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Home My WebLink About3935 St Johns Pkwy (2)f CITY OF SANFORD PERMIT APPLICATION LIZ Z40 r Permit No.: Z o Date: 2/11/02 3935 5 4- h is' P& Job Address: '%' SANFORD, FL 32771 (43B OFFICE/WAREHOUSE) Permit Type: Building Electrical Mechanical Plumbing X Fire AlarmrSptinkler Description of Work UNDERGROUND FIRE SPRINKLER SYSTEM FROM POS INTO THE BLDG . & OVERHEAD FZ12e>.SPRINKLER SYSTEM. Additional Information for Electrical & Plumbing Permits Electrical: —Addition/Alteration _Change of Service Temporary Pole Now AMP Service (fl of AMPS Plumbing/Residential: Addition/Alteration New Construction (One Closet Plus Additional) Plumbing/Commercial: Number of Fixtures Number of Water & Sewer Drainage Lines Number of Gas Lines _ Occupancy Type: Residential X Commercial _ Industrial Total Sq Ftg: 12, 000 Value of Work: S 22, 796.00 Type of Construction: Noal - _ Flood Zone: Number of Stories: 1 Number of Dwelling Units: Parcel No.: 28-19-30-5NR-0000-0170 (Attach Proof of Ownership & Legal Description) Owner/Addrem/Phone: CONRAD CONSTgl T N, P 0 BOX 470024, LAKE PARK FL 32747 _ 407) 330-3238 --. Contractor/Address/Phone: DELTA FIRE SPRINKLERS, INC. , 111 TECH DRIVE, SANFORD, FL 32771 407/328-3000 State License Number: 749740000190 Contact person: KAREN (407) 328-3000 EXT 143 Phone & Fax Number. (407) 328-3001 Title Holder (If other than Owner): N/A Address• Bonding Company: N/A - Address: Mortgage Lender. N/A Address: Architect/Engineer N/A Phone No.: Address: Fax No.: Application is hereby made to obtain a permit to do the work and installations as indicated. I certify that no work or IF192115tion hascommencedpriortotheissuanceofapermitandthatallworkwillbeperformedtomeetstandardsofalllawsregulatingconstructioninthisjurisdiction. I understand that a separate permit must be secured for ELECTRICAL WORK, PLUMBING, SIGNS. WELLS, POOLS, FURNACES, BOILERS, RATERS, 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 withallapplicablelawsregulatingconstructionandzoning. WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING TWICE FOP, IMPROVEMENT'S 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 go+tirnmcntal rntities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that I will notify the owner of the property o e uirem of Florida Lien Law, FS 713. 2/11/02 Signature of Owner/Agent Date S gnature of Contractor/A Dam Print Owner/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Produced ID _ 2/11/02 Date a.YKAREN M. BINNER r MY CC;:;' ?5'C3N M CC 8_233340l ny r f :.S- A p, i14, ZW3 1- 0004 prASY pIa Nct^v Ss!otq, & BordrV Co. Contractor/ Agent is X nally KnoAv to Produced ID N A APPLICATION APPROVED BY: lDate: c2 -oZ /—v Z Special Conditions'. 5IN 0 C, /%1 4e I Seminole County Property Appraiser Get Information by Parcel Number Page 1 of 1 PARCEL DETAIL IF r:. , _.In ,.._.,,._,_ .... „, .:. I, ... ... _ <1 Q P I v. mbar TL I NE R4 Sc'rninole C i3univ Phlprrtjv APO prai"r r tJfr''ritf f t€11 F. Fir,t `<d. tisnCuiI 7-1 4 pia W" 101, GENERAL VALUE SUMMARY Parcel Id: 28-19-30-5NR-0000-0170 Tax District: S1-SANFORD Value Method: Market Owner: 71 FAMILY PARTNERSHIP LTD Dor: 40-VAC INDUSTRIALGENERNumberofBuildings: 0 Address: 125 COASTLINE RD STE 2000 Depreciated Bldg Value: $0 City,State,ZipCode: SANFORD FL 32771 Exemptions: - Depreciated EXFT Value: $0 71 COASTLINE RD SANFORD Land Value (Market): $140,480 Property Address: 32771 Land Value Ag: $0 Facility Name: Just/Market Value: $140,480 Assessed Value (SOH): $140,480 SALES Exempt Value: $0 Deed Date Book Page Amount Vac/Imp Taxable Value: $140,480 WARRANTY DEED 07/2001 04136 1949 $165,500 Vacant Tax Bill Amount: $3,016 Find Comparable Sales within this DOR Code LAND LEGAL DESCRIPTION PLAT Land Assess Method Frontage Depth Land Units Unit Price Land Value LOT 17 SANFORD CENTRAL PARK PH 2 AMENDED PB 54 PGS 8 SQUARE FEET 0 0 56,192 2.50 $140,480 THRU 10 NOTE: Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. http://www.scpafl.org/pls/web/re web.seminole county title?parcel=2819305NR00000170&cpad=Coastline&cpad num=&cc... 2/11/02 CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: PERMIT #: OZ BUSINESS NAME / PROJECT: PHONE NO.. OQ7 /Z/3 FAX NO(707 Zr a 3km CONST. INSP. [ ] C / O INSP. j 1 REINSPECTION [ ] PLANS REVIEW [ ] F. A. [ 1 F.S. [ ] HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT I ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES: S _4 0 1-1 00 ( PER UNIT SEE BELOW) COMMENTS: saeV'Ea I..Le— 7Lham( Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 2. 3. 4. 5. 6. 7. 8. 9. 10. 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 I will comply with all applicable odes and ordinances of the City of Sanford, Florida Sanford Fire Prev ion Division pplicant's Signature 0 DELTA FIRE SPRINKLERS, INC. 111 TECH DRIVE SANFORD, FL 32771 PHONE (407) 328-3000 FAX (407) 328-3001 TO: CITY OF SANFORD BUILDING DEPARTMENT 300 N PARK AVENUE SANFORD, FL 32771 GENTLEMEN: WE ARE SENDING YOU Shop Drawings Q Specifications 0 Under separate cover via Prints Q Copy of Letter Q r Attached MAIL FEDEX, UPS -NEXT DAY DELTA COURIER LETTER OF TRANSMITTAL Date 2/22/02 jJob No. C0155 Attention PLANS REVIEW RE: BREWER OFFICE/WAREHOUSE SANFORD,FL the following items. Plans Q Change Order Q Samples Q Other Q Copies jDate INo. I Description 3 2/11/02 SETS ISEALED OVERHEAD AND UNDERGROUND FIRE SPRINKLER PLANS. 3 2/11/02 SETS ISEALED HYDRAULIC CALCULATIONS. 1 2/11/02 EA JOVERHEAD & UNDERGROUND PERMIT APPLICATION. These are transmitted as checked below: For approval ® Approved as submitted 0 Resubmit _ copies for approval 0 For your use 0 Approved as noted 0 Submit _ copies for distribution 0 As requested 0 Returned for corrections 0 Return _ corrected prints 0 For review and comment Q Others Q Q Prints returned after loan to us 0 Please return one executed contract / change order for our records. REMARKS: PLEASE CALL KAREN AT (407) 328-3000 EXT #143 WHEN READY FOR PICKUP. IF YOU HAVE ANY QUESTIONS, PLEASE CALL ME AT (407) 328-3000 EXT #137. Copy To: FILE C0155 Copy: 71 00 Transmittal only Transmittal and attached documents SIGNE KEVIN HUMPHRE DESIGN MANAGER 0155t101 2/11/02 SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI. 32771 / P. O. Box 1788, Sanford, FI. 32772 407 302-2520 /. FAX (4-07) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: February 14 ,2002 Business Address: 71 Coastline Road Occ. Ch. 42 Storage Business Name: Brener Warehouse Ph. ( ) Contractor: Delta Fire Sprinklers Inc. Ph. (407) 328-3000 ext. 143 FAX (407)328-3001 Reviewed I I Reviewedwiihi,,comment [-X ] Rejected Reviewed by: Timothy Robles, Fire Protection Inspector- Comment: Instillation of 20-globe chrome pend. Recessed heads 155 degrees '/2" 5.6 K (office area only) Instillation of 48-brass upright heads200 degrees Star S-190. %4" 14.OK 1.1 Application — Per N.F.P.A. #13-1999 ed, 2-1.1 * Office area is classified as "Light Hazard Occupancy" combustibility of contents are lo« & fires with relatively low rate 1.2 Ware 1-101-1se area is designed as "Ordinary Hazard Group =2" N.F.P.A. #13 1999 ed. Classifies quantity and combustibililY of contew.s to be moderate ro high. Stockpiles not to exceed twelve (12') Sanford Fire Department will require wall stencil on two (2) v ails of each vv arehouse stating STOCK PILES SHALL NOT EXCEED 12ft" in red 6" six inches letters. Tamper switches required on all outside and inside fire sprinkler valves, including outside Back -flow Prevention valves. NVater flow switch required on riser SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI.32771 t 407 302-2520 / FAX (407) 330-5677 Pager (407) 918-0395 Plans Review Sheet Date: February 14 ,2002 Business Address: 71 Coastline Road Occ. Ch. 42 Storage Business Name: Brewer Warehouse Ph. () Contractor: Delta Fire Sprinklers Inc. Ph. (407) 328-3000 ext. 143 FAX (407)328-3001 Reviewed [ 1 Reviewed with eommenk' [X ] Rejected [ Reviewed by: Timothy Robles, Fire Protection Inspector Comment: Instillation of 20-globe chrome pend. Recessed heads 155 degrees 1/2" 5.6 K (office area only) Instillation of 48-brass upright heads200 degrees Star S-190, 3/4" 14.OK 1.1 Application— Per N.F.P.A. #13-1999 ed, 2-1.1 * Office area is classified as "Light Hazard Occupancy" combustibility of contents are low & fires with relatively low rate 1.2 Ware House area is designed as "Ordinary Hazard Group #2" N.F.P.A. #13 1999 ea. Classifies quantity and combustibility of contents to be moderate to high. Stockpiles not to exceed twelve (12 ) Sanford Fire Department will require wall stencil on two (2) walls of each warehouse stating STOCK PILES SHALL NOT EXCEED 12ft" in red 6" six inches letters. Tamper switches required on all outside and inside fire sprinkler valves, including outside Backflow Prevention valves. Water flow switch required on riser 1 Fire Protection by Computer Design DELTA FIRE PROTECTION ENGINEERING 111 TECH DRIVE SANFORD FLORIDA 32771 407-328-3000 Job Name BREWER #5 Building Office & Warehouse Location Office System 1 Wet Sys. Contract C0155 Data File C0155.WX2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION Page 2 BREWER #5 Date 4 Hvdraulic Design information Sheet Name - Brewer Office and Warehouse #5 Date - 2-9-02 Location - Office Building - Office & Warehouse System No. - 1 Wet Sys. Contractor - Delta Fire Sprinklers Inc. Contract No. - C0155 Calculated By - Kevin Humphrey Drawwiin g>No.---1-of-1 Construction: ( ) Combustible (X) Non -Combustible Cep Ji_l ng Heigh Occupancy - Office l S Y S T E M D E S I G N X) NFPA 13 (X) Lt. Haz. NFPA 231 (-)-NFPA'231 Other Specific Ruling i",H z.Gp. ( ) 1 ( 2-() 3''( ) Ex.Haz. Figure- Curve Made By Date Area of Sprinkler Operation - Entire Density - .10 Area Per Sprinkler - 225 Elevation at Highest Outlet - 10 Hose Allowance - Inside - 0 Rack Sprinkler Allowance - 0 Hose Allowance - Outside - 100 System Type X) Wet Dry Deluge Preaction Other Sprinkler/Nozzle Make Globe Model GLQR Size 1/2" K-Factor 5.6 Temp.Rat.155 Note Calculation Flow Required - 226 Press Required - 53 At Test Summary C-Factor Used: 120 Overhead 150 Underground W A T E R S U P P L Y C 0 M M S R T A 0 C R K A G E Water Flow Test: Pump Data: Tank or Reservoir: Date of Test - 2-8-02 Cap. - Time of Test - 8:00 a.m. Rated Cap.- Elev.- Static Press - 60 psi @ Press - Residual Press - 50 psi Elev. - Well Flow - 1100 gpm Proof Flow Elevation - 0 Location - Coastline Road in front of site Source of Information - Delta Fire Protection Engineering Commodity Class Location Storage Ht. Area Aisle W. Storage Method: Solid Piled % Palletized % Rack Single Row ( ) Conven. Pallet ( ) Auto. Storage ( ) Encap. Double Row ( ) Slave Pallet ( ) Solid Shelf ( ) Non Mult. Row ( ) Open Shelf Flue Spacing Clearance:Storage to Ceiling Longitudinal Transverse Horizontal Barriers Provided: Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION BREWER #5 Page 3 Date City Water Supply: Pump Data: Cl-Static Pressure: 60 PSI C2-Residual Pressure: 50 PSI C2-Residual Flow: 1100 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) Computer Proqrams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 D1-Elevation: 4.331 PSI D2-System Flow:126.69 GPM D2-System Pressure: 53.288 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):100 GPM D3-System Demand:226.69 GPM Safety Margin: 6.174 PSI 1 D C2 1 DELTA FIRE PROTECTION Page 4 BREWER #5 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N O P 4 R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 DELTA FIRE PROTECTION Page 5 BREWER #5 Date Unadjusted 1/2 Fittings 3/4 Table 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 10 12 c 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 O 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 s 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 v 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 c 1 1 1 1 1 1 1 1 1 1 D 47 E 12 14 18 22 27 35 40 45 50 61 F 5 7 9 11 13 17 19 21 24 28 G 2 3 4 5 6 7 8 10 11 13 H 4.5 5 6.5 8.5 10 18 20 23 25 30 I 8.5 10 13 17 20 23 25 33 36 40 J 21 25 33 41 50 65 78 88 98 120 K 36 55 45 L 8 9 13 16 18 24 27 30 34 40 M 10 12 16 19 22 N O P Q 33 R s 27 32 45 55 65 76 87 98 109 130 T 25 30 35 50 60 71 81 91 101 121 U 4.2 5.0 5.0 v 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 35 40 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION Page 6 BREWER 5 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 9 10 5.6 16.14 na 22.5 1 225 7 10 10 5.6 18.25 na 23.92 1 225 7 11 10 5.6 16.59 na 22.81 1 225 7 B1 10 18.75 na 12 10 5.6 24.78 na 27.88 1 225 7 52 10 32.51 na 13 10 5.6 27.91 na 29.58 1 225 7 B3 10 34.58 na M13 10 40.16 na M14 10 40.38 na M15 10 42.66 na TASR 10 42.81 na BASR 0 47.3 na TEST 0 53.29 na 100 The maximum velocity is 14.85 and it occurs in the pipe between nodes B1 and B2 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION Page 7 BREWER 5 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 9 22.50 1.049 13.000 16.143 K Factor = 5.6 to 120 10 22.50 0.1618 13.000 2.104 Vel = 8.353 10 23.92 1.38 3.080 18.247 K Factor = 5.6 to 120 B1 46.42 0.1623 3.080 0.500 Vel = 9.957 46.42 18.747 K Factor = 10.72 11 22.81 1.049 1T 5.000 8.000 16.590 K Factor = 5.6 to 120 5.000 B1 22.81 0.1660 13.000 2.158 Vel = 8.468 B1 46.42 1.38 40.420 18.747 to 120 B2 69.23 0.3404 40.420 13.759 Vel = 14.850 69.23 32.506 K Factor = 12.14 12 27.88 1.049 13.000 24.782 K Factor = 5.6 to 120 13 27.88 0.2406 13.000 3.128 Vel = 10.350 27.88 27.910 K Factor = 5.28 B2 69.23 1.61 1T 8.000 41.000 32.506 to 120 8.000 M14 69.23 0.1607 49.000 7.873 Vel = 10.910 69.23 40.379 K Factor = 10.89 13 57.46 1.38 27.670 27.910 K Factor = 5.6 to 120 B3 57.46 0.2411 27.670 6.672 Vel = 12.325 B3 1.61 1T 8.000 41.000 34.582 to 120 8.000 M13 57.46 0.1138 49.000 5.577 Vel = 9.055 M13 2.157 8.000 40.160 to 120 M14 57.46 0.0274 8.000 0.219 Vel = 5.045 M14 69.23 2.157 1T 12.307 7.000 40.379 to 120 12.307 M15 126.69 0.1182 19.307 2.283 Vel = 11.123 M15 4.26 2E 13.167 7.000 42.663 to 120 26.334 TASK 126.69 0.0043 33.334 0.143 Vel = 2.852 TASR 4.26 1Z 13.167 10.000 42.806 to 120 1B 15.800 28.967 4.331 BASR 126.69 0.0043 38.967 0.168 Vel = 2.852 BASR 4.07 41, 9.559 165.000 47.305 to 150 1F 6.373 111.520 5.000 Fixed loss = 5 TEST 126.69 0.0036 2T 31.864 276.520 0.983 Vel = 3.124 1G 3.186 Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 DELTA FIRE PROTECTION Page 8 BREWER 5 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 100.00 Qa = 100.00 226.69 53.288 K Factor = 31.05 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Fire Protection by Computer Design DELTA FIRE PROTECTION ENGINEERING Ill TECH DRIVE SANFORD FLORIDA 32771 407-328-3000 Job Name BREWER #5 Building Office & Warehouse Location Warehouse System 1 Wet Sys. Contract C0155 Data File C0155.WX1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE BREWER #5 PROTECTION Page 2 Date Hydraulic Design Information Sheet Name - Brewer Office and Warehouse #5 Date - 2-9-02 Location - Warehouse Building - Office & Warehouse System No. - 1 Wet Sys. Contractor Delta Fire Sprinklers Inc. Contract No. - C0155 Calculated By - Kevin Humphrey Drawing No. - 1 of 1 Construction: ( ) Combustible (X) Non -Combustible Ceiling Height 20'-0 Occupancy Warehouse S (X) NFPA 13 ( ) Lt. Haz. Ord.Haz.Gp. 1 (X) 2 ( 3 ( ) Ex.Haz. Y ( ) NFPA 231 ( ) NFPA 231C Figure Curve S Other T Specific Ruling Made By Date E r M Area of Sprinkler Operation - 1500 System Type Sprinkler/Nozzle Density - 20 X) Wet Make Star D Area Per Sprinkler - 256 Dry Model S190 ECOH E Elevation at Highest Outlet - 20 Deluge Size 3/4" S Hose Allowance - Inside - 0 Preaction K-Factor 14.0 I Rack Sprinkler Allowance - 0 Other Temp.Rat.200 G Hose Allowance - Outside - 250 N Note Calculation Flow Required - 664 Press Required - 53 At Test Summary C-Factor Used: 120 Overhead 150 Underground W Water Flow Test: Pump Data: Tank or Reservoir: A Date of Test - 2-8-02 Cap. - T Time of Test - 8:00 a.m. Rated Cap.- Elev.- E Static Press - 60 psi @ Press - R Residual Press - 50 psi Elev. - Well Flow - 1100 gpm Proof Flow S Elevation - 0 U P Location - Coastline Road in front of site P L Source of Information Delta Fire Protection Engineering Y C Commodity Class Location 0 Storage Ht. Area Aisle W. M Storage Method: Solid Piled % Palletized M Single Row ( Conven. Pallet ( ) Auto. Storage S R ( ) Double Row ( Slave Pallet ( ) Solid Shelf T A ( ) Mult. Row Open Shelf Rack Encap. Non O C R K Flue Spacing Clearance:Storage to Ceiling A Longitudinal Transverse G n___ A. -.A. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION Page 3 BREWER #5 Date City Water Supply: Pump Data: Cl-Static Pressure: 60 PSI C2-Residual Pressure: 50 PSI C2-Residual Flow: 1100 GPM 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 R 60 E 50 40 30 20 10 200 400 600 800 1000 1200 1400 1600 1800 FLOW ( N 1.85 ) Computer Proarams by Hvdratec Inc. Route 111 Windham N.H. USA 03087 D1-Elevation: 8.662 PSI D2-System F1ow:419.25 GPM D2-System Pressure: 53.275 PSI Hose ( Adj City ):0 GPM Hose ( Demand ):250 GPM D3-System Demand:669.25 GPM Safety Margin: 2.791 PSI 1 C2 DELTA FIRE PROTECTION Page 4 BREWER #5 Date Fitting Legend Abbrev. Name A B C D E F G H I J K L M N 0 P 4 R S T U V W X Y Z Generic Alarm Va Generic Butterfly Valve Roll Groove Coupling Dry Pipe Valve 90' Standard Elbow 45' Elbow Gate Valve 45' Grvd-Vic Elbow 90' Grvd-Vic Elbow 90' Grvd-Vic Tee Detector Check Valve Long Turn Elbow Medium Turn Elbow PVC Standard Elbow PVC Tee Branch PVC 45' Elbow Flow Control Valve PVC Coupling/Run Tee Swing Check Valve 90' Flow thru Tee 45' Firelock Elbow 90' Firelock Elbow Wafer Check Valve 90' Firelock Tee Mechanical Tee Flow Switch Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION BREWER #5 Page 5 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 10 12 c 1 1 1 1 1 1 1 1 1 1 D 9.5 17 28 E 2 2 2 3 4 5 6 7 8 10 F 1 1 1 1 2 2 3 3 3 4 G 1 1 1 1 2 H 1 1.5 2 2 3 3 3.5 3.5 I 2 3 4 3.5 6 5.0 8 7 J 4.5 6 8 8.5 10.8 13 17 16 K 14 14 L 1 1 2 2 2 3 4 5 5 6 M 2 2 3 3 4 5 6 6 8 N 7 7 7 8 9 11 12 13 O 3 3 5 6 8 10 12 15 P 1 1 1 2 2 2 3 4 Q 18 29 35 R 1 1 1 1 1 1 2 2 s 4 5 5 7 9 11 14 16 19 22 T 3 4 5 6 8 10 12 15 17 20 U 1.8 2.2 2.6 3.4 V 3.5 4.3 5 6.8 W 10.3 X 8.5 10.8 13 16 Y 2.0 4.0 5.0 6.0 8.0 10.5 12.5 15.5 22 Z 2 2 2 3 4 5 6 7 8 10 5 6 8 10 12 14 16 18 20 24 A 17 27 29 B 9 10 12 19 21 c 1 1 1 1 1 D 47 E 12 14 18 22 27 F 5 7 9 11 13 G 2 3 4 5 6 H 4.5 5 6.5 8.5 10 I 8.5 10 13 17 20 J 21 25 33 41 50 K 36 55 45 L 8 9 13 16 18 M 10 12 16 19 22 N O P Q 33 R S 27 32 45 55 65 T 25 30 35 50 60 U 4.2 5.0 5.0 v 8.5 10 13 W 13.1 31.8 35.8 27.4 X 21 25 33 Y Z 12 14 18 22 27 1 1 1 1 1 35 40 45 50 61 17 19 21 24 28 7 8 10 11 13 18 20 23 25 30 23 25 33 36 40 65 78 88 98 120 24 27 30 34 40 76 87 71 81 35 40 98 109 130 91 101 121 45 50 61 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION RRF.WF.R 45 Page 6 Date Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Added Req. Req. 1 20 14 13.71 na 51.84 1 1 13.4 2 20 14 13.4 na 51.25 1 1 13.4 3 20 14 13.74 na 51.9 1 1 13.4 4 20 14 13.43 na 51.31 1 1 13.4 5 20 14 13.83 na 52.06 1 1 13.4 6 20 14 13.52 na 51.48 1 1 13.4 7 20 14 14.05 na 52.49 1 1 13.4 8 20 14 13.76 na 51.93 1 1 13.4 1 20 13.71 na 3 20 13.74 na 5 20 13.83 na 7 20 14.05 na R5 20 24.69 na R6 20 25.13 na R1 20 23.04 na R2 20 23.07 na R3 20 23.15 na R4 20 23.36 na R5 20 24.69 na R6 20 25.13 na R7 20 14.04 na R8 20 14.08 na R9 20 14.18 na R10 20 14.46 na R11 20 16.3 na R12 20 16.48 na M1 20 25.18 na M2 20 25.21 na M3 20 25.29 na M4 20 25.49 na M5 20 25.78 na M6 20 26.25 na M15 20 28.03 na M7 20 14.34 na M8 20 14.38 na M9 20 14.49 na M10 20 14.79 na M11 20 15.21 na TASR 20 29.32 na BASR 0 39.48 na TEST 0 53.28 na 250 The maximum velocity is 12.09 and it occurs in the pipe between nodes R1 and M1 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION Page 7 BREWER 5 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 1 24.89 1.682 16.000 13.713 K Factor = 14.0 to 120 2 24.89 0.0196 16.000 0.313 Vel = -3.594 2 51.25 1.682 1T 9.900 19.500 13.400 K Factor = 14.0 to 120 9.900 R7 26.36 0.0218 29.400 0.640 Vel = 3.806 26.36 14.040 K Factor = 7.03 3 24.82 1.682 16.000 13.743 K Factor = 14.0 to 120 4 24.82 0.0194 16.000 0.311 Vel = -3.584 4 51.30 1.682 1T 9.900 19.500 13.431 K Factor = 14.0 to 120 9.900 R8 26.48 0.0219 29.400 0.645 Vel = 3.823 26.48 14.076 K Factor = 7.06 5 24.64 1.682 16.000 13.828 K Factor = 14.0 to 120 6 24.64 0.0192 16.000 0.307 Vel = -3.558 6 51.48 1.682 1T 9.900 19.500 13.520 K Factor = 14.0 to 120 9.900 R9 26.84 0.0225 29.400 0.661 Vel = 3.875 26.84 14.181 K Factor = 7.13 7 24.14 1.682 16.000 14.055 K Factor = 14.0 to 120 8 24.14 0.0185 16.000 0.296 Vel = -3.486 8 51.93 1.682 1T 9.900 19.500 13.759 K Factor = 14.0 to 120 9.900 R10 27.79 0.0240 29.400 0.705 Vel = 4.013 27.79 14.464 K Factor = 7.31 1 76.73 1.682 1T 9.900 49.500 13.713 to 120 9.900 R1 76.73 0.1571 59.400 9.329 Vel = 11.079 76.73 23.042 K Factor = 15.98 3 76.72 1.682 1T 9.900 49.500 13.743 to 120 9.900 R2 76.72 0.1570 59.400 9.327 Vel = 11.078 76.72 23.070 K Factor = 15.97 5 76.70 1.682 1T 9.900 49.500 13.828 to 120 9.900 R3 76.70 0.1570 59.400 9.323 Vel = 11.075 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 DELTA FIRE PROTECTION Page 8 BREWER 5 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 76.70 23.151 K Factor = 15.94 7 76.63 1.682 1T 9.900 49.500 14.055 to 120 9.900 R4 76.63 0.1567 59.400 9.307 Vel = 11.065 76.63 23.362 K Factor = 15.85 R5 53.29 1.682 2T 9.900 85.000 24.686 to 120 19.799 R11 53.29 0.0800 104.799 8.386 Vel = -7.695 53.29 16.300 K Factor = -13.20 R6 54.18 1.682 2T 9.900 85.000 25.127 to 120 19.799 R12 54.18 0.0825 104.799 8.646 Vel = -7.823 54.18 16.481 K Factor = -13.35 R1 76.73 1.61 1T 8.000 3.000 23.043 to 120 8.000 M1 76.73 0.1944 11.000 2.138 Vel = 12.092 76.73 25.181 K Factor = 15.29 R2 76.72 1.61 1T 8.000 3.000 23.070 to 120 8.000 M2 76.72 0.1943 11.000 2.137 Vel = 12.091 76.72 25.207 K Factor = 15.28 R3 76.70 1.61 1T 8.000 3.000 23.150 to 120 8.000 M3 76.70 0.1942 11.000 2.136 Vel = 12.087 76.70 25.286 K Factor = 15.25 R4 76.63 1.61 1T 8.000 3.000 23.361 to 120 8.000 M4 76.63 0.1939 11.000 2.133 Vel = 12.076 76.63 25.494 K Factor = 15.18 R5 53.29 1.61 1T 8.000 3.000 24.686 to 120 8.000 M5 53.29 0.0990 11.000 1.089 Vel = 8.398 53.29 25.775 K Factor = 10.50 R6 54.18 1.61 1T 8.000 3.000 25.127 to 120 8.000 M6 54.18 0.1021 11.000 1.123 Vel = 8.538 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 pELTA FIRE PROTECTION Page 9 BREWER 5 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 54.18 26.250 K Factor = 10.57 R7 26.36 1.61 1T 8.000 3.000 14.040 to 120 8.000 M7 26.36 0.0269 11.000 0.296 Vel = 4.154 26.36 14.336 K Factor = 6.96 R8 26.48 1.61 1T 8.000 3.000 14.076 to 120 8.000 M8 26.48 0.0272 11.000 0.299 Vel = 4.173 26.48 14.375 K Factor = 6.98 R9 26.84 1.61 1T 8.000 3.000 14.182 to 120 8.000 M9 26.84 0.0278 11.000 0.306 Vel = 4.230 26.84 14.488 K Factor = 7.05 R10 27.79 1.61 1T 8.000 3.000 14.464 to 120 8.000 M10 27.79 0.0297 11.000 0.327 Vel = 4.380 27.79 19.791 K Factor = 7.23 R11 53.29 1.61 1T 8.000 3.000 16.300 to 120 8.000 M11 53.29 0.0990 11.000 1.089 Vel = -8.398 53.29 15.211 K Factor = -13.66 R12 54.18 1.61 1T 8.000 3.000 16.482 to 120 8.000 M12 54.18 0.1021 11.000 1.123 Vel = -8.538 54.18 15.359 K Factor = -13.82 M1 76.73 4.26 16.000 25.181 to 120 M2 76.73 0.0017 16.000 0.027 Vel = 1.727 M2 76.72 4.26 12.750 25.208 to 120 M3 153.45 0.0061 12.750 0.078 Vel = 3.454 M3 76.70 4.26 16.000 25.286 to 120 M4 230.15 0.0130 16.000 0.208 Vel = 5.181 M4 76.63 4.26 12.750 25.494 to 120 M5 306.78 0.0221 12.750 0.282 Vel = 6.906 M5 53.29 4.26 16.000 25.775 to 120 M6 360.07 0.0297 16.000 0.475 Vel = 8.105 Computer Programs by Hydratec Inc. Route Ill Windham N.H. USA 03087 1DELTA FIRE PROTECTION RRRWRR $S Page 10 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 M6 54.18 4.26 2E 13.167 20.000 26.250 to 120 26.334 M15 414.25 0.0385 46.334 1.783 Vel = 9.325 M15 4.26 2E 13.167 7.000 28.034 to 120 26.334 TASR 414.25 0.0385 33.334 1.283 Vel = 9.325 414.25 29.317 K Factor = 76.51 M7 26.36 2.635 16.000 14.336 to 120 M8 26.36 0.0024 16.000 0.039 Vel = 1.551 M8 26.48 2.635 12.750 14.375 to 120 M9 52.84 0.0089 12.750 0.113 Vel = 3.109 M9 26.84 2.635 16.000 14.488 to 120 M10 79.68 0.0189 16.000 0.303 Vel = 4.688 M10 27.79 2.635 12.750 14.791 to 120 M11 107.47 0.0329 12.750 0.420 Vel = 6.323 M11 53.29 2.635 16.000 15.210 to 120 M12 54.18 0.0093 16.000 0.148 Vel = 3.188 54.18 15.358 K Factor = 13.83 TASR 414.25 4.26 1Z 13.167 10.000 29.317 to 120 1B 15.800 28.967 8.662 BASR 414.25 0.0385 38.967 1.500 Vel = 9.325 BASR 4.07 91, 9.559 165.000 39.479 to 150 1F 6.373 111.520 5.000 Fixed loss = 5 TEST 414.25 0.0318 2T 31.864 276.520 8.796 Vel = 10.216 1G 3.186 250.00 Qa = 250.00 664.25 53.275 K Factor = 91.01 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087