HomeMy WebLinkAboutinspection docs (2) FORM R405 2014
EL®RI®A ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
;,►, Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name; CALATLANTIC YORKSHIRE 6811 Builder Name:
Street: 13312 NW BAYWOOD PLACE Permit Office: PALM CITY
City,State,Zip: PALM CITY,FL, Permit Number.
Owner: Jurisdiction: 531000
Design Location: FL,Fort.Pierce County:: Martin(Florida Climate Zone 2)
1. New construction or existing New(From Plans) 9. Wall Types(3954.9 sqft.) Insulation Area
�2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=9.0 2355.00 ft2
b.Frame-Wood,Exterior R=19.0 1523.20 ft2
3. Number of units,if multiple family 1 c.Frame-Wood,Adjacent R=11.0 76.67 ft2
4. Number of Bedrooms 4 d.N/A R= ft2
5. Is this a worst case? Yes 10.Ceiling Types (3739.0 sqft.) Insulation Area
a.Under Attic(Vented) R=38,0 3739.00 ft2
6. Conditioned floor area above grade(ft2) 3739 b.WA R= ft2
Conditioned floor area below grade(ft2) 0 c,N/A R= ft2
11.Ducts R ft2
7. Windows(459.1 sgft.) Description Area a.Sup:Attic,Ret:Attic,AH:Main 6 815
a. U-Factor: Sgl,U=1.05 203.08 ft2 b.Sup: Attic,Ret:Attic,AH:Main 6 115
SHGC: SHGC=0.25
b. U-Factor. Sgl,U=1.07 162.00 ft2 12-Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.30 a.Central Unit '58.5 SEER:14.00
c. U-Factor: Sgl, U=0.77 94.00 ft2 b.Central Unit 17.8 SEER:14.00
SHGC: SHGC=0.22 13.Heating systems kBtu/hr Efficiency
d. U-Factor. N/A ft2 a.Electric Heat Pump 55.5 HSPF:8.20
SHGC: b.Electric Heat Pump 17.6 HSPF:8.20
Area Weighted Average Overhang Depth: 6.985 ft.
Area Weighted Average SHGC: 0.262 14.Hot water systems
8. Floor Types-(3739.0 sqft.) Insulation Area a.Electric Cap:40 gallons
a.Slab-On-Grade Edge insulation R=0.0 3739.00 ft2 b. Conservation features EF:0.920
b.N/A R= ft2 None
c.N/A R= ft2 15.Credits Pstat
Glass/Floor Area: 0,123 Total Proposed Modified Loads: 92.96
Total Baseline Loads: 112.90
I hereby certify that the plans and specifications covered by Review of the plans and 4 ` 14E S7.4
this calculation are in compliance with the Florida Energy specifications covered by this
Code. /'�� /' .l' ,i calculation indicates compliance
with the Florida Energy Code. �r+!„ ••. ;:.,�'=",} �t�
PREPARED BY: �� - -Before construction is completed
DATE: f this building will be inspected for 0`'I
compliance with Section 553.908 b
I hereby certify that this building,as designed,is in compliance Florida Statutes-
with the Florida Energy Code. OQD g
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
- Compliance requires certification by.the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed in accordance with R403.2.2.1.
-Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and an envelope leakage
test report in accordance with R402.4-1.2.
1/11/2017 2:24 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software FILE
COPYof 5
/0RM R405-2014
PROJECT
Title: CALATLANTIC YORKSHIRE Bedrooms: 4 Address Type: Street Address
Building Type: User Conditioned Area: 3739 Lot#
Owner. Total Stories: 1 Block/SubDivision: RIVERBEND
#of Units: 1 Worst Case: Yes PlatBook:
Builder Name: Rotate Angle: 315 Street: 13312 NW BAYWOOD
Permit Office: PALM CITY Cross Ventilation: County: Martin
Jurisdiction: 531000 Whole House Fan: City,State,Zip: PALM CITY,
Family Type: Single-family FL,
New/Existing: New(From Plans)
Comment:
CLIMATE
/ IECC Design Temp Int Design Temp Heating Design Daily Temp
v Design Location TMY Site Zone 97.5% 2.5% Winter Summer Degree Days Moisture Range
FL,Fort Pierce FL VERO_BEACH_MUNI 2 39 90 70 75 299 62 Low
_i
BLOCKS
Number Name Area Volume
1 Blockl 2817 28170
2 Block2 922 . 9220
SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
1 Main 2817 28170 Yes 6 3 1 Yes Yes Yes
2 Master Bedroom 922 9220 No 2 1 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 Main 248 ft 0 2817 ft2 0 0 1
2 Slab-On-Grade Edge Insulatio Master Bedroom 91 ft 0 922 ft2 1 0 0
ROOF
Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
# Type Materials Area Area Color Absor. Tested Tested Insul. (deg)
1 Hip Barrel the 4050 ft2 0 ft2 Medium 0.96 No 0.9 No 0 22.6
ATTIC
V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Vented 150 3739 ft2 N N
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FORM R405 2094
CEILING
# Ceiling Type Space R-Value Ins Type Area Framing Frac Truss Type
1. Under Attic(Vented) Main 38 Blown 2817 ft2 0.11 Wood
2 Under Attic(Vented) Main 38 Blown 922 112 0.11 Wood
J
WALLS
Adjacent Space Cavity Width Height Sheathing Framing Solar Belowo
1 N=>NW Exterior Concrete Block-Int Insul Main 9 95 8 10 956.7 ft2 0 0.4 0
_2 E=>NE Exterior Concrete Block-Int Insul Main 9 24 6 10 245.0 ft2 0 0.4 0
13 S=>SE Exterior Concrete Block-Ent Insul Main 9 70 6 10 705.0 ft2 0 0 0.4 0
4 W=>SW Exterior Concrete Block-Int Insui Main 9 44 10 10 448.3 ft2 0 0 0.4 0
5 E=>NE Garage Frame-Wood Main 11 7 8 10 76.7 ft2 0 0.4 0
` 6 E=>NE Exterior Frame-Wood Main 19 14 6 10 145.0 ft2 0 0.4 0
7 N=>NW Exterior Frame-Wood Master Bedro 19 29 0 9 4 270.7 ft2 0 0.4 0
- 8 E=>NE Exterior Frame-Wood Master Bedro 19 44 10 9 4 418.4 ft2 0 0.4 0
9 S=>SE Exterior Frame-Wood Master Bedro 19 29 0 9 4 270.7 ft2 0 0.4 0
10 W=>SW Exterior Frame-Wood Master Bedro 19 44 10 9 4 418.4 ft2 0 0.4 0
DOORS
# Ornt Door Type Space Storms U-Value Width Height Area
Ft In Ft In
1 E=>NE Insulated Main None .46 6 8 48 ft2
2 E=>NE Wood Main None .46 2 8 8 21.3 ft2
WINDOWS
Orientation shown is the entered orientation => changed to Worst Case.
/ Wall Overhang
# Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 S=>SE 3 Metal Single(Tinted) Yes 1.05 0.25 6.0 ft2 1 ft 6 in 5 ft 0 in None None
2 S=>SE 3 Metal Single(Tinted) Yes 1.07 0.3 30.0 ft2 1 ft 6 in 1 ft 0 in None None
3 S=>SE 3 Metal Single(Tinted) Yes 1.05 0.25 8.0 ft2 1 ft 6 in 12 ft 0 in None None
4 S=>SE 3 Metal Single(Tinted) Yes 1.06 0.25 21.3 ft2 31 ft 6 in 1 ft 0 in None None
5 N=>NW 1 Metal Single(Tinted) Yes 1.05 0.25 20.0 ft2 1 ft 6 in 1 ft 0 in None None
6 N-NW 1 Metal Single(Tinted) Yes 1.05 0.25 3.8 ft2 1 ft 6 in 1 ft 0 in None None
7 N=>NW 1 Metal Single(Tinted) Yes 1.05 0.25 30.0 ft2 1 ft 6 in 1 ft 0 in None None
8 N=>NW 1 Metal Single(Tinted) Yes 1.05 0.25 8.0 ft2 1 ft 6 in 11 ft 0 in None None
9 S=>SE 9 Metal Single(Tinted) Yes 1.07 0.3 60.0 ft2 1 ft 6 in 1 ft 0 in None None
10 E=>NE 2 Metal Single(Tinted) Yes 1.05 0.25 4.0 ft2 1 ft 6 in 1 ft 0 in None None
11 E-NE 2 Metal Single(Tnted) Yes 1.05 0.25 12.0 ft2 1 ft 6 in 1 ft 0 in None None
12 W=>SW 4 Metal Single(Tinted) Yes 1.05 0.25 .30.0 ft2 16 ft 6 in 0 ft 1 in None None
13 W=>SW 4 Metal Single(Tinted) Yes 1.07 0.3 72.0 ft2 16 ft 6 in Oft 1 in None None
14 W=>SW 4 Metal Single(Tinted) Yes 0.77 0.22 40.0 ft2 1 ft 6 in 1 ft 0 in None None
15 N=>NW 7 Metal Single(Tinted) Yes 1.05 0.25 15.0 ft2 1 ft 6 in 1 ft 0 in None None
16 E=>NE 8 Metal Single(Tinted) Yes 1.05 0.25 15.0 ft2 1 ft 6 in 1 ft 0 in None None
17 E=>NE 8 Metal Single(Tinted) Yes 1.05 0.25 24.0 ft2 1 ft 6 in 1 ft 0 in None None
18 E=>NE 8 Metal Single(Tinted) Yes 0.77 0.22 24.0 ft2 16 ft 0 in 1 ft 0 in None None
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FORM R405-2014
WINDOWS
Orientation shown is the entered orientation changed to Worst Case.
Wall Overhang
# Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation IntShade Screening
19 S=>SE 9 Metal Single(Tinted) Yes 0.77 0.22 30.0 ft2 1 ft 6 in 1 ft 0 in None None
20 S=>SE 9 Metal Single(Tinted) Yes 1.05 0.25 6.0 ft2 1 ft 6 in 1 ft 0 in None None
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wall Height Exposed Wall Insulation
1 675 ft2 675 ft2 64 ft loft 1
INFILTRATION
# Scope Method SLA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000191 1869.5 102.63 193.02 .1392 3
HEATING SYSTEM
# System Type Subtype Efficiency Capacity Block Ducts
1 Electric Heat Pump None HSPF:8.2 55.5 kBtu/hr 1 sys#1
2 Electric Heat Pump None HSPF:8.2 17.6 kBtu/hr 2 sys#2
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit None SEER:14 58.5 kBtu/hr 1755 cfm 0.75 1 sys#1
2 Central Unit None SEER:14 17.8 kBtu/hr 534 cfm 0.75 2 sys#2
HOT WATER SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Garage 0.92 40 gal 70 gal 120 deg None
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cert # Company Name System Model# Collector Model# Area Volume FEF
None None ft2
DUCTS
---Supply—- ---Return— Air CFM 25 CFM25 HVAC#
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 815 ft2 Attic 895 ft2 Prop.Leak Free Main ---cfm 84.5 cfm 0.03 0.60 1 1
2 Attic 6 115 ft2 Attic 45 ft2 Prop.Leak Free Main —cfm 27.7 cfm 0.03 0.60 2 2
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FORM R405-2014
TEMPERATURES
Programable Thermostat:Y Ceiling Fans:
Cooling � ]]Jan Feb Mar A r Ma n Jun rl JulAug Se Oct M Nov H Dec
Heatin [X]Jan Feb Mar Apr May E ]Jun E ]Jul Aug Sep OctNov Dec
Ventin [I ]]Jan Feb X Mar [X A r Ma ]Jun ]JuI Au Se 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 88 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
e.
MECHANICAL VENTILATION
F Type Supply CFM Exhaust CFM Fan Watts HRV Heating System Run Time Cooling System
None 0 0 0 0 1-Electric Heat Pump 0% 1 -Central Unit
None 0 0 0 2-Electric Heat Pump 0% 2-Central Unit
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FORM R405-2014
ENERGY PERFORMANCE LE (EPL)
DISPLAY C D
ESTIMATED ENERGY PERFORMANCE INDEX* = 82
The lower the EnergyPerformance Index, the more efficient the home.
13312 NW BAYWOOD PLACE, PALM CITY, FL,
1_ New construction or existing New(From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a.Concrete Block-Int Insul,Exterior R=9.0 2355.00 ft2
b.Frame-Wood,Exterior R=19.0 1523.20 ftz
3. Number of units,if multiple family 1 c_Frame-Wood,Adjacent R=11.0 76.67 ft2
.� 4. Number of Bedrooms 4 d.WA R= ft2
10.Ceiling Types Insulation Area
5. Is this a worst case? Yes a.Under Attic(Vented) R=38,0 3739.00 ft2
6. Conditioned floor area(ft2) 3739 b.N/A R= ftz
7. Windows- Description Area c.N/A R= ft2
a. U-Factor. Sgl, U=1.05 203.08 ft2 11.Ducts R ftz
a.Sup:Attic,Ret:Attic,AH:Main 6 815
SHGC: SHGC=0.25 b.Sup: Attic,Ret:Attic,AH:Main 6 115
b. U-Factor: Sgl, U=1.07 162.00 ft2
SHGC: SHGC=0.30 12.Cooling systems kBtu/hr Efficiency
c. U-Factor: Sgl,U=0.77 94.00 ftz a.Central Unit 58.5 SEER:14.00
SHGC: SHGC=0.22 b.Central Unit 17.8 SEER:14.00
d. U-Factor. WA ft2 13.Heating systems kBtu/hr Efficiency
SHGC: a.Electric Heat Pump 55.5 HSPF:8.20
Area Weighted Average Overhang Depth: 6.985 ft. b.Electric Heat Pump 17.6 HSPF:8.20
Area Weighted Average SHGC: 0.262
8. Floor Types Insulation Area 14.Hot water systems
a.Electric Cap:40 gallons
a.Slab-On-Grade Edge Insulation R=0.0 3739.00 f12 EF:0.92
b.N/A R= ft2 a fN/A R= ft2 b. Conservation features
� �
None
15.Credits Pstat
certify that this home has complied with the Florida Energy Efficiency Code for Building tx3.ESr
Construction through the above energy saving features which will be installed (or exceeded) oe
in this home before final inspection. Otherwise, a new EPL Display Card will be completed �,,�'%��;
based on installed Code compliant features.
Builder Signature: Date: //f i1... 1
1 C A
Address of New Home: w City/FL Zip: _I ,
1 �p We
*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 R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
1/11/2017 2:24 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
Florida Department of Business and Professional Regulations
Residential Whole Building Performance and Prescriptive Methods
ADDRESS: 13312 NW BAYWOOD PLACE Permit Number
PALