AN ARC DISTANCE OF 296.08 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, RUN N87°40'50"E, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, A DISTANCE OF 184.64 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N87a40'50"E, A DISTANCE OF 88.62 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 5611.58 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03048,22", AN ARC DISTANCE OF 372.77 FEET; THENCE RUN N80007'32"E, A DISTANCE OF 83.95 FEET; THENCE RUN N74°36'26"E, A DISTANCE OF 198.42 FEET; THENCE RUN N09a39'32"W, A DISTANCE OF 336.11 FEET; THENCE RUN S80020'28"W, A DISTANCE OF 54.58 FEET; THENCE RUN N09°39'32"W, A DISTANCE OF 249.73 FEET; THENCE RUN N80°20'28"E, A DISTANCE OF 34.51 FEET; THENCE RUN N09139'32"W, A DISTANCE OF 287.17 FEET; THENCE RUN S85a57'35"W, A DISTANCE OF 328.52 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 463.00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 20"41'29" FOR AN ARC DISTANCE OF 167.20 FEET; THENCE RUN S65°16'06"W, A DISTANCE OF 272.51 FEET; THENCE RUN S09039'32"E, A DISTANCE OF 192.77 FEET; THENCE RUN N80a20'28"E, A DISTANCE OF 156.00 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 277.04 FEET; THENCE RUN N80n20'28"E, A DISTANCE OF 5.42 FEET; THENCE RUN S0903932"E, A DISTANCE OF 256.05 FEET; THENCE RUN S80°20'28"W, A DISTANCE OF 127.35 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 92.58 FEET TO THE POINT OF BEGINNING. Error! Unknown document property name COUNTY OF SEMINOLE {� ��_��-\\ �^��x IMPACT FEE STATEMENT STATEMENT NUMBER: 04100006 BUILDING APPLICATION #: 04-10000648 BUILDING PERMIT NUMBER: 04-10000648 UNIT ADDRESS: Q P BALL BLVD 1401-1481 TRAFFIC ZONE:022 JURISDICTION: SEC: TWP: RNG: SUF: SUBDIVISION: PLAT BOOK: PLAT BOOK PAGE: OWNER NAME: ADDRESS; DATE: June 14, 2004 32-19-30-501-0000-002O PARCEL: TRACT: BLOCK: LOT: APPLICANT NAME: MAP SEMINOLE MARKETPLACE ADDRESSn 1080 KOLCDMB BRIDGE RD ROSWELL GA 30076 LAND USE: MARKETPLACE SAPS TENANTS F TYPE USE: WORK DESCRIPTION: CITY-SANFORD SPECIAL NOTES: THE MARKETPLACE AT SEMINOLE TOWNE CENTER SHOPS TENANTS "F" _______________________________________________________________________________- FEE BENEFIT RATE UNIT CALC UNIT TOTAL DUE TYPE DIST SCHED RATE UNITS TYPE �... .... ���.... .... ������������������������������������������������������������������������ ROADS -ARTERIALS N/A Retail 50OK-999999 Sqft 1,546'00 18.800 1000gsft 29,064'80 ROADS -COLLECTORS N/A Retail 50OK-999999 Sqft 313.00 18.8OO 1000gsft 5,884'40 FIRE RESCUE N/A � .0O LIBRARY N/A 'O0 SCHOOLS N/A .O0 PARKS N/A 00 LAW ENFORCE N/A '00 DRAINAGE N/A .00 CREDIT FEES: SCI ROAD ARTERIALS Mm2act Fee Credit 1,546'00 18.800 1000sqft 29,064'8O- xOAD COLLECTORS NORTH Impact Fee Credit 313.00 18.800 5,884'4O- AMOUNT DUE '00 STATEMENT / RECEIVED BY: _�\����/'_ ______SIGNATURE: (PLEASE PRINT NAME) DATE: �....... ... ... .................. Y.... .... __________________ NOTE TO RECEIVING SIGNATORY/APPLICANT: FAILURE TO NOTIFY OWNER AND ENSURE TIMELY PAYMENT MAY RESULT IN YOUR LIABILITY FOR THE FEE. *** DISTRIBUTION: 1-BLDG DEPT 3-APPLICANT 2-FINANCE 4-LAND MANAGEMENT **NOTE** PERSONS ARE ADVISED THAT THIS IS A STATEMENT OF FEES DUE UNDER HU�,��,~ SEMINOLE COUNTY ROAD FIRE/RESCUE LIBRARY AND/OR EDUCATIONAi��» �°� , , - ' ISSUANCE OF A BUILDING PERMIT � ' . ' '�\�*� � ° PERSONS ARE ALSO ADVISED THAT ANY RIGHTS OF THE *rr���on / , (:)I*-*,' TO APPEAL THE CALCULATION OF ANY OF THE ABOVE MENTIONED MUST BE EXERCISED BY FILING A WRITTEN REQUEST WITHIN 45 CALEND����u` DAYS OF THE RECEIVING SIGNATURE DATE ABOVE, BUT NOT LATER