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Home My WebLink About107 Towne Center Blvd - 01-001261 (2001) (MICHAELS CRAFTS) DOCUMENTS INTERIOR REMODELI [ 0 PERMIT ADDRESS Center RLOO( CONTRACTOR ADDRESS 'mac 1, CA us P k l,) 4 k c)o Pf r-V , - -A v 1 r\ - „ - PHONE NUMBER 4 - j PROPERTY OWNER 0-6 ADDRESS - DDD &P-A Erald,, Aq PHONE NUMBER L4- 1 ELECTRICAL CONTRACTOR MECHANICAL CONTRACTOR im P-) u PLUMBING CONTRACTOR MiSCELLANEOUSCONTRACTOR PERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE SUBDIVISION PERMIT# '-r DATE S"13- 01 PERMIT DESCRIPTION , PERMIT VALUATION 3g® SQUARE FOOTAGE oZ 097 7 CITY OF SANFORD PERAUT APPLICATION Permit No.: 1 (o I ,, 11 Date: Job Address: I -i-ow N cet'JfiC_Y` MJ p. Parcel No.: Description of Work: Type of Construction: Attach Proof of Ownership & Legal Description) Valuation of Work: $ ?5ft , 060 Occupancy Type: M Resideriti: ZCommercial Num tof Stories: Number of Dwelling Units: U: Address Industrial Zoning: Total Square Footage: 'LFjOgi City: IV,&/ I KVA State: ML Phone No.: AfXG( • V50D NContractc Address: Fax No.: Zip: %5063 City: Pj 7 State: 11,4 Zip: ZYjZ& State License No.: e! 6 ro % 71 3 Phone No.: Fax No.: TV 'ua '07-36 _s Contact Person: s A > c 1 1_S n% Phone No.: so 4' Yn 9 Title Holder (If other tha Owner - M 0 6lJAVZ,1H'1 C4<— Address: 10150 fvrt/1 A rr L-.,7b G WA v5% 4coM 3DD F1, :50N D Bonding Company: Address: Mortgage Lender:_ Address: Architect: Address: 160 61 Application is hereby made to obtain a permieto do the work and installations as indicated. 1 certify that no work or installation has commenced prior to the issuance ofa 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 ofthe 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 ofthe requirements ofFlorida Lien Law, FS 713. I/2,74o Signatu a of /Agent Date Y -y Print/A ant' ame 16alol Signature of Notary State U.Fforida Date LORI ARMSTRONG NOMM Public, State of New* No.OIAR6044755 - Ouallfied In Putnam CountyOoofrnnteaionExpiresJuly1W20 Owner/Agent is Personally Known to Me or Produced ID aI Ai at of Cptractor get Date Print C6ntractor/Agent's Name 9ignnkatu&reZof Notary-Stat of orida Date MY COFA11SSION r'X 9218W s, EXPIRIS. Harch 23, 2004 rFOF F1 Corded TWU [ird of Haan Services C,o t r%Agent is Personally Known to Me or Produced ID U V c-- bt APPLICATION APPROVED BY: Z. Date: 3-- r..3 - u ( Special Conditions: O17T 4 t24 ao/ v v n n o _ 000 III March 9, 2001 City of Sandford Building Department 300 N. Park Avenue Sandford, FL 32772-1788 RE: Michaels #1578 111 Towne Center Boulevard Dear Sir or Madam: I, Thomas D. Eilerson, President of EDC, and holder of Florida Contractor's License #CGC057713, hereby aut r s Jay Jurgensen to sign any necessary paperwork to obtain the building permit for the above -re nced project in Sanford, Florida. OMAS D. EILERSON State of Virginia County of Chesterfield 6100113, 11n, The foregoing instrument was acknowledged before me -this day of March, 2001, by Thomas s EilErson. Notarylicy" Imy;commission expires: EDC 1001 Boulders Parkway o Suite 100 o Richmond, Virginia 23225 804.320.5555 o Fax 804.320.2353 0 www.EDCweb.com DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. O. BOX 1788 SANFORD, FL 32772-1788 6 97F w9y Project Name: Date: Owner/Contact Person: Phone: \ Address: ! l / 7JV-0 ( IVOMI PORT o,C 7af oTi6;9C Sf.(','c•< S=RCh.> Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4", 1", 2", etc.): REMARKS: 2) NON-RESIDENTIAL Type of Units (commercial, industrial, etc.): Total Number of Buildings: Number of Fixture Units each building): Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/4" i 1", 2", etc.) REMARKS: CONNECTION FEE CALCULATION: C 0 047 07. S' Z F. V. T9S- 74,q 0"?d74 V, 3764, /'CiP qc 7 A6-E Z 6 yS-o Name - Signature - Date. REVISED 'V, 2 0-/96 UHAINAt• L I-IXI UHL UNITS FOH FIXTURES ANO GROUPS Equivalent Residential Connection (ERC) - 300 Gallons Per Oay (GPO) residential - 650/Unit Single family structure, or multi -family unit containing three (3) bedrooms or more. 487.50/Unit Multi -family unit or Mobile Nome unit containing less than three (3) bedrooms. (This category is based on judgement/assumption, estimation that such family units on average require 754 - 125 GPO of the water and sever service of an average' single family unit.) Commercial - 650/ERU Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and -up -to -twenty (2) fixture units.. -" For projects having more than twenty (201 fixture units the Impact Fee will be determined by ,, , increments of 251 based on multiples of five (51 fixture units above the twenty (20) fixture Iunit base for the first ERU. (Example: twenty-five , 25) fixture units will be rated as 1.25 ertrr (- twenty-six (26) fixture units will be sated ss-:1.5 ERU.) 4 I 2) Sewer System Impact Fees t,Etltrivalent Residential Connections - 270 Gallons Per Day (GPO) Residential - 1700 Unit Single family structure, or multi -family unit containing three (3) bedrooms or more. 1275/Unit Multi -family unit or Mobile Home unit containinglessthanthree (3) bedrooms. (This category is based on judgement/assumption/estimation that such JNmily units on average require 751 of water and sewer service of an average single family unit.) Commercial - Industrial - Institutional 1700/ERU Fixture unit schedule from Southern Plumbing Code will be used. One ERU will be charged for connection and up to twenty (20) fixture units. For projects having more than twenty (20) fixture units the Impact Fee will be increments of 251 based on multiples of five (5) fixture units above the twenty (20) fixture unit base for the first ERU. (Example: twenty-five (25) fixture units will be rated as 1.25 ERU: twenty-six (261 fixture units will be rated as 1.5 ERU.) FIXTURE TYPE DRAINAGE FIXTURE UNIT VALUE AS LOAD FACTORS MINIMUM SIZE OF TRAP (Inches) Automatic clothes washers, commercial' 3 2 Automatic clothes washers, residential 2 2 Bathroom group consisting of water closet, lavatory, bidet and bathtub or shower 6 Bathiab '(with tir without overhead shower or whirlpool attachments) 2 1 /2 Bidet 2 I /4 Combination sink and tray 2 l /2 Dental lavatory 1 1 /4 Dental unit or cuspidor 1 1 /4 Dishwashing machine a domestic 2 I /2 Drinking fountain 2 v — 1114 Emergency floor drain 0 2 Floor drains 2 x Z =if 2 Kitchen sink, domestic 2 l /2 Kitchen sink, domestic with food waste grinder and/or dishwasher 2 1 /2 Laundry tray (1 or 2 compartments) 2 I /2 Lavatory 1 x J 1 /4 Shower compartment, domestic 2 2 Sink 2 X 1 — Z 1 /2 Urinal 4 w Footnote d Urinal. I gallon per flush or less 2e Footnote d Wash sink (circular or multiple) each set of faucets 2 l /2 Water closet, flushometer tank, public or private 4e Footnote d Water closet. private installation 4 Footnote d Water closet, public installation 6 .Y( _- J' 6 Footnote d For St: I inch = 25.4 mm. 1 gallon = 3.785 L. I For traps larger than 3 inches, use Table 709.2. aZ b A showerhead over a bathtub or whirlpool bathtub attachments does not increase the drainage fixture unit value. e See Sections 709.2 through 709.4 for methods of computing unit value of fixtures not listed in Table 709.1 or for rating of devices with intermittent flows. d Trap size shall be consistent with the fixture outlet size. c For the purpose of computing loads on building drains and sewers, water closets or urinals shall not be rated at a lower drainage fixture unit unless the lower values are confirmed by testing. TABLE 709.2 DRAINAGE FIXTURE UNITS FOR FIXTURE DRAINS OR TRAPS lFIXTUREDRAINORTRAPSIZE inches) DRAINAGE FIXTURE UNIT VALUE 11/4 1 11 /2 2 2 3 21/7 4 3 5 4 6 i Standard Plumbing Code01997 For SI: l inch = 25A mm. mkt; ,,.. _ . _•. x-: LETTER OF TRANSMITTAL DINC. 160 Stanley Court, Suite C Lawrenceville, GA 30045 6781377-2930 Fax 6781377-2932 City of Sanford 300 NIPark Avenue Sanford, FL 32771 Attn: Plan Review — 407/330-5656 Date: 1/26/01 Job No: 200094.00 Project: Michaels Sanford, FL We are sending you the following via: US Mail UPS ® Federal Express — Tracking # Copies Date Sheet No. Description 2 Current All ( ) Complete set of construction documents - Bluelines 1 Permit Application Remarks For your review and approval..... If enclosures are not as noted, kindly notify us at once. ARCHITECTURE By: Tracye Jones INTERIORS ILLUSTRATION Signed: DATE Z — Z 1- c7 k cLa ,-k BOB BOTT B00000848 CITY OF SANFORD PLANS REVIEW COMMENT SHEET PROJECT: ADDRESS: CONTRACTOR: OWNER: PLANS REVIEWED BY: Ao t e Ll'oAe `i(, .sne- No-k e- r PERSON NOTIFIED: - o• Ian DATE: Gc. 1{S PHONE: a^'° FAX: &-7J& 3-n - zw 3a (?, p Z-2v- o k NO ONE NOTIFIED: DATE RESPONSE RECEIVED: NCEEria •. D CITY OF SANFORD BUILDING DEPARTMENT SUBMITTAL REQUIREMENTS FOR COMMERCIAL BUILDING PERMIT 1. Two (2) complete sets of plans and drawings to scale and to include; 0 a. Site plan approved by Planning & Zoning and City Commission b. Boundary and building location survey C. Foundation plan d. Floor plan 0 1. Room or space identification 0 2. Indicate room dimensions 3. Specify door and window dimensions and types 0 4. Indicate tenant separation and fire resistant walls. Complete UL design noted. 0 e. Four (4) or more elevations including finish floor(s) elevations. f. Structure details -signed and sealed by engineer g. Architectural drawings signed and sealed by architect 0 h. Electrical drawings -signed and sealed by engineer, if over 600 amps i. Mechanical drawings -signed and sealed when 15 tons or more and/or 5, 000.00 j. Plumbing drawings -signed and sealed, shall comply to Florida Handicap Code. 0 2. Plans shall show: a. Square Footage b. Type of construction 0 c. Occupancy classification (group) d. Occupant load 0 e. Sprinklers, standpipes and alarm systems f. Fire protection requirements & NFPA requirements 0 g. Life safety Code 101 3. Three (3) sets of Florida Energy Forms 40OD-97 signed and sealed by architect or engineer. 