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Home My WebLink About159 Towne Center Cir (2)Permit # Job Address: / J 7 / 0 W n!;;� Lam► Description of Work:. Historic District: 'Zoning: RECEIVED CITY & SANTO 116 PERMIT APPLICATION / �l 7 Date: (0 �C — V JUN 2 1 2007 Value of Work: Permit Type: Building Electrical Mechanical Plumbing Fire Sprinkler/Alarm f 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 _X Industrial Total Square Footage: 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) Phone: Contractor Name & Address: 5; nn 1 cii yt e i3?Q i n Yo oyt 7 Q,([ CAVI f o i State License Number 6 y 4J S-0d41?_66 l Phone & Fax: 23� �� 14��23� 1:�! ContactPerson: , `t 401 /4—J✓1 (C Phone: T07`Z;li -i13& Bonding Company: Address: Mortgage Lender: Address: Arc hitect/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 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 Florida Lien Law, FS 713. Signature of Owner/Agent Date 7&Lgnarwreof o . ctorlAgent C� Date e .Q 7 _ 2 ✓Ctv> �v�1 K - Print Owner/Agent's Name l /-i Signature of Notary -State of Florida Date Signature of Notary -State of Florida r/ Owner/Agent is _ Personally Known to Me or Contractor/Agent is _ Personally Known to Megr; _ Produced ID _ Produced ID APPLICATION APPROVED BY: Bldg: (Initial & Date) Special Conditions: Zoning: Utilities: _ FD: (Initial & Date) (Initial & Date) Pt" f? STaTE OF FLORIDA y, Liken A Finley Commission DD584641 ":Expires: SEP. 24, 2010 HRU ATLANTIC BONDING CO., INC. Two Fire & Security 3701 North John Young Parkway Suite 110 Orlando, FL 32804 SimplexGrinnell (407) 235-1100 Phone (407) 235-1150 Fax POWER OF ATTORNEY MAY 15, 2006 I HEREBY AUTHORIZE JOSEPH J. NEMCEK & RYAN FUNK OF SIMPLEX GRINNELL TO SIGN FOR, APPLY FOR AND PICK-UP FIRE SUPPRESSION PERMITS IN THE STATE OF FLORIDA H (; GEORGE � ILLER BEFORE ME APPEARED GEORGE E MILLER TO ME WELL KNOWN TO ME TO BE THE PERSON DESCRIBED IN AND WHO EXECUTED THAT GEORGE E MILLER EXECUTED SAID INSTRUMENT FOR THE PURPOSES THEREIN EXPRESSED. WITNESS MY HAND AND OFFICIAL SEAL, THIS 16 DAY OF MAY 2005. NOTARY PUBLIC STATE OF FLORI6A PAMELA A . MCELROV Notary Publico State 01 Fl rids My comm. exp. Comm. No. DD V691 }' STAT OF FLORIDA DEPARTMENT OF FINANCIAL SERVICES DIVISION OF STATE 1+IRE MARSHAL TALLAHASSEE, FLORIDA CERTIFICATE OF COMPETENCY THIS CERTIFIES THAT: GEORGE E MILLER 10255 FORTUNE PARKWAY BUILDING 500 SUITE 120 JACKSONVILLE, FL 32256 - BUSINESS ORGANIZATION: SIMPLEX GRINNELL LP CONTRACTOR 11 IS LIMITED TO THE EXECUTION OF CONTRACTS REQUIRING THE ABILITY TO LAYOUT, FABRICATE, INSTALL, INSPECT, ALTER, OR SERVICE WATER SPRINKLER SYSTEMS, WATER SPRAY SYSTEMS, FOAM -WATER SPRINKLER SYSTEMS, FOAM -WATER SPRAY SYSTEMS, STANDPIPES, COMBINATION STANDPIPES AND SPRINKLER RISERS, ALL PIPING THAT IS AN INTEGRAL PART OF THE SYSTEM BEGINNING AT THE POINT OF SERVICE, SPRINKLER TANK I IEATERS, AIR LINES, THERMAL SYSTEMS USED IN CONNECTION WITH SPRINKLERS, AND TANKS AND PUMPS CONNECTED THERETO, EXCLUDING PRE-ENGINEERED SYSTEMS. 