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HomeMy WebLinkAbout2020 McCracken Rd 01-1567 com new bldg pav/utl bldgPERMIT ADDRESS CONTRACTOR G-LO) "d I:\Ke.i= PHONE NUMBER PROPERTY O WNER ADDRESS G C2, i.. - C ,32 -7--7 1 PHONE NUMBER ELECTRICAL CONTRACTOR SUBDIVISION PERMIT # DATE z �"cv PERMIT DESCRIPTION df�i l i b(�) PERMIT VALUATION Sf SQUARE FOOTAGEfj e, 0)--h Ll MECHANICAL CONTRACTOR 0 PLUMBING CONTRACTOR d y MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE 13 CITY OF SANFORD ELECTRICAL PERMIT APPL CATION Permit Number:, Date: The undersigned hereby applies for a permit to install the following electrical: Owner's Name: LL,, ( P. W rr`► 5�. kt Address of Job: Electrical Contractor: ,4t7) �3 z, C Residential: Non -Residential: Lt .f` v �- Number Amount Addition, Alteration, Repair (Residential & Non -Residential) ► New Residential: AMP Service New Commercial: AMP Service Change of Service: From AMP Service to AMP Service Manufactured Building Other: Description of Work: ► ►,. Application Fee: $10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanfo d Electrical Code. �� � .3 , & Applicant's Si, nature f 11 ► �s State License Number CITY OF SANFORD BUILDING DIVISION OWNER/BUII.DER AFFIDAVIT ELECTRICAL & FIRE ALARM SYSTEMS An owner of property making application for permit, supervising, and doing the work in connection with the construction, maintenance, repair, and alteration of and addition to a single-family or duplex residence for his or her own use and occupancy and not intended for sale or an owner of property when acting as his or her own electrical contractor and providing all material supervision himself or herself, when building or improving a farm outbuilding or a single-family or duplex residence on such property for the occupancy or use of such owner and not offered for sale or lease, or building or improving a commercial building with aggregate construction costs of under $25,000 on such property for the occupancy or use of such owner and not offered for sale or lease. In an action brought under this subsection, proof of the sale or lease, or offering for sale or Ease, of more than one such structure by the owner -builder within I year after completion of same is prima facie evidence that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by such owner and who acts in the capacity of a contractor. For the purpose of this subsection, the term "owner of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner shall personally appear and sign the building permit application. State law requires electrical contracting to be done by licensed electrical contractors. You have applied for a permit under an exemption to that law. The exemption allows you, as the owner of your property, to act as your own electrical contractor even though you do not have a license. You may install electrical wiring for a farm outbuilding or a single-family or duplex residence. You may install electrical wiring in a commercial building the aggregate construction costs of which are under $25,000. The home or building must be for your own use and occupancy. It may not be built for sale or lease. If you sell or lease more than one building you have wired yourself within 1 year after the construction is complete, the law will presume that you built it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person as your electrical contractor. Your construction shall be done according to building codes and zoning regulations. It is your responsibility to make sure that people employed by you have licenses required by state law and by county or municipal licensing ordinances. sr 7�' /' A4 _ do hereby state that I am qualified and capable of performing the requested construction involved olved with the permit application filed. I will assume fii11 responsibility as an Owncr/Builder Contractor, and will personally supervise all work allowed by law on the permitted stricture. Owner/Builder Signature f Date Print Owner/Builder Name 1' ignature 6k Note . -State of Floridfi 6ate Owner is ✓ Personally Known to Me or has Produced ID 7h My Canmhalon OC93MIS EV4r" May 21, 2004 CERIIFIEU CON ( CLERK OF NOTICE OF C011�IlVIENCEMENT NE MORSE CLERK OF CIRCUIT COURT Permit No. Tax Folio No. BMJNQ F cn 1NTY. F1 OIUDA State of Florida r—r County of Seminole - raevmtfiL RdK that ' rovement will made to certain realproperty,and in accZ� The undersigned hereby glues noticeunp be Chapter 713, Florida Statutes, the following information is provided in this Notice of Commencement. 1. Description of property: (legal description qf the property and street address if available) C04 - / 9 -So - .5*49 • 9410- 66 0 Q oco G / v N ..flow lop,, 0. ri . s 2. General descri tion of i pro ement: b e r-R ✓ l .- b� N b.� 3. Owner information a. Name and address �v CJ r �/¢�•� }. O O /a- 0 b. Interest in property ? C. Name and address of fee simple titleholder (if other than Owner) m 4. Contractor C� Q a. Name and address v D a b. Phone number - a - c/oFax number Vo 7 - .'SAP c5a Surety3' 0 T a. Name and address Lq? V) b. Phone number Fax number �l c. Amount of bond �' N r`'rn 6. Lender a. Name and address b. Phone number Fax number S 7. Persons within the State of Florida designated by Owner upon whom notices or other documents may be served as provided by Section 713.13 1)(a)T, F n a tatutes y a. Name and address roa% /� 0A1J /• �• Ln CD '�'' Y 3 _ b. Phone number O 7 - .7 • Fax number -e dCD 5"0 8. In addition to himself or herself, Owner designates ! of car', to receive a copy of the Lienor's Notice as provided in Section R o s 713.13(1)(b), Florida Statutes. m u a. Phone number Fax number 9. Expiration date of notice of commencement (the expiration date is 1 year from the date of recordinA unless ffEtent -Y, date is specified) L �Siap�turepf l „� ' I Au. L F� W r� Swo o (orrffi m d) and sub cribed before me this `-t day of 20 Q , b 1 cnCDo -n z Personally Known OR Produced Identification _ 3—" Type of Identification Produced FL �rS L Q (VQ ' SS - Ql4 - � o y 1-- r- ", Mary L. Muse c� m Commiedon # 00 831644 CD -p O Signs ure of2pires: tary Publi , State of Florida ; [cffi, = Ea2003 plBon Aug. CD MC) Commission 'vAtlantic Bonding Co., im MCn DATE: CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 PERMIT #: BUSINESS NAME / PROJECT: C"L t-"11a- ( rn f'l is d 1= ADDRESS: Z c .z c 1,+t ` e /t,9 cte, i— � r? — PHONE NO.: L/o 7- 3 L V- C) L t FAX NO.: CONST. INSP. [ 1 C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW K11" F. A. [ ] F.S. [ ] HOOD [ J PAINT BOOTH [ J BURN PERMIT [ ] TENT PERMIT [ 1 TANK PERMIT [ ] OTHER [ ] TOTAL FEES: $ 2 >S-,�;� (PER UNIT SEE BELOW) COMMENTS: �4 d'� .5 it' r�S �'� I� v ++z +.� �5 ,y ii w r 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12, 13. 14. 15. 16. 17. 18. 19. 20. Address / Bldg. # / Unit # Square Footage Fees per Bldg, / Unit 2 a Z C lr+ C e & A- r < /i A I 12- c--C 2 ' "!�*— Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, Fl. 