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17000 Stonebrook Dr 01-1474 ELECTRICAL- (pool, laundry)
PERMIT ADDRESS l -1 0- y - SUBDIVISION t7 CONTRACTOR 417 WINTER PARK CONSTRUCTION PE ] -) DATE 221 CIRCLE DR. ADDRESS MAITLAND, FL 32751 n PERMIT DESCRIPTION 407)644-8923 PERMIT VALUATION i r PHONE NUMBER SQUARE FOOTAGE PROPERTY OWNER . AIMC©, INC ADDRESS 2180 W. HWY 434 LONGWOOD, FL 32779 407) 682-7227 PHONE NUMBER ELECTRICAL CONTRACTOR Tri - S 9 MECHANICAL CONTRACTOR u , PLUMBING CONTRACTOR J MISCELLANEOUS CONTRACTOR V-Gi y-\ d 3 L"ERMIT NUMBER FEE MISCELLANEOUS CONTRACTOR PERMIT NUMBER FEE FEMA REC'd Ni SLAB R INSPECTOR PERMIT# ADDRESS Idiom PROJECT CONTRACTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** 11 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a C-.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineeri Fire Public Works . .... . ........ Zoning Utilities Licensing Conditions: (to be completed only if approval is conditional) FEMA REC'd SLAB REC'd INSPECTOR PERMIT ADDRES PROJEC 0 A, REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** Uu.ifir 401st 0 A7P, k1ol" 41 The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result in a granting a G.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineerin Fire 1-7) 2-q )o ; Public Works L -," :- Zoninq Utilities Licensing Conditions: (to be completed only if approval is conditional) FEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** DATE Two to PERMIT ADDRES PROJEC CONTRA The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department iwouldresult n a granting a G.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. 0 G4'-L,p Engineering Fire Public Works Zoning C7 Utilities Z— A - & lkOi Licensina Conditions: (to be completed only if approval is conditional) C.'[l i Req1,;,w R,cc Ij!i'47i ly 1; FDEP City Services Ecjse.n(,',,,n1s Maintenance Bond 00%4 - 40 Other ---- ----------- IFEMA REC'd SLAB REC'd INSPECTOR REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** PERMIT ADDRES PROJEC CONTRA The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by your department. Approval by your department would result In a granting a C-.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineering Fire Public Works Zoning Utilities Licensing 11 A) t- /0 / FIEMA REC'd SLAB REC'd INSPECTOR PERMIT # ADDRES PROJEC 0 a REQUEST FOR FINAL INSPECTION CERTIFICATE OF OCCUPANCY/COMPLETION NEW COMMERCIAL BUILDING**** IOr 1: 11W OF The Building Division has received a request for a final inspection and a Certificate of Occupancy for the above referenced address. We would appreciate a final inspection of the site by you( department. Approval by your department would result in a granting a C,.O. for the address. If you have any issues that the contractor will need to address, please submit a statement for denial of C.O. or a conditional agreement to be attached to the C.O. Thank you for your cooperation. Engineerin Public Wor Utilities Conditioris: Ito be completed only if approval is conditional) Licensina f / /1z" IMRNO IME FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: STONEBROOK 11 APTS CIL Builder: Address: UNIT C1 LOWER Permitting Office: SEMINOLE COUNTY City, State: , FL Permit Number: Owner: 99089 Jurisdiction Number: 691200 Climate Zone: Central I . New construction or existing New — 12. Cooling systems 2. Single family or multi -family Multi -family _ a. Central Unit Cap; 24.0 kBtu/hr 3. Number of units, if multi -family I — SEER: 10.00 4, Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1157 ft' c. N/A 7. Glass area & type a. Clear - single pane 132.0 ft' j 13. Heating systems b. Clear - double pane 0.0 ft' a. Electric Strip Cap: 12.3 kBtu/hr c. Tint/other SCISHGC - single pane 0.0 ft, i COP: 1,00 d. Tint/othcr SC/SHGC - double pane 0.0 111 b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 284.0(p) ft c. N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance Cap: 40.0 gallons a. Frame, Wood, Exterior R=1 1.0, 885.0 ft' EF: 0.89 b. N/A b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated heat pump) a. N/A 15. HVAC credits b, N/A CF-Cciling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, 11. Ducts PT -Programmable Thermostat, a. Sup: Con. Rcc Con. AH: Interior Sup. R=6.0,60.Oft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) Glass/Floor Area: 0.11 Total as -built points: 16026.00 PASSTotalbasepoints: 16163.00 I hereby certify that the plans and specifications covered Review of the plans and by this calculation are in co, aFloridaspecificationstheFlorii iscoveredbythis SHE sr rithEnergyCode. calculation indicates compliance PREPARED BY with the Florida Energy Code. Before construction is completed 7 DATE: this building will be inspected for 1 hereby certify that this building, as designed, is in compliance with Section 553.908 fie op compliance with the Florida Energy Code. Florida Statutes. OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: 3 V 4 i EnergyGauge@ (Version: FLRCNA-200) 71repsuaroffiTilm SUMMER CALCULATIONS Residential Whole Bung Performance Method A - Details I ADDRESS: UNIT C1 LOWER,, FL, PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type/SC Ornt Len Mgt Area X SPM X SOF Points 18 1157.0 42.08 8763.0 Single, Clear E 0.0 0,0 1102.0 59.31 1.00 6049.3 Single, Clear S 0.0 0.0 30.0 44.66 1.00 1339.7 As -Built Total: 132.0 7389.0 WALL TYPES Area X BSPM Points Type R-Value Area X SPM Points Adajcent 0.0 0.0 0.0 Frame, Wood, Exterior 11.0 885.0 1.90 1681.5 Exterior 885.0 1.90 1681.5 Base Total: 885.0 1681.5 As -Built Total: 885.0 1681.5 DOOR TYPES Area X BSPM Points Type Area X SPM Points Adjacent 0.0 0.00 0.0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BSPM Points Type R-Value Area X SPM Points Under Attic 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 FLOOR TYPES Area X BSPM Points Type R-Value Area X SPM Points Slab 284,0(p) -31.8 9031.2 Slab -On -Grade Edge Insulation 0.0 284.0(p) 34.90 9059.6 Raised 0.0 0.00 0.0 Base Total: 9031.2 As -Built Total: 9059.6 INFILTRATION Area X BSPM Points Area X SPM Points 1157.0 14.31 16556.7 1157.0 14.31 16556.7 Summer Base Points: 17970.0 Summer As -Built Points: 16567.6 Total Summer X System = Cooling Total X Cap X Duct X System X Credit Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 16567.6 1.000 0.930 0.341 1.000 5254.1 17970.0 0.3577 6427.9 16567.6 1.00 0.930 0.341 1.000 5254.1 EnergyGaugeTm DCA Form 60OA-97 m FORM 60OA-97 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details I ADDRESS: UNIT C1 LOWER,, FL, PERMIT #: I BASE AS -BUILT GLASS TYPES 18 X Conditioned X BWPM Points Overhang Floor Area Type/SC Ornt Len Hgt Area X WPM X WOF Points 18 1157.0 4.79 997.5 Single, Clear E 0.0 0.0 102.0 9.96 1.00 1016.2 Single, Clear S 0.0 0.0 30.0 7.73 1.00 231.9 As -Built Total: 132.0 1248.2 WALL