07 0! 12006 1 07 1 16 1 Duval Issue Date ITypelClassl County 60476500012001 License/Permit Number Chief Financial Officer 7626340001 150.00 06 30 2008 Application N I Taxcs & Fccs Expire Date Earl K Wood, Tax Collector Occupational License Orange Comity Florid hi Ilcen is it) a04 I! t;oII :,I an(If u i, it >-! of ,)rty 01wt ,„, ease lugwled by I t ,jI'u t • ii If af ti o, t k Soli f,l ft”, ri.quletitn :if i I)-rWh ar,t , tority t , slid !cnl OUtobe, ff a rt 3r I to Elbe, 3o'�r,-,oi Delioquant,penait1v is added :October 1. `ORIGINAL'"' 2006 EXPIRFS 9130!2007 3 t a'.Ff �" t lJei?JA�FI E t�'Oh;Tf $"'Zb 00 100 E M P L Yc_F-, 1 y � 5"eipCiFNro��f i fif PCX EGNR7iN iNNt + F# t Lel4 I AL I AX $225:0 + ¢A JPIRFVOUSLY PA!D $0.00 k �OX 3042 r iADJC ar)3$�1 ON FQ334 „ ANTzMiI AEtOUALIFIf: .r �'�G.N "� 'i�nr..�R a'. ?' � .darn �,+i�' r¢a.• .� �^F ; H A,j.&� 9 -4'� F s !f ; GK `t3u.ti w�N-x o'O� :.GARM,.,.{ > , . f.:.�As.K..'". " Vis. .- .:R:i.. iy;_i• .. - _ ,.a'...:.��.�s.., This form becomes a receipt when validated by the Tax Collector. /"`fad i3�{S _ �� l✓� s` �s, r r mga�x� '' r �`y fO1AL TAX PREVIOUSLY AID 0 k y r T0TAL.DUF F ry v r M %� '. ; `3701 N JOHN YOUNG PY #110 �� t A - ORLANDO 32804 ; t4 4¢e'5.."it�51•�� 1 ,}�, �j`,ryryy�r♦,� '¢�1 Ilii?? i .+Ct r '�Y ,�R Y E. 1X 3Cti1� I TON Fl_�343> 7342 f�T NAN M 0AHEI, PRC5117CN" q_ llWOO 12.4E P, 114,, l� r r r vil l;[J: uQ { uv53ty This form becomes a receipt when validated by the Tax Collector. i P� I , "L C CE RTIFICATE NUMBER 309622 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER OTHER THAN THOSE PROVIDED IN THE POLICY. THIS PRODUCER" CERTIFICATE DOES NOT AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE Marsh, Inc. POLICIES DESCRIBED HEREIN. 1166 Avenue of the Americas COMPANIES AFFORDING COVERAGE New York, NY 10036 COMPANY A: Al South Insurance Co. Telephone (212) 3455000 COMPANY S: American Hoare Assurance Co. INSURED COMPANY C: Illinois National Insurance Co. SlmplexGrinneli, LP 3701 N. JOHN YOUNG PARKWAY COMPANY D: Insurance Company of the State of PA COMPANY E: National Union Fire Insurance Co. ORLANDO, FL 32804 COMPANY F: New Hampshire Ins. Co. COMPANY G: New York Marine & General Insurance Co. (Lead) United States COMPANY H: Noetic S ecial ` InsuraM2 Com an THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE DESCRIBED HEREIN HAVE BEEN ISSUED TO THE INSURED NAMED HEREIN FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIRMENTS, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THE CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES LISTED HEREIN IS SUBJECT TO ALL THE TERMS, CONDMONS AND EXCLUSIONS OF SUCH POLICIES. AGGREGATE LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. CO TYPE