0 4. Arbor permit when trees are to be removed from property. Contact the City Engineer for details regarding the Arbor Ordinance and permit. 0 5. Soil analysis may be included on site plan or foundation 6. Soil analysis and/or soil compaction report. If soils appear to be unstable or if structure to be built on fill, a report may be requested by the Building Official or his representative. 7. Utility Letters Required Inspections During and Upon Completion of Construction 1. Footer 2. Underground electrical, mechanical and plumbing 3. Foundation elevation survey 4. Slab 5. Lintels -tie beams -columns -cells 6. Rough electrical 7. Rough :nechan:cal 8. Rough plumbing 9. Tub Set 10. Framing 11. Frrewall 12. Tenant separation/firewall 13. Insulation, walls and/or ceilings 14. Electrical final, mechanical final, and plumbing final 15. Building final. 16. Other DATE SIGNATURE SANFORD FIRE. -DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, Fl. 32771 / P. O. Box 1788, Sanford, FI.32772 407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 Plans Review Sheet Date: 2/9/01 Business Address: I I I Towne Center Blvd. Occ. Ch. 25 Business Name: Michael's Craft Stores Ph. (972) 409-1300 Contractor: Ph. Reviewed [ ] Reviewed with comment [ X ] Rejected [ ] Reviewed by: H. A. "Pete" Tucker, Fire Protection Inspector Comment: Plans reviewed as Mercantile Occupancy. FD reserves right to require applicable code requirements if occupancy use changes. Sprinkler plans to be submitted for review, permitting, and inspections on existing system if renovation requires altering existing system. (Must meet NFPA 13) Existing system must be annually inspected and maintained by certified sprinkler contractor / company. Existing Fire Alarm plans to be submitted for review, permitting, and inspections if alterations are necessary to existing system. Alarm system must also meet current standards and be inspected and maintained by certified alarm contractor / company. If location already has a Knox Box, correct keys and emergency contact information will need to be placed in box. 1.1 Application — Interior Renovation, Type IV Const., 26,097 sq.ft. 1.2 Mixed — N/A 1.3 Special Definitions — N/N 1.4 Classification of Occupancy — Mercantile `B" 1.5 Classification of Hazard of Contents — Ordinary 1.6 Minimum Construction — N/R 2.2 Means of Egress Components — O.K. 2.3 Capacity of Egress — O.K. 2.4 Number of Exits — O.K. 2.5 Arrangement of Egress — O.K. 2.6 Travel Distance — O.K. 2.7 Discharge from Exits — O.K. 2.8 Illumination of Means of Egress — O.K.; will field verify 2.9 Emergency Lighting — O.K.; will field verify 2.10 Marking of Means of Egress — O.K.; will field verify SANFORD FIRE DEPARTMENT FIRE PREVENTION DIVISION 300 N. Park Ave., Sanford, FI.32771 / P. O. Box 1788, Sanford, Fl. 32772 407 302-1022 / FAX (407) 330-5677 Pager (407) 918-0388 2.11 Special Features — O.K. 3.1 Protection of Vertical Openings — N/N 3.2 Protection from Hazards — N/N 3.3 Interior Finish — Class "B" 3.4 Detection, Alarm and Communications Systems — as per NFPA 72 (See Comments) 3.5 Extinguishing Requirements — as per NFPA 10, will field verify (Only 4 noted on plans) 3.6 Corridors — N/A 4 Special Provisions 5 Building Services 5.1 Utilities — as per LSC 7-1 5.2 HVAC — as per LSC 7-2 5.3 Elevators, Escalators, Conveyors (4A-47) — N/A 5.4 Rubbish Chutes, Incinerators, and Laundry Chutes — N/A Sanford City Code — Chapter 9 Fire Sprinklers: Required; also see 3.5 above (See Comments) Monitoring: Required by a U.L. listed Central Station for all mandated fire sprinklered properties Other: NFPA 1 3-5.1 Fire Lanes — Required if building is more than 150' from street; exception: building has fire sprinkler system. 3-6.1 Key Box — Required; will field verify (If not existing already) (See Comments) 3-7.1 Bldg. Address Number Posted and Legible — Required; will field verify 2 CITY OF SANFORD MECHANICAL APPLICATION PERMIT NO. I (a l DATE: VA/Z 00 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANI AL E7QMENAME4OWNER'S S S w 7-7i ADDRESS OF JOB MECHANICAL CONTRACTOR:& -L4 RESIDENTIAL COMMERCIAL Subject to rules and regulations ofSanford Mechanical Code Valuation . Do a By Signing this application I am stating that I am in 96pbance with Ci ofSanfo Mechanical Code. Applicant Sipature Ana (1-3 5 Sy States LleeoseN CITY OF 3ANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 I DATE: 3/-A PERMIT #: I BUSINESS NAME / PROJECT: 27) c11A it L S /U• FLA• —,A ' Pyt ADDRESS: 0 L V V3 . 3P6 PHONE NO.: 7 - FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [ J F. A. [ ] F.S. [-' HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ ] TOTAL FEES: S "5- ip (PER UNIT SEE BELOW) COMMENTS: h Address / Bldpz. # / Unit # Square Footage Fees per Bldg / Unit 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. 11. 