TYRES Area X BWPM Points Type R-Value Area X WPM Points Adajoent 0.0 0.0 0.0 Frame, Wood, Exterior 11,0 885.0 2.00 1770.0 Exterior 885,0 2.00 1770.0 Base Total: 885.0 1770.0 As -Built Total: 885.0 1770.0 DOOR TYPES Area X BWPM Points Type Area X WPM Points Adjacent 0.0 0.00 0,0 Exterior 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 CEILING TYPES Area X BWPM Points Type R-Value Area X WPM Points Under Attic 0.0 0.00 0.0 Base Total: 0.0 0.0 As -Built Total: 0.0 0.0 FLOOR TYPES Area X BWPM Points Type - R-Value Area X WPM Points Slab 284.0(p) 1.9 539,6 Slab -On -Grade Edge Insulation 0.0 284.0(p) 2.50 710.0 Raised 0.0 0.00 0.0 Base Total: 539.6 As -Built Total: 710.0 INFILTRATION Area X BWPM Points Area X WPM Points 1157.0 0.28 324.0 1157.0 0.28 324,0 Winter Base Points: 1903.9 Winter As -Built Points: 3404.2 Total Winter X System Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points 3404.2 1.000 0,930 1.000 1.000 3165.9 1903.9 1.0730 2042.9 3404.2 1.00 0.930 1.000 1.000 3165.9 EnergyGauge T" DCA Form 60OA-97 OAA I , 1 !III 1 1 i - 0 A I, fiv! 105 111 IN • I 0111[91` r I ADDRESS: UNIT C1 LOWER,, FL, PERMIT #: I BASE AS -BUILT WATER HEATING Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 3 2564.00 7692.0 40.0 0.89 3 1.00 2535.19 1.00 7605.6 As -Built Total: 7605,6 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points Total Points Cooling Points Heating + Hot Water = Total Points Points Points 6427.9 2042.9 7692.0 16162.8 5254.1 3165.9 7605.6 16025.6 EnergyGauge"' DCA Form 60OA-97 FORM 60OA-97 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: UNIT C1 LOWER,, FL, PERMIT #: 6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606.1,ABC11 Maximum:.3 cfm/sq.ft. window area; 5 cfmlsq.ft. door area. Exterior& Adjacent Walls 606.1.ABC.121 Caulk, gasket, weatherstrip or sea[ between: windows/doors & frames, surrounding wall: foundation & wall sole or sill plate; joints between exterior wall panels at corners: utility penetrations; between wall panels & top/bottom plates; between walls and floor. EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends i from, and is sealed to, the foundation to the top plate. Floors 606.1.ABC.122 Penetrations/openings >1/8" sealed unless backed by truss or joint members, EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed to the perimeter, penetrations and seams. Ceilings 606.1.ABC.12.3 Between walls & ceilings; penetrations of ceiling plane of top floor; around shafts, chases, soffits, chimneys, cabinets sealed to continuous air barrier; gaps in gyp board & top plate; attic access. EXCEPTION: Frame ceilings where a continuous infiltration barrier is installed that is sealed at the perimeter, at penetrations and seams. Recessed Lighting Fixtures 606A.Al3C.1.2.4 i Type IC rated with no penetrations, sealed: or Type IC or non -IC rated, installed inside a sealed box with 1/2" clearance & 3" from insulation; or Type IC rated with < 2.0 cfm from conditioned space, tested. Multi -story Houses 606.1.ABC.1.2.5 J Air barrier on perimeter of floor cavity between floors. Additional Infiltration reqts 606.1.ABC.1.3 I Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA, have combustion air. COMPONENTS SECTION Water Heaters 612.1 Swimming Pools & Spas 612.1 Shower heads 612.1 Air Distribution Systems 610.1 HVAC Controls 607.1 I ---- ---- -------- - Insulation 604.1, 602.1 REQUIREMENTS Comply with efficiency requirements in Table 6-12. Switch or clearly marked circuit 1_breakerl (electric or (gas) must be provided. External or built-in heat trap required. Spas & heated pools must have covers (except solar heated). Non-commercial pools must have a pump timer. Gas spa & pool heaters must have a minimum thermal efficiency of 78%. Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG. All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610, Ducts in unconditioned attics: R-6 min. insulation. Separate readily accessible manual or automatic thermostat for each system. Ceilings -Min. R-19. Common walls -Frame R-1 I or CBS R-3 both sides. Common ceiling & floors R-1 1. CHECK EnergyGaugeTm DCA Form 60OA-97 EnergyGauge@/FlaRES'97 FLRCNA-200 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 82.2 The higher the score, the more efficient the home. 99089, UNIT C1 LOWER_ FL, I . New construction or existing New — 12, Cooling systems 2. Single family or multi -family Multi -family — a. Central Unit 3. Number of units, if multi -family I — 4. Number of Bedrooms 3 b. N/A 5. Is this a worst case? Yes 6. Conditioned floor area (ft') 1157 ft' c. N/A 7. Glass area & type a. Clear - single pane 132.0 ft' _ 13. Heating systems b. Clear - double pane 0.0 ft, — a. Electric Strip c. Tint/other SC/SHGC - single pane 0.0 ft, — d. Tint/other SC/SHGC - double pane 0.0 ft, b. N/A 8. Floor types a. Slab -On -Grade Edge Insulation R=0.0, 284.0(p) ft _ c, N/A b. N/A c. N/A 14. Hot water systems 9. Wall types a. Electric Resistance a. Frame, Wood, Exterior R=1 1.0, 885,0 ft' — b. N/A b. N/A c. N/A d. N/A c. Conservation credits e. N/A HR-Heat recovery, Solar 10. Ceiling types DHP-Dedicated beat pump) a. N/A 15. HVAC Credits b. N/A CF-Ceiling fan, CV -Cross ventilation, c. N/A HF-Whole house fan, If. Ducts PT -Programmable Thermostat, a. Sup: Con. Ret: Con. AH: Interior Sup. R=6.0, 60.0 ft RB-Attic radiant barrier, b. N/A MZ-C-Multizone cooling, MZ-H-Multizone heating) I certify that this home has complied with the Florida Energy Efficiency Code For Building Construction through the above energy saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL Display Card will be completed based on installed Code compliant features. Builder Signature: Address of New Home: Date: City/FL Zip: Cap: 24,0 kBut4ir SEER: 10,00 Cap: 12.3 1<13tulfir COP: 1.00 Cap: 40.0 gallons EF: 0.89 NOTE: The home's estimated energy performance score is only available through the FLAIRES computer program. This is not a Building Energy Rating. Ifyourscore is 80 or greater (or 86for a US EPA/DOE EnergyStarT designation), your home may qualify for energy efficiency mortgage (EEM) incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 4071638-1492 or see the Energy Gauge web site at www.jsec.ucf.eduj6r information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community Affairs at 8501487-1824. EnergyGauget ( Version: FLRCNA-200) Air System Sizing Summary for UNIT C LOWER Project Name: STONEBROOK 11 Prepared by: KTD Consulting Engineers Air System Information System Name UNIT C LOWER Equipment Class SPILT AHU Number of Zones System Type SZCAV Floor Area Sizing Calculation Information Zone and Space Sizing Method: Zone CFM Peak zone sensible load Calculation Months Space CFM Coincident space loads Sizing Data Central Cooling Coil Sizing Data Total coil load 1.8 Tons Load occurs at Sensible coil load 1.4 Tons OA DB / WB Coil CFM at Aug 1700 1100 CFM Entering DB WB Max possible CFM 1100 CFM Leaving DB WS Design supply temp. 57.0 'F Coil ADP ft2[Ton 642.3 Bypass factor BTU/hr/ft2 18.7 Resulting RH Water flow @ 10.0 *F rise gpm Zone T-stat Check Central Heating Coil Sizing Data Max coil load 18071 BTLI/hr Load occurs at Coil CFM at Des Htg-1 1100 CFM BTUthr/ft2 Max possible CFM 1100 CFM Ent. DB / Lvg DB Water flow @ 20.0 *F drop gpm Supply Fan Sizing Data Actual max CFM at Jul 1700 1100 CFM Standard CFM 1096 CFM Actual max CFM/ft2 0.95 CFMtft2 Outdoor Ventilation Air Data Design airflow CFM 60 CFM CFM/f? 12/26/00 10:39 AM 1 1157.0 ft' Jan to Dec Calculated Aug 1700 92.3 / 75.6 *F 75-1166.2 *F 60.8 / 60.0 'F 59.2 *F 0.100 64% 1 of I OK Des Htg 15.6 67.4 / 82.7 'F Fan motor BHP 0.00 BHP Fan motor kW 0.00 kW Fan static 0.00 in. wg. CFM/person 15.00 CFM/person Carrier Hourly Analysis Program v4.04 Page 13 Air System Design Load Summary for UNIT C LOWER Project Name: STONEBROOK 11 12/26/00 Prepared by: KTD Consulting Engineers 10:39 AM DESIGN COOLING DESIGN HEATING COOLING DATA AT Aug 1700 1HEATING DATA AT DES HTG jCOOLING OA DB I WB 92.3 -F J 75.6 F !HEATING OA DB J WB 37.0 'F 31.1 F Sensible Latent' Sensible Latent ZONE LOADS Details, (BTLI/hr)li BTUthr), Details BTU/hr) BTU/hr) Wall Transmission 885 ftz' 1943' 885 ft2' 1940 Roof Transmission 0 ft2' 0, 0 ft2' 0 Glass Transmission 132 ft2l 2961 132 ft2 5350 Skylight Transmission 0 ft:"0, 0 ft2 0 Door Transmission 010ft2 0 ft2* 0 Floor Transmission 1157 ft2i 0, 1157 ft2' 2044 Partitions 0 ft,, 0, 0 W, 0 Ceiling 0 ft2' 0, 0 ft2 0 Overhead Lighting 0 W* 0, 0, 0 Task Lighting 0 W, 0 0, 0 Electeic Equipment 0 Wot 01 0 eople 4' 1126 1080' 0: 0 0 infiltration 28481 2256 0 6778 0 Miscellaneous I 1606 300' 0 0 Safety Factor 0%/0%' 01 0: 0% 0 0 Total Zone Loads 17546. 3636' 16112 0 Zone Conditioning 15765: 3636 15993 0 Plenum Wall Load 0 0/ 0_: 0 0 0 Plenum Roof Load 0%, 0: 0, 0 plenum Lighting Load 0%,-- 0: 0, 0 Return Fan Load 11100CFM 1-CFM 1000 Ventifati6n Load 60 CFM f174i 10401 W_CFM_ 2078' 0 I Supply Fan Load, I i100-CFM 01 0 iS066 F66 Coil -Fans 0i 0, Duct Heat -Gain Moss 1 - 1 0% UObyo, 0* Total Syst6rn Loads 169391 4676 18071 0 Central Cooling C6il 169391 4679' 0 0 Central Meating Coil 0! 18071 Total Conditioning 1693 9: 4679' 18071 0 PoMUV6values are c14 loads Positive Values are htg loads Negative values are htg loads Negative values are cig loads Carrier Hourly Analysis Program v4.04 Page 14 Space Design Load Summary for UNI I LUuvtK Project Name: STONEBROOK II 12/26/00 Prepared by: KTD Consulting Engineers 10:39 AM TABLE I.I.A.OMPONENT LOADS FOR SPACE "UNIT C LOWER "" -IN ZONE ,, Zone 1 " DESIGN COOLING DESIGN HEATING COOLING DATA AT Jul 1700 IHEATING DATA AT DES HTG iOADB/WB 92.3°F/75.6°F iOADB/WB 37.0°F/31.1 F OCCUPIED T-STAT 72.0 °F OCCUPIED T-STAT 70.0 °F Sensible Latent Sensible Latent SPACE LOADS Details (BTU/hr) BTU/hr), Details BTU/hr) BTU/hr) Solar Loads 132 ft2 7324' 132112 Wall Transmission 885 ft2' 1898 885 ft2' 1940 Roof Transmission _ _ _ 0 ft2' __ _ 0. O ft2 . 0 Glass Transmission 132 ft2' 2961' 132 ft2 5350 Skylight Transmission 0 ft2' 0 0 ft2. 0 Door Transmission 0 ft2' 0' 0 ft2 0 Floor Transmission 1157 ft2' 0 1157 ft2 2044 Partitions 0 ft2 0 0 ft2 0 Ceiling 0 ft2 0 0 ft2' 0 Overhead Lighting 0 W, 0 0 0 Task Lighting ow, 0 0 0 Electric -Equipment 0 W _ 0, 0 0 jPeopie 4. 1120: 1080 L 0 0 0 Infiltration 2848: 2141', 6778 0 Miscellaneous 1600' 300' 0 0 Safety Factor 0°l°70°!°. 0. 0, 0°fq. 0 0 Total Zone Loads 17751 3521 16112 0 TABLE 1:1:13: ENVELOPE LOADS FOR SPACE "UNIT C LOWER •' IN ZONE "Zone 1 ,• COOLING COOLING HEATING Area U-Value i Shade! TRANS SOLAR TRANS ft2) (BTU/hr/ft2tF)1 Coeff. BTU/hr) BTU/hr) BTU/hr) WALL _ _ 1291 0.066' 366. _ 283 WINDOW 1 1 _ 341 1.2281 0.9161 673-_ _ 2254 1216 WINDOW 2 301 1,2281 0.916' 673 2254 1216 s EXPOSURE WALL 2.161 0.0661 402' 473 IN _EXPOSURE _ WALL _ 3121,. 0.066 536 684 WINDOW 1 301 1.228' 0 916i 673' 713 1216 1W EXPOSURE w , r WALL 1471 0.0661 4 7' 322 WINDOW i 421 1.228I 0.9161 942' 2103 1702 IE__EXPOSURE WALL___ __ __- 451 0.066' 91 99 INW EXPOSURE WALL 361 0.066 87' 79 Carrier Hourly Analysis Program v4.04 Page 15 4 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION K/'8U U~T CERTIFICATE Expires July 31, 2002 SECTION A - PROPERTY OWNER INFORMATION For Insurance Company Use: BUILDING OWNER'S NAME Policy Number BUILDING STREET ADDRESS (InCI0ding,AQt-Unit, Suite, and/or,Bidg. No.) OR P.O. RbUTE AND BOX NO, Company NAIC Number cnv — ' STATE ZIP CODE PROPERTY oescx/pION (Lot and Block Numbers, I ax Parcel Mmuer, Legal Liescription, etc.) BUILDING USE (e.g., Residential. Non-residential, Addition, Accessory, etc. Use a C6tnrnents irea, it necessary.) Gk—Tmi6E/LbNGITUDE (OPTION, HORIZONTAL DATUM: SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1, NFIP COMMUNITY NAME & COMMUNITY N COUNTY NAME 03,STATE NUMBER AT EFFECT)IVE/REVISED DATE ZONE(S) (Zone AO, use depth of flooding) il 0. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. L_1F|3Profile 1-_1F|RM KI CommunityDeoonmin^d L_|Other (Dpxmibo);---------- __--------------------- __ H1.Indicate the elevation datum used for the, BFEioDB: IXNGvD1828 L_|NAVD1Vxn 1-_1 Other (Describe): 112. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? [_|Y^o l. |\ J1vm Designation Dmw:_________________________ SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) 1. Building elevations are based on: 1_1Construction Drawings* XIBuilding Under Construction' 1_ tied Construction A new Elevation Certificate will be required when construction of the building is complete. 2. Building Diagram Number (Select the building diagram most similar to the building for which this certificate is being completed - pages 0and 7. |fnodiagram accurately represents the building, provide asketch mohotoVmphJ o. Elevations - Zones A1`x3n.AE.AH.A(with BFE).VE.V143O. v(with BFE).AR, ARIA, An/AE.xR6A1f.a8.xRV\n.xRV\V, Complete Items C3. a-i below according to the building diagram specified in Item C2. State (lie datum used. If the claturn is different from the datum used for the BFE in Section B, convert the datum to that used for the BFE. Show field measurements and daturn conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion, oo/mn 4Ll-, koL A Conversion/Comments --- E|evqUonreferenoema,kumed__{_^ Doav|hao|evminnvy»*,enoommm"sadappoarun\huF|Rwr |__|Yos /Awo a)Top o( bottom floor (including basement orenclosure) __-__-_ L(m) b)Top o/ next higher floor @_'Lf/.(nn) I-) c)Bottom oylowest hnrizon*|omomm|memme/(vom^mon|y) n.(m) m LJu>Attached garage (top rrslab) ______________K(m)E o o)Lowest elevation o/macmmequipment W = servicing the building (Describe innComments amm.) _________ 47_ OL(m) UVLowest adjacent (Dniohmd)grade (LAG) --------- 1l7-'3L- U.