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 codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division Applicant's Sign re JOANN JOHNSON - Re: 2020 McCracken Rd./Calvary Temple of Praise Page 11 From: PAUL MOORE To: BOB BOTT; BOB WALTER; JOANN JOHNSON; PETE TUCKER; ROBERT BEALL; RUSSELL GIBSON Date: 4/25/01 2:44PM Subject: Re: 2020 Mc Cracken Rd./Calvary Temple of Praise Bob/Joann - As long as the buildings are not installing plumbing fixtures I am fine with their proposal. Paul >>> BOB WALTER 04/25/01 08:26AM >>> This picnic pavilion and storage building do not have site plan approval. Please contact Russ Gibson to see what site plan approvals are needed. The Engineeing Department has no objection for the construction of these buildings due to the pavilion is being built on existing slab, currently impervious, and the storage building is minimal impervious and there was some allowance for additional buildingstmpervious in the original stormwater calculations. This allowable impervious will be reevaluated when the future buuildings are permitted. - Bob >>> JOANN JOHNSON 04/06/2001 9:54:18 AM >>> I have received architectural plans for a pavilion and storage building for the above referenced address. They are here for review if you need to see them. I'd also like verification that the church has site plan approval for these buildings. Thanks, Jo -Ann Seminole County Property Appraiser Database Information Pagel of 2 SEMINC-AE CO(l'v1 Y' r Assessed values shown are NOT certified values and therefore are subject to change before being finalized for ad valorem tax purposes. I Parcel Id II26-19-30-5 AE-9400-0000 II District II Tax S 1-SANFORD II CHURCH CALVARY 40-VAC INDUSTRIAL Owner TEMPLE OF Dor GENER Own/Addr UPRAISE INC Address 112020 MC CRACKEN RD "ity,State,ZipCode SANFORD FL 32771 Property Address 112020 MC CRACKEN RD Exemptions () 36-CHURCH/RELIGIOUS VALUE SUMMARY Value Method Market Number of Buildings 0 Depreciated Bldg Value $0 Depreciated EXFT Value $648 Land Value (Market) $145,573 Land Value Ag $0 Just,`il.irl.et V<iliat° $146,221 Assessed Value (SOH) $146,221 IFExempt Value $146,221 Taxable Value $0 http://ntweb.scpafl.org:8080/owa/... /seminole_county_title?PARCEL=2619305AE9400000 04/06/2001 Seminole County Property Appraiser Database Information Page 2 of 2 SALES INFORMATION Deed ] Date Book Page Amount Vac/Imp QUIT CLAIM DEED F1994EE 1842 $120,000 Vacant hitid Coniparabie Sales Nvithirt thrb Subdivisi(m LEGAL DESCRIPTION THAT PT OF BLK 94 S OF R/R R/W (LESS S 50 FT FOR RD) M M SMITHS SUBD PB I PG 55 LAND INFORMATION Land Assess Method I Frontage Depth Land Units Unit Price Land Value SQUARE FEET7][:::E[ 01 207,961 11 .7011 $145,573 11 EXTRA FEATURE INFORMATION Description Year Bit Units EXFT Value Est. Cost New 6- CHAIN LINK FENCE ILL9�-[:Ej $648 C $1,620 [ ti Seareli ] [ Find Comparable Sales within dill Subdivisloti ] lw>?,i1»ls�y��t http-//ntweb.scpafl.org:8080/owa/... /seminole_county_title?PARCEL=2619305AE9400000 04/06/2001 Division of Corporations Pagel of 2 Florida Non Profit CALVARY TEMPLE OF PRAISE, INC. PRINCIPAL ADDRESS 2020 MCCRACKEN RD SANFORD FL 32771 US Changed 04/10/2000 MAILING ADDRESS 2020 MCCRACKEN RD SANFORD FL 32771 US Changed 04/10/2000 Document Number FEl Number N41710 593048759 State Status FL ACTIVE Last Event Event Date Filed NAME CHANGE 06/17/1996 AMENDMENT Registered Agent Name & Address SINMIONS. CLAYTON I) 200 W. FIRST s'rREE'r surrE 22 SANFORD FI, 32771 Name Changed: 03'0511991 Addruss(hangxl:0 3cl)5i1991 Officer/Director Detail Date Filed 01/17/1991 Effective Date NONE Event Effective Date NONE Name & Address Title WRIGM', PAUL P 1001 ARRINGrON CIRCLE FD Ov1EDO FI. 32765 ... /cordet.exe?a 1=DETFIL&n1=N4l 7l 0&n2=NAMFWD&n3=0001 &n4=N&rl=&r2=&r3=&04/06/2001 Division of Corporations Page 2 of 2 WRIGHT. ALBF.RTA 1001 Ai2RINGrON CIRCLE 1) OVIEDO 1-1 32765 PE'I'ERSON, ROBERT 131 SCoTT DRIVIi D SANFORD FL 32771 HAYES, VIRGIL RO. BOX 334 D SANFORD IT 327724)334 SNELL, RICHARD 1004 W. FOUR'm STREET' D SANTORD FL 32771 Annual Reports Report Year Filed Date Intangible Tax 19< 9 04;2 3 1999 �— 2000 04.10'2000 ,�— �200111 03'29,2001 IF - View f- vents View Name 1 list l-N, - - N)eW Doculnent hiiatge(s) — THIS IS NOT OFFICIAL RECORD; SEE DOCUMENTS IF QUESTION OR CONFLICT /cordet.exe9a l=DETFIL&n1=N41710&n2=NAMFWD&n3=0001&n4=N&rl=&r2=&r3=&04/06/2001 CITY OF SANFORD BUILDING DIVISION OWNER/BUILDER AFFIDAVIT CONSTRUCTION CONTRACTING Owners of property when acting as their own contractor and providing direct, onsite supervision themselves of all work not performed by licensed contractors, when building or improving farm outbuildings or one -family or two-family residences on such property for the occupancy or use of such owners and not offered for sale or lease, or building or improving commercial buildings, at a cost not to exceed $25,000, on such property for the occupancy or use of such owners and not offered for sale or lease. In an action brought under this part, proof of sale or lease, or offering for sale or lease, of any such structure by the owner -builder within I year after completion of same creates a presumption that the construction was undertaken for purposes of sale or lease. This subsection does not exempt any person who is employed by or has a contract with such owner and who acts in the capacity of a contractor. The owner may not delegate the owner's responsibility to directly supervise all work to any other person unless that person is registered or certified under this part and the work being performed is within the scope of that person's license. For the purposes of this subsection, the term "owners of property" includes the owner of a mobile home situated on a leased lot. To qualify for exemption under this subsection, an owner must personally appear and sign the building permit application. State law requires construction to be done by licensed contractors. You have applied for a permit under an exemption to that law. The exemption allows _you, as the owner of your property, to act as your own contractor with certain restrictions even though you do not have a license. You must provide direct, onsite supervision of the construction yourself. You may build or improve a one -family or two-family residence or a farm outbuilding. You may also build or improve a commercial building. provided your costs do not exceed $25,000. The building or residence must be for your own use or occupanc\ . It may not be built or substantially improved for sale or lease. If you sell or lease a building you have built or substantially improved yourself within I year after the construction is complete. the law \vill presume that you built or substantially improved it for sale or lease, which is a violation of this exemption. You may not hire an unlicensed person to act as your contractor or to supervise people working on \our building. It is your responsibility to make sure that people employed b\ you have licenses required b\ state law and by count\, or municipal licensing ordinances. You may not delegate the responsibility for supervising work to a licensed contractor who is not licensed to perform the work being done. Any person working on your building who is not licensed must \\ork under your direct supervision and must be employed b\ you, which means that you must deduct F.I.C.A. and withholding tax and provide workers compensation for that employee.. all as prescribed by law. Your constriction must comply \yith all applicable laws. ordinances, building codes, and zoning regulations. I. Zo-4- %" Wt-i k 4- . do hereb\ state that I am qualified and capable of performing the requested construction involved \\ith the permit application filed. I \gill assume full responsibility as an Owner/Builder Contractor, and will personally supervise all \york allowed by law on the permitted structure. Owner/Builder Signatu Date �- �___ _ - Print Omier/Builder NanieJ gnature of Notary—S(*e FFlorida Date ?o'�,".:' e�� — JO ANN M. JOHNSON * MY COMMISSION # CC 921808 EXPIRES: March 23, 2004 ON\ncr is I.,rsonall� Kno��n to etc or has �11lorv1d Bonded Thru Budget Notary services � Produced [D r"L. 