OF INSURANCE POLICY NUMBER POLICY EFFECTIVE POLICY EXPIRATION LIMITS LTR DATE (MWDDAII DATE (MM/DD/YY) B GENERALLtABILrry RMGL5759120 10/1/2006 10/112007 GENERAL AGGREGATE $15,000,000.00 X COMMERCIAL GENERAL LIABILITY PRODUCTS-COMP/OP AGO $15,000,000.00 CLAIMS MADE L" I OCCUR PERSONAL & ADV INJURY $7,500,000.00 OWNER'S & CONTRACTOR'S PROT EACH OCCURRENCE $7,500,000.00 FIRE DAMAGE (Any one fire) $1,000,000.00 MED EXP (Any one person) $10,000.00 Q AUTOMOBILE LIABILITY RMCA5836450 (TX) 10/1/2006 10/1/2007 COMBINED SINGLE LIMIT $7,500,000,00 8 X ANY AUTO RMCA 5836479 (VA) 10/1/2006 10/1/2007 B B ALLOWED AUTOS RMCA 5836481 (MA) RMCA 5836482 (AOS) 10/1/2006 10/1/2006 10/1/2007 10/1/2007 BODILY INJURY (Per person) SCHEDULED AUTOS BODILY INJURY (Per accident) X HIRED AUTOS X NON-OWNED Amos PROPERTY DAMAGE PROPERTY EXCESS LIABILITY EACH OCCURRENCE UMBRELLA FORM AGGREGATE OTHER THAN UMBRELLA FORM g C A E WORi�IIERS COMPENSATION AND EMPLOYERS' LIABILITY THE PROPRIETOR/ PARTNERS/EXECUTIVE INCL SEE PAGE TWO SEE PAGE TWO SEE PAGE TWO X °T EL EACH ACCIDENT $2,000,000,00 EL DISEASE-POLICY LIMIT $2,000,000,00 F OFFICERS ARE: EXCL EL DISEASE-EACH EMPLOYEE $2.000.000.00 OTHER DESCRIPTION OF OPERATIONS/LOCATIONSNE'HICLESISPECIAL ITEMS see page 2 for additional insureds and any additional language. yPlease CI},' Of SanfOfd Bid . De t. `' 9 p 300 N. Park Ave. SHOULD ANY OF THE POLICIES DESCRIBED HEREIN BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, THE INSURER AFFORDING COVERAGE WILL ENDEAVOR TO MAIL 7a DAYs WRrrTEN NOTICE TO THE crRriFICATE HOLDER NAMED HEREIN, BUT FAILURE TO MNL SUCH NOTICE SHALL IMPOSE NO PaUGATION OR LIABILITY OF ANY KIND UPON Sanford, Fl, 32771 THE INSURER AFFORDING COVERAGE. ITS AGENTS OR REPRESENTATIVES. OR THE ISSUER OF THIS CERTIFICATE. MARSH USA INC. BY: /� - w' Katherine O'Leary, Casualty Program J��, Akom, "JAi�at/ 't0i'S1.200 .l i 1 t PRODUCER Marsh, Inc. 1166 Avenue of the Americas New York, NY 10036 Telephone (212) 345-5000 INSURED SimplexGrinnell, LP 3701 N. JOHN YOUNG PARKWAY ORLANDO, FL 32804 United States COMPANY I: White Mountain Insurance Co. CERTFCATE NUMBER 309622 WORKERS COMPENSATION POLICIES Carrier Policy Number Eff. Date Exp. Date State (B) American Home Assurance Co. RMWC 2920280 10/1/2006 10/1/2007 CA (B) American Home Assurance Co. RMWC 2920292 10/1/2006 10/1/2007 AK,AL,A2,CO,CT,DC,HI,IA,ID,IN,K3,RY,LA,MD,ME,MN,MO,MS,MT,NC,NE,NH,NM,OK,RI,SC,SD,TX,UT,VT (C) Illinois National Insurance Co. R14WC 2920289 10/1/2006 10/1/2007 MI (B) American Home Assurance Co. RMWC 2920287 10/1/2006 10/1/2007 FL (B) American Home Assurance Co. RMWC 2920290 10/1/2006 10/1/2007 NJ (A) AI South Insurance Co. RMWC 2920281 10/1/2006 10/1/2007 GA (E) National Union Fire Insurance Co. RMWC 2920283 10/1/2006 10/1/2007 NV (C) Illinois National Insurance Co. RMWC 2920286 10/1/2006 10/1/2007 IL (B) American Home