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FI. 32771 Phone # -407- 330-5656. Proof of Payment must be made to Fire Prevention division before any further services can take place. I certify that the above is true and correct and that I will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division ' Applicant's Signature CITY OF SANFORD PERNUT APPLICATION Permit No.: ®/ ` /c3 /p Date: 3 " Z 3 — 01 Job Address: /it Vtr{Ai '; J7 ,.1% Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: F14F 14V1Z1 ete_< /PE_P00V1AT/0^) --7ewar / Ageocp J; Type of Construction: C &S Flood Zone: Valuation of Work: $ 7 Fb o Occupancy Type: Residential mmercial Industrial Number of Storiesi,,, 1 Number of Dwelling Units: Zoning: Total Square Footage: Owner: M ) r Address: City: State: Phone No.: Fax No.: Contractor: 1Ft o& i 64 Address: Zip: City: 64icc- zAiaeo State: Zip: Z71 State License No.: 767 79F000l oo Phone No.: 3 Ro Z27' o ? i ¢ Fax No.: 3 F G — Z ZF- Z 4 7_ % Contact Person: )?_J) &- .? 7r"0 M^D--J Phone No.: Aft -Silt5&- Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender: Address: Architect: Address: Phone No.: 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 alllaws 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 theforegoing 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 thiscounty, and there may be additional permits required from other governmental entities such as water management districts, state agencies, or federal agencies. Acceptance of permit is verification that 1 will notify the owner of the property of therequirements of Florida Lien Law, FS 713. Signature of Owner/Agent Print Owner/Agent's Name Date Signature of Notary -State of Florida Date Owner/ Agent is _ Produced ID 3^ 3 _o r ignature ontr for/Agent Date Tna BEAer -r"0 , 6 o,J JArinkContractor/ Agent's Name Si ture of Notary -State of Fl ida Date o y 0°--- JO ANN M. JOHNSON c, MY COMMISSION # CC 921808 INV- EXPIRES: !larch 23, 20a7 Eor,,. c bondeo Th,u BudgetNotary Services C -' t Agent is Personally Known to Me or v J Produced ID Ubt --T-51 Z7( 6jO(ao APPLICATION APPROVED BY: Personally Known to Me or Date: 3— a 6 - o l Special Conditions: 2 HYDRAULIC CALCULATIONS FOR MICHAEL'S CRAFTS SANFORD,.FL. FRAME ROOM DESIGN DATA - OCCUPANCY CLASSIFICATION: ORD. HAZARD II DENSITY: .2 gpm/sf AREA OF -APPLICATION: 1500 sq ft: COVERAGE PER SPRINKLER: 96 - 130 sq. ft. NUMBER OF SPRINKLERS CALCULATED: 15 heads TOTAL SPRINKLER WATER FLOW REQUIRED: 395.9 gpm TOTAL WATER REQUIRED (including hose): 645.9 gpm FLOW & PRESSURE (at base of riser): 395.9 gpm @ 30.4 psi SPRINKLER ORIFICE SIZE4 17732"*- inch AUTHORITY HAVING JURISDICTION: FIRE MARSHAL INSTALLING CONTRACTOR: NORTH FLORIDA FIRE PROTECTION, INC. LAKE HELEN, FL. 386-228-0994 t SPRINKLER SYSTEM HYDRAULIC ANALYSIS Date: 03/22/2001 JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. WATER SUPPLY DATA SOURCE STATIC RESID... FLOW AVAIL..:. TOTAL. NODE PRESS. PRESS. PRESS. @ DEMAND TAG PSI) PSI) GPM) PSI) GPM) SRC 72.0 52.0 1196.0 65.6 645.9 AGGREGATE FLOW ANALYSIS: Page 1 MIKESANF.SDF REQ'D PRESS. PSI) 36.7 TOTAL FLOW AT SOURCE 645.9 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 250.0 GPM OTHER HOSE STREAM ALLOWANCES 0.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 395.9 GPM NODE ANALYSIS DATA NODE TAG ELEVATION --NODE TYPE. PRESSURE DISCHARGE FT) PSI) GPM) 1 9.0 K= 8.00 10.2 25.6 2 9.0 K= 8.00 10.3 25.6 3 9.0 K= 8.00 10.4 25.8 4 9.0 K= 8.00 10.9 26.4 5 9.0 K= 8.00 11.6 27.3 6 9.0 K= 8.00 10.3 25.7 7 9.0 K= 8.00 10.4 25.8 8 9.0 K= 8.00 10.5 26.0 9.. 9.0 K= 8.00 11.0 26.5 10 9.0 K= 8.00 11.7 27.4 11 9.0 K= 8.00 10.7 26.2 12 9.0 K= 8.00 10.8 26.3 13 9.0 K= 8.00 10.9 26.4 14 9.0 K= 8.00 11.4 27.0 1.5 ....._._...._. 9 ,.p ._.,:......... K= 8. 00 12. 2' 27.9 16... 9.0 15.7..:. 17 9.0 15.8 18 9.0 16.4 41 23.0 19.5 42 23.0 19.5 43 23.0 19.5 44 23.0 19.5 45 23.0 19.5 46 23.0 19.5 47 23.0 19.5 48 23.0 19.5 49 23.0 19.6 50 23.0 19.6 51 23.0 19.6 52 23.0 19.6 53 23.0 19.7 54 23.0 19.8 19.9 56..... 23.0 2'0.0..:. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 03/22/2001 MIKESANF.SDF JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) (GPM) 57 23.0 20.2 - - - 58 23.0 20.5 - - - 61 23.0 19.4 - - - 62 23.0 19.4 63. 23.0 19.4 ,. - - - 64 23.0 19.3 - - - 65 23.0 19.3 - - - 66 23.0 19.3 - - - 67 23.0 19.3 - - - 68 23.0 19.3 - - - 69 23.0 19.2 - - - 70 23.0 19.2 - - - 71 23.0 19.1 - - - 72 23.0 18.9 - - - 73 23.0 18.7 - - - 7.4 23.0 18.5 - - - 75 23.0 18.1 - - - 76 23.0 17.6 - - - 77 23.0 16.8 - - - 78 23.0 15.8 - - - TR 23.0 20.9 - - - 30.4 _.._ DO. 2.0 30.7.... - .- - DI 2.0 35.7 - - - SRC 0.0 SOURCE 36.7 395.9 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 03/22/2001 MIKESANF.SDF JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. 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) F.L./FT PSI) Pipe: 1 25.6 2.227 PL 8.00 PF 0.0 1 9.0 8.0 10.2 25.6 2.1 120 FTG PE 0.0 2 9. 0......8.•A 10.3 25.6 0 . 005 TL 8.00 PV 0 . 0 Pipe: 2 51.2 2.227 PL 8.00 PF 0.2 2 9.0 8.0 10.3 25.6 4.2 120 FTG PE 0.0 3 9.0 8.0 10.4 25.8 0.019 TL 8.00 PV 0.1 Pipe: 3 77.1 2.227 PL 11.00 PF 0.4 3 9.0 8.0 10.4 25.8 6.3 120 FTG PE 0.0 4 9.0 8.0 10.9 26.4 0.040 TL 11.00 PV 0.3 Pipe: 4 103.4 2.227 PL 10.75 PF 0.7 4 9.0 8.0 10.9 26.4 8.5 120 FTG PE 0.0 5 9.0 8:0 11.6 27.3 0.070 TL 10.75 PV 0.5 Pipe: 5 130.7 2.227 PL 26.00 PF 4.1 5 9.0 8.0 11.6 27.3 10.8 120 FTG T PE 0.0 16 9.0 0.0 15.7 0.0 0.107 TL 38.00 PV 0.8 Pipe:••6 25.7 2.227 PL 8.00 PF 0.0 6 9.0 8.0 10:3 25--.-7 2.1 , 120 FTG PE 0.0 7 9.0 8.0 10.4 25.8 0.005 TL 8.00 PV 0.0 Pipe: 7 51.5 2.227 PL 8.00 PF 0.2 7 9.0 8.0 10.4 25.8 4.2 120 FTG PE 0.0 8 9.0 8.0 10.5 26.0 0.019 TL 8.00 PV 0.1 Pipe: 8 77.5 2.227 PL 11.00 PF 0.4 8 9.0 8.0 10.5 26.0 6.4 120 FTG PE 0.0 9 9.0 8.0 11.0 26.5 0.041 TL 11.00 PV 0.3 Pipe: 9 104.0 2.227 PL 10.75 PF 0.8 9 9.0 8.0 11.0 26.5 8.6 120 FTG PE 0.0 10 9.0 8.0 11.7 27.4 0.070 TL 10.75 PV 0.5 Pipe: 10 131.4 2.227 PL 26.00 PF 4.1 10 9.0 8.0 11.7 27.4 10.8 120 FTG T PE 0.0 17 9•.-0-- 0.-0- 15'.8 0.0 0.108 TL 38.00 PV 0.8 Pipe: 11 26.2 2.227 PL 8.00 PF 0.0 11 9.0 8.0 10.7 26.2 2.2 120 FTG PE 0.0 12 9.0 8.0 10.8 26.3 0.005 TL 8.00 PV 0.0 Pipe: 12 52.5 2.227 PL 8.00 PF 0.2 12 9.0 8.0 10.8 26.3 4.3 120 FTG PE 0.0 13 9.0 8.0 10.9 26.4 0.020 TL 8.00 PV 0.1 Pipe: 13 78.9 2.227 PL 11.00 PF 0.5 13 9.0 8.0 10.9 26.4 6.5 120 FTG PE 0.0 14 9.0 8.0 11.4 27.0 0.042 TL 11.00 PV 0.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 03/22/2001 MIKESANF.SDF JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 14 105.9 2.227 PL 10.75 PF 0.8 14 9.0 8.0 11.4 27.0 8.7 120 FTG PE 0.0 15 9.0 8.0 12.2 27.9 0.073 TL 10.75 PV 0.5 Pipe: 15- 133 . 8 2.227 PL 26. 00 PF 4.3 15 9.0 8.0 12: 2 27-•. 9 11. 0• 120 FTG T , PE 0.0 18 9.0 0.0 16.4 0.0 0.112 TL 38.00 PV 0.8 Pipe: 16 130.7 3.340 PL 10.16 PF 0.2 16 9.0 0.0 15.7 0.0 4.8 120 FTG PE 0.0 17 9.0 0.0 15.8 0.0 0.015 TL 10.16 PV 0.2 Pipe: 17 262.1 3.340 PL 10.84 PF 0.6 17 9.0 0.0 15.8 0.0 9.6 120 FTG PE 0.0 18 9.0 0.0 16.4 0.0 0.054 TL 10.84 PV 0.6 Pipe: 18 395.9 3.340 PL 26.00 PF 5.4 18 9.0 0.0 16.4 0.0 14.5 120 FTG 3L PE 6.1 78 23.0 0.0 15.8 0.0 0.116 TL 47.00 PV 1.4 Pipe: 19 6.6 3.260 PL 11.00 PF 0.0 61 23.0 0.0 19.4 0.0 0.3 120 FTG PE 0..0 62 23.0 0.-0 19".4 0.0 0.000 TL 11.00 PV 0.0 Pipe: 20 13.2 3.260 PL 11.00 PF 0.0 62 23.0 0.0 19.4 0.0 0.5 120 FTG PE 0.0 63 23.0 0.0 19.4 0.0 0.000 TL 11.00 PV 0.0 Pipe: 21 1 19.8 3.260 PL 11.00 PF 0.0 63 23.0 0.0 19.4 0.0 0.8 120 FTG PE 0.0 64 23.0 0.0 19.3 0.0 0.001 TL 11.00 PV 0.0 Pipe: 22 26.6 3.260 PL 11.00 PF 0.0 64 23.0 0.0 19.3 0.0 1.0 120 FTG PE 0.0 65 23.0 0.0 19.3 0.0 0.001 TL 11.00 PV 0.0 Pipe: 23 33.7 3.260 PL 11.00 PF 0.0 65 23.0 0.0 19.3 0.0 1.3 120 FTG PE 0.0 66 23.0 0.0 19.3 0.0 0.001 TL 11.00 PV 0.0 Pipe: 24 41.1 3.260 PL 11.00 PF 0.0 66' 23.0 0.0 19. 3 0•. 0 1'. 6' 120 FTG PE 0.0 67 23.0 0.0 19.3 0.0 0.002 TL 11.00 PV 0.0 Pipe: 25 49.1 3.260 PL 11.00 PF 0.0 67 23.0 0.0 19.3 0.0 1.9 120 FTG PE 0.0 68 23.0 0.0 19.3 0.0 0.003 TL 11.00 PV 0.0 Pipe: 26 57.7 3.260 PL 11.00 PF 0.0 68 23.0 0.0 19.3 0.0 2.2 120 FTG PE 0.0 69 23.0 0.0 19.2 0.0 0.004 TL 11.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 03/22/2001 MIKESANF.SDF JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 27 73.1 3.260 PL 11.00 PF 0.1 69 23.0 0.0 19.2 0.0 2.8 120 FTG PE 0.0 70 23.0 0.0 19.2 0.0 0.006 TL 11.00 PV 0.1 Pipe: 28 90.4 3.260 PL 11.00 PF 0.1 70 23.0 0.0 19.2 0.0 3.5 120 .FTG PE 0.0 71 2 3--. fl ` 0.0 19 . 1 0.0 0 . 0 0 8 TL 11.00 PV 0.1 Pipe: 29 110.2 3.260 PL 11.00 PF 0.1 71 23.0 0.0 19.1 0.0 4.2 120 FTG PE 0.0 72 23.0 0.0 18.9 0.0 0.012 TL 11.00 PV 0.1 Pipe: 30 133.4 3.260 PL 11.00 PF 0.2 72 23.0 0.0 18.9 0.0 5.1 120 FTG PE 0.0 73 23.0 0.0 18.7 0.0 0.017 TL 11.00 PV 0.2 Pipe: 31 160.6 3.260 PL 11.00 PF 0.3 73 23.0 0.0 18.7 0.0 6.2 120 FTG PE 0.0 74 23.0 0'.0 18.5 0.0 0.025 TL 11.00 PV 0.3 Pipe: 32 192.8 3.260 PL 11.00 PF 0.4 74 23.0 0.0 18.5 0.0 7.4 120 FTG PE 0.0 75 23.0 0.0 18.1 0.0 0.034 TL 11.00 PV 0.4 Pi.pe-:--"33 231.1 3.260 PL 11.00 PF 0.5 75 23.0 0.0 18.1 0.0 8.9 120 FTG PE 0.0 76 23.0 0.0 17.6 0.0 0.048 TL 11.00 PV 0.5 Pipe: 34 276.7 3.260 PL 11.00 PF 0.7 76 23.0 0.0 17.6 0.0 10.6 120 FTG PE 0.0 77 23.0 0.0 16.8 0.0 0.067 TL 11.00 PV 0.8 Pipe: 35 331.0 3.260 PL 11.00 PF 1.0 77 23.0 0.0 16.8 0.0 12.7 120 FTG PE 0.0 78 23.0 0.0 15.8 0.0 0.094 TL 11.00 PV 1.1 Pipe: 36 6.6 4.260 PL 11.00 PF 0.0 41 23.0 0.0 19.5 0.0 0.1 120 FTG PE 0.0 42 23.0 0.0 19.5 0.0 0.000 TL 11.00 PV 0.0 Pipe: 37 13.2 4.260 PL 11.00 PF 0.0 42 23.0 0.0 19_.5. 0.0 0.3 120-FTG PE 0.0 43. 23'.0 Q.0 .. 1.9, 5 0...0 0.000 TL 11.00 PV 0.0 Pipe: 38 19.8 4.260 PL 11.00 PF 0.0 43 23.0 0.0 19.5 0.0 0.4 120 FTG PE 0.0 44 23.0 0.0 19.5 0.0 0.000 TL 11.00 PV 0.0 Pipe: 39 26.6 4.260 PL 11.00 PF 0.0 44 23.0 0.0 19.5 0.0 0.6 120 FTG PE 0.0 45 23.0 0.0 19.5 0.0 0.000 TL 11.00 PV 0.0 SPRINKLER SYSTEM! HYDRAULICANALYSIS Page 6 Date: 03/22/2001 MIKESANF.SDF JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 40 33.7 4.260 PL 11.00 PF 0.0 45 23.0 0.0 19.5 0.0 0.8 120 FTG PE 0.0 46 23.0 0.0 19.5 0.0 0.000 TL 11.00 PV 0.0 Pipe: 41 41.1 4.260 PL 11.00 PF 0.0 46 23.0 0.0 19.5 0.0 0.9 120 FTG PE 0.0 47 23.0 0.0 19.5 0.0 0.001 TL 11.00 PV 0.0 Pipe-. 