'C�C, CITY OF SO � PEIG �; 'M cy(� , Permit No.:/CJUL. Job Address: APPLICATION ff- Parcel No.: — ) C1 `3 0 — A e — C1 v 1)— (Attach Pr( Description of Work: Atw t1 1 E k/ bliN 1r a -e Type of Construction:./`A %�/ ,�j,+t► �+ ��o� Valuation of Work: $ g?;� 45M, ° ' Occupancy Type: Residential Number of Stories: f _ Number of Dwelling Units: Owner: Address: city: 9i A11Vry Phone No.: r% r J02 6 Contractor: Address: City: Phone No.: Contact Person: Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Address: Zoning s/ Date: el_ 6 " o1 of Ownership & Legal Description) //G 0411" l VAI Commercial Industrial Total Square Footage: State: /mil• Zip: b v?- ,// Fax No. 7o;1-3-?V-4 i?9 State: Zip: State License No.: Phone No.: Fax No.: _Y07-;3.z5 eyl�6 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 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 of Florida Lien Law, FS 713. Signature of Owner// ent Date TALL/- r;) Print Owner/Agent's Nam K_ Ito IN gnature of Nota tate of Florida Date i0 ANN M. JOHNSON * * MY COMMISSION # CC 921808 r EXPIRES: March 23, 2004 '' "rFOF f��P (icnded r!,ru Budge! Notary Servm Signature of Contractor/Agent Print Contractor/Agent's Name Date Signature of Notary -State of Florida Date 9K� 4.2(,. Zol> eerrAgen' /is Personally Known to Me or Contractor/Agent is Poduced ID fL-t)i. �c}Iy �► �` R0' �jC % Produced ID _ APPLICATION APPROVED BY: r Personally Known to Me or Date: Special Conditioner prt. IA,�111.61 c,c✓ CITY OF SANFORD PERMIT APPLICATION Permit No.: v 1 f( W5 Date: ' L A Job Address:_ c W In ,— N/ A-Z . Parcel No.: 07` - / 9 - 30 - �/_G - ?110f4 - 000 O (Attach Proof of Ownership & Legal Description) Description of Work: �it/5T7;-/�,4 7�'OAJ 9)-F 4 ' /."jAl /rAl G,—r Type of Construction: Valuation of Work: $ -75, 000. Number of Stories: Owner: Address:44070 0�o City: J JJ A r11 Number of G Flood Zone: Occupancy Type: Residential IoollCommercial Industrial g Units; Zoning: Total Square Footage: ell State: Phone No.: '/() 7 " 3rs?3- 014ce Fax No Contractor: D 141A(,C4 Of Zip: 3P? 771 Address: City: State: Zip: State License No.: Phone No.: "Fax No.: Contact Person: i'i�a ic//" Q S Phone No.: %�W,E Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: 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 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 tJ) 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. !6 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 I will notify the owner of the property of the requirements of Florida Lien Law, FS 713. Signature of O er/Ag t 1 Date Signature of Contractor/Agent Date �l Owner/Agent's Signature o otary-State of Florida Date `$;K Mary L. Muse Corruniasion # CC 851644 Expires Aug. 4, 2(Kl3 Bonded Thru Atlantic Bonding Co., Inc. Print Contractor/Agent's Name Signature of Notary -State of Florida Date Owner/Agent is Personally Known to Me or Contractor/Agent is Produced IDOL- Q tp, -- CPCIS' �-CL�L/-3 Produced ID APPLICATION APPROVED BY: Special Conditions: Personally Known to Me or Date:�� 1. c:!windows\TEMP\GW}00001.TMP Page 1 Mail Envelope Properties (3ACDCA8A.F77 : 6 : 63358) Subject: 2020 Mc Cracken Rd./Calvary Temple of Praise Creation Date: 4/6/01 9:54AM From: JOANN JOHNSON Created By: JOHNSONJ011.iici sanfordl fl u Recipients Action Date & Time ci. sanford. fl. us CITYPO.CITYDOM Delivered 04/06/01 09:54 AM BEALLR (ROBERT BEALL) f ,,..� Opened 04/06/01 11.30AM Deleted 04/09/01 09: 52AM ' • 7 S ' Emptied 04/ 11 /01 01: 01 AM BOTTB (BOB BOTT) Opened 04/09/01 12:27PM Deleted 04/ 10/01 12:30PM Emptied 04/ 10/01 12: 31 PM GIBSONR (RUSSELL GIBSON) Opened 04/06/01 10:02AM MOOREP (PAUL MOORE) Opened 04/06/01 01:47PM Replied 04/06/01 01:49PM TUCKERH (PETE TUCKER) Opened 04/09/01 07:42AM WALTERB (BOB WALTER) Opened 04/09/01 08:45AM Post Office Delivered Route CITYPO.CITYDOM 04/06/0109:54AM ci. sanford. fl. u s Files Size Date & Time MESSAGE 848 04/06/01 09:54AM Options Auto Delete: No Expiration Date: None Notify Recipients: Yes Priority: Standard Reply Requested: No Return Notification: None Concealed Subject: No Security: Standard To Be Delivered: Immediate Status Tracking: All Information r APR-03-2002 WED 01:07 PM BURKE BALES MILLS FAX N0, 4076299070 03/27/2002 17: R'1 4R / 04 17111.l Cl1l VARY II=MNt f ' U..►c�e.Rc,�y act 17: s IM' �0 / w •J - - ��JLfV:Ct �Or►. f'RV i � �10�►i =h�7�o�.�►q� L 4c 6 Key .00TvS S`T� Q150AAIN MCF��12o/24-O V,1P H A P4E 005Tb, 1- W1 M eTrIZ., 1 N NEH 3 R. c-NG1-o sU P.6 . V )Cook Awo �4) 1 �, ►SA (x a 10 GRo u wb IZo D GEu� Q �A N6i- Boac�b N 3 �00 A LOAD r tiZS �r W/ C4-) Z0 A.) i P GI RGt1 13p*A `.l C0NNwaGTjoQ T© TviE OVEm LE 3 U L L i sreD cc �5oA�.p UG Box Md Fp4 L- �4S• M A. i P. 02 PAGE d1 r pvc. .c 44 Q p� ►`3 JOANN JOHNSON - Re: 2020 McCracken Rd./Calvary Temple of Praise Page 1 From: BOB WALTER To: BOB BOTT, JOANN JOHNSON, PAUL MOORE, PETE TUCKER, ROBERT BEALL, RUSSELL GIBSON Date: 4/25/01 8:26AM Subject: Re: 2020 McCracken Rd./Calvary Temple of Praise This picnic pavilion and storage building do not have site plan approval. Please contact Russ Gibson to see what site plan approvals are needed. The Engineeing Department has no objection for the construction of these buildings due to the pavilion is being built on existing slab, currently impervious, and the storage building is minimal impervious and there was some allowance for additional buildingshmpervious in the original stormwater calculations. This allowable impervious will be reevaluated when the future buuildings are permitted. - Bob >>> JOANN JOHNSON 04/06/2001 9:54:18 AM >>> I have received architectural plans for a pavilion and storage building for the above referenced address. They are here for review if you need to see them. I'd also like verification that the church has site plan approval for these buildings. Thanks, Jo -Ann LU CK SAFETY 1ST FIRE SPRINKLERS 3066 8TH STREET NORTH ST. PETERSBURG, FLORIDA 33704 PH. (721) 896-0164 HYDRAULIC CALCULATIONS FOR UGLY DUCKLING CORP. McCRACKEN ROAD SANFORD, FLORIDA FILE NUMBER: 20056-¢ DATE: SIEP.24o, 2000 SOUTH GRID -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPLICATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED (including hose): FLOW AND PRESSURE (@ BOR): SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: ORDINARY HAZARD GROUP NO. 2 0.20 gpm/sq. ft. 1500 sq. ft. 0.20 sq. ft. 12 sprinklers 329.9 gpm 579.9 gpm 329.9 gpm @ 66.0 psi 1/2 inch RANDY REITZ FIRE MARSHAL & OWNER CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50050836 ) HRS SYSTEMS, INC. TUCKER, GA 30084 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE`. 