Assurance Co. RMWC 2920291 10/1/2006 10/1/2007 PA (B) American Home Assurance Co. RMWC 2920285 10/1/2006 10/1/2007 DE (F) New Hampshire Ins. Co. RMWC 2920282 10/1/2006 10/1/2007 NY,WI (E) National Union Fire Insurance Co. RMWC 2920284 10/1/2006 10/1/2007 OR (D) Insurance Company of the State of PA RMWC 2920288 10/1/2006 10/1/2007 AR,MA,TN,VA LIABILITY PROGRAM Certificate holder is added as an additional insured for General Liability, but only to the extent of the Named Insured's negligence. Additional Insureds: City Of Sanford Bldg. Dept. Project: All Projects If there is a question regarding this certificate please contact Ellen Harris (Email: eharris@tycoint.com Phone: 407-235-1100) City Of Sanford Bldg. Dept. 300 N. Park Ave. Sanford, FI, 32771 SIMPLEX GRINNELL 3701 N. JOHN YOUNG PKWY ORLANDO,FL 32804 HYDRAULIC CALCULATIONS FOR VICTORIA SECRETS 167 TOWN CENTER CIR DATE: JUN 21, 2007 -DESIGN DATA - OCCUPANCY CLASSIFICATION: ORDINARY HAZARD GR -1 DENSITY: .20 gpm/sq. ft. AREA OF APPLICATION: 1500 sq. ft. COVERAGE PER SPRINKLER: 74 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 27 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 554.3 gpm TOTAL WATER REQUIRED (including hose): 804.3 gpm FLOW AND PRESSURE (@ BOR): 554.3 gpm @ 44.5 psi SPRINKLER ORIFICE SIZE: inch NAME OF CONTRACTOR: SIMPLEXGRINNELL DESIGN/LAYOUT BY: RYAN FUNK AUTHORITY HAVING JURISDICTION: CITY OF SANFORD CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 4902113206) HRS SYSTEMS, INC. TUCKER, GA 30084 JAMES M. CURTIS #37912 8 - 9 -7 11 X 35 -1196 U 1 7 29775 BAYHEAD RD. DADE CITY, FL 33523 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG (PSI) (PSI) (GPM) (PSI) (GPM) (PSI) SOURCE 55.0 51.0 919.0 51.9 804.3 44.5 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 804.3 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 554.3 GPM NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) 1 8.0 K= 5.60 8.2 16.0 74.0 0.200 0.217 2 12.0 K= 5.60 7.0 14.8 74.0 0.200 0.200 3 8.0 K= 5.60 9.5 17.3 74.0 0.200 0.234 4 12.0 K= 5.60 8.4 16.3 74.0 0.200 0.220 5 12.0 K= 5.60 10.9 18.5 74.0 0.200 0.250 6 8.0 K= 5.60 11.9 19.3 74.0 0.200 0.261 7 12.0 K= 5.60 14.7 21.4 74.0 0.200 0.290 8 8.0 K= 5.60 19.6 24.8 74.0 0.200 0.335 9 12.0 K= 5.60 14.2 21.1 74.0 0.200 0.285 10 12.0 K= 5.60 14.7 21.5 74.0 0.200 0.290 11 12.0 K= 5.60 15.9 22.3 74.0 0.200 0.302 12 12.0 K= 5.60 17.5 23.4 74.0 0.200 0.316 13 12.0 K= 5.60 18.2 23.9 74.0 0.200 0.322 14 12.0 K= 5.60 18.2 23.9 74.0 0.200 0.322 15 8.0 K= 5.60 13.8 20.8 74.0 0.200 0.281 16 12.0 K= 5.60 12.6 19.9 74.0 0.200 0.268 17 12.0 K= 5.60 12.4 19.8 74.0 0.200 0.267 18 12.0 K= 5.60 16.1 22.4 74.0 0.200 0.303 19 8.0 K= 5.60 9.9 17.6 74.0 0.200 0.238 20 8.0 K= 5.60 9.6 17.3 74.0 0.200 0.234 21 8.0 K= 5.60 12.8 20.0 74.0 0.200 0.271 22 12.0 K= 5.60 12.3 19.6 74.0 0.200 0.265 23 12.0 K= 5.60 15.2 21.8 74.0 0.200 