4.2 49. 1 4.260 PL 11.00 PF 0.0 47 23.0 0.0 19.5 0.0 1.1 120 FTG PE 0.0 48 23.0 0.0 19.5 0.0 0.001 TL 11.00 PV 0.0 Pipe: 43 57.7 4.260 PL 11.00 PF 0.0 48 23.0 0.0 19.5 0.0 1.3 120 FTG PE 0.0 49 23.0 0.0 19.6 0.0 0.001 TL 11.00 PV 0.0 Pipe: 44 73.1 4.260 PL 11.00' PF 0.0 49 23.0 0.0 19.6 0.0 1.6 120 FTG PE 0.0 50 23.0 0.0 19.6 0.0 0.002 TL 11.00 PV 0.0 Pipe: 45 90.4 4.260 PL 11.00 PF 0.0 50 23.0 0.0 19.6 0.0 2.0 120 FTG PE 0.0 51 23.0 0.0 19.6 0.0 0.002 TL 11.00 PV 0.0 Pipe: 46 110.2 4.260 PL 11.00 PF 0.0 51 23.0 19.-6 0.0 2.5 120 FTG PE 0.0 52. 23. 0 0.,0_,... 0 . 0 19...6 0-...0 0...0.03 TL. 11.00 PV 0.0 Pipe: 47 133.4 4.260 PL 11.00 PF 0.1 52 23.0 0.0 19.6 0.0 3.0 120 FTG PE 0.0 53 23.0 0.0 19.7 0.0 0.005 TL 11.00 PV 0.1 Pipe: 48 160.6 4.260 PL 11.00 PF 0.1 53 23.0 0.0 19.7 0.0 3.6 120 FTG PE 0.0 54 23.0 0.0 19.8 0.0 0.007 TL 11.00 PV 0.1 Pipe: 49 192.8 4.260 PL 11.00 PF 0.1 54 23.0 0.0 19.8 0.0 4.3 120 FTG PE 0.0 55 23.0 0.0 19.9 0.0 0.009 TL 11.00 PV 0.1 Pipe: 50 231.1 4.260 PL 11.00 PF 0.1 55 23.0 0.0 19.9 0.0 5.2 120 FTG PE 0.0 56 23.0 0.0 20.0 0.0 0.013 TL 11.00 PV 0.2 Pipe: 51 276..7. 4.260 PL. 11.00 PF 0..2 56 23.0 0.0 20.0 0.0 6.2 120 FTG PE 0.0 57 23.0 0.0 20.2 0.0 0.018 TL 11.00 PV 0.3 Pipe: 52 331.0 4.260 PL 11.00 PF 0.3 57 23.0 0.0 20.2 0.0 7.5 120 FTG PE 0.0 58 23.0 0.0 20.5 0.0 0.025 TL 11.00 PV 0.4 SPRINKLER SYSTEM HYDRAULIC.ANALYSIS..".. • Page 7-" Date:._._ 03./22/2001._"' MIKESANF_ . SDF JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. PIPE DATA cont.) PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 53 395.9 4.260 PL 11.00 PF 0.4 58 23.0 0.0 20.5 0.0 8.9 120 FTG PE 0.0 TR 23.0 0.0 20.9 0.0 0.035 TL 11.00 PV 0.5 Pipe: 54 6.6 2.157 PL 270.00 PF 0.2 41 23.0 0.0 19.5 0.0 0.6 120 FTG 4T4L PE 0.0 61 23.0 0.0 19.4 0.0 0.000 TL 334.00 PV 0.0 Pipe: 55 6.6 2.157 PL 270.00 PF 0.2 42 23.0 0.0 1..9.. 5 0.0 0.6 120 FTG.-4T4L PE, - 0 : 0 62. 23. 0 0.. 0 1.9.4. Q... 0 0...00.0 TL ..334. 00 PV 0.0 Pipe: 56 6.7 2.157 PL 270.00 PF 0.2 43 23.0 0.0 19.5 0.0 0.6 120 FTG 4T4L PE 0.0 63 23.0 0.0 19.4 0.0 0.001 TL 334.00 PV 0.0 Pipe: 57 6.8 2.157 PL 270.00 PF 0.2 44 23.0 0.0 19.5 0.0 0.6 120 FTG 4T4L PE 0.0 64 23.0 0.0 19.3 0.0 0.001 TL 334.00 PV 0.0 Pipe: 58 7.1 2.157 PL 270.00 PF 0.2 45 23.0 0.0 19.5 0.0 0.6 120 FTG 4T4L PE 0.0 65 23.0 0.0 19.3 0.0 0.001 TL 334.00 PV 0.0 Pipe: 59 7.4 2.157 PL 270.00 PF 0.2 46 23.0 0.0 19.5 0.0 0.7 120 FTG 4T4L PE 0.0 66 23.0 0.0 19.3 0.0 0.001 TL 334.00 PV 0.0 Pipe: 60 8.0 2.157 PL.270.00 PF 0.2 47 23.0 0.0 19.5 0.0 0.7 120 FTG 4T4L PE 0.0 67 23.0 0.0 19.3 0.0 0.001 TL 334.00 PV 0.0 Pipe: 61 8.6 2.157 PL 270.00 PF 0.3 48 23.0 0.0 19.5 0.0 0.8 120 FTG 4T4L PE 0.0 68 23.0 0.0 19.3 0.0 0.001 TL 334.00 PV 0.0 Pipe: 62 15.4 2.635 PL 270.00 PF 0.3 49 23.0 0.0 19.6 0.0 0.9 120 FTG 4T4L PE 0.0 69 23.0 0.0 19.2 0.0 0.001 TL 362.00 PV 0.0 Pipe: 63 17.3 2.635 PL 270.00 PF 0.4 50 23.0 0.0 19.6 0.0 1.0 120 FTG 4T4L PE 0.0 70 23.0 0.0 19.2 0.0 0.001 TL 362.00 PV 0.0 Pipe: 64 19.9 2.635 PL 270.00 PF 0.5 5.1. 23:..0.... 0: 0--- 19-: 6 0.0 1.2 120 'FTG 4T4L' PE 0. 0 71 23.0 0.0 1-9 : 1 0-. 0 0 . 001 TL-362.00- PV 0 . 0 . Pipe: 65 23.1 2.635 PL 270.00 PF 0.7 52 23.0 0.0 19.6 0.0 1.4 120 FTG 4T4L PE 0.0 72 23.0 0.0 18.9 0.0 0.002 TL 362.00 PV 0.0 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 8 Date: 03/22/2001 MIKESANF.SDF JOB TITLE: MICHAEL'S_.CRAFTS... SANFORD, FL. PIPE_.DATA.. cont. PIPE TAG Q(GPM) DIA(IN) LENGTH PRESS. END ELEV. NOZ. PT DISC. VEL(FPS) HW(C) FT) SUM. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe: 66 27.2 2.635 PL 270.00 PF 0.9 53 23.0 0.0 19.7 0.0 1.6 120 FTG 4T4L PE 0.0 73 23.0 0.0 18.7 0.0 0.003 TL 362.00 PV 0.0 Pipe: 67 32.2 2.635 PL 270.00 PF 1.3 54 23.0 0.0 19.8 0.0 1.9 120 FTG 4T4L PE 0.0 74 23.0 0.0 18.5 0.0 0.004 TL 362.00 PV 0.0 Pipe: 68 38.3 2.635 PL 270.00 PF 1.8 55 23.0 0.0 19.9 0.0 2.3 120 FTG 4T4L PE 0.0 75 23.0 0.0 18.1 0.0 0.005 TL 362.00 PV 0.0 Pipe: 69 45.6 2.635 PL-270.00- -PF 2.4. 56 23.0 0.0 20.0 0.0 2.7 120 FTG 4T4L PE 0.0 76 23.0 0.0 17.6 0.0 0.007 TL 362.00 PV 0.0 Pipe: 70 54.4 2.635 PL 270.00 PF 3.4 57 23.0 0.0 20.2 0.0 3.2 120 FTG 4T4L PE 0.0 77 23.0 0.0 16.8 0.0 0.009 TL 362.00 PV 0.1 Pipe: 71 64.9 2.635 PL 270.00 PF 4.7 58 23.0 0.0 20.5 0.0 3.8 120 FTG 4T4L PE 0.0 78 23.0 0.0 15.8 0.0 0.013 TL 362.00 PV 0.1 Pipe: 72 395.9 6.357 PL 33.00 PF 0.4 TR 23.0 0.0 20.9 0.0 4.0 120 FTG LA PE 9.1 BR 2.0 0.0 30.4 0.0 0.005 TL 79.00 PV 0.1 Pipe: 73 395.9 6.357 PL 9.00 PF 0.3 BR. ..__..... 2-0.... 0:-0--- 30.4 0.0 4.0 120 FTG T2L PE 0A DO 2.0 0:0 30:7 0-.0 0.005 TL-, 69.00.