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.0 75.0 1300.0 82.8 579.9 74.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 579.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 329.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 3.0 SOURCE 74.0 329.9 1 17.6 K= 5.60 23.3 27.1 2 18.0 K= 5.60 22.0 26.3 3 18.8 K= 5.60 21.6 26.0 4 18.4 K= 5.60 21.9 26.2 5 18.4 K= 5.60 23.3 27.0 6 17.6 K= 5.60 23.5 27.1 7 18.0 K= 5.60 22.1 26.4 8 18.8 K= 5.60 21.7 26.1 9 18.4 K= 5.60 22.0 26.3 10 18.4 K= 5.60 23.4 27.1 11 18.0 K= 5.60 33.2 32.3 12 18.8 K= 5.60 32.9 32.1 21 14.8 - - - - 37.9 - - - 22 16.3 - - - - 35.8 - - - 23 16.3 - - - - 35.8 - - - 24 14.8 - - - - 37.9 - - - 25 14.8 - - - - 38.1 - - - 26 16.3 - - - - 36.0 - - - 27 16.3 - - - - 36.0 - - - 28 14.8 - - - - 38.0 - - - 29 14.8 - - - - 38.7 - - - 30 16.3 - - - - 37.7 - - - 31 16.3 - - - - 37.6 - - - 32 14.8 - - - - 38.6 - - - 33 14.8 - - - - 39.6 - - - 34 16.3 - - - - 38.9 - - - 35 16.3 - - - - 38.9 - - - 36 14.8 - - - - 39.6 - - - 37 14.8 - - - - 40.5 - - - 38 16.3 - - - - 39.9 - - - 39 16.3 - - - - 39.9 - - - 40 14.8 - - - - 40.6 - - - 41 14.8 - - - - 41.5 - - - 42 16.3 - - - - 40.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID NODE ANALYSIS DATA (cont.) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 43 16.3 - - - - 40.9 - - - 44 14.8 - - - - 41.6 - - - 45 14.8 - - - - 41.8 - - - 46 16.3 - - - - 41.1 - - - 47 16.3 - - - - 41.3 - - - 48 14.8 - - - - 41.9 - - -- 49 14.8 - - - - 42.7 - - - 50 16.3 - - - - 42.0 - - - 51 16.3 - - - - 42.4 - - - 52 14.8 - - - - 43.0 - - - 53 14.8 - - - - 43.5 - - - 54 16.3 - - - - 42.9 - - - 55 16.3 - - - - 43.6 - - - 56 14.8 - - - - 44.2 - - - 57 14.8 - - - - 44.3 - - - 58 16.3 - - - - 43.7 - - - 59 16.3 - - - - 44.8 - - - 60 14.8 - - - - 45.5 - - - 61 14.8 - - - - 44.9 - - - 62 16.3 - - - - 44.4 - - - 63 16.3 - - - - 46.2 - - - 64 14.8 - - - - 46.9 - - - 65 14.8 - - - - 45.4 - - - 66 16.3 - - - - 44.9 - - - 67 16.3 - - - - 47.6 - - - 68 14.8 - - - - 48.3 - - - 69 14.8 - - - - 45.8 - - - 70 16.3 - - - - 45.3 - - - 71 16.3 - - - - 49.0 - - - 72 14.8 - - - - 50.0 - - - 73 14.8 - - - - 46.1 - - - 74 16.3 - - - - 45.6 - - - 75 16.3 - - - - 51.0 - - - 76 14.8 - - - - 51.9 - - - 77 14.8 - - - - 46.2 - - - 78 16.3 - - - - 45.8 - - - 79 16.3 - - - - 53.2 - - - 80 14.8 - - - - 54.1 - - - 81 14.8 - - - - 46.2 - - - 82 16.3 - - - - 46.0 - - - 83 16.3 - - - - 55.8 - - - 84 14.8 - - - - 56.8 - - - TOR1 14.8 - - - - 60.8 - - - BOR 1.0 - - - - 69.3 - - - BFO -3.0 - - - - 71.4 - - - BFI -3.0 - - - - 76.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATES 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 66.8 1.610 PL 1.54 PF 1.4 21 14.8 0.0 37.9 0.0 10.5 120 FTG T PE -0.6 22 16.3 0.0 35.8 0.0 0.150 TL 9.54 PV 0.7 Pipe: 2 66.8 1.380 PL 31.54 PF 11.9 22 16.3 0.0 35.8 0.0 14.3 120 FTG T PE -0.5 1 17.6 5.6 23.3 27.1 0.318 TL 37.54 PV 1.4 Pipe: 3 39.7 1.380 PL 9.25 PF 1.1 1 17.6 5.6 23.3 27.1 8.5 120 FTG ---- PE -0.2 2 18.0 5.6 22.0 26.3 0.122 TL 9.25 PV 0.5 Pipe: 4 13.4 1.380 PL 9.25 PF 0.2 2 18.0 5.6 22.0 26.3 2.9 120 FTG ---- PE -0.3 3 18.8 5.6 21.6 26.0 0.016 TL 9.25 PV 0.1 Pipe: 5 -12.6 1.380 PL 9.25 PF 0.2 3 18.8 5.6 21.6 26.0 2.7 120 FTG E PE 0.2 4 18.4 5.6 21.9 26.2 0.015 TL 12.25 PV 0.0 Pipe: 6 -38.8 1.380 PL 9.25 PF 1.4 4 18.4 5.6 21.9 26.2 8.3 120 FTG E PE 0.0 5 18.4 5.6 23.3 27.0 0.116 TL 12.25 PV 0.5 Pipe: 7 -65.8 1.380 PL 31.50 PF 11.6 5 18.4 5.6 23.3 27.0 14.1 120 FTG T PE 0.9 23 16.3 0.0 35.8 0.0 0.310 TL 37.50 PV 1.3 Pipe: 8 -65.8 1.610 PL 1.54 PF 1.4 23 16.3 0.0 35.8 0.0 10.4 120 FTG T PE 0.6 24 14.8 0.0 37.9 0.0 0.146 TL 9.54 PV 0.7 Pipe: 9 -65.8 2.635 PL 12.50 PF 0.2 24 14.8 0.0 37.9 0.0 3.9 120 FTG ---- PE 0.0 28 14.8 0.0 38.0 0.0 0.013 TL 12.50 PV 0.1 Pipe: 10 -66.8 2.635 PL 12.50 PF 0.2 21 14.8 0.0 37.9 0.0 3.9 120 FTG ---- PE 0.0 25 14.8 0.0 38.1 0.0 0.014 TL 12.50 PV 0.1 Pipe: 11 66.9 1.610 PL 1.54 PF 1.4 25 14.8 0.0 38.1 0.0 10.6 120 FTG T PE -0.6 26 16.3 0.0 36.0 0.0 0.151 TL 9.54 PV 0.7 Pipe: 12 66.9 1.380 PL 31.50 PF 12.0 26 16.3 0.0 36.0 0.0 14.4 120 FTG T PE -0.5 6 17.6 5.6 23.5 27.1 0.320 TL 37.50 PV 1.4 Pipe: 13 39.8 1.380 PL 9.25 PF 1.1 6 17.6 5.6 23.5 27.1 8.5 120 FTG ---- PE -0.2 7 18.0 5.6 22.1 26.4 0.122 TL 9.25 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE° 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. . END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 13.5 1.380 PL 9.25 PF 0.2 7 18.0 5.6 22.1 26.4 2.9 120 FTG ---- PE -0.3 8 18.8 5.6 21.7 26.1 0.016 TL 9.25 PV 0.1 Pipe: 15 -12.6 1.380 PL 9.25 PF 0.2 8 18.8 5.6 21.7 26.1 2.7 120 FTG E PE 0.2 9 18.4 5.6 22.0 26.3 0.015 TL 12.25 PV 0.0 Pipe: 16 -38.9 1.380 PL 9.25 PF 1.4 9 18.4 5.6 22.0 26.3 8.3 120 FTG E PE 0.0 10 18.4 5.6 23.4 27.1 0.117 TL 12.25 PV 0.5 Pipe: 17 -66.0 1.380 PL 31.50 PF 11.7 10 18.4 5.6 23.4 27.1 14.2 120 FTG T PE 0.9 27 16.3 0.0 36.0 0.0 0.311 TL 37.50 PV 1.3 Pipe: 18 -66.0 1.610 PL 1.54 PF 1.4 27 16.3 0.0 36.0 0.0 10.4 120 FTG T PE 0.6 28 14.8 0.0 38.0 0.0 0.147 TL 9.54 PV 0.7 Pipe: 19 -131.8 2.635 PL 12.50 PF 0.6 28 14.8 0.0 38.0 0.0 7.8 120 FTG ---- PE 0.0 32 14.8 0.0 38.6 0.0 0.048 TL 12.50 PV 0.4 Pipe: 20 -133.7 2.635 PL 12.50 PF 0.6 25 14.8 0.0 38.1 0.0 7.9 120 FTG ---- PE 0.0 29 14.8 0.0 38.7 0.0 0.049 TL 12.50 PV 0.4 Pipe: 21 29.2 1.610 PL 1.54 PF 0.3 29 14.8 0.0 38.7 0.0 4.6 120 FTG T PE -0.6 30 16.3 0.0 37.7 0.0 0.032 TL 9.54 PV 0.1 Pipe: 22 29.2 1.380 PL 49.74 PF 3.8 30 16.3 0.0 37.7 0.0 6.3 120 FTG T PE -0.7 11 18.0 5.6 33.2 32.3 0.069 TL 55.74 PV 0.3 Pipe: 23 -3.1 1.380 PL 9.25 PF 0.0 11 18.0 5.6 33.2 32.3 0.7 120 FTG ---- PE -0.3 12 18.8 5.6 32.9 32.1 0.001 TL 9.25 PV 0.0 Pipe: 24 -35.2 1.380 PL 31.50 PF 3.6 12 18.8 5.6 32.9 32.1 7.5 120 FTG T PE 1.0 31 16.3 0.0 37.6 0.0 0.097 TL 37.50 PV 0.4 Pipe: 25 -35.2 1.610 PL 1.54 PF 0.4 31 16.3 0.0 37.6 0.0 5.5 120 FTG T PE 0.6 32 14.8 0.0 38.6 0.0 0.046 TL 9.54 PV 0.2 Pipe: 26 -167.0 2.635 PL 12.50 PF 0.9 32 14.8 0.0 38.6 0.0 9.8 120 FTG ---- PE 0.0 36 14.8 0.0 39.6 0.0 0.074 TL 12.50 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -162.9 2.635 PL 12.50 PF 0.9 29 14.8 0.0 38.7 0.0 9.6 120 FTG ---- PE 0.0 33 14.8 0.0 39.6 0.0 0.071 TL 12.50 PV 0.6 Pipe: 28 0.7 1.610 PL 1.54 PF 0.0 33 14.8 0.0 39.6 0.0 0.1 120 FTG T PE -0.6 34 16.3 0.0 38.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 29 0.7 1.380 PL 100.00 PF 0.0 34 16.3 0.0 38.9 0.0 0.1 120 FTG 2T PE 0.0 35 16.3 0.0 38.9 0.0 0.000 TL 112.00 PV 0.0 Pipe: 30 0.7 1.610 PL 1.54 PF 0.0 35 16.3 0.0 38.9 0.0 0.1 120 FTG T PE 0.6 36 14.8 0.0 39.6 0.0 0.000 TL 9.54 PV 0.0 Pipe: 31 -166.3 2.635 PL 13.25 PF 1.0 36 14.8 0.0 39.6 0.0 9.8 120 FTG ---- PE 0.0 40 14.8 0.0 40.6 0.0 0.074 TL 13.25 PV 0.6 Pipe: 32 -163.6 2.635 PL 13.25 PF 0.9 33 14.8 0.0 39.6 0.0 9.6 120 FTG ---- PE 0.0 37 14.8 0.0 40.5 0.0 0.072 TL 13.25 PV 0.6 Pipe: 33 -1.2 1.610 PL 1.54 PF 0.0 37 14.8 0.0 40.5 0.0 0.2 120 FTG T PE -0.6 38 16.3 0.0 39.