0.295 24 12.0 K= 5.60 16.2 22.5 74.0 0.200 0.304 25 12.0 K= 5.60 17.5 23.4 74.0 0.200 0.316 26 12.0 K= 5.60 15.1 21.8 74.0 0.200 0.295 27 12.0 K= 5.60 16.6 22.8 74.0 0.200 0.308 A 14.0 - - - - 7.4 - - - - - - - - - - - - B 14.0 - - - - 9.4 - - - - - - - - - - - - C 14.0 - - - - 12.4 - - - - - - - - - - - - D 14.0 - - - - 15.7 - - - - - - - - - - - - E 14.0 - - - - 20.4 - - - - - - - - - - - - F 14.0 - - - - 26.5 - - - - - - - - - - - - G 14.0 - - - - 15.0 - - - - - - - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS NODE ANALYSIS DATA DENSITY NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE AREA REQ. ACT. (FT) (PSI) (GPM) (FT^2) (GPM/FT^2) H 14.0 - - - - 16.0 - - - - - - - - - - - - I 14.0 - - - - 17.4 - - - - - - - - - - - - J 14.0 - - - - 18.8 - - - - - - - - - - - - K 14.0 - - - - 21.3 - - - - - - - - - L 14.0 - - - - 26.5 - - - - - - - - - - - - M 14.0 - - - - 13.3 - - - - - - - - - - - - N 14.0 - - - - 14.1 - - - - - - - - - - - - 0 14.0 - - - - 17.3 - - - - - - - - - - - - P 14.0 - - - - 19.7 - - - - - - - - - - - - Q 14.0 - - - - 9.3 - - - - - - - - - R 14.0 - - - - 13.7 - - - - - - - - - - - - S 14.0 - - - - 15.6 - - - - - - - T 14.0 - - - - 17.3 - - - - - - - - - - -, - U 14.0 - - - - 18.6 - - - - - - - - - - - - V 14.0 - - - - 19.9 - - - - - - - - - - - - W 14.0 - - - - 15.8 - - - - - - - - - - - - X 14.0 - - - - 17.6 - - - - - - - - - - - - Y 14.0 - - - - 20.9 - - - - - - - - - - - - Z 14.0 - - - - 27.3 - - - - - - - - - - - - AA 14.0 - - - - 36.9 - - - - - - - - - - - - TOP 14.0 - - - - 37.2 - - - - - - - - - - BOR 0.0 - - - - 44.1 - - - - - - - - - - - - SOURCE 0.0 SOURCE 44.5 554.3 - - - - - - - - - SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS 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 16.0 1.049 PL 10.00 PF 1.8 A 14.0 0.0 7.4 0.0 6.0 120 FTG 3ET PE 2.6 1 8.0 5.6 8.2 16.0 0.086 TL 21.00 PV Pipe: 2 14.8 1.049 PL 6.33 PF 1.3 A 14.0 0.0 7.4 0.0 5.5 120 FTG 3ET PE 0.9 2 12.0 5.6 7.0 14.8 0.075 TL 17.33 PV Pipe: 3 -30.8 1.049 PL 6.83 PF 2.0 A' 14.0 0.0 7.4 0.0 11.4 120 FTG ---- PE 0.0 B 14.0 0.0 9.4 0.0 0.290 TL 6.83 PV Pipe: 4 17.3 1.049 PL 10.58 PF 2.4 B 14.0 0.0 9.4 0.0 6.4 120 FTG 2E2T PE 2.6 3 8.0 5.6 9.5 17.3 0.099 TL 24.58 PV Pipe: 5 16.3 1.049 PL 6.33 PF 1.8 B 14.0 0.0 9.4 0.0 6.0 120 FTG 2E2T PE 0.9 4 12.0 5.6 8.4 16.3 0.089 TL 20.33 PV Pipe: 6 -64.4 1.380 PL 10.00 PF 3.0 B 14.0 0.0 9.4 0.0 13.8 120 FTG ---- PE 0.0 C 14.0 0.0 12.4 0.0 0.298 TL 10.00 PV Pipe: 7 18.5 1.049 PL 6.33 PF 2.3 C 14.0 0.0 12.4 0.0 6.9 120 FTG 2E2T PE 0.9 5 12.0 5.6 10.9 18.5 0.113 TL 20.33 PV Pipe: 8 19.3 1.049 PL 11.58 PF 3.1 C 14.0 0.0 12.4 0.0 7.2 120 FTG 2E2T PE 2:6 6 8.0 5.6 11.9 19.3 0.122 TL 25.58 PV Pipe: 9 -102.2 1.610 PL 10.00 PF 3.3 C 14.0 0.0 12.4 0.0 16.1 120 FTG ---- PE 0.0 D 14.0 0.0 15.7 0.0 0.330 TL 10.00 PV Pipe: 10 21.4 1.049 PL 3.67 PF 1.9 D 14.0 0.0 15.7 0.0 8.0 120 