(m)Z 21 0 q>Highest adjacent (Unirhad)grade (HxG) ___---_-_-13 f4m> 0 h)No. o(permanent openings (flood vents) within Ift. above adjacent grade ______ U i) Total area of all permanent openings (flood vents) in C3.h .... U_ sq. in. (sq, cm) SECTION D aVRvEYon ENGINEER, ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. certify that the information in Sections A, 6, and C on this certificate represents my best efforts to interpret the data available. understand/^ / any fa/se stitement maX be pt-mishable by fine imprisonment tinder 1883 Code, Section 100/ IMPORTANT: In these spaces, copy the corresponding information from Section A - ------ For Insurance Company,Use*,, BUILDING STREET ADDRESS (Including Apt,, Unit, Suite, and/or Bldg. No,) UH P.0, ROUTE AND BOX NOPolicy Number CITY 01AFE IP CODE Company NAIG Number SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) insurance agent1company, and (3) building owner. f attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zone AO and Zone A (without BFE), complete Items E1, through E4. If the Elevation Certificate is intended for use as supporting information for a LONIA or LOMR-F, Section C must be completed. E 1. Building Diagram Number ----- (Select the building diagram most similar to the building for which (his certificate is being completed see pages 6 and 7. If no diagram accurately represents the building, provide a sketch or photograph.) E2. The top of the bottom floor (including basement or enclosure) of the building is J__J__J ft.(m) 1_,_I__Iin.(cn)) J___J above or 1_1 below check one) the highest adjacent grade, (Use natural grade, if available.) E3. For Building Diagrams 6-8 will) openings (see page 7), the next higher floor or elevated floor (elevation b) of the building is ft.( ni) and C3J on front of form. 1in,(cm) above the highest adjacent grade. Complete Items C3.h , E4. For Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? 1_1 Yes No 1-_1 Unknown. The local official must certify this information in Section G. SECTION F - PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, C (Items C3.h and C3J only), and E for Zone A without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The staterrients in Sections A, D, C, and E- are correct tc) ADDRESS CITY STATE ___ZIP CODE SIGNATURE DATE TELEPHONE COMMENTS 1_ 1 Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, 13, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. G 1, 1-1 The information in Section C was taken from other documentation that has been signed and embossed by a licensed surveyor, engineer, or architect who is authorized by state or local law to certify elevation information. (Indicate the source and date of the elevation data inthe Comments area balow.> G2,L/ Anommvnityomcin|completed Section Efor nbuilding lo ua|eUinZone&NomuFEMA-inxuednrcommunity-issued 8FE)or Zone AO. G3.L_The following information ( Items G4-G9)ioprovided for community Voodp|ainmanagement purposes. G7. This permit has been issued for: J__J New Construction L_JSubstantial Improvement GV.Elevation ofaa4miK|owamiVoon(indudingbaoemenVof the building is: ___--------- .-__ R.(m)Datum: ------ ______ G9,DFEor(inZonoAV)dep|hp(800dinUa{\hobui|d| ngsiieiu: __-____---_---_h.(m)Datum: _____________ LOCAL OFFICIAL'S NAME TFT-I:E--- COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS Check her(- if attachments REPLACES ALL PREVIOUS EDITIONS CITY OF SANFORP PEILMIT APPLICATION ZPermitNo,: c"", Date: Job Address: 1-7 0 e-, Parcel No.: - (Attach Proof of Ownership & Legal Description) Description of Work: ' 26L_ Type of Construction: Flood Zone: Valuation of Work: $ Occupancy Type: V Residential Commercial Industrial Number of Stories: Number of Dwelling Units: _LLZ,, Zoning: _ Total Square Footage: , 14 Owner: A Address: City: State: r zip: Phone No.: C Z E 2- 77, Fax No.: Contractor: Address: City: State: Zip: V1 ( State License No.: Phone No.: Fax No.: L/ Contact Person: Phone Na.:la 6, y y Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage Lender:___Al ld E 5 Architect: t e JN Phone No.: er Address: Fax No.: G 7 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 requirg ents of Flor* Lien Law, FS 713. 1671 ( - _-__-___. — . ko 0 ( Signature of Owner/Agent Date SigIn"ature of Contractor/Agent Date T) Ur s 00"0 ( Print Owner/Agent's ame Print Contractor/Agent's Name' gn ature, of N -State of Florida , ate Signature of Notaefl-State of Flori ate Owner/ Agent is _ Produced ID 2 Known to Me or APPLICATION APPROVED BY: Special Conditions: 91 11 I %, e5 IN she" J ftifty MyCommissimCCW7606 Contractor/ Agent is tI/Personally Known to Me or Produced ID Date: - 13 Onll^ vl k It 4_ I 11111" p I 1 1111 11'' 1 11 1 li: i i r ;;11 11 $12091 DATE: I HEREBY NAME AND APPOINT: ANGELO SANTIAGO AN AGENT OF: NATIONS FENCE COMPANY TO BE MY LAWFUL ATTORNEY IN FACT TO ACT FOR ME AND APPLY TO THE BUILDING DEPARTMENT OF: FOR A FENCE PERMIT FOR WORK TO BE PERFORMED AT LOT NUMBER: SUBDIVISION: ADDRESS: -\noo AND TO SIGN MY NAME AND DO ALL THINGS THAT ARE NECESSARY TOTI IIS APPOINTMENT. JAMES MARTIN NAME OF CONTRACTOR) SIGNATURE OF CON The foregoing instrument was acknowledged before me this: DATE: BY: James Martin Who is personally known to me and did not take an oath. STATE OF FLORIDA COUNTY OF ORANGE SIGNATURE OF NOTARY NOTARY SEAL e% 1 ,, SWi. J Afty rW* My CommMion CC937W y Property Appraiser Database Information hup://nu^eh.sopoO.org:8O80uwah—nty_tide?P4RC2L=022O]O5|9000000V0 Find Comparable Sales within this Subdivision . . LAND INFORMATION Land Assess M LLand UnEl Unit Price I ACREAGI $3,2556] 1 New Search ] [ Find Coml2arable Sales within this Subdivision ] f?. 17 lloo" CITY OF SANFORD MECHANICAL APPLICATION PERMITNO. DATE-. G11 /0 1 THE UNDERSIGNED HEREBY APPLIES FOR A PERMIT TO INSTALL THE FOLLOWING MECHANICAL EQUIPMENT: OWNER'S NAME 411."tcz ADDRESSOFJOB— 1_), MECHANICAL CONTRACTOR: --ate RESIDENTIALZ-,_—COMMERCIAL Subject to rules and regulations of Sanford Mechanical Code NATURE OF WORK -0 41 L 2- -0 u- Appligatim Etc; SIQQQ By Signing this application I am stating that I am in Mechanical Code. C:LA I L States License# Date: I hereby name and appoint e, 14 to be my lawful attorney in fact to act for me and apply to the Building Department for a Mechanical Building permit for work to be performed at a location described as: &21721-A Section Township Range Lot Block Subdivision 51-eNU14 ON 7 ONN-ner of Property and -Address) and to sign my name and do all things necessary to this appointment. R. Dale Perkins The foregoing instrument was acknowledge before me this 1.), / - by: is personally knoAm to or who produced as identification and who did not take oath. State of Florida County of Orange Commission # Expires Notary Signature: Nq* NI Patricia R. Mongelli MUTTYXLS MY COMMiSSION # CC681467 EXPIRES September 17, 2001 1'z linnnRONDEOTHRU TROY FAIN INSVANQ. INC- CITY OF SANFORD PERMIT APPLICATION N Permit No.: __--c,,t_. _ _ _ Late: _ (*O A_______ ._. _. .