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 34 -1.2 1.380 PL 100.00 PF 0.0 38 16.3 0.0 39.9 0.0 0.2 120 FTG 2T PE 0.0 39 16.3 0.0 39.9 0.0 0.000 TL 112.00 PV 0.0 Pipe: 35 -1.2 1.610 PL 1.54 PF 0.0 39 16.3 0.0 39.9 0.0 0.2 120 FTG T PE 0.6 40 14.8 0.0 40.6 0.0 0.000 TL 9.54 PV 0.0 Pipe: 36 -167.5 2.635 PL 14.00 PF 1.0 40 14.8 0.0 40.6 0.0 9.9 120 FTG ---- PE 0.0 44 14.8 0.0 41.6 0.0 0.075 TL 14.00 PV 0.7 Pipe: 37 -162.4 2.635 PL 14.00 PF 1.0 37 14.8 0.0 40.5 0.0 9.6 120 FTG ---- PE 0.0 41 14.8 0.0 41.5 0.0 0.071 TL 14.00 PV 0.6 Pipe: 38 -2.4 1.610 PL 1.54 PF 0.0 41 14.8 0.0 41.5 0.0 0.4 120 FTG T PE -0.6 42 16.3 0.0 40.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 39 -2.4 1.380 PL 100.00 PF 0.1 42 16.3 0.0 40.9 0.0 0.5 120 FTG 2T PE 0.0 43 16.3 0.0 40.9 0.0 0.001 TL 112.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 -2.4 1.610 PL 1.54 PF 0.0 43 16.3 0.0 40.9 0.0 0.4 120 FTG T PE 0.6 44 14.8 0.0 41.6 0.0 0.000 TL 9.54 PV 0.0 Pipe: 41 -86.1 2.635 PL 14.00 PF 0.3 44 14.8 0.0 41.6 0.0 5.1 120 FTG ---- PE 0.0 48 14.8 0.0 41.9 0.0 0.022 TL 14.00 PV 0.2 Pipe: 42 -78.8 2.635 PL 14.00 PF 0.3 41 14.8 0.0 41.5 0.0 4.6 120 FTG ---- PE 0.0 45 14.8 0.0 41.8 0.0 0.019 TL 14.00 PV 0.1 Pipe: 43 -2.4 1.610 PL 1.54 PF 0.0 41 14.8 0.0 41.5 0.0 0.4 120 FTG T PE -0.6 42 16.3 0.0 40.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 44 -2.4 1.380 PL 100.00 PF 0.1 42 16.3 0.0 40.9 0.0 0.5 120 FTG 2T PE 0.0 43 16.3 0.0 40.9 0.0 0.001 TL 112.00 PV 0.0 Pipe: 45 -2.4 1.610 PL 1.54 PF 0.0 43 16.3 0.0 40.9 0.0 0.4 120 FTG T PE 0.6 44 14.8 0.0 41.6 0.0 0.000 TL 9.54 PV 0.0 Pipe: 46 -86.1 2.635 PL 14.00 PF 0.3 44 14.8 0.0 41.6 0.0 5.1 120 FTG ---- PE 0.0 48 14.8 0.0 41.9 0.0 0.022 TL 14.00 PV 0.2 Pipe: 47 -78.8 2.635 PL 14.00 PF 0.3 41 14.8 0.0 41.5 0.0 4.6 120 FTG ---- PE 0.0 45 14.8 0.0 41.8 0.0 0.019 TL 14.00 PV 0.1 Pipe: 48 -3.0 1.610 PL 1.54 PF 0.0 45 14.8 0.0 41.8 0.0 0.5 120 FTG T PE -0.6 46 16.3 0.0 41.1 0.0 0.000 TL 9.54 PV 0.0 Pipe: 49 -3.0 1.380 PL 100.00 PF 0.1 46 16.3 0.0 41.1 0.0 0.6 120 FTG 2T PE 0.0 47 16.3 0.0 41.3 0.0 0.001 TL 112.00 PV 0.0 Pipe: 50 -3.0 1.610 PL 1.54 PF 0.0 47 16.3 0.0 41.3 0.0 0.5 120 FTG T PE 0.6 48 14.8 0.0 41.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 51 -175.2 2.635 PL 14.00 PF 1.1 48 14.8 0.0 41.9 0.0 10.3 120 FTG ---- PE 0.0 52 14.8 0.0 43.0 0.0 0.081 TL 14.00 PV 0.7 Pipe: 52 -154.7 2.635 PL 14.00 PF 0.9 45 14.8 0.0 41.8 0.0 9.1 120 FTG ---- PE 0.0 49 14.8 0.0 42.7 0.0 0.065 TL 14.00 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -5.3 1.610 PL 1.54 PF 0.0 49 14.8 0.0 42.7 0.0 0.8 120 FTG T PE -0.6 50 16.3 0.0 42.0 0.0 0.001 TL 9.54 PV 0.0 Pipe: 54 -5.3 1.380 PL 100.00 PF 0.3 50 16.3 0.0 42.0 0.0 1.1 120 FTG 2T PE 0.0 51 16.3 0.0 42.4 0.0 0.003 TL 112.00 PV 0.0 Pipe: 55 -5.3 1.610 PL 1.54 PF 0.0 51 16.3 0.0 42.4 0.0 0.8 120 FTG T PE 0.6 52 14.8 0.0 43.0 0.0 0.001 TL 9.54 PV 0.0 Pipe: 56 -180.5 2.635 PL 14.00 PF 1.2 52 14.8 0.0 43.0 0.0 10.6 120 FTG ---- PE 0.0 56 14.8 0.0 44.2 0.0 0.086 TL 14.00 PV 0.8 Pipe: 57 -149.4 2.635 PL 14.00 PF 0.8 49 14.8 0.0 42.7 0.0 8.8 120 FTG ---- PE 0.0 53 14.8 0.0 43.5 0.0 0.060 TL 14.00 PV 0.5 Pipe: 58 -7.5 1.610 PL 1.50 PF 0.0 53 14.8 0.0 43.5 0.0 1.2 120 FTG T PE -0.6 54 16.3 0.0 42.9 0.0 0.003 TL 9.50 PV 0.0 Pipe: 59 -7.5 1.380 PL 100.00 PF 0.7 54 16.3 0.0 42.9 0.0 1.6 120 FTG 2E2T PE 0.0 55 16.3 0.0 43.6 0.0 0.006 TL 118.00 PV 0.0 Pipe: 60 -7.5 1.610 PL 1.50 PF 0.0 55 16.3 0.0 43.6 0.0 1.2 120 FTG T PE 0.6 56 14.8 0.0 44.2 0.0 0.003 TL 9.50 PV 0.0 Pipe: 61 -188.0 2.635 PL 14.00 PF 1.3 56 14.8 0.0 44.2 0.0 11.1 120 FTG ---- PE 0.0 60 14.8 0.0 45.5 0.0 0.093 TL 14.00 PV 0.8 Pipe: 62 -141.8 2.635 PL 14.00 PF 0.8 53 14.8 0.0 43.5 0.0 8.3 120 FTG ---- PE 0.0 57 14.8 0.0 44.3 0.0 0.055 TL 14.00 PV 0.5 Pipe: 63 -10.2 1.610 PL 1.50 PF 0.0 57 14.8 0.0 44.3 0.0 1.6 120 FTG T PE -0.6 58 16.3 0.0 43.7 0.0 0.005 TL 9.50 PV 0.0 Pipe: 64 -10.2 1.380 PL 100.00 PF 1.2 58 16.3 0.0 43.7 0.0 2.2 120 FTG 2E2T PE 0.0 59 16.3 0.0 44.8 0.0 0.010 TL 118.00 PV 0.0 Pipe: 65 -10.2 1.610 PL 1.50 PF 0.0 59 16.3 0.0 44.8 0.0 1.6 120 FTG T PE 0.6 60 14.8 0.0 45.5 0.0 0.005 TL 9.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 -198.2 2.635 PL 13.25 PF 1.4 60 14.8 0.0 45.5 0.0 11.7 120 FTG ---- PE 0.0 64 14.8 0.0 46.9 0.0 0.102 TL 13.25 PV 0.9 Pipe: 67 -131.6 2.635 PL 13.25 PF 0.6 57 14.8 0.0 44.3 0.0 7.7 120 FTG ---- PE 0.0 61 14.8 0.0 44.9 0.0 0.048 TL 13.25 PV 0.4 Pipe: 68 -13.0 1.610 PL 1.50 PF 0.1 61 14.8 0.0 44.9 0.0 2.0 120 FTG T PE -0.6 62 16.3 0.0 44.4 0.0 0.007 TL 9.50 PV 0.0 Pipe: 69 -13.0 1.380 PL 100.00 PF 1.8 62 16.3 0.0 44.4 0.0 2.8 120 FTG 2E2T PE 0.0 63 16.3 0.0 46.2 0.0 0.015 TL 118.00 PV 0.1 Pipe: 70 -13.0 1.610 PL 1.50 PF 0.1 63 16.3 0.0 46.2 0.0 2.0 120 FTG T PE 0.6 64 14.8 0.0 46.9 0.0 0.007 TL 9.50 PV 0.0 Pipe: 71 -211.2 2.635 PL 12.50 PF 1.4 64 14.8 0.0 46.9 0.0 12.4 120 FTG ---- PE 0.0 68 14.8 0.0 48.3 0.0 0.115 TL 12.50 PV 1.0 Pipe: 72 -118.6 2.635 PL 12.50 PF 0.5 61 14.8 0.0 44.9 0.0 7.0 120 FTG ---- PE 0.0 65 14.8 0.0 45.4 0.0 0.040 TL 12.50 PV 0.3 Pipe: 73 -16.1 1.610 PL 1.50 PF 0.1 65 14.8 0.0 45.4 0.0 2.5 120 FTG T PE -0.6 66 16.3 0.0 44.9 0.0 0.011 TL 9.50 PV 0.0 Pipe: 74 -16.1 1.380 PL 100.00 PF 2.7 66 16.3 0.0 44.9 0.0 3.4 120 FTG 2E2T PE 0.0 67 16.3 0.0 47.6 0.0 0.023 TL 118.00 PV 0.1 Pipe: 75 -16.1 1.610 PL 1.50 PF 0.1 67 16.3 0.0 47.6 0.0 2.5 120 FTG T PE 0.6 68 14.8 0.0 48.3 0.0 0.011 TL 9.50 PV 0.0 Pipe: 76 -227.3 2.635 PL 12.50 PF 1.6 68 14.8 0.0 48.3 0.0 13.4 120 FTG ---- PE 0.0 72 14.8 0.0 50.0 0.0 0.132 TL 12.50 PV 1.2 Pipe: 77 -102.6 2.635 PL 12.50 PF 0.4 65 14.8 0.0 45.4 0.0 6.0 120 FTG ---- PE 0.0 69 14.8 0.0 45.8 0.0 0.030 TL 12.50 PV 0.2 Pipe: 78 -19.0 1.610 PL 1.50 PF 0.1 69 14.8 0.0 45.8 0.0 3.0 120 FTG T PE -0.6 70 16.3 0.0 45.3 0.0 0.015 TL 9.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIKE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 80 -19.0 1.380 PL 100.00 PF 3.7 70 16.3 0.0 45.3 0.0 4.1 120 FTG 2E2T PE 0.0 71 16.3 0.0 49.0 0.0 0.031 TL 118.00 PV 0.1 Pipe: 81 -19.0 1.610 PL 15.00 PF 0.3 71 16.3 0.0 49.0 0.0 3.0 120 FTG T PE 0.6 72 14.8 0.0 50.0 0.0 0.015 TL 23.00 PV 0.1 Pipe: 82 -246.3 2.635 PL 12.50 PF 1.9 72 14.8 0.0 50.0 0.0 14.5 120 FTG ---- PE 0.0 76 14.8 0.0 51.9 0.0 0.153 TL 12.50 PV 1.4 Pipe: 83 -83.5 2.635 PL 12.50 PF 0.3 69 14.8 0.0 45.8 0.0 4.9 120 FTG ---- PE 0.0 73 14.8 0.0 46.1 0.0 0.021 TL 12.50 PV 0.2 Pipe: 84 -23.4 1.610 PL 1.50 PF 0.2 73 14.8 0.0 46.1 0.0 3.7 120 FTG T PE -0.6 74 16.3 0.0 45.6 0.0 0.022 TL 9.50 PV 0.1 Pipe: 85 -23.4 1.380 PL 100.00 PF 5.4 74 16.3 0.0 45.6 0.0 5.0 120 FTG 2E2T PE 0.0 75 16.3 0.0 51.0 0.0 0.046 TL 118.00 PV 0.2 Pipe: 86 -23.4 1.610 PL 1.50 PF 0.2 75 16.3 0.0 51.0 0.0 3.7 120 FTG T PE 0.6 76 14.8 0.0 51.9 0.0 0.022 TL 9.50 PV 0.1 Pipe: 87 -269.8 2.635 PL 12.50 PF 2.3 76 14.8 0.0 51.9 0.0 15.9 120 FTG ---- PE 0.0 80 14.8 0.0 54.1 0.0 0.181 TL 12.50 PV 1.7 Pipe: 88 -60.1 2.635 PL 12.50 PF 0.1 73 14.8 0.0 46.1 0.0 3.5 120 FTG ---- PE 0.0 77 14.8 0.0 46.2 0.0 0.011 TL 12.50 PV 0.1 Pipe: 89 -27.7 1.610 PL 1.50 PF 0.3 77 14.8 0.0 46.2 0.0 4.4 120 FTG T PE -0.6 78 16.3 0.0 45.8 0.0 0.030 TL 9.50 PV 0.1 Pipe: 90 -27.7 1.380 PL 100.00 PF 7.4 78 16.3 0.0 45.8 0.0 5.9 120 FTG 2E2T PE 0.0 79 16.3 0.0 53.2 0.0 0.063 TL 118.00 PV 0.2 Pipe: 91 -27.7 1.610 PL 1.50 PF 0.3 79 16.3 0.0 53.2 0.0 4.4 120 FTG T PE 0.6 80 14.8 0.0 54.1 0.0 0.030 TL 9.50 PV 0.1 Pipe: 92 -297.5 2.635 PL 12.50 PF 2.7 80 14.8 0.0 54.1 0.0 17.5 120 FTG ---- PE 0.0 84 14.8 0.0 56.8 0.0 0.216 TL 12.50 PV 2.