-PV 0.1. Pipe: 74 FIXED PRESSURE LOSS DEVICE DI 2.0 0.0 35.7 0.0 5.0 psi, 395.9 gpm DO 2.0 0.0 30.7 0.0 Pipe: 75 395.9 7.980 PL 90.00 PF 0.2 DI 2.0 0.0 35.7 0.0 2.5 150 FTG TG PE 0.9 SRC 0.0 SRCE 36.7 N/A) 0.001 TL 146.00 PV 0.0 NOTES: l) Calculations were performed by the HASS 6.5.0 computer program under license no. 2 F6752A granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2). •..The-•-s-ystem-- has --been- balanced to provide -an average imbalance at each node of-0,:002 gpm and a maximum imbalance at any node of 0.096 gpm. SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 9 Date: 03/22/2001 MIKESANF.SDF JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. 3 )......V.elocity..:pressures•-are - printed for information 'only, and are not -used in balancing the system. Maximum water -velocity is 14.5 ft/sec at pipe 18. 4) PIPE FITTINGS TABLE ' Pipe Table Name. STANDARD.PIP PAGE: B MATERIAL: THNWL HWC: 120 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee LngEll ChkVly BfyVly GatVly A1mC4k DPVly N NPTee 2.157 6.00 12.00 4.00 14.00 7.00 1.00 12.00 12.00 12.00 2. 635- . B...00 1-17-:*00 `' 6.00 19. 00 10'. 00 1. 00 14. 00 14.00 17.00 .. ...... . ..:.:_ .. _ :. 3.260 9.00 20.00 7.00 22.00 13.00 1.00 18.00 13.00 20.00 4.260 13.00 26.00 8.00 29.00 16.00 3.00 26.00 13.00 26.00 6.357 18.00 38.00 11.00 40.00 13.00 4.00 35.00 24.00 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 26.00 50.00 19.00 64.00 17.00 6.00 50.00 PAGE: F MATERIAL: DFLOW HWC: 120 Diameter Equivalent Fitting Lengths in Feet in.).,........_................. T.... L C B G A D Ell Tee "ELL 2.227 6.00 12.00 4.00 14.00 7.00 1.00 12.00 12.00 3.340 9.00 20.00 7.00 22.00 13.00 1.00 18.00 14.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 10 Date: 03/22/2001 MIKESANF.SDF JOB TITLE: MICHAEL'S CRAFTS SANFORD, FL. WATER SUPPLY CURVE 72*\ 6 6.+ 0 \. :..,_.. 60+ \\ 54+ \ I * <-52.0 psi @ 1196 gpm Flow Test Point PIS I 30+ 24+ 18+ 12+ LEGEND ;. X = Required Water Supply 36.75 psi ® 645.9 gpm 6+ " 0 = Available Water Supply " 65.60 psi ® 645.9 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) Mar-13-01 10:10A The GA Group 16783772932 P.01 H f. ARCHITECTURE INTERIORS Q ILLUSTRATION 1' .7r 162 CROGAN ST Q Suite 0 0 R O J Lawrenceville, GA 30045 dTW3TT-2930 INC. Fax dTd/3TT-2932 MARCH 7, 2001 Plan Review City of Sanford, F1 RE: Plan Review Comment Sheet (BOB BOTT B000008") Michael's Craft Store 111 Town Center Blvd. Sanford. FI Dear Sir, The following is an itemized response to your plan review comments. We have Clarified or corrected the construction documents per the listed items as follows. Mp2.1 Plumbing Note All abandoned plumbing lines are to be capped off as close as possible to the main line to eliminate long dead end lines. AZ Bathroom Facilities Please find the attached restroom plan indicating the replacement of the Men's urinal with a water closet. Please accept this to satisfy the intention of the plumbing code fixture count. A13 Rated trash chute door Please find the attached detail of the rated trash chute door. Please accept this to satisfy the requirements listed. E1 Electrical Grounding ' Electrical grounding shall be provided in accordance with 1996 NEC 250-81. Mp1.1 Smoke detection Air handling equipment shall be equipped with smoke detection devices in new and existing RTU's providing an overall air quantity greater than 2000 cfm. If you have any questions, please don't hesitate to call. Since y, Durke Sewell M,u Ott) e,,oaFr4.*(W54-,-- FFLOP 107 114 ac CORRIDOR 107 6,,_O„ I L n 1005 106 / 105 lkWOM N n _• n n n n 10'_ 8" 30'- 7" 19'- 6" M kip Gte rL P"1NE QRo Q INC. TYPICAL SILL. HEAa JAMB SECTIONS m NEOPRENE SEAL — PEMKO IJJ2CR CLASS It, FADE C RIGID JAMB WEATHERSTRIP ANOWZED ALUMINUM) UL LISTED SMOKE DOOR FACEANDDRAFTCONTROL OPIRpVIPa Vt= UL LISTED 1-HOUR G LJL PAU STEEL DOOR RATED DOOR SCALE N.T.S. ASS 6LY AMB OR SILL om b0'd Z£6ZLL£SL91 dna-AS Wo a41 V01=01 i0-£i-.AEW Mar-13-01 10:10A The GA Group 16783772932 P.02 2-21-201 1 : 44AM FRQ4 P. 1 CITY OF SANFORD PLANS REVIEW COMMENT SHEET DATE z - Z I -a k L PROJECT: T ; rf k4Aft ,,_i_ ADDRESS: 111 lbw L e _ ZI A _ CONTRACTOR: OWNER: cis < ,rds} ,r 5.,,ti , T PLANS REVIEWED BY: BOB BOTT BU0000848 q(5 7 d We 3r. Awo r- `U6 0-al (3ee Z-1 met.% AJ skzw PERSON NOTIFIED. . I% t- DATE: PHONE: roY FAX: 1 - -k 3i pH NO ONE NOTIFIED: DATE RESPONSE RECEIVED: 407 •650-647 04/27/2001 09:05 9724091469 CONSTRUCTION PAGE 01/01 JVlichaels; VIA FACSIMILE 407) 330-5677 April 26, 2001 Joann Johnson City of Sanford Building Department P.O. Box 1788 Sanford, FL 32772 Re: Michaels Stores, Inc. Gateway Plana Shopping Center Sanford, FL Dear Joann: Colene Row&lar u COMUK UCo0ldwai" Direct: (972) 4WI059 Fsaimily (972) 40961469 This letter is being forwarded to your office as requested to advise that Michaels Stores, Inc. located at the above referenced location will not be occupied by the public prior to receipt of the Certificate of Occupancy. The store is currently only occupied by Michaels Stores contractors and their representatives. If you are in need of further information, please do not