__ Job Address: '1C.0 Parcel No.: --C—) (Attach Proof of Ownership & Legal Description) Description of Work: C Type of Construction: _. _ _ _ Flood Zone: Valuation of Work: $ Occupancy Type: .._—Residential -v/_Commercial Industrial Number of Stories: Number of Dwelling Units: _.___ Zoning: „ Total Square Footage: Owner: Address: City: state: Zip: Phone No.: Fax No.: Address: City: ? _ State: - Zip:. X-1 State License No.; Phone No,: °_ - _. _ ._ Fax No.: m Contact Person: Phone No.: Title Holder (If other than 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 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 CONDITIONEAS, 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 IMPROVEMENT'S TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING YOUR NOTICE OF COMMENCEMENT. No,rICF : 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 ofOwner/Agent Date Signature, otti trator/Agent Date Print Owner/Agent's Name Signature of Notary -State of Florida bate Owner/Agent is Personally Known to Me or Produced ID APPLICATION APPROVED BY: antractor/Agent's ame _ re of No ry- ate of Florida. Date Iiawn E. Gandail CO Mmimiiau # DD Q10599 r Z Expires April 28, 2005aanaodThm 01110, atlantic 13OAdWg Co Inc, Contractor/Agent is Personally Known to Me or Produced ID Date: Special Conditions: Ir Component Performance Method for Commercial Buildings ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs FLA/COM-97 Version 2.2 PROJECT NAME-STONEBROOK II CLUB AMENITIE ADDRESS: OWNER: AGENT: BUILDING TYPE: Service Establishments CONSTRUCTION CONDITION: New construction DESIGN COMPLETION: Finished Building CONDITIONED FLOOR AREA: 312 MAX. TONNAGE OF EQUIPMENT PER _SYSTEM: COMPLIANCE CALCULATION: PERMITTING OFFICE"- SEMINOLE COUNTY CLIMATE ZONE: PERMIT NO: JURISDICTION NO:6-91000 NUMBER OF ZONES: 1 2 DESIGN CRITERIA RESULT NO ENVELOPE CALCULATIONS PERFORMED - - FAILED NO LIGHTING CALCULATIONS PERFORMED FAILED NO HVAC SYSTEM CALCULATIONS PERFORMED FAILED NO WATER HEATING CALCULATIONS PERFORMED FAILED COMPLIANCE CERTIFICATION: I hereby certify that the plans and specifications covered by this calcu- lation are in compliance with the Florida Energy Ciency Code. PREPARED BY: IG _. DATE: - I hereby certify that this building is in compliance with the Florida Energy Efficiency Code. OWNER/AGENT: DATE: Review of the plans and specifica- tions covered by this calculation indicates compliance with the Florida Energy Efficiency Code. Before construction is completed, this building will be inspected for compliance in accordance with Section 553.908, Florida,autes. BUILDING OFFICIAL: DATE:- -3-2-3-0- I hereby certify(*) that the system design is in compliance with the Florida Energy Efficiency Code. ARCHITECT : SYSTEM DESIGNER REGISTRATION/STATE MECHANICAL: PLUMBING ELECTRICAL: 14:1 LIGHTING Signature is -required where Florida law requires esign7To be -performed by registered design professionals. Typed names and registration numbers may be used where all relevant information is contained on signed/sealed plans. INS V tt 11 1 ." , 41 , ("'t""3' Z71 ok BUILDING ENVELOPE SYSTEMS COMPLIANCE CHECK 4OI.------GLAZING--2O0E I------------------------------------------------v- Blevatioo Type D SC VLT Shading East Commercial 1'31 .88I .84I None 44 Total Glass Area in %ooc l = 44 Total Glass Area = 44 4O2'------W/\LI,B--2OlJB I------------------------------------- --- Elevation Type D ZooVl R 0ortb 3/4"Stoo/2oc4@>I6"oo+RIlBatt/}6"Gvo 0'080 lI 110 South 3/4"Stoo/2x4@I6«oc+BIIBrxtt/%"Qyp 0.080 Il 110 West 3/4"Stcu/2»c4@I6"mo+BlIBatt/%"Gvp 0.080 ll 313 Total Wall Area in Zone I = 533 Total (Szoso Wall Area = 533 403'------DO0B8--ZONB I------------------------------------------- --- Elevation Type D Area( North No doors 0,00 Total Dour Area in Zc)zze l = Total Door Area = 404'------RO0FS--ZONE I------------------------------------------- --- Type Color D Zooul B Area( 8bogI/I/2"WD Deo}c/WD Iruss/6"Ba Dark 0.052 Ig 312 Total Roof Area in zone I = 312 Total Roof Area = 312 405------- FLOORS -ZONE I ------------------------------------------------ --- Type InsoI 8 J\rea(S Slab on Qrade/UoiosoIated '5 312 Total Floor Area in Zone l = 312 Total Floor Area = 312 4O6.------INFILTRATION -------------------------------------------------- _- CBEC InfiltratiInfiltrationCriteria in4UG.I'J CD have been metI --^| MECHANICAL SYSTEMS B C loa oi b been o m d' (4U7'l'BCD) | ~~~ ll- 487'------ COOLING SYSTEMS ----------------------------------------------- --- Type No Efficiency ZPLV Tons l. Split System l 10 O 2. 0 4O8'------ HEATING SySTEMS----------------------------------------------- --- Type No Efficiency B7D/hr l- Electric Resistance I I 9000 409'------ VENTILATION --------------------------------------------------- --- CHECK Ventilation Criteria in 408'I.ABCD have been met' / 4I0'----- AIR DISTRIBUTION Sl[STEM---------------------------------------- --- CHECK| Duct sizing and design have been performed. (410.1.ABCD) ABD Type Duct Location Il-value Air Conditioners Unconditioned Space 6 CHECK 9 eating and balancing will be performed. (4I0.I,ABCD) I 4Il,-----PUMPS AND PZPZBK3-Z00E ----------------------------------------- Baoic prescriptive requirements in 4II'1,ABCD have been met. | V— PLUMBING SYSTEMS 4Il'-----PUMPS AND PIPING -ZONE 1 --------------------------------------- Type B-vaIue/io Diameter Thickness I. Non -Circulating 4 '75 l 4I2------ WATER HEATING SYSTEMS -ZONE 1 ---------------------------------- Type Efficiency Staodbl/I,00s InpotIlate Gallons I. <=12 kW .89 O 6 30 ELECTRICAL SYSTEMS CHECK 4I3------ ELECTRICAL POWER DIBTIlZBUIID0---------------------------- ----- Metering criteria in 4I3.I.ABCD have been met' w/ 4I4.-----MOTORS --------------------------------------------------- ----- Motor efficiencies in 4I4.1.2\BCD have been met' | ,'^~~ 4l5------ LIGHTING SYSTEMS -ZONE 1 --------------------------------------- Space Type No Control Type I No Control Type 2 No Watts Area(Sgft) Irorziog/So l On/Off 2 None 0 544 312 Total Watts for Zone I = 544 Total Area for Zone I = 312 Total Watts = 544 Total Area = 312 CHECK Lighting criteria in 415.1.ABCD have been met, 1--- l6. Operation/maintenance manual will be provided to owner.