THAN, CERTIFICATE OF OCCUPANCY OR OCCUPANCY. THL REQUEST FOR REVIEW MUST MEET THE REOJIREMEwTS OF THE COUNTY LAND DEVELOPMENT CODE. COPIES OF RULES GOVERNING APPEALS MAY BE PICKED UP, OR REQUESTED, rROM THE PLAN IMPLEMENTATION OFFICE: 1101 EAST FIRRT STREET, SANFORD FL, 32771; 407-665-7356' PAYMENT SHOULD BE MADE TO: SEMINOLE COUNTY OR CITY OF SANFORD BUILDING DEPARTMENT 1101 EAST FIRST STREET SANFORD, FL 32771 PAYMENT SHOULD BE BY CHECK OR MONEY ORDER, AND SHOULD REFERENCE THE COUNTY BUILDING PERMIT NUMBER AT THE TOP LEFT OF THIS STATEMENT' ' ***THIS STATEMENT IS NO LONGER VALID IF A BUILDING PERMIT IS NOT*** ISSUED WITHIN 60 CALENDAR DAYS OF THE RECEIVING SIGNATURE DATE ABOVE � DETAIL OF CALCULATION AVAILABLE UPON REQUEST' CALL' 407Y665n7356' ^ m\� ' ���� CITY OF SANFORD PERMIT APPLICATION Permit # : V 1 - a Date: Job Address: I��� 1¢�'1 & P (Sal/-} Qoy/� d - 5hn�s Te.-►:9 /7T 'F Description of Work: Co Historic District: Zoning: P Value of Work: $ Fire SprinMer/Alarm Pool Permit Type: Building Y Electrical Mechanical Plumbing Electrical: New Service - # of AMPS -T B D Addition/Alteration Change of Service Temporary Pole Mechanical: Residential Non -Residential Replacement New / (Duct Layout & Energy Calc. Required) Plumbing/ New Commercial: # of Fixtures # of Water & Sewer Lines # of Gas Lines 1 Plumbing/New Residential: # of Water Closets Plumbing Repair - Residential or Commercial Occupancy Type: Residential Commercial ✓ industrial 11 Total Square Footage: 18 00 Construction Type: I ✓ # of Stories: 1 # of Dwelling Units: l Flood Zone: x AA (FEMA form required for other than X) Parcel #: 3Z / - 3o - JD (- 0000 - 00 20 (Attach Proof of Ownership & Legal Description) Owners Name&Add ress: tiAP SeminoleNarKPTpIaCe (,.LC - 10E0 NntrIOMA i3r/dog gld¢ 2�i STe lSD 1 G� �00 APhone: O- 2 - n 2 R l/1 Lwe I1I \t Contractor Name &Address: De r In I License Number. 2-� Phone: `170 5oZ 7 I3 Phone & Fai: S"120Sl- / Z Contact Person: Bonding Company: Address: Mortgage Lender. Address: g ph / Parer 4tn62 PC Phone: }%- 39¢ - /6 Arcbitect/En ineer: � / Address: x nT/al CPpD W�sT sTe 4�- ATIanTa G-A 3032$ Fax: RD - 39� - 131 ¢ Application is hereby made to obtain a permit to do the work and installations as indicated. 1 terrify that no work or installation has commenced prior to the Performedissuance of a permit and that all work will be fall laws regulating construction in urisdiction. I permit must be secured for ELECTRICAL WORKPLUMB NG SID SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS, TdANKSdandat a separate AIR CONDITIONERS, etc. OWNER'S AFFIDAVIT: I 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. WARNING TO OWNER YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. NOTICE: In addition to the requirements of this permit, there maybe 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 of the property of the S' of caner/Agrnt � am Owner/Agent is _ Produced ID Personally Known to Me or Lim Law, FS 713. Agent's Name arure oflllo ofF1 Date f,;? �'N . JOHNSON MY COMMI SION # DD 285622 EXPIRES: March 23, 2008 ConiractorlAgcM ��� Persdiially'kYib'G')ili8(rd> Produced ID APPLICATION APPROVED BY: Bldg: "V\�� Zonmg: 14. C4tilities: (Initial & Date)) (innitiial�& Date) Special Conditions: 9A�� A� (initial & Date) FD: (Initial & 4/c/ CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES �1PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: (9-(-]-0 -1 PERMIT 9:01-� BUSINESS NAME / PROJECT: ADDRESS: Ko l -lqg j 11J P B c l� B j PHONE ( IQ— FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW �i]� F. A. [ ] F.S. [ ] HOOD [ ] PAINT BOOTH [ J BURN PE MIT [ J TENT PERMIT [ ] TANK PERMIT (] OTHER [ ] TOTAL FEES: $ 1,17 4.0-00 (PER UNIT SEE BELOW) COMMENTS Address / Bldg. # / Unit # Square Footap, Fees per Bldg. / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. _ 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone 4 -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances % of the City of Sanford, Florida. San.Car -Eire-W-e-yerrtion-Division p licant's Signature NOTICE OF COtMNIENCENIETT YANNE 14i1R5E, CLERK OF CIRCUIT C"T INOLF MINTY Permit No. E11{ 05381 F,GS I L-)q 1-1 OS Stale of Florida CT-*FNb(sN'*-2004109- 541 County of Seminole RECORDED 07/13/2904 01:39:50 PN RECORDING FEES 27.00 RECORDED BY L N&inley The undersigned hereby gives notice that improvement will be made to certain real property, and in accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description of the property and street address if available) LF-g'-AL Ay7,9cAeD 140t W P Ud L �L 1Da�►?��1- 2. General description of improvement: 3. Owner information a. Name and address NAP SeA/ b. Interest in property c. Narne and address of 4. Contractor /a. Name and address `�' 84--�ty 13L/7l b. Phone number % 5. Surety �t a. Name and address R1 b. Phone number _ C. Amount of bond Lender a. Name and address .S. simple titleholder (if other than Owner) M Fax number Fax number ZOATiO N to Most gnO W TO DD u,G 'bT w _ b. Phone number'�G ti�tiN� ,j� Fax number c ; Q (08q 1 24K 7. Persons within the State of Honda designated by Owner upon whom notices or other documents may be served as provided by Section 713.13(1)(a)T, Florida Statutes: a. Name and address 'r14n b. Phone number 8. In addition to himself or hersel Owner designates Fax number of =-u—• T1 Ez#to receive a copy of the Lienor's Notice as provided in Section 713.13(1)(b), Florida Statutes. a. Phone number 170. 32t; • 4q12 Fax number 710. Expiration date of notice of commencement (the expiration date is 1 year from the date of recording unless a different date is specified) Signature of Owner Swoon to or affirmed)` ansubscribed before me this day of J V NE Personally Known -X OR Produced Identification Type of Identification Produced blic, State of Florida ,�:. „ "•' THIS IN'jTRUP,";r-n;T pRc{'?gED BY: -�•. { A: FLANDERS �••�totary Public, Cflbb County, Georgia NAP/! _L My,%�Omtsr�7,Ekpires January 27, 2007 ADDR. 20 -QA_, by CLUIRI _D LUPY MARYANWE MORSE eLERk OF CIRCURT OURTF S4tl�ir E OOU/^NTY. f � w I l /• 1 3 2004 OVERALL DESCRIPTION: THAT PART OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 19; THENCE RUN S89058'33"W, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 1848.74 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89058'33"W, ALONG SAID NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 554.02 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1950.00 FEET, THENCE FROM A TANGENT BEARING OF S30036'4I"W, RUN SOUTHERLY ALONG THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08-43-48", AN ARC DISTANCE OF 297.11 FEET TO THE POINT OF COMPOUND CURVATURE; SAID CURVE HAVING A RADIUS OF 950.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 4500329", AN ARC DISTANCE OF 747.09 FEET TO THE POINT OF TANGENCY; THENCE RUN S23028'23"E, A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 740.