FTG 2ET PE 0.9 7 12.0 5.6 14.7 21.4 0.148 TL 12.67 PV Pipe: 11 -123.7 1.610 PL 10.00 PF 4.7 D 14.0 0.0 15.7 0.0 19.5 120 FTG ---- PE 0.0 E 14.0 0.0 20.4 0.0 0.470 TL 10.00 PV Pipe: 12 24.8 1.049 PL 8.58 PF 3.4 E 14.0 0.0 20.4 0.0 9.2 120 FTG 2ET PE 2.6 8 8.0 5.6 19.6 24.8 0.193 TL 17.58 PV Pipe: 13 -148.4 1.610 PL 1.25 PF 6.1 E 14.0 0.0 20.4 0.0 23.4 120 FTG T PE 0.0 F 14.0 0.0 26.5 0.0 0.659 TL 9.25 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS 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 21.1 1.049 PL 5.42 PF 1.6 G 14.0 0.0 15.0 0.0 7.8 120 FTG 3E PE 0.9 9 12.0 5.6 14.2 21.1 0.144 TL 11.42 PV Pipe: 15 -21.1 1.049 PL 6.83 PF 1.0 G 14.0 0.0 15.0 0.0 7.8 120 FTG ---- PE 0.0 H 14.0 0.0 16.0 0.0 0.144 TL 6.83 PV Pipe: 16 21.5 1.049 PL 5.50 PF 2.2 H 14.0 0.0 16.0 0.0 8.0 120 FTG 2ET PE 0.9 10 12.0 5.6 14.7 21.5 0.148 TL 14.50 PV Pipe: 17 -42.6 1.380 PL 10.00 PF 1.4 H 14.0 0.0 16.0 0.0 9.1 120 FTG ---- PE 0.0 I 14.0 0.0 17.4 0.0 0.139 TL 10.00 PV Pipe: 18 22.3 1.049 PL 5.50 PF 2.3 I 14.0 0.0 17.4 0.0 8.3 120 FTG 2ET PE 0.9 11 12.0 5.6 15.9 22.3 0.160 TL 14.50 PV Pipe: 19 -65.0 1.610 PL 10.00 PF 1.4 I 14.0 0.0 17.4 0.0 10.2 120 FTG ---- PE 0.0 J 14.0 0.0 18.8 0.0 0.143 TL 10.00 PV Pipe: 20 23.4 1.049 PL 3.58 PF 2.2 J 14.0 0.0 18.8 0.0 8.7 120 FTG 2ET PE 0.9 12 12.0 5.6 17.5 23.4 0.174 TL 12.58 PV Pipe: 21 -88.4 1.610 PL 10.00 PF 2.5 J 14.0 0.0 18.8 0.0 13.9 120 FTG ---- PE 0.0 ' K 14.0 0.0 21.3 0.0 0.252 TL 10.00 PV Pipe: 22 23.9 1.049 PL 8.42 PF 4.0 K 14.0 0.0 21.3 0.0 8.9 120 FTG 2E2T PE 0.9 13 12.0 5.6 18.2 23.9 0.180 TL 22.42 PV Pipe: 23 23.9 1.049 PL 8.42 PF 4.0 K 14.0 0.0 21.3 0.0 8.9 120 FTG 2E2T PE 0.9 14 12.0 5.6 18.2 23.9 0.180 TL 22.42 PV Pipe: 24 -136.1 1.610 PL 1.25 PF 5.2 K 14.0 0.0 21.3 0.0 21.4 120 FTG T PE 0.0 L 14.0 0.0 26.5 0.0 0.561 TL 9.25 PV Pipe: 25 20.8 1.049 PL 9.17 PF 2.1 M 14.0 0.0 13.3 0.0 7.7 120 FTG 3E PE 2.6 15 8.0 5.6 13.8 20.8 0.140 TL 15.17 PV Pipe: 26 -20.8 1.049 PL 6.17 PF 0.9 M 14.0 0.0 13.3 0.0 7.7 120 FTG ---- PE 0.0 N 14.0 0.0 14.1 0.0 0.140 TL 6.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 6 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS 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 19.9 1.049 PL 4.92 PF 2.4 N 14.0 0.0 14.1 0.0 7.4 120 FTG 2E2T PE 0.9 16 12.0 5.6 12.6 19.9 0.128 TL 18.92 PV Pipe: 28 19.8 1.049 PL 6.17 PF 2.6 N 14.0 0.0 14.1 0.0 7.3 120 FTG 2E2T PE 0.9 17 12.0 5.6 12.4 19.8 0.127 TL 20.17 PV Pipe: 29 -60.4 1.380 PL 12.00 PF 3.2 N 14.0 0.0 14.1 0.0 13.0 120 FTG ---- PE 0.0 0 14.0 0.0 17.3 0.0 0.264 TL 12.00 PV Pipe: 30 22.4 1.049 PL 4.17 PF 2.1 0 14.0 0.0 17.3 0.0 8.3 120 FTG 2ET PE 0.9 18 12.0 5.6 16.1 22.4 0.161 TL 13.17 PV Pipe: 31 -82.8 1.610 PL 2.58 PF 2.4 0 14.0 0.0 17.3 0.0 13.1 120 FTG T PE 0.0 P 14.0 0.0 19.7 0.0 0.224 TL 10.58 PV Pipe: 32 17.6 1.049 PL 8.25 PF 2.0 Q 14.0 0.0 9.3 0.0 6.5 120 FTG 3ET PE 2.6 19 8.0 5.6 9.9 17.6 0.103 TL 19.25 PV Pipe: 33 17.3 1.049 PL 12.50 PF 2.3 Q 14.0 0.0 9.3 0.0 6.4 120 FTG 3ET PE 2.6 20 8.0 5.6 9.6 17.3 0.100 TL 23.50 PV Pipe: 34 -35.0 1.049 PL 12.00 PF 4.4 Q 14.0 0.0 9.3 0.0 13.0 120 FTG ---- PE 0.0 R 14.0 0.0 13.7 0.0 0.365 TL 12.00 PV Pipe: 35 20.0 1.049 PL 12.83 PF 3.5 R 14.0 0.0 13.7 0.0 7.4 120 FTG 2E2T PE 2.6 21 8.0 5.6 12.8 20.0 0.130 TL 26.83 PV Pipe: 36 19.6 1.049 PL 3.92 PF 2.3 R 14.0 0.0 13.7 0.0 7.3 120 FTG 2E2T PE 0.9 22 12.0 5.6 12.3 19.6 0.126 TL 17.92 PV Pipe: 37 -74.6 1.380 PL 9.33 PF 6.0 R 14.0 0.0 13.7 0.0 16.0 120 FTG T PE 0.0 P 14.0 0.0 19.7 0.0 0.391 TL 15.33 PV Pipe: 38 21.8 1.049 PL 2.58 PF 1.3 S 14.0 0.0 15.6 0.0 8.1 120 FTG 3E PE 0.9 23 12.0 5.6 15.2 21.8 0.153 TL 8.58 PV Pipe: 39 -21.8 1.049 PL 10.92 PF 1.7 S 14.0 0.0 15.6 0.0 8.1 120 FTG ----- PE 0.0 T 14.0 0.0 17.3 0.0 0.153 TL 10.92 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 7 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS 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 22.5 1.049 PL 3.00 PF 1.9 T 14.0 0.0 17.3 0.0 8.4 120 FTG 2ET PE 0.9 24 12.0 5.6 16.2 22.5 0.162 TL 12.00 PV Pipe: 41 -44.3 1.380 PL 9.08 PF 1.4 T 14.0 0.0 17.3 0.0 9.5 120 FTG ---- PE 0.0 U 14.0 0.0 18.6 0.0 0.149 TL 9.08 PV Pipe: 42 23.4 1.049 PL 2.58 PF 2.0 U 14.0 0.0 18.6 0.0 8.7 120 FTG 2ET PE 0.9 25 12.0 5.6 17.5 23.4 0.174 TL 11.58 PV Pipe: 43 -67.7 1.610 PL 0.58 PF 1.3 U 14.0 0.0 18.6 0.0 10.7 120 FTG T PE 0.0 V 14.0 0.0 19.9 0.0 0.154 TL 8.58 PV Pipe: 44 21.8 1.049 PL 3.92 PF 1.5 w 14.0 0.0 15.8 0.0 8.1 120 FTG 3E PE 0.9 26 12.0 5.6 15.1 21.8 0.153 TL 9.92 PV Pipe: 45 -21.8 1.049 PL 12.00 PF 1.8 W 14.0 0.0 15.8 0.0 8.1 120 FTG ---- PE 0.0 X 14.0 0.0 17.6 0.0 0.153 TL 12.00 PV Pipe: 46 22.8 1.049 PL 2.58 PF 1.9 X 14.0 0.0 17.6 0.0 8.5 120 FTG 2ET PE 0.9 27 12.0 5.6 16.6 22.8 0.166 TL 11.58 PV Pipe: 47 -44.6 1.380 PL 9.33 PF 2.3 X 14.0 0.0 17.6 0.0 9.6 120 FTG T PE 0.0 V 14.0 0.0 19.9 0.0 0.151 TL 15.33 PV Pipe: 48 -112.3 2.635 PL 9.17 PF 0.9 V 14.0 0.0 19.9 0.0 6.6 120 FTG T PE 0.0 Y 14.0 0.0 20.9 0.0 0.036 TL 26.17 PV Pipe: 49 -157.5 2.635 PL 0.83 PF 1.2 P 14.0 0.0 19.7 0.0 9.3 120 FTG T PE 0.0 Y 14.0 0.0 20.9 0.0 0.067 TL 17.83 PV Pipe: 50 -269.8 2.635 PL 18.42 PF 6.4 Y 14.0 0.0 20.9 0.0 15.9 120 FTG T PE 0.0 Z 14.0 0.0 27.3 0.0 0.181 TL 35.42 PV Pipe: 51 -148.4 4.260 PL 10.00 PF 0.1 F 14.0 0.0 26.5 0.0 3.3 120 FTG ---- PE 0.0 L 14.0 0.0 26.5 0.0 0.006 TL 10.00 PV Pipe: 52 -284.5 4.260 PL 13.17 PF 0.8 L 14.0 0.0 26.5 0.0 6.4 120 FTG 2E PE 0.0 Z 14.0 0.0 27.3 0.0 0.019 TL 39.17 PV SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS 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 -554.3 4.260 PL 120.00 PF 9.6 Z 14.0 0.0 27.3 0.0 12.5 120 FTG T PE 0.0 AA 14.0 0.0 36.9 0.0 0.066 TL 146.00 PV Pipe: 54 -554.3 6.357 PL 35.00 PF 0.3 AA 14.0 0.0 36.9 0.0 5.6 120 FTG ---- PE 0.0 TOP 14.0 0.0 37.2 0.0 0.009 