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12-1371-000FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Palmcorp Development Group Lot 5 Builder Name: Street: 6744 Magnolia Court Permit Office: South Miami City, State, Zip: South Miami, FL, 33143- Permit Number: Owner. Palmcorp Development Group Jurisdiction: 233300 Design Location: FL, Miami 1. New construction or existing New (From Plans) 9. Wall Types (3518.2 sqft.) Insulation Area a. Concrete Block - Int Insul, Exterior R=4.1 3274.30 ft2 2. Single family or multiple family Single-family b. Frame - Steel, Adjacent R=11.0 243.83 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1440.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=19.0 1440.00 ft2 6. Conditioned floor area above grade (W) 2649 b. N/A R= ft2 c. N/A R= ft2 Conditioned floor area below grade (ft2) 0 11. Ducts R ft2 •7. Windows(437.7 sqft.) Description Area a. Sup: Attic, Ret: 1st Floor, AH: 1st Floor 6 260 a. U -Factor: Dbl, U=0.87 437.68 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 320 SHGC: SHGC=0.50 12. Cooling systems kBtu/hr Efficiency b. U -Factor: N/A tt2 a. Central Unit 29.6 SEER:16.00 SHGC: b. Central Unit 29.6 SEER:16.00 c. U -Factor. N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Strip Heat 17.0 COP:1.00 SHGC: b. Electric Strip Heat 25.5 COP:1.00 Area Weighted Average Overhang Depth: 3.836 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (1440.0 sq ,' Insulation Area EF: 1.033 a. Slab -On -Grade Edge I R=0.0 1209.00 ft2 b. Conservation features b. Raised Floor R=0.0 231.00 ft2 None c. N/A R= fI2 15. Credits Pstat Jo" l Proposed Modified Loads: 67.75 Glas Flo Area: 0.1 PASS TStandard Reference Loads: 84.64 I her ify that the pdsp�ifi s covered by Review of the plans and 04 E ST,q?� this o re in o lmtH'" da Energy specifications covered by this _,_ fi 0 Code, '� % calculation indicates compliance , y u„''' _ _ 16 7 with the Florida Energy Code. an, ' •..:: ,. ,� O F� PREPA BY' Before construction is completed DATE: this building will be inspected for compliance with Section 553.908 , o I hereby:t:ertify that this b ing, as designed, is in compliance Florida Statutes. �, �C COD with the Florida Energy C tyE"� OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Heat sys #1 may be undersized. Size of 17.0 was increased to 18.5 for simulation. Please review the Manual J8 report: Cool sys #1 may be undersized. Size of 29.6 was increased to 29.6 for simulation. Please review the Manual J8 report.- Cool sys #2 may be undersized. Size of 29.6 was increased to 29.6 for simulation. Please review the Manual J8 report. 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: Palmcorp Development Grou Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2649 Lot # Owner. Palmcorp Development Grou Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 6744 Magnolia Court Permit Office: South Miami Cross Ventilation: County: Dade Jurisdiction: 233300 Whole House Fan: City, State, Zip: South Miami, Family Type: Single-family FL, 33143- New/Existing: New (From Plans) Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL_MIAMI_INTL_AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Blockl 1209 13299 2 Block2 1440 15840 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1st Floor 1209 13299 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1440 15840 No 6 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 157 ft 0 1209 ft2 1 0 0 2 Raised Floor 2nd Floor ___ ____ 231 ft2 0 1 0 0 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1518 ft2 240 ft2 Dark 0.96 No 0.9 No 19 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1440 ft2 N N 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING # Ceiling Type Space R-Value Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 19 1440 ft2 0.11 Wood WALLS AdjacentSpace Cavity Width Height Sheathing Framing Solar Below 9 C)rnt In M11 Type _ 1 E Garage Frame - Steel 1st Floor 11 19 9 11 0 217.25 ft2 0 0 0.75 0 _ 2 N Garage Frame - Steel 1st Floor 11 2 5 11 0 26.58333 0 0 0.75 0 _ 3 E Exterior Concrete Block - Int Insul 1st Floor 4.0999 7 3 11 0 79.75 ft2 0 0 0.75 0 _ 4 E Exterior Concrete Block - Int Insul 1st Floor 4.0999 13 0 11 0 143 ft2 0 0 0.75 0 5 S Exterior Concrete Block - Int Insul 1st Floor 4.0999 27 4 11 0 300.6666 0 0 0.75 0 6 S Exterior Concrete Block - Int Insul 1st Floor 4.0999 11 4 11 0 124.6666 0 0 0.75 0 _ 7 W Exterior Concrete Block - Int Insul 1st Floor 4.0999 11 6 11 0 126.5 ft2 0 0 0.75 0 _ 8 W Exterior Concrete Block - Int Insul 1st Floor 4.0999 28 6 11 0 313.5 ft2 0 0 0.75 0 _ 9 N Exterior Concrete Block - Int Insul 1st Floor 4.0999 36 3 11 0 398.75 ft2 0 0 0.75 0 10 E Exterior Concrete Block - Int Insul 2nd Floor 4.0999 33 6 11 0 368.5 ft2 0 0 0.75 0 _ 11 E Exterior Concrete Block - Int Insul 2nd Floor 4.0999 6 6 11 0 71.5 ft2 0 0 0.75 0 T 12 S Exterior Concrete Block - Int Insul 2nd Floor 4.0999 41 3 11 0 453.75 ft2 0 0 0.75 0 _13 W Exterior Concrete Block- Int Insul2nd Floor 4.0999 40 0 11 0 440 ft2 0 0 0.75 0 T 14 N Exterior Concrete Block - Int Insul 2nd Floor 4.0999 41 3 11 0 453.75 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U-Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 0.460000 3 0 6 8 20 ft2 2 E Insulated 1st Floor None 0.460000 3 0 6 8 48 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. Wall Overhang 1/ # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening 1 E 4 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft 0 in 12 ft 4 in None None 2 S 5 Metal Double (Clear) Yes 0.87 0.5 18.40277 1 ft 0 in 12 ft 4 in None None 3 S 6 Metal Double (Clear) Yes 0.87 0.5 22.61111 11 ft 6 in 1 ft 5 in None None 4 W 7 Metal Double (Clear) Yes 0.87 0.5 48 ft2 11 ft 4 in 0 ft 7 in None None 5 W 8 Metal Double (Clear) Yes 0.87 0.5 64 ft2 1 ft 0 in 11 ft 6 in None None 6 N 9 Metal Double (Clear) Yes 0.87 0.5 20 ft2 1 ft 0 in 11 ft 6 in None None 7 N 9 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft 0 in 12 ft 4 in None None 8 E 10 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft 0 in 4 ft 2 in None None 9 E 10 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft 0 in 1 ft 3 in None None 10 E 11 Metal Double (Clear) Yes 0.87 0.5 48 ft2 11 ft 7 in 1 ft 4 in None None 11 S 12 Metal Double (Clear) Yes 0.87 0.5 36.80555 1 ft 0 in 1 ft 3 in None None 12 W 13 Metal Double (Clear) Yes 0.87 0.5 51.38888 1 ft 0 in 1 ft 3 in None None 13 N 14 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft 0 in 1 ft 3 in None None 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 9/19/2012 10:59 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 407.88 ft2 407.88 ft2 25.2 ft 11 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3474.1 190.72 358.69 0.4247 7.1536 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Strip Heat Electric Strip Heat None None COP: 1 17 kBtu/hr 1 COP: 1 25.5 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit None None SEER: 16 29.6 kBtu/hr 888 cfm 0.82 1 SEER: 16 29.6 kBtu/hr 888 cfm 0.82 2 sys#1 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Garage 0.95 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / V # — Supply -- Location R-Value Area — Return — Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF HVAC # Heat Cool 1 2 Attic 6 260 ft2 Attic 6 320 ft2 1st Floor 2nd Floor 1 ft2 Default Leakage 1st Floor (Default) (Default) % 1 ft2 Default Leakage 2nd Floor (Default) (Default) % 1 1 2 2 EWWWROM 9/19/2012 10:59 PM EnergyGaugeO USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: Cooling Jan Venting H Feb HJan Feb M:r Mar Apr JunX� May rlJun Jul AugAug ep n Sep w ct Oct Nov Nov Nov Dec Dec l Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Wafts HRV Heating System Run Time Cooling System Fans/ERV 0 70 48 0 2 - Electric Strip Heat % 2 - Central Unit 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 6744 Magnolia Court PERMIT #: South Miami, FL, 33143 - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces.. gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental (/ electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 L/ + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. / No make-up air from attics, crawlspaces, garages or outdoors adjacent (/ to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/19/2012 10:59 PM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 6744 Magnolia Court, South Miami, FL, 33143- 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows" Description a. U -Factor. Dbl, U=0.87 SHGC: SHGC=0.50 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: NIA SHGC: Area Weighted Average Overhang Depth: Area Weighted Average SHGC: New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 3274.30 ft2 b. Frame - Steel, Adjacent R=11.0 243.83 ft2 1 c. N/A R= ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=19.0 1440.00 ft2 2649 b. N/A R= ft2 Area c. N/A R= ft2 437.68 ft2 11. Ducts R ft2 a. Sup: Attic, Ret: 1st Floor, AH: 1st Floor 6 260 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 320 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 29.6 SEER:16.00 b. Central Unit 29.6 SEER:16.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 17.0 COP:1.00 3.836 ft. b. Electric Strip Heat 25.5 COP:1.00 0.500 8. Floor Types Insulation Area a. Slab -On -Grade Edge Insulation R=0.0 1209.00 f12 b. Raised Floor R=0.0 231.00 f12 c. N/A R= ft2 14. Hot water systems Cap: 1 gallons a. Electric EF: 0.95 b. Conservation features None 15. Credits Pstat `i �s-ctc I certify that this home has complied with the Florida Energy Etc`iency 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 com iant features. Builder Signature: Date: Address of New Home: ���,-1 � I p` Gfi City/FL Zip: S9 o j awl *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Residential System Sizing Calculation Summary Palmcorp Development Group Project Title: 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- 9/19/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(? ft.) Temp Range(L) Humidi data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. Window total 438 Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heating load calculation 34809 Btuh Total cooling load calculation 57831 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of talc Btuh Total (Electric Strip Heat) 122.1 42500 Sensible (SHR = 0.82) 101.7 48544 34809 Btuh Latent 105.6 10656 0 Btuh TOTAL HEAT LOSS Total 102.4 59200 WINTER CALCULATIONS Winter Heatin Load for 2649 sqft) Load component Load Load Window total Window total 438 sqft 7996 Btuh Wall total 3012 sqft 9297 Btuh Door total 68 sqft 657 Btuh Ceiling total 1440 sqft 806 Btuh Floor total See detail report 5756 Btuh Infiltration 173 cfm 3995 Btuh Duct loss Btuh Sens. Ventilation 6301 Btuh Subtotal Blower Load 34809 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 1301 Btuh 34809 Btuh Summer Cooling Load (for 2549 s ouas(le%) r�n(11x) Doers(2%) C Floms(17%) SUMMER CALCULATIONS Load component Load Window total 438 sqft 20439 Stuh Wall total 3012 sqft 7526 Btuh Door total 68 sqft 1001 Btuh Ceiling total 1440 sqft 2150 Btuh Floor total 1422 Btuh Infiltration 173 cfm 3234 Btuh Internal gain 5930 Btuh Duct gain 6041 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 47744 Btuh Latent gain(ducts) 1301 Btuh Latent gain(infiltration) 6586 Btuh Latent gain (ventilation) 0 Btuh Latent gain(intemal/occupants/other) 2200 Btuh Total latent gain 10087 Btuh TOTAL HEAT GAIN 57831 Btuh x.17 8th Edition Latent i#emaK4%) mtRanom -0•r Ducts(13%) DATE: _ EnergyGauge® / USRFZB v3.0 vweduwa(23%) cebaoso%) WaftcV%) Wn6ows(35%) nR(17%) cet4x) rho A ). aug ;3.y -VN �L = f -Or= �� / :.s �A��1�. System Sizing Calculations - Summer Residential Load - Whole Nouse Component Details Palmcorp Development Group Project Title: 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- 9/19/2012 Reference City: Miami, FL Temperature Difference: 17.OF(TMY3 99%) Humidity difference: 56gr. Component Loads for Whole House EnergyGaugeO / USRFZB v3.0 Page 1 Type' Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.50, 0.87 No No E 1.0ft. 12.3f 25.7 0.0 25.7 26 64 1633 Btuh 2 2 NFRC 0.50, 0.87 No No S 1.0ft. 12.3f 18.4 0.0 18.4 26 27 500 Btuh 3 2 NFRC 0.50, 0.87 No No S 11.5f 1.4ft. 22.6 22.6 0.0 26 27 580 Btuh 4 2 NFRC 0.50, 0.87 No No W 11.3f 0.61t. 48.0 48.0 0.0 26 64 1230 Btuh 5 2 NFRC 0.50, 0.87 No No W 1.0ft. 11.5f 64.0 0.0 64.0 26 64 4067 Stuh 6 2 NFRC 0.50, 0.87 No No N 1.01t. 11.5f 20.0 0.0 20.0 26 26 513 Btuh 7 2 NFRC 0.50, 0.87 No No N 1.0ft. 12.3f 25.7 0.0 25.7 26 26 659 Btuh 8 2 NFRC 0.50, 0.87 No No E 1.01t. 4.211t. 25.7 0.0 25.7 26 64 1633 Btuh 9 2 NFRC 0.50, 0.87 No No E 1.0ft. 1.3ft. 25.7 0.0 25.7 26 64 1633 Btuh 10 2 NFRC 0.50, 0.87 No No E 11.6f 1.3ft. 48.0 48.0 0.0 26 64 1230 Btuh 11 2 NFRC 0.50, 0.87 No No S 1.0ft. 1.3ft. 36.8 36.8 0.0 26 27 943 Btuh 12 2 NFRC 0.50, 0.87 No No W 1.0ft. 1.3ft. 51.4 0.0 51.4 26 64 3265 Btuh 13 2 NFRC 0.50, 0.87 No No N 1.0ft. 1.3ft. 25.7 0.0 25.7 26 26 659 Btuh Excursion 1895 Btuh Window Total 438 (sqft) 20439 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Frame - Steel - Adj 0.12 11.0/0.0 197.3 2.0 398 Btuh 2 Frame - Steel - Adj 0.12 11.010.0 26.6 2.0 54 Btuh 3 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 31.8 2.5 81 Btuh 4 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 117.3 2.5 298 Btuh 5 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 282.3 2.5 716 Btuh 6 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 102.1 2.5 259 Btuh 7 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 78.5 2.5 199 Btuh 8 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 249.5 2.5 633 Btuh 9 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 353.1 2.5 896 Btuh 10 Concrete BIk,Hollow- Ext 0.15 4.1/0.0 317.1 2.5 805 Btuh 11 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 23.5 2.5 60 Btuh 12 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 416.9 2.5 1058 Btuh 13 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 388.6 2.5 986 Btuh 14 Concrete Blk,Hollow- Ext 0.15 4.1/0.0 428.1 2.5 1086 Btuh Wall Total 3012 (sqft) 7526 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Garage 20.0 14.7 294 Btuh 2 Insulated - Exterior 48.0 14.7 707 Btuh Door Total 68 (sqft) 1001 Btuh Ceilings Type/Color/Surface LI -Value R -Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 0.027 19.0/19.0 1440.0 1.49 2150 Btuh Ceiling Total 1440 (sqft) 2150 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1209 (ft -perimeter) 0.0 0 Btuh 2 Raised - Open 0.0 231 (sqft) 6.2 1422 Btuh Floor Total 1440.0 (sqft) 1422 Btuh Envelope Subtotal: 32538 Btuh EnergyGaugeO / USRFZB v3.