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05-1120-000I ►A CORM 600A -2001 i FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A Project Name: PITA FAMILY RES. Builder- Address: 5773 SW 81 st. STREET Permitting Office, DADE City, State: SOUTH MIAMI, FL Permit Number Owner. Jurisdiction Number. 233300 Climate Zone. South 1. New construction or existing New - 12. Cooling systems 2. Single family or multi - family Single family - a. Central Unit Cap- 42.0 kBtu/hr _ 3. Number of units, if multi - family 1 _ SEER: 12 25 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap: 18.8 kBtu/hr _ 5. Is this a worst case? No _ SEER. 12 00 6. Conditioned floor area (ft') 4310 ft' c. Central Unit Cap: 42 0 kBtu/hr _ 7. Glass area & type Single Pane Double Pane _ SEER. 12.25 _ a. Clear glass, default U- factor 743.7 ft' 0.0 ft' _ 13. Heating systems b. Default tint 0 0 ft' 0.0 ft' _ a Electric Strip Cap: 34 0 kBtu/hr _ c. Labeled U or SHGC 0.0 ft' 0.0 ft' COP. 100 _ -8. Floor types _ b Electric Strip Cap: 17 0 kBtu/hr _ a. Slab -On -Grade Edge Insulation R =0.0, 246 0(p) ft _ COP. 1.00 _ I. N/A _ c. Electric Strip Cap: 34.0 kBtu/hr _ " c. N/A COP- 1.00 _ 9. Wall types _ 14. Hot water systems a. Concrete, Int Insul, Exterior R =4.1, 2759.0 W _ a Electric Resistance Cap. 80.0 gallons _ b. Concrete, Int Insul, Adjacent R =4.1, 237 0 ft' _ EF: 0 87 _ c. N/A _ b. Electric Resistance Cap. 80.0 gallons _ d N/A _ EF. 0.87 _ e. N/A c. Conservation credits _ 10. Ceiling types _ (HR -Heat recovery, Solar a Under Attic R =30.0, 2440.0 ft' _ DHP- Dedicated heat pump) b. N/A _ 15 HVAC credits _ c. N/A (CF- Ceiling fan, CV -Cross ventilation, 11. Ducts _ HF -Whole house fan, a. Sup: Unc Ret: Con. AH: Interior Sup R=6.0,40.0 ft' _ PT- Programmable Thermostat, b. 2 Others 42 0 ft MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.17 Total as -built points: 58903 PASS Total base points- 63423 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. PREPARED BY: DATE • F r I hereby certify that this t�- iIM , as desi %ned, is* z compliance with the For n ft OWNER/AGENT DATE: n�- i Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code Before construction is completed this building will be inspected for compliance with Section 553.908 Florida Statutes BUILDING OFFICIAL: DATE: FLRCPB 2 30 v S�0 N A►1•� rVC14WC r %„=I sion v ) FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT # EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 BASE AS -BUILT GLASS TYPES 18 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points .18 4310.0 32.50 25213.5 Single, Clear N 20 22 120 3646 073 3205 Single, Clear N 00 00 165 3646 100 6016 Single, Clear N 100 88 800 3646 070 20433 Single, Clear N 100 53 360 3646 064 8405 Single, Clear N 00 00 585 3646 100 21330 Single, Clear N 20 58 660 3646 090 21636 Single, Clear N 20 47 480 3646 086 15118 Single, Clear S 00 00 90 6693 100 6023 Single, Clear S 00 00 390 6693 100 26101 Single, Clear S 100 68 390 6693 047 12353 - Single, Clear S 00 00 120 6693 1 00 8031 Single, Clear S 20 22 40 6693 053 1428 Single, Clear S 20 58 330 6693 079 17357 Single, Clear W 20 77 120 7053 091 7708 Single, Clear W 20 52 240 7053 082 1391 0 Single, Clear W 20 62 293 7053 087 17907 Single, Clear W 20 57 147 7053 084 8740 Single, Clear W 20 47 120 7053 079 6721 Single, Clear W 20 22 120 7053 058 4909 Single, Clear E 00 00 640 7871 100 50375 Single, Clear E 00 00 133 7871 1 00 10495 Single, Clear E 28 88 440 7871 087 30002 Single, Clear E 20 58 293 7871 085 19621 Single, Clear E 20 48 360 7871 080 22631 As -Built Total: 743.7 35045.5 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 2370 1 00 2370 Concrete, Int Insul, Exterior 41 27590 232 63871 Exterior 27590 270 74493 Concrete, Int Insul, Adjacent 41 2370 1 19 2820 Base Total: 2996.0 7686.3 As -Built Total: 2996.0 5569.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 420 260 1092 Exterior Wood 240 940 2256 Exterior 440 640 2816 Exterior Wood 200 940 1880 Adjacent Wood 240 380 91 2 Adjacent Wood 180 380 684 Base Total: 85.0 390.8 As -Built Total: 86.0 573.2 EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT # EnergyGauge'rm DCA Form 60OA -2001 EnergyGauge4D/FlaRES'2001 FLRCPB v3 30 BASE AS -BUILT CEILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points Under Attic 24400 280 68320 Under Attic 300 2440 0 2 77 X 1 00 67588 Base Total: 2440.0 6832.0 As -Built Total: 2440.0 6768.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 246 0(p) -200 -49200 Slab -On -Grade Edge Insulation 0 0 246 0(p -2000 -49200 Raised 00 000 00 Base Total: -4920.0 As -Built Total: 246.0 -4920.0 INFILTRATION Area X BSPM = Points Area X SPM = Points - 43100 1879 809849 43100 1879 80984.9 Summer Base Points: 116187.5 Summer As -Built Points: 126111.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 126111 7 0 409 (1 067 x 1 165 x 0 90) 0 278 1 000 160458 126111 7 0 183 (1 067 x 1 165 x 0 90) 0 284 1 000 73321 126111 7 0 409 (1 067 x 1 165 x 0 90) 0 278 1 000 160458 116187.5 0.4266 49565.6 126111.7 1.00 1.119 0.279 1.000 39421.2 EnergyGauge'rm DCA Form 60OA -2001 EnergyGauge4D/FlaRES'2001 FLRCPB v3 30 ,FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS- 5773 SW 81 St. STREET, SOUTH MIAMI, FL, PERMIT # EnergyGauge® DCA Form 60OA -2001 EnergyGauge4D/FlaRES'2001 FLRCPB v3 30 BASE AS -BUILT GLASS TYPES .18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X WPM X WOF = Point .18 4310.0 2.36 1830.9 Single, Clear N 20 22 120 603 097 701 Single, Clear N 00 00 165 603 1 00 995 Single, Clear N 100 88 800 603 096 4649 Single, Clear N 100 53 360 603 095 2072 Single, Clear N 00 00 585 603 1 00 3529 Single, Clear N 20 58 660 603 099 3931 Single, Clear N 20 47 480 603 098 2847 Single, Clear S 00 00 90 449 1 00 404 Single, Clear S 00 00 390 449 1 00 1753 Single, Clear S 100 68 390 449 1 40 2456 Single, Clear S 00 00 120 449 1 00 539 Single, Clear S 20 22 40 449 1 31 236 Single, Clear S 20 58 330 449 1 05 1562 Single, Clear W 20 77 120 5.49 1 00 658 Single, Clear W 20 52 240 549 1 00 1321 Single, Clear W 20 62 293 549 1 00 161 1 Single, Clear W 20 57 147 549 1 00 806 Single, Clear W 20 47 120 549 100 661 Single, Clear W 20 22 120 549 1 02 676 Single, Clear E 00 00 640 477 1 00 3054 Single, Clear E 00 00 133 477 1 00 636 Single, Clear E 28 88 440 477 1 03 2159 Single, Clear E 20 58 293 477 1 03 1442 Single, Clear E 20 48 360 477 1 04 1783 As -Built Total: 743.7 4048.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 2370 050 1185 Concrete, Int Insul, Exterior 41 27590 103 28556 Exterior 27590 060 16554 Concrete, Int Insul, Adjacent 41 2370 045 1055 Base Total: 2996.0 1773.9 As -Built Total: 2996.0 2961.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 420 1 30 546 Exterior Wood 240 280 672 Exterior 440 1 80 792 Exterior Wood 200 280 56 0 Adjacent Wood 240 190 456 Adjacent Wood 180 190 342 Base Total: 86.0 133.8 As -Built Total: 86.0 203.0 EnergyGauge® DCA Form 60OA -2001 EnergyGauge4D/FlaRES'2001 FLRCPB v3 30 FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT # EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 BASE AS -BUILT CEILING TYPES Area X BWPM = Points Type R -Value Area X WPM X WCM = Points Under Attic 24400 010 2440 Under Attic 300 24400 010X`100 244 0 Base Total: 2440.0 244.0 As -Built Total: 2440.0 244.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 246 0(p) -21 -5166 Slab -On -Grade Edge Insulation 0 0 246 0(p -210 -5166 Raised 00 000 00 Base Total: -516.6 As -Built Total: 246.0 -516.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 43100 -006 -2586 43100 -006 -2586 Winter Base Points: 3207.4 Winter As -Built Points: 6681.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6681 0 0 400 (1 085 x 1 137 x 0 91) 1 000 1 000 30001 6681 0 0.200 (1 085 x 1 137 x 0 91) 1 000 1 000 15000 6681 0 0 400 (1 085 x 1 137 x 0 91) 1 000 1 000 30001 3207.4 0.6274 2012.3 1 6681.0 1.00 1.123 1.000 1.000 7500.2 EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS. 5773 SW 81 St. STREET, SOUTH MIAMI, FL, PERMIT #. BASE CODE COMPLIANCE STATUS BASE AS -BUILT WATER HEATING Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 49566 2012 Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total Bedrooms Volume Bedrooms Ratio Multiplier 5 236900 118450 800 087 5 050 239623 100 59906 800 087 5 050 239623 1 00 59906 As -Built Total: 11981.1 PASS _mss 0— � h� WE EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3 30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling + Heating + Hot Water = Total Points Points Points Points 49566 2012 11845 63423 39421 7500 11981 58903 PASS _mss 0— � h� WE EnergyGaugeTM DCA Form 60OA -2001 EnergyGauge® /FIaRES'2001 FLRCPB v3 30 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details I ADDRESS 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT * 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Exterior Windows & Doors 606 1 ABC 1 1 Maximum 3 cfm/sq ft window area 5 cfm/sq ft door area ✓ Exterior & Adjacent Walls 6061 ABC 1 21 Caulk, gasket, weatherstrip or seal between windows /doors & frames, surrounding wall, Swimming Pools & Spas 6121 foundation & wall sole or sill plate, joints between exterior wall panels at corners, utility r penetrations, between wall panels & top /bottom plates, between walls and floor (� EXCEPTION Frame walls where a continuous infiltration barrier is installed that extends Shower heads 6121 from and is sealed to the foundation to the top plate Floors 606 1 ABC 1 2 2 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 1 2 3 Between walls & ceilings, penetrations of ceding plane of top floor, around shafts, chases, Insulation 604 1, 602 1 soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate, ry Common ceding & floors R -11 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 606 1 ABC 1 2 4 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 Air barrier on perimeter of floor cavity between floors k Additional Infiltration reqts 606 1 ABC 1 3 Exhaust fans vented to outdoors, dampers, combustion space heaters comply with NFPA, ✓ have combustion air BA -22 OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 6121 Comply with efficiency requirements in Table 6 -12 Switch or clearly marked circuit ✓ breaker electric or cutoff as must be provided External or built -in heat trap required Swimming Pools & Spas 6121 Spas & heated pools must have covers (except solar heated) Non - commercial pools r must have a pump timer Gas spa & pool heaters must have a minimum thermal efficiency of 78% Shower heads 6121 Water flow must be restricted to no more than 2 5 gallons per minute at 80 PSIG Air Distribution Systems 6101 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 HVAC Controls 6071 Separate readily accessible manual or automatic thermostat for each system Insulation 604 1, 602 1 Ceilings -Min R -19 Common walls -Frame R -11 or CBS R -3 both sides Common ceding & floors R -11 EnergyGauge*" DCA Form 60OA -2001 EnergyGauge4D/FlaRES'2001 FLRCPB v3 30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.8 The higher the score, the more efficient the home. ,5773 SW 81 st STREET, SOUTH MIAMI, FL, 1. New construction or existing New _ 2. Single family or multi- family Single family 3. Number of units, if multi - family 1 _ 4. Number of Bedrooms 5 _ 5 Is this a worst case? No _ 6 Conditioned floor area (W) 4310 ft2 7. Glass area & type Single Pane Double Pane _ a. Clear - single pane 743.7 ft2 0.0 ft2 _ b. Clear - double pane 0.0 ft2 0.0 ft2 _ c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 _ d. Tint/other SHGC - double pane 8. Floor types . a Slab -On -Grade Edge Insulation R=0 0, 246.0(p) ft b. N/A _ c. N/A 9. Wall types _ a. Concrete, Int Insul, Exterior R =4.1, 2759.0 ft2 _ b. Concrete, Int Insul, Adjacent R=4.1, 237 0 ft2 _ c. N/A _ d. N/A _ e. N/A 10. Ceiling types _ a. Under Attic R =30.0, 2440.0 ft2 _ b. N/A _ c. N/A 11 Ducts _ a. Sup- Unc Ret: Con. AH: Interior Sup. R =6.0, 40.0 ft2 _ b 2 Others 42.0 ft 12 Cooling systems a. Central Unit b. Central Unit c. Central Unit 13 Heating systems a Electric Strip b. Electric Strip c. Electric Strip 14 Hot water systems a. Electric Resistance b. Electric Resistance c. Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15. HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, 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• 42 0 kBtu/hr _ SEER: 12.25 _ Cap- 18.8 kBtu/hr _ SEER: 12.00 _ Cap 42.0 kBtu/hr _ SEER: 12.25 Cap: 34.0 kBtu/hr _ COP. 1.00 _ Cap: 17.0 kBtu/hr _ COP. 1.00 Cap- 34.0 kBtu/hr COP. 1.00 _ Cap: 80.0 gallons EF 0.87 _ Cap: 80.0 gallons _ EF 0 87 _ *NOTE: The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStar designation), your home may qualms for energy efficiency mortgage (EEM incentives if you obtain a Florida Energy Gauge Rating Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www.fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community AffaiXiwrS,p ersion: FLRCPB v3.30) Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Code Only 5773 SW 81 st. STREET PITA FAMILY RES. Professional Version SOUTH MIAMI, FL Climate South 7/27/2005 Building Loads Energy Use Base As -Built Summer: 1.1619E5 poi SSummer: 126112 points Winter: 3207 points Winter: 6681 points Hot Water: 10424 points Hot Water: 10424 points Total: 129818 point4 Total: 143216 points PASS e- Ratio: 0.93 EnergyGauge®(Version FLRCPB v3 30) Energy Use Base As -Built Cooling: 49566 points Cooling: 39421 points Heating: 2012 points Heating: 7500 points Hot Water: 11845 points Hot Water: 11981 points Total: 63423 points Total: 58903 points PASS e- Ratio: 0.93 EnergyGauge®(Version FLRCPB v3 30) System Sizing Calculations - Winter Residential Load - Component Details Project Title: Code Only 5773 SW 81 st STREET PITA FAMILY RES Professional Version SOUTH MIAMI, FL Climate South Reference City- Miami (Defaults) Winter Temperature Difference: 23 0 F 7/27/2005 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 1, Clear, Metal, 1.00 N 120 230 276 Btuh 2 1, Clear, Metal, 1 00 N 165 23.0 380 Btuh 3 1, Clear, Metal, 1.00 N 800 230 1840 Btuh 4 1, Clear, Metal, 1.00 N 360 230 828 Btuh 5 1, Clear, Metal, 1.00 N 585 230 1346 Btuh 6 1, Clear, Metal, 1 00 N 660 230 1518 Btuh 7 1, Clear, Metal, 1 00 N 480 230 1104 Btuh 8 1, Clear, Metal, 1.00 S 9.0 230 207 Btuh 9 1, Clear, Metal, 1 00 S 39.0 23.0 897 Btuh 10 1, Clear, Metal, 1 00 S 39.0 230 897 Btuh 11 1, Clear, Metal, 1 00 S 12.0 230 276 Btuh 12 1, Clear, Metal, 1.00 S 4.0 230 92 Btuh 13 1, Clear, Metal, 1 00 S 330 23.0 759 Btuh 14 1, Clear, Metal, 1 00 W 120 230 276 Btuh 15 1, Clear, Metal, 1.00 W 24.0 23.0 552 Btuh 16 1, Clear, Metal, 1 00 W 293 23.0 675 Btuh 17 1, Clear, Metal, 1.00 W 147 230 337 Btuh 18 1, Clear, Metal, 1 00 W 12.0 23.0 276 Btuh 19 1, Clear, Metal, 1.00 W 120 230 276 Btuh 20 1, Clear, Metal, 1.00 E 640 23.0 1472 Btuh 21 1, Clear, Metal, 100 E 133 230 307 Btuh 22 1, Clear, Metal, 100 E 440 230 1012 Btuh 23 1, Clear, Metal, 100 E 293 23.0 675 Btuh 24 1, Clear, Metal, 1 00 E 360 230 828 Btuh Window Total 744 17104 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 41 2759 48 13243 Btuh 2 Concrete - Adjacent 41 237 42 995 Btuh Wall Total 2996 14239 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 24 106 254 Btuh 2 Wood - Exter 20 106 212 Btuh 3 Wood - Adjac 24 92 221 Btuh 4 Wood - Adjac 18 9.2 166 Btuh Door Total 86 8526tuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2440 08 1952 Btuh Ceilina Total 2440 19526tuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 246 0 ft(p) 186 4576 Btuh Floor Total 246 4576 Btuh EnergyGauge® FLRCPB v3 30 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title Code Only 5773 SW 81 st STREET PITA FAMILY RES. Professional Version SOUTH MIAMI, FL Climate South 7/27/2005 Infiltration Type ACH X Building Volume CFM= Load Natural 040 38790(sgft) 259 6556 Btuh Mechanical 200 5060 Btuh Infiltration Total 459 11616 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key Floor size (penmeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3 30 Subtotal 50338 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 2517 Btuh Total Btuh Loss 52855 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key Floor size (penmeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3 30 System Sizing Calculations - Summer Residential Load - Component Details Project Title- Code Only 5773 SW 81 St. STREET PITA FAMILY RES Professional Version SOUTH MIAMI, FL Climate South Reference City. Miami (Defaults) Summer Temperature Difference: 15 0 F 7/27/2005 EnergyGauge® FLRCPB v3 30 Type Overhang Window Area(sqft) HTM Load Window Panes /SHGC /U /InSh /ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1 00, N. N N 2 216 120 00 12 0 27 27 324 Btuh 2 1, Clear, 1 00, N. N N 0 0 16 5 0 0 165 27 27 446 Btuh 3 1, Clear, 1 00, N. N N 10 8 83 800 0 0 80 0 27 27 2160 Btuh 4 1, Clear, 1 00, N, N N 10 533 36 0 00 36 0 27 27 972 Btuh 5 1, Clear, 1 00, N. N N 0 0 585 0 0 58 5 27 27 1580 Btuh 6 1, Clear, 1 00, N, N N 2 583 660 0 0 66 0 27 27 1782 Btuh 7 1, Clear, 1 00, N, N N 2 466 48 0 00 48 0 27 27 1296 Btuh 8 1, Clear, 1 00, N, N S 0 0 90 00 90 27 44 396 Btuh 9 1, Clear, 1 00, N. N S 0 0 390 00 39 0 27 44 1716 Btuh 10 1, Clear, 1 00, N. N S 10 6 83 390 195 19 5 27 44 1384 Btuh 11 1, Clear, 1 00, N, N S 0 0 120 00 12 0 27 44 528 Btuh 12 1, Clear, 1 00, N, N S 2 216 4 0 4 0 00 27 44 108 Btuh 13 1, Clear, 1 00, N, N S 2 583 330 16 5 165 27 44 1172 Btuh 14 1, Clear, 1 00, N, N W 2 766 120 00 120 27 85 1020 Btuh 15 1, Clear, 1 00, N, N W 2 516 24 0 2 6 21.4 27 85 1886 Btuh 16 1, Clear, 1 00, N, N W 2 616 293 2 6 267 27 85 2340 Btuh 17 1, Clear, 1 00, N, N W 2 566 14 7 4 0 107 27 85 1016 Btuh 18 1, Clear, 1 00, N, N W 2 466 120 4 0 8 0 27 85 789 Btuh 19 1, Clear, 1 00, N, N W 2 216 120 30 9 0 27 • 85 847 Btuh 20 1, Clear, 1 00, N, N E 0 0 64 0 00 64 0 27 85 5440 Btuh 21 1, Clear, 1 00, N, N E 0 0 133 00 133 27 85 1133 Btuh 22 1, Clear, 1 00, N, N E 2.83 8 83 440 00 44 0 27 85 3740 Btuh 23 1, Clear, 1 00, N. N E 2 583 293 35 258 27 85 2288 Btuh 24 1, Clear, 1 00, N, N E 2 4 83 360 35 32 5 27 85 2855 Btuh Window Total 1 1 744 1 37217 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 41 27590 32 8851 Btuh 2 Concrete - Adjacent 41 2370 1 6 376 Btuh Wall Total 29960 9227 Btuh Doors Type Area HTM Load 1 Wood - Exter 240 104 250 Btuh 2 Wood - Exter 200 104 208 Btuh 3 Wood - Adlac 24 0 104 250 Btuh 4 Wood - Ad1ac 180 104 187 Btuh Door Total 860 894 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic/Light 300 24400 1 2 2928 Btuh Ceiling Total 24400 2928 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 00 246 0 ft(p) 0 0 0 Btuh Floor Total 246.0 0 Btuh EnergyGauge® FLRCPB v3 30 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title Code Only 5773 SW 81 st STREET PITA FAMILY RES Professional Version SOUTH MIAMI, FL Climate- South 7/27/2005 Infiltration Type ACH Volume CFM= Load Natural 035 38790 2267 3741 Btuh Mechanical 200 3300 Btuh Infiltration Total 427 7041 Btuh Internal Occupants Btuh /occupant Appliance Load gain 10 X 300 + 1200 4200 Btuh Subtotal 61507 Btuh Duct gain(using duct multiplier of 0.10) 6151 Btuh Total sensible gain 67658 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 16250 Btuh Latent occupant gain (10 people @ 230 Btuh per person 2300 Btuh Latent other gain 0 Btuh TOTAL GAIN 86207 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF' for default) (InSh - Interior shading device none(N), Blinds /Dapernes(B) or Roller Shades(R)) (ExSh - Exterior shading device none(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3 30 Residential System Sizing Calculation Summary Project Title- Code Only 5773 SW 81 St. STREET PITA FAMILY RES. Professional Version SOUTH MIAMI, FL Climate. South Location for weather data- Miami - Defaults. Latitude(25) Temp Range(L) Load Humidi data Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r 744 sqft Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 52855 Btuh Total cooling load calculation 86207 Btuh Submitted heating capacity % of calc Btuh = Submitted cooling capacity % of calc Btuh Total (Electric Strip) 160.8 85 b0 Sensible (SHR =-0.7). 1064 71960 Btuh TOTAL HEAT LOSS Latent 1663 30840 2300 �y Total' 119.2 10280 Winfor Wanfinn I nnrl (fnr AA 1 n cnfFl WINTE7 CALCULATIONS., ,• Due13(5 %) Load component Load Load�d Window total 744 sqft 17101 c Btuh Wall total 2996 sqft 14239 Btuh Door total 86 sqft 852 Btuh Ceiling total 2440 sqft 1952 Btuh Floor total 246 ft 4576 Btuh Infiltration 459 cfm 11616 Btuh Subtotal Btuh Duct gain 50338 Btuh Duct loss Total sensible gain 2517 Btuh TOTAL HEAT LOSS 16250 52855 Btuh j into Doors(. Fl=i SUMMER CALCULATIONS Ciimmor f_nnhnn I nnrl ffnrd31n cnftl Load component Load Window total 744 sqft 37217 Btuh Wall total 2996 sqft 9227 Btuh Door total 86 sqft 894 Btuh Ceiling total 2440 sqft 2928 Btuh Floor total 0 Btuh Infiltration 427 cfm 7041 Btuh Internal gain 4200 Btuh Subtotal(sensible) 61507 Btuh Duct gain 6151 Btuh Total sensible gain 67658 Btuh Latent gain(infiltration) 16250 Btuh Latent gain(internal) 2300 Btuh Total latent gain 18550 Btuh TOTAL HEAT GAIN 86207 Btuh Laderd h•derneg3%) Leterd infd (19%) /1 Ir4 oe"5 %) ieowa(32%) 15nga(4%) W dows(43 %) Duote(7 %) Co, Intd.(B%) Doors(t %) Cedtngs(2%) vw,ns(i %) EnergyGauge® System Sizin Ad on ACCA Manual J PREPARED BY DATE If 119-941 EnergyGauge® FLRCPB v3 30 T a9 1z' . -- Ov�N M� NN11 S pEPAR g E pp,TE gVILO NG AppRO gVIL.0ING STRUCTVgA� ELEC�RICAk- iCA� MEGHA NG,: PLUM .i . 'j FORM 60OA -2001 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Community Affairs Residential Whole Building Performance Method A P. Project Name PITA FAMILY RES. Builder- Address: 5773 SW 81 st. STREET Permitting Office DADE City, State SOUTH MIAMI, FL Permit Number Owner: Jurisdiction Number. 233300 ilimate Zone South New construction or existing c. Single family or multi - family 3. Number of units, if multi - family 4. Number of Bedrooms 5 Is this a worst case? 6. Conditioned floor area (ft') 7. Glass area & type a. Clear glass, default U- factor b. Default tint c. Labeled U or SHGC 8 Floor types a. Slab -On -Grade Edge Insulation b N/A c. N/A 9 Wall types a. Concrete, Int Insul, Exterior b. Concrete, Int Insul, Adjacent c. N/A d N/A e. N/A 10. Ceiling types a. Under Attic b. N/A c. N/A 11. Ducts a. Sup Unc. Ret. Con. AH Interior b 2 Others R -4.1, 2759.0 ft' _ 9L, 237.0 ft' _ R=30 0, 2440.0 ft' _ I — Sup. R =6.0, 40.0 ft' _ e 42.0 ft 12 Cooling systems a Central Unit b Central Unit c. Central Unit 13 Heating systems a Electric Strip b Electric Strip c. Electric Strip 14. Hot water systems a Electric Resistance b Electric Resistance c Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15 HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.17 Total as -built points: 58903 PASS Total base points: 63423 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ' PREPARED BY: DATE: C I hereby certify that this build*l cb I F '- compliance with the Florida de. pia OWNER/AGENT: DATE: ' CL XTAI �.. Sin • r `�' Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code Before construction is completed this building will be inspected for compliance with Section 553 908 Florida Statutes ILDING OFFICIAL: TE: F.LRCPB v3 30) Cap: 42 0 kBtu/hr _ SEER- 12.25 _ Cap: 18.8 kBtu/hr _ SEER. 12 00 — Cap. 42.0 kBtu/hr \�,SEER. 12 25 Cap: 34.0 kBtu/hr _ COP: 100 _ Cap: 17 0 kBtu/hr _ COP. 1.00 — Cap: 34 0 kBtu/hr — COP. 1.00 — Cap. 80.0 gallons _ EF 0 87 — Cap: 80.0 gallons _ EF. 0 87 -tftE ST 1 r llgl a goo we'd` °� New _ Single family _ 1 — 5 _ No — \ 4310 ft' Single Pane Doub a arie _ 743.7 ft' 0.0 ft' — 0 0, ft' 0 0 ft' — 0.0 ft' 0.0 ft' R =0 0, 246.0(p) ft — R -4.1, 2759.0 ft' _ 9L, 237.0 ft' _ R=30 0, 2440.0 ft' _ I — Sup. R =6.0, 40.0 ft' _ e 42.0 ft 12 Cooling systems a Central Unit b Central Unit c. Central Unit 13 Heating systems a Electric Strip b Electric Strip c. Electric Strip 14. Hot water systems a Electric Resistance b Electric Resistance c Conservation credits (HR -Heat recovery, Solar DHP- Dedicated heat pump) 15 HVAC credits (CF- Ceiling fan, CV -Cross ventilation, HF -Whole house fan, PT- Programmable Thermostat, MZ- C- Multizone cooling, MZ- H- Multizone heating) Glass /Floor Area: 0.17 Total as -built points: 58903 PASS Total base points: 63423 I hereby certify that the plans and specifications covered by this calculation are in compliance with the Florida Energy Code. ' PREPARED BY: DATE: C I hereby certify that this build*l cb I F '- compliance with the Florida de. pia OWNER/AGENT: DATE: ' CL XTAI �.. Sin • r `�' Review of the plans and specifications covered by this calculation indicates compliance with the Florida Energy Code Before construction is completed this building will be inspected for compliance with Section 553 908 Florida Statutes ILDING OFFICIAL: TE: F.LRCPB v3 30) Cap: 42 0 kBtu/hr _ SEER- 12.25 _ Cap: 18.8 kBtu/hr _ SEER. 12 00 — Cap. 42.0 kBtu/hr \�,SEER. 12 25 Cap: 34.0 kBtu/hr _ COP: 100 _ Cap: 17 0 kBtu/hr _ COP. 1.00 — Cap: 34 0 kBtu/hr — COP. 1.00 — Cap. 80.0 gallons _ EF 0 87 — Cap: 80.0 gallons _ EF. 0 87 -tftE ST 1 r llgl a goo we'd` °� I .4 FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS: 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT #- EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 BASE AS -BUILT LASS TYPES 8 X Conditioned X BSPM = Points Overhang Floor Area Type /SC Ornt Len Hgt Area X SPM X SOF = Points % .18 4310.0 32.50 25213.5 Single, Clear N 20 22 120 3646 073 320.5 Single, Clear N 00 00 165 3646 100 6016 Single, Clear N 100 88 800 3646 070 20433 Single, Clear N 100 53 360 3646 064 8405 Single, Clear N 00 00 585 3646 1 00 21330 Single, Clear N 20 58 660 3646 090 21636 Single, Clear N 20 47 480 3646 086 1511 8 Single, Clear S 00 00 90 6693 1 00 6023 Single, Clear S 00 00 390 6693 1 00 26101 Single, Clear S 100 68 390 6693 047 12353 Single, Clear S 00 00 120 6693 100 8031 Single, Clear S 20 22 40 6693 053 1428 Single, Clear S 20 58 330 6693 079 17357 Single, Clear W 20 77 120 7053 091 7708 Single, Clear W 20 52 240 7053 082 1391 0 Single, Clear W 20 62 293 7053 087 17907 Single, Clear W 20 57 147 7053 084 8740 Single, Clear W 20 47 120 7053 079 6721 Single, Clear W 20 22 120 7053 058 4909 Single, Clear E 00 00 640 7871 1 00 50375 Single, Clear E 00 00 133 7871 100 10495 Single, Clear E 28 88 440 7871 087 30002 Single, Clear E 20 58 293 7871 085 19621 Single, Clear E 20 48 360 7871 080 22631 As -Built Total: 743.7 36045.6 WALL TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Adjacent 2370 100 2370 Concrete, Int Insul, Exterior 41 27590 232 63871 Exterior 27590 270 74493 Concrete, Int Insul, Adjacent 41 2370 1 19 2820 Base Total: 2996.0 7686.3 As -Built Total: 2996.0 6669.1 DOOR TYPES Area X BSPM = Points Type Area X SPM = Points Adjacent 420 260 1092 Exterior Wood 240 940 2256 Exterior 440 640 2816 Exterior Wood 200 940 1880 Adjacent Wood 240 380 912 Adjacent Wood 180 380 684 Base Total: 86.0 390.8 As -Built Total: 86.0 573.2 EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 t FORM 60OA -2001 SUMMER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT # EnergyGaugeT'4 DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 BASE AS -BUILT EILING TYPES Area X BSPM = Points Type R -Value Area X SPM X SCM = Points der Attic 24400 280 68320 Under Attic 300 24400 2 77 X 1 00 67588 Base Total: 2440.0 6832.0 As -Built Total: 2440.0 6768.8 FLOOR TYPES Area X BSPM = Points Type R -Value Area X SPM = Points Slab 246 0(p) -200 49200 Slab -On -Grade Edge Insulation 0 0 246 0(p -2000 -49200 Raised 00 000 00 Base Total: - 4920.0 As -Built Total: 246.0 - 4920.0 INFILTRATION Area X BSPM = Points Area X SPM = Points 43100 1879 80984 9 43100 1879 809849 Summer Base Points: 116187.5 Summer As -Built Points: 126111.7 Total Summer X System = Cooling Total X Cap X Duct X System X Credit = Cooling Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 1261117 0 409 (1 067 x 1 165 x 0 90) 0 278 1 000 160458 1261117 0 183 (1 067 x 1 165 x 0 90) 0 284 1 000 73321 1261117 0 409 (1 067 x 1 165 x 0 90) 0 278 1 000 160458 116187.5 0.4266 49565.6 126111.7 1.00 1.119 0.279 1.000 39421.2 EnergyGaugeT'4 DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 t_ FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS 5773 SW 81 St. STREET, SOUTH MIAMI, FL, PERMIT # EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 BASE AS -BUILT LASS TYPES 18 X Conditioned X BWPM = Points Overhang Floor Area Type /SC Omt Len Hgt Area X WPM X WOF = Point r .18 4310.0 2.36 1830.9 Single, Clear N 20 22 120 603 097 701 Single, Clear N 00 00 165 603 100 9951 Single, Clear N 100 88 800 603 096 464 9 Single, Clear N 100 53 360 603 095 2072 Single, Clear N 00 00 585 603 1 00 3529 Single, Clear N 20 58 660 603 099 3931 Single, Clear N 20 47 480 603 098 2847 Single, Clear S 00 00 90 449 100 404 Single, Clear S 00 00 390 449 1 00 1753 Single, Clear S 100 68 390 449 1 40 2456 Single, Clear S 00 00 120 449 1 00 539 Single, Clear S 20 22 40 449 1 31 236 Single, Clear S 20 58 330 449 1 05 1562 Single, Clear W 20 77 12.0 549 1 00 658 Single, Clear W 20 52 240 549 100 1321 Single, Clear W 20 62 293 549 1 00 161 1 Single, Clear W 20 57 147 549 1 00 806 Single, Clear W 20 47 120 549 1 00 661 Single, Clear W 20 22 120 549 1 02 676 Single, Clear E 00 00 640 477 1 00 3054 Single, Clear E 00 00 133 477 1 00 636 Single, Clear E 28 88 440 477 1 03 2159 Single, Clear E 20 58 293 477 1 03 1442 Single, Clear E 20 48 360 477 1 04 1783 As -Built Total: 743.7 4048.1 WALL TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Adjacent 2370 050 1185 Concrete, Int Insul, Exterior 41 27590 103 28556 Exterior 27590 060 16554 Concrete, Int Insul, Adjacent 41 2370 045 1055 Base Total: 2996.0 1773.9 As -Built Total: 2996.0 2961.0 DOOR TYPES Area X BWPM = Points Type Area X WPM = Points Adjacent 420 1 30 546 Exterior Wood 240 280 672 Exterior 440 1 80 792 Exterior Wood 200 280 56 0 Adjacent Wood 240 1 90 456 Adjacent Wood 180 1 90 342 Base Total: 86.0 133.8 As -Built Total: 86.0 203.0 EnergyGauge® DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 ti FORM 60OA -2001 WINTER CALCULATIONS Residential Whole Building Performance Method A - Details ADDRESS 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT #. EnergyGaugeTM' DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB Q 30 BASE AS -BUILT "ICING TYPES Area X BWPM = Points Type R -Value Area XWPM X WCM = Polnts er Attic 24400 010 2440 Under Attic 300 24400 0 10 X 1 00 2440 Base Total: 2440.0 244.0 As -Built Total. 2440.0 244.0 FLOOR TYPES Area X BWPM = Points Type R -Value Area X WPM = Points Slab 246 0(p) -21 -5166 Slab -On -Grade Edge Insulation 0 0 246 0(p -210 -5166 Raised 00 000 00 Base Total: -516.6 As -Built Total: 246.0 -516.6 INFILTRATION Area X BWPM = Points Area X WPM = Points 43100 -006 -2586 43100 -006 -2586 Winter Base Points: 3207.4 Winter As -Built Points: 6681.0 Total Winter X System = Heating Total X Cap X Duct X System X Credit = Heating Points Multiplier Points Component Ratio Multiplier Multiplier Multiplier Points (DM x DSM x AHU) 6681 0 0 400 (1 085 x 1 137 x 0 91) 1 000 1 000 30001 6681 0 0.200 (1 085 x 1 137 x 0 91) 1 000 1 000 15000 6681 0 0 400 (1 085 x 1 137 x 0 91) 1 000 1 000 30001 3207.4 0.6274 2012.3 6681.0 1.00 1.123 1.000 1.000 7500.2 EnergyGaugeTM' DCA Form 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB Q 30 FORM 60OA -2001 WATER HEATING & CODE COMPLIANCE STATUS Residential Whole Building Performance Method A - Details ADDRESS 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT # PASS EnergyGauge"' DCA Forth 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 CODE COMPLIANCE STATUS BASE +� BASE AS -BUILT Cooling + Heating + Points Points AS -BUILT = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 49566 2012 11845 63423 39421 7500 11981 58903 ATER HEATING umber of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit = Total edrooms Volume Bedrooms Ratio Multiplier / 5 236900 118450 800 087 5 050 239623 100 59906 800 087 5 050 239623 1 00 59906 r As -Built Total: 11981.1 PASS EnergyGauge"' DCA Forth 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 CODE COMPLIANCE STATUS BASE AS -BUILT Cooling + Heating + Points Points Hot Water Points = Total Points Cooling Points + Heating + Hot Water = Total Points Points Points 49566 2012 11845 63423 39421 7500 11981 58903 PASS EnergyGauge"' DCA Forth 60OA -2001 EnergyGauge® /FlaRES'2001 FLRCPB v3 30 0 0 FORM 60OA -2001 Code Compliance Checklist Residential Whole Building Performance Method A - Details ADDRESS: 5773 SW 81 st. STREET, SOUTH MIAMI, FL, PERMIT # 6A -21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST COMPONENTS SECTION REQUIREMENTS FOR EACH PRACTICE CHECK Extenor Windows & Doors 606 1 ABC 1 1 Maximum 3 cfm/sq ft window area 5 cfm/sq ft door area V erior & Adjacent Walls 6061 ABC 1 21 Caulk, gasket, weatherstrip or seal between windows /doors & frames, surrounding wall, Swimming Pools & Spas 6121 foundation & wall sole or sill plate, joints between exterior wall panels at corners, utility di � penetrations, between wall panels & top /bottom plates, between walls and floor ` EXCEPTION Frame walls where a continuous infiltration barrier is installed that extends Shower heads 6121 from and is sealed to the foundation to the top plate Floors 606 1 ABC 1 2 2 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 'oe to the perimeter, penetrations and seams Ceilings 606 1 ABC 1 2 3 Between walls & ceilings, penetrations of ceding plane of top floor, around shafts, chases, Insulation 604 1, 602 1 soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate, Common ceding & floors R -11 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 606 1 ABC 1 2 4 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 Air barrier on perimeter of floor cavity between floors a Additional Infiltration reqts 606 1 ABC 1 3 Exhaust fans vented to outdoors, dampers, combustion space heaters comply with NFPA, ✓ have combustion air RA -22 ATHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.) COMPONENTS SECTION REQUIREMENTS CHECK Water Heaters 6121 Comply with efficiency requirements in Table 6 -12 Switch or clearly marked circuit ✓ breaker electric or cutoff as must be provided External or built -in heat trap required Swimming Pools & Spas 6121 Spas & heated pools must have covers (except solar heated) Non - commercial pools di � must have a pump timer Gas spa & pool heaters must have a minimum thermal ` efficiency of 78% Shower heads 6121 Water flow must be restricted to no more than 2 5 gallons per minute at 80 PSIG Air Distribution Systems 6101 All ducts, fittings, mechanical equipment and plenum chambers shall be mechanically attached, sealed, insulated, and installed in accordance with the criteria of Section 610 'oe Ducts in unconditioned attics R-6 min insulation HVAC Controls .6071 Separate readily accessible manual or automatic thermostat for each system Insulation 604 1, 602 1 Ceilings -Min R -19 Common walls -Frame R -11 or CBS R -3 both sides Common ceding & floors R -11 EnergyGaugeTM DCA Form 60OA -2001 EnergyGaugeO /FlaRES'2001 FLRCPB v3 30 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE SCORE* = 84.8 The higher the score, the more efficient the home. .5773 SW 81 st. STREET, SOUTH MIAMI, FL, i 1 New construction or existing New 12. Cooling systems . 