hesitate to contact our office at (972) 409- 1659. Colette Rosenkranz Supv. Construction Services cc: EDC — (804) 320-2353 Office Location: 8000 Bart Brooch Road Irving, TX 75063 Mailing Address: P.O• Sox 6)9010 Irving. TX 75063 (972) 409-1659 3 TV-09PM FMM 5 crry-oF.smFoRDM-- CTPJCAL-PERMM.APPLJCAonom Pemw wsmber. The undersigned hereby applies for a permit to. UuM the following plumbing: o"MwsName: Amm of job.. low f-Xer,+ec Blvd, Resklentfal:, Non-Reskk4rdaL IL Saml By Signing this aWlankm 1. am. sbon 9M.1 arn.in. mnpfiarm wM CAY-of Safdkxd.Ewcbicw cods- 5Mchaekse VIA FEDERAL EXPRESS February 29, 2001 Vice President of Real Estate Service Merchandise Company, Inc. 7100 Service Merchandise Drive Brentwood, TN 37027 Re: Micbaels Stores, Inc. #1578 Sanford, FL Notice of Commencement for Bldg. Permit Gentlemen: Cein1a ItwmknR cownwCU00 co"n"" Div=:l9.-)am' 1639 FaairOc'972) SO. 13-6 Enclosed please find a Notice of Commencement form that the city for the project -referenced provided to our office as a requirement for Michaels to submit for the building permit for the construction of our store. We have completed the form with the information as it relates to Michaels and our general contractor, and are forwarding this to your attention for completion and signature as noted. So as not to delay the permitting process, we ask that this form be completed by you and'or your representative at your earliest convenience. Please forward the completed original document to my attention to the address listed on the enclosed Michaels Stores' Federal Express airbill. The City requires the original document with the original Notary seal. If you have any questions, please do not hesitate to contact our office at (972) 409-1659. Thank you for your prompt assistance in this matter. Sincerely, a Colette Rosenkranz Supv. Construction Services 1cr Encls. CC: Mark Davis EDC — Doug Mathews OFficc Location: 5000 Batt Branch Road Ir ing, TX 75063 Mailing Addren: P.O. Box 619566 DFW. TX 75261-9566 214nl4-7000 Ze/Te'd ZZbtt 9Z:0T T0-£0'T00Z 13CH71W: Wod-I v•.e TjyjjV (L•4,t d9$Sription 6frho pcgpet[Y aidotrc11gddn ss LD U)vVI FC 7 . LE11IDlir { N6me tmA Cittss ) Ll i=t cai 1 - --` .¢77 D Al 0 :v cn N S rn rrm 4+ o — 900"Vii «a •.i.146 iJ. jj a=. .* •ai•sifca•1.' I l Q S , zParlaosNteofFbWad&dPd byMMt?wor >t w a Q > tQ s Xto theBua).T, FI s 1 hv mnotice a odor dOmm u moibd esrved as provided, n r— i O ' i1ti E2 II ( WAJ:6 CevfIZCr 131VA A°C—) i r< i li0n 10 W`W- Liliai is.sst's)r..ss•sW..i ala••• oftm10 r r r ei44iR; 5eop0y'717a9(fXb, F7ar'buTCCd : statWd. W Wpyofft Lienor'sNoart as reseatt•tst s*+:idi.ei.iat,. s.sf MgM*tt iis•14i 1•SIP •.•#•1.a p rA=pe•otlYalicaafCAmene lreae t ' ti' oa deooia I >>atd:datd ofrtow•dtng un1MR a•diffiyta+i ei ,fw v . nri'ri ar'ix 0 ANVn -fo Day of d tdbte piv'lbls --— aB7 ofv b I PainspfpetsoaacJnowlsdpd). who is vc WZI-I; to own in CIYMOTidGaijYlCtiHnn) ASIdeatjfjCiYolf MAR 05z001 ; MAR3nn 2001 ERTIFIEDCOPY k RY F CIR ^ COc CI ItKOFCIRC 1) o1 1 V) 1- 11 r• 1 I r Im-Y tuomdi w Cc>i'Yl. . v NfttN Nhme and amass ) G I aium NI bY.Secoon N oa and 00< 60UNT11, F;L 7 is r' j p = D CY-1 o 10 li Z Cf:: err i2 .4_n0nJ o 7 N •. — N SE 7-4Wa'al•iK.t1t.i sQ• ..,.wr;i «• .:;L ir.. S a i a the sorts of F106ft '`e+,t. Y i Q OSdaslitdbyowor u w 7:13(I.)4o)7, Flor{ds Sates. hv n notice or rxher documerd5 m3iW Nrv.dm Provided. IdnastoR /NANkac2 y •• I..i !teM.ti.ersgq•WN 111 h.ae•a i lL+A+Ow 1.lr l11•e•iu•.. a .*YN... N.. a eddilioa toowmdeaigna Of ld 1'.it Secdqu71].13(J)(b, F7arrida Stat>ala. b TooesYe coyydtk uuor .%Ro u air'•saa:a t+Itt1.t ai.i,air•i•a.1e•/.s1a l.wy elk i•Lr1ova sIt1lYd.e Is++•r r ritiD; rovt•Nalics ofCoetimrttteawi oo tiesa i; 1 To- &mV dare of greording unlep,e n 11,11 m .ifir:17' i.•..f r .••" • '2 Sim v-Ova oily _Qpa% pl • ' commlA ion 1i _002 r8 oc m ad tidbit W c Ihit ,, y of; • .. . i•9_vbV\y. fpetsonacJu+Owledged). W ito isvcnsonallylaagwnan bid'didn. a sskR nr, , OVPC OT tQoo'c Linn) At rdeatiCre3cion N r MAR U 5 2001 • MAR 13 Z001 CERri ieu COPY MAPYAN'NE P4 C C' r C i i AURT SMINCuhp CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: Z y 0 PERMIT #: CA- I BUSINESS NAME / PROJECT: h7j, e. H ,4 ,tf 1. '.S a RAF 1 5 T O,,L riS ADDRESS: /// %G w n g C X n 4 /L- 8 d- P. PHONE NO.: C/'7 Z - I-/v Cr - 13 a o FAX NO.: CONST. INSP. [ ] C / O INSP.:[ ] REINSPECTION [ ] PLANS REVIEW [yam F. A. [ ] F.S. [ 1 HOOD [ ] PAINT BOOTH [ ] BURN PERMIT [ ] TENT PERMIT [ ] TANK PERMIT [ ] OTHER [ 1 TOTAL FEES: $ .S 2- 1 9 ( PER UNIT SEE BELOW) COMMENTS: P/-.tr S 12it i l KJ s //d w 1. 2. 3. 4. 5. 6. 7. 8. 9. 10. H. 12. 13. 14. 15. 16. 17. 18. 19. 20. Address / Bldg. # / Unit # Square Footage Fees per Bldg. / Unit 1 TawNii ci0N7-4/V ffLvo '?. (.y D S 7 s S2 I 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 1 will comply with all applicable codes and ordinances of the City of Sanford, Florida. Sanford Fire Prevention Division App ' nt nature