TL 35.00 PV Pipe: 55 -554.3 6.357 PL 14.00 PF 0.8 TOP 14.0 0.0 37.2 0.0 5.6 120 FTG ECB PE 6.1 BOR 0.0 0.0 44.1 0.0 0.009 TL 85.00 PV Pipe: 56 -554.3 7.980 PL 75.00 PF 0.4 BOR 0.0 0.0 44.1 0.0 3.6 150 FTG 3ET PE 0.0 SOURCE 0.0 SRCE 44.5 (N/A) 0.002 TL 209.00 PV NOTES: (1) Calculations were performed by the HASS 7.8 computer program under license no. 4902113206 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 0.002 gpm and a maximum imbalance at any node of 0.109 gpm. (3) Total pressure at each node is used in balancing the system. Maximum water velocity is 23.4 ft/sec at pipe 13. (4) 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 1.049 2.00 5.00 2.00 5.00 6.00 1.00 10.00 10.00 5.00 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 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS 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 26.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 35.00 38.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet (in) E T L C B G N Ell Tee LngEll ChkVly BfyVly GatVly NPTee 7.980 27.00 53.00 20.00 68.00 18.00 6.00 53.00 50.0 G A U G 40.0 E P R E 30.0 S S U R E 20.0 p S i 10.0 0.0 � WATER SUPPLY ANALYSIS Static: 55.00 psi Resid: 51.00 psi Flow: 919.0 gpm LEGEND/ 1-1 Available pressure 1 51.87 psi @ 804.3 gpm 1 Required pressure 2 44.52 psi @ 804.3 gpm_ A. Source Supply Curve B. System Demand Curve 2 ��y -14 .7 I I I I I I I I I 200 300 400 500 600 700 FLOW (GPM) 900 1000 O ` Cb �3 t�7 y .. H i-3 61 LTJ N C N H O n O y J O H to � t� 1-0 n �0 7� H CEJ z Ey r tTJ 7J �-C �7 CEJ 3 x --C 0 n�y i C x t� 'JJ H En n J > coz Cr H � n En H H O in H C!1 CEJ n t� H Cn y b na . LQ W ED C7 rzJ H O SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 11 DATE: 6/21/2007 C:\HASS78\VICTORIA SECRETS STC.SDF JOB TITLE: VICTORIA SECRETS WATER SUPPLY CURVE 60+ I I I I 51.0 psi0@ 919 gpm-> 50+ I Flow Test Point I I 45+ I X I I P 40+ R 1 E 1 S S 35+ U R 1 E 30+ ( I P S I 25+ I I l 20+ I I I 15+ I I 10+ LEGEND " I" X = Required Water Supply " 44.52 psi @ 804.3 gpm " 5+ " 1 0 = Available Water Supply " 1 I" 51.87 psi @ 804.3 gpm " 0++-+---+----+-----+ -+--------+--------+---------+-----------+ 200 300 400 500 600 700 800 900 1000 FLOW (GPM) CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES lo"I HONE # 407-302-2516 - FAX # 407-302.2526 DATE: PERMIT #: BUSINESS NAME / PROJECT: % G ADDRESS: S1 /i' �.� �.� }� c -45d PHONE NO.: FAX NO.:^ �! i// ,, CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ) . PLANS REVIE F. A. (} F.S. [ 1 HOOD ] PAINT BOOTH BURN PMMIT r - TENT PERMIT f TANK PERMIT. [ ] OTHER(',�( TOTAL FEES, S (PER UNIT SEE BELOW) Address / Blde. # / Unit # Square Footage Fees ver Bldg. / Unit 2. 3. _ 4. 5. 6. 7. 8. 9. 10. 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 will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Preve ivision Applicant's Signature