(102.1) CITY OF SANFORD ELECTRICAL PERMIT APPLICATION Permit Number. -L.1-1- L-1/1 Date: ZC2 The undersigned hereby applies for a permit to install the following plumbing: Owner's Name: Address of Job: Electrical Contr, Residential: Non -Residential: x W Number Amount Addition, Alteration, Re it (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: Apglication Fee: 10.00 TOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sanford Electrical Code. Applicant's Signature e 521 13 State License Number CITY OF SANFORD *PLUMBING PERMIT APPLICATION Permit Number: 01 1411 Date: 4-' 4 - N The undersigned hereby applies for a permit to install the following plumbing: Owners Name: Address of Job: Plumbing Contractor: -a. A. asTYA (o . Residential: Non -Residential: Number Amount Addition, Alteration, Repair (Residential & Non -Residential New Residential: One Water Closet Additional Water Closet Commercial: Minimum Permit Fee $25.00 Fixtures, Floor Drain, Trap Sewer Piping Water Piping Gas Pi in Manufactured Building Description of Work: Application Fee: 10.00 ITOTAL DUE: By Signing this application I am stating that I am in compliance with City of Sa ford Plumbing Code. Applicant's Signature nLr, State License Number I.A. CROSON COMPANY OF FLORIDA Licen(' #('1- ('014 l043 r('A ('030850 Mcmhcl C April 24. 2001 City of Sanford R0. Box 1788 Sanford, FL 32722 Attention: Building Department Co )orate Office 7420 Past Colonial Drive Orlando, Florida 32807 407) 380-6525 Fax (407) 380-9545 Estimating Division 2001 Old Hwy, 441, Suite #2 Mt. Dora, Florida 32757 352) 383-0741 Fax (352) 383-0844 Please let this letter serve as authorization for in\ employee. Diana Griarin, to obtain plumbing permits on my behalf, for the project known as the Stonebrook Apartments. Respectfully, Vz Mark F, Latourelle President J.A. Croson Company of Florida. Inc. CFC043043 State of Florida Sworn to and subscribed before me this 24"' day of April, 2001. My Commission Expires: North East Division South East Division West Coast Division 750 Grand Plaza Drive 3700 SW Wood Creek Trail 8516 Riverview Drive Orange City, Ft- 32763 Palm City, FL 34990 Riverview, FL 33569 407) 509-2412 (407) 223-9080 (813) 671-7171 Fax (904) 620-9376 Fax (561) 223-9002 Fax (813) 671-4696 Notary Public State of Florida J(DJANCINOTAYMyGomm F'P NO CC 8426'! ' M ,Illy Central West Division 2208 Everest Parkway Cape Coral. FL, 33904 941) 242-0590 Fax (941) 242-0590 South West Division 27540 Suffridge Drive Bonita Springs, FL 34135 941) 949-4984 Fax (941) 949-4985 AN 41AMM M- COMPANY t\) C' ', CITY OF SANFORD PLANS REVIEW COMMENT SHEET DATE PROJECT,cap a ADDRESS: CONTRACTOR: x PLANS REVIEWED BY: BOB BOTT BU0000848 COMMENTS: f2 -— " . e4b-7/3 A46 le' 1—n L,JA, AQ:v-5 4Q Pozvl 6a-ka A, aml tia a- Ls-' is, _-- IL' ac to'c' 4 x r VJ' d R5 (LE'A 'Li EC AA) N PERSON NOTIFIED: DATE: PHONE- FAX: NO ONE NOTIFIED: DATE RESPONSE RECEIVED: 4 v KTD CONSULTING ENGINEERS, INC. 430 E. SEMORAN - SUITE 202 CASSELBERRY, FL 32707 HYDRAULIC CALCULATIONS FOR STONEBROOK APARTMENTS BUILDING TYPE 1,UNIT-B,4 HEAD. SANFORD,FLORIDA FILE NUMBER: 99089B4 DATE: Jan 02, 2001 DESIGN DATA - OCCUPANCY CLASSIFICATION: NFPA-13R DENSITY: N/A gpm/sq.ft. AREA OF APPLICATION: N/A sq. ft. COVERAGE PER SPRINKLER: 324 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 4 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 43.7 gpm TOTAL WATER REQUIRED (including hose): 220.8 gpm FLOW AND PRESSURE (@BOR) 43.6 gpm @ 39.5 psi SPRINKLER ORIFICE SIZE: 3/811 inch DESIGN/LAYOUT BY: STEVE MOODY AUTHORITY HAVING JURISDICTION: CITY OF SANFORD CALCULATIONS BY HASS COMPUTER PROGRAM LICENSE # 705C922 HRS SYSTEMS, INC. ATLANTA, GA SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 01/02/2001 T:\99000\99089STO\99089B4.SDF JOB TITLE: STONEBROOK APARTMENTS UNIT B FOUR HEAD WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQ'D NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG PSI) PSI) (GPM) PSI) (GPM) PSI) CITY 65.0 58.0 1205.0 64.7 220.8 52.6 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 220.8 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 50.0 GPM OTHER HOSE STREAM ALLOWANCES 127.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 43.8 GPM NODE ANALYSIS DATA NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) CITY 3.0 SOURCE 52.6 170.8 A 28.0 K= 3.00 13.4 11.0 B 28.0 K= 3.00 14.5 11.4 31 29.0 16.7 C 28.0 K= 3.00 12.3 10.5 32 29.0 12.4 33 29.0 13.0 D 28.0 K= 3.00 13.0 10.8 34 29.0 16.6 3R 29.0 17.7 2R 19.0 24.0 1R lo-,o 28.8 3L 29.0 21.0 2L 19,0 25.9 1L 10.0 31.1 im 10.0 34.8 TOR 10.0 37.8 BOR 3.0 HOSE STREAM 45.7 50.0 DOM 3.0 HOSE STREAM 48.8 77.0 901 3.0 49.1 902 3.0 49.1 900 3.0 49.1 BK2 6.0 45.3 BK1 6.0 51.3 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 0I/02/2001 Z:\99000\99089BTU\99089D4.SDF JOB TITLE: STOyJEBRODK APARTMENTS D0IgC B FOUR HEAD PIPE DATA PIPE TAG PM) DZA(Z0) LENGTH PRESS. 0D ELEV. 0OZ. PT DISC. VEI,(FPS) BW(C) FT) sum. NODES FT) I() PSI) GPM) F.L./FT PSI) Pipe: I II.O 0.874 PI, 8.42 PF 1.1 A 38.0 3.0 13.4 11.0 5.9 I50 FTG 2E PE 0,8 B 28.0 3.0 14.5 11.4 0.069 I,I, 16.42 P\/ 0.2 Pipe: 3 22.4 0.874 PL 7.00 PF 2.6 B 28.0 3.0 14.5 11.4 I2'0 150 FTQ T PE 8.4 31 29.0 0.0 16.7 0.0 0.259 TL 10.00 P\/ 1.0 Pipe: 3 6.3 1.101 PI, I0.50 PF 0.1 31 29.0 0.0 16.7 0.0 2'I 150 FTQ T PE 0.0 34 29.0 0.0 16.6 0.0 0.008 TI^ 15.50 PV 0.0 Pipe: 4 I0.5 0.874 PI, 4.85 DF 0.6 C 28.0 3.0 12.3 I0.5 5'6 150 FTG E PE 0.4 32 29'0 0.0 12.4 0.0 0.064 7`L 8'96 P\7 0.2 Pipe: 5 10,5 0.874 DI, 6.66 PF 0.6 32 39.0 0.0 12.4 0-0 5'6 I50 F7Q T PE 0.0 33 29-8 0,0 13.8 0.0 0'064 TI. 9'66 PV 0.2 Pipe: 6 I0.8 0.874 PI, 3.83 PF 0.5 D 28.0 3.0 13.0 10.8 5.8 I50 FTG C PE 0.4 33 28.0 0.0 13.0 0'0 0'067 TI, 6.83 PV 0.2 Pipe: 7 2I,3 0.874 PI, I2.08 PF 3.6 33 29.0 0.0 I3.0 0.0 11.4 150 FT8 T PE 0.0 34 29'0 0.0 I6'6 0.0 0.235 TL I5,08 PV 0.8 Pipe: 8 I5-0 1.101 PI, 105.83 P-F 4.4 34 29,0 0.0 16.5 0.0 5.0 150 FTG T PE 0.0 3I^ 29.8 0.0 21.0 0.0 0,040 TI, II0'83 PV 0.2 Pipe: 9 28.8 1.I0I PI, 2.42 PF 1.0 31 29.0 0.0 16.7 0.0 9.7 150 FTG 2 PE 0.0 3B 29.0 0.0 I7'7 0.0 0.I33 TI^ 7.42 PV 0.6 Pipe: 10 28.8 1.101 PL I0.00 PF 2.0 3B 29'0 0,0 17.7 0.0 9.7 I50 FTG T PE 4.3 2fl I9'0 O'O 24,0 0.0 0,I33 TI, 15.00 PV 0.6 Pipe: II I9.8 1.101 PI, 9.00 PF 0.9 2B I9.0 8.0 24.0 0.8 6.7 150 FTG T PE 3.9 IR IO'O 0'0 28.8 0'0 0,067 7I, I4'00 PV 0.3 Pipe: 12 15.0 l-IOI PI, I0.00 pF 0.6 3L 29.0 0.0 2I.0 0.0 5.0 150 FTG I PE 4.3 3I, I9.0 0.0 25.9 0'0 0.840 TL I5.00 PV 0.2 Pipe/ 13 23.9 l'IOI PI, 9.80 PF 1.3 2L 19.0 0.0 25'9 0.0 8.0 I50 FTG T PE 3.9 lL I0.0 0'0 31.1 0'0 0'094 TI, 14.00 P\/ 0.4 3PIlIyJKLBB SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 0I/02/2001 I:\99000\99089STO\93089B4.SDF JOB TITLE: 3IO0EBBOOI{ APARTMENTS UNIT B FOUR BEAD PIPE DATA cont.) PIPE TAG Q(GPM) DZA(I0) I,IZNGTB PRESS. END ELEV. 0DZ. PZ, DISC. V8L(FPB) HW(C) FT) sum. NODES FT) K) PSI) GPM) F.L./FT PSI) Pipe; 14 8.9 1.101 PL 118.66 PF 1.9 28 19.0 0.0 24.0 0.0 3.0 150 FTQ T PE 0.0 2L I9.0 0.0 25.9 0.0 0.0I5 TI, 123.66 PV 0.1 Pipe: lS Ig.O 1.101 PI, 84.33 PF 6.0 lR 10.0 0.0 28.8 0.0 6.7 150 FTG T PE 0.0 lm I8.0 0.0 34.8 0.0 0.067 TL 89.33 PV 0.3 Pipe: 16 23.9 1.101 PI, 34.33 PF 3.7 IL I0.0 0.0 31.I 0.0 8.0 150 FTG T PE 0.0 IM I0.0 0.0 34.8 0.0 0.094 TI, 39.33 PV 0.4 Pipe: 17 43.7 1.394 PI, 26.00 DF 2.9 Im I0.0 O'O 34.8 0'0 8.2 I50 FIG Z PE 0.0 TOR I0.0 0.0 37'8 0.0 0.082 TL 32.00 PV 0.6 Pipe: 18 43.7 1.394 PI, 13.00 PF 2.3 TOR I8.0 0.0 37.8 0.0 9.2 150 FTG BB PE 5.6 BDR 3.0 H.S. 45.7 50.0 0.092 7L 25.00 PV 0,6 Pipe; 19 93.7 2'003 PI, 30.00 DF 3.1 B0R 3.0 H.S. 45.7 50.0 9.5 150 FTG 2}Z PE 0.0 DOM 3,0 H.S. 48'8 77'0 0'064 TI, 48,00 PV 0.6 Pipe: 20 170.7 4'240 PI, 20.00 PF 0.3 DOM 3.0 H.S. 48'8 77'0 3.9 150 FIG TG PE 0.0 90I 3'0 0'0 49.1 0.0 8.005 TI, 63'00 PV 0.1 Pipe: 21 99.6- 7.980 PI, 660.00 PF 0.1 90I 3.0 0.0 49.1 0.0 0,6 I50 FTG 3TI' PE 0.0 900 3.0 O'O 49'I 0'0 0.008 Z.I^ 829.00 PV 0.0 Pipe/ 32 7I.I 7'980 PI, 800.00 BF 0.0 90I 3.0 0.0 49.1 0.0 0.5 I50 FT8 T3I, PE 0.0 902 3,0 0.0 49'I 0,0 0'000 TI, 907.00 PV 0.0 Pipe: 33 7I.I 7.980 PI^ 575.00 PF 8.0 902 3.0 0,0 49.1 0.0 0.5 150 FT8 3LG PE 0.0 900 3.0 0.0 49.1 0.0 0.000 TI, 638,00 PV 0.0 Pipe: 24 170.7 8,398 PI^ 57'00 PF 0.0 900 3.0 0.0 49,1 0,0 1.0 I40 FTQ TG PE 3.9 BK2 6.0 0.0 45'3 0.0 0.000 TI, I24'00 P\/ 0.0 Pipe: 25 FIXED PRESSURE LOSS DEVICE B]II 6.0 0.0 51'3 0.0 6'0 psi, 170.7 gpm BK2 6.0 0,0 45'3 0.0 Pipe: 26 170.8 8.390 PL 82'00 Pfr 0.0 BKl 6.0 0.0 51.3 0.0 1.0 I40 FTG 3LG PE 1.3 CITY 3.0 SIlCE 52.6 0/A) 0.000 TI^ I55.00 PV 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 01/02/2001 T:\99000\99089STO\99089B4.SDF JOB TITLE: STONEBROOK APARTMENTS UNIT B FOUR HEAD NOTES: 1) Calculations were performed by the HASS 6.5.0 computer program under license no. 705C922 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been balanced to provide an average imbalance at each node of 0.008 gpm and a maximum imbalance at any node of 0.175 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 12.0 ft/sec at pipe 2. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 60.00 22.00 78.00 21.00 7.00 60.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.240 19.00 39.00 12.00 43.00 23.00 4.00 39.00 7.980 26.00 50-00 19.00 64.00 17.00 6.00 50.00 PAGE: N MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee 45ELL SwChVa BfyVa GateVa AlrmVa DryVa F W z FloTee WaChVa FloSwt 0.874 4.00 3.00 1.00 5.00 6.00 1.00 10.00 10.00 4.00 0.00 2.00 1.101 5.00 5.00 1.00 5.00 6.00 1.00 10.00 10.00 5.00 0.00 2.00 1.394 6.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 0.00 3.00 2.003 9.00 10.00 2.00 11.00 6.00 1.00 10.00 10.00 10.00 0.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 5 Date: 01/02/2001 T:\99000\99089STO\99089B4.SDF JOB TITLE: STONEBROOK APARTMENTS UNIT B FOUR HEAD WATER SUPPLY CURVE 72+ 66+ 58.0 psi @ 1205 gpm Flow Test Point 54+ IX P 48+ R E S S 42+ U R E 36+ 24+ 18+ 12+ LEGEND " X = Required Water Supply 52.61 psi @ 220.8 gpm " 6+ " 0 = Available Water Supply 64.70 psi @ 220.8 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) or KTD CONSULTING ENGINEERS, INC. 430 E. SEMORAN - SUITE 202 CASSELBERRY, FL 32707 HYDRAULIC CALCULATIONS mm STONEBROOK APARTMENTS BUILDING TYPE 1,UNIT-B,1 HEAD. SANFORD,FLORIDA FILE NUMBER: 99089B1 DATE: Jan 02, 2001 DESIGN DATA- OCqUPANCY CLASSIFICATION: NFPA-13R DENSITY: N/A gpm/sq.ft. AREA OF APPLICATION: N/A sq. ft. COVERAGE PER SPRINKLER: 324 sq.ft. NUMBER OF SPRINKLERS CALCULATED: 2 sprinklers TOTAL SPRINKLER WATER FLOW REQUIRED: 28.1 gpm TOTAL WATER REQUIRED (including hose): 205.2 gpm FLOW AND PRESSURE (@BOR) 78.1 gpm @ 45.3 psi SPRINKLER ORIFICE SIZE: 3/811 inch DESIGN/LAYOUT BY: STEVE MOODY AUTHORITY HAVING JURISDICTION: CITY OF SANFORD CALCULATIONS BY HASS COMPUTER PROGRAM (LICENSE # 705C922 HRS SYSTEMS, INC. ATLANTA, GA 4 tNo 1 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 1 Date: 01/02/2001 T:\99000\99089STO\99089B1.SDF JOB TITLE: STONEBROOK APARTMENTS UNIT B ONE HEAD WATER SUPPLY DATA SOURCE STATIC RESID. FLOW AVAIL. TOTAL REQID NODE PRESS. PRESS. @ PRESS. @ DEMAND PRESS. TAG PSI) PSI) GPM) PSI) (GPM) PSI) CITY 65.0 58.0 1205.0 64.7 205.2 50.7 AGGREGATE FLOW ANALYSIS: TOTAL FLOW AT SOURCE 205.2 GPM TOTAL HOSE STREAM ALLOWANCE AT SOURCE 50.0 GPM OTHER HOSE STREAM ALLOWANCES 127.0 GPM TOTAL DISCHARGE FROM ACTIVE SPRINKLERS 28.2 GPM NODE TAG ELEVATION NODE TYPE PRESSURE DISCHARGE FT) PSI) GPM) CITY 3.0 SOURCE 50.7 155.2 A 28.0 K= 3.00 21.8 14.0 B 28.0 23.6 31 29.0 24.2 C 28.0 22.9 32 29.0 22.5 33 29.0 22.5 D 28.0 K= 3.00 22.2 14.1 34 29.0 24.1 3R 29.0 24.6 2R 19.0 29.9 1R 10.0 34.2 3L 29.0 26.1 2L 19.0 30.7 1L 10.0 35.2 im 10.0 36.8 TOR 10.0 38.1 BOR 3.0 HOSE STREAM 44.8 50.0 DOM 3.0 HOSE STREAM 47.0 77.0 901 3.0 47.2 902 3.0 47.3 900 3.0 47.3 BK2 6.0 43.4 BK1 6.0 49.4 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 2 Date: 01/02/2001 T:\99000\99089STO\99089B1.SDF JOB TITLE: STONEBROOK APARTMENTS UNIT B ONE HEAD 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 14.0 0.874 PL 8.42 PF 1.8 A 28.0 3.0 21.8 14.0 7.5 150 FTG 2E PE 0.0 B 28.0 0.0 23.6 0.0 0.108 TL 16.42 PV 0.4 Pipe: 2 14.0 0.874 PL 7.00 PF 1.1 B 28.0 0.0 23.6 0.0 7.5 150 FTG T PE 0.4 31 29.0 0.0 24.2 0.0 0,108 TL 10.00 PV 0.4 Pipe: 3 4.5 1.101 PL 10.50 PF 0.1 31 29.0 0.0 24.2 0.0 1.5 150 FTG T PE 0.0 34 29.0 0.0 24.1 0.0 0.004 TL 15.50 PV 0.0 Pipe: 4 0.0 0.874 PL 4.96 PF 0.0 C 28.0 0.0 22.9 0.0 0.0 150 FTG E PE 0.4 32 29.0 0.0 22.5 0.0 0.000 TL 8.96 PV 0.0 Pipe: 5 0.0 0.874 PL 6.66 PF 0.0 32 29.0 0.0 22.5 0.0 0.0 150 FTG T PE 0.0 33 29.0 0.0 22.5 0.0 0.000 TL 9.66 PV 0.0 Pipe: 6 14.1 0.874 PL 3.83 PF 0.8 D 28.0 3.0 22.2 14.1 7.6 150 FTG T PE 0.4 33 29.0 0.0 22.5 0.0 0.110 TL 6.83 PV 0.4 Pipe: 7 14.1 0.874 PL 12.08 PF 1.7 33 29.0 0.0 22.5 0.0 7.6 150 FTG T PE 0.0 34 29.0 0.0 24.1 0.0 0.110 TL 15.08 PV 0.4 Pipe: 8 9.6 1.101 PL 105.83 PF 2.0 34 29.0 0.0 24.1 0.0 3.2 150 FTG T PE 0.0 3L 29.0 0.0 26.1 0.0 0.018 TL 110.83 PV 0.1 Pipe: 9 18.5 1.101 PL 2.42 PF 0.4 31 29.0 0.0 24.2 0.0 6.2 150 FTG T PE 0.0 3R 29.0 0.0 24.6 0.0 0.059 TL 7.42 PV 0.3 Pipe: 10 18.5 1.101 PL 10.00 PF 0.9 3R 29.0 0.0 24.6 0.0 6.2 150 FTG T PE 4.3 2R 19.0 0.0 29.9 0.0 0.059 TL 15.00 PV 0.3 Pipe: 11 12.8 1.101 PL 9.00 PF 0.4 2R 19.0 0.0 29.9 0.0 4.3 150 FTG T PE 3.9 1R 10.0 0.0 34.2 0.0 0.030 TL 14.00 PV 0.1 Pipe: 12 9.6 1.101 PL 10.00 PF 0.3 3L 29.0 0.0 26.1 0.0 3.2 150 FTG T PE 4.3 2L 19.0 0.0 30.7 0.0 0.018 TL 15.00 PV 0.1 Pipe: 13 15.4 1.101 PL 9.00 PF 0.6 2L 19.0 0.0 30.7 0.0 5.2 150 FTG T PE 3.9 1L 10.0 0.0 35.2 0.0 0.042 TL 14.00 PV 0.2 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 3 Date: 0I/02/2001 7,:\99000\99089STO\99089BI'SDF JOB 9CZTI.E: ST00EBRDDI{ APARTMENTS UNIT B ONE BEAD PIPE DATA root.) PIPE TAG Q(GPM) DZA(I0) LENGTH PRESS. END ELEV. 0O2. PT DISC. \/EL(FPS) HW(C) FT) Bum. NODES FT) I{) PSI) GPM) F.L./FT PSI) Pipe: 14 5.7 1.101 PI, 118.66 PF 0.8 2Il I9.0 0.0 29.9 0.0 1.9 150 FTG Z PE 0.0 2L I9.0 0.0 30.7 0.0 0.007 I,L I23'66 PV 0.0 Pipe: IS I2.8 1.101 PI. 84.33 PF 2.6 lR I0'0 0.0 34.2 0'0 4.3 I50 FTG I BE 0.0 Iy4 I0.0 0.0 36.8 0.0 0'030 TL 89,33 PV 0.1 Pipe: 16 I5.4 I.I01 PI, 34,33 PF 1.6 IL 10.0 8.0 35.2 0.0 5.2 I50 FTG T PE 0.0 lm 18'0 0.0 36.8 0.0 0.042 g[L 39.33 DV 0.2 Pipe: 17 28.1 1.394 PL 26'00 PF 1.3 Im 10'0 0.0 36.8 0.0 5.9 I50 FIG I- PE 0.8 TOR 10.0 0.0 38.1 0.0 0,040 TI, 32.00 PV 0.2 Pipe: 18 28.I 1.394 PL I3,00 PF 1.0 TOR 10.0 0-8 38.1 0-0 5.9 150 FTG BB DII 5.6 BOfl 3.0 H.S. 44.8 50'0 0.840 TI^ 25.00 PV 0.2 Pipe: 19 78.I 2,003 PI, 30.00 PF 2.2 BOB 3.0 H.S. 44.8 50.0 8.0 I50 FTQ 2E PE 0.0 DOM 3.0 H.S. 47,0 77.0 0.046 TI, 48.00 pV 0.4 Pipe: 20 155.I 4.240 PZ^ 20.00 PF 0'3 DOM 3.0 D.S. 47,0 77.0 3.5 I50 FTG TG PE 0.0 981 3.8 0.8 47,2 0.0 0'004 I,I, 63'00 DV 0.1 Pipe; 21 90'5 7.980 PI, 660'00 PF 0.1 901 3.0 0'0 47,2 0'0 0.6 I50 FTG 3TI, PE 0.0 800 3'0 0.0 47.3 0,0 0'000 7,I^ 829.00 PV 0.0 Pipe: 22 54.6 7.980 PI, 800.00 P[7 0.8 901 3'0 0'0 47.2 O'O 0.4 150 FTG T3I, PE 0,0 802 3'0 0.8 47.3 0.0 0,008 2I, 907.00 PV 0'0 Pipe: 23 64.6 7.980 PI, 575.00 PF 0.0 902 3.0 0.0 47,3 O'O 0,4 150 FTG 3LG PE 0.0 900 3.0 0.0 47.3 0'0 0.000 TI, 638.00 PV 0.0 Pipe: 24 155,1 8,390 PL 57.00 PE/ 0.0 900 3,0 0.0 47.3 0.0 0,9 140 FTG TG PE 3.9 BD3 6.0 0.0 43.4 0.0 0'000 TL 124.00 PV 0.0 Pipe: 25 FIXED PRESSURE LOSS DEVICE BKI 6.0 0.0 49.4 0.0 6.8 poi, 155.1 gpm B9[2 6.0 0.0 43.4 0.0 Pipe: 26 I55.2 8.390 PI, 82.00 PF 0.0 DI(I 6.0 0.0 49.4 0.8 0.9 140 FTG 3LG PE 1.3 CITY 3.0 SRCB 50.7 N/A) 0.000 I`Z, I55.00 P\/ 0.8 SPRINKLER SYSTEM HYDRAULIC ANALYSIS Page 4 Date: 01/02/2001 T:\99000\99089STO\99089B1.SDF JOB TITLE: STONEBROOK APARTMENTS UNIT B ONE HEAD NOTES: 1) Calculations were performed by the HASS 6.5.0 computer program under license no. 705C922 granted by HRS Systems, Inc. 4792 LaVista Road Tucker, GA 30084 2) The system has been balanced to provide an average imbalance at each node of 0.007 gpm and a maximum imbalance at any node of 0.166 gpm. 3) Velocity pressures are printed for information only, and are not used in balancing the system. Maximum water velocity is 8.0 ft/sec at pipe 19. 4) PIPE FITTINGS TABLE Pipe Table Name: STANDARD.PIP PAGE: D MATERIAL: DIRON HWC: 140 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 8.390 31.00 60.00 22.00 78.00 21.00 7,00 60.00 PAGE: E MATERIAL: PVC150 HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G N Ell Tee LngEll ChkVlv BfyVlv GatVlv NPTee 4.240 19.00 39.00 12.00 43.00 23.00 4.00 39.00 7.980 26.00 50.00 19.00 64.00 17.00 6.00 50.00 PAGE: N MATERIAL: CPVC HWC: 150 Diameter Equivalent Fitting Lengths in Feet in) E T L C B G A D Ell Tee 45ELL SwChVa BfyVa GateVa AlrmVa DryVa F W z FloTee WaChVa FloSwt 0.874 4.00 3.00 1.00 5.00 6.00 1.00 10.00 10.00 4.00 0.00 2.00 1.101 5.00 5.00 1.00 5.00 6.00 1.00 10.00 10.00 5.00 0.00 2.00 1.394 6.00 6.00 2.00 7.00 6.00 1.00 10.00 10.00 6.00 0.00 3.00 2.003 9.00 10.00 2.00 11.00 6.00 1.00 10.00 10.00 10.00 0.00 5.00 SPRINKLER SYSTEM HYDRAULIC ANALYSTS Page 5 Date: 01/02/2001 T:\99000\99089STO\99089B1.SDF JOB TITLE: STONEBROOK APARTMENTS UNIT B ONE HEAD WATER SUPPLY CURVE 72+ 66+ 0\\\\\ 58.0 psi @ 1205 gpm Flaw Test Point 54+ P 48+ R E S S 42+ U R E 36+ P S z 30+ 24+ 18+ 12+ LEGEND " X = Required Water Supply 50.73 psi @ 205.2 gpm " 6+ " 0 = Available Water Supply " 64.74 psi @ 205.2 gpm " 0++-+---+----+-----+------+--------+--------+---------+-----------+ 400 600 800 1000 1200 1400 1600 1800 2000 FLOW (GPM) CITY OF SANFORD FIRE DEPARTMENT FEES FOR SERVICES PHONE # 407-302-1091 * FAX #: 407-330-5677 DATE: 3 PERMIT #: BUSINESS NAME/ PROJECT: ADDRESS: c' PHONE NO.: F 1- FAX N 0.: CONST. INSP. C/ 0 INSP.:[ REINSPECTION PLANS REVIEW [4" F. A. [ ] F.S. HOOD PAINT BOOTH BURN PERMIT TENT PERMIT [ ] TANK PERMIT 0-1-HER [ ] TOTAL FEES: PER UNIT SEE BELOW) COMMENTS: s i 4,41 s Address 1 Bldg- Unit # Square Footage Fees mr Blda. / Unit V6 2, 33. Y4. 1, 5, 1, V. 9. 10. IL 12. 13. 14. 15. 16. 17. 18. 19. 20. Fees must be paid to Sanford Building Department, 300 N. Park Ave., Sanford, FT 32771 Phone 4 -407-1 330-5656. Proof ot'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 Project Name: Owner/Contact Person: Address: DEVELOPMENT FEE WORKSHEET CITY OF SANFORD UTILITY - ADMIN. P. O. BOX 1788 SANFORD, FL 32772-1788 7L Date: Phone: Type of Development: 1) RESIDENTIAL Type of Units (single family or multi -family): 71t Total Number of Units: Type of Utility Connection individual connections or central water meter & common sewer tap): Water Meter Size (3/411, 1", 211, 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 (3/411 lit, 2", etc.) REMARKS: CONNECTION FEE CALCULATION: 7 + 20 7-o'7*(_ -z -/ _-) o Name - Signature - Date REVISED c nrF 4 00K G,, nor; 02 c f Q R 5 Uv 1'1A7Ptgc.-7 IC-4 c I 3 Ar t oca t t? as ,k., f i f uQ c Q gy'# L 2 t/qv I z x 3 8 I S" T.: If s- 2 S wPj?-S.e r`ArPgc'r Add. Z Y G So k" Z.2 r 1• O 3 81 s, o0 i! 46 Q 00-10 d 4 ss-0 u 3 s'z so 7o l 3fYoouvd , sc)oiT 2 t 2 c c Goc) D 3 t o 0 o S 7o•vE QR aaGt 2. S r' f c Sa 2 ©4 g j $' U l l? o o 3 O Y o / 8 0 u s . aRaor l l '? o 3 0 o o 2 3 0 1l 2 u rT$ t tj Hoes c VvR-r6A be- 2) 2 Soo c poA/Erz Of ATToZNEY Date: 'a a-z)l Reference: ;<ji.l,-c vim.- yu -... To Whom It May Concern: 1, Tracy S. Forrest, State Certified General Cotractor, License CGC-01 9537, herewith grant authority to to sign on my behalf as Power of Attorney, to obtain permits and related documents on behalf of Winter Park Construction Company and myself. Respectfully, WINTER PARK CONSTRUCTION COMPANY ra Forrest, President NOTE: This notice is void after sixty (60) days from the above date. State of Flgrida County of grange rument was acknowledged before me this e-day ofT=9 1004; by TracyS. Forrest, who is personal) known to me.' i-CITY R1 W!,' slf Notary Pu6lic State of Flori6a 221 Circle Drive, Maitland, FL 32751 Phone: (407) 644-8923 - Fax: (407) 646-1972 - Internet: http://www.wpc.com - W 1100, CITY OF SANFORD PERMIT APPLICATION Permit No.:J Date: Job Address: Parcel No.: (Attach Proof of Ownership & Legal Description) Description of Work: Type of Construction: OL 1JAlow-V Flood Zone: Valuation of Work: Occupancy Type: "esidential —Commercial Industrial Number of Stories: Number of Dwelling Units: _ Zoning: _ Total Square Footage: Owner: Address: 61 W .iF City: ZoAJ6 Phone No.: 4) Contractor: &/i"Ayex— ) Address: City: _—A Phone No.: State-, Fax No.: M1 Zip: State: Zip: -3,??7 tateLicenseNo.: Fax No.: 7 Contact Person: M Phone No.: ',Y Title Holder (If other than Owner): Address: Bonding Company: Address: Mortgage 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 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 f Owner/ ent f Date Print wner/ gent's iNa_Mked4_, StaSigtoreai`, -6 of 00 a[74 gate My i 2, Zk""? 6,5 Owner/Agent is Personally Known to Me or Produced ID Signature of Co'ntr o lit Date Print Contractor/Agent's Name Date nna Contractor/Agentis L— Pcrsonally Known to Me or Produced I D APPLICATION APPROVED BY: Date: Special Conditions: 14 TRACT "C", PLACID LAKE AS RECORDED IN PLAT BOOK 43 PAGE 5 THROUGH 10 OF THE PUBLIC RECORDS OF SEMINOLE COUNTY, FLORIDA.