2� Single family or multi - family _ Single family _ a. Central Unit Cap: 42.0 kBtu/hr _ 3. Number of units, if multi- family 1 _ SEER: 12 25 _ 4. Number of Bedrooms 5 _ b. Central Unit Cap. 18.8 kBtu/hr _ 5. Is this a worst case9 No _ SEER: 12.00 _ 6. Conditioned floor area (ft2) 4310 ft2 c Central Unit Cap: 42.0 kBtu/hr _ 7. Glass area & type Single Pane Double Pane _ SEER- 12.25 _ a. Clear - single pane 743.7 ft2 0.0 ft2 _ 13 Heating systems b. Clear - double pane 0.0 ft2 0 0 ft2 _ a. Electric Strip Cap: 34.0 kBtu/hr _ c. Tint/other SHGC - single pane 0.0 ft2 0.0 ft2 _ COP: 1.00 _ d. Tint/other SHGC - double pane b. Electric Strip Cap. 17.0 kBtu/hr _ 8. Floor types _ COP: 100 _ a Slab -On -Grade Edge Insulation R =0 0, 246.0(p) ft _ c Electric Stnp Cap 34.0 kBtu/hr _ b N/A _ COP: 1.00 _ c. N/A 14. Hot water systems 9. Wall types _ a. Electric Resistance Cap. 80.0 gallons a. Concrete, Int Insul, Exterior R =4.1, 2759.0 ft2 _ EF 0 87 _ b. Concrete, Int Insul, Adjacent R=4.1, 237.0 ft2 _ b Electric Resistance Cap 80 0 gallons _ c N/A _ EF• 0.87 _ d. N/A _ c Conservation credits _ e N/A (HR -Heat recovery, Solar 10. Ceiling types _ DHP- Dedicated heat pump) a Under Attic R =30 0, 2440.0 ft2 _ 15. HVAC credits _ b. N/A _ (CF- Ceilmg fan, CV -Cross ventilation, c. N/A HF -Whole house fan, 11 Ducts _ PT- Programmable Thermostat, a Sup: Unc. Ret: Con AH Interior Sup. R =6.0, 40.0 ft2 _ MZ- C- Multizone cooling, b 2 Others 42 0 ft 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: •NOTE• The home's estimated energy performance score is only available through the FLARES computer program. This is not a Building Energy Rating. If your score is 80 or greater (or 86 for a US EPADOE EnergyStari"designation), your home may qualms for energy efficiency mortgage (EE* incentives ifyou obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at 3211638 -1492 or see the Energy Gauge web site at www fsec. ucf edu for information and a list of certified Raters. For information about Florida's Energy Efficiency Code For Building Construction, contact the Department of Community AffaikrArgyW ersion: FLRCPB v3.30) Summary Energy Code Results Residential Whole Building Performance Method A Project Title: Code Only 5773 SW 81 st STREET PITA FAMILY RES Professional Version SOUTH MIAMI, FL Climate South i 7/27/2005 Building Loads Energy Use Base As -Built Summer: 1.1619E5 poi .Cummer: 126112 points Winter: 3207 points Winter: 6681 points Hot Water: 10424 points Hot Water: 10424 points Total: 129818 point Total: 143216 points PASS e- Ratio: 0.93 EnergyGauge®(Version FLRCPB v3 30) Energy Use Base As -Built Cooling: 49566 points Cooling: 39421 points Heating: 2012 points Heating: 7500 points Hot Water: 11845 points Hot Water: 11981 points Total: 63423 points Total: 58903 points PASS e- Ratio: 0.93 EnergyGauge®(Version FLRCPB v3 30) System Sizing Calculations - Winter Residential Load - Component Details Project Title- Code Only 5773 SW 81 st. STREET PITA FAMILY RES Professional Version SOUTH MIAMI, FL Climate South Reference City Miami (Defaults) Winter Temperature Difference: 23 0 F 7/27/2005 Window Panes /SHGC /Frame /U Orientation Area X HTM= Load 1 1, Clear, Metal, 1.00 N 120 230 276 Btuh 2 1, Clear, Metal, 1 00 N 165 230 380 Btuh 3 1, Clear, Metal, 1 00 N 80.0 230 1840 Btuh 4 1, Clear, Metal, 1 00 N 36.0 230 828 Btuh 5 1, Clear, Metal, 1.00 N 585 230 1346 Btuh 6 1, Clear, Metal, 100 N 660 230 1518 Btuh 7 1, Clear, Metal, 1 00 N 480 230 1104 Btuh 8 1, Clear, Metal, 1.00 S 90 230 207 Btuh 9 1, Clear, Metal, 1 00 S 390 230 897 Btuh 10 1, Clear, Metal, 1 00 S 390 230 897 Btuh 11 1, Clear, Metal, 1.00 S 120 23.0 276 Btuh 12 1, Clear, Metal, 1.00 S 40 230 92 Btuh 13 1, Clear, Metal, 1 00 S 33.0 230 759 Btuh 14 1, Clear, Metal, 1 00 W 120 230 276 Btuh 15 1, Clear, Metal, 100 W 240 23.0 552 Btuh 16 1, Clear, Metal, 100 W 293 23.0 675 Btuh 17 1, Clear, Metal, 1 00 W 147 230 337 Btuh 18 1, Clear, Metal, 1.00 W 12.0 230 276 Btuh 19 1, Clear, Metal, 1.00 W 120 230 276 Btuh 20 1, Clear, Metal, 1 00 E 640 23.0 1472 Btuh 21 1, Clear, Metal, 1.00 E 133 230 307 Btuh 22 1, Clear, Metal, 1 00 E 440 230 1012 Btuh 23 1, Clear, Metal, 100 E 293 230 675 Btuh 24 1, Clear, Metal, 1 00 E 360 230 828 Btuh Window Total 744 17104 Btuh Walls Type R -Value Area X HTM= Load 1 Concrete - Exterior 4.1 2759 4.8 13243 Btuh 2 Concrete - Adjacent 41 237 42 995 Btuh Wall Total 2996 14239 Btuh Doors Type Area X HTM= Load 1 Wood - Exter 24 10.6 254 Btuh 2 Wood - Exter 20 106 212 Btuh 3 Wood - Adjac 24 92 221 Btuh 4 Wood - Adjac -18 92 166 Btuh Door Total 86 852Btuh Ceilings Type R -Value Area X HTM= Load 1 Under Attic 30.0 2440 08 1952 Btuh Ceilina Total 2440 19526tuh Floors Type R -Value Size X HTM= Load 1 Slab -On -Grade Edge Insul 0 246.0 ft(p) 186 4576 Btuh Floor Total 246 4576 Btuh EnergyGauge® FLRCPB v3 30 Manual J Winter Calculations Residential Load - Component Details (continued) Project Title Code Only 5773 SW 81 St. STREET PITA FAMILY RES Professional Version SOUTH MIAMI, FL Climate South 7/27/2005 Infiltration Type ACH X Building Volume CFM= Load Natural 0.40 38790(sgft) 259 6556 Btuh Mechanical 200 5060 Btuh Infiltration Total 459 11616 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key Floor size (penmeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3 30 Subtotal 50338 Btuh Totals for Heating Duct Loss(using duct multiplier of 0.05) 2517 Btuh Total Btuh Loss 52855 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (Frame types - metal, wood or insulated metal) (U - Window U- Factor or'DEF' for default) (HTM - ManualJ Heat Transfer Multiplier) Key Floor size (penmeter(p) for slab -on -grade or area for all other floor types ) EnergyGauge® FLRCPB v3 30 A System Sizing Calculations - Summer Residential Load - Component Details Project Title, Code Only 5773 SW 81 st STREET PITA FAMILY RES. Professional Version SOUTH MIAMI, FL Climate- South Reference City Miami (Defaults) Summer Temperature Difference, 15 0 F 7/27/2005 EnergyGauge® FLRCPB v3 30 Type Overhang Window Area(sqft) HTM Load Window Panes /SHGC /U /InSh /ExSh Ornt Len H t Gross Shaded Unshaded Shaded Unshaded 1 1, Clear, 1 00, N, N N 2 216 120 0 0 120 27 27 324 Btuh I 2 1, Clear, 1 00, N. N N 0 0 16 5 0 0 165 27 27 446 Btuh 3 1, Clear, 1 00, N, N N 10 883 800 0 0 800 27 27 2160 Btuh 4 1, Clear, 1 00, N, N N 10 533 360 00 360 27 27 972 Btuh 5 1, Clear, 1 00, N, N N 0 0 585 00 585 27 27 1580 Btuh 6 1, Clear, 1 00, N. N N 2 5 83 660 00 660 27 27 1782 Btuh 7 1, Clear, 1 00, N. N N 2 466 480 0 0 480 27 27 1296 Btuh 8 1, Clear, 1 00, N, N S 0 0 90 0 0 90 27 44 396 Btuh 9 1, Clear, 1 00, N, N S 0 0 39 0 0 0 390 27 44 1716 Btuh 10 1, Clear, 1 00, N, N S 10 683 39 0 19 5 19 5 27 44 1384 Btuh 11 1, Clear, 1 00, N, N S 0 0 120 0 0 12 0 27 44 528 Btuh 12 1, Clear, 1 00, N, N S 2 216 4 0 4 0 00 27 44 108 Btuh 13 1, Clear, 1 00, N, N S 2 583 330 16 5 16 5 27 44 1172 Btuh 14 1, Clear, 1 00, N. N W 2 766 120 00 120 27 85 1020 Btuh 15 1, Clear, 1 00, N. N W 2 516 24 0 2 6 214 27 85 1886 Btuh 16 1, Clear, 1 00, N, N W 2 616 293 2 6 26 7 27 85 2340 Btuh 17 1, Clear, 1 00, N, N W 2 566 147 4 0 107 27 85 1016 Btuh 18 1, Clear, 1 00, N, N W 2 466 120 4 0 8 0 27 85 789 Btuh 19 1, Clear, 1 00, N, N W 2 216 120 30 9 0 27 • 85 847 Btuh 20 1, Clear, 1 00, N, N E 0 0 64 0 0 0 640 27 85 5440 Btuh 21 1, Clear, 1 00, N. N E 0 0 133 0 0 133 27 85 1133 Btuh 22 1, Clear, 1 00, N. N E 2 83 8 83 440 0 0 44 0 27 85 3740 Btuh 23 1, Clear, 1 00, N. N E 2 583 29 3 3 5 258 27 85 2288 Btuh 24 1, Clear, 1 00, N, N E 2 483 360 3 5 325 27 85 2855 Btuh Window Total 1 1 744 37217 Btuh Walls Type R -Value Area HTM Load 1 Concrete - Exterior 41 27590 32 8851 Btuh 2 Concrete - Adjacent 41 2370 16 376 Btuh Wall Total 29960 9227 Btuh Doors Type Area HTM Load 1 Wood - Exter 240 104 250 Btuh 2 Wood - Exter 200 104 208 Btuh 3 Wood - Ad1ac 240 104 250 Btuh 4 Wood - Adjac 180 104 187 Btuh Door Total 860 894 Btuh Ceilings Type /Color R -Value Area HTM Load 1 Under Attic/Light 300 24400 1 2 2928 Btuh Ceiling Total 2440.0 2928 Btuh Floors Type R -Value Size HTM Load 1 Slab -On -Grade Edge Insulation 00 246 0 ft(p) 0 0 0 Btuh Floor Total 246.0 0 Btuh EnergyGauge® FLRCPB v3 30 Manual J Summer Calculations Residential Load - Component Details (continued) Project Title Code Only 5773 SW 81 st STREET PITA FAMILY RES Professional Version SOUTH MIAMI, FL Climate South 7/27/2005 infiltration Type ACH Volume CFM= Load Natural 035 38790 2267 3741 Btuh .; Mechanical 200 3300 Btuh Infiltration Total 427 7041 Btuh Internal Occupants Btuh /occupant Appliance Load plain 1 10 X 300 + 1200 1 4200 Btuh Subtotal 61507 Btuh Duct gain(using duct multiplier of 0.10) 6151 Btuh Total sensible gain 67658 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 16250 Btuh Latent occupant gain (10 people @ 230 Btuh per person 2300 Btuh Latent other gain 0 Btuh TOTAL GAIN 86207 Btuh Key Window types (SHGC - Shading coefficient of glass as SHGC numerical value or as clear or tint) (U - Window U- Factor or'DEF for default) (Irish'- Interior shading device none(N), Blinds /Dapenes(B) or Roller Shades(R)) ' (ExSh - Exterior shading device none(N) or numerical value) (Ornt - compass orientation) EnergyGauge® FLRCPB v3 30 Residential System Sizing Calculation Summary Project Title. Code Only 5773 SW 81 St. STREET PITA FAMILY RES. Professional Version SOUTH MIAMI, FL Climate. South Location for weather data- Miami - Defaults: Latitude(25) Temp Range(L) Load ikHumiditv data. Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r Window total 744 Winter design temperature 47 F Summer design temperature 90 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 23 F Summer temperature difference 15 F Total heating load calculation 52855 Btuh Total cooling load calculation 86207 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip) 160.8 85000 Sensible (SHR = 0 7) 1064 71960 2517 Btuh TOTAL HEAT LOSS Latent 166.3 30840 Btuh 2300 Btuh Total 1192 10280 WINTER CALCULATIONS Winter Heatinn I nad ffnr 4310 snftl Load component Load Load Window total Window total 744 sqft 17104 Btuh Wall total 2996 sqft 14239 Btuh Door total 86 sqft 852 Btuh Ceiling total 2440 sqft 1952 Btuh Floor total 246 ft 4576 Btuh Infiltration 459 cfm 11616 Btuh Subtotal Duct gain 50338 Btuh Duct loss 67658 2517 Btuh TOTAL HEAT LOSS 16250 Btuh 52855 Btuh InS (22' Doors(2 %) FborSM Dwft(5 %) WaW27 %) SUMMER CALCULATIONS Summer r nnlinn I nari /fnr d31 n cnffl Load component Load Window total 744 sqft 37217 Btuh Wall total 2996 sqft 9227 Btuh Door total 86 sqft 894 Btuh Ceiling total 2440 sqft 2928 Btuh Floor total 0 Btuh Infiltration 427 cfm 7041 Btuh Internal gain 4200 Btuh Subtotal(sensible) 61507 Btuh Duct gain 6151 Btuh Total sensible gain 67658 Btuh Latent gain(infiltration) 16250 Btuh Latent gain(internal) 2300 Btuh Total latent gain 18550 Btuh TOTAL HEAT GAIN 1 86207 Btuh Laterd "wnel(3%) LeteM nfd (78%) / ■ Ind 00si(5 %) fdows(32%) bngs(4 %) Wtieows(43 %) DuotW %) a,fd (e%) Doors(f %) Ca�s+Os(3%) wess(i t %) EnergyGauge® System Si based on Manual J PREPARED BY DATE EnergyGauge® FLRCPB v3 30 CITY OF SOUTH MIAMI BUILDING DEPARTMENT PLAN REVIEW COMMENT SHEET / NAME: - -- -rte 2 t e-j �tl--04 DATE: ADDRESS: -57 %-2� 5 `0 4'1 5f 0,V,vrkol 1e10- AF %� I:/,4,U 4e%�� NOTE! PROFESSIONAL ENGINEER OR ARCHITECT WILL BE REQUIRED TO MEET WITH PLAN EXAMINERS IF CORRECTIONS ARE NOT INCLUDED IN THE PLANS_FOR_SEC®NDREVIEW. _ h u C OF COo NSltDLTHHO EHOUNEERS, Ono. PROJECT NAME: U��• PROJECT #: DATE: ENG: SHEET:,-WOF.,,L ' 2 • /i-c✓a s IInAI& L 4 4, 0. 37.7 1-77 j 522 �lv + !, 9,� - 41 w ; Vs 225.E _. -7, I OF CONSULTUNO I- EHOUNCEERS9 Domco PROJECT NAME: PROJECT #: DATE: ENG: dO,�,4 / . SHEET: ---LL OF—IZ 62 . AL 1 w � ii �oyT �i a�C? 4� �Rl�b��G o ��V°FA Ty �q I 0 �Vw SERVE•CONSERVE —INACCOUNT WITH GSD GROUP INC DBA PERMITS PLUS 13255 SW 137 AVE Miami, FL 33186- Miami -Dade Water and Sewer Department INVOICE A 78919 — New Business Off ce PO Box 330316 Miami, Florida 33233 -0316 3575 South LeJeune Road, Room 114 Miscellaneous Charges STE 209 REFERENCE VERIFICATION FORM FOR 5773 SW 81 ST; SFRES REPLACING SFRES, NO INCREASE GPD. DESCRIPTION DATE September 15, 2005 PeopleSoft Acct ID #: 1_3934090567 Building Process #: X 2005241696 CUSTID 4499 J ER WATER: N/A ER SEWER: N/A .J AGMT ID: N/A QNT_Y /GPD DESCRIPTION I DIST CODE UN_ IT PRICE AMOUNT _ 1 lVerif Form- res (R -A) (Sewer) NWW -VF01 $300 0 $30.00 1 Verb if Form- res (R -A) (Water) INWT -VF01 ' $30.00 $3000 TOTAL: $60.00 i WATER DEPOSITS: SEWER DEPOSITS. —_ INVOICE NO. 78919 TOTAL: $60.00 GOT% M9 t (S) a X0240 Invoice #78919 Printed on 9115/20 •36 AM By QUEENB -LJNE 9591bccnoal( : u qq u.a + (r�butto rstomer, Yellow- General Offce, Pink -Local Office, Gold -New Business baS I62�°d$ • UD�1 1 11N3� tiVZ@IN98 : NKSI9 a 92 : 0I S-32/9I/60 lMlatfaa Vining Alum Sava- I11bIa 1 .1 2-1. Ema Miami -Dade Water and Sewer Department VERIFICATION FORM EXPIRES ONE YEAR FROM DATE ON FORM ATLAS PAGE M -19 INV# 78919 FORM # 20056854 DATE 9/15/2005 NAME OF OWNER IPITA RESIDENCE -- - - -- -- -- -- PROPERTY ADDRESS ;5773 SW 81ST ST PROPOSED USAGE / ISINGLE FAMILY RESIDENCE NO OF UNITS REPLACES: PREVIOUS ISINGLE FAMILY RESIDENCE USAGE / NO. OF UNITS PROPERTY LEGAL IMETES /BOUNDS FOLIO NUMBER 09 -4036- 000 -0581 GALLONS PER DAY INCREASE 0 PREVIOUS FLOW 3501 PREVIOUS SQUARE FOOTAGE' IL -- - 0 J❑ NEW CONSTRUCTION PROPOSED FLOW. 350 PROPOSED SQUARE FOOTAGE � -3,296 E] INTERIOR RENOVATION THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _4_ INCH WATER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF WATER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N /A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF WATER SUPPLY OR WITHD L Quelem BmioT - New Business 77;� RoproEontatIVE �-r SIGNATF REPRESENTATIVE AUTHORIZED BY URE O -- EW BUSINESS COMMENTS PSF $60.00 EXISTING PREMISE ID #3934090567 W &S I I PLANS REVIEW COMMENTS. CRITERIA S2B /A2 I - -- - -I THIS IS TO CERTIFY THAT THE MIAMI -DADE WATER AND SEWER DEPARTMENT DOES HAVE A(N) _8_ INCH GRAVITY SEWER MAIN ABUTTING THE SUBJECT LEGALLY DESCRIBED PROPERTY WE ARE WILLING TO SERVE THE SUBJECT PROPERTY, (OR, IF "WILL HAVE ", UPON PROPER CONVEYANCE AND PLACEMENT INTO SERVICE OF SEWER SEWER FACILITIES BY THE DEVELOPER UNDER AGREEMENT WITH THE DEPARTMENT, (AGREEMENT ID # N/A) SUBJECT TO PROHIBITIONS OR RESTRICTIONS OF GOVERNMENTAL AGENCIES HAVING JURISDICTION OVER MATTERS OF SEWAGE DISPOSAL FURTHERMORE, APPROVAL OF ALL SEWAGE FLOWS INTO THE DEPARTMENT'S SYSTEM MUST BE OBTAINED FROM D E R M THE ANTICIPATED DAILY WATER AND /OR SEWAGE FLOW FOR THIS PROJECT WILL BE NO GALLONS [0] GALLONS PER DAY INCREASE QUEEN BOOKER - NEW BUStNESS REPRESENTATIVE SIGNATURE OF REPRESENTATIVE AUTHORIZED BY NEW BUSINESS COMMENTS. SUBJECT TO D E R M CERTIFICATION LETTER #2005090713465229 DATED SEPTEMBER j7, 2005 PLANS REVIEW COMMENTS CONTACT NAME STACIE NICHOLS Pnnted On 9/15/2005 NB Queen Booker 9 51 49 AM PR CONTACT PHONE 11 1.1 �. • 7 -SEP -2005 MS STACIE NICHOLS GSD GROUP 12350 SW 132 CT #114 MIAMI, FL 33186 Re: Sewer Connection PITA RESIDENCE 5773 SW 81 ST SOUTH MIAMI Dear MS NICHOLS: Approval For: Environmental Resources Management Office of Plan Review Services 11805 SW 26th Street Miami, Florida 33175 -2474 T 786 -315 -2800 F 786 - 315 -2919 miamidade.gov This Department has evaluated plans and documents related to the above referenced project which is more particularly described below: PREVIOUS USE: SINGLE FAMILY RESIDENCE PROPOSED USE: SINGLE FAMILY RESIDENCE PREVIOUS FLOW (GPD): 350 PROPOSED FLOW (GPD): 350 JOB DESCRIPTION: Proposed single family residence to replace previous single family residence connected to sewer (WASD account #1960142676). DERM allocation not required. Based on this evaluation, it has been determined that this project will not result in an increase of flows to the sanitary sewer collection /transmission system over and above the flows from the most recent use at the property. Accordingly, this request is found to be in compliance with the provisions of the First Partial Consent Decree (Case No. 93 -1109 CIV MORENO) between Miami Dade County and the U.S. Environmental Protection Agency, and a Sewer Service Capacity Certification Letter is not required. By copy of this letter we are advising the appropriate building official of our Department's determination. Should you have any further questions regarding this matter, please contact the Water and Sewer Division at 372 -6524. Sincerely, F Aira, Actin Chief, Office of Plan Review Services nvir nmental Resources Management l 1 f �, cc: Building Official "Ls '',1' L!.,lt;LLC7LL'?`�`�f'y� Applicant c1 4 �' iG G.F. COo NSULTUNG ENGUNCERS, Dnc . STRUCTURAL ENGINEERING • THRESHOLD & SPECIAL INSPECTION a SBCCI CERTIFIED PLANS EXAMINERS • CERTIFICATE OF AUTHORIZATION #9129 � V STRUCTURAL CALCULATIONS FOR Pita Residence 5773 S.W. 81" Street South Miami, Florida FLORIDA BUILDING CODE 2001 NOTE: This set of calculations were prepared under my direct supervision, including the results of computer software generated results, to the extent indicated on this set of Calculations 13392 SW 128TH Street, Miami, FL 33186 • Phone: 305 - 971- GFCE(4323) • Fax: 305- 971 -4332 E -MAIL: GFCE @GFCE.NET FresnIV , Hb nar z P.E. PE# 46 � �y FOR Pita Residence 5773 S.W. 81" Street South Miami, Florida FLORIDA BUILDING CODE 2001 NOTE: This set of calculations were prepared under my direct supervision, including the results of computer software generated results, to the extent indicated on this set of Calculations 13392 SW 128TH Street, Miami, FL 33186 • Phone: 305 - 971- GFCE(4323) • Fax: 305- 971 -4332 E -MAIL: GFCE @GFCE.NET GF CONSULTING ENGINEERS { 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 !� / Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : DAVID JOHNSON 40B NUMBER PITA RESIDENCE DATE : 5/12/2005 ]DESCRIPTION MASONRY WALLS MWFRS ~ * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt r BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ 146 MPH C 2 1.00 1.00 NORMAL TO WIND DIRECTION = 60.0 FT PARALLEL TO WIND DIRECTION = 80.0 FT 25.0 FT Kh = 0.945 qh = 51.6 PSF 25.0 FT Kz = 0.945 qz = 51.6 PSF 3.50 : 12 (16.26 DEG) WALL WIND LOADS CASE A, WIND PERPENDICULAR TO RIDGE INTERIOR ZONE END ZONE 1 4 1 4 GCp 0.50 -0.40 0.75 -0.59 PRESSURE(psf) 35.0 -29.7 48.1 -39.6 CASE B, WIND PARALLEL TO RIDGE 1 4 5 6 1 4 5 6 GCp -0.45 -0.45 0.40 -0.29 -0.48 -0.48 0.61 -0.43 PRESSURE(psf) -32.5 -32.5 29.9 -24.2 -34.0 -34.0 40.7 -31.5 P = gh(GCp - GCpi) GCpi = ± 0.18 CORNER DISTANCE, a = 6.00 FT �I GF CONSULTING ENGINEERS } 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 ��II Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/12/2005 q,: CRIPTION MASONRY WALLS MWFRS * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 9UST FACTOR = 0.85 BUILDING DIMENSION NORMAL TO WIND DIRECTION = 60.0 FT BUILDING DIMENSION PARALLEL TO WIND DIRECTION = 80.0 FT MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 25.0 FT Kz = 0.945 ROOF SLOPE = 3.50 : 12 (16.26 DEG) WALL WIND LOADS WINDWARD WALL : Cp = 0.80 P = 25.8 PSF, GCpi = 0.18 P = 44.4 PSF, GCpi = -0.18 LEEWARD WALL Cp = -0.43 P = -28.3 PSF, GCpi = 0.18 P = -9.7 PSF, GCpi = -0.18 SIDE WALLS Cp = -0.70 P = -40.0 PSF, GCpi = 0.18 P = -21.4 PSF, GCpi = -0.18 qh = 51.6 PSF qz = 51.6 PSF Refer to ASCE 7 -98 Figure 6 -9 for the Wind Pressure Combinations. R GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida wf. /� CU1TOMER : DAVID JOHNSON "JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 k,ESCRIPTION MAIN GIRDER TRUSS * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** MAIN WIND FORCE RESISTING SYSTEMS * ** WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt u BUILDING DIMENSION BUILDING DIMENSION MEAN ROOF HEIGHT = DISTANCE, Z = ROOF SLOPE _ 146 MPH C 2 1.00 1.00 NORMAL TO WIND DIRECTION = 60.0 FT PARALLEL TO WIND DIRECTION = 80.0 FT 25.0 FT Kh = 0.945 qh = 51.6 PSF 25.0 FT Kz = 0.945 qz = 51.6 PSF 3.50 : 12 (16.26 DEG) ROOF WIND LOADS CASE A, WIND PERPENDICULAR TO RIDGE 2 INTERIOR ZONE END ZONE 2 3 2 3 GCp -0.69 -0.45 -1.07 -0.65 PRESSURE (psf) -44.9 -32.6 -64.5 -42.8 CASE B, WIND PARALLEL TO RIDGE GCp -0.69 -0.37 -1.07 -0.53 PRESSURE (psf) -44.9 -28.4 -64.5 -36.6 2E 3E 2 3 2a 2a P = gh(GCp - GCpi) GCpi = ± 0.18 CORNER DISTANCE, a = 6.00 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 d Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida Ilo- CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/14/2005 (DESCRIPTION MAIN GIRDER TRUSS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 435.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 qh = 51.6 PSF qz = 51.6 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA 1 2 3 GCp ( +) 0.300 0.300 0.300 GCp ( -) -0.800 -1.400 -1.400 PRESSURE(psf) VERT. COMP. HORIZ. COMP. 24.8 23.8 6.9 24.8 23.8 6.9 24.8 23.8 6.9 SUCTION(psf) VERT. COMP. HORIZ. COMP. -50.6 -48.5 -14.2 -81.5 -78.2 -22.8 -81.5 -78.2 -22.8 a a a a 2 1 2 2 1 2 3 3 3 3 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL "33186 (3U5) y /1-4 iL 5 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/12/2005 DESCRIPTION OVER HANGS * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt 900F SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 146 MPH C 2 1.00 1.00 3.50 : 12 4.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 qh = 51.6 PSF qz = 51.6 PSF GABLE /HIP ROOF WIND LOADS ROOF AREA 1 2 3 GCp ( +) 0.000 0.000 0.000 GCp ( -) -0.900 -2.200 -3.700 PRESSURE(psf) VERT. COMP. HORIZ. COMP. 9.3 8.9 2.6 9.3 8.9 2.6 9.3 8.9 2.6 SUCTION(psf) VERT. COMP. HORIZ. COMP. -55.7 -53.5 -15.6 -122.8 -117.9 -34.4 -200.1 -192.1 -56.0 a a a a 2 1 2 2 1 2 3 3 3 3 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 / Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida �D,G USTOMER : DAVID JOHNSON DATE : 5/12/2005 '0$ NUMBER PITA RESIDENCE ►ASCRIPTION TRUSSES * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** iIND VELOCITY = 146 MPH ;XPOSURE CATEGORY = C 3UILDING CATEGORY = 2 [MPORTANCE FACTOR = 1.00 Czt = 1.00 ZOOF SLOPE = 3.50 : 12 PRIBUTARY AREA = 10.0 FT2 MEAN ROOF HEIGHT = 25.0 FT DISTANCE, Z = 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 qh = 51.6 PSF qz = 51.6 PSF MULTISPAN GABLE ROOF WIND LOADS ROOF AREA 1 2 3 GCp ( +) 0.600 0.600 0.600 GCp ( -) -1.600 -2.200 -2.700 PRESSURE(psf) VERT. COMP. HORIZ. COMP. 40.2 38.6 11.3 40.2 38.6 11.3 40.2 38.6 11.3 SUCTION(psf) VERT. COMP. HORIZ. COMP. -91.8 -88.1 -25.7 -122.8 -117.9 -34.4 -148.6 -142.6 -41.6 a a a a 2 1 2 2 1 2 3 3 3 3 P = qh [ ( GCp ) - ( GCp i) ] GCpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS • 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida `/0 1 CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/12/2005 DESCRIPTION TRUSSES * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z 146 MPH C 2 1.00 1.00 3.50 : 12 15.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 qh = 51.6 PSF qz = 51.6 PSF MULTISPAN GABLE ROOF WIND LOADS ROOF AREA 1 2 3 GCp ( +) 0.565 0.565 0.565 GCp ( -) -1.565 -2.112 -2.524 PRESSURE(psf) VERT. COMP. HORIZ. COMP. 38.4 36.9 10.8 38.4 36.9 10.8 38.4 36.9 10.8 SUCTION(psf) VERT. COMP. HORIZ. COMP. -90.0 -86.4 -25.2 -118.2 -113.5 -33.1 -139.5 -133.9 -39.1 a a a a 2 1 2 2 1 2 3 3 3 3 P = gh[(GCp) - (GCpi)� GCpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS • 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida 01 CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/12/2005 DESCRIPTION TRUSSES 10' -15' WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 50.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 qh = 51.6 PSF qz = 51.6 PSF MULTISPAN GABLE ROOF WIND LOADS ROOF AREA 1 2 3 GCp ( +) 0.460 0.460 0.460 GCp ( -) -1.460 -1.851 -2.001 PRESSURE(psf) VERT. COMP. HORIZ. COMP. 33.0 31.7 9.2 33.0 31.7 9.2 33.0 31.7 9.2 SUCTION(psf) VERT. COMP. HORIZ. COMP. -84.6 -81.2 -23.7 -104.7 -100.5 -29.3 -112.5 -108.0 -31.5 a a a 2 1 2 2 1 2 3 3 3 3 P = qh [ ( GCp ) - ( GCp i) ] GCpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT 1 GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : DAVID JOHNSON /V JOB NUMBER PITA RESIDENCE DATE : 5/12/2005 DESCRIPTION TRUSSES 15' -20' WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 100.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 qh = 51.6 PSF qz = 51.6 PSF MULTISPAN GABLE ROOF WIND LOADS ROOF AREA 1 2 3 GCp ( +) 0.400 0.400 0.400 GCp ( -) -1.400 -1.700 -1.700 PRESSURE(psf) VERT. COMP. HORIZ. COMP. 29.9 28.7 8.4 29.9 28.7 8.4 29.9 28.7 8.4 SUCTION(psf) VERT. COMP. HORIZ. COMP. -81.5 -78.2 -22.8 -97.0 -93.1 -27.2 -97.0 -93.1 -27.2 a a a a 2 1 2 2 1 2 3 3 3 3 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 t? Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida do. CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/12/2005 DESCRIPTION TRUSSES 20' AND ABOVE WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 200.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 qh = 51.6 PSF qz = 51.6 PSF MULTISPAN GABLE ROOF WIND LOADS ROOF AREA 1 2 3 GCp ( +) 0.400 0.400 0.400 GCp ( -) -1.400 -1.700 -1.700 PRESSURE(psf) VERT. COMP. HORIZ. COMP. 29.9 28.7 8.4 29.9 28.7 8.4 29.9 28.7 8.4 SUCTION(psf) VERT. COMP. HORIZ. COMP. -81.5 -78.2 -22.8 -97.0 -93.1 -27.2 -97.0 -93.1 -27.2 a a a a 2 1 2 2 1 2 3 3 3 3 P = gh[(GCp) - (GCpi)] GCpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 10.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 1.000 1.000 GCp ( -) -1.100 -1.400 PRESSURE (psf ) 60.9 60.9 SUCTION (psf) -66.0 -81.5 qh = 51.6 PSF qz = 51.6 PSF ' = gh[(GCp) - (GCpi)J ;Cpi = ± 0.18 0ILDING WIDTH = 58.0 FT :ORNER DISTANCE, a = 5.8 FT I GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Z Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida P. CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C GCp ( +) BUILDING CATEGORY = 2 GCp ( -) IMPORTANCE FACTOR = 1.00 PRESSURE (psf) Kzt = 1.00 SUCTION (psf) ROOF SLOPE = 3.50 : 12 TRIBUTARY AREA = 15.0 FT2 MEAN ROOF HEIGHT = 25.0 FT DISTANCE, Z = 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.969 0.969 GCp ( -) -1.069 -1.338 PRESSURE (psf) 59.3 59.3 SUCTION (psf) -64.4 -78.3 qh = 51.6 PSF qz = 51.6 PSF ' = qh [ ( GCp ) - ( GCpi) ] ;Cpi = ± 0.18 BUILDING WIDTH = 58.0 FT 'ORNER DISTANCE, a = 5.8 FT A GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 2 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 20.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.947 0.947 GCp ( -) -1.047 -1.294 PRESSURE (psf) 58.1 58.1 SUCTION (psf) -63.3 -76.0 qh = 51.6 PSF qz = 51.6 PSF I = qh [ ( GCp ) - ( GCpi) ] ;Cpi = ± 0.18 3UILDING WIDTH = 58.0 FT ;ORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida p.1 CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 25.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.930 0.930 GCp ( -} -1.030 -1.259 PRESSURE (psf) 57.2 57.2 SUCTION (psf) -62.4 -74.3 P G a 4 5 a 4 b qh = 51.6 PSF qz = 51.6 PSF = gh[(GCp) - (GCpi)] Cpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida Nd•� CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/12/2005 DESCRIPTION MASONRY WALLS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 30.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp M 0.916 0.916 GCp ( -) -1.016 -1.232 PRESSURE (psf) 56.5 56.5 SUCTION (psf) -61.7 -72.8 qh = 51.6 PSF qz = 51.6 PSF = qh [ ( GCp ) - ( GCpi) ] �Cpi = ± 0.18 UILDING WIDTH = 58.0 FT :ORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 //A Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida of CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 35.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS I WALL AREA 4 5 GCp ( +) 0.904 0.904 GCp ( -) -1.004 -1.208 PRESSURE (psf) 55.9 55.9 SUCTION (psf) -61.1 -71.6 qh = 51.6 PSF qz = 51.6 PSF = qh [ ( GCp ) - ( GCpi) ] ;Cpi = ± 0.18 BUILDING WIDTH = 58.0 FT :ORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 6.�7 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 40.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS I WALL AREA 4 5 GCp ( +) 0.894 0.894 GCp ( -) -0.994 -1.187 PRESSURE (psf ) 55.4 55.4 SUCTION (psf) -60.5 -70.5 i a 4 5 a 4 b qh = 51.6 PSF qz = 51.6 PSF P G= gh[(GCp) - (GCpi)] Cpi = ± 0.18 BUILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 1� fl Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida � CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 50.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.877 0.877 GCp ( -) -0.977 -1.153 PRESSURE (psf) 54.5 54.5 SUCTION (psf) -59.7 -68.8 qh = 51.6 PSF qz = 51.6 PSF = qh [ ( GCp ) - ( GCpi) ] ;Cpi = ± 0.18 4UILDING WIDTH = 58.0 FT :ORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 v./ Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida /� CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 60.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.863 0.863 GCp ( -) -0.963 -1.125 PRESSURE (psf) I 53.8 53.8 SUCTION (psf) -58.9 -67.3 qh = 51.6 PSF qz = 51.6 PSF = gh[(GCp) - (GCpi)] ;Cpi = ± 0.18 BUILDING WIDTH = 58.0 FT :ORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 IV Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida Pa. CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 70.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.851 0.851 GCp ( -) -0.951 -1.102 PRESSURE (psf) 53.2 53.2 SUCTION (psf) -58.3 -66.1 a 4 5 a 4 b qh = 51.6 PSF qz = 51.6 PSF G P = qh [ (GCp) - (GCpi) ] Cpi = ± 0.18 B UILDING WIDTH = 58.0 FT CORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS • 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida �/D•�/ CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** WIND VELOCITY = 146 MPH EXPOSURE CATEGORY = C BUILDING CATEGORY = 2 IMPORTANCE FACTOR = 1.00 Kzt = 1.00 ROOF SLOPE = 3.50 : 12 (16.26 DEG) TRIBUTARY AREA = 100.0 FT2 MEAN ROOF HEIGHT = 25.0 FT Kh = 0.945 DISTANCE, Z = 25.0 FT Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.823 0.823 GCp ( -) -0.923 -1.047 PRESSURE (psf) 51.8 51.8 SUCTION (psf) -56.9 -63.3 qh = 51.6 PSF qz = 51.6 PSF = qh [ (GCp) - (GCpi) ] ;Cpi = ± 0.18 3UILDING WIDTH = 58.0 FT ;ORNER DISTANCE, a = 5.8 FT GF CONSULTING ENGINEERS 13392 SW 128 STREET MIAMI, FL 33186 (305)971 -4323 ti Copyright 2000 by Tondelli Engineering, P.A. Tampa, Florida �0,2 CUSTOMER : DAVID JOHNSON JOB NUMBER PITA RESIDENCE DATE : 5/13/2005 DESCRIPTION WINDOWS /DOORS WIND VELOCITY EXPOSURE CATEGORY BUILDING CATEGORY IMPORTANCE FACTOR Kzt ROOF SLOPE TRIBUTARY AREA MEAN ROOF HEIGHT DISTANCE, Z * ** DESIGN WIND LOADS - ASCE 7 -98 * ** * ** COMPONENTS AND CLADDING * ** 146 MPH C 2 1.00 1.00 3.50 : 12 120.0 FT2 25.0 FT 25.0 FT (16.26 DEG) Kh = 0.945 Kz = 0.945 WIND LOADS WALL AREA 4 5 GCp ( +) 0.809 0.809 GCp ( -) -0.909 -1.019 PRESSURE (Psf) 51.0 51.0 SUCTION (psf) -56.2 -61.8 qh = 51.6 PSF qz = 51.6 PSF ' = qh [ (GCp) - (GCpi) ] ;Cpi = ± 0.18 SUILDING WIDTH = 58.0 FT :ORNER DISTANCE, a = 5.8 FT cJ Q 3 WIND LOADS AT OPENINGS I ° - 15 a WINDOW AREA (FT 2) ZONE 4 (INTERIOR AREA) ALL OPENINGS LOCATED <a FROM WALL CORNERS (CORNER AREA) ( +) H ( +) H 10 OR LESS 4,;D• °1 &/v6, O 6O. 9 45/. 5 15 5'q- 3 6 *• 5� 59. 3 70.3 20 5 S, / G'19, 3 _ �8. J 74:;. o 25 57.2 67s 74. 3 30 35 . GI �• / ��• g �. �' 50 fig, l7 ��. �$, 0 60 3, 5- �'�� 3- 7r 3 70 2 S. _G 100 5/. b >120 f • O ,��w 2. D v /w ALL VALUES GIVEN ARE IN POUNDS / FT 2 V = 146 m.p.h. EXP. "C" I = 1.0 K2t = 1.0 Kd = 1.0 MEAN ROOF HEIGHT= 27.2' NOTE: VALUES MAY BE MULTIPLIED BY Kd =0.85 IF ASCE COMBINATIONS ARE USED. `I n ;TB, — ■_, : I, [[ E I ■ ■ -1rFI 1 TT}TT r2 Tel T61 I TBr r� Tel rc2 TBI 7W2 LRBi -IF — — N I : I _ m 4®12" T — — `� 2#4 (B) I 04 010" TOP ��.� ,• rsi � I ADD 5 #5 (T &B) �1 TB — —98 — :. �.,. TH I I I I = 4®12" T Cc I I I I I I � I I I I I I I I I I ' I I g508' (T) nl I VI I I I - I I I I I I #4012" (T) I I I I I I � I I I I I I 2B4 =u � 'Ir I� S 04 ®10" TOP _a P.� i 7#4 (T) T 704 (T) Im Im P� g•s Lo TB1 CY T81 1= in --- 3 #5(B) -- 2" � II T51 _ O 0115 (T) 3#5 (e) a I 4012" T ID 4012' I ( zAs (e) T C 1 m I 5A4 (T) I N 5#4 (T) I v 'I- l I I I N IL N qp TB (BELOW) TB (ABOVE) Tel ' 1' I I TBt i i TB1 II II II � II II II 1125 I1 ' - � II � II • --- - -LRB2 --- -�- - -- LRB2 -- J rc2 C6 p r_/ 2I N 1 2 3 4 5 6 7 GF CONSULTING ENGINEERS INC 13392 SW 128 Street Miami, Florida. 33186 Ph: 305 - 971-43231 Fax: 305 -971 -4332 Ver 5 8 0, 1- Dec -20D3 �:ALC Enaineenna Software Title: Dsgnr: Description Scope: Square Footing Design Description STEEL COLUMN FOOTING Job # Date: 7.50PM, 12 MAY 05 5� 2 Page V, General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 Dead Load 25.000 k Footing Dimension 4.500 It Live Load 8.500 k Thickness 12.00 in Short Term Load 0.000 k # of Bars 5 Seismic Zone 0 Bar Size Rebar Cover 5 3 250 Overburden Weight 200.000 psf fc 3,000.0 psi Concrete Weight 145 00 pcf Fy 60,000 0 psi LL & ST Loads Combine Load Duration Factor 1.250 Column Dimension 12.00 in Allowable Soil Bearing 2,000.00 psf Note: Load factoring supports 2003 IBC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C 2 Reinforcing Rebar Requirement Actual Rebar "d" depth used 8 438 in As to USE per foot of Width 0.259 in2 200 /Fy 0.0033 Total As Req'd 1 166 in2 As Req'd by Analysis 0.0012 in2 Min Allow % Reinf 00014 Min. Reinf % to Req'd 0.0016% 4.50ft square x 12.Oin thick with 5- #5 bars Max. Static Soil Pressure 1,999 32 psf Vu: Actual One -Way Allow Static Sod Pressure 2,000 00 psf Vn'Phi : Allow One -Way Max. Short Term Soil Pressure 1,999 32 psf Vu - Actual Two-Way Allow Short Term Soil Pressure 2,500 00 psf Vn•Phi : Allow Two-Way Alternate Rebar Selections... Mu :Actual 4.48 k -ft / It 6 # 4's 4 # 5's Mn ' Phi: Capacity 1255 k -ft / ft 2 # Ts 2 # Us Footing OK 30 24 psi 93 11 psi 73.57 psi 186 23 psi 3 # 6's 2 #9s 1 # 10's 'GF CONSULTING ENGINEERS INC Title: Job # 13392 SW 128 Street Dsgnr: Date: 7:44PM, 12 MAY 05 Miami, Florida. 33186 Description Ph: 305 -971 -4323/ Fax: 305 -971 -4332 Scope: „ /� GFCE @GFCE.net / / Rev, 580000 User Kw- 0605231, Ver580, 1-0ec -2003 Square Footing Design Page ig1983 -MM ENERCZc Engineenng Software pda ecwCalculahons Description STEEL COLUMN FOOTING General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 r Dead Load 32.000 k Footing Dimension 5 500 ft Live Load 15.000 k Thickness 12.00 in Short Term Load 0.000 k # of Bars 5 Seismic Zone 0 Bar Size 5 Overburden Weight 200.000 psf Rebar Cover 3 250 Concrete Weight 145 00 pcf Pc 3,000.0 psi LL & ST Loads Combine 711 k -ft / ft Fy 60,000 0 psi Load Duration Factor 1 250 3 # Ts 2 # 8's 2 # 9s 2 # 19s Column Dimension 12.00 in Allowable Soil Bearing 2,000.00 psf Note: Load factoring supports 20031BC and 2003 NFPA 5000 by virtue of their references to ACI 318-02 for concrete design. Factoring of entered loads to ultimate loads within this program is according to ACI 318-02 C.2 Reinforcing Rebar Requirement Actual Rebar "d" depth used 8.438 in As to USE per foot of Width 0.259 in2 200 /Fy 00033 Total As Req'd 1.426 in2 As Req'd by Analysis 0 0019 in2 Min Allow % Reinf 00014 Min. Reinf % to Req'd 0.0025% r►nrnbry g Footing OK 5.50ft square x 12.Oin thick with 5- #5 bars Max. Static Soil Pressure 1,898.72 psf Vu Actual One -Way 42.88 psi Allow Static Soil Pressure 2,000.00 psf Vn "Phi - Allow One -Way 93.11 psi Max. Short Tenn Soil Pressure 1,898.72 psf Vu Actual Two-Way 111.30 psi Allow Short Term Soil Pressure 2,500.00 psf Vn'Phi Allow Two-Way 186 23 psi Alternate Rebar Selections.. Mu :Actual 711 k -ft / ft 8 #4s 5 #5's 4 # 9s Mn ' Phi - Capacity 1035 k -ft / ft 3 # Ts 2 # 8's 2 # 9s 2 # 19s 'GF CONSULTING ENGINEERS INC Title: Job # 13392 SW 128 Street Dsgnr: Date: 7 41 PM, 12 MAY 05 Miami, Florida. 33186 Description Ph: 305 -971 -4323/ Fax: 305 - 971-4332 Scope : 2 GFCE @GFCE.net Rev, 580001 User KW- 0605231, Ver580, 1- 0& -2oo3 Steel Column Base Plate (c)19832003 ENERCALC Engineenng Software pAa ecwCakula6ons Description STEEL COLUMN BASE PLATE General Information ( °1 Code Ref : AISC 9th Ed ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 Loads = 0.3 . f"c' Sgrt(A21A1) • LDF Steel Section TS4x4x1 /4 A)dal Load 45 00 k Section Length 4 000 in X -X Axis Moment 0.00 k -ft Section Width 4.000 in 0 000 k Allowable Flange Thickness 0 250 in Plate Dimensions Web Thickness 0.000 in Plate Length 12.000 in Allowable Stresses Plate Width 12 000 in Concrete fc 3,000 0 psi Plate Thickness 0.750 in Base Plate Fy 36.00 ksi Load Duration Factor 1 330 Support Pier Size Anchor Bolt Data Pier Length 24 000 in Dist from Plate Edge 2.000 in Pier Width 24.000 in Bolt Count per Side 2 Tension Capacity 5.500 k Bolt Area 0.442 in2 Summary Baseplate OK Concrete Bearing Stress Bearing Stress OK Actual Bearing Stress 312 5 psi Allow per AC1318 -95, A3.1 Full Bearing: No Bolt Tension = 0.3 . f"c' Sgrt(A21A1) • LDF 2,394.0 psi Allow per AISC J9 2,793 0 psi Plate Bending Stress Thickness OK Actual fb 32,266.7 psi Max Allow Plate Fb 35,910 0 psi Tension Bolt Force Bolt Tension OK Actual Tension 0 000 k Allowable 5 500 k ' GF CONSULTING ENGINEERS INC Title: Job # 13392 SW 128 Street Dsgnr: Date: 7-39PM, 12 MAY 05 Description Miami, Florida. 