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 93 -32.4 2.635 PL 12.50 PF 0.0 77 14.8 0.0 46.2 0.0 1.9 120 FTG ---- PE 0.0 81 14.8 0.0 46.2 0.0 0.004 TL 12.50 PV 0.0 Pipe: 94 -32.4 1.610 PL 1.50 PF 0.4 81 14.8 0.0 46.2 0.0 5.1 120 FTG T PE -0.6 82 16.3 0.0 46.0 0.0 0.039 TL 9.50 PV 0.2 Pipe: 95 -32.4 1.380 PL 100.00 PF 9.8 82 16.3 0.0 46.0 0.0 6.9 120 FTG 2E2T PE 0.0 83 16.3 0.0 55.8 0.0 0.083 TL 118.00 PV 0.3 Pipe: 96 -32.4 1.610 PL 1.50 PF 0.4 83 16.3 0.0 55.8 0.0 5.1 120 FTG T PE 0.6 84 14.8 0.0 56.8 0.0 0.039 TL 9.50 PV 0.2 Pipe: 97 -329.9 4.260 PL 116.58 PF 3.9 84 14.8 0.0 56.8 0.0 7.4 120 FTG 3E PE 0.0 TOR1 14.8 0.0 60.8 0.0 0.025 TL 155.58 PV 0.4 Pipe: 98 -329.9 4.260 PL 16.83 PF 2.5 TOR1 14.8 0.0 60.8 0.0 7.4 120 FTG 2TCG PE 6.0 BOR 1.0 0.0 69.3 0.0 0.025 TL 100.83 PV 0.4 Pipe: 99 -329.9 6.280 PL 75.00 PF 0.4 BOR 1.0 0.0 69.3 0.0 3.4 140 FTG 2E PE 1.7 BFO -3.0 0.0 71.4 0.0 0.003 TL 123.00 PV 0.1 Pipe: 100 FIXED PRESSURE LOSS DEVICE BFI -3.0 0.0 76.4 0.0 5.0 psi, 329.9 gpm BFO -3.0 0.0 71.4 0.0 Pipe: 101 -329.9 6.280 PL 15.00 PF 0.2 BFI -3.0 0.0 76.4 0.0 3.4 140 FTG TG PE -2.6 SRC 3.0 SRCE 74.0 (N/A) 0.003 TL 72.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 7.2 computer program under license no. 50050836 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.104 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 17.5 ft/sec at pipe 92. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE'• 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 21.556 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 21.729 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 21.618 psi (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE% 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID WATER SUPPLY ANALYSIS Static: 85.00 psi Resid: 75.00 psi Flow: 1300.0 gpm 120.0 100.0 G A U�11 ` E E 1 2 P R E S 60.0 S U R E ( 40.0 p s i 20.0 1 -14.7 l 1 1 1 I I I I I I 400600 800 1000 1200 1400 1600 FLOW (GPM) LEGEND 1 Available pressure 82.75 psi @ 579.9 gpm 2 Required pressure 74.00 psi @ 579.9 gpm 1800 2000 SAFETY 1ST FIRE SPRINKLERS 3066 8TH STREET NOR-'H ST. PETERSBURG, FLORIDA 33704 PH. (127) 896-0164 HYDRAULIC' CALCULATIONS FOR UGLY DUCKLING CORP. McCRACKEN ROAD SANFORD, FLORIDA FILE NUMBER: 20056-4. DATE :; F p. 2(n j 2000 SOUTH GRID -DESIGN DATA - OCCUPANCY CLASSIFICATION: DENSITY: AREA OF APPL.CATION: COVERAGE PER SPRINKLER: NUMBER OF SPRINKLERS CALCULATED: TOTAL SPRINKLER WATER FLOW REQUIRED: TOTAL WATER REQUIRED \including hose): FLOW AND PRESSURE (@ BOR) : SPRINKLER ORIFICE SIZE: NAME OF CONTRACTOR: DESIGN/LAYOUT BY: AUTHORITY HAVING JURISDICTION: CONTRACTOR CERTIFICATION NUMBER: ORDINARY HAZARD GROUP NO. 2 0.20 gpm/sq. ft. 1500 sq. ft. 0.20 sq. ft. 12 sprinklers 329.9 gpm 579.9 gpm 329.9 gpm @ 66.0 psi :i 2 inch RANDY REITZ FIRE MARSHAL & OWNER CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 50050836 ) HRS SYSTEMS, INC. TUCKER, GA 30084 H a Ile do Z2 a� Z oo O M as vu z� 30 _W aCC O 1:5 c n e SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SRC 85.0 75.0 1300.0 82.8 579.9 74.0 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 579.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 329.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) SRC 3.0 SOURCE 74.0 329.9 1 17.6 K= 5.60 23.3 27.1 2 18.0 K= 5.60 22.0 26.3 3 18.8 K= 5.60 21.6 26.0 4 18.4 K= 5.60 21.9 26.2 5 18.4 K= 5.60 23.3 27.0 6 17.6 K= 5.60 23.5 27.1 7 18.0 K= 5.60 22.1 26.4 8 18.8 K= 5.60 21.7 26.1 9 18.4 K= 5.60 22.0 26.3 10 18.4 K= 5.60 23.4 27.1 11 18.0 K= 5.60 33.2 32.3 12 18.8 K= 5.60 32.9 32.1 21 14.8 - - - - 37.9 - - - 22 16.3 - - - - 35.8 - - - 23 16.3 - - - - 35.8 - - - 24 14.8 - - - - 37.9 - - - 25 14.8 - - - - 38.1 - - - 26 16.3 - - - - 36.0 - - - 27 16.3 - - - - 36.0 - - - 28 14.8 - - - - 38.0 - - - 29 14.8 - - - - 38.7 - - - 30 16.3 - - - - 37.7 - - - 31 16.3 - - - - 37.6 - - - 32 14.8 - - - - 38.6 - - - 33 14.8 - - - - 39.6 - - - 34 16.3 - - - - 38.9 - - - 35 16.3 - - - - 38.9 - - - 36 14.8 - - - - 39.6 - - - 37 14.8 - - - - 40.5 - - - 38 16.3 - - - - 39.9 - - - 39 16.3 - - - - 39.9 - - - 40 14.8 - - - - 40.6 - - - 41 14.8 - - - - 41.5 - - - 42 16.3 - - - - 40.9 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE': 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID NODE ANALYSIS DATA (cont.) NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE (FT) (PSI) (GPM) 43 16.3 - - - - 40.9 - - - 44 14.8 - - - - 41.6 - - - 45 14.8 - - - - 41.8 - - - 46 16.3 - - - - 41.1 - - - 47 16.3 - - - - 41.3 - - - 48 14.8 - - - - 41.9 - - - 49 14.8 - - - - 42.7 - - - 50 16.3 - - - - 42.0 - - - 51 16.3 - - - - 42.4 - - - 52 14.8 - - - - 43.0 - - - 53 14.8 - - - - 43.5 - - - 54 16.3 - - - - 42.9 - - - 55 16.3 - - - - 43.6 - - - 56 14.8 - - - - 44.2 - - - 57 14.8 - - - - 44.3 - - - 58 16.3 - - - - 43.7 - - - 59 16.3 - - - - 44.8 - - - 60 14.8 - - - - 45.5 - - - 61 14.8 - - - - 44.9 - - - 62 16.3 - - - - 44.4 - - - 63 16.3 - - - - 46.2 - - - 64 14.8 - - - - 46.9 - - - 65 14.8 - - - - 45.4 - - - 66 16.3 - - - - 44.9 - - - 67 16.3 - - - - 47.6 - - - 68 14.8 - - - - 48.3 - - - 69 14.8 - - - - 45.8 - - - 70 16.3 - - - - 45.3 - - - 71 16.3 - - - - 49.0 - - - 72 14.8 - - - - 50.0 - - - 73 14.8 - - - - 46.1 - - - 74 16.3 - - - - 45.6 - - - 75 16.3 - - - - 51.0 - - - 76 14.8 - - - - 51.9 - - - 77 14.8 - - - - 46.2 - - - 78 16.3 - - - - 45.8 - - - 79 16.3 - - - - 53.2 - - - 80 14.8 - - - - 54.1 - - - 81 14.8 - - - - 46.2 - - - 82 16.3 - - - - 46.0 - - - 83 16.3 - - - - 55.8 - - - 84 14.8 - - - - 56.8 - - - TORl 14.8 - - - - 60.8 - - - BOR 1.0 - - - - 69.3 - - - BFO -3.0 - - - - 71.4 - - - BFI -3.0 - - - - 76.4 - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE% 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PLPE DATA PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 1 66.8 1.610 PL 1.54 PF 1.4 21 14.8 0.0 37.9 0.0 10.5 120 FTG T PE -0.6 22 16.3 0.0 35.8 0.0 0.150 TL 9.54 PV 0.7 Pipe: 2 66.8 1.380 PL 31.54 PF 11.9 22 16.3 0.0 35.8 0.0 14.3 120 FTG T PE -0.5 1 17.6 5.6 23.3 27.1 0.318 TL 37.54 PV 1.4 Pipe: 3 39.7 1.380 PL 9.25 PF 1.1 1 17.6 5.6 23.3 27.1 8.5 120 FTG ---- PE -0.2 2 18.0 5.6 22.0 26.3 0.122 TL 9.25 PV 0.5 Pipe: 4 13.4 1.380 PL 9.25 PF 0.2 2 18.0 5.6 22.0 26.3 2.9 120 FTG ---- PE -0.3 3 18.8 5.6 21.6 26.0 0.016 TL 9.25 PV 0.1 Pipe: 5 -12.6 1.380 PL 9.25 PF 0.2 3 18.8 5.6 21.6 26.0 2.7 120 FTG E PE 0.2 4 18.4 5.6 21.9 26.2 0.015 TL 12.25 PV 0.0 Pipe: 6 -38.8 1.380 PL 9.25 PF 