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Palmcorp Development Group Project Title: Climate: FL_MIAMI_INTL—AP 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- 9/19/2012 Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Natural(Adjusted for ventilation) 0.36 29139 1 173.0 Load 3234 Btuh Internal gain Occupants Btuh/occupant Appliance 11 X 230 + 3400 Load 5930 Btuh Sensible Envelope Load: 41702 Btuh Duct load (DGMs vary for Mixed ducts) 6041 Btuh Sensible Load All Zones 47744 Btuh EnergyGauge® / USRFZB v3.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Palmcorp Development Group Project Title: Climate: FL_MIAMI_INTL_AP 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- 9/19/2012 f (WHOLE HOUSE TOTALS EQUIPMENT 1. Central Unit # 29600 Btuh 2. Central Unit # 29600 Btuh 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half dosed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Halq%)) (Ornt - compass orientation) EnergyGauge® / USRFZB v3.0 Page 3 Sensible Envelope Load All Zones 41702 Btuh Sensible Duct Load 6041 Btuh Total Sensible Zone Loads 47744 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 47744 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 6586 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1301 Btuh Latent occupant gain (11.0 people @ 200 Btuh per person) 2200 Btuh Latent other gain 0 Btuh Latent total gain 10087 Btuh TOTAL GAIN 57831 Btuh EQUIPMENT 1. Central Unit # 29600 Btuh 2. Central Unit # 29600 Btuh 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half dosed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Halq%)) (Ornt - compass orientation) EnergyGauge® / USRFZB v3.0 Page 3 System Residential Palmcorp Development Group _ 6744 Magnolia Court South Miami, FL 33143 - Sizing Calculations - Winter Load - Whole House Component Details Project Title: Palmcorp Development Group Lot 5 Building Type: User 9/19/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99%) Component Loads for Whole House Window Panes/Type Frame U Orientation Areas X HTM= Load 1 2, NFRC 0.50 Metal 0.87 E 25.7 18.3 469 Btuh 2 2, NFRC 0.50 Metal 0.87 S 18.4 18.3 336 Btuh 3 2, NFRC 0.50 Metal 0.87 S 22.6 18.3 413 Btuh 4 2, NFRC 0.50 Metal 0.87 W 48.0 18.3 877 Btuh 5 2, NFRC 0.50 Metal 0.87 W 64.0 18.3 1169 Btuh 6 2, NERC 0.50 Metal 0.87 N 20.0 18.3 365 Btuh 7 2, NFRC 0.50 Metal 0.87 N 25.7 18.3 469 Btuh 8 2, NFRC 0.50 Metal 0.87 E 25.7 18.3 469 Btuh 9 2, NFRC 0.50 Metal 0.87 E 25.7 18.3 469 Btuh 10 2, NFRC 0.50 Metal 0.87 E 48.0 18.3 877 Btuh 11 2, NFRC 0.50 Metal 0.87 S 36.8 18.3 672 Btuh 12 2, NFRC 0.50 Metal 0.87 W 51.4 18.3 939 Btuh 13 2, NFRC 0.50 Metal 0.87 N 25.7 18.3 469 Btuh Window Total 437.7 s 7996 Btuh Walls Type Omt. Ueff. R -Value Area X HTM= Load (Cav/Sh) 1 Frame - Steel - Adj (0.119) 11.0/0.0 197 2.49 491 Btuh 2 Frame - Steel - Adj (0.119) 11.0/0.0 27 2.49 66 Btuh 3 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 32 3.13 100 Btuh 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 117 3.13 368 Btuh 5 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 282 3.13 885 Btuh 6 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 102 3.13 320 Btuh 7 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 79 3.13 246 Btuh 8 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 250 3.13 782 Btuh 9 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 353 3.13 1106 Btuh 10 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 317 3.13 994 Btuh 11 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 24 3.13 74 Btuh 12 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 417 3.13 1307 Btuh 13 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 389 3.13 1218 Btuh 14 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 428 3.13 1341 Stuh Wall Total 3012 s 9297 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated -Garage, n (0.460) 20 9.7 193 Btuh 2 Insulated - Exterior, n (0.460) 48 9.7 464 Btuh Door Total 68 s ft 6576tuh Ceilings Type/Color/Surface Ueff. R -Value Area X HTM= Load 1 Vented Attic/D/Shing (0.027) 19.0/19.0 1440 0.6 806 Btuh Ceilinq Total 1440 s ft 80613tuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 157.0 ft(perim.) 24.8 3890 Btuh 2 Raised - Open (0.385) 0.0 231.0 sgft 8.1 1866 Btuh Floor Total 1440 sqft 5756 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Palmcorp Development Group Project Title: 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- Building Type: User 9/19/2012 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 34809 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 34809 Btuh EQUIPMENT 1. Electric Strip Heat 17000 Btuh 2. Electric Strip Heat 25500 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or- Glass as'Clear or'Tinr (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (ManualJ Heat Transfer Multiplier) EnergyGauge® / USRFZB v3.0 Page 2 Envelope Subtotal: 24513 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.30 29139 1.00 173.0 3995 Btuh Duct load (DLM of Mixed ducts) 6301 Btuh All Zones Sensible Subtotal All Zones 34809 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 34809 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 34809 Btuh EQUIPMENT 1. Electric Strip Heat 17000 Btuh 2. Electric Strip Heat 25500 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or- Glass as'Clear or'Tinr (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (ManualJ Heat Transfer Multiplier) EnergyGauge® / USRFZB v3.0 Page 2 :t FORM 405-10 FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION Florida Department of Business and Professional Regulation - Residential Performance Method Project Name: Palmcorp Development Group Lot 5 Builder Name: Street: 6744 Magnolia Court Permit Office: South Miami City, State, Zip: South Miami , FL, 33143- Permit Number: Owner: Palmcorp Development Group Jurisdiction: 233300 Design Location: FL, Miami .1. New construction or existing New (From Plans) 9. Wall Types (3518.2 sgft.) Insulation Area 2. Single family or multiple family Single-family a. Concrete Block - Int Insul, Exterior R=4.1 3274.30 ft2 b. Frame - Steel, Adjacent R=11.0 243.83 ft2 3. Number of units, if multiple family 1 c. N/A R= ft2 4. Number of Bedrooms 4 d. N/A R= ft2 10. Ceiling Types (1440.0 sqft.) Insulation Area 5. Is this a worst case? No a. Under Attic (Vented) R=19.0 1440.00 ft2 6. Conditioned floor area above grade (ft2) 2649 b. N/A R= ft2 Conditioned floor area below grade (ft2) 0 c. N/A R= ft2 11. Ducts R ft2 7. Windows(437.7 sqft.) Description Area a. Sup: Attic, Ret: 1st Floor, AH: 1st Floor 6 260 a. U -Factor: Dbl, U=0.87 437.68 ft2 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 320 SHGC: SHGC=0.50 b. U -Factor: N/A ft2 12. Cooling systems kBtu/hr Efficiency SHGC: a. Central Unit 29.6 SEER:16.00 b. Central Unit 29.6 SEER:16.00 c. U -Factor: N/A ft2 SHGC: 13. Heating systems kBtu/hr Efficiency d. U -Factor: N/A ft2 a. Electric Strip Heat 17.0 COP:1.00 SHGC: b. Electric Strip Heat 25.5 COP:1.00 Area Weighted Average Overhang Depth: 3.836 ft. Area Weighted Average SHGC: 0.500 14. Hot water systems a. Electric Tankless Cap: 1 gallons 8. Floor Types (1440.0 sqft.) Insulation Area EF: 1.033 a. Slab -On -Grade Edge Insulation R=0.0 1209.00 ft2 b. Conservation features b. Raised Floor R=0.0 231.00 ft2 None c. N/A R= ft2 15. Credits Pstat Glass/Floor Area: 0.16&X'%_"" Total Proposed Modified Loads: 67.75 * -*,,Total Standard Reference Loads: 84.64 PASS I hereby that,t atiby Review the -T%lE ST,q,, certify pla pd speci covered of plans and this calculatio �arefi compli rice with the �+ol a Energy F- , specifications covered by this ,j�4 0 Code. �y p' calculation indicates compliance Florida Energy Code..r�a„�` /i,, �, ,• with the PREPARED Y! Before construction is completed' DATE: this building will be inspected for compliance with Section 553.908 * �' . I hereby certify that this bw irig, a43esiaaed,�is in compliance Florida Statutes. with the Florida Energy Code'.'' ­�� ", CobWE OWNER/AGENT: BUILDING OFFICIAL: DATE: DATE: - Compliance requires completion of a Florida Air Barrier and Insulation Inspection Checklist - Heat sys #1 may be undersized. Size of 17.0 was increased to 18.5 for simulation. Please review the Manual J e rt Cool sys #1 may be undersized. Size of 29.6 was increased to 29.6 for simulation. Please review the Manual J8 report.- C I s #2 may be undersized. Size of 29.6 was increased to 29.6 for simulation. Please review the Manual J8 report. ' - U 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 1 of 6 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 PROJECT Title: Palmcorp Development Grou Bedrooms: 4 Address Type: Street Address Building Type: User Conditioned Area: 2649 Lot # Owner: Palmcorp Development Grou Total Stories: 2 Block/SubDivision: # of Units: 1 Worst Case: No PlatBook: Builder Name: Rotate Angle: 0 Street: 6744 Magnolia Court Permit Office: South Miami Cross Ventilation: County: Dade Jurisdiction: 233300 Whole House Fan: City, State, Zip: South Miami, Family Type: Single-family FL , 33143- New/Existing: New (From Plans) ` Comment: CLIMATE V IECC Design Temp Int Design Temp Heating Design Daily Temp Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range FL, Miami FL MIAMI INTL AP 1 51 90 70 75 149.5 56 Low BLOCKS Number Name Area Volume 1 Block1 1209 13299 2 Block2 1440 15840 SPACES Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated 1 1 st Floor 1209 13299 Yes 5 1 1 Yes Yes Yes 2 2nd Floor 1440 15840 No 6 3 1 Yes Yes Yes FLOORS # Floor Type Space Perimeter Perimeter R -Value Area Joist R -Value Tile Wood Carpet 1 Slab -On -Grade Edge Insulatio 1st Floor 157 ft 0 1209 ft2 ____ 1 0 0 2 Raised Floor 2nd Floor ____ ____ 231 ft2 0 1 0 0 ROOF V Roof Gable Roof Solar SA Emitt Emitt Deck Pitch # Type Materials Area Area Color Absor. Tested Tested Insul. (deg) 1 Gable or shed Composition shingles 1518 ft2 240 ft2 Dark 0.96 No 0.9 No 19 18.4 ATTIC V # Type Ventilation Vent Ratio (1 in) Area RBS IRCC 1 Full attic Vented 150 1440 ft2 N N 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6 l 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 CEILING # Ceiling Type Space R -Value Area Framing Frac Truss Type 1 Under Attic (Vented) 2nd Floor 19 1440 ft2 0.11 Wood WALLS Adjacent Cavity Width Height Sheathing Framing Solar Below Space 1 E Garage Frame - Steel 1st Floor 11 19 9 11 0 217.25 ft2 0 0 0.75 0 2 ~ N Garage Frame - Steel 1st Floor 11 2 5 11 0 26.58333 0 0 0.75 0 3 E Exterior Concrete Block - Int Insul 1 st Floor 4.0999 7 3 11 0 79.75 ft2 0 0 0.75 0 4 E Exterior Concrete Block - Int Insul 1 st Floor 4.0999 13 0 11 0 143 ft2 0 0 0.75 0 5 S Exterior Concrete Block - Int Insul 1st Floor 4.0999 27 4 11 0 300.6666 0 0 0.75 0 6 S Exterior Concrete Block - Int Insul 1 st Floor 4.0999 11 4 11 0 124.6666 0 0 0.75 0 7 W Exterior Concrete Block - Int Insul 1st Floor 4.0999 11 6 11 0 126.5 ft2 0 0 0.75 0 8 W Exterior Concrete Block - Int Insul 1st Floor 4.0999 28 6 11 0 313.5 ft2 0 0 0.75 0 9 N Exterior Concrete Block - Int Insul 1st Floor 4.0999 36 3 11 0 398.75 ft2 0 0 0.75 0 10 E