33186 " Ph: 30571-4323/ Fax: 305 - 971-4332 Scope: 'v v • GFCE @GFCE.net Rev 580008 User KW- 060.5231, Ver580,1- x2003 Steel Column Page v • 19832003 ENERCALC Engmeenng Software c pda ecwCalwla6ons ' Description INTERIOR STEEL COLUMN Section Properties TS4X4X1 /4 Depth 4.000 in Weight 1219 #/ft Values for LRFD Design. . Thickness 0.250 in box 8.220 in4 J 13.500 in4 Width 4.000 In lyy 8 220 in4 000 Sox 4.110 in3 Zx 4 970 in3 • Area 3 59 in2 Syy 4110 in3 Zy 4 970 in3 Rt 2.000 in Rxx 1 510 in 0 000 Ryy 1 510 in ' Section Type = TS- Square Sketch & Diagram Add DL = 32k Add LL = 11k Add ST = Ok 1254 • d - CONSULTING ENGINEERS INC Title : Job # Date: 7.39PM, 12 MAY 05 Dsgnr: 13392 SW 128 Street Description Miami, Florida. 33186 ' Ph: 305 - 971-43231 Fax: 305- 971 -4332 Scope • GFCE @GFCE.net Page � r KW-0605231, Ver 5 8 0, 1- Dec -2003 Steel Column p� ecwCakula6ons :U-_1 983 2003 ENERCALC Engineering Software Description INTERIOR STEEL COLUMN Code Ref: AISC 9th ASD, 1997 UBC, 2003 IBC, 2003 NFPA 5000 General Information Steel Section TS4X4X114 Fy 36.00 ksi X -X Sidesway : Restrained Duration Factor 1.330 Y -Y Sidesway : Restrained Column Height 12.500 ft Elastic Modulus 29,000.00 ksi End Fb* Pin -Pin X -X Unbraced 12.500 ft Kxx 1.000 Live & Short Term Loads Combined Y -Y Unbraced 12.500 It Kyy 1.000 - Loads Axial Load. • Dead Load 32.00 k Ecc for X -X Axis Moments 0.000 in Live Load 11.00 k Ecc for Y -Y Axis Moments 0 000 in Short Term Load k Summary Column Design OK Section: TS4X4X1l4, Height = 12.50ft, Axial Loads: DL = 32 00, LL = 1100, ST = 0 00k, Ecc = 0 000in Unbraced Lengths: X -X = 12 50ft, Y -Y = 12.50ft Combined Stress Ratios Dead Live DL + LL DL + ST + (LL if Chosen) AISC Formula Ht -1 0.6811 0.2341 09152 0.6881 AISC Formula H1 - 2 04127 0.1419 05545 0.4169 AISC Formula H1 - 3 XX Axis : Fa cased per Eq. E2 -1, K *Llr < Cc YY 's • Fa c'd Per Eq, E2 -1 *Ur < Cc Stresses mffi� Allowable & Actual Stresses Dead Live DL + LL DL +Short Fa: Allowable 13.09 ksi 13 09 ksi 1309 ks] 17 41 ksi fa • Actual 8.91 ksl 3 06 ksi 1198 ksi 11 98 ksi Fb.xx : Allow [F1-6] 21 60 ksi 21.60 ksi 21.60 ksi 28 73 ksi Fb•xx . Allow [F1 -7] & IF1-81 21.60 ksi 21.60 ksi 21.60 ksi 28 73 ksi fb : xx Actual 0 00 ksi 0.00 ksi 0.00 ksi 0 00 ksi Fb:yy : Allow [F1-] 21.60 ksi 21 60 ksi 21.60 ksi 28.73 ksi Fb:yy Allow [Ft -7] & [F1-8] 21.60 ksi 21 60 ksi 2160 ksi 28.73 ksi fb . yy Actual 0.00 ksi 0 00 ksi 000 ksi 0 00 ksi Analysis Values Fex : DL +LL 15,197 psi Cm:x DL +LL 060 Cb:x DL +LL 1.00 Fey: DL +LL 15,197 psi Cmy DL +LL 0.60 Cb y DL +LL 1.00 Fex : DL +LL +ST 20,211 psi Cm:x DL +LL +ST 0.60 Cb x DL +LL +ST 100 Fey: DL +LL +ST 20,211 psi Cm y DL +LL +ST 0.60 Cb:y DL +LL +ST 100 Max X -X Axis Deflection 0.000 in at 0.000 It Max Y -Y Axis Deflection 0 000 in at 0 000 It PF CONSULTING ENGINEERS INC Title: Job # 13392 SW 128 Street Dsgnr: Date: 7 07PM, 12 MAY 05 Miami, Florida. 33186 Description Ph: 305 - 971-4323/ Fax: 305 - 971-4332 Scope: 1 GFCE@GFCE.net / Rw 580002 User KW-0805231, Ver580, 1 -ice -2003 18832003 ENERCALC Mason Wall Design Masonry 9 Page X Engineenng Software W ecwCal lato m Description TYPICAL GROUND FLOOR WALL Final Loads & Moments Wall Weight moment @ Mid Ht 324.80 Ibs Wind Moment @ Mid Ht 11,609.47 in-# Seismic Moment @ Mid Ht 3,601.38 in-# Dead Load Moment @Top of Wall 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load 3,000 00 Ibs Total Live Load 1,000.00 Ibs Live Load Moment @ Top of Wall 0.00 in-# • Livel-oad Moment @ Mid Ht 0.00 in-# Maximum Allow Moment for Applied Axial Load = 9,636.44 in-# Maximum Allow Axial Load for Applied Moment = 18,764 26 Ibs 6F CONSULTING ENGINEERS INC Title: Job # 13392 SW 128 Street Dsgnr: Date: 7:07PM, 12 MAY 05 Miami, Florida. 33186 Description Ph: 305 - 971-43231 Fax: 305- 9714332 Scope: GFCE @GFCE.net Rev 580002 Page 1 User KW-0605231,ver580,1 -Dec -2003 Masonry Wall Design tc)1983 -2003 ENERCALC Engineering SofMare P� �� Description TYPICAL GROUND FLOOR WALL General Information Axial Bending Stresses Axial Code Ref: ACI 530-02 Wall Height 11.20 ft Seismic Factor 0.3300 fm 1,500.0 psi Parapet Height 0.00 ft Calc of Em = fm ' 900.00 Fs 24,000 0 psi 00 4,000.0 Duration Factor 1 330 Special Inspection DL + LL + Wind Thickness 8 0 in Wall Wt Mult. 1.000 Grout @ Rebar Only DL + LL + Seismic Rebar Size 5 0.0 0.0 Normal Weight Block Between Base & Top of Wall Rebar Spacing 32 in Equivalent DL + LL Depth to Rebar 3 810 in @ Center 00 Solid Thickness 4 900 in Loads 4,324.8 28,9139 524.4 7355 DL + LL + Seismic Uniform Load 4,324.8 Concentric A)dal Load 162.7 Wind Load 61.700 psf Dead Load 3,000 000 #/ft Dead Load 0 000 #/ft Live Load 1,000.000 #/ft Live Load 0.000 #/ft Load Eccentricity 0.000 in Roof Load Floor Load Design Values E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 j 090654 n' Es/Em 21.481 Radius of Gyration 2 487 in k 0.28038 2 / kj 7.86864 Wall Weight 58.000 psf Moment of Inertia 363 660 in4 Max Allow Axial Stress = 0.25 fm (1- (h/140r) "2) • Spinsp 319.12 psi Allow Masonry Bending Stress = 0.33 fm • Spinsp = 495.00 psi Allow Steel Bending Stress = 24,000 00 psi Load Combination & Stress Details 11.20ft high wall with 0.00ft parapet, Normal Block w/ Max. Bending Compressive Stress ......... Allowable .................... Max. Axial Only Compressive Stress ........ Allowable .......... Max Steel Bending Stress ............. Allowable .......... w/ #5 bars at 32.00ino.c. at 597.97 OK 658.35 OK 73.55 psi 319.12 OK 28,913.92 psi 31,920.00 OK Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# Ibs psi psi psi DL + LL 00 4,000.0 0.0 00 68.03 DL + LL + Wind 0.0 4,0000 0.0 0.0 68.03 DL + LL + Seismic 0.0 4,0000 0.0 0.0 6803 Between Base & Top of Wall DL + LL 0.0 4,3248 0.0 00 73.55 DL + LL + Wind 11,609.5 4,324.8 28,9139 524.4 7355 DL + LL + Seismic 3,601.4 4,324.8 8,9694 162.7 7355 11.20ft high wall with 0.00ft parapet, Normal Block w/ Max. Bending Compressive Stress ......... Allowable .................... Max. Axial Only Compressive Stress ........ Allowable .......... Max Steel Bending Stress ............. Allowable .......... w/ #5 bars at 32.00ino.c. at 597.97 OK 658.35 OK 73.55 psi 319.12 OK 28,913.92 psi 31,920.00 OK ' GF CONSULTING ENGINEERS INC Title: Job # 13392 SW 128 Street Dsgnr. Date: 7.05PM, 12 MAY 05 Description Miami, Florida. 33186 ' Ph: 305 - 971-43231 Fax: 305 - 971-4332 Scope: - GFCE@DGFCE.net ' Rey, 580002 User Kw-0805231, Ver580.1- Ow,2003 Masonry Wall Design Page, c 1883.2003 ENERCALC En eenng Software m prta ecwCalcula ons ' Description TYPICAL SECOND FLOOR WALL Final Loads & Moments Wall Weight moment @ Mid Ht 247.50 Ibs Wind Moment @ Mid Ht 7,496.55 in-# Seismic Moment @ Mid Ht 2,205.23 in-# Dead Load Moment @ Top of Wall 0.00 in-# Dead Load Moment @ Mid Ht 0.00 in-# Total Dead Load 600.00 Ibs Total Live Load 500.00 Ibs Live Load Moment @ Top of Wall 0.00 in-# • LiveLoad Moment @ Mid Ht 0.00 ina# Maximum Allow Moment for Applied A1dal Load = 6,529.37 in-# Maximum Allow Axial Load for Applied Moment = 18,783.52 Ibs • 'GF CONSULTING ENGINEERS INC Title: .lob # 13392 SW 128 Street Dsgnr: Date: 7*05PM, 12 MAY 05 Miami, Florida. 33188 Description Ph: 305 -971-43231 Fax: 305 - 971-4332 Scope: GFCE@GFCE.net 1 Rev* 580002 7 User KW-0605231, Ver580, 143ec-2003 Masonry Wall Design Page (c)1983-2003 ENERCALC Enaineenn Software da ecwCalculabons Description TYPICAL SECOND FLOOR WALL General Infonnation Code Ref: ACI 530-02 Wall Height 9.00 ft Seismic Factor 0.3300 fm 1,500.0 psi Parapet Height 0 00 ft Calc of Em = Pm 90000 Fs 24,000 0 psi Compression Duration Factor 1.330 Special Inspection psi Thickness 8 0 in Wall Wt Muft. 1.000 Grout @ Rebar Only 1,1000 Rebar Size 5 0.0 19.93 Normal Weight Block 00 Rebar Spacing 48 in 0.0 00 Equivalent DL + LL + Seismic Depth to Rebar 3.810 in @ Center 00 Solid Thickness 4 600 in Loads Uniform Load Concentric Axial Load 0.0 Wind Load 61.700 psf Dead Load 600.000 #/ft Dead Load 0.000 #/ft 7,4965 8475 Live Load 500 000 #/ft Live Load 0.000 #/ft DL + LL + Seismic 2,205 2 Load Eccentricity 0.000 in Roof Load 116. 15 3 Roof Load Design Values E 1,350,000 psi Rebar Area 0.078 in2 np 0.03641 i 0.92137 n: Es/Em 21 481 Radius of Gyration 2.535 in k 023590 2 / ki 920187 Wall Weight 55 000 psf Moment of Inertia 354 810 xn4 Max Allow Axial Stress = 0 25 fm (1- (h/140r) "2)' Spinsp 340.28 psi Allow Masonry Bending Stress = 0.33 fm • Spinsp = 495.00 psi Allow Steel Bending Stress = 24,000.00 psi Load Combination & Stress Details Summary 9.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in w Yw/ #5 bars at 48.00ino.c. center Max. Bending Compressive Stress ......... 411.36 Allowable .................... 658.35 OK Max. Axial Only Compressive Stress ........ 24.41 psi Allowable .......... 340.28 OK Max Steel Bending Stress ............. 27,555.07 psi Allowable .......... 31,920.00 OK Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# Ibs psi psi psi DL +LL 00 1,1000 00 0.0 19.93 DL +LL +Wind 00 600.0 0.0 00 1087 DL + LL + Seismic 00 6000 00 0.0 1087 Between Base & Top of Wall DL + LL 0.0 1,3475 0.0 0.0 24.41 DL + LL + Wind 7,4965 8475 27,555.1 396.0 35 DL + LL + Seismic 2,205 2 8475 8,105.7 116. 15 3 9.00ft high wall with 0.00ft parapet, Normal Block w/ 8.00in w Yw/ #5 bars at 48.00ino.c. center Max. Bending Compressive Stress ......... 411.36 Allowable .................... 658.35 OK Max. Axial Only Compressive Stress ........ 24.41 psi Allowable .......... 340.28 OK Max Steel Bending Stress ............. 27,555.07 psi Allowable .......... 31,920.00 OK Title: Job # Dsgnr: Date: 11:06AM, 5 APR 05 Description Scope: �ly Rev 580000 User KW-0605231,Ver580.1-Dec -2003 Multi-Span Concrete Beam Page ' (c)1983 -2003 ENERCALC Engineering Software pi 1-1d ecwCaicrL Description BAND BM. NO.1 using Live Loaa I nis span -l? General Information Code Ref: ACI 318-02, 1997 LIBC, 2003 IBC, 2003 NFPA 5000 Fy 60,000.0 psi Spans Considered Continuous Over Supports ACI Dead Load Factor 140 Pc 4,000.0 psi Stirrup Fy 60,000.0 psi ACI Live Load Factor 1 70 Concrete Member Information Yes Description 1 2 3 - - Span ft 400 900 11.80 Beam Width in 3200 32.00 32.00 Beam Depth in 700 700 7.00 - End Fixity Fa -Pin Pin -Pin Pin -Pin Reinforcing Center Area 0.60in2 155in2 1.55in2 Bar Depth 5 90in 5 90in 5 90in Left Area 0 60in2 1 24in2 1.551n2 Bar Depth 1 10in 1 10in 1.10in Right Area 1.24in2 1 55in2 0.60in2 Bar Depth 1.10in 1.10in 110in 155 Loads using Live Loaa I nis span -l? Yes Yes Yes Dead Load k/ft 1 000 1.270 1.270 Live Load k/ft 0.880 0 450 0.450 Resuits Beam OK Beam OK Beam OK Mmax @ Cntr k -ft 136 6.60 2862 @X= ft 155 330 7.08 Mn • Phi k -ft 1539 38.16 3816 Max @ Left End k -ft -216 -727 -3468 Mn • Phi k -ft I 1539 30.93 38.16 Max @ Right End k -ft -727 -3468 000 Mn ' Phi k -ft 3093 3816 15.39 Bending OK Bending OK Bending OK Shear @ Left k 451 8.40 17.94 Shear @ Right k 707 14.49 1206 Reactions & Deflections DL @ Left k 1.20 697 16.22 LL @ Left k 167 3.36 5.72 Total @ Left k 287 1033 2194 DL @ Right k 697 1622 602 LL @ Right k 336 572 214 Total @ Right k 10.33 2194 8.16 Max Deflection in 0 000 0.025 -0.343 @X= ft 331 744 653 Inertia. Effective in4 91467 326.68 32668 Shear Stirrups Stirrup Rebar Area in2 0.000 0.000 0 000 Spacing @ Left in Not Req'd Not Req'd Not Req'd Spacing @ 2'L in Not Req'd Not Req'd Not Req'd Spacing @ 4'L in Not Req'd Not Req'd Not Req'd Spacing @ .6'L in Not Req'd Not Req'd Not Req'd Spacing @ .8'L in Not Req'd Not Req'd Not Req'd Spacing @ Right in Not Req'd Not Req'd Not Req'd Rev 00 5800 User Kw-0605231, (c)1983 -2003 ENER Description 0, 1- Dee-2003 ngineenng Sof —e BAND BM. NO.1 TiUe : Dsgnr: Description Scope: Multi -Span Concrete Beam Location ft 0.00 0.00 0.00 Moment k -ft -2.2 -7.3 -347 Shear k 4.5 8.4 17.9 Deflection in 00000 0.0000 00000 Job # Date: 11 06AM, 5 APR 05 Page -1 72 k/ft -172 k/ft 900ft Mu Max = 6 59 k -ft at 3 29 ft from left Dmax = 0 0249 in at 7 43 ft from left Mu Max @ left = -7 27 k -ft DL Reaction = 6.973 k LL Reaction = 3 356 k Total Reaction = 10 330 k 36 Mu.max @ right = -34 67 k -ft DL Reaction = 16 221 k LL Reaction = 5 718 k Total Reaction = 21 939 k 04 -05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL • FILE NAME C: \STRUCT- 1 \PITALl.ADS PROJECT ID SPAN ID. ENGINEER DATE TIME UNITS CODE SLAB SYSTEM FRAME LOCATION DESIGN METHOD MOMENTS AND SHEARS NUMBER OF SPANS 6 CONCRETE FACTORS DENSITY(pcf ) TYPE f'c (ksi) fct (psi) fr (psi) PITA RESID. F1 LONG. EBC 04/05/05 13:37:27 U.S. in -lb ACI 318 -89 FLAT PLATE INTERIOR STRENGTH DESIGN PROPORTIONED SLABS 150.0 NORMAL WGT 4.0 423.7 474.3 BEAMS 150.0 NORMAL WGT 4.0 423.7 474.3 REINFORCEMENT DETAILS: NON - PRESTRESSED YIELD STRENGTH Fy = 60.00 ksi DISTANCE TO RF CENTER FROM TENSION FACE: AT SLAB TOP = 1.10 in OUTER LAYER AT SLAB BOTTOM = 1.10 in OUTER LAYER MINIMUM FLEXURAL BAR SIZE: AT SLAB TOP = # 4 AT SLAB BOTTOM = # 4 MINIMUM SPACING: IN SLAB = 6.00 in COLUMNS 150.0 NORMAL WGT 4.0 423.7 474.3 09;05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 9:16: 38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL ^�Qn SPAN /LOADING DATA (j ✓�'�J * * * * * * * * * * * * * * * ** } SPAN ILENGTH Tslab I WIDTH L2 * * *1 SLAB I DESIGN COLUMN I UNIFORM LOADS I INUMBERI L1 I LEFT RIGHT I SYSTEM I STRIP STRIP * *I S. DL LIVE I I I ' 1------ I-------------- (ft) (in) I I-------------- (ft) (ft) I I-------- I (ft) I---------------- (ft) I (psf ) I---------- (psf ) 1 - - - - -I I I I 1* 1 .7 I 7.0 1 3.5 I 10.0 1 1 I 1 13.5 .0 I 1 600.0 I .0 1 1 2 1 12.6 7.0 1 3.5 10.0 1 1 1 13.5 4.9 1 26.0 50.0 1 1 3 1 9.5 7.0 1 9.0 10.0 1 1 1 19.0 4.8 1 26.0 40.0 1 1 4 1 12.0 7.0 1 9.0 10.0 1 1 1 19.0 6.0 1 26.0 40.0 1 1 5 1 16.4 7.0 1 9.0 10.0 1 1 1 19.0 8.2 1 26.0 40.0 1 1 6* 1 I I .7 7.0 1 I 9.0 10.0 1 I 1 1 I 19.0 .0 1 600.0 I .0 1 I * - Indicates cantilever span information. • ** Strip width used for positive flexure. * * * -L2 widths are 1/2 dist. to transverse column. "E "- Indicates exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** ISPANILOADITYPEI PARTIAL DEAD LOADS ILOADITYPEI PARTIAL LIVE LOADS 1 I No.1 No.] I Wa Wb La Lb I No.1 I Wa Wb La Lb 1 1---- 1---- 1---- I-------------------------- I---- I---- 1--------------------- - - - - -I I I I I I I I I I 1 *I I I I I I I 1 2 1 1 IUNIFI 850.0 .0 9.0 12.51 1 IUNIFI 600.0 .0 9.0 12.51 1 3 1 1 1 I I I I 1 4 1 1 1 I I I I 1 5 1 1 1 I I I I 1 6 *1 1 1 I I I I I I I I I I I I * - Indicates cantilever span information. UNITS FOR: UNIFORM LOAD: Wa ....... plf CONCENTRATED LOAD: Wa ....... kips TRAPEZOIDAL LOAD: Wa & Wb..plf MOMENT: Wa ....... ft -k NOTE: Local effects of partial 1, ADOSS, compute manually. 4 La & Lb... La........ La & Lb... La........ :)adings are ft ft ft ft NOT considered by 04- ,05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL !� COLUMN /TORSIONAL DATA I * * * * * * * * * * * * * * * * * * * ** } COLUMN I COLUMN ABOVE SLAB I COLUMN BELOW SLAB I CAPITAL ** ICOLUMN MIDDLEI I NUMBER I Cl C2 HGT I Cl C2 HGT IEXTEN. DEPTHISTRIP* STRIP *I I ' I- ------- I (in) I------------------- (in) (ft) I (in) I------------------- (in) (ft) I (in) I------------- (in) I (ft) I--------- (ft) I - - - - - I I I 1 I I .0 .0 .0 I I .0 .0 .0 I I .0 .0 I I 4.9 I 8.6 I I 2 I .0 .0 .0 I 8.0 16.0 12.0 I .0 .0 I 4.8 8.8 I I 3 I .0 .0 .0 I 12.0 12.0 12.0 I .0 .0 I 4.8 14.3 I I 4 I .0 .0 .0 I 12.0 12.0 12.0 I .0 .0 I 6.0 13.0 I I 5 I I .0 I .0 .0 I 8.0 I 16.0 12.0 I .0 I .0 I 8.2 I 10.8 I I Columns with zero "C2" are round columns. * -Strip width used for negative flexure. . * *- -apital extension distance measured from face of column. I COLUMN I TRANSVERSE BEAM I DROP PANEL /SOLID HEAD I SUPPORT I I NUMBER I WIDTH DEPTH ECCEN I LEFT RIGHT WIDTH THICK I FIXITY* I I- ------- I (in) I------------------- (in) (in) I I------------------------------------ (ft) (ft) (ft) (in) I % I----- - - - - - I I I 1 I I 8.0 24.0 I .0 I .0 .0 .0 .0 I I I 100% I I 2 I .0 .0 .0 I .0 .0 .0 .0 I 100% I I 3 I .0 .0 .0 I .0 .0 .0 .0 I 100% I I 4 I .0 .0 .0 I .0 .0 .0 .0 I 100% I I 5 I I 8.0 I 12.0 .0 I I .0 .0 .0 .0 I I 100% I I * - Support fixity of 0% denotes pinned condition. Support fixity of 999% denotes fixed end condition. 04 -05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL LATERAL LOAD /OUTPUT DATA f� * * * * * * * * * * * * * * * * * * * * * * ** LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 75% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U = .90 *D + 1.30 *W .OUTPUT OPTION(S): Input Echo Centerline Moments and Shears Column Strip Distribution Fac Shear Table Reinforcing Required Bar Sizing Additional Information Deflections * *SLAB SPAN 3 IS NOT A TWO WAY SYSTEM. THE SLAB DESIGN MUST BE PERFORMED MANUALLY. * *TOTAL UNFACTORED DEAD LOAD = 121.078 kips LIVE LOAD = 39.409 kips I 04;05 - ** ADOSS(tm) 6.01 .Proprietary Software of PORTLAND CEMENT ASSN. Page I 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL - - - -- STATICS PRINT -OUT FOR GRAVITY LOAD ANALYSIS - - -- ******************************************* • PATTERN -1 J 0 I N T PATTERN -3 M 0 M E N T S ( ft - kips ) RIGHT LEFT JOINT LEFT ----------------------------------------- PATTERN -1 LEFT RIGHT ------------------------------------------------------------------------------ 1 PATTERN -2 17.1 -9.9 NUMBER LEFT RIGHT TOP -9.9 BOTTOM LEFT RIGHT TOP 22.9 BOTTOM -------------------------------------------------------------------------- 1 -3.1 3.1 .0 .0 -3.1 3.1 .0 .0 2 -58.3 56.5 .0 1.8 -44.3 43.7 .0 .6 3 -29.4 30.3 .0 -.8 -17.1 15.9 .0 1.2 4 -95.5 103.4 .0 -7.9 -87.9 97.6 .0 -9.7 5 -17.2 4.1 .0 13.1 -17.3 4.1 .0 13.2 JOINT PATTERN -3 PATTERN -4 .NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM -------------------------------------------------------------------------- 1 -3.1 3.1 .0 .0 -3.1 3.1 .0 .0 • .2 -54.1 51.7 .0 2.4 -63.5 61.4 .0 2.1 3 -20.9 23.2 .0 -2.3 -22.6 23.4 .0 -.8 4 -79.1 83.3 .0 -4.2 -103.1 111.6 .0 -8.6 5 -13.1 4.1 .0 9.1 -17.9 4.1 .0 13.8 J O I N T S H E A R S ( kips JOINT PATTERN -1 PATTERN -2 PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT ------------------------------------------------------------------------------ 1 -9.9 17.1 -9.9 12.2 -9.9 17.2 -9.9 18.4 2 -29.1 22.9 -20.3 21.7 -28.8 17.5 -32.1 24.5 3 -17.6 20.0 -16.1 12.1 -11.0 19.2 -16.3 19.2 4 -30.1 37.9 -24.1 37.5 -28.5 29.0 -32.4 41.0 5 ---------------------------------------------------------------------- -28.2 12.5 -28.3 12.5 -20.9 12.5 -30.1 12.5 - - - - -- ** - Negative moment encountered in span, analyze manually. 04;05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page J� • 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL DESIGN MOMENT ENVELOPES AT CRITICAL SECTIONS FROM SUPPORTS ------------------------------------------------------------------------------ COL LOAD CROSS DESIGN DISTANCE LOAD MAX.I.P. LOAD NUM TYPE SECTN MOMENT CR.SECTN PTRN DISTANCE PTRN ------------------------------------------------------------------------------ (ft -k) (ft) (ft) 1 TOTL LEFT TOP -3.1 .000 4 .660 1 BOT .0 .000 0 .000 0 RGHT TOP 3.1 .000 2 .000 0 BOT .0 .000 0 .000 0 2 TOTL LEFT TOP -53.0 .333 4 2.520 2 BOT .0 .000 0 .000 0 RGHT TOP 53.5 .333 4 3.800 4 BOT .0 .000 0 .000 0 3 TOTL LEFT TOP -21.1 .500 1 1.900 4 BOT .0 .000 0 .000 0 RGHT TOP 20.8 .500 1 1.800 2 BOT .0 .000 0 .000 0 4 TOTL LEFT TOP -87.4 .500 4 5.400 2 BOT .0 .000 0 .000 0 RGHT TOP 91.7 .500 4 3.280 2 BOT .0 .000 0 .000 0 5 TOTL LEFT TOP -8.1 .333 4 .820 2 BOT .0 .000 0 .000 0 RGHT TOP 2.7 .116 4 .660 1 BOT .0 .000 0 .000 0 04,05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 8 ' 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL �4) • DESIGN MOMENT ENVELOPES AT CRITICAL SECTIONS ALONG SPANS ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ------------------------------------------------------------------------------ SPAN LOAD CRITICAL DESIGN LOAD MAX. I.P. LOAD MAX. I.P. LOAD NUM TYPE SECTION MOMENT PTRN DIST LEFT PTRN DIST RGHT PTRN ------------------------------------------------------------------------------ (ft) (ft -k) (ft) (ft) 2 TOTL 5.355 TOP .0 0 .000 0 .000 0 BOT 41.6 4 5.355 1 4.725 1 3 TOTL 5.463 TOP -.6 3 .000 0 .000 0 BOT 15.6 2 2.612 2 2.612 2 4 TOTL 5.100 TOP .0 0 .000 0 .000 0 BOT 23.4 3 3.900 3 3.300 3 5 TOTL 9.430 TOP .0 0 .000 0 .000 0 BOT 84.4 4 6.150 1 6.150 1 - - -- --.. .. , , .....- _ - i...,.i La ... .. .........., -J�LY. ratjG J 9 ^16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL DISTRIBUTION OF DESIGN MOMENTS AT SUPPORTS -------------------------------------------------------------------------------- • COL CROSS TOTAL TOTAL -VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT -------------------------------------------------------------------------------- (ft -k) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) 1 LEFT TOP -3.1 .0 ( 0) -3.1 (100) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 3.1 .0 ( 0) 3.1 (100) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 2 LEFT TOP -53.0 .0 ( 0) -39.8 ( 75) .0 ( 0) -13.3 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 53.5 .0 ( 0) 40.1 ( 75) .0 ( 0) 13.4 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 3 LEFT TOP -21.1 .0 ( 0) -15.8 ( 75) .0 ( 0) -5.3 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 20.8 .0 ( 0) 15.6 ( 75) .0 ( 0) 5.2 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 4 LEFT TOP -87.4 .0 ( 0) -65.5 ( 74) .0 ( 0) -21.8 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 91.7 .0 ( 0) 68.7 ( 75) .0 ( 0) 22.9 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 5 LEFT TOP -8.1 .0 ( 0) -8.0 ( 98) .0 ( 0) -.1 ( 1) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 2.7 .0 ( 0) 2.7 ( 98) .0 ( 0) .0 ( 1) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) ..• .,.. •,,.,,.,.,�.,.., .,.vi i ev ouaiy 0v vvc1IC VL rVl\1L v4u L_r'v nl tiooLV. rage 1V STRIP ' 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL SECTN DISTRIBUTION OF DESIGN MOMENTS IN SPANS SPAN CROSS TOTAL TOTAL -VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT -------------------------------------------------------------------------------- (ft -k) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) 2 5.36 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 41.6 .0 ( 0) 25.0 ( 60) .0 ( 0) 16.7 ( 39) 3 5.46 TOP -.6 .0 ( 0) -.4 ( 60) .0 ( 0) -.2 ( 39) BOT 15.6 .0 ( 0) 9.4 ( 60) .0 ( 0) 6.3 ( 39) 4 5.10 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) . BOT 23.4 .0 ( 0) 14.0 ( 60) .0 ( 0) 9.4 ( 39) 5 9.43 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 84.4 .0 ( 0) 50.6 ( 60) .0 ( 0) 33.8 ( 39) 04 -05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL S H E A R A N A L Y S I S * * * * * * * * * * * * * * * * * * * * * * * * * ** • NOTE -- Allowable shear stress in slabs = 252.96 psi when ratio of col. dim. (long /short) is less than 2.0. - -Wide beam shear (see "CODE ") is not computed, check manually. - -After the column numbers, C = Corner, E = Exterior, I = Interior. D I R E C T S H E A R W I T H T R A N S F E R O F M 0 M E N T - - - - - - - - - - A R 0 U N D C 0 L U M N - - - - - - - - - - COL. ALLOW. PATT REACTION SHEAR PATT REACTION UNBAL. SHEAR SHEAR NO. STRESS NO. STRESS NO. MOMENT TRANSFR STRESS (psi) (kips) (psi) (kips) (ft -k) (ft -k) (psi) ------------------------------------------------------------------------------- 1 Not applicable, support dimensions have not been specified. cI 252.96 4 56.2 156.60 4 56.2 -2.1 -.7 161.10 3I 252.96 1 37.2 103.70 1 37.2 .8 .3 105.55 4I 252.96 4 73.1 203.53 4 73.1 8.6 3.4 222.21 5E 252.96 4 26.8 84.43 4 26.8 -4.7 -1.6 95.16 t ji, OAK f./V1 o'" 09=05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page Il 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL • TrR A N S V E R S E B E A M S H E A R A N D T O R S I O N R E Q U I R E M E N T S (kips, ft -k, SQ.in, /,in.) ------------------------ - - - - -- LEFT SIDE ------------------------------- BEAM PATT. Vu @d Vc @d Tu @d Tc @d Av /s At /s Atot /s Al No. NO. SHEAR SHEAR TORSION TORSION @d @d @d @d ---------------------------------------------------------------------------- 1 1 .0 .0 .0 .0 .000 .000 .000 .00 2 * * Transverse beam not specified 3 * * Transverse beam not specified 4 * * Transverse beam not specified 5 4 6.8 11.0 .3 5.0 .007* .000 .007* .00 ------------------------ - - - - -- RIGHT SIDE ------------------------------ BEAM PATT. Vu @d Vc @d Tu @d Tc @d Av /s At /s Atot /s Al No. ---------------------------------------------------------------------------- NO. SHEAR SHEAR TORSION TORSION @d @d @d @d • 1 1 19.0 23.2 .0 7.1 .007* .000 .007* .00 2 * * Transverse beam not specified 3 * * Transverse beam not specified 4 * * Transverse beam not specified 5 -------------------------------------------------------------------- 4 7.2 11.0 .3 5.0 .007* .000 .007* - .00 - - - -- NOTES: 1.) Deep beam analysis not considered. 2.) Loads assumed applied from above beam. 3.) Moment and shear at concentrated load must be checked manually if located along transverse beam. 4.) Symbols following Av /s values: * - Minimum shear 50. *bw /Fyv - based on beam dimensions. x - Vs exceeds 4 *Vc, increase member section. 5.) Symbols following At /s values: * - Minimum torsion 50. *bw /Fyv - based on beam dimensions. x - Ts exceeds 4 *Tc, increase member section. 6.) Symbols following Atot /s values: * - Minimum torsion 50. *bw /Fyv - based on beam dimensions. 7.) Redistribution of torque is not considered. 8.) Detail first stirrup @ 3 inches. 09;05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 14 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL N E G A T I V E R E I N F O R C E M E N T -44 ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** x • COLUMN *PATT *LOCATION * TOTAL * COLUMN STRIP * MIDDLE STRIP NUMBER* N0.* @COL FACE* DESIGN * AREA WIDTH * AREA WIDTH * (ft -k) * (sq.in) (ft) * (sq.in) (ft) ------------------------------------------------------------- 1 4 L II -3.1 .74 4.9 1.30 8.6 2 4 II R 53.5 1.58 4.8 1.32 8.8 3 1 L II -21.1 .72 4.8 2.15 14.3 4 4 II R 91.7 2.75 6.0 1.97 13.0 5 4 L II -8.1 1.24 8.2 1.63 10.8 P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPAN *PATT *LOCATION * TOTAL * COLUMN STRIP * MIDDLE STRIP NUMBER* N0. *FROM LEFT* DESIGN * AREA WIDTH * AREA WIDTH (ft) * (ft -k) * (sq.in) (ft) * (sq.in) (ft) ------------------------------------------------------------- 2 4 5.4 41.6 .96 4.9 1.30 8.6 3 ** 2 5.5 15.6 .72 4.8 2.15 14.3 4 3 5.1 23.4 .91 6.0 1.97 13.0 5 4 9.4 84.4 1.97 8.2 1.63 10.8 ** - Negative reinforcement required, compute manually. 04;05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 1� 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL • D E S I G N R E S U L T S 4A * * * * * * * * * * * * * * * * * * * * * * * * * ** • NOTE- -The schedule given below is a guide for proper reinforcement placement and is based on reasonable engineering judgement. Unusual boundary and /or loading conditions may require modification of this schedule. N E G A T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * C 0 L U M N S T R I P *M I D D L E S T R I P * LONG BARS * SHORT BARS * LONG BARS COLUMN * -B A R - L E N G T H- * -B A R - L E N G T H- * -B A R - L E N G T H- NUMBER * NO SIZE LEFT RIGHT * NO SIZE LEFT RIGHT * NO SIZE LEFT RIGHT * (ft) (ft) * (ft) (ft) * (ft) (ft) - --•----------------------------------------------------------------------------- 1 3 # 4 .66 3.68 2 # 4 .66 2.45 8 # 4 .66 2.70 2 4 # 4 4.01 4.57 4 # 4 2.79 2.79 8 # 4 3.29 4.57 3 2 # 4 3.80 3.80 2 # 4 2.70 2.70 12 # 4 2.92 2.92 4 5 # 5 6.37 5.17 4 # 5 3.67 3.61 11 # 4 6.37 4.25 5 4 # 4 5.00 .66 3 # 4 3.45 .66 9 # 4 3.76 .66 P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * C 0 L U M N S T R I P * M I D D L E S T R I P * LONG BARS * SHORT BARS * LONG BARS * SHORT BARS SPAN * - - -- B A R - - -- * - - -- B A R - - -- * - - -- B A R - - -- * - - -- B A R - - -- NUMBER * NO SIZE LENGTH * NO SIZE LENGTH * NO SIZE LENGTH * NO SIZE LENGTH * (ft) * (ft) * (ft) * (ft) ------------------------------------------------------------------------------- 2 3 # 4 12.85 2 # 4 11.53 4 # 4 13.35 4 # 4 11.21 3 ** 2 # 4 9.00 2 # 4 7.13 6 # 4 10.00 6 # 4 6.65 4 3 # 4 11.50 2 # 4 9.00 6 # 4 12.50 5 # 4 8.40 5 5 # 4 16.32 5 # 4 14.52 5 # 4 16.82 4 # 4 14.11 ** - Negative reinforcement required, design manually. 04;05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 3 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL ,A D D I T I 0 N A L I N F O R M A T I O N A T S U P P O R T S 1� *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** • * REINF. SUMMARY* ADD'L R/F REQ'D DUE TO UNBALANCED (U.) MOMENT TRANSFER COLUMN* --------- - - - - -* ------------------------------------------------------ NUMBER * W/O U. MOMENT * MAX.U. *GAMMA* FLEXURAL *PATT* CRITICAL SECTION * REQ'D - PROV'D* MOMENT * -f * TRANSFER *NO. * SLABW - AREA - R/F *(sq.in) (sq.in)* (ft -k) * * (ft -k) * * (ft) (sq.in) ------------------------------------------------------------------------------- 1 2.04 2.60 .0 .00 .0 3 .0 .00 0 # 4 2 2.90 3.20 -2.4 .65 -1.6 3 3.1 .06 0 # 4 3 2.87 3.20 2.3 .60 1.4 3 2.8 .05 0 # 4 4 4.71 4.99 9.7 .60 5.8 2 2.8 .22 0 # 5 5 2.87 3.20 -13.2 .65 -8.6 4 3.1 .33 0 # 4 NOTE: Zero transfer "CRITICAL SLABW" indicates no support dimensions given for transfer. If beam(s) are present, transfer mode may be due to beam shear and /or torsion, check manually. A D D I T I O N A L I N F O R M A T I O N F O R I N - S P A N C O N D I T I O N S ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * REINF. SUMMARY * SPAN * ----------- - - - - -- * TOTAL FACTORED SPAN NUMBER* AT MIDSPAN * STATIC DESIGN MOMENT • REQ'D. - PROV'D. * (W /O PARTIAL LOADS) • ( sq.in) ( sq.in) * (ft -k) -------------------------------------------------- 2 2.27 2.60 61.9 3 2.87 3.20 40.5 4 2.87 3.20 65.2 5 3.60 3.80 130.6 an 04 -05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 1 4:16:38 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL JI D E F L E C T I O N A N A L Y S I S ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTES- -The deflections below must be combined with those of the analysis in the perpendicular direction. Consult users manual for method of combination and limitations. - -Spans 1 and 6 are cantilevers. -- Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partialloads may be larger at the point of application than those shown at the centerline. Deflections are computed as from an average uniform loading derived from the sum of all loads applied to the span. -- Modulus of elasticity of concrete, Ec = 3834. ksi * * DEAD SPAN * LOAD NUMBER * Ieff. * (in ^4 ) ----------------- 1 4631. 2 4631. 3 6517. 4 6517. 5 6517. 6 6517. * C O L U M N S T R I P * M I D D L E S T R I P * DEFLECTION DUE TO: * DEFLECTION DUE TO: *-------------------------------------------------------- * DEAD * LIVE * TOTAL * DEAD * LIVE * TOTAL * (in) * (in) * (in) * (in) * (in) * (in) --------------------------------------------------------- -.004 -.002 -.007 -.005 -.002 -.007 .033 .016 .049 .020 .010 .030 .006 .001 .007 -.001 -.001 -.003 .010 .004 .014 -.003 -.001 -.004 .086 .032 .117 .051 .019 .070 -.009 -.003 -.012 -.009 -.003 -.012 * Program completed as requested * I Licensed To: GF CONSULTING ENGINEERS. MIAMI. FL Fite Name: C:\STRUCT- 1 \PITAL1 ADS Project: PITA RESID. ' Span ID: F1 LONG. Ensinaer: Date:O /�If95 TiMe:13:37:a7 Systeiii Type: OIdt 06id 09;05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page �l 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL �n FILE NAME C: \STRUCT- 1 \PITALS2.ADS PROJECT ID. PITA RESID. --------------------------------- SPAN ID. F2 SHORT --------------- - - -- ENGINEER EBC DATE TIME UNITS CODE SLAB SYSTEM FRAME LOCATION DESIGN METHOD MOMENTS AND SHEARS NUMBER OF SPANS 4 CONCRETE FACTORS DENSITY(pcf ) TYPE V c (ksi) fct (psi) fr (psi) 04/05/05 17:00:47 U.S. in -lb ACI 318 -89 FLAT PLATE INTERIOR STRENGTH DESIGN PROPORTIONED SLABS 150.0 NORMAL WGT 4.0 423.7 474.3 BEAMS 150.0 NORMAL WGT 4.0 423.7 474.3 REINFORCEMENT DETAILS: NON- PRESTRESSED YIELD STRENGTH Fy = 60.00 ksi DISTANCE TO RF CENTER FROM TENSION FACE: AT SLAB TOP = 1.69 in INNER LAYER AT SLAB BOTTOM = 1.69 in INNER LAYER MINIMUM FLEXURAL BAR SIZE: AT SLAB TOP = # 4 AT SLAB BOTTOM = # 4 MINIMUM SPACING: IN SLAB = 6.00 in COLUMNS 150.0 NORMAL WGT 4.0 423.7 474.3 09;05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL (/ SPAN /LOADING DATA * * * * * * * * * * * * * * * ** -1 SPAN [LENGTH Tslab I WIDTH L2 * * *I SLAB I DESIGN COLUMN I UNIFORM LOADS I INUMBERI L1 I LEFT RIGHT I SYSTEM I STRIP STRIP * *I S. DL LIVE I I I ' 1------ I-------------- (ft) (in) I (ft) I-------------- (ft) I I-------- I (ft) I---------------- (ft) I (psf ) I---------- (psf ) I - - - - -I I I I 1* 1 .7 7.0 I 1 8.0 I 6.0 1 1 I 1 14.0 .0 I 1 600.0 I .0 1 I 2 1 17.5 7.0 1 8.0 6.0 1 1 1 14.0 7.0 1 26.0 40.0 1 1 3 1 20.0 7.0 1 8.0 6.0 1 1 1 14.0 7.0 1 26.0 40.0 1 I 4* 1 I I .7 7.0 1 8.0 I 6.0 I I 1 I 14.0 I .0 1 600.0 I .0 1 I * .- Indicates cantilever span information. ** -Strip width used for positive flexure. * * * -L2 widths are 1/2 dist. to transverse column. - "E "- Indicates exterior strip. PARTIAL LOADING DATA * * * * * * * * * * * * * * * * * * ** PARTIAL LOADINGS ARE NOT SPECIFIED 0405 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL COLUMN /TORSIONAL DATA * * * * * * * * * * * * * * * * * * * ** 7 COLUMN I COLUMN ABOVE SLAB I COLUMN BELOW SLAB I CAPITAL ** ICOLUMN MIDDLEI NUMBER I C1 C2 HGT I Cl C2 HGT IEXTEN. DEPTHISTRIP* STRIP *1 I I- ------- I (in) I------------------- (in) (ft) I (in) I------------------- (in) (ft) I (in) I------------- (in) I (ft) I--------- (ft) I - - - - - I I I 1 I I .0 .0 .0 I I .0 .0 .0 I I .0 .0 I I 7.0 I 7.0 I I 2 1 .0 .0 .0 I 12.0 12.0 12.0 I .0 .0 I 7.0 7.0 I I 3 I I .0 I .0 .0 I .0 I .0 .0 I .0 I .0 1 7.0 I 7.0 1 I Columns with zero "C2" are round columns. .* -Strip width used for negative flexure. * *- Capital extension distance measured from face of column. I COLUMN I TRANSVERSE BEAM I DROP PANEL /SOLID HEAD I SUPPORT I I NUMBER I WIDTH DEPTH ECCEN I LEFT RIGHT WIDTH THICK I FIXITY* I I - ------- I (in) I------------------- (in) (in) I I------------------------------------ (ft) (ft) (ft) (in) I I----- % I - - - - - I I I 1 I 1 8.0 16.0 I .0 I .0 .0 .0 I .0 I I 100% I I 2 1 .0 .0 .0 I .0 .0 .0 .0 I 100% I I 3 I 1 8.0 I 16.0 .0 I I .0 .0 .0 .0 I I 100% I I * - Support fixity of 0% denotes pinned condition. Support fixity of 999% denotes fixed end condition. 