1.4 4 18.4 5.6 21.9 26.2 8.3 120 FTG E PE 0.0 5 18.4 5.6 23.3 27.0 0.116 TL 12.25 PV 0.5 Pipe: 7 -65.8 1.380 PL 31.50 PF 11.6 5 18.4 5.6 23.3 27.0 14.1 120 FTG T PE 0.9 23 16.3 0.0 35.8 0.0 0.310 TL 37.50 PV 1.3 Pipe: 8 -65.8 1.610 PL 1.54 PF 1.4 23 16.3 0.0 35.8 0.0 10.4 120 FTG T PE 0.6 24 14.8 0.0 37.9 0.0 0.146 TL 9.54 PV 0.7 Pipe: 9 -65.8 2.635 PL 12.50 PF 0.2 24 14.8 0.0 37.9 0.0 3.9 120 FTG ---- PE 0.0 28 14.8 0.0 38.0 0.0 0.013 TL 12.50 PV 0.1 Pipe: 10 -66.8 2.635 PL 12.50 PF 0.2 21 14.8 0.0 37.9 0.0 3.9 120 FTG ---- PE 0.0 25 14.8 0.0 38.1 0.0 0.014 TL 12.50 PV 0.1 Pipe: 11 66.9 1.610 PL 1.54 PF 1.4 25 14.8 0.0 38.1 0.0 10.6 120 FTG T PE -0.6 26 16.3 0.0 36.0 0.0 0.151 TL 9.54 PV 0.7 Pipe: 12 66.9 1.380 PL 31.50 PF 12.0 26 16.3 0.0 36.0 0.0 14.4 120 FTG T PE -0.5 6 17.6 5.6 23.5 27.1 0.320 TL 37.50 PV 1.4 Pipe: 13 39.8 1.380 PL 9.25 PF 1.1 6 17.6 5.6 23.5 27.1 8.5 120 FTG ---- PE -0.2 7 18.0 5.6 22.1 26.4 0.122 TL 9.25 PV 0.5 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 14 13.5 1.380 PL 9.25 PF 0.2 7 18.0 5.6 22.1 26.4 2.9 120 FTG ---- PE -0.3 8 18.8 5.6 21.7 26.1 0.016 TL 9.25 PV 0.1 Pipe: 15 -12.6 1.380 PL 9.25 PF 0.2 8 18.8 5.6 21.7 26.1 2.7 120 FTG E PE 0.2 9 18.4 5.6 22.0 26.3 0.015 TL 12.25 PV 0.0 Pipe: 16 -38.9 1.380 PL 9.25 PF 1.4 9 18.4 5.6 22.0 26.3 8.3 120 FTG E PE 0.0 10 18.4 5.6 23.4 27.1 0.117 TL 12.25 PV 0.5 Pipe: 17 -66.0 1.380 PL 31.50 PF 11.7 10 18.4 5.6 23.4 27.1 14.2 120 FTG T PE 0.9 27 16.3 0.0 36.0 0.0 0.311 TL 37.50 PV 1.3 Pipe: 18 -66.0 1.610 PL 1.54 PF 1.4 27 16.3 0.0 36.0 0.0 10.4 120 FTG T PE 0.6 28 14.8 0.0 38.0 0.0 0.147 TL 9.54 PV 0.7 Pipe: 19 -131.8 2.635 PL 12.50 PF 0.6 28 14.8 0.0 38.0 0.0 7.8 120 FTG ---- PE 0.0 32 14.8 0.0 38.6 0.0 0.048 TL 12.50 PV 0.4 Pipe: 20 -133.7 2.635 PL 12.50 PF 0.6 25 14.8 0.0 38.1 0.0 7.9 120 FTG ---- PE 0.0 29 14.8 0.0 38.7 0.0 0.049 TL 12.50 PV 0.4 Pipe: 21 29.2 1.610 PL 1.54 PF 0.3 29 14.8 0.0 38.7 0.0 4.6 120 FTG T PE -0.6 30 16.3 0.0 37.7 0.0 0.032 TL 9.54 PV 0.1 Pipe: 22 29.2 1.380 PL 49.74 PF 3.8 30 16.3 0.0 37.7 0.0 6.3 120 FTG T PE -0.7 11 18.0 5.6 33.2 32.3 0.069 TL 55.74 PV 0.3 Pipe: 23 -3.1 1.380 PL 9.25 PF 0.0 11 18.0 5.6 33.2 32.3 0.7 120 FTG ---- PE -0.3 12 18.8 5.6 32.9 32.1 0.001 TL 9.25 PV 0.0 Pipe: 24 -35.2 1.380 PL 31.50 PF 3.6 12 18.8 5.6 32.9 32.1 7.5 120 FTG T PE 1.0 31 16.3 0.0 37.6 0.0 0.097 TL 37.50 PV 0.4 Pipe: 25 -35.2 1.610 PL 1.54 PF 0.4 31 16.3 0.0 37.6 0.0 5.5 120 FTG T PE 0.6 32 14.8 0.0 38.6 0.0 0.046 TL 9.54 PV 0.2 Pipe: 26 -167.0 2.635 PL 12.50 PF 0.9 32 14.8 0.0 38.6 0.0 9.8 120 FTG ---- PE 0.0 36 14.8 0.0 39.6 0.0 0.074 TL 12.50 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 27 -162.9 2.635 PL 12.50 PF 0.9 29 14.8 0.0 38.7 0.0 9.6 120 FTG ---- PE 0.0 33 14.8 0.0 39.6 0.0 0.071 TL 12.50 PV 0.6 Pipe: 28 0.7 1.610 PL 1.54 PF 0.0 33 14.8 0.0 39.6 0.0 0.1 120 FTG T PE -0.6 34 16.3 0.0 38.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 29 0.7 1.380 PL 100.00 PF 0.0 34 16.3 0.0 38.9 0.0 0.1 120 FTG 2T PE 0.0 35 16.3 0.0 38.9 0.0 0.000 TL 112.00 PV 0.0 Pipe: 30 0.7 1.610 PL 1.54 PF 0.0 35 16.3 0.0 38.9 0.0 0.1 120 FTG T PE 0.6 36 14.8 0.0 39.6 0.0 0.000 TL 9.54 PV 0.0 Pipe: 31 -166.3 2.635 PL 13.25 PF 1.0 36 14.8 0.0 39.6 0.0 9.8 120 FTG ---- PE 0.0 40 14.8 0.0 40.6 0.0 0.074 TL 13.25 PV 0.6 Pipe: 32 -163.6 2.635 PL 13.25 PF 0.9 33 14.8 0.0 39.6 0.0 9.6 120 FTG ---- PE 0.0 37 14.8 0.0 40.5 0.0 0.072 TL 13.25 PV 0.6 Pipe: 33 -1.2 1.610 PL 1.54 PF 0.0 37 14.8 0.0 40.5 0.0 0.2 120 FTG T PE -0.6 38 16.3 0.0 39.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 34 -1.2 1.380 PL 100.00 PF 0.0 38 16.3 0.0 39.9 0.0 0.2 120 FTG 2T PE 0.0 39 16.3 0.0 39.9 0.0 0.000 TL 112.00 PV 0.0 Pipe: 35 -1.2 1.610 PL 1.54 PF 0.0 39 16.3 0.0 39.9 0.0 0.2 120 FTG T PE 0.6 40 14.8 0.0 40.6 0.0 0.000 TL 9.54 PV 0.0 Pipe: 36 -167.5 2.635 PL 14.00 PF 1.0 40 14.8 0.0 40.6 0.0 9.9 120 FTG ---- PE 0.0 44 14.8 0.0 41.6 0.0 0.075 TL 14.00 PV 0.7 Pipe: 37 -162.4 2.635 PL 14.00 PF 1.0 37 14.8 0.0 40.5 0.0 9.6 120 FTG ---- PE 0.0 41 14.8 0.0 41.5 0.0 0.071 TL 14.00 PV 0.6 Pipe: 38 -2.4 1.610 PL 1.54 PF 0.0 41 14.8 0.0 41.5 0.0 0.4 120 FTG T PE -0.6 42 16.3 0.0 40.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 39 -2.4 1.380 PL 100.00 PF 0.1 42 16.3 0.0 40.9 0.0 0.5 120 FTG 2T PE 0.0 43 16.3 0.0 40.9 0.0 0.001 TL 112.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PrPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 40 -2.4 1.610 PL 1.54 PF 0.0 43 16.3 0.0 40.9 0.0 0.4 120 FTG T PE 0.6 44 14.8 0.0 41.6 0.0 0.000 TL 9.54 PV 0.0 Pipe: 41 -86.1 2.635 PL 14.00 PF 0.3 44 14.8 0.0 41.6 0.0 5.1 120 FTG ---- PE 0.0 48 14.8 0.0 41.9 0.0 0.022 TL 14.00 PV 0.2 Pipe: 42 -78.8 2.635 PL 14.00 PF 0.3 41 14.8 0.0 41.5 0.0 4.6 120 FTG ---- PE 0.0 45 14.8 0.0 41.8 0.0 0.019 TL 14.00 PV 0.1 Pipe: 43 -2.4 1.610 PL 1.54 PF 0.0 41 14.8 0.0 41.5 0.0 0.4 120 FTG T PE -0.6 42 16.3 0.0 40.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 44 -2.4 1.380 PL 100.00 PF 0.1 42 16.3 0.0 40.9 0.0 0.5 120 FTG 2T PE 0.0 43 16.3 0.0 40.9 0.0 0.001 TL 112.00 PV 0.0 Pipe: 45 -2.4 1.610 PL 1.54 PF 0.0 43 16.3 0.0 40.9 0.0 0.4 120 FTG T PE 0.6 44 14.8 0.0 41.6 0.0 0.000 TL 9.54 PV 0.0 Pipe: 46 -86.1 2.635 PL 14.00 PF 0.3 44 14.8 0.0 41.6 0.0 5.1 120 FTG ---- PE 0.0 48 14.8 0.0 41.9 0.0 0.022 TL 14.00 PV 0.2 Pipe: 47 -78.8 2.635 PL 14.00 PF 0.3 41 14.8 0.0 41.5 0.0 4.6 120 FTG ---- PE 0.0 45 14.8 0.0 41.8 0.0 0.019 TL 14.00 PV 0.1 Pipe: 48 -3.0 1.610 PL 1.54 PF 0.0 45 14.8 0.0 41.8 0.0 0.5 120 FTG T PE -0.6 46 16.3 0.0 41.1 0.0 0.000 TL 9.54 PV 0.0 Pipe: 49 -3.0 1.380 PL 100.00 PF 0.1 46 16.3 0.0 41.1 0.0 0.6 120 FTG 2T PE 0.0 47 16.3 0.0 41.3 0.0 0.001 TL 112.00 PV 0.0 Pipe: 50 -3.0 1.610 PL 1.54 PF 0.0 47 16.3 0.0 41.3 0.0 0.5 120 FTG T PE 0.6 48 14.8 0.0 41.9 0.0 0.000 TL 9.54 PV 0.0 Pipe: 51 -175.2 2.635 PL 14.00 PF 1.1 48 14.8 0.0 41.9 0.0 10.3 120 FTG ---- PE 0.0 52 14.8 0.0 43.0 0.0 0.081 TL 14.00 PV 0.7 Pipe: 52 -154.7 2.635 PL 14.00 PF 0.9 45 14.8 0.0 41.8 0.0 9.1 120 FTG ---- PE 0.0 49 14.8 0.0 42.7 0.0 0.065 TL 14.00 PV 0.6 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 53 -5.3 1.610 PL 1.54 PF 0.0 49 14.8 0.0 42.7 0.0 0.8 120 FTG T PE -0.6 50 16.3 0.0 42.0 0.0 0.001 TL 9.54 PV 0.0 Pipe: 54 -5.3 1.380 PL 100.00 PF 0.3 50 16.3 0.0 42.0 0.0 1.1 120 FTG 2T PE 0.0 51 16.3 0.0 42.4 0.0 0.003 TL 112.00 PV 0.0 Pipe: 55 -5.3 1.610 PL 1.54 PF 0.0 51 16.3 0.0 42.4 0.0 0.8 120 FTG T PE 0.6 52 14.8 0.0 43.0 0.0 0.001 TL 9.54 PV 0.0 Pipe: 56 -180.5 2.635 PL 14.00 PF 1.2 52 14.8 0.0 43.0 0.0 10.6 120 FTG ---- PE 0.0 56 14.8 0.0 44.2 0.0 0.086 TL 14.00 PV 0.8 Pipe: 57 -149.4 2.635 PL 14.00 PF 0.8 49 14.8 0.0 42.7 0.0 8.8 120 FTG ---- PE 0.0 53 14.8 0.0 43.5 0.0 0.060 TL 14.00 PV 0.5 Pipe: 58 -7.5 1.610 PL 1.50 PF 0.0 53 14.8 0.0 43.5 0.0 1.2 120 FTG T PE -0.6 54 16.3 0.0 42.9 0.0 0.003 TL 9.50 PV 0.0 Pipe: 59 -7.5 1.380 PL 100.00 PF 0.7 54 16.3 0.0 42.9 0.0 1.6 120 FTG 2E2T PE 0.0 55 16.3 0.0 43.6 0.0 0.006 TL 118.00 PV 0.0 Pipe: 60 -7.5 1.610 PL 1.50 PF 0.0 55 16.3 0.0 43.6 0.0 1.2 120 FTG T PE 0.6 56 14.8 0.0 44.2 0.0 0.003 TL 9.50 PV 0.0 Pipe: 61 -188.0 2.635 PL 14.00 PF 1.3 56 14.8 0.0 44.2 0.0 11.1 120 FTG ---- PE 0.0 60 14.8 0.0 45.5 0.0 0.093 TL 14.00 PV 0.8 Pipe: 62 -141.8 2.635 PL 14.00 PF 0.8 53 14.8 0.0 43.5 0.0 8.3 120 FTG ---- PE 0.0 57 14.8 0.0 44.3 0.0 0.055 TL 14.00 PV 0.5 Pipe: 63 -10.2 1.610 PL 1.50 PF 0.0 57 14.8 0.0 44.3 0.0 1.6 120 FTG T PE -0.6 58 16.3 0.0 43.7 0.0 0.005 TL 9.50 PV 0.0 Pipe: 64 -10.2 1.380 PL 100.00 PF 1.2 58 16.3 0.0 43.7 0.0 2.2 120 FTG 2E2T PE 0.0 59 16.3 0.0 44.8 0.0 0.010 TL 118.00 PV 0.0 Pipe: 65 -10.2 1.610 PL 1.50 PF 0.0 59 16.3 0.0 44.8 0.0 1.6 120 FTG T PE 0.6 60 14.8 0.0 45.5 0.0 0.005 TL 9.50 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PI'PE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 66 -198.2 2.635 PL 13.25 PF 1.4 60 14.8 0.0 45.5 0.0 11.7 120 FTG ---- PE 0.0 64 14.8 0.0 46.9 0.0 0.102 TL 13.25 PV 0.9 Pipe: 67 -131.6 2.635 PL 13.25 PF 0.6 57 14.8 0.0 44.3 0.0 7.7 120 FTG ---- PE 0.0 61 14.8 0.0 44.9 0.0 0.048 TL 13.25 PV 0.4 Pipe: 68 -13.0 1.610 PL 1.50 PF 0.1 61 14.8 0.0 44.9 0.0 2.0 120 FTG T PE -0.6 62 16.3 0.0 44.4 0.0 0.007 TL 9.50 PV 0.0 Pipe: 69 -13.0 1.380 PL 100.00 PF 1.8 62 16.3 0.0 44.4 0.0 2.8 120 FTG 2E2T PE 0.0 63 16.3 0.0 46.2 0.0 0.015 TL 118.00 PV 0.1 Pipe: 70 -13.0 1.610 PL 1.50 PF 0.1 63 16.3 0.0 46.2 0.0 2.0 120 FTG T PE 0.6 64 14.8 0.0 46.9 0.0 0.007 TL 9.50 PV 0.0 Pipe: 71 -211.2 2.635 PL 12.50 PF 1.4 64 14.8 0.0 46.9 0.0 12.4 120 FTG ---- PE 0.0 68 14.8 0.0 48.3 0.0 0.115 TL 12.50 PV 1.0 Pipe: 72 -118.6 2.635 PL 12.50 PF 0.5 61 14.8 0.0 44.9 0.0 7.0 120 FTG ---- PE 0.0 65 14.8 0.0 45.4 0.0 0.040 TL 12.50 PV 0.3 Pipe: 73 -16.1 1.610 PL 1.50 PF 0.1 65 14.8 0.0 45.4 0.0 2.5 120 FTG T PE -0.6 66 16.3 0.0 44.9 0.0 0.011 TL 9.50 PV 0.0 Pipe: 74 -16.1 1.380 PL 100.00 PF 2.7 66 16.3 0.0 44.9 0.0 3.4 120 FTG 2E2T PE 0.0 67 16.3 0.0 47.6 0.0 0.023 TL 118.00 PV 0.1 Pipe: 75 -16.1 1.610 PL 1.50 PF 0.1 67 16.3 0.0 47.6 0.0 2.5 120 FTG T PE 0.6 68 14.8 0.0 48.3 0.0 0.011 TL 9.50 PV 0.0 Pipe: 76 -227.3 2.635 PL 12.50 PF 1.6 68 14.8 0.0 48.3 0.0 13.4 120 FTG ---- PE 0.0 72 14.8 0.0 50.0 0.0 0.132 TL 12.50 PV 1.2 Pipe: 77 -102.6 2.635 PL 12.50 PF 0.4 65 14.8 0.0 45.4 0.0 6.0 120 FTG ---- PE 0.0 69 14.8 0.0 45.8 0.0 0.030 TL 12.50 PV 0.2 Pipe: 78 -19.0 1.610 PL 1.50 PF 0.1 69 14.8 0.0 45.8 0.0 3.0 120 FTG T PE -0.6 70 16.3 0.0 45.3 0.0 0.015 TL 9.50 PV 0.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE.: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 80 -19.0 1.380 PL 100.00 PF 3.7 70 16.3 0.0 45.3 0.0 4.1 120 FTG 2E2T PE 0.0 71 16.3 0.0 49.0 0.0 0.031 TL 118.00 PV 0.1 Pipe: 81 -19.0 1.610 PL 15.00 PF 0.3 71 16.3 0.0 49.0 0.0 3.0 120 FTG T PE 0.6 72 14.8 0.0 50.0 0.0 0.015 TL 23.00 PV 0.1 Pipe: 82 -246.3 2.635 PL 12.50 PF 1.9 72 14.8 0.0 50.0 0.0 14.5 120 FTG ---- PE 0.0 76 14.8 0.0 51.9 0.0 0.153 TL 12.50 PV 1.4 Pipe: 83 -83.5 2.635 PL 12.50 PF 0.3 69 14.8 0.0 45.8 0.0 4.9 120 FTG ---- PE 0.0 73 14.8 0.0 46.1 0.0 0.021 TL 12.50 PV 0.2 Pipe: 84 -23.4 1.610 PL 1.50 PF 0.2 73 14.8 0.0 46.1 0.0 3.7 120 FTG T PE -0.6 74 16.3 0.0 45.6 0.0 0.022 TL 9.50 PV 0.1 Pipe: 85 -23.4 1.380 PL 100.00 PF 5.4 74 16.3 0.0 45.6 0.0 5.0 120 FTG 2E2T PE 0.0 75 16.3 0.0 51.0 0.0 0.046 TL 118.00 PV 0.2 Pipe: 86 -23.4 1.610 PL 1.50 PF 0.2 75 16.3 0.0 51.0 0.0 3.7 120 FTG T PE 0.6 76 14.8 0.0 51.9 0.0 0.022 TL 9.50 PV 0.1 Pipe: 87 -269.8 2.635 PL 12.50 PF 2.3 76 14.8 0.0 51.9 0.0 15.9 120 FTG ---- PE 0.0 80 14.8 0.0 54.1 0.0 0.181 TL 12.50 PV 1.7 Pipe: 88 -60.1 2.635 PL 12.50 PF 0.1 73 14.8 0.0 46.1 0.0 3.5 120 FTG ---- PE 0.0 77 14.8 0.0 46.2 0.0 0.011 TL 12.50 PV 0.1 Pipe: 89 -27.7 1.610 PL 1.50 PF 0.3 77 14.8 0.0 46.2 0.0 4.4 120 FTG T PE -0.6 78 16.3 0.0 45.8 0.0 0.030 TL 9.50 PV 0.1 Pipe: 90 -27.7 1.380 PL 100.00 PF 7.4 78 16.3 0.0 45.8 0.0 5.9 120 FTG 2E2T PE 0.0 79 16.3 0.0 53.2 0.0 0.063 TL 118.00 PV 0.2 Pipe: 91 -27.7 1.610 PL 1.50 PF 0.3 79 16.3 0.0 53.2 0.0 4.4 120 FTG T PE 0.6 80 14.8 0.0 54.1 0.0 0.030 TL 9.50 PV 0.1 Pipe: 92 -297.5 2.635 PL 12.50 PF 2.7 80 14.8 0.0 54.1 0.0 17.5 120 FTG ---- PE 0.0 84 14.8 0.0 56.8 0.0 0.216 TL 12.50 PV 2.1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) (FT) SUM. NODES (FT) (K) (PSI) (GPM) FL/FT (PSI) Pipe: 93 -32.4 2.635 PL 12.50 PF 0.0 77 14.8 0.0 46.2 0.0 1.9 120 FTG ---- PE 0.0 81 14.8 0.0 46.2 0.0 0.004 TL 12.50 PV 0.0 Pipe: 94 -32.4 1.610 PL 1.50 PF 0.4 81 14.8 0.0 46.2 0.0 5.1 120 FTG T PE -0.6 82 16.3 0.0 46.0 0.0 0.039 TL 9.50 PV 0.2 Pipe: 95 -32.4 1.380 PL 100.00 PF 9.8 82 16.3 0.0 46.0 0.0 6.9 120 FTG 2E2T PE 0.0 83 16.3 0.0 55.8 0.0 0.083 TL 118.00 PV 0.3 Pipe: 96 -32.4 1.610 PL 1.50 PF 0.4 83 16.3 0.0 55.8 0.0 5.1 120 FTG T PE 0.6 84 14.8 0.0 56.8 0.0 0.039 TL 9.50 PV 0.2 Pipe: 97 -329.9 4.260 PL 116.58 PF 3.9 84 14.8 0.0 56.8 0.0 7.4 120 FTG 3E PE 0.0 TOR1 14.8 0.0 60.8 0.0 0.025 TL 155.58 PV 0.4 Pipe: 98 -329.9 4.260 PL 16.83 PF 2.5 TOR1 14.8 0.0 60.8 0.0 7.4 120 FTG 2TCG PE 6.0 BOR 1.0 0.0 69.3 0.0 0.025 TL 100.83 PV 0.4 Pipe: 99 -329.9 6.280 PL 75.00 PF 0.4 BOR 1.0 0.0 69.3 0.0 3.4 140 FTG 2E PE 1.7 BFO -3.0 0.0 71.4 0.0 0.003 TL 123.00 PV 0.1 Pipe: 100 FIXED PRESSURE LOSS DEVICE BFI -3.0 0.0 76.4 0.0 5.0 psi, 329.9 gpm BFO -3.0 0.0 71.4 0.0 Pipe: 101 -329.9 6.280 PL 15.00 PF 0.2 BFI -3.0 0.0 76.4 0.0 3.4 140 FTG TG PE -2.6 SRC 3.0 SRCE 74.0 (N/A) 0.003 TL 72.00 PV 0.1 NOTES: (1) Calculations were performed by the HASS 7.2 computer program under license no. 50050836 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 (2) The system has been calculated to provide an average imbalance at each node of 0.001 gpm and a maximum imbalance at any node of 0.104 gpm. (3) Velocity pressures are printed for information only and are not used in balancing the system. Maximum water velocity is 17.5 ft/sec at pipe 92. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID (4) a. System remote area HAS been proven or 'peaked'. b. Minimum pressure at any sprinkler: 21.556 psi c. Minimum pressure with remote area shifted one sprinkler space toward left cross main: 21.729 psi d. Minimum pressure with remote area shifted one sprinkler space toward right cross main: 21.618 psi (5) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: A MATERIAL: S40 HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly A1mChk DPVly NPTee 1.380 3.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 1.610 4.00 8.00 2.00 9.00 6.00 1.00 10.00 10.00 8.00 PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G A D N Ell Tee LngEll ChkVly BfyVly GatVly AlmChk DPVly NPTee 2.635 8.00 17.00 6.00 19.00 10.00 1.00 14.00 14.00 17.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 6.280 24.00 52.00 16.00 55.00 17.00 5.00 52.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 12 DATE: 9/26/2000 C:\HASS72\20056-4.SDF JOB TITLE: UGLY DUCKLING - SOUTH GRID WATER SUPPLY ANALYSIS 120.0 100.0 G A U G 80.0 E P R E S 60.0 S U R E ( 40.0 p s i 20.0 ;1 m -14.7 Static: 85.00 psi Resid: 75.00 psi Flow: 1300.0 gpm 1 2 400600 800 1000 1200 1400 1600 1800 FLOW (GPM) LEGEND 1 Available pressure 82.75 psi @ 579.9 gpm 2 Required pressure 74.00 psi @ 579.9 gpm 2000 alyTilkvj rqq77P1' Calvary 'temple of Praise Permit NO: 99=690, 01-1567,01-1659 Plans Archived Feb 06