Exterior Concrete Block - Int Insul2nd Floor 4.0999 33 6 11 0 368.5 ft2 0 0 0.75 0 11 E Exterior Concrete Block - Int Insul2nd Floor 4.0999 6 6 11 0 71.5 ft2 0 0 0.75 0 12 S Exterior Concrete Block - Int Insul2nd Floor 4.0999 41 3 11 0 453.75 ft2 0 0 0.75 0 13 W Exterior Concrete Block - Int Insul2nd Floor 4.0999 40 0 11 0 440 ft2 0 0 0.75 0 14 N Exterior Concrete Block - Int Insul2nd Floor 4.0999 41 3 11 0 453.75 ft2 0 0 0.75 0 DOORS # Ornt Door Type Space Storms U -Value Width Height Area Ft In Ft In 1 E Insulated 1st Floor None 0.460000 3 0 6 8 20 ft2 2 E Insulated 1st Floor None 0.460000 3 0 6 8 48 ft2 WINDOWS Orientation shown is the entered, Proposed orientation. / Wall Overhang �/ # Ornt ID Frame Panes NFRC U -Factor SHGC Area Depth Separation Int Shade Screening 1 E 4 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft 0 in 12 ft 4 in None None 2 S 5 Metal Double (Clear) Yes 0.87 0.5 18.40277 1 ft 0 in 12 ft 4 in None None 3 S 6 Metal Double (Clear) Yes 0.87 0.5 22.61111 11 ft 6 in 1 ft 5 in None None 4 W 7 Metal Double (Clear) Yes 0.87 0.5 48 ft2 11 ft 4 in 0 ft 7 in None None 5 W 8 Metal Double (Clear) Yes 0.87 0.5 64 ft2 1 ft 0 in 11 ft 6 in None None 6 N 9 Metal Double (Clear) Yes 0.87 0.5 20 ft2 1 ft 0 in 11 ft 6 in None None 7 N 9 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft0 in 12 ft 4 in None None 8 E 10 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft 0 in 4 ft 2 in None None 9 E 10 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft0 in 1 ft3 in None None 10 E 11 Metal Double (Clear) Yes 0.87 0.5 48 ft2 11 ft 7 in 1 ft 4 in None None 11 S 12 Metal Double (Clear) Yes 0.87 0.5 36.80555 1 ft 0 in 1 ft 3 in None None 12 W 13 Metal Double (Clear) Yes 0.87 0.5 51.38888 1 ft 0 in 1 ft 3 in None None 13 N 14 Metal Double (Clear) Yes 0.87 0.5 25.69444 1 ft 0 in 1 ft 3 in None None l 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 GARAGE # Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height Exposed Wall Insulation 1 407.88 ft2 407.88 ft2 25.2 ft 11 ft 11 INFILTRATION # Scope Method SLA CFM 50 ELA EgLA ACH ACH 50 1 Wholehouse Best Guess 0.000500 3474.1 190.72 358.69 0.4247 7.1536 HEATING SYSTEM # System Type Subtype Efficiency Capacity Block Ducts 1 2 Electric Strip Heat Electric Strip Heat None None COP: 1 17 kBtu/hr 1 COP: 1 25.5 kBtu/hr 2 sys#1 sys#2 COOLING SYSTEM # System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts 1 2 Central Unit Central Unit None None SEER: 16 29.6 kBtu/hr 888 cfm 0.82 1 SEER: 16 29.6 kBtu/hr 888 cfm 0.82 2 sys#1 sys#2 HOT WATER SYSTEM # System Type SubType Location EF Cap Use SetPnt Conservation 1 Electric Tankless Garage 0.95 1 gal 70 gal 120 deg None SOLAR HOT WATER SYSTEM FSEC Cert # Company Name Collector Storage System Model # Collector Model # Area Volume FEF None None ft2 DUCTS / # ---- Supply ---- Location R -Value Area ---- Return ---- Air Percent Location Area Leakage Type Handler CFM 25 Leakage QN RLF HVAC # Heat Cool 1 2 Attic 6 260 ft2 Attic 6 320 ft2 1st Floor 2nd Floor 1 ft2 Default Leakage 1st Floor (Default) (Default) % 1 ft2 Default Leakage 2nd Floor (Default) (Default) % 1 1 2 2 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 TEMPERATURES Programable Thermostat: Y Ceiling Fans: CoolingJan HeatinHJan Feb Feb Mar Mar Apr APr Ma MayJun Jun Jul Jul Au Au rl Sep rj Se [ ]Oct [ ]Oct Nov Nov ec Dec HD Ventin Jan Feb X X Mar [X] Apr [ May [ Jun Jul Aug Se [X] Oct Nov Dec Thermostat Schedule: HERS 2006 Reference Hours Schedule Type 1 2 3 4 5 6 7 8 9 10 11 12 Cooling (WD) AM 78 78 78 78 78 78 78 78 80 80 80 80 PM 80 80 78 78 78 78 78 78 78 78 78 78 Cooling (WEH) AM 78 78 78 78 78 78 78 78 78 78 78 78 PM 78 78 78 78 78 78 78 78 78 78 78 78 Heating (WD) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 Heating (WEH) AM 66 66 66 66 66 68 68 68 68 68 68 68 PM 68 68 68 68 68 68 68 68 68 68 66 66 MECHANICAL VENTILATION Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System Fans/ERV 0 70 48 0 2 - Electric Strip Heat % 2 - Central Unit 9/19/2012 10:59 PM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6 1 FORM 405-10 Florida Code Compliance Checklist Florida Department of Business and Professional Regulations Residential Whole Building Performance Method ADDRESS: 6744 Magnolia Court PERMIT #: South Miami, FL, 33143 - MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full details. COMPONENT SECTION SUMMARY OF REQUIREMENT(S) CHECK Air leakage 402.4 To be caulked, gasketed, weatherstripped or otherwise sealed. Recessed lighting IC -rated as meeting ASTM E 283. Windows and doors = 0.30 cfm/sq.ft. Testing or visual inspection required. Fireplaces: gasketed doors & outdoor combustion air. Must complete envelope leakage report or visually verify Table 402.4.2. Thermostat & 403.1 At least one thermostat shall be provided for each separate heating and controls cooling system. Where forced -air furnace is primary system, programmable thermostat is required. Heat pumps with supplemental electric heat must prevent supplemental heat when compressor can meet the load. Ducts 403.2.2 All ducts, air handlers, filter boxes and building cavities which form the primary air containment passageways for air distribution systems shall be considered ducts or plenum chambers, shall be constructed and sealed in accordance with Section 503.2.7.2 of this code. 403.3.3 Building framing cavities shall not be used as supply ducts. Water heaters 403.4 Heat trap required for vertical pipe risers. Comply with efficiencies in Table 403.4.3.2. Provide switch or clearly marked circuit breaker (electric) or shutoff (gas). Circulating system pipes insulated to = R-2 + accessible manual OFF switch. Mechanical 403.5 Homes designed to operate at positive pressure or with mechanical ventilation ventilation systems shall not exceed the minimum ASHRAE 62 level. No make-up air from attics, crawlspaces, garages or outdoors adjacent to pools or spas. Swimming Pools 403.9 Pool pumps and pool pump motors with a total horsepower (HP) of = 1 & Spas HP shall have the capability of operating at two or more speeds. Spas and heated pools must have vapor -retardant covers or a liquid cover or other means proven to reduce heat loss except if 70% of heat from site -recovered energy. Off/timer switch required. Gas heaters minimum thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters minimum COP= 4.0. Cooling/heating 403.6 Sizing calculation performed & attached. Minimum efficiencies per Tables 503.2.3. Equipment efficiency verification required. Special equipment occasion cooling or heating capacity requires separate system or variable capacity system. Electric heat >10kW must be divided into two or more stages. Ceilings/knee walls 405.2.1 R-19 space permitting. 9/19/2012 10:59 PM EnergyGauge® USA - RaRes2010 Section 405.4.1 Compliant Software Page 6 of 6 ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD ESTIMATED ENERGY PERFORMANCE INDEX* = 80 The lower the EnergyPerformance Index, the more efficient the home. 1. New construction or existing 2. Single family or multiple family 3. Number of units, if multiple family 4. Number of Bedrooms 5. Is this a worst case? 6. Conditioned floor area (ft2) 7. Windows- Description a. U -Factor: Dbl, U=0.87 SHGC: SHGC=0.50 b. U -Factor: N/A SHGC: c. U -Factor: N/A SHGC: d. U -Factor: N/A SHGC: Area Weighted Average Overhang Depth Area Weighted Average SHGC: 8. Floor Types a. Slab -On -Grade Edge Insulation b. Raised Floor c. N/A 6744 Magnolia Court, South Miami, FL, 33143- New (From Plans) 9. Wall Types Insulation Area Single-family a. Concrete Block - Int Insul, Exterior R=4.1 3274.30 ft2 b. Frame - Steel, Adjacent R=11.0 243.83 ft 1 c. N/A R= ft2 4 d. N/A R= ft2 10. Ceiling Types Insulation Area No a. Under Attic (Vented) R=19.0 1440.00 ft2 2649 b. N/A R= ft2 c. N/A R= ft2 Area 11. Ducts R ft2 437.68 ft2 a. Sup: Attic, Ret: 1st Floor, AH: 1st Floor 6 260 b. Sup: Attic, Ret: 2nd Floor, AH: 2nd Floor 6 320 ft2 12. Cooling systems kBtu/hr Efficiency ft2 a. Central Unit 29.6 SEER:16.00 b. Central Unit 29.6 SEER:16.00 ft2 13. Heating systems kBtu/hr Efficiency a. Electric Strip Heat 17.0 COP:1.00 3.836 ft. b. Electric Strip Heat 25.5 COP:1.00 0.500 Insulation Area 14. Hot water systems Cap: 1 gallons R=0.0 1209.00 ft2 a. Electric EF: 0.95 R=0.0 231.00 ft2 b. Conservation features R= ft2 None 15. Credits Pstat 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: VIIE ST4 �0 u ° *Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321) 638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's support staff. **Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT. } EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software f1 �• tttk, Residential System Sizing Calculation Summary Palmcorp Development Group Project Title: 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- 9/19/2012 Location for weather data: Miami, FL - Defaults: Latitude(25.82) Altitude(7 ft.) Temp Range(L) 438 Humidit data: Interior RH 50% Outdoor wet bulb 77F Humidity difference 56 r. Window total 438 Winter design temperature(TMY3 99%) 49 F Summer design temperature(TMY3 99%) 92 F Winter setpoint 70 F Summer setpoint 75 F Winter temperature difference 21 F Summer temperature difference 17 F Total heating load calculation 34809 Btuh Total cooling load calculation 57831 Btuh Submitted heating capacity % of calc Btuh Submitted cooling capacity % of calc Btuh Total (Electric Strip Heat) 122.1 42500 Sensible (SHR = 0.82) 101.7 48544 0 cfm 34809 Latent 105.6 10656 cfm 0 Btuh Total 102.4 59200 Wintpr Haatinn I nari (fnr IRAQ cnftl WINTER CALCULATIONS Load W Load component 438 sqft 20439 Btuh Window total 438 sqft 7996 Btuh Wall total 3012 sqft 9297 Btuh Door total 68 sqft 657 Btuh Ceiling total 1440 sqft 806 Btuh Floor total See detail report cfm 5756 Btuh Infiltration 173 cfm 3995 Btuh Duct loss 6301 Btuh Subtotal 0 cfm 34809 Btuh Ventilation 0 cfm 0 Btuh TOTAL HEAT LOSS 34809 Btuh ha.(11%) Doors{2% Flau SUMMER CALCULATIONS Window total 438 sqft 20439 Btuh Wall total 3012 sqft 7526 Btuh Door total 68 sqft 1001 Btuh Ceiling total 1440 sqft 2150 Btuh Floor total 1422 Btuh Infiltration 173 cfm 3234 Btuh Internal gain 5930 Btuh Duct gain 6041 Btuh Sens. Ventilation 0 cfm 0 Btuh Blower Load 0 Btuh Total sensible gain 47744 Btuh Latent gain(ducts) 1301 Btuh Latent gain(infiltration) 6586 Btuh Latent gain(ventilation) 0 Btuh Latent gain(internal/occupants/other) 2200 Btuh Total latent gain 10087 Btuh TOTAL HEAT GAIN 57831 Btuh Latent lntemal(e%) Int.a Oucts(13%) va(23%) Geflings(2%) 27%) windaws(35%) celfings(4%) DPra� sc�%) wa*f439) V 0, rt jY �/ • EnergyGauge@ Y.�t PREPARED BY: �!� Q- DATE:r5l 01 C 'In Y EnergyGauge®/ USRFZB 0.0 '+( � ry.+. •, , .. f�� '* \ 8th Edition Latent lntemal(e%) Int.a Oucts(13%) va(23%) Geflings(2%) 27%) windaws(35%) celfings(4%) DPra� sc�%) wa*f439) V 0, rt jY �/ • EnergyGauge@ Y.�t PREPARED BY: �!� Q- DATE:r5l 01 C 'In Y EnergyGauge®/ USRFZB 0.0 '+( � ry.+. •, , .. f�� '* EnergyGauge® / USRFZB 0.0 Page 1 Type" Overhang Window Area(sqft) HTM Load Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded 1 2 NFRC 0.50, 0.87 No No E 1.0ft. 12.3f 25.7 0.0 25.7 26 64 1633 Btuh 2 2 NFRC 0.50, 0.87 No No S 1.0ft. 12.3f 18.4 0.0 18.4 26 27 500 Btuh 3 2 NFRC 0.50, 0.87 No No S 11.5f 1.4ft. 22.6 22:6 0.0 26 27 580 Btuh 4 2 NFRC 0.50, 0.87 No No W 11.3f 0.6ft. 48.0 48.0 0.0 26 64 1230 Btuh 5 2 NFRC 0.50, 0.87 No No W 1.0ft. 11.5f 64.0 0.0 64.0. 26 64 4067 Btuh 6 2 NFRC 0.50, 0.87 No No N 1.0ft. 11.5f 20.0 .0.0 .20.0 26 26 513 Btuh 7 2 NFRC 0.50, 0.87 No No N 1.0ft. 12.3f 25.7 0.0 25.7 26 26 659 Btuh 8 2 NFRC 0.50, 0.87 No No E 1.0ft. 4.2ft. 25.7 0.0 -25.7 26 64 1633 Btuh 9 2 NFRC 0.50, 0.87 No No E 1.0ft. 1.3ft. 25.7 0.0 25.7 26 64 1633 Btuh 10 2 NFRC 0.50, 0.87 No No E 11.6f 1.3ft. 48.0 48.0 0.0 26 64 1230 Btuh 11 2 NFRC 0.50, 0.87 No No S 1.0ft. 1.3ft. 36.8 36.8 0.0 26 27 943 Btuh 12 2 NFRC 0.50, 0.87 No No W 1.0ft. 1.3ft. 51.4 -0.0 51.4 26 64 3265 Btuh 13 2 NFRC 0.50, 0.87 No No N 1.0ft. 1.3ft. 25.7 0.0 25.7 26 26 659 Btuh Excursion 1895 Btuh Window Total 438 (sqft) 20439 Btuh Walls Type U -Value R -Value Area(sqft) HTM Load Cav/Sheath 1 Frame - Steel - Adj 0.12 11.0/0.0 197.3 2.0 398 Btuh 2 Frame - Steel - Adj 0.12 11.0/0.0 26.6 2.0 54 Btuh 3 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 31.8 2.5 81 Btuh 4 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 117.3 2.5 298 Btuh 5 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 282.3 2.5 716 Btuh 6 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 102.1 2.5 259 Btuh 7 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 78.5 2.5 199 Btuh 8 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 249.5 2.5 633 Btuh 9 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 353.1 2.5 896 Btuh 10 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 317.1 2.5 805 Btuh 11 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 23.5 2.5 60 Btuh 12 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 416.9 2.5 1058 Btuh 13 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 388.6 2.5 986 Btuh 14 Concrete Blk,Hollow - Ext 0.15 4.1/0.0 428.1 2.5 1086 Btuh Wall Total 3012 (sqft) 7526 Btuh Doors Type Area (sqft) HTM Load 1 Insulated - Garage 20.0 14.7 294 Btuh 2 Insulated - Exterior 48.0 14.7 707 Btuh Door Total 68 (sqft) 1001 Btuh Ceilings Type/Color/Surface LI -Value R -Value Area(sqft) HTM Load 1 Vented Attic/DarkShingle 0.027 19.0/19.0 1440.0 1.49 2150 Btuh Ceiling Total 1440 (sqft) 2150 Btuh Floors Type R -Value Size HTM Load 1 Slab On Grade 0.0 1209 (ft -perimeter) 0.0 0 Btuh 2 Raised - Open 0.0 231 (sqft) 6.2 1422 Btuh Floor Total 1440.0 (sqft) 1422 Btuh Envelope Subtotal: 32538 Btuh EnergyGauge® / USRFZB 0.0 Page 1 Manual J Summer Calculations Residential Load - Component Details (continued) Palmcorp Development Group Project Title: Climate:FL_MIAMI_INTL_AP 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- 9/19/2012 Infiltration Type Average ACH Volume(cuft) Wall Ratio CFM= Natural(Adjusted for ventilation) 0.36 29139 1 173.0 Load 3234 Btuh Internal gain Occupants Btuh/occupant Appliance 11 X 230 + 3400 Load 5930 Btuh Sensible Envelope Load: 41702 Btuh Duct load (DGMs vary for Mixed ducts) 6041 Btuh Sensible Load All Zones 47744 Btuh EnergyGauge® / USRFZB 0.0 Page 2 Manual J Summer Calculations Residential Load - Component Details (continued) Palmcorp Development Group Project Title: Climate:FL_MIAMI_INTL_AP 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- 9/19/2012 WHOLE HOUSE TOTALS Sensible Envelope Load All Zones 41702 Btuh Sensible Duct Load 6041 Btuh Total Sensible Zone Loads 47744 Btuh Sensible ventilation 0 Btuh Blower 0 Btuh Whole House Total sensible gain 47744 Btuh Totals for Cooling Latent infiltration gain (for 56 gr. humidity difference) 6586 Btuh Latent ventilation gain 0 Btuh Latent duct gain 1301 Btuh Latent occupant gain (11.0 people @ 200 Btuh per person) 2200 Btuh Latent other gain 0 Btuh Latent total gain 10087 Btuh TOTAL GAIN 57831 Btuh EQUIPMENT 1. Central Unit # 29600 Btuh 2. Central Unit # 29600 Btuh 'Key: Window types (Panes - Number and type of panes of glass) (SHGC - Shading coefficient of glass as SHGC numerical value) (U - Window U -Factor) (InSh - Interior shading device: none(No), Blinds(B), Draperies(D) or Roller Shades(R)) - For Blinds: Assume medium color, half closed For Draperies: Assume medium weave, half closed For Roller shades: Assume translucent, half closed (IS - Insect screen: none(N), Full(F) or Half(%z)) (Ornt - compass orientation) EnergyGauge® / USRFZB v3.0 Page 3 System Sizing Calculations - Winter Residential Load - Whole House Component Details Palmcorp Development Group Project Title: 6744 Magnolia Court Palmcorp Development Group Lot 5. South Miami, FL 33143- Building Type: User 9/19/2012 Reference City: Miami, FL (Defaults) Winter Temperature Difference: 21.0 F (TMY3 99%) Window Panes/Type Frame U Orientation Area s ft X HTM= Load 1 2, NFRC 0.50 Metal 0.87 E 25.7 18.3 469 Btuh 2 2, NFRC 0.50 Metal 0.87 S 18.4 18.3 336 Btuh 3 2, NFRC 0.50 Metal 0.87 S 22.6 18.3 413 Btuh 4 2, NFRC 0.50 Metal 0.87 W 48.0 18.3 877 Btuh 5 2, NFRC 0.50 Metal 0.87 W 64.0 18.3 1169 Btuh 6 2, NFRC 0.50 Metal 0.87 N 20.0 18.3 365 Btuh .7 2, NFRC 0.50 Metal 0.87 N 25.7 18.3 469 Btuh 8 2, NFRC 0.50 Metal 0.87 E 25.7 18.3 469 Btuh 9 2, NFRC 0.50 Metal 0.87 E 25.7 18.3 469 Btuh 10 2, NFRC 0.50 Metal 0.87 E 48.0 18.3 877 Btuh 11 2, NFRC 0.50 Metal 0.87 S 36.8 18.3 672 Btuh 12 2, NFRC 0.50 Metal 0.87 W 51.4 18.3 939 Btuh 13 2, NFRC 0.50 Metal 0.87 N 25.7 18.3 469 Btuh Window Total 437.7 s ft 7996 Btuh Walls Type Ornt. Ueff. R -Value Area X HTM= Load (Cav/Sh) . 1 Frame - Steel - Adj (0.119) 11.0/0.0 197 2.49 491 Btuh 2 Frame - Steel - Adj (0.119) 11.0/0.0 27 2.49 66 Btuh 3 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 32 3.13 100 Btuh 4 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 117 3.13 368 Btuh 5 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 282 3.13 885 Btuh 6 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 102 3.13 320 Btuh 7 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 79 3.13 246 Btuh 8 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 250 3.13 782 Btuh 9 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 353 3.13 1106 Btuh 10 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 317 3.13 994 Btuh 11 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 24 3.13 74 Btuh 12 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 417 3.13 1307 Btuh 13 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 389 3.13 1218 Btuh 14 Conc Blk,Hollow - Ext (0.149) 4.1/0.0 428 3.13 1341 Btuh Wall Total 3012 s ft 9297 Btuh Doors Type Storm Ueff. Area X HTM= Load 1 Insulated - Garage, n (0.460) 20 9.7 193 Btuh 2 Insulated - Exterior, n (0.460) 48 9.7 464 Btuh Door Total 68 s ft 657Btuh Ceilings Type/Color/Surface Ueff. R -Value. Area X HTM= Load 1 Vented Attic/D/Shing (0.027) 19.0/19.0 1440 0.6 806 Btuh Ceiling Total 1440 s ft 806Btuh Floors Type Ueff. R -Value Size X HTM= Load 1 Slab On Grade (1.180) 0.0 157.0 ft(perim.) 24.8 3890 Btuh 2 Raised - Open (0.385) 0.0 231.0 sgft 8.1 1866 Btuh Floor Total 1440 s ft 5756 Btuh EnergyGauge® / USRFZB v3.0 Page 1 Manual J Winter Calculations Residential Load - Component Details (continued) Palmcorp Development Group Project Title: 6744 Magnolia Court Palmcorp Development Group Lot 5 South Miami, FL 33143- Building Type: User 9/19/2012 HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 34809 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 34809 Btuh EQUIPMENT 1. Electric Strip Heat 17000 Btuh 2. Electric Strip Heat 25500 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (ManualJ Heat Transfer Multiplier) EnergyGauge® / USRFZB v3.0 Page 2 Envelope Subtotal: 24513 Btuh Infiltration Type Wholehouse ACH Volume(cuft) Wall Ratio CFM= Natural 0.30 29139 1.00 173.0 3995 Btuh Duct load (DLM of Mixed ducts) 6301 Btuh All Zones Sensible Subtotal All Zones 34809 Btuh HOLE HOUSE TOTALS Subtotal Sensible Heat Loss 34809 Btuh Totals for Heating Ventilation Sensible Heat Loss 0 Btuh Total Heat Loss 34809 Btuh EQUIPMENT 1. Electric Strip Heat 17000 Btuh 2. Electric Strip Heat 25500 Btuh Key: Window types - NFRC (Requires U -Factor and Shading coefficient(SHGC) of glass as numerical values) or - Glass as 'Clear' or Tint' (Uses U -Factor and SHGC defaults) U - (Window U -Factor) HTM - (ManualJ Heat Transfer Multiplier) EnergyGauge® / USRFZB v3.0 Page 2 NOTICE TO CITY OF SOUTH MIAMI BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by `AA46(X0 AU'V64(M 4 to perform special inspector services under the Florida Building Cde 010 at the project on the below listed structure as of L tU t _ (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: 16-1 JV , ' V64 Special Inspector for Piling, FBC 1822.1.20 (84404.6.1.20) ii8pecial Inspector for Trusses > 35 ft. long or 6 ft. high, FBC 2319.17.2.4.2 (84409.6.17.2.4.2) t/�pecial Inspector for Reinforced Masonry, FBC 2122.4 (R4407.5.4) S ecial Inspector for Steel Framing, FBC 22.18.2 (84408.5.2) ecial Inspector for Soil Compaction, FBC 18203.1 (84404.4.3.1) — Special Inspector for Precast Attachments, FBC 1927.12.2 (84405.9.12) _ Special Inspector for Roofing Applications, Lt.Weight. Insul.Conc. FBC 1917.2 (84405.12.2)' _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I . Y.1k'�A 1 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the City of South Miami Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the City of South Miami Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the City of South Miami Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Fter, upon completion of work under each Building Permit, I will submit to the Buildi'elt's c 1P.%time of the final inspection the completed inspection log form and a sealed •ea;t:' eetg to the best of my knowledge, belief and professional judgment those. ns of e i�yned above meet the intent of the Florida Building Code and are in • ial ac ce �j t�anproval plans. a In M SPECIAL F®l Z _ Engineer/Architect m - Name 1 AULI Print Address .................. . _............. ....... ._—.._ . — -......—......... _.._... .... .... .... ............... .....— .......... _ The City of South Miami Building Department. _� '✓' 6130 Sunset Drive, Second Floor South Miami, FL 33143 305-663-6355 Fax 305-6664591 . NOTICE TO CITY OF SOUTH MIAMI BUILDING DEPARTMENT OF EMPLOYMENT AS SPECIAL INSPECTOR UNDER THE FLORIDA BUILDING CODE. I (We) have been retained by `AA46(X0 AU'V64(M 4 to perform special inspector services under the Florida Building Cde 010 at the project on the below listed structure as of L tU t _ (date). I am a registered architect/professional engineer licensed in the State of Florida. Process Number: 16-1 JV , ' V64 Special Inspector for Piling, FBC 1822.1.20 (84404.6.1.20) ii8pecial Inspector for Trusses > 35 ft. long or 6 ft. high, FBC 2319.17.2.4.2 (84409.6.17.2.4.2) t/�pecial Inspector for Reinforced Masonry, FBC 2122.4 (R4407.5.4) S ecial Inspector for Steel Framing, FBC 22.18.2 (84408.5.2) ecial Inspector for Soil Compaction, FBC 18203.1 (84404.4.3.1) — Special Inspector for Precast Attachments, FBC 1927.12.2 (84405.9.12) _ Special Inspector for Roofing Applications, Lt.Weight. Insul.Conc. FBC 1917.2 (84405.12.2)' _ Other Note: Only the marked boxes apply. The following individual(s) employed by this firm or me is authorized representative to perform inspection* I . Y.1k'�A 1 2. 3. 4. *Special inspectors utilizing authorized representatives shall insure the authorized representative is qualified by education or licensure to perform the duties assign by Special Inspector. The qualifications shall include licensure as a professional engineer or architect: graduation from an engineering education program in civil or structural engineering; graduation from an architectural education program; successful completion of the NCEES Fundamentals Examination; or registration as building inspector or general contractor. I (we) will notify the City of South Miami Building Department of any changes regarding authorized personnel performing inspection services. I (we), understand that a Special Inspector inspection log for each building must be displayed in a convenient location on the site for reference by the City of South Miami Building Department Inspector. All mandatory inspections, as required by the Florida Building Code, must be performed by the City of South Miami Building Department .Inspections performed by the Special Inspector hired by the owner are in addition to the mandatory inspections performed by the department. Fter, upon completion of work under each Building Permit, I will submit to the Buildi'elt's c 1P.%time of the final inspection the completed inspection log form and a sealed •ea;t:' eetg to the best of my knowledge, belief and professional judgment those. ns of e i�yned above meet the intent of the Florida Building Code and are in • ial ac ce �j t�anproval plans. a In M SPECIAL F®l Z _ Engineer/Architect m - Name 1 AULI Print Address .................. . _............. ....... ._—.._ . — -......—......... _.._... .... .... .... ............... .....— .......... _ PMM Consulting Engineers, Corp. CA9135 P.O. Box 557823, Miami .Florida 33255 Tel: 305-661-9918 Fax: 305-675.2350 rt Structural Calculations For . PalmCorp Development (Milano) 6744 Magnolia Ct. 11019 09-19-12 These . Calculations contain manual structural calculations. Computations were performed to the best of our knowledge according to sound and generally accepted engineering principals and Code.. requirements. The sign and seal provided herein is meant to cover all computation sheets pages 1 throughtA gRTI .` v • E N S J Q'. 426 . *: :W= Of : W — 10 EC FlProf. e�"42650 9 0 PMM Consulting Engineers, Corp. CA 9135 P.O. Box `557823, Miami Florida 33255 Tel: 305-661-9918 Fax: 305-675-2350 Project: 6744 Magnolia Ct Project No.: Design Parameters Florida Building Code, 2010 Edition, HVHZ • Wind (House Addition, Garage) o ASCE 7-10 o Wind Velocity 175 MPH o Risk Category II o Exposure C o Importance 1.0 o Kd 1.0 o Kz 0.85 o GCpi 0.18 (Enclosed Structures) o GCpi 0.55 (Partially Enclosed Structures) • Concrete Strength at 28 days - 3000 PSI • Reinforcing - 60,000 PSI • Structural Steel Angle and Plates ASTM A36 — 36,000 PSI • Structural Square/Rectangular Sections ASTM A500, Grade B — 46,000 PSI • Headed Studs ASTM A108 • Bolts ASTM A325. • Wood — Fb 1,200 PSI • Masonry — Fm 1,500 PSI (F'c=1900PS1) • Design Loads o Roof Loads ■ Live Load 30 PSF ■ Dead Load 20 PSF ■ System Load 5 PSF o Floor Loads ■ Live Load 40 PSF ■ Dead Load 20 PSF ■ System Load — See Plans o Stairs ■ Live Load 100 PSF • Soil Bearing Capacity — 2000 PSF l� J Location: CITY OF MIAMI By: PAM Start Date: 09/06/2012 Comments: .ASTRUCTIWINDS.wis MILANO Local Information Wind Dir. Exposure 1 C 2 C 3 C 4 C Basic Wind Speed: 175 mph Topography: None optional Factors This project uses load combinations from sources other than in ASCE 7 Section 2. r WLS4 -- [1.4] Copyright @2020 SDG, Inc. Page 1 of 9 -halm' Dev - Model C Section - Main, Section Enclosure. Classification: Enclosed Building Category: II Wall Length(ft) Overhang(ft) 1. 4-0.0 0.0 2 38.0 0.0 3 40.0 0.0 4 38.0 0.0 Eave Height: 21.5 ft Parapet Height: 0 ft Parapet Enclosure: Solid Roof Shape: Hipped Roof Slope(:12) A&B 4.0 C&D 4.0 I W1 January 26, 201 C A B D W4 A C B CB. D. W1 W4 W3 W4 W3 W2 Wind Loads on Structures 2005 -- [1.10] Copyright© 2000 SDG, Inc. Page 2 of 8 - Palm Dev - Model C Composite Drawing D January 26. 2011 ASCE7-05 A Wind Loads on Structures 2005 -- [1.10] Copyright© 2000 SDG, Inc. Page 3 of 8 z c 1 A B 3 D 4 A Wind Loads on Structures 2005 -- [1.10] Copyright© 2000 SDG, Inc. Page 3 of 8 MILANO September 6, 2012 ASCE?-10 Components and Cladding Input Component Description Wall/Roof Surface Label Zone Span(ft) Width(ft) .1 Area(sgft) ROOFING Roof A (All) 1.0 10.0 10 MASONRY 1st FLOOR Wall 1 4 10.5 4.0 '42 MASONRY 2nd FLOOR Wall 1 4 9.0 4.0 36 TRUSS A Roof A (Ail) 7.0 2.0 16.33333 TRUSS B Roof A (All) 35.3 2.0 416.0696 TRUSS C Roof A (All) 32.1 2.0 343.0421 TRUSS D Roof A (All) 33.7 2.0 377.8896 TRUSS E Roof A (All) 19.8 2.0 131.0763 TRUSS F Roof A (All) 5.0 2.0 10 TRUSS G Roof A (AII) 7.8 2.0 20.28 TRUSS H Roof A (All) 3.0 2.0 6 TRUSS GIRDER 1 Roof . A (All) 35.3 4.5 416.0696 TRUSS GIRDER 2 Roof. A (All) 33.7 4.5 371:9' TRUSS GIRDER 3 Roof A (All) 12.3 3.5 50.7 TRUSS GIRDER 4 Roof A (All) 19.8 3.5 131.1 TRUSS GIRDER 5 Roof A (All) 7.8 2.5 20.28 r WLS4 -- [1.4] Copyright © 2020 SDG, Inc. Page 4 of 9 MILANO September 6, 2012 ASCE7-10 Components and Cladding Output Component Description Surface Zone I z(ft) q(psf) I GCp I GCpi I ExtPres(psf) Net wl +GCpi (psf) I.Net w% -GCpi (psf) ROOFING A 1 24.7 73.9 0.50 0.18 37.0 23.6 50.3 24.7 73.9 -0.90 -66.5 -79.8 -53.2 2 24.7 73.9 0.50 37.0 23.6 50.3 24.7 73.9 -1.70 -125.6 -138.9 -112.3. 3 24.7 73.9 0.50 37.0 23.6 50.3 24.7 73.9 -1.70 -125.6 -138.9 -112.3 MASONRY 1 st FLOOR 1 4 24.7 73.9 0.89 0.18 65.8 52.5 79.1 24.7 73.9 -0.99 -73.2 -86.5 -59.9 MASONRY 2nd FLOOR 1 4 24.7 73.9 0.90 0.18 66.5 53.2 79.8 24.7 73.9 -1.00 -73.9 -87.2 -60.6 TRUSS A A 1 24.7 73.9 0.46 0.18 34.0 20.7 47.3 24.7 73.9 -0.88 -65.0 -78.3 -51.7 2 24.7 73.9 0.46 34.0 20.7 47.3 24.7 73.9 -1.59 -117.5 -130.8 -104.2 3 24.7 73.9 0.46 34.0 20.7 47.3 24.7 73.9 -1.59 -117.5 -130.8 -104.2 TRUSS B A 1 24.7. 73.9 0.30 0.18 22.2 8.9 35.5 24.7 73.9 -0.80 -59.1 -72.4 -45.8 2 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20 -88.7 -102.0 -75.4 3 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20 -88.7 -102.0 -75.4 TRUSS C A 1 24.7 73.9 0.30 0.18 22.2 8.9 35.5 24.7 73.9 -0.80 -59.1 -72.4 -45.8 2 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20 -88.7 402.0 -75.4 3 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20 -88.7 -102.0 -75.4 TRUSS D A 1 24.7 73.9 0.30 0.18 22.2 8.9 35.5 24.7 73.9 -0.80 -59.1 -72.4 -45.8 WLS4 -- [1.4] Copyright© 2020 SDG, Inc. Page 5 of 9 MILANO September 8,2012 Com ponents and Cladding Output ASCE7-10 24.7. 73.9 -0.80 -59.1 -72.4 -45.8 Component Description Surface Zone z(ft) q(psf) GCp GCpi ExtPres(psf) Net w/ +GCpi (psf) Net w/ -GCpi (psf) TRUSS D A 2 24.7 73.9 0.30 0.18 22.2 8.9 35.5 24.7 73.9 -1.20 -88.7 -102.0 -75.4 3 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20 -88.7 -102.0 -75.4 TRUSS E A 1 24.7 73.9 0.30 0.18 22.2 8.9 35.5 24.7 73.9 -0.80 -59.1 -72.4 -45.8 2. 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20 -88.7 -102.0 -75.4 3 24.7 73.9 0.30 22.2 8.9 35.5 24.7- 73.9 -1.20 -88.7 -102.0 -75.4 TRUSS F A 1. 24.7 73.9 0.50. ,0.18 37.0 23.6 50.3 24.7 73.9 -0.90 -66:5 -79.8 -53.2 2 24.7 73.9 0.50 37.0 23.6 50.3 24.7 73.9 -1.70 -125.6 -138.9 -112.3 3 24.7 73.9 0.50 37.0 23.6 50.3 73.9 -1.70 -125.6 -138.9 -112.3 TRUSS G A 1 24.7 73.9 0.44 0.18 32.5 19.2 45.8 24.7 73.9 -0.87 -64.3 -77.6 -51.0 2 24.7 73.9 0.44 32.5 19.2 45.8 24.7 73.9 -1.55 -114.5 -127.8 -101.2 3 24.7 73.9 0.44 32.5 19.2 45.8 24.7 73.9 -1.55 -114.5 -127.8 -101.2 TRUSS H A 1 24.7 73.9 0.50 0.18 37.0 23.6 50.3 24.7 73.9 -0.90 -66.5 -79.8 -53.2 2 24.7 73.9 0.50 37.0 23.6 50.3 24.7 73.9 -1.70 -125.6 -138.9 -112.3 ' 3 24.7 73.9 0.50 37.0 23.6 50.3 24.7 73.9 -1.70 425.6 -138.9 -112.3 TRUSS GIRDER 1 A 1 24.7 73.9 0.30 0.18 22.2 8,9 35.5 24.7 73.9 -0.80 -59..1 -72.4 i WLS4 - [1.4] Copyright © 2020 SDG, Inc. Page 6 of 9 I MILANO September 6, 2012 ASCE7-10 Components and Cladding_ Output.. Component Description Si TRUSS GIRDER 1 A N TRUSS GIRDER 2 A Nw� TRUSS GIRDER 3 A TRUSS GIRDER 4 A TRUSS GIRDER 5 A WLS4 -- [1.4] Copyright © 2020 SDG, Inc. r Mµ Page 7 of 9 GCp GCpi' ExtPres(psf) Net w/ +GCpi. (psf) I Net w/ -GCpi (psf) Zone z(ft) q(psf) 0.30 0.18 22.2 8.9 35.5 2 24.7 73.9 24.7 73.9 -1.20 -88.7 -102.0 -75.4 3 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20. -88.7 -102.0 -75.4 1 24.7 73.9 0.30 0.18 22.2 8.9 35.5 24.7 73.9 -0.80 -59.1 -72.4 -45.8 2 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20, -88.7 -102.0 -75.4 3 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20 -88.7 -102.0 -75.4 1 24.7 73.9 0.36 0.18 26.6 ___13.3 _ 39.9 24.7 73.9 -0.83 -61.3 -74.6 -48.0. 2 24.7 73.9 0.36 26.6 13.3 39.9 24.7 73.9 -1.35 -99.8. -113.1 -86.5 3 24.7 73.9 0.36 26.6 13.3 39.9 24.7 73.9 -1.35 -99.8 -113.1 -86.5 1 24.7 73.9 0.30 0.18 22.2 8.9 35.5 24.7 73.9 -0.80 -59.1 -72.4 -45.8 2 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 71.20 -88.7 -102.0 -75.4 3 24.7 73.9 0.30 22.2 8.9 35.5 24.7 73.9 -1.20. -88.7 -102.0 -75.4 1 24.7 73.9 0.44 0.18 32.5 19.2 45.8 24.7 73.9 -0.87 -64.3 -77.6 -51.0 2 24.7 73.9 0.44 32.5 19.2 45.8 24.7 73.9 7.1.55 -114.5 -127.8 -101.2 3 24.7 73.9 0.44 32.5 19.2 45.8 24.7 73.9 -1.55 -114.5 -127.8 -101.2 WLS4 -- [1.4] Copyright © 2020 SDG, Inc. r Mµ Page 7 of 9 I MILANO September 6, 2012. ASCE7-10 MWFRS Net Pressures, This data was calculated using the building of all heights method. Wind Direction 1 # Surface z (ft) I q (psf) IG I Cp I GCpi I Ext Pres (psf)l Net w/ +GCpi (psf)l Net w/ -GCpi (psf) 1 Windward Wall 15.0 66.6 0.89 .0.80, 0.18. 47.4 34.1 60.7 20.0 70.7 0.80 50.3 37.0 63.6 21.5 71.8 0.80 51.1 37.8 64.4 2 Side Wall 24.7 73.9 0.89 -0.70 0.18 -46.0 -59.3 -32.7 3 Leeward Wall 24.7 73.9 0.89 -0.50 0.18 -32.9 -46.2 -19.6 4 Side Wall 24.7 73.9 0.89 -0.70 0.18 -46.0 =59.3 -32.7 A . Windward_ Roof 24.7 73.9 0.89 -0.09 0:18 -5.9 =- -1 U. - - -7.4 24.7 73.9 -0.58 -38.1 -51.4 -24.8 B Leeward Roof 24.7 73.9 0.89 -0.58 0.18 -38.1 -51.4 -24.8 C&D Roof 0 to 12.3 * 73.9 0.89 -0.97 0.18 -63.8 -77..1 -50.5 12.3 to 24.7 * 73.9 -0.84 -55.2 -68.5 -41.9 24.7 to 38.0 * 73.9 -0.56 -36.8 -50.1 -23.5 0 to 38.0 * 73.9 -0.18 -11.8 -25.1 1.5 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from Windward edge. WLS4 -- [1.4] Copyright © 2020 SDG, Inc. Page 8 of 9 MILANO September 6, 2012 ASCE7-10 MWFRS Net Pressures,: This data was calculated using the building of all heights method. Wind Direction 2 # Surface Iz (ft) I q (psf) G I Cp I GCpi I Ext Pres (psf)l Net w/ +GCpi (p-sqf Net w/ -GCpi (psf) 1 Side Wall 24.7 73.9 0.89 -0.70 0.18- -46.0 =59.3 -32.7 2 Windward Wall 15.0 66.6 0.80 47.4 34.1 60.7 20.0 70.7 0.80 50.3 37.0 63.6 21.5 71.8 0.80 51.1 37.8 64.4 3 Side Wall 24.7 73.9 0.89 _-0.70 0.18 -46.0 -59.3 -32.7 4 Leeward Wall 24.7 73.9 0.89 -0.49 0.18 -32.2 -45.5 -18.9 C Windward Roof 24.7. - 73.9 0.89 -0.09 0.18 '-5.9 -19:2 7.4- 24.7 73.9 -0.56 -36.8 -50.1 -23.5 D Leeward Roof 24.7 73.9 0.89 -0.58 0.18 -38.1 -51.4 -24.8 A&B Roof 0 to 12.3 * 73.9 0.89 -0.95 0.18 -62.5 -75.8 -49.2 12.3 to 24.7 * 73.9 -0.85 -55.9 -69.2 -42.6 24.7 to 40.0 * 73.9 -0.55 -36.2 -49.5 -22.9 . 0 to 40.0 * 719 -0.18 -11.8 -25.1 1.5 This is load case 1 in ASCE 7-10 Figure 27.4-8. See Figure 27.4-8 for other cases. * Distance from windward edge. WLS4 -- [1.4] Copyright © 2020 SDG, Inc. Page 9 of 9 r. w T 3", - inti (' �. Pro j ect Page C-.Q,--N,S - ULTING Calculated by `�r1�'' ' Date rmm ENGINEERS Checked by Date oe . Project �Pae g CONSULTING Calculated by Date 09PM-M ENGIN ERS Checked by Date„ d9 0 71 "TTI,VS��S t. tf� t t Clio) TCWSS. = , , i a � i �-7 I 4-2Z .lont.l� i 5 .o 7.3 3r.. . io2 T 2 - : \ Q PMM CONSULTINGE-NGINEERS Project 0Jt`t pate�J Calculated by Checked by Date Oct 1261 f9- Date 2Date 0°C�0?l2 1� = �.5 (35,33 (4�•32��2= 3"�2-`�� t��4�cE�5`c sT2pE� '� AFt�B��')� 4.5 /a .4.67 ass c L ►2. c.«t 6�i3: acs - 33._ 4• 1 _: IMLY i2 1 .... .. .... . i. .......... ........__, ... .. ... .. + .Ox3 t3.5 )(5- 12-= 5fo32 5 (5,33)(rp-e)f _12v n55.,3�.�3�812,33 C4Ab'i)�C�2.5 3 I 1 T ... QS �[7UJSS _ L...._......._ . '......_ _. ' .... ... ..... .: �.. ..... ..r ............. _ tT�t�tt`=77 (� x.27._ o2.7t= Tctivss . _._.. - :...-5•D _ 2� � � C 2 Project �' + Page 9-2 C O �`! � S L Calculated by l t f Date ENGINEERS Date Checked by Date WA , vrr ®s _ y i 1 G W 4. mw L 1 Ge V �.. COS `T€: Page. Project NGmCalculated by � wti Date., . � • � ENGINEERS Checked by Date i i �i �i l � _ I + 1 n 07, 1p y l e i _i _ t - - -. j I —� -- {• It l a �. • Title : Job # PMM Consulting Engineers Dater 7:18P(Vi, 20 MAP,1 i Dsgnr: 7168 SW 47 St, B-4 Description Miami, Florida 33155 Scope Re�:56DooD Ver 5.6.0,1 -Deo -20D3 Concrete Rectangular & Tee Beam Design Page 1 User.KW-0605356, (0)1963 2003 ENERCALC Engineering Software _ ,-...,...,,..,�,..__.t:.:.- ........ ..... a .,., __ __ ..,.,....._-..... __....- .,_....__._.. - Description Model C1 - Beam B1 Code Ref: ACI 318.02,1997 UBC, 2003 IBC, 2003 NFPA 5000 General Information r5_JJ. i bf drua. LL+. 1. AS v. V w+. t�:J �:.::1'YW':....:'L:AYi:'aV; S. ,•-.'f.2Lk:iat:Jliuk'sll.-. tssv,N't_�:I2J.5 Span 19.00 ft ~. , -�Pc 3,000 psi Depth 36.000 in Fy' 60,000 psi . - Width 8.000 in Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned -Pinned Live Load acts with Short Term Beam Weight Added Internally Reinforcing .. a . _ �. Rebar @ Center of Beam... Rebar @ Left End of Beam... Rebar (g Right End, of Beam... 'd' Count Size 'd' from Top Count Size 'd' from Top Count Size from Top #1 2 7 2.00in #1 2 7 2.00 in #1 2 6 2.00 in #2 2 6 33.00 in #2 2 7 33.00 in #2 2 7. 33.00 in Load Factoring ' of. 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 to ACI 318-02 C.2 Uniform Loads r Dead Load Live Load Short Term Start End #1 1.060. k 0.550 k k 0.000 ft 19.000 ft _ Concentrated Loads Dead Load Live Load Short Tenn Location #1 3.618 k 4.249 k k 16.500 ft Summary .' Beam Design OK Span=19.00ft, Width= 8.00in Depth = 36.00in Maximum Moment : Mu 143.30 k -ft Maximum Deflection -0.1449 in Allowable Moment: Mn"phi 170.34 k -ft Maximum Shear: Vu 22.17 k Max Reaction Left 19.09 k Allowable Shear: Vn" phi 69.46 k Max Reaction @ Right 24.88 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 3.167 6.333 9.500 12.667 15.833 19.000 ft Max. Spacing 16.500 16.500 Not Req'd Not Req'd Not Req'd 16.500 16.500 in 7.186 16.203 22.174 k Max Vu 20.725 19.652 10.634 7.166 Bending & Shear Force Summary Bending... Mn"Phi Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 143.30 k -ft 107.47 k -ft 58.97 k -ft @ Center 170.34 k -ft @ Left End 170.34 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @-Right End 125.80 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear... Vn"Phl Vu, Eq. C-• Vu, Eq. C-; Vu, Eq. C4 @ Left End 69.46 k 20.73 k 15.54 k 8.65 k 12.29 k 22.17 k 10.95 k @ Right End 69.46 k Deflection _ Deflections... Upward Downward ' DL + [Bm Wt] 0.0000 in at 0.0000 ft -0.0547 in at 9.5760ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft -0.1449 in at 9.6520ft 0.0000 ft -0.1449 in at 9.6520ft DL + LL + ST + [Bm Wt] 0.0000 in at Reactions... (cD Left Cagy Richt DL + [Bm Wt]] 13.301 k 15.967 k DL + LL + [Bm Wt] 19.085 k 24.882 k DL + LL + ST + [Bm Wt] 19.085 k 24.882 k PMM Consulting Engineers Title : 7168 SW 47 St, B-4 Dsgnr: Description: Miami, Florida 33155 Scope: Rev: 580000 . User. KW -0605358, Ver 5.8.0, 1 -Dec -2003 Concrete Rectangular& Tee Beam Design (c)1983-2003 ENERCALC Engineering Software -'u-a'.Y�c.u�..:.n..............LLr.i.r.�,..._.... �.�_-.. .....tltr..N.. .c_r4....r V. Description Model C1 =-Beam 131 ,Eff. Flange Width 8.00 in Section Analysis t�' Evaluate Moment Capacity... Center Left End X : Neutral Axis 2.725 in 2.725 in a = beta " Xneutral 2.316 in 2.316 in Compression in Concrete 47.251 k 47.251 k. Sum [Steel comp. forces] 24.716 k 24.716 k Tension in Reinforcing -72.000 k -72.000 k Find Max As for Ductile Failure.... X -Balanced 19.531 in 19.531 in Xmax = Xbal"'0.75. 14.648 in 14.648 in a -max = beta'Xbal 16.601 in 16.601 in Compression in Concrete 253.996 k 253.996 k Sum [Steel Comp Forces] 68.940 k 68.940 k Total Compressive Force 322.936 k 322.936 k AS Max = Tot Force / Fy 5.382 int 5.382 in2 Actual Tension As 1.200 OK 0.000 OK . Additional Deflection Calcs •'c - sew.. ,,;,.... •rscerfam¢ ]srsru . -Neutral Axis .. 7.475 in _ Mcr Igross 31,104.00 in4 Ms:Max DL + LL !cracked 8,710.23 in4 R1 = (Ms:DL+LL)/Mcr ..Elastic Modulus. 3,122.0 ksi Ms:Max DL+LL+ST Fr = 7.5' fe.5 410.792 psi R2 = (Ms:DL+LL+ST)/Mcr .Z:Cracking 156.213 kfin I:eff... Ms(DL+LL) Z:cracking > 145: Interior Only I keff... Ms(DL+LL+ST) ,Eff. Flange Width 8.00 in / Job# ( �-D Date: 7:18 PM, 20 MAR 11 Page 2 .J..cc>.- a -.._.y-: .u:.or•.::.rcru-rul:, Right End 2.415 in 2.053 in. 41.876 k 10;912 k -52.806 k.- 19.5306 ..19.5306 in 14.648 in 16.601 in 253.996 k 50.556 k 304.552 k 5.076 int 0.000 OK .59.15 k -ft . 95.83 k -ft 0.617 95.85 k -ft 0.617 13,977.815 ,in4 13,974.789 in4 0.900. Add"[ "0.9" Factor for Seismic 0:900 1.300 ACI Factors (per ACI 318 02, applied internally to entered loads) ACI,C-1 & C-2 DL 1.400 ACI C-2 Group Factor ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor ....seismic = ST' : 1.100 / Job# ( �-D Date: 7:18 PM, 20 MAR 11 Page 2 .J..cc>.- a -.._.y-: .u:.or•.::.rcru-rul:, Right End 2.415 in 2.053 in. 41.876 k 10;912 k -52.806 k.- 19.5306 ..19.5306 in 14.648 in 16.601 in 253.996 k 50.556 k 304.552 k 5.076 int 0.000 OK .59.15 k -ft . 95.83 k -ft 0.617 95.85 k -ft 0.617 13,977.815 ,in4 13,974.789 in4 0.900. Add"[ "0.9" Factor for Seismic 0:900 1.300 i PMM Consulting Engineers Title: Job # UlY 7168 SW 47 St, B-4 Dsgnr: Date: 7:18PM, 20 MAR 11 Description Miami, Florida 33155 Scope Rev: 580000age 3 User. KW -0605358, Ver 5.8.0, 1 -Dec -2003 Concrete Rectangular & Tee Beam Design (c)1883-2003_ENERCALC Engineering Software .. a.;�•.....: ..._. _..,: �..,:ra.:a._: score:•.::.c-ra•::a.,;.::....._x..„��K..............<.t,. ...-_..._..�...... ._ .. _. - . Description Model C1 - Beam B1 Sketch &Diagram i! ",tCnvfe•wiretx:�c..t:�K�wc:::'E�:x✓:I:;Ca95.ear•;:�:.:.r,.vi-.�:::.:.:v:�1nr::i:tr=.`!IL`iilaS:vlrt •••.•+w:�,�d.:✓..:.. L.:'-. .,.:.i .. ..•.•-:.=:I:F}II:::4.r'Lz'.>G• •:ixJ/:G"G'C• .. g 8 1.80 390 5.70 7.60 9.50 11.40 13"30 1520 17.10 19.00 51.90 3.80 5.70 7.80 9.50 11.40 13.30 1520 17.10 18.00 .. 1.0 Wft ,ir+i+ + rr uinili+ i ilii iiri 1.61k/ft ' n. n - 0.00 - I •12.43 •932 .. . ll! ++m h -1895 -1399 Mu:Max • 14330k.ft -2498 •1895 Dmax • 0.1449in -3198 -23.31 . . Rmmc • 19.085k Rmax 21 (k) LOcellon Along Member (ft) Shear Load (k) gp�,�� Location Along Member (6) Vu -Max • 20.725k Vu Max • 01.90 390 5 70 7 8Q' 150 M] Q 1330 1520 17.10 19.00107.471.80 3.80 5.70_ tRXpr-IID 4k111.4O 19 30 1520 17.10 1990 12897 ,p,.rr,�Aeea� 96.73 }.,xLj;��',�,„,k`�t•k 114.84 3�r,;:P#r��£� 85.86nr4§L .5' ��F)t M ay 10031 75.23 .'t�7,a as.ee 64 48 71.65 �,Yrvs, 53 74 fill 57.32(ir'Y' 4299 ��»fit '� n " � 42.98 q a+ s s ('21: 3224 /�Fs �rl't`s f`7 },Y" n„VYy11. iFV 1f- Wi,w i fr z' c..• �' `' • ^�z. 21.41Qi z6.88'"xTM��S �i.+`+-�sr �•(�f-#'A`r��it Yr1i1 3"wf: r .r 1 .• �fs+:a1`--y 14x9, h: +°`,x,�.••#" F�"arn±;9 � i,A$ rfGi',�y'•.Y : i.4. 10, 5 ... �xtf'- '.,� j�`�'�s3sy k�Y,".•n"`1:.�xf�h-�.'' ..,: r :. •n" h � ",.. 5(x1+,1' � I'. d.�+Y<_ .l: �.F''I iE... : _. BaAj Moma3n (k4t) Location Along Member (fq BeA Mamenl Q; -ft). Location Along Member (11) Beam Sketch Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination 1.90 3.60 5.70 750 8.50 11.40 1330 1520 17.10 19.00al 1.90 390 5.70 7.60 9.50 iIAD 1330 1520 17.10 19.00 1.80 390 5.70 7.60 9.50 11.40 1330 1520.17.16 19.00 b, 925 ' 8.25 -12.37 A -16A9 _ -18.49 _ -2D51 •20.61 Sheer Load tk LccreOon Aplong MembeC (ft) Shear Load g�) Location Along Member ft) •6.71 95.85 198) 390 5.70 Z8�0�:?�@:60. _4AU 1330 15.20 17.10 19.OD35.B5 1.90 3.80 5.70 7;8 �"aSO.S • 1AD-13.30 15 20) 17.10 19.00 �° 1y 86.27 # �f 8.57 76.86 `` un;k' (�. "'° ,j� 78.88 -11.42 57.10 } 57.51 i >� 93 '**'" k ��i' 67.10 Shear Load (k) Location Along Member (ft) 47.83 "" 5897 1.90 3.80 5.70 7.@03s,9j5n'�?;y},1,40 1330 1520. 17.10 10-00311.34 ; •..�,iiy " I''.�.-;,4I,'„ ^''1{ 38 � 53.07 y 47.18 4138 We 29A9;�., 2399 sFs?'!fi•:'r.�"..:. --0.09 �(ql -0.10 W ,. _O.°o - -0.12 x -0.12 -0.13 omem (o -ft) Location Along Member (ft) Local y- Deflection (In) Location Along Member (ft) Dead + Live Loads Local y Da0ec0on (in) Location Along Member (6) Stresses for Dead+Live+Short Term Loads Stresses for ACI C-3 Combination Stresses for Service CONSULTING M.M ENGINEERS Project �Page Calculated by Checked by Date • Title : Job # PMM Consulting Engineers Dsgnr: Date: 11:55AM, 1 DEC 11 Description Scope Page 1 ,, Rev 560000 Concrete Rectangular &Tee Beam Design Ver 5.8.0, -D -20 User. KW -0605358, (e)1983-2003 ENERCALC Engineering Software Description Milano (revised) B-2 Code Ref: ACI 318-02,1997 UBC, 20031BC�2003 FPA 5000 General Information Span 9.00 ft fc 3,000 psi . 60,000 psi Depth 12.000 in Width 8.000 in Fy Concrete Wt. 145.0pcf Seismic Zone 0 End Fixity Pinned -Pinned Live Load acts with Short Term Beam Weight Added Internally Reinforcing Rebar @ Left End of Beam... Rebar @ Right End of Beam... Rebar @Center of Beam... 'd' Count Size 'd' from Top Count Size 'd' from Top Count Size from Top 2 6 2.00 in #1 2 6 2.00 in #1 2 6 2.00 in #1 #2 2 6 10.00 in #2 2 6 10.00 in #2 2 6 10.00 in Load Factoring ;NNFPA factoring 2003 IBC and 5000 by virtue of their references to ACI 318-02 for concrete design. Note: Load supports .. Factoring of entered loads to ultimate loads within this program is according to ACi 318-02 C.2 Uniform Loads - Dead Load Live Load Start End . Short Term 0.000 ft 9.000 ft #1 0.140 k 0.165 k k Beam Design OK Summary Span.= 9.00ft, Width= 8.00ln Depth=12.00in Maximum Moment: Mu 6.19 k -it Maximum Deflection -0.0165 in Allowable Moment: Mn'phi 34.73 k -ft 1,81 k Maximum Shear: Vu 2.25 k Max Reaction @Left Max Reaction @ Right 1.81 k Allowable Shear: Vn"phi 21.05 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 3.000 4.500 6.000 7.500 9.000 ft Region 0.000 1.500 Max. Spacing Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd Not Req'd in 0.903 1.828 2.225 k Max Vu 2.247 1.850 0.925 0.903 Bending & Shear Force Summary Bending... Mn*Phi Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 4.65 k -ft 2.16 k -ft @ Center 34.73 k -ft 6.19 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @.Left End 34.73 k -ft 34.73 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @ Right End Vu, Eq. C-' Vu, Eq. C-: Vu, Eq. C-: Shear... Vn*Phi @ Left End 21.05 k 2.25 k 1.68 k 0.78 k 1.67 k 0.77 k @ Right End 21.05 k 2 22 k Deflection Downward - Uoward Deflections... -0.0097 in at 4,5000ft 0.0000 in at 0.0000 ft CL + [Bm Wt] DL + LL + [Bm Wt] 0.0000 in -0.0165 iat 4.5000ft n at 0.0000•ft -0.0165 in at. 4.5000ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft Reactions... °Left (a Eight 1.065 k DL + [Bm Wt]] 1.065 k 1.807 k 1.807 k DL + LL + [Bm Wt] DL + LL + ST + [Bm Wt] 1.807 k 1.807 k 2"C PMfVI Consulting Engineers Title : Job #D Date: 11:55AM, 1 DEC 11 sgnr. Description Scope R�KW-0605358. U0.1•Dec-2003 Concrete Rectangular &Tee Beam Design.(cngineering Software Description Milano (revised) B-2 �. Section Analysis Right End 2.415 in Evaluate Moment Capacity... Center X: Neutral Axis 2.415 in a = beta " Xneutral 2.053 in Compression in Concrete 41.876 k Sum [Steel comp. forces] 10.912 k Tension In Reinforcing -52.800 k Find Max As for Ductile Failure... 5.031 in X -Balanced 5.918 in Xmax = Xbal 0.75. 4.439 in .'. a -max = beta ' Xbal 5.031 in Compression in Concrete 76.968 k Sum [Steel Comp Forces] 39.820 k Total Compressive Force 116.788 k AS Max = Tot Force / Fy 1.946 in2 Actual Tension As 0.860 OK Additional Deflection Calcs Page 2 Left End Right End 2.415 in 2.415 in 2.053 in 2.053 in 41.876 k 41.876 k 10.912 k 10.912.k -52.800 k .52.800 k 5.918 in 5.9184 in 4.439 in. 4.439 in . 5.031 in 5:031,in ., 76.968 k 76.968 k 39.820 k 39.820 k 116.788 k 116.788 k 1.946 int 1.946 ih2 0.000 OK 0.000 OK Neutral Axis -- -Mcr 3315 in 1,152.00 in4 Ms:Max DL + LL Igross icracked 476.58 In4 R1 = (Ms:DL+LL)/Mcr Elastic Modulus 3,122.0 ksl 410.792 psi Ms:Max DL+LL+ST R2 = (Ms:DL+LL+ST)/Mcr Fr = 7.5' fc^.5 Z:Cracking 26:337 kM I:eff... Ms(DL+LL) I:eff... Ms(DL+LL+ST) Eff. Flange Width 8.00 in 6.57 k -ft 4.07 k -ft 1.616 4:07 k -ft 1.616. 1,152:000 in4 1,152.000 in4 0.750 Add"i "1.4" Factor for Seismic 1.400 0.900 Add"I "0.9" Factor for Seismic 0.900 1.300 ACI Factors (per ACI 318-02, applied internally to entered loads) ACI -C-1 & C-2 DL 1.400 ACI C-2 Group Factor ACI:Z-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor ACI C-1 & C-2 ST 1.700 ACI C-3 Short Term Factor ....seismic = ST " : 1.100 6.57 k -ft 4.07 k -ft 1.616 4:07 k -ft 1.616. 1,152:000 in4 1,152.000 in4 0.750 Add"i "1.4" Factor for Seismic 1.400 0.900 Add"I "0.9" Factor for Seismic 0.900 1.300 pMM Consulting Engineers Title: Dsgnr: Description Scope Ree.. 58°°°° Concrete Rectangular &Tee Beam Design L. K1N Ob05358, Ver 5.8.0, 1 -Dec -2003 ti (c)1983 2003 ENERCALC Engineering Software. _ - Description Milano (revised) B-2 Sketch & Diagram go 9.85—i2�0 :.60 A.50 5.40 X6.30 120 8.10 8.00 •0� - ii�YY�IVYIYIiaftr�. 0.305kin MVMex1.11kft Dmax 0.01661n. Rmex 1.607k R^ax' 1 Vu -Max = 2247k - Vu Max 02 AN Beam Sketch Job # 2� Date: 11:55AM, 1 DEC 11 Page 3 Stresses for ACI C-1 Combination StreM5 Tof MA %--a: t.uwu11101v1r Stresses for ACI C -S Combination Stresses for Service MCI PMM Consulting Engineers Title: 7168 SW 47 St, B-4 Dsgnr: Miami, Florida 33155Description. Scope Rev: 580000 User. KW -0605358, Ver 5.8.0, 1 -Dec -2003 Concrete Rectangular & Tee .Beam Design. (c)1983-2003 ENERCALC Engineering Software x h Description Model C1� Beam B3� Job # U2_1 Date: 7:37PM, 20 MAR 11 Page 1 General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 .a ::ra:n::.ic:ra:± cs:_Jaz;c%-..i:.;:s.:,parrs::ea:.rr.c::c:.z::.w:...::;�a'u,.::s:�:::>,.:.::-:aac:..::cyx.7a:::::...:.... r .�...,. Sf usuw.: 5ut•,.�: s:m�:a4,::r+:•r�:z'ur Span 10.50 ft fc 3,000 p Depth 24.000 in Fy 60,000 psi .. Width 8.000 in Concrete Wt. 145.0 pcf Seismic Zone 0 End Fixity Pinned -Pinned Beam Weight Added Internally Live Load acts with Short Term Rebar. @ Center of Beam... Count Size 'd' from Top #1 2 6 2.00in, #2 2 6 21.00 in Rebar @ Left End of Beam... Count Size 'd' from Top #1 2 6 2.00 in 92 2 6 21.00 in Rebar @ Right End of Beam... Count Size 'd' from Top #1 2 6 2.00 in #2 2 6 21.00 in 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 'i:u• d'. R" d •.• - .. GNAV ..�:•. •.. _ :ti3a'2^' .'AYS.L^A' •._ !i7c:cmi: •5}x4ti41:(m :.r _ 'tr'oa ' .. . Dead Load Live Load Short Term Start End #1 1.200 k 0.720 k k 0.000 ft 9.000 ft Summary Beam Design ®b4 Span=10.50ft, Width= 8.00in Depth = 24.00in Maximum Moment: Mu .42.13 k -ft Maximum Deflection 4.0220 in Allowable Moment: Mn"phi 78.29 k -ft Maximum Shear: Vu 11.38 k Max Reaction @Left 10.89 k Allowable Shear: Vn"phi 60.52 k Max Reaction @ Right 8.42 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 1.750 3.500 5.250 7.000 8.750 10.500 ft Max. Spacing 10.500 10.500 Not Req'd Not Req'd Not Req'd 10.500 10.500 in Max Vu 10.889 10.889 5.289 5.289 5.778 11.378. 11.378 k Bending & Shear Force Summary Bending.... Mn"Phi Mu, Eq. C-1 Mu, Eq. C-2 Mu, Eq. C-3 @ Center 78.29 k -ft 42.13 k -ft 31.60 k -ft 16.68 k -ft @ Left End 78.29 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @ Right End 78.29 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear... Vn"Phi Vu, Eq. C-' Vu, Eq. C-,' Vu, Eq. C4 @ Left End 60.52 k 10.89 k 8.17 k 4.31 k @ Right End 60.52 k 11.38 k 8.53 k 4.49 k Deflection `" Deflections... Upward Downward DL + [Bm Wt] 0.0000 in at 0.0000 ft -0.0127 in at . 5.2080ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft -0.0220 in at 5.2080ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft -0.0220 in at 5.2080ft Reactions... (a Left Cod Right DL + [Bm Wt]] 7.186 k 5.644 k DL + LL + [Bm Wt] 10.889 k 8.421 k DL + LL +.ST + [Bm Wt] 10.889 k 8.421 k PMM Consulting Engineers Title: Job # 7168 SW 47 St, B-4 Dsgnr: Date: 7:37PM, 20 MAR 11�� Description Miami, Florida 33155 Scope Rev: 560000 ®® p p User. KIN -0605358, Ver 5.8.0, 1 -Dec -2003 Concrete Rectangular & Tee Bean Design ' (c)1983-2003 ENERCALC Engineering Software ' C^..ar..u;lp�wY..wz'Cl;;u::n:::n:a•. .,�.•::::.rs:.:::u::--,-:..:n:•yxJ.:.>.ms•,.S...n....-..:d.:...u�:a•,r.-,�.ev.:..:.._,L..a.,........_...._. .....�.`s.J,... .. � u .s- c_ � S Description Model C1 -Beam B3 Section Analysis •"•••:il. ".-ffi',Jii? '�4.::iV.e::li'.LSJbi ••. .G.i'u1iMtiii'kL'^Cv-a ;1ri:J.' i:l:iJ3GT.1L':" iiihi r•a::L'.' .. �:SdK:+L'�iLL:...1. •: r%W:.::IIP.: Evaluate Moment Capacity... Center Left End X : Neutral Axis 2.415 in 2.415 in a = beta `Xneutral 2.053 in 2.053. in Compression in Concrete 41.876 k 41.876 k Sum [Steel comp. forces] 10.912 k 10.912 k Tension in Reinforcing -52.800 k -52.800 k' Find .Max As for Ductile Failure... X -Balanced 12.429 in 12.429 in Xmax = Xbal * 6.75 9.321 in . 9.321 in a -max'= beta * Xbal 10.564 in 10.564 in Compression in Concrete 161.634 k 161.634 k Sum [Steel Comp Forces] 50.556 k 50.556 k Total Compressive Force 212.190 k 212.190 k AS. Max= Tot Force / Fy 3.536 in2 3.536 in2 Actual Tension As 0.880 OK 0.000 OK Additional Deflection Calcs ' 1W'CY!$tWfi+�LY�dKtlf�Gt'iiil"AWYWIlflfhl.Yi.aR Ov.J..W'a�'i _hleutraLAxis . 5.115 -in 1.tiY.L@."ol)' . Mcr Igross 9,216.00 in4 Ms:Max DL + LL [cracked 2,498.80 in4 R1 = (Ms:DL+LL)/Mcr Elastic Modulus 3,122.0 ksi Ms:Max DL+LL+ST Fr = 7.5 * f c^.5 410.792 psi R2 = (Ms:DL+LL+ST)/Mcr Z:Cracking 100.154 krn Leff... Ms(DL+LL) Leff... Ms(DL+LL+ST) Eff. Flange Width 8.00 in ACI Factors (per ACI 316-02, applied internally to entered loads) n t.. ACI G1 & C-2 DL 1.400 . ACI C-2 Group Factor ACI C-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor ACI C,1 & C-2 ST 1.700 ACI C-3 Short Term Factor ....seismic = ST * : 1.100 .Right End 2.415 in 2.053 in 41.876.k 10.912 k 52.800 k 12.4286 in 9.321. in 10.564. in 161.634 k 50.556 k 212.190 k 3.536 in2 0.880 OK 26.29 k -ft - 28.04 k -ft 0.937 28.04 k -ft 0.937 8,033.029 in4 8,033.029 in4 Page 2.0 6.750 Add"I "1.4" Factor for Seismic 1.400 0.900 Add"I "0.9" Factor for Seismic 0.900 1.300 PMM Consulting Engineers Title : .lob # C 7168 SW 47 St, B-4 Dsgnr: Date: 7:37PM. 20 MAR I I Miami, Florida 33155 Description Scope Rev:.58000Dt Page 3 User. KW -0605358, Ver 5.8.0,1 -Deo -2003 Con'cre a Rectangular & Tee Beam Design (01983-2003 ENERCALC Engineering Software Description Model C1 - Beam B3 . I Sketch & Diagram 'Nc"r::Gw"h:y':.(_.•.:-G:.�1-.:uiiL^w�i:iL'Jn'.VWit- L:b�n3J.u..i=411'.y+-ld-w.W .c .Y�Ll'Gk�YS.-'kUfL.,4' ld li 1.05 2.10 3.15 42D..5.25 6.30 7.35 8.40 8.45 10.50 1.05 2.10 3.15 4.20 5.25 6.30 7.35 BAD $AS 10.50 - 1.82idftiIII ilii i , iii iii ,i I N1,11 1 ri1.82k/ft �k s F. O 70 5fl� Mu:Max a 4213k-8 .6.31 •4.79 Dmex a O.02201n .7.08 - M rMax Q dgA't•OOk-ft Rmax =10.8881; Rmax a B. ftad (k) Location Along Member (ft) shear Load (k) Location Along Member (ft) VwMax C 10.869k Vu Max• 1.05 210 3.15 430 ;'?5,y.89D 7.36 8.40 9A5 1D.5031.60 1.05 2.10 3.15 ..�2D ��5-,6.30 7.35 8.40 9.45 10.60 37.82. . ,s� iS"•.� 28.44 x Y 33.71 �'" �.4u+Y&. 25.28 �K.• c,'�C.r%:..''t-v;'':a 2GAS t, �. � "y' 2212 25.28 -u• l yy�u'` +' 2107ri�.�.1:' `v 4 15.80 16.85 ssns'�' i''!i' 4 ' x`,. 1284 t:n;,ga� Sg+ uSy!''" _ 7L,'`G,y�'f rc+i 12. 8A3�F 5 C'rk"'•... a•17r''Yr�'"''z� `yii'"c� 632aa- ,•"P' E aya r ?��c; �P �'��. L-3'-?SL'$h��. �,-n ik�•��lm�•i 39H u� �; .� y. �$����5=1 `'7'.k'�t� i?'c�,�:. mom BeR ant (k ft) Location Along Member. (it) Ba� Momem • (k fl) --- - LaceBon Along Member (fq Beam Sketch Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination 1.05 2.10 3.15 4.20 5.25 6.30 7.35 8.40 8.45 10.60 a i 1.05 210 3.15 . 4.20 5.25* 6.30 735 ' 8.40 8.45 10-S 'J.05 '1.05 2.10 3.15 430 5.25 6.30 , 735 SAO 8.45 1050 0.00 421 - -421 0.00 x.31 -6.31 Shear 4oad fk) Location Alon Member fl) Shesr Load (k) Location Alond'Memher ffl) 28.05 1.05 210 3.15..=A�2R5�26t�. - �35 8.4� 8.45 tOS028.05 1A5 21D 3.15 .A2q,'�5= 890yy 735 8.40 0.45 ,10.50 - 25.25 t1',`u 25.25 a t 22.44 -3.80 884 �r +0.. SyP 18.64 l+ a E,.t. . 16.83 �+1� cJ ,rX.€i+i1? 16.83 '^�{v - sY en 1G shear Load (k) Location AlongMembar (ft) 1403 41'' rr , " 14.03 ii` 16.68 1.05 210 3.15 4207�Y5".16w630 7.35 SAO' 0.45 10.5041'11 ateare�'�.E'.i`i?�1�1�+aa.PtS�, c,.0*. i[�..ki?a. 1122' 15.01 13.34 10.01 j"; •;r - 8 67 n 8 otix�T'Nt• L�*r" 5.00 Be Moment (k4t) Location Along Member (ft) __- __.___ _ Short Term Loads Stresses for ACI C-3 Combination Stresses for Service Dead + Live Loads Stresses for Dead+Live+ PMM Consul -Ling Engineers Title : Job # ; ; 7168 SW 47 St, B-4' Dsgnr: Date: 8:56PM, �L6 JAN��11 ;,� Description: ( • Miami, Florida 33155." Scope Rev: 560000Page 1 user: KW -0605358, Ver 5.8.0, 1 -Dec -2003 Concrete Rectangular .& Tee Beam Design (c)1963-2003 ENERCALC Engineering Software -- Description Beam at double height - wind load General Information Code Ref: ACI 318-02,1997 UBC, 2003 IBC, 2003 NFPA 5000 .{:.a•..-•-.;.::-.:(,.I?.:i:}�LbuG::u`.+ril.i:GitiJm .. "'7::.'i'�1:t::to'Ido::'s:tf^...ra:e...14F:�.:�C�:�..'••.' u..,.,.:.'�'�-%'.a•a+SJ�3uoo Span . 20.00 ft .c 0 Psi ` Depth.. 8.000 in Fy 60,000 psi , Width: 24.000 in Concrete Wt. 145.0pcf Seismic Zone 0 End Fatty Pinned -Pinned Beam Weight Added Internally Live Load acts with Short Term • Reinforcing, t Rebar @ Center of Beam....Rebar @ Left End of. Beam... Rebar @Right End of Beam..... Count Size 'd' from Top Count Size 'd' from Top Count Size . 'd' from Top #1 5 7 1.50 in #1 in #1 in #2 5 7 6.00 in #2 in #2 in Load Factoring 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 �� Dead Load Live Load ShortTerm Start End #1 k 0.610 k k 0.000 ft 20.000 ft Deflections... DL + [Bm Wt] Summary 0.0000 ft 42508 in at 10.0000ft DL + LL + [Bm Wt] 0.0000 in at Seam Design OK DL + LL + ST + [Bm Wt] 0.0000 in at Span = 20.00ft, Width= 24.00ln Depth = 8.00ln Reactions... (a) Left (v Right DL + [Bm Wt]] 1.933 k Maximum Moment: Mu 65.38 k -ft 8.033 k Maximum Deflection -1.8545 in 8.033 k 8.033 k Allowable Moment: Mn*phi 65.76 k -ft Maximum Shear: Vu 12.45 k Max Reaction @ Left 8.03 k Allowable Shear: Vn*phi 58.29 k Max Reaction @ Right 8.03 k Shear Stirrups... Stirrup Area @ Section 0.440 in2 Region 0.000 3.333 6.667 10.000 13.333 16.667 20.000 ft Max: Spacing 3:000 3.000 Not Req'd Not Req'd Not Req'd 3.000 3.000 in Max Vu 12.449 8.786 4.394 4.289 4.289 8.683 12.344 k Bending Shear Force Summary Bending... Mn*Phi Mu, Eq. C-1 Mu, Eq. C-2 Nlu, Eq. C-3 @ Center 65.76 k -ft 65.38 1( -ft 49.04 k -ft 8.70 k -ft @ Left End 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft @ Right End 0.00 k -ft 0.00 k -ft 0.00 k -ft 0.00 k -ft Shear... Vn*Phi Vu, Eq. C-' Vu, Eq. C-; Vu, Eq. C-: @ Left End 58.29 k 12.45 k 9.34 k 1.66 k @ Right End 58.29 k 12.34 k 9.26 k 1.64 k Deflection. Upward Downward Deflections... DL + [Bm Wt] 0.0000 in at 0.0000 ft 42508 in at 10.0000ft DL + LL + [Bm Wt] 0.0000 in at 0.0000 ft -1.8545 in at 10.0000ft DL + LL + ST + [Bm Wt] 0.0000 in at 0.0000 ft -1.8545 in at 10.0000ft Reactions... (a) Left (v Right DL + [Bm Wt]] 1.933 k 1.933 k DL + LL + [Bm Wt] 8.033 k 8.033 k DL + LL + ST + [Bm Wt] 8.033 k 8.033 k • PMM Consulting Engineers Title : Job # 1 11 7168 SW 47 St, B4 Dsgnr: Date: 8:56PM, 26 JAN1%1 Description Miami, Florida 33155 Scope Rev.,5s0000 U:,KW-0605358;Ver5.8.0,1-Dec-2003 Concrete EZectarlgular & Tee Beau Design Page 2 : . (c)1983.2003 ENERCALC Enpineoring Software ' ,._.., �:c.+.-._.,,!.�::u.a..'_.n.r_�. .. . ,.. �..za.:-.�r•�:�a.=e:-.,..n'.:.e:cc,u::G.r_xo•rc-."a Description Beam at double height - wind load Section Analysis -- :- +.� ... „-S'GiWS'ia.'lr31Ua6eR.n:Ml.l'1:rNUL"" .2JILY U4�iLLLu:YRLLSSi{iuX'Su::Yv! Center i�:F+'.nW'.1!'11..1CY 'L)i� "!:::%:L.3:'.uf"u• Left End y yy3 N:J.:'::J44..vw'+iY"lu'JiIF ". [tc,4G� Riaht End Evaluate:Moment Capacity... X : Neutral Axis 2.130 in 0.000 in 0.000 in a =beta ` Xneutral 1.810 in 0.000 in 0:000• in' . Compression in Concrete 110.803 k 0.000 k 0.000 k Sum [Steel comp. forces] 69.547 k 0.000 k 0.000 k. ,Tension in Reinforcing -180.000 k 0.000 k O.000.k Find Max As for Ductile Failure... X -Balanced . 3.551 in 0.000 in 0.0000 in Xmax = Xbal ` 0.75 2.663 in 0.000 in 0.000 in a- max = betaXbal 3.018 in 0.000 in 0.006 in . Compression in Concrete 138.543 k 0.000 k 0.000 k Sum.ISteel Comp Forces] 106.350 k 0.000 k .0.000 k Total Compressive Force 244.893 k 0.000 k 0.000 k AS Max = Tot Force / Fy 4.082 in2. 0.000 int 0.000. in2 Actual Tension As 3.000 OK 0.000 OK 0.000 OK . Additional Deflection Calcs Neutral Axis 2.455 in Mer _. 8.76 k -ft Igross 1,024.00 in4 Ms:Max D L + LL 40.17 k-ff Icracked 493.99 in4 R1= (Ms:DL+LL)/Mcr 0.218 Modulus 3,122.0 ksi Ms:Max DL+LL+ST 40.17 k -ft .Elastic Fr = 7.5 * fe.5 410.792 psi R2 = (Ms:DL+LL+ST)/Mcr 0.218 Z:Cracking 152.904 kfin I:eff... Ms(DL+LL) 499.491. in4 Z.cracking > 145: Interior Only I I:eff... Ms(DL+i-L+ST) 499:491.1n4 Elf, Flange Width 24.00 in ACI Factors (Per ACI 318-02, applied Internally to entered loads) i ACI C-1 & C-2 'DL 1.400 ACI C-2 Group Factor 0.750 Add"I "1.4" Factor for Seismic 1.400 ACI.0-1 & C-2 LL 1.700 ACI C-3 Dead Load Factor 0.900 Add"I "0.9" Factor for Seismic 0.900 ACI -C-1 & C-2 ST 1.700 ACI 0-3 Short Term .Factor 1.300 ....seismic = ST ": 1.100 PMM Consulting Engineers Title : Job # 7168 SW 47 St, B-4 Dsgnr: Date: 8:56PtV1, 26 Jfjf� 11, �� I Miami, Florida 33155 Description Scope Rev: 580000 Page 3 User. KW -0605358. Ver 5.8.0, 1 -Dec -2003 Concrete Rectangular & Tee Bean Design (c)1983-2003 ENERCALC Engineering Software - , •_ a::4r.'.;E':_�.rs�ur.::r.:,_.;=aeca•�..m.-ma._s�::✓,,.:r.<:.ar:�.a:_��xs:��,_... __ _,:._�.,.._...-;:��::r:;- -�.,...,. ,::.:a::__r::r::.,�J �.�r-.= -'' - - - .. - . ___� Description Beam at double height - wind load t . 2144572s�32.86 28.1 1881 q• , 76.8E }5y3�1'fi `"'.£ x �"��' ir5�r[t cst .�+S �` �G,",��•�,,1. �X475�s rF� D 13.48 F (`rid ,t i "K' ° '?"f Y•ff{3 .�fe 1 +7✓ � �>Ffi� .19`i 14d.-aG. .'rli.•�.t fc.,�i�., u:l�'�-� �- 6s t {, ?WVOOWN ... . - - - - _ Be9C% Moment (k.) Location Along Member (R) Be Moment (k -fl) LoceIlDn Along Member (M Beam Sketch Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination 200 400 6.00 8.60 10:00 1200 14.00 16.01) 18.00 20.00. 2.OD 400 6.00 8.60 10.01) 12.00 14.00 16.60 18.00 20.0 2.00 4.00 6.00 8.00 10.00 1200 14.00 16.00 18.00 20.00 0.01) ).OD .9.10 •3.18 1.0 -4.76 .8,38 Sheer Load- �) Location Along Member ((R). $heer Load nnQ . Location Along Member PO) -0.6B - - 40.17 200 4.1)0 6. ,,8'OD 1 ;03c. D 14:00 16.OD 18.00 20.OD40.17 200 COD 6.00.�800•'7Q'OD,nl2.CD 14.00 16.00 18.00 20.00 36.15 .± a 98,15ad+?�5 -1.04 - 3213 �y 9219 ,..t�'"�'iIY,S�r,¢A.70 •1.382 ! s�i i,µ ' .r• o� 1U.C3"�"2410 --'6hearLoad oc) Location Hong Member (ft)20.08�,al a1) Y �+ 2008 4m% 8.70 '200 4.00 6.00 B p0 OVO 1200 14.00 16.00 18.00 20.0016.07' r x ` 3,r1801,f4',t� .-7M 1 c? c� F 12.05 „,#�,, w<; ¢ dnXN i 8.03 ,,,„4J65`*'' r 4 4.%, ..,'�+v' 8 03 )i„�^x' r . 7'k d.i".vi ;r •+`�5. 6.86 k' � 4U2£', fir - k�� L ._ •�'t?.WM .i`ap 402. f'}�. : • .. '.z;>`xi�+»r .. i u . ,. 7IN 'A 6.01) �,r, rf i'i Ba nm lkr 1 .1 n » Be nor II nAlan .am ^ 0.000:0 •D D ro , 20.00 ar x�} Ob ;g 9. i fi12 � } �' 4 '�. "� "h, 4.35 -0.37 I � I 0.37 woe ' ' ' }.ct' u^S'4. -0.56 .0 56 3.48 sY!i't, u 41}L 3fi3ta••1ts"` ^Y''}'•' - -0.74 •0.74 . - ¢-•0.83 2.81a ... �s't�i.�`�t b •1.11 •1.11 .. - t 1A .1.41 Be i L .1.4S 8 •1.48 Be Moment (k -ft) Location Along Member (fl) Local'y' Daflectlon (In) Location Alung Member (R) Local Y Deflection on) - - Location Along Member (ft) . ' Stresses for ACI C-3 Combination Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads Sketch & Diagram G.G:Ji,,.:c-•.•:.•'••• .'SS<rr'2' SkySYa'J:J, :i':'.l,tif" :A �' i)I . '• tY .� •-' Ak':.r:Nr.2YL.a!'�Is.:-iN ..:L:+iF4�i.+i:q+'Ail.. 1-a,:,u•'Sx.S'Y:F"..:I'v'�. eiS:Y..i::Y,ii:ti.:�:"reGYL`�:'�ww�l.i:L,`i:Or•' 200 4.00 6.01) 8.00 10.00 12.00 14.00 16.00 18.00 20.00 200 4.00 6.00 6.00 10.OD 12.00 14.00 16.00 18.00 20.00 o.eh ftJ J JJ iJ , .I J .J .l 0.61km 0.00 r 1) inn b • .5.18 •3.86 . MulAm 85.38k ft -7.78 -5.84 - . Dmax a 106451e-10.38 - -7.78- ' Rmax a 8.033k Rmax 8.ab d (it) Location Along Member (R) Shear Lnad (k) Locetlon Along Member (ft) ' . Vu•Max a 1244Bk - Vu Max 200 58.84 4.011 6.00 600 110 12.00 14.00 16.00 18.00 20.0049.04 200 {1 g o i�i( 44.19 �:7 4.00 6.00 , 0. 360 12.00 14.00 16.00 18.00 20.00 382346.7734.33S+1G�ht"'i4".f'l. 1,01 t . 2144572s�32.86 28.1 1881 q• , 76.8E }5y3�1'fi `"'.£ x �"��' ir5�r[t cst .�+S �` �G,",��•�,,1. �X475�s rF� D 13.48 F (`rid ,t i "K' ° '?"f Y•ff{3 .�fe 1 +7✓ � �>Ffi� .19`i 14d.-aG. .'rli.•�.t fc.,�i�., u:l�'�-� �- 6s t {, ?WVOOWN ... . - - - - _ Be9C% Moment (k.) Location Along Member (R) Be Moment (k -fl) LoceIlDn Along Member (M Beam Sketch Stresses for ACI C-1 Combination Stresses for ACI C-2 Combination 200 400 6.00 8.60 10:00 1200 14.00 16.01) 18.00 20.00. 2.OD 400 6.00 8.60 10.01) 12.00 14.00 16.60 18.00 20.0 2.00 4.00 6.00 8.00 10.00 1200 14.00 16.00 18.00 20.00 0.01) ).OD .9.10 •3.18 1.0 -4.76 .8,38 Sheer Load- �) Location Along Member ((R). $heer Load nnQ . Location Along Member PO) -0.6B - - 40.17 200 4.1)0 6. ,,8'OD 1 ;03c. D 14:00 16.OD 18.00 20.OD40.17 200 COD 6.00.�800•'7Q'OD,nl2.CD 14.00 16.00 18.00 20.00 36.15 .± a 98,15ad+?�5 -1.04 - 3213 �y 9219 ,..t�'"�'iIY,S�r,¢A.70 •1.382 ! s�i i,µ ' .r• o� 1U.C3"�"2410 --'6hearLoad oc) Location Hong Member (ft)20.08�,al a1) Y �+ 2008 4m% 8.70 '200 4.00 6.00 B p0 OVO 1200 14.00 16.00 18.00 20.0016.07' r x ` 3,r1801,f4',t� .-7M 1 c? c� F 12.05 „,#�,, w<; ¢ dnXN i 8.03 ,,,„4J65`*'' r 4 4.%, ..,'�+v' 8 03 )i„�^x' r . 7'k d.i".vi ;r •+`�5. 6.86 k' � 4U2£', fir - k�� L ._ •�'t?.WM .i`ap 402. f'}�. : • .. '.z;>`xi�+»r .. i u . ,. 7IN 'A 6.01) �,r, rf i'i Ba nm lkr 1 .1 n » Be nor II nAlan .am ^ 0.000:0 •D D ro , 20.00 ar x�} Ob ;g 9. i fi12 � } �' 4 '�. "� "h, 4.35 -0.37 I � I 0.37 woe ' ' ' }.ct' u^S'4. -0.56 .0 56 3.48 sY!i't, u 41}L 3fi3ta••1ts"` ^Y''}'•' - -0.74 •0.74 . - ¢-•0.83 2.81a ... �s't�i.�`�t b •1.11 •1.11 .. - t 1A .1.41 Be i L .1.4S 8 •1.48 Be Moment (k -ft) Location Along Member (fl) Local'y' Daflectlon (In) Location Alung Member (R) Local Y Deflection on) - - Location Along Member (ft) . ' Stresses for ACI C-3 Combination Stresses for Service Dead + Live Loads Stresses for Dead+Live+Short Term Loads PMM Consulting Engineers x 7168 SW 47 St, B-4 'J Miami, Florida 33155 Title : Job # Dsgnr: Date: 8:47PIN, 26 JAIL 1'i Description Scope Rev: sfi0000 . A/� Page 1 ,: User:KW-06D5366,"Ver5.8.0,1-Dec-2003 tlYIYC�S�i1r�I yra�� Design (c)1963 2003 ENERCALC Engineering Software ... _�_. __., . -.a Description Palm Dev. Model �C Code Ref: ACI 530-02 General Information G 'J''r',::i23��:i1.:.1..:..'..:.b: ':tit:l,:�d:• u�' �••..:�iw^JLtrtu4kii:�'�+6f:Yf.::J.iS:�:ti.i4:121i6iAC•'^" _,: �.y,u;ki:Wrn Wall Height 11.50 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 Duration Factor 1.330 Special Inspection Thickness 8.0 in Wall Wt Mult. 1.000 Grout @ Rebar Only. . Normal Weight Block Rebar Size 5 Rebar Spacing 32 in , Equivalent Depth to Rebar 3.810 in @ Center Solid Thickness .: 4:900 in Loads V Uniform Load Concentric Axial Load Wind Load 60.100 psf Dead Load 0.000 #/ft Dead Load 0.000 #/ff Live Load 0.000 #/ft Live Load 0.000 #/ft Load Eccentricity 0.000 in Roof Load Roof Load Design Values . E 1,350,000 psi Rebar Area 0.116 in2 np 0.05462 1 ' 0.90654 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/146r)^2) * Spinsp 316.09 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 Axial Bending Stresses Axial Moment Load Steel Masonry Compression Top of Wall in-# lbs psi psi psi DL+LL 0.0 0.0 0.0 0.0 0.00 DL + LL + Wind 0.0 0.0 0.0 0.0 0.00 DL + LL + Seismic 0.0 0.0 0.0 0.0 0.00 Between Base & Top of Wall 0.0 333.5 0.0 0.0 5:87 DL + LL DL + LL + Wind 11,922.3 333.5 29,693.1 538.6 5.67 . . DL + LL + Seismic 3,796.9 333.5 9,456.4 171.5 5.67 Summary w 11.50ft high wall with 0.00ft parapet, Normal Block w/ 8.00in wall wl #5 bars at 32.00ino.c. at center Max. Bending Compressive Stress ......... 544.23 OK Allowable .................... 658.35 OK Max. Axial Only Compressive Stress ......... 5.67 psi Allowable .......... 316.09 OIC Max Steel Bending Stress .............. 29,693.12 psi Allowable .......... 31,920.00 Off: a PMM Consulting Engineers 7185 SW 47 St, B-4 v' Miami, Florida 33155 Rev' 580000 Title : Dsgnr: Description Scope ��If � i it Job # \ Date: 8:47PM, 26 JAN 11 r Page 2 11,922.33 ,in-# 3,796.90 in-# 0.00 lbs 0.00 lbs User: KW -0605358, Ver 5.8.0, 1 -Dec -2003 i6asonry (c)1983 2003 ENERCALC Engmeenng Software tl G U. x Description Palm Dev. Model C Wall Weight moment @ Mid Ht 333.50 lbs Wind Moment @ Mid Ht Seismic Moment @ Mid Ht Dead Load Moment @ Top of Wall Dead Load Moment @ Mid Ht 0.00 in-# 0.00 in-# Total Dead Load Total Live Load Live Load Moment @ Top of Wall 0.00 m-# LiveLoad Moment @ Mid Ht 0.00 m-#._ Maximum Allow. Moment for Applied Axial Load = 9,636.44 'in-# 18;585.88 lbs Maximum Allow Axial Load for Applied Moment = Job # \ Date: 8:47PM, 26 JAN 11 r Page 2 11,922.33 ,in-# 3,796.90 in-# 0.00 lbs 0.00 lbs ��,.. r�._„n..v_r..xr".s �,'sF,i �£»�r�-�sr'-`���.-�......,,:FKa+..c�-s,a�t�r'—r.�s:r=�.etn�%�.•�' K, P Pro'ect� age J �-- Calculated by (t Date Checked by D ate Ica a v a G Le i a a _.... Project k l Pageloft ME CON[SULT'['G a t� Calculated by:�1' ' � � Date p IVI m ENGINEERS . Checked by _ Date. j t r 9 r T� � r � o r _ _ - 1 [ i JOHN MARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers 777 N.W. 72nd AVENUE SUITE 3025, MIAMI, FLORIDA 33126 TELEPHONE: (305) 262-0400 1 FAX: (305) 262-0401 W W W.1 BAR RALAN DS URVEYORS.COM s MAP OF BOUNDARY SURVEY AT: 6743 MAGNOLIA COURT, SOUTH MIAMI, FLORIDA 33143 FOLIO No. 09-4025-069-0050 r TRACT "A"��- 108r- 10.5! + TREE LEGE 10.94 11.65 E x - x/ / "-30 x/- 'A fo.79 � if 2 ALEXANDER PALM x/ U.E. 13 M. 77 2 F.I.P. 1/2" I. �� N89°59'12"E 1067 80.00' - NO CAP f>.se 1 - + ,� fpoO F I P 1/2" s MAP OF BOUNDARY SURVEY AT: 6743 MAGNOLIA COURT, SOUTH MIAMI, FLORIDA 33143 FOLIO No. 09-4025-069-0050 r TRACT "A"��- 108r- 10.5! + TREE LEGE 10.94 11.65 ff.35 11.14 x - x/ / "-30 x/- 'A fo.79 / if �- �- ALEXANDER PALM x/ U.E. 13 M. 77 2 F.I.P. 1/2" 1 f2.?6 �� N89°59'12"E 1067 80.00' - NO CAP f>.se 1 - + ,� fpoO F I P 1/2" +( 1063 X_ fosz 11.29 1 + p 11-.28 x� 1 ff.i9 9. B3 x� 9.-40 9.9f x/ 0.75 NO CAP TREE LEGE 10.4? 10.55 >o 10.66 No. 1 x� 11.51 I 10.76 -=:O DIAMETER / �- sf x� x�_x /�- ALEXANDER PALM x 11.'1 k �- SOS x x 2 ROYAL POINCIANNA I 1 x 11.40 45' 4 GD) - -, � : 9.94 9.75 10.08 �---- C 10.9! 1 1 7 x I 35' 9.49 t . r �- �- x� fops 45' 1 + p 11-.28 5 QUEEN PALM 1.0' x O! / 9.91 X/_ x 10' 7 1 X/_ + 2.0' so, 9.56 9.42 9.61 ROYAL POINCIANNA 11 1139 9.19 977 x� x 9.139.20 x/ --x 9.46 x x� CATV 9 1966 O x� 9.22 CAN A30310 00' `"y 1 F.I.P.1/2" i�_, ,T NO CAP a 9.10 676 i 6.76 x� 964 Uj 6.85 �T-5 x x x ^_ t x q 1 / VACANT LOT sz3 9.27 0 � LAND AREA= t 7,200 SQ. FT x/- I m e48 8.82 OR t 0.16 ACRES " � �- x� + t °O 1 v 9.02 9.04 Ass x6.76 = c0 9.45 O9 6.sf 8.6? 10.03 0o z �/_ 6.62 .�A ., g `� . x/_ � NO x 1 x x ° . x 8. s4 p ETp 1 6.66 x� O INN 8.65 B aa x 8.99 x x �0 x ewAj� 8.37 6. f + x 11 10, TJ.E. 7,95 6.30 yam' 6.66 6.25 6.69 o •a r' W.M. /- ✓' x x - ' F.N.D. 1059'12"E 6.7s 80. 0' 17j, NO ID. I Q� ` 7� Asy 8.47 6.46 � rf 'iZ 1 15 S x �,. U) 0. -� Q A.C. o � Q LU 1 ADJACENT DWELLING F.N.D. LOT -6 "°' MAGNOLIA N.E. CORNER LOT 6 ND COURT HEIGHT SPREAD TRACT 'A" 000_ T 5, IN DAVIS GARDENS, AS RECORDED IN PLAT BOOK 126, PAGE 45, AS IFICq , CORDED IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. t D. 6770 :O � ATE OF' . C RTIFICATION: ' P LMCORP DEVELOPMENT CORPORATION LB.# 7806 DRAWN BY: TREE LEGE DATE DRAWN. 08/29/2012 No. COMMON NAME DIAMETER C.M.I. SCALE. 1 ALEXANDER PALM 0.3' 20' 10' 2 ROYAL POINCIANNA 1.2' 45' 30' 3 ROYAL POINCIANNA 1.5' 45' 35' 4 FICUS 2.5' 45' 30' 5 QUEEN PALM 1.0' 30' 15' 6 UNKNOWN 1.2' 45' 10' 7 UNKNOWN 2.0' so, 20' 8 ROYAL POINCIANNA 2.0' 45' 45' 9 FICUS 6.0' 70' 30' 10 ROYAL POINCIANNA 2.0' 70' 30' 11 FICUS 5.0' 70' 45' 12 ALEXANDER PALM 0.3' 25' 8.0' :a 13 ROYAL POINCIANNA 1.5' 45' 30' 14' ROYAL POINCIANNA 2.5' 50' 40' 15. ROYAL PALM 1.3' 40' 15' 000_ T 5, IN DAVIS GARDENS, AS RECORDED IN PLAT BOOK 126, PAGE 45, AS IFICq , CORDED IN THE PUBLIC RECORDS OF MIAMI-DADE COUNTY, FLORIDA. t D. 6770 :O � ATE OF' . C RTIFICATION: ' P LMCORP DEVELOPMENT CORPORATION LB.# 7806 DRAWN BY: C.S.O. DATE DRAWN. 08/29/2012 FIELD DATE: 08/27/2012 CHECKED BY. C.M.I. SCALE. 1"=20' JOB NO: 12-002411-2 SHEET. 2 OF 2 JOHN IBARRA & ASSOCIATES, INC. Professional Land Surveyors & Mappers 777 N.W. 72nd AVENUE SUITE 3025, MIAMI, FLORIDA 33126 TELEPHONE: (305) 262-0400 1 FAX: (305) 262-0401 W W W.IBARRALANDSURVEYORS.COM LOCATION SKETCH SCALE = N.T.S. A = ARC. A/C = AIR CONDITIONER PAD A. E.= ANCHOR EASEMENT A.R.= ALUMINUM ROOF A.S.= ALUMINUM SHED ASPH.= ASPHALT B.C.= BLOCK CORNER BLDG.= BUILDING B.M.= BENCH MARK B.C.R.= BROWARD COUNTY RECORDS B.O.B.= BASIS OF BEARING (C) = CALCULATED C.B.= CATCH -BASIN C.B.S.= CONCRETE BLOCK STRUCTURE C.B.W.= CONCRETE BLOCK WALL CH.= CHORD CH.B.= CHORD BEARING CH.L.= CHORD LENGTH CL.= CLEAR C.O.= CLEAN OUT C.L.F.= CHAIN LINK FENCE C.M.E = CANAL MAINTENANCE EASEMENT CONC.= CONCRETE C-U.P.= CONCRETE UTILITY POLE C.P.= CONCRETE PORCH C.S.= CONCRETE SLAB C.W.= CONCRETE WALK D.E.= DRAINAGE EASEMENT D.M.E.= DRAINAGE MAINTENANCE EASEMENT DRIVE = DRIVEWAY ° = DEGREES EB = ELECTRIC BOX E.T.P.= ELECTRIC TRANSFORMER PAD ELEV.= ELEVATION ENCR.= ENCROACHMENT F.H.= FIRE HYDRANT F.Z.P.= FOUND IRON PIPE F.I.R.= FOUND IRON ROD F.F.E.= FINISHED FLOOR ELEVATION F.N.D.= FOUND NAIL & DISK FT FEET FNIP.= FEDERAL NATIONAL INSURANCE PR F.N.= FOUND NAIL H.= HIGH OR (HEIGHT) IN. &EG.= INGRESS AND EGRESS EASEMENT I.C.V.= IRRIGATION CONTROL VALVE L.B.= LICENSED BUSINESS L.P.= LIGHT POLE L.F.E.= LOWEST FLOOR ELEVATION VIEW OF SUBJECT PROPERTY 6743 MAGNOLIA COURT, SOUTH MIAMI, FLORIDA 33143 ABBREVIATIONS L.M.E.= LAKE MAINTENANCE EASEMENT T.B.M.= TEMPORARY BENCHMARK ' = MINUTES TSB = TRAFFIC SIGNAL BOX (M)= MEASURED DISTANCE TSP = TRAFFIC SIGNAL,.POLE M.B.= MAIL BOX THP = TOWNSHIP w M.D.C.R.= MIAMI DADE COUNTY RECORDS UTIL.= UTILITY M.E.= MAINTENANCE EASEMENT U.E.= UTILITY EASEMENT M.H.= MANHOLE U.P.= UTILITY POLE N.A.P.= NOT A PART OF H.M.= WATER METER NGVD = NATIONAL GEODETIC VERTICAL DATUM W.F.= WOOD FENCE N.T.S.= NOT TO SCALE W.P.= WOOD PORCH # or NO.= NUN9ER W.R.= WOOD ROOF O/S = OFFSET W.V.= WATER VALVE O.H.= OVERHEAD � = MONUMENT LINE O.H.L.= OVERHEAD UTILITY LINES = CENTER LINE O.R.B.= OFFICIAL RECORDS BOOK /� = DELTA O.V.H.= OVERHANG PVMT . = PAVEMENT PL.= PLANTER - P. L. = LANTER'P.L.= PROPERTY LINE P.C.C.= POINT OF COMPOUND CURVATURE P.C.= POINT OF CURVATURE P.O.T.= POINT OF TANGENCY P . O. C. = POINT OF COMMENCEMENT P.O.B.= POINT OF BEGINNING P.R.C.= POINT OF REVERSE CURVATURE PWY = PARKWAY P.R.M.= PERMANENT REFERENCE MONUMENT P.L.S.= PROFESSIONAL LAND SURVEYOR LEGEND P.P.= POWER POLE P.P.S.= POOL PUMP SLAB = OVERHEAD UTILITY LINES P.U.E.= PUBLIC UTILITY EASEMENT Z �'- = CONCRETE BLOCK WALL (R)= RECORD DISTANCE ti--w—�— K— = CHAIN LINK FENCE R.R.= RAIL ROAD-e--�—e—�— = IRON FENCE RES.= RESIDENCE = WOOD FENCE R/W = RIGHT-OF-WAY x0.00 = EXISTING ELEVATIONS RAD.= RADIUS OR RADIAL RGE.= RANGE R.O.E.= ROOF OVERHANG EASEMENT SEC.= SECTION STY.= STORY SURVEYOR'S NOTES: OGRAAI SWK.= SIDEWALK I. IF SHOWN BEARINGSAREREFERRED TOANASSUMEDMERIDIAN, BY SAIDPLATIN THE S.I.P.= SET IRON PIPE DESCRIPTION OF THE PROPERTY, IF NOT, BEARINGS ARE THEN REFERRED TO COUNTY, S =SOUTH TOWNSHIPMAPS. 2. THE CLOSURE IN THE BOUNDARY SURVEY IS ABOVE 1:7500 FT. S.P.= SCREENED PORCH 3. CERTIFICATEOFAUTHORIZATIONLB 07806. NOT VAUD NITHOUTANAUTHEN7ICATED S.V.= SEWER VALVE ELECTRONIC SIGNATURE AND AUTHENTICA TED ELECTRONIC SEAL 11 = SECONDS 4. ALL ELEVATIONS SHOWN ARE REFERRED TO NATIONAL GEODETIC VERTICAL DATUM OF 1929 T = TANGENT MIAMI-DADE COUNTY BENCHMARK 0 SC -34. LOCATOR N0.4015 @ S.W. 72 ST 8 S.W. 67 AVE; TB = TELEPHONE BOOTH ELEVATION IS 9.62 FEET OF N.G. V.D. OF 1929 S. THE SUBJECT PROPERTY IS VACANT LAND. THE ADDRESS IS PLUS OR MINUS AND SHOULD BE VERIFIED BY MIAMI•DADE COUNTY. SURVEYOR'S CERTIFICATION: I HEREBY CERTIFY: THIS BOUNDARY SURVEY' OF THE PROPERTY DESCRIBED HEREON, HAS LEGAL NOTES TO ACCOMPANY SKETCH OF SURVEY : RECENTLY BEEN SURVEYED AND DRAWN UNDER MY SUPERWSION, AND COMPLIES WITH THE . THERE MAY BE EASEMENTS RECORDED IN THE PUBLIC RECORDS NOT SHOWN ON THIS SURVEY. MINIMUM TECHNICAL STANDARDS AS SET FORTH BY THE FLORIDA BOARD OF PROFESSIONAL . THE PURPOSE OF THIS SURVEY IS FOR USE IN OBTAINING TITLE INSURANCE AND FINANCING AND SHOULD NOT BE USED FOR LAND SURVEYORS IN CHAPTER SJ -17. FLORIDA ADMIN) STRATIVE CODE PURSUANT TO 472027, CONSTRUCTION PURPOSES: FLORIDA STATUTES. . EXAMINATIONS OF THE ABSTRACT OF TITLE WILL HAVE TO BE MADE TO DETERMINE RECORDED INSTRUMENTS, IF ANY, 12-002411-2 AFFECTING THE PROPERTY. 1 OF 2 . THIS SURVEY IS SUBJECT TO DEDICATIONS, LIMITATIONS, RESTRICTIONS, RESERVATIONS OR EASEMENTS OF RECORD. . LEGAL DESCRIPTIONS PROVIDED BY CLIENT OR ATTESTING TITLECOMPANY. • BOUNDARY SURVEY MEANS A DRAWING ANDY ORA GRAPHIC REPRESENTATION OF THE SURVEY YORK PERFORMED IN THE 0 p���� nOq� FIELD, COULD BE DRAWN AT A SHOWN SCALE ANDYOR NOT TO SCALE. BY v L 1 . EASEMENTS AS SHOWN ARE PER PLAT BOOK UNLESS DEPICTED OTHERWISE. • THE TERM'ENCROACHMENT'MEANS VISIBLE AND ABOVE GROUND ENCROACHMENTS CARLOS IBARRA (DATE OF FIELD WORK) . ARCHITECTS SHALL VERIFY ZONING REGULATIONS, RESTRICTIONS SETBACKS AND WILL BE RESPONSIBLE FOR SUBMITTING . PLOT PLANS WITH CORRECT INFORMATION FOR *APPROVAL FOR AUTHORIZATION'TO THE PROPER AUTHORITIES IN NEW CONSTRUCTION. . UNLESS OTHERWISE NOTED, THIS FIRM HAS NOTATTEMPTED TO LOCATE FOOTING ANDOR FOUNDATIONS. . FENCE OWNERSHIP NOT DETERMINED. . THIS PLAN OF SURVEY, HAS BEEN PREPARED FOR THE EXCLUSIVE USE OF THE ENTITIES NAMED HEREON, THE CERTIFICATE . DOES NOT EXTEND TO ANY UNNAMED PARTY. . THE NRP FLOOD MAPS HAVE DESIGNATED THE HEREIN DESCRIBED LAND TO BE SITUATED IN ZONE.' 'AM . COMMUNITY 120658 /PANEL 0458/ SUFFIX' 1„ D4 TE OF FIRM: 09/11/2009 BASE FLOOD ELEVA77ON: 9 FT. . THE SUBJECT PROPERTY DOES LIE IN A SPECIAL FLOOD HAZARD AREA DRAWN BY: C.S.O. DATE DRAWN: 08/29/2012 CHECKED BY: C.M.I. FIELD DATE. 08/27/2012 JOB NO: 12-002411-2 SHEET: 1 OF 2 PROFESSIONAL LAND SURVEYOR NO.: 6670 STATE OF FLORIDA (VAUD COPIES OF THIS SURVEY WILL BEAR THE EMBOSSED SEAL OF THEATTES77NG LAND SURVEYOR). REVISED ON: REVISED ON: 4