09.05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 15� 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL • ' LATERAL LOAD /OUTPUT DATA * * * * * * * * * * * * * * * * * * * * * * ** LATERAL LOADS ARE NOT SPECIFIED OUTPUT DATA PATTERN LOADINGS: 1 THRU 4 PATTERN LIVE LOAD FACTOR (1 -3) = 75% LOAD FACTORS: U = 1.40 *D + 1.70 *L U = .75( 1.40 *D + 1.70 *L + 1.70 *W) U•= :90 *D + 1.30 *W -OUTPUT OPTION(S): Input Echo Centerline Moments and Shears Column Strip Distribution Fac Shear Table Reinforcing Required Bar Sizing Additional Information Deflections Material Quantities * *TOTAL UNFACTORED DEAD LOAD = 74.305 kips LIVE LOAD = 21.000 kips 09:05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page x 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL - - -- STATICS PRINT -OUT FOR GRAVITY LOAD ANALYSIS - - -- ******************************************* J 0 I N T M 0 M E N T S ( ft - kips ) JOINT ----------------------------------------- PATTERN -1 PATTERN -2 'NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM -------------------------------------------------------------------------- 1 -3.1 3.1 .0 .0 -3.1 3.1 .0 .0 2 -127.3 135.1 .0 -7.8 -111.0 125.1 .0 -14.0 3 -3.1 3.1 .0 .0 -3.1 3.1 .0 .0 JOINT PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT TOP BOTTOM LEFT RIGHT TOP BOTTOM -------------------------------------------------------------------------- ? -3.1 3.1 .0 .0 -3.1 3.1 .0 .0 2 -112.3 112.0 .0 .3 -137.7 146.2 .0 -8.5 3 -3.1 3.1 .0 .0 -3.1 3.1 .0 .0 J O I N T S H E A R S ( kips } JOINT PATTERN ---------------------------------- -1 PATTERN -2 PATTERN -3 PATTERN -4 NUMBER LEFT RIGHT LEFT RIGHT LEFT RIGHT LEFT RIGHT ------------------------------------------------------------------------------ 1 -9.6 20.2 -9.6 14.0 -9.6 20.2 -9.6 20.8 2 -32.8 35.9 -25.6 35.4 -31.9 27.7 -35.4 38.9 3 ---------------------------------------------------------------------- -24.0 9.6 -24.0 9.6 -17.5 9.6 -25.3 9.6 - - - - -- 09.05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL DESIGN MOMENT ENVELOPES AT CRITICAL SECTIONS FROM SUPPORTS ------------------------------------------------------------------------------ COL LOAD CROSS DESIGN DISTANCE LOAD MAX.I.P. LOAD NUM TYPE SECTN MOMENT CR.SECTN PTRN DISTANCE PTRN ------------------------------------------------------------------------------ (ft -k) (ft) (ft) 1 TOTL LEFT TOP -3.1 .000 4 .660 1 BOT .0 .000 0 .000 0 RGHT TOP 3.1 .000 4 .000 0 BOT .0 .000 0 .000 0 2 TOTL LEFT TOP -120.4 .500 4 6.125 2 • BOT .0 .000 0 .000 0 RGHT TOP 127.1 .500 4 5.000 3 BOT .0 .000 0 .000 0 3 TOTL LEFT TOP -3.1 .000 2 .000 0 BOT .0 .000 0 .000 0 RGHT TOP 3.1 .000 4 .660 1 BOT .0 .000 0 .000 0 09.05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL • DESIGN MOMENT ENVELOPES AT CRITICAL SECTIONS ALONG SPANS ************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** ------------------------------------------------------------------------------ SPAN LOAD CRITICAL DESIGN LOAD MAX. I.P. LOAD MAX. I.P. LOAD NUM TYPE SECTION MOMENT PTRN DIST LEFT PTRN DIST RGHT PTRN ------------------------------------------------------------------------------ (ft) (ft -k) (ft) (ft) 2 TOTL 6.563 TOP .0 0 .000 0 .000 0 BOT 61.9 1 - 10.938 0 6.563 3 3 TOTL 12.500 TOP .0 0 .000 0 .000 0 BOT 92.8 4 8.500 2 - 12.500 0 09;05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL V 11 ' • DISTRIBUTION OF DESIGN MOMENTS IN SPANS SPAN CROSS TOTAL DISTRIBUTION OF DESIGN MOMENTS AT SUPPORTS MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE *********** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** -------------------------------------------------------------------------------- -------------------------------------------------------------------------------- COL CROSS (ft -k) TOTAL TOTAL -VERT COLUMN STRIP BEAM 2 MIDDLE STRIP NUM SECTN .0 MOMENT DIFFERENCE MOMENT MOMENT 0) MOMENT BOT -------------------------------------------------------------------------------- .0 ( 0) 37.2 (ft -k) ( ft -k) ( % ) ( ft -k) ( % ) ( ft -k) ( % ) ( ft -k) ( % ) 1 LEFT TOP -3.1 .0 ( 0) -3.1 (100) .0 ( 0) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 3.1 .0 ( 0) 3.1 (100) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 2 LEFT TOP -120.4 .0 ( 0) -90.3 ( 75) .0 ( 0) -30.1 ( 25) ' BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 127.1 .0 ( 0) 95.3 ( 75) .0 ( 0) 31.8 ( 25) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) 3 LEFT TOP -3.1 .0 ( 0) -3.1 (100) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) RGHT TOP 3.1 .0 ( 0) 3.1 (100) .0 ( 0) .0 ( 0) BOT .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) DISTRIBUTION OF DESIGN MOMENTS IN SPANS SPAN CROSS TOTAL TOTAL -VERT COLUMN STRIP BEAM MIDDLE STRIP NUM SECTN MOMENT DIFFERENCE MOMENT MOMENT MOMENT -------------------------------------------------------------------------------- (ft -k) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) (ft -k) ( % ) 2 6.56 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 61.9 .0 ( 0) 37.2 ( 60) .0 ( 0) 24.8 ( 40) 3 12.50 TOP .0 .0 ( 0) .0 ( 0) .0 ( 0) .0 ( 0) BOT 92.8 .0 ( 0) 55.7 ( 60) .0 ( 0) 37.1 ( 39) 04- .05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page I 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL (_I S H E A R A N A L Y S I S * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE -- Allowable shear stress in slabs = 252.96 psi when ratio of col. dim. (long /short) is less than 2.0. - -Wide beam shear (see "CODE ") is not computed, check manually. - -After the column numbers, C = Corner, E = Exterior, I = Interior. D I R E C T S H E A R W I T H T R A N S F E R O F M O M E N T - - - - - - - - - - A R 0 U N D C 0 L U M N - - - - - - - - - - COL. ALLOW. PATT REACTION SHEAR PATT REACTION UNBAL. SHEAR SHEAR NO. STRESS NO. STRESS NO. MOMENT TRANSFR STRESS (psi) (kips) (psi) (kips) (ft -k) (ft -k) (psi) ------------------------------------------------------------------------------- 1 Not applicable, support dimensions have not been specified. ZI 252.96 4 74.0 236.72 4 74.0 8.5 3.4 258.72* 3 Not applicable, support dimensions have not been specified. * - Shear stress exceeded. 04.05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL 01 T R A N S V E R S E B E A M , S H E A R. A N D , T O R S ,I. O N R E Q U I R E M E N T S( kips, ft,-k, SQ. in, /,in. ) � ------------------------ - - - - -- -+LEFT SIDE ----------=---- - - - - -- --- - - - - -- BEAM PATT. Vu @d Vc @d "Pu @d Tc @d �Av /s At /s Atot /s Al No. NO. SHEAR -,'SHEAR TORSION TORSION @d @;d @d @d ------------------------------ =f----------'-----------------i------------------ 1 1 11.2 19.5 0 +, 5.8 0 7* X000 .007* 00 2 * * Transverse beam not specified 3 1 11.2 14. , .0 5.8 .007* ,.000 .007* .00 .---------------------- - - - - -= RIGHT SIDE -- --------------------------- BEAM PATT. Vu @d Vc @d Tu, @d Tc @dry Av /s, At /s Atot /s Al No. NO. SHEAR '•• iSHEAR TO"ION TgRSON @d @d @d @d •L f n 1 1 6.9 X14.5 .0 5.8 007* .000 .007* .00 2 * * Transverse bean not specified 3 1 6.9 14.5 .0 5.8 .007* .000 .007* .00 ----------------=-------------------- - - - - -- NOTES: 1.) Deep beam analysis not considered. 2.) Loads assumed applied from above beam. 3.) Moment and shear at concentrated load must be checked manually,, if located along transverse beam. 4.) Symbols following Av /s values: * - Minimum shear 50. *bw /Fyv - based on beam dimensions. x - Vs exceeds 4 *Vc, increase member section. 5.) Symbols following At /s values: * - Minimum torsion 50. *bw /Fyv - based on beam dimensions. x - Ts exceeds 4 *Tc, increase member section. 6.) Symbols following Atot /s values: * - Minimum torsion 50. *bw /Fyv - based on beam dimensions. 7.) Redistribution of torque is not considered. 8.) Detail first stirrup @ 3 inches. 04 -905 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 1 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL N E G A T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** COLUMN *PATT *LOCATION * TOTAL * COLUMN STRIP * MIDDLE STRIP NUMBER* N0.* @COL FACE* DESIGN * AREA WIDTH * AREA WIDTH * (ft -k) * (sq.in) (ft) * (sq.in) (ft) ------------------------------------------------------------- 1 4 II R 3.1 1.06 7.0 1.06 7.0 2 4 II R 127.1 4.37 7.0 1.37 7.0 3 4 II R 3.1 1.06 7.0 1.06 7.0 P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SPAN *PATT *LOCATION * TOTAL * COLUMN STRIP * MIDDLE STRIP NUMBER* N0. *FROM LEFT* DESIGN * AREA WIDTH * AREA WIDTH (ft) (ft -k) * (sq.in) (ft) * (sq.in) (ft) ------------------------------------------------------------- 2 1 6.6 61.9 1.61 7.0 1.06 7.0 3 4 12.5 92.8 2.45 7.0 1.60 7.0 04:05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page l '/ 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL D E S I G N R E S U L T S * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTE- -The schedule given below is a guide for proper reinforcement placement and is based on reasonable engineering judgement. Unusual boundary and /or loading conditions may require modification of this schedule. N E G A T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * C 0 L U M N S T R I P *M I D D L E S T R I P * LONG BARS * SHORT BARS * LONG BARS COLUMN * -B A R - L E N G T H- * -B A R- L E N G T H- * -B A R - L E N G T H- NUMBER * NO SIZE LEFT RIGHT * NO SIZE LEFT RIGHT * NO SIZE LEFT RIGHT * (ft) (ft) * (ft) (ft) * (ft) (ft) ------------------------------------------------------------------------------- 1 3 # 4 .66 5.10 3 # 4 .66 3.40 6 # 4 .66 3.74 2 5 # 6 7.34 6.35 5 # 6 4.40 4.40 7 # 4 7.34 6.22 3 3 # 4 5.85 .66 3 # 4 3.90 .66 6 # 4 4.29 .66 P O S I T I V E R E I N F O R C E M E N T ************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * C 0 L U M N S T R I P * M I D D L E S T R I P * LONG BARS * SHORT BARS * LONG BARS * SHORT BARS SPAN * - - -- B A R - - -- * - - -- B A R - - -- * - - -- B A R - - -- * - - -- B A R - - -- NUMBER * NO SIZE LENGTH * NO SIZE LENGTH * NO SIZE LENGTH * NO SIZE LENGTH * (ft) * (ft) * (ft) * (ft) ------------------------------------------------------------------------------- 2 4 # 4 17.75 4 # 4 15.81 3 # 4 18.25 3 # 4 15.38 3 4 # 5 20.25 4 # 5 18.00 4 # 4 20.75 4 # 4 17.50 04 -a05 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL A D D I T I O N A L I N F O R M A T I O N A T S U P P O R T S *********************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * REINF. COLUMN * - - - - -- NUMBER * W/O U. * REQ'D *(sq.in) 1 2.12 2 5.73 3 2.12 SUMMARY* MOMENT - PROV'D* ( sq.in)* 2.40 5.80 2.40 ADD'L R/F REQ' -------- - - - - -- MAX.U. *GAMMA* MOMENT * -f (ft -k) * .0 .00 14.0 .60 .0 .60 D DUE TO UNBALANCED (U.) MOMENT TRANSFER ---------------------------------------- FLEXURAL *PATT* CRITICAL SECTION TRANSFER *NO. * SLABW - AREA - R/F (ft -k) * * (ft) (sq.in) .0 4 .0 .00 0 # 4 8.4 2 2.8 .36 0 # 6 .0 4 .0 .00 0 # 4 NOTE: Zero transfer "CRITICAL SLABW" indicates no support dimensions • given for transfer. If beam(s) are present, transfer mode may be due to beam shear and /or torsion, check manually. A D D I T I O N A L I N F O R M A T I O N F O R I N - S P A N C O N D I T I O N S ******************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * REINF. SUMMARY * SPAN * ----------- - - - - -- * TOTAL FACTORED SPAN NUMBER* AT MIDSPAN * STATIC DESIGN MOMENT • REQ'D. - PROV'D. * (W /O PARTIAL LOADS) • ( sq.in) (sq.in) * (ft -k) -------------------------------------------------- 2 2.66 2.80 114.8 3 4.05 4.08 151.0 0405 - ** ADOSS(tm) 6.01 Proprietary Software of PORTLAND CEMENT ASSN. Page } 5:17:01 PM Licensed to: GF CONSULTING ENGINEERS, MIAMI, FL (YA Y D E F L E C T I O N A N A L Y S I S ******* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** NOTES- -The deflections below must be combined with those of the analysis in the perpendicular direction. Consult users manual for method of combination and limitations. - -Spans 1 and 4 are cantilevers. -- Time - dependent deflections are in addition to those shown and must be computed as a multiplier of the dead load(DL) deflection. See "CODE" for range of multipliers. -- Deflections due to concentrated or partialloads may be larger • at the point of application than those shown at the centerline. Deflections are computed as from an average uniform loading derived from the sum of all loads applied to the span. -- Modulus of elasticity of concrete, Ec = 3834. ksi * * * DEAD SPAN * LOAD *- NUMBER * Ieff. * (in ^4) ------------------- 1 4802. 2 4384. 3 4316. 4 4802. C 0 L U M N S T DEFLECTION DUE --------------- -- DEAD * LIVE (in) * (in) --------------- -- -.009 -.003 .080 .033 .178 .085 -.017 -.006 R I P TO: TOTAL (in) -.012 .113 .264 -.023 M I D D L E S T R I P DEFLECTION DUE TO: DEAD * LIVE * TOTAL (in) * (in) * (in) -.009 -.003 -.012 .042 .017 .058 .112 .048 .159 -.017 -.006 -.023 Q U A N T I T Y E S T I M A T E S **** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** TOTAL QUANTITIES CONCRETE .... 11.7 cu.yd FORMWORK .... 543. sq.ft REINFORCEMENT (IN THE DIRECTION OF ANALYSIS) (NEGATIVE) .... 312. lbs (POSITIVE) .... 419. lbs SUMMARY OF QUANTITIES CONCRETE .... .58 cu.ft /sq.ft FORMWORK .... 1.00 sq.ft /sq.ft REINFORCEMENT ** .... 1.34 lbs / sq.ft * *(IN THE DIRECTION OF ANALYSIS) * Program completed as requested * Licensed To: GF CONSULTING ENGINEERS. MIAMI. FL File Name: C: \STRUCT- 1 \PITALS2.ADS Project: PITA RESID. Span ID: F2 SHORT Engineer: EBC Date: 04 /05/05 Time: 17:00:47 System Type: Flat Plate �0.6 l PROJECT TITLE: NONE DESIGN PARAMETERS AT d/2 FROM COLUMN FACE: Column centroid. Xo = 0 00 in. Yo = 0.00 in. Critical Section Area: Ac = 425.3 in7 ^2 Moments of Inertia: Jx = 2 28E +04 in7 ^4 Jy = 2.28E +04 in7 ^4 Jxy = 0 00E +00 in7 ^4 Maximum shear stress: vu = 310 psi at x = 8.97 in y =897 in Shear resistance: pvn = 215 psi DESIGN PARAMETERS OUTSIDE SHEAR REINFORCED ZONE: Column centroid: Xo = 0.00 in. Yo = 0.00 in. Critical Section Area Ac = 1172.7 in7 ^2 Moments of Inertia- Jx = 5 39E +05 in7 ^4 Jy = 5.39E +05 in7 ^4 Jxy = 0.00E +00 in7 "4 Maximum shear stress, vu = 99 psi at x = 31.97 in y = 7.23 in. Shear resistance. On = 108 psi USA: 800 - 527 -RAIL CAN: 800- 36 -DECON r 20,2005 fib. 6� i USA: 800-527- DECON STUDRAILSCAN: 800-36 D CION PROJECT TITLE: (NONE) (Apr 20,2005 0, Column 1 - STUDRAIL DETAIL 1 58 in 28 in. 1/2 in 5 1/2 in 1/4 in. _ 2 7/8 in 2 7/8 in 25 7/8 in GENERAL DATA File Name: C V. \UNTITLED INW Project Title: (NONE) Design Code: ACI 318 -95 System of Units US (in., lb ) gamma, 0: 0 STUDRAIL DATA Stud yield strength (fy): 50000 psi Stud Diameter: 1/2 in. Stud Spacing: Automatic SLAB DATA Effective depth (d): 5.93 in. Slab thickness: 7 in. Top cover: 75 in Bottom cover 75 in Concrete strength (f c): 4000 psi Concrete Density: Normal Weight Number of rails /column 8 Number of studs /rail 8 Stud diameter 1/2 in. Stud spacing, s 2 7/8 in. Distance to first stud, So 2 7/8 in. Overall height of rail 5 1/2 in. Top cover 3/4 in. Bottom cover 3/4 in. CONNECTION DATA Connection Name: Column 1 Connection Type Interior Column Column size x: 12 in Column size y: 12 in. Overhang (x)• 0 in. Overhang (y). 0 in. Vu: 111 kip Mox- 12 9 ft -kip Moy: 12.9 ft -kip Prestress (fpc): 0 psi Number of Studrails Automatic 40=6 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Important: Read the instructions on pages 1.7. SECTION A - PROPERTY OWNER INFORMATION BUILDING OWNER'S NAME CARLOS PITA & MARINA PITA (SURVEY NO. 04-5417) BUILDING STREET ADDRESS (Including Apt, Unit, Suite, and/or Bldg. No) OR P.O. ROUTE AND BOX NO. 5773 SW 81 STREET O.M.B. No. 3067 -0077 Expires December 31, 2005 For trrsuranoe Canpany Use- Number . CITY STATE ZIP CODE MIAMI FL 33143 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LONG LEGAL BUILDING USE (e g. Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDE/LONGITUDE (OPTIONAL) HORIZONTAL DATUM: SOURCE: GPS (Type): or ## ) ❑ NAD 1927 ❑ NAD 1983 ❑ USGS Quad Map ❑ Other. SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt NFIP COMMUNITY NAME & COMMUNITY NUMBER B2 COUNTY NAME B3. STATE CrTY OF SOUTH MIAMI 120658 DADE FLORIDA B4 MAP AND PANEL B7 FIRM PANEL B9. BASE FLOOD ELEVATION(S) NJMBER 135 SUFFIX B6 FIRM INDEX DATE EFFECTIVEIREVISED DATE B8. FLOOD ZONE(S) (Zone AO, use depth of (boding) 12025CO276 1 07117195 0301194 AE 10.00 1610 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in B9. ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe): B11 Indicate the elevation datum used for the BFE in 139- ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Describe): 812 Is the building located in a Coastal Bamer Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1 Budding elevations are based on ❑ Construction Drawings' ❑ Building Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction of the building is complete C2 Building Diagram Number I (Select the building diagram most similar to the budding for which this certificate is being completed - see pages 6 and 7. If no diagram ' accurately represents the budding, provide a sketch or photograph.) C3 Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, AR/A, AR/AE, AR/A1 -A30, AR/AH, AR/AO Complete Items C3 -a-i below according to the budding diagram specified in Item C2 State the datum used. If the datum 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 datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion. Datum Conversion/Comments : —�--- Elevation reference mark used Does the elevation reference mark used appear on the FIRM? [:]Yes ❑ No ,o • a) Top of bottom floor (including basement or enclosure) 11 O5 t(m) o ,, pJI • b) Top of next higher floor n/4 ft(m) • c) Bottom of lowest honzontal structural member (V zones only) NIA . • d) Attached garage (top of slab) 9 .7 0fL(m) o e) Lowest elevation of machinery and/or equipment 10 20 3T servicing the budding (Describe in a Comments area) ft(m) E o f) Lowest adjacent (finished) grade (LAG) 9 30ft.(m) i d•', �, e ' • g) Highest adjacent (finished) grade (HAG) 9 50 ft(m) O/► '' • h) No of permanent openings (flood vents) within 1 ft. above adjacent grade n/ a , '� -• • ; ` <' _ • i) Total area of all permanent openings (Flood vents) in C3.h asq in (sq. cm) _a/ SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIERS NAME LICENSE NUMBER y JOSE A. PEREA ` < �, 4858 �-- -- " TITLE o COMPANY NAME PROFESICI,J�AL SURVEYOR & MAPPER" •••�, o THOMAS J. KELLY, INC. FEMA CITY STATE ZIP CODE PINECREST FL 33156 of: DATE TELEPHONE cg. a 09/07/2004 786-242 -7692 See reverse side for continuation. Replaces all previous et' IMPORTANT In these spaces, copy the corresponding Information from Section A. For lnsuranoe Company Use + BUILDING STREET ADDRESS (Inducing Apt., Unit, Suite, and/or Bldg No) OR P 0 ROUTE AND BOX NO Poky Number CITY STATE ZIP CODE Canpany NAIC "Number- SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community official, (2) Insurance agenUcompany, and (3) budding owner. COMMENTS C3e 9/C SLAB ❑ Check here if attachments SECTION E - BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zcr,e AO and Zone A (without BFE), complete Items E1 through E4 If the Elevation Certificate is intended for use as supporting information for a LOMA or LOMR -F, Section C must be completed E1 Building Dagram Number _(Select the building diagram most similar to the budding for which this 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 budding is _ ft.(m) _in.(crn) ❑ above or ❑ below (check one) the highest adjacent grade. (Use natural grade, if available) E3 For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _fL(m) _in.(cm) above the highest adjacent grade Complete Items C3.h and C3 i on front of form E4 The top of the platform of machinery and/or equipment servicing the building is _%(m) _In.(crn) ❑ above or [:]below (check one) the highest adjacent grade. (Use natural grade, If available) E5 For Zone AO only If no flood depth number is available, Is the top of the bottom floor elevated in accordance with the oommunity's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown The local official must ortfy 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 C3 i only), and E for Zone A (without a FEMA4ssued or oommunity- issu�,d BFE) or Zone AO must sign here The statements in Sections A, B, Q and E are correct to the best of my knowledge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE 2JP CODE SIGNATURE DATE TELEPHONE COMMENTS _ ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local'offiaal who Is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Cer0cate Complete the applicable Item(s) and sign below. G1 E]'The 66,mation 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 elevatioli Information (Indicate the source and date of the elevation data In the Comments area below.) G2 ❑ A comrnun+ty official completed Section E for a building located In Zone A (without a FEMA - Issued or community4ssued BFE) or Zone A0. G3 ❑ The following information (Items G4-G9) Is' provided for community floodplain management purposes. G4 PERMI i ,NUMBER I G5 DATE PERMIT ISSUED I G6. DATE CERTIFICATE OF COWUMCE/OCCUPANCY ISSUED G7 This permit has been issued for ❑ New Construction ❑ Substantial Improvement G8 Elevation of as -built lowest floor (including basement) of the building is- — ft(m) Datum: G9 BFE or (in Zone AO) depth of flooding at the budding site is. _ _fL(m) Datum: LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if- attachments FEMA Form 81 -31, January 2003 Replaces+ all previous editions s by ar TA LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE AIC AIR CONDITIONING C CALCULATED C 8 CATCH BASIN CL CLEAR CIL CENTER LINE ENC ENCROACHMENT PC POINT OF CURVATURE FIP FOUND IRON PIPE P O B POINT OF BEGINNING ON OVER HANG W M WATER METER PS PLAT BOOK M MEASURED PAL PROPERTY LINE CONC CONCRETE UP UTILITY POLE FD FOUND CBS CONCRETE BLOCK STRUCTURE O U L OVERHEAD UTILITY LINE P C C POINT OF COMPOUND CURVE P O C POINT OF COMMENCEMENT BLDG BUILDING C H CHORD DISTANCE D E DRAINAGE EASEMENT F H FIRE HYDRANT R RADIUS CERTIFY TO: Carlos Pita & Marina Pita Jorge E. Otero & Associates P.A. Attorneys' Title Insurance Fund, Inc. OCEAN BANK, A FLORIDA BANKING CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS. LEGAL DESCRIPTION: Lot: SEE LEGAL Block: Subdivision: According to the Plat thereof as recorded in Plat Book: Page: '-Public Records of MIAMI -DADE County, Florida. NGVD . NATIONAL GEODETIC VERTICAL DATUM PRC . POINT OF REVERSE CURVATURE RAD.. RADIAL RIW .. RIGHT OF WAY SEC. SECTION SCR SCREENED S 1 P. SET IRON PIPE SINK ..SIDEWALK U.E .. . UTILITY EASEMENT CHLF ... CHAIN LINK FENCE ADDRESS: LEGAL DESCRIPTION: d.t.reuad B) This surrey is intended for mortgage or refinance parpoaes THE WEST 95 FEET OF THE EAST 190 FEET, OF THE FOLLOWING DESCRIBED only a cllwly for this use by those to whom It is unifud This suety is not to be used for construction, 5773 SW 81 ST parinutting design ] o Ily any other use without wn,rt.n con- THE NE '/4 AND SEA OF SECTION 36, TOWNSHIP 54 SOUTH, RANGE 40 EAST; Q Cade restnotion and tits. ■.oreh are not refl.ct.d WEST 3151 MIAMI, FLORIDA 33143 _ THENCE WEST ALONG A LINE PARALLEL TO THE SOUTH LINE OF THE NE 'A OF that the referenced property wnl ar will not be free - fritin flooding orh.° ae and does � t Bate liability Encroachments Noted: NONE DISTANCE OF 315 FEET TO A POINT; THENCE SOUTH A DISTANCE OF 142.6 FEET I°f°rt"°tio^ I LOCATION SKETCH SCALE. N T 5 MIAMI -DADE COUNTY FLORIDA; 1 t SUBJECT TO A DEDICATION Ul' THE SOUTH — 25 FEET THEREOF, TO THE CITY OF SOUTH MIAMI 1 190 EAST � CO CBOR S Masan mesh the minimum technical atan- 2.51 - THOMAS J. KELLY INC. O I", r I f L. B. #6486 "A ` SURVEYORS - MAPPERS -LAND PLANNERS 5 .w . 81 ST . rAT> F;F�oRFOi Pa r D,, Il RINTED WITH AN P O sLE.S �I D RVEY04- S,SEAL (786) 242 -7692 DADE (954) 779 -3288 BAWD NOTES I FAST :330-00'- O Z O N (D N PO C 5 W. COR N E 1/4, N E 1141 5E 1/4 5EC 36 - 54 -40 —— NOTES A) All Clsarences and /or ancroachmsnh shown hereon are of apponnt "hire Fence awnsrship Shoot 1 of 2 2 FL D ZONE: AE TH IS IS A FLOOD HAZARD ZONE _THIS I5 NOT A FLOOD HAZARD ZONE PANEL NO.% 275/J COMMUNITY #: 120658 DATE OF FIRM: 07/17/1995 BASE FLOOD: 10.00 FINISH FLOOR: ELEV LOWEST CEFT ADJ GRADE r 00 F- O i WEST 15 207 O Q Cif F- z by wlwol means Legal ownership of fences not LEGAL DESCRIPTION: d.t.reuad B) This surrey is intended for mortgage or refinance parpoaes THE WEST 95 FEET OF THE EAST 190 FEET, OF THE FOLLOWING DESCRIBED only a cllwly for this use by those to whom It is unifud This suety is not to be used for construction, _ PARCEL: BEGINNING 262 FEET NORTH OF THE SW CORNER OF THE NE '/. OF parinutting design ] o Ily any other use without wn,rt.n con- THE NE '/4 AND SEA OF SECTION 36, TOWNSHIP 54 SOUTH, RANGE 40 EAST; Q Cade restnotion and tits. ■.oreh are not refl.ct.d THENCE EAST 330 FEET TO A POINT; THENCE NORTH 160 FEET TO A POINT; 0)'his `"""y D) The flood Informotlon shown hereon does not imply _ THENCE WEST ALONG A LINE PARALLEL TO THE SOUTH LINE OF THE NE 'A OF that the referenced property wnl ar will not be free rrHE SE 1/4 OF SAID SECTION 36, A DISTANCE OF 15.207 FEET TO A POINT; fritin flooding orh.° ae and does � t Bate liability THENCE SOUTH A DISTANCE OF 16.87 FEET TO A POINT; THENCE WEST A on .of far arty damage that results fain rel—is on said DISTANCE OF 315 FEET TO A POINT; THENCE SOUTH A DISTANCE OF 142.6 FEET I°f°rt"°tio^ MORE OR LESS TO THE POINT OF BEGINNING, ALL LYING AND BEING IN E) The loads depicted hereon ware su per the legal dasrr+phon MIAMI -DADE COUNTY FLORIDA; 1 t SUBJECT TO A DEDICATION Ul' THE SOUTH nand and no claims as to own.nhip or m.turs of title ore made or Irwh.d 25 FEET THEREOF, TO THE CITY OF SOUTH MIAMI F) Underground Encroachments, if any not located I hereby urtlfy that the surrey repres.ntsd o1 Masan mesh the minimum technical atan- dardi,set,forih by the Board of Land (V In chapfsr 61t17-b he Boa Adnunisiretiva Cods ° '� THOMAS J. KELLY INC. pursuant to c • 472 027 Fla Stgtutas 'i r I L. B. #6486 "A ` SURVEYORS - MAPPERS -LAND PLANNERS OSEFA� ER 5 d M u4858 rAT> F;F�oRFOi Pa r D,, Il RINTED WITH AN J� 8125 SW 120 STREET PINECREST, FLORIDA 33156 sLE.S �I D RVEY04- S,SEAL (786) 242 -7692 DADE (954) 779 -3288 BAWD NOTES 1 IF SHO BEARI ARE TO AN ASSUMED •�^'�'f,, _ b�, s:• (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX MERIDIAM,(BY ILA �°, �. d , e�• •. 't ' `A �S 2 IF SHOW ELEVATIjONS ARE REFERRED N G V D'1929. - ,l.!,? 'l1 DATE FIELD WORK SCALE SURVEY NO. ] THIS IS A ND R1 SURVEY ` ' S „tT r ,..i 09/07/2004 N 1 = N T 5 . 04 -5417 i I ' , *. SHEET 2 OF 2 N� V z r U 18'ASPH - ROAD ZDl THOMAS J. KELLY, INC. L. B. X16486 SURVEYORS - MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33186 (786) 242 -7692 DADE (984) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 09 - -04 1" = 20 04-5417 FEDERAL EMERGENCY MANAGEMENT AGENCY NATIONAL FLOOD INSURANCE PROGRAM ELEVATION CERTIFICATE Read the instructions on pages 1- 7. SECTION A - PROPERTY OWNER INFORMATION O.M.B. No 3067 -0077 Expires December 31, 2005 For Insurance Company use BUILDING OWNER'S NAME ;P.oflcy Number. CARLOS PITA & MARINA PITA SURVEY NO 04 -5417 BUILDING STREET ADDRESS (Including Apt. Unit, Suite, and/or Bldg No) OR P O ROUTE AND BOX NO. Company NAIC Number 5773 SW 81 STREET 11 . - CITY STATE ZIP CODE MIAMI Fl- 33143 PROPERTY DESCRIPTION (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LONG LEGAL BUILDING USE (e g, Residential, Non - residential, Addition, Accessory, etc. Use a Comments area, if necessary.) Residential LATITUDEILONGITUDE (OPTIONAL) HORIZONTAL DATUM SOURCE: 0 GPS (Type): ( W - #W - ## #V' or ## ) p NAD 1927 p NAD 1983 ❑ USGS Quad Map ❑ Other- SECTION B - FLOOD INSURANCE RATE MAP (FIRM) INFORMATION Bt NFIP COMMUNITY NAME 8 COMMUNITY NUMBER B2 COUNTY NAME B3. STATE CITY OF SOUTH MIAMI 120658 DADS I FLORIDA i B4 MAP AND PANEL • a) Top of bottom floor (including basement or enclosure) B7 FIRM PANEL B9 BASE FLOOD ELEVATION(S) NUMBER 65 SUFFIX B6 FIRM INDEX DATE EFFECTIVEPEVISED DATE B8 FLOOD ZONE(S) (Zone A0, use depth of flooding) 12025CO276 J 07/17x95 0302P4 AE 1000 B10 Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in 69 ❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other (Describe). 611 Indicate the elevation datum used for the BFE in B9- ® NGVD 1929 ❑ NAVD 1988 ❑ Other (Desaibe)- ft12 Is the building located in a Coastal Bather Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No Designation Date SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1 Budding elevations are based on ❑ Construction Dramnngs' ❑ Budding Under Construction' ® Finished Construction 'A new Elevation Certificate will be required when construction Lion of the budding is complete C2 Budding Diagram Number 1(Select the budding diagram most similar to the budding for which this certificate is being completed - see pages 6 and 7 If no diagram accurately represents the building, provide a sketch or photograph ) C3 Elevations - Zones Al -A30, AE, AH, A (with BFE), VE, V1 -V30, V (with BFE), AR, ARIA, ARIAE, ARIA1 -A30, ARIAH, ARIAO Complete Items C3 -a-+ below according to the budding diagram specified in Item C2 State the datum used If the datum 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 datum conversion calculation. Use the space provided or the Comments area of Section D or Section G, as appropriate, to document the datum conversion Datum ConversionlComments Elevation reference mark used Does the elevation reference mark used appear on the FIRM? ❑ Yes ❑ No • a) Top of bottom floor (including basement or enclosure) 11 05 fL(m) • b) Top of next higher floor V • c) Bottom of lowest honzontal structural member (V zones only) N/A. • d) Attached garage (top of slab) 9 .7 O .(m) $ g • e) Lowest elevation of machinery and/or equipment servicing the budding (Describe in a Comments area) 10 20 fL(m) E • Q Lowest adjacent (finished) grade (LAG) 9 3OfL(m) i N • g) Highest adjacent (finished) grade (HAG) 9 SO ft(m) S • h) No of permanent openings (flood vents) within 1 ft above adjacent grade n / a I o i) Total area of all permanent openings (flood vents) in C3 h n / asq in (sq cm) SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certificalion is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information I certify that the information in Sections A, B, and C on this certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. CERTIFIER'S NAME LICENSE NUMBER JOSE A PEREA 4858 TITLE COMPANY NAME PROFESIONAL SURVEYOR & MAPPER THOMAS J. KELLY, INC. ADDRESS CITY STATE ZJP CODE 8125 SW 120 STREET ! PINECREST FL 33156 SIGNATURE DATE TELEPHONE 09/07/2004 786 - 242 -7652 FEMA Form 81- 304anuary\2003 See reverse side for conbnuabon. Replaces all previous editions CITY ]AN! in utese spaces copy the coiiesponaing information from Section A i STREET ADDRESS (Indud rig Apt Unit Suite, and/or Bldg No) OR P 0 ROUTE AND BOX NO STATE ZIP CODE SECTION D - SURVEYOR, ENGINEER, OR ARCHrfECT CERTIFICATION (CONTINUED) Copy both sides of this Elevation Certificate for (1) community offioal, (2) insurance agent/ ompany, and (3) building owner. COMMENTS Cie r71C SLAB For lasuranoe Company Use Policy Number ❑ Check here if 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 LOMA or LOMR-F, Section C must be completed El Budding Diagram Number _(Select the building diagram most similar to the building for which this 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 budding is _ It (m) _in.(an) ❑ above or ❑ below (check one) the highest a gaoent grade. (Use natural grade, if available) E3 For Building Diagrams 6-8 with openings (seepage 7), the next higher floor or elevated floor (elevation b) of the building is _ fL(m) _in.(am) above the highest adjacent grade Complete items C3 h and C3 i on front of form E4 The top of the platform of machinery and/or equipment servicing the building is _ft (m) _in.(am) ❑ above or ❑ below (check one) the highest adlaoent grade. (Use natural grade, if available) E5 For Zone AO only If no flood depth number is available, is the top of the bottom floor elevated in accordance with the oommundys floodplain management ordnance? ❑ Yes ❑ No ❑ Unknown The local offioal 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 C3 t only), and E for Zone A (without a FEMA- issued or community - issued BFE) or Zone AO must sign here The statements in Sections A, B. C, and E are corred to the best of my knowledge PROPERTY OWNER'S OR OWNER'S AUTHORIZED REPRESENTATIVE'S NAME ADDRESS CITY STATE ZIP CODE SIGNATURE DATE TELLPHUNt_ COMMENTS ❑ Check here if attachments SECTION G - COMMUNITY INFORMATION (OPTIONAL) The local offi�al who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B. C (or E), and G of this Elevation Certificate Complete the applicable item(s) and sign below G1 ❑ 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 ceNiy elevator r information (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A comrnumiy offioal completed Section E for a budding located in Zone A (without a FEMA-issued or communiV- Issued BFE) or Zone A0. G3 ❑ The following information (Items G4-G9) is provided for community floodplain management purposes NUMBER PERMIT DATE G7 This permit nas been issued for ❑ New Construction ❑ Substantial Improvement G8 Elevation of as -built lowest floor (induding basement) of the building is _ --!L(m) Datum G9 BFE or (in Zone AO) depth of flooding at the building site is _ _IL(m) Datum. LOCAL OFFICIAL'S NAME TITLE COMMUNITY NAME TELEPHONE SIGNATURE DATE COMMENTS ❑ Check here if attachments FEMA Form 81 -31, January 2003 Replaces all previous editions LEGEND OF SURVEY ABBREVIATIONS A ARC DISTANCE A/C AIR CONDITIONING C CALCULATED C B CATCH BASIN CL CLEAR C/L CENTER LINE ENC . ENCROACHMENT PC POINT OF CURVATURE FIP FOUND IRON PIPE P O S POINT OF BEGINNING ON OVER HANG W M WATER METER P B PLAT BOOK M MEASURED P/L PROPERTY LINE CONC CONCRETE UP UTILITY POLE FD . FOUND CBS . CONCRETE BLOCK STRUCTURE O U L . OVERHEAD UTILITY LINE P C C POINT OF COMPOUND CURVE P O C POINT OF COMMENCEMENT BLDG BUILDING C H CHORD DISTANCE D E. DRAINAGE EASEMENT F H FIRE HYDRANT R . , RADIUS CERTIFY TO: Carlos Pita & Marina Pita Jorge E. Otero & Associates P.A. Attorneys' Title Insurance Fund, Inc. OCEAN BANK, A FLORIDA BANKING CORPORATION, ITS SUCCESSORS AND /OR ASSIGNS. LEGAL DESCRIPTION: Lot: SEE LEGAL CZ'e�0`rI Block: J Subdivision: According to the Plat thereof as recorded in Plot Book: Page: Public Records of MIAMI -DADE County, Florida. ADDRESS: 5773 SW 81 ST MIAMI, FLORIDA 33143 - Encroachments Noted: NOi�JE LOCATION SKETCH SCALE N T s F- In BLK /COR i 114.3(M) N v S O V) T S.W F0 -- a' O — I O. N NI PO C 5W COP N E I/41 N E 1/4, 5E 1/4 5EC 36 - 54 -40 NOTES A) All Ckaroncas W41W mca achmann shown hanon are of apparent notun F.— ownership NGVD NATIONAL GEODETIC VERTICAL DATUM PRC ... POINT OF REVERSE CURVATURE RAD .. RADIAL RIW .. RIGHT OF WAY SEC.. SECTION SCR SCREENED SIP SET IRON PIPE SWK ...SIDEWALK U.E . UTILITY EASEMENT CHLF. . . CHAIN LINK FENCE I WEST 315 191 0 EA5T 2.5 f Bi ! ST. EAST 330.00 1 Sheet 1 of 2- 2 FL OZONE: AE THIS I5 A FLOOD HAZARD ZONE _THIS IS NOT A FLOOD HAZARD ZONE PANEL NO.% 275/J COMMUNITY #: 120658 DATE OF FIRM: 07/17/1995 BASE FLOOD: 10.00 FINISH FLOOR: ELEV LOWEST CERT ADJ GRADE r C9 Ln i- � 1 WEST 15 207 O Q H Z �1� by „a„al means Legal awn.nhip of fences not LEGAL DESCRIPTION: 6) Thu s.r B) Thu wrwy is intended for mongoge or n }Inance purposes THE WEST 95 FEET OF THE EAST 190 FEET, OF THE FOLLOWING DESCRIBED only .aclusry is for t"" °" by thou to wham it " _-h ad This wrnY a rpt to be used for cola ir,rctron PARCEL: BEGINNING 262 FEET NORTH OF THE SW CORNER OF THE NE;/. OF "m' "'"g design or any other use without w" "'n 0m- THE NEV. AND SE '/e OF SECTION 36, TOWNSHIP 54 SOUTH, RANGE 40 EAST; sent of Tharms J Kelly Inc C) Code resmctron and tale search an not reflected THENCE EAST 330 FEET TO A POINT; THENCE NORTH 160 FEET TO A POINT; on tThe THENCE WEST ALONG A LINE PARALLEL TO THE SOUTH LINE OF THE NE V4 OF flood D) The flood mlor+nanon shown hereon does not imply D) that the ref.rencod progeny will or will not be free THE SE I/1 OF SAID SECTION 36, A DISTANCE OF 15.207 FEET TO A POINT; fen flooding or dcui and does not create liability `THENCE SOUTH A DISTANCE OF 16.87 FEET TO A POINT; THENCE WEST A on the Port of the f.— any officer or employ.. thereof for any dcuro" that results from relies. o. said DISTANCE OF 315 FEET TO A POINT; THENCE SOUTH A DISTANCE OF 142.6 FEET rnforeari" MORE OR LESS TO THE POINT OF BEGINNING, ALL LYING AND BEING IN E) The lands depicted hereon were surveyed per the MIAMI -DADE COUNTY, FLORIDA; SUBJECT TO A DEDICATION OF THE SOUTH legal description o.d no claims d to ownenhrp or 25 FEET THEREOF, TO THE CITY OF SOUTH MIAMI mert.m of title an —de or implied F) V,6.V and Encroochments if any, not located I hereby cernfY that the sunsy rspra ... tied hone. meets tM mlmmum technical .tan - dards set forth by the gourd of Land Sunw on in chapter 63y17 -6 Flunda Admrnrstretns Cade THOMAS J. KELLY, INC. pursuant to Seel • 172 027 Fla Statutes L. S. #6486 / SURVEYORS- MAPPERS -LAND PLANNERS osE A EREAD -5 6 M #4858 8125 SW 120 STREET PINECREST, FLORIDA 33156 TAME D FFLORIDA UNLESS IMPRINTED WITH AN EMBOSSED SURVEYORS'S SEAL (786) 242 -7692 DADE (954) 779 -3288 BRWD NOTES (786) 242 -6494 DADE FAX (954) 779 -3260 BAWD FAX 1 IF SHOWN BEARING ARE TO AN ASSUMED MERIDIAN (BY PLAT) 2 IF SHOWN ELEVATIONS ARE REFERRED N 6 V D 1929 DATE FIELD WORK SCALE SURVEY NO. 1 3 THIS I5 A BOUNDARY SVRVEY 09/07/2004 1" = N T 5 I 04 -5417 SHEET 2 OF 2 N o I "' 1 . 18'ASPH • ROAD . THOMAS J. KELLY, INC. L. B. X16486 SURVEYORS- MAPPERS -LAND PLANNERS 8125 SW 120 STREET PINECREST, FLORIDA 33156 (786) 242 -7692 DADE (954) 779 -3288 BRWD (786) 242 -6494 DADE FAX (954) 779 -3260 BRWD FAX DATE FIELD WORK SCALE SURVEY NO. 09-0-7-04 1 04-5417 . I I I .1, ......... MIAMI" ¢ttltplNG DEPARTMENT DATE BY DAT p PA. B,LHL,Pita STRU��-RAL E MECHANICAL 1, A