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 22055,27", AN ARC DISTANCE OF 296.08 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, RUN N87°40'50"E, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, A DISTANCE OF 273.26 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 5611.58 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03048'22", AN ARC DISTANCE OF 372.77 FEET; THENCE RUN N80°07'32"E, A DISTANCE OF 83.95 FEET; THENCE RUN N74036'26"E, A DISTANCE OF 1449.63 FEET TO A POINT ON THE WESTERLY RIGHT-OF- WAY LINE OF RINEHART ROAD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2476.47 FEET; THENCE LEAVING THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, FROM A TANGENT BEARING OF N21038'04"E, RUN NORTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF RINEHART ROAD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 20°55'44", AN ARC DISTANCE OF 904.61 FEET; THENCE RUN S89058'33"W ALONG THE SOUTH RIGHT-OF-WAY LINE OF WILSON AVENUE AS SHOWN ON PINE LAKES GROVE, AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA A DISTANCE OF 1724.50 FEET; THENCE RUN N00°01'24"W A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT; THAT PART OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 19; THENCE RUN S89158'33"W, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 1848.74 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89°58'33"W, ALONG SAID NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 554.02 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1950.00 FEET, THENCE FROM A TANGENT BEARING OF S30036'41"W, RUN SOUTHERLY ALONG THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08°43'48", AN ARC DISTANCE OF 297.11 FEET TO THE POINT OF COMPOUND CURVATURE; SAID CURVE HAVING A RADIUS OF 950.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 45003'29", AN ARC DISTANCE OF 747.09 FEET TO THE POINT OF TANGENCY; THENCE RUN S23028'23"E, A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 740.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 22°55'27", Error! Unknown document property name. AN ARC DISTANCE OF 296.08 FEET TO A POINT ON THE NOR';'HERLY RIGHT-OF-WAY LINE OF STATE ROAD 417; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, RUN N87°40'50"E, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, A DISTANCE OF 184.64 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N87040'50"E, A DISTANCE OF 88.62 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 5611.58 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03°48'22", AN ARC DISTANCE OF 372.77 FEET; THENCE RUN N80007'32"E, A DISTANCE OF 83.95 FEET; THENCE RUN N74036'26"E, A DISTANCE OF 198.42 FEET; THENCE RUN N09°39'32"W, A DISTANCE OF 336.11 FEET; THENCE RUN S80°20'28"W, A DISTANCE OF 54.58 FEET; THENCE RUN N09039'32"W, A DISTANCE OF 249.73 FEET; THENCE RUN N80°20'28"E, A DISTANCE OF 34.51 FEET; THENCE RUN N09°39'32"W, A DISTANCE OF 287.17 FEET; THENCE RUN S85057'35"W, A DISTANCE OF 328.52 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 463.00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 20-41'29" FOR AN ARC DISTANCE OF 167.20 FEET; THENCE RUN S65°16'06"W, A DISTANCE OF 272.51 FEET; THENCE RUN S09039'32"E, A DISTANCE OF 192.77 FEET; THENCE RUN N80°20'28"E, A DISTANCE OF 156.00 FEET; THENCE RUN S09039'32"E, A DISTANCE OF 277.04 FEET; THENCE RUN N80020'28"E, A DISTANCE OF 5.42 FEET; THENCE RUN S09039'32"E, A DISTANCE OF 256.05 FEET; THENCE RUN S80020'28"W, A DISTANCE OF 127.35 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 92.58 FEET TO THE POINT OF BEGINNING. Error! Unknown document property name. OVERALL DESCRIPTION: THAT PART OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 19; THENCE RUN S89°58'33"W, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 1848.74 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89°58'33"W, ALONG SAID NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 554.02 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1950.00 FEET, THENCE FROM A TANGENT BEARING OF S30036'41 "W, RUN SOUTHERLY ALONG THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08-43-48", AN ARC DISTANCE OF 297.11 FEET TO THE POINT OF COMPOUND CURVATURE; SAID CURVE HAVING A RADIUS OF 950.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 45003'29", AN ARC DISTANCE OF 747.09 FEET TO THE POINT OF TANGENCY; THENCE RUN S23028'23"E, A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 740.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 22055,27", AN ARC DISTANCE OF 296.08 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, RUN N87°40'50"E, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, A DISTANCE OF 273.26 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 5611.58 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03°48'22", AN ARC DISTANCE OF 372.77 FEET; THENCE RUN N80°07'32"E, A DISTANCE OF 83.95 FEET; THENCE RUN N74036'26"E, A DISTANCE OF 1449.63 FEET TO A POINT ON THE WESTERLY RIGHT-OF- WAY LINE OF RINEHART ROAD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE WESTERLY, HAVING A RADIUS OF 2476.47 FEET; THENCE LEAVING THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, FROM A TANGENT BEARING OF N21038'04"E, RUN NORTHERLY ALONG THE WESTERLY RIGHT-OF-WAY LINE OF RINEHART ROAD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 20-55-44", AN ARC DISTANCE OF 904.61 FEET; THENCE RUN S89°58'33"W ALONG THE SOUTH RIGHT-OF-WAY LINE OF WILSON AVENUE AS SHOWN ON PINE LAKES GROVE, AS RECORDED IN PLAT BOOK 9, PAGE 27, PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA A DISTANCE OF 1724.50 FEET; THENCE RUN N00°01'24"W A DISTANCE OF 30.00 FEET TO THE POINT OF BEGINNING. LESS AND EXCEPT; THAT PART OF THE NORTHEAST 1/4 OF SECTION 32, TOWNSHIP 19 SOUTH, RANGE 30 EAST, SEMINOLE COUNTY, FLORIDA, DESCRIBED AS FOLLOWS: COMMENCE AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4 OF SECTION 19; THENCE RUN S89°58'33"W, ALONG THE NORTH LINE OF SAID NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 1848.74 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE S89°58'33"W, ALONG SAID NORTH LINE OF THE NORTHEAST 1/4 OF SECTION 19, A DISTANCE OF 554.02 FEET TO A POINT ON THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, SAID POINT BEING ON A NON -TANGENT CURVE, CONCAVE EASTERLY, HAVING A RADIUS OF 1950.00 FEET, THENCE FROM A TANGENT BEARING OF S30036'41 "W, RUN SOUTHERLY ALONG THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD AND THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 08°43'48", AN ARC DISTANCE OF 297.11 FEET TO THE POINT OF COMPOUND CURVATURE; SAID CURVE HAVING A RADIUS OF 950.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 45003'29", AN ARC DISTANCE OF 747.09 FEET TO THE POINT OF TANGENCY; THENCE RUN S23028'23"E, A DISTANCE OF 100.00 FEET TO THE POINT OF CURVATURE OF A CURVE CONCAVE WESTERLY, HAVING A RADIUS OF 740.00 FEET, THENCE RUN SOUTHERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 22°55'27", Error! Unknown document property name. AN ARC DISTANCE OF 296.08 FEET TO A POINT ON THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417; THENCE LEAVING THE EASTERLY RIGHT-OF-WAY LINE OF TOWN CENTER BOULEVARD, RUN N87°40'50"E, ALONG THE NORTHERLY RIGHT-OF-WAY LINE OF STATE ROAD 417, A DISTANCE OF 184.64 FEET TO THE POINT OF BEGINNING; THENCE CONTINUE N87040'50"E, A DISTANCE OF 88.62 FEET TO A POINT ON A NON -TANGENT CURVE, CONCAVE NORTHERLY, HAVING A RADIUS OF 5611.58 FEET, THENCE RUN EASTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 03-48,22", AN ARC DISTANCE OF 372.77 FEET; THENCE RUN N80°07'32"E, A DISTANCE OF 83.95 FEET; THENCE RUN N74036'26"E, A DISTANCE OF 198.42 FEET; THENCE RUN N09°39'32"W, A DISTANCE OF 336.11 FEET; THENCE RUN S80020'28"W, A DISTANCE OF 54.58 FEET; THENCE RUN N09039'32"W, A DISTANCE OF 249.73 FEET; THENCE RUN N80°20'28"E, A DISTANCE OF 34.51 FEET; THENCE RUN N09039'32"W, A DISTANCE OF 287.17 FEET; THENCE RUN S85057'35"W, A DISTANCE OF 328.52 FEET TO THE POINT OF CURVATURE OF A CURVE, CONCAVE SOUTHERLY, HAVING A RADIUS OF 463.00 FEET; THENCE RUN WESTERLY ALONG THE ARC OF SAID CURVE, THROUGH A CENTRAL ANGLE OF 20-41-29" FOR AN ARC DISTANCE OF 167.20 FEET; THENCE RUN S65°16'06"W, A DISTANCE OF 272.51 FEET; THENCE RUN S09039'32"E, A DISTANCE OF 192.77 FEET; THENCE RUN N80020'28"E, A DISTANCE OF 156.00 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 277.04 FEET; THENCE RUN N80020'28"E, A DISTANCE OF 5.42 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 256.05 FEET; THENCE RUN S80020'28"W, A DISTANCE OF 127.35 FEET; THENCE RUN S09°39'32"E, A DISTANCE OF 92.58 FEET TO THE POINT OF BEGINNING. Error! Unknown document property• name. Project Name:_ /0" DEVELOPMENT FEE WORKSHEET CITY OF SANFORD P.O. BOX I* SA.NFORD, FL 32772-1788 Date I- ;, /_ Owner/Contact Person: Address: Phone: Ltj, �% ��y� L5/ /C Q S k F 1 1 Type of Development: 1) RESIDEN7Z4 Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1" 2" ,etc.): REMARKS: 1 2) NON -.RESIDENTIAL • Type of Units (commercial, Industrial, etc.): Total Number of Buildings: Number of Fixture Units (each building): Type of Utility Connection��'-S (individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1 ", 2", etc.) REMARKS: Dw /r s'eo.e CONNEC770NFEE CAL C ULA 770N.- 4)0 Ae :. Name -'Signature - Date 0r1isC1rn mina 2) Equivalent Residential Connection (ERC) -300 Gallons Per Day (GPD) Residential - S65OfUnit - Single family structure, or multi —family unit containing three (3) bedrooms or more. $487.50/Unit - . Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (Ihis category is based on judgment/assumption, estimation that such family units on average require 750/,225 GPD Of the water and sewer service of an average single family unit} Commercial S650/ERU - Fixtures unit schedule from Southern Plumbing Code will be used One ERU will be charged for connection and up to twenty (20) fixtures units. For projects having more that twenty (20) fixture unit base for the fast ERU. (Example: twenty-five (25) fixtures units will be rated as 125 eru: twenty-six (26) fixture units will be rated as 1.5 ERU.) Sewer Systems Impact Fees F4uivalent Residential.,Connections 270•Gallons Per Day.(GPD) Residential - S1,700 Unit - Single Family structure, or multi -family unit Containing three (3) bedrooms or more. S1,275/Unit . - . Multi -family unit or Mobile Home unit containing less than three (3) bedrooms. (This category is based on judgment/assumption, estimation that such family units on average require 75% of water and sewer service of an average single family unit} Commercial- Industrial- Institutional S1,700/ERU Fixtures unit schedule Crom Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty(20) fixtures units. For projects hav4more than twenty (20) units the Impact fee will be increments of 25% based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the fast ERU. (Example: twenty five (25) fixture units will be rated as 1.25 ERU: twenty six (26) fixture units will be rated as 1.5 ERU} Standard PLnnbing codes 0 1997 FIXTURES TYPE DRAINAGE FMUM UNIT MINIMUM SIZE OF Automatic clothes washers, commercial a) VALVE AS LOAD FACTORS TRAP CHES3 Automatic clothes washers, residential 2 . 2 2_ Bathroom group consisting of water closets, lavatory, 6 _ bidet and bathtub or showers Bathtub (b) (with or without overhead shower or 2 whirlpool attachments 1 Bidet r Combination sink and 2 Dental lavatory 2 1 '/2 1 'A Dental unit or idor 1 1 'h Dishwashing machine, (c.)domestic 1 116 Drinlang fountain 2 1 'A Floor drains %7 Kitchen sink domestic 2 2 2 Kitchen sink, domestic with food waste grinder and/or 2 1 M t/, Dishwasher 1 T.a .tray 1 or 2 compartments . 2 1 '/2 Lavatory . . 1 1 'A Shower con mrtrnents, domestic 2 2 Sink 2 1 '/� Urinal 4 Footnote d Urinal, 1 Ton per flush or less 2e Footnote d Wash sink (circular or multiple) each ser of faucets 2 .1 y, Water closets, flushometer tank, public or private 4e Footnote ,� d Water cl ts, pnvate installation 4 Footnote d Water closets, public installation 6 Footnote d 041 rur 51. 1 MCI -7a.4 mm, I gallon'3.78S L a For traps larger than 3 inches, use Table 709.2 b A showerhead over a bathtub or whirlpool bathtub attachments does not•inarese the drainage fixtures unit valve e See scion 709.2 though 709.4 for methods of computing unit valve of SxQurea not listed jn Table 709.1 or for rating of devices with intermiRew flows. d Trap size shall be consistent with the fixtures outlet size. e For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage first fixture unit unless the lower values are confirmed by testing_ TABLE 709.2 DRAINAGE FIXTURES UNITS FOR FIXTURES DRAINS OR TRAPS • Fixture Dram or Trap Size inches Drainage Fixtures Unit Value 1 'A 1 1 %x, 2 2 3 2 '/, 4 3 5 4 6 ISIONS I 1-15—OL( PERMIT # DATE ADDRESS L.,3SW-6ALx- -%:?%LvJO- CONTRACTOR PH # FAX # DESCRRITION OF REVISION: Pn;lsv.,n Eueuvk-rar%s &llmQfm6w,% d,3cr-vaK-Mm-1 I= % &a%jcx=" -- Te Z/ay UTILITIES��� CITY C)!' � ji' loeAll FIRE c NOV 004 BLDG %'ll S ' J NORTH AMMICAN POOPIK-DES February 5, 2005 City of Sanford Dan Florian, Building Official P. O. Box 1788 Sanford, FL 32772-1788 RE: Prepower Inspection Request for 1410 WP Ball Blvd (Seminole Towne Center — House Panel F) Dear Dan, Please accept this letter as our written request for a prepower inspection for House Panel F located at 1410 WP Ball Blvd in the Seminole Towne Center project. We understand that the building cannot be opened to the public prior to the release of a Certificate of Occupancy by the City. Thank you for your assistance in this matter. NAP Seminole Marketplace LLC 4 / v Jeffrey R Pape Authorized Agent C-A--'0&-Q� FLORENCE A. DE GRAVE f * MY COMMISSION i DD 164280 EXPIRES: November 12, 2006 -14'.Ode Bonded Teru Budget Notary Services REVISIONS PERMIT # QLA- 2 I DATE [O[Mo d,, ZcnoS ADDRESS Ho� - kLibi W • P. �tl $NcO. CONTRACTOR louhq Cor,}.c,.hq PH # -1-1 b - S2-7 • loci 13 FAX # Awl - 323 - 153i DESCRRITION OF REVISION: 0 1\4d 2 Dour &zvr,Zs, n, -oc,Lt s }o rc plac-c- 1 1�our �.•�aQQ S -6c use stea►z.%oh Se�cvo t svcs 1LioI io ILf25 4-0 Lto�� ► LI I'i � I y 2 S UTILITIES FIRE LA BLDG , CITY:OF 6"ANFORD `- MAR 2 2 2005 RECEIVED RECEIVED APR 0 6 2005 REVISIONS PERMIT # 25011 DATE b aP¢IL Zoos ADDRESS I `i'o 1 4'5 1 W. p. 5a6l Blvo. So .,-(o,r', PL CONTRACTOR youhcq Combxc.%hv� PH # -7-10-52-7-&a13 FAX# DESCRRITION OF REVISION:0 N P D T-wo Roof fio41 Uri iTS To -s,) ITC I +s-7. © Ptpo new ZooA e 1eci-v;ccx Irv; ce i-c so,i e 14 I1 UTILITIE FIRE __--- v,� �s v� �!- o0o c�✓� o•� �g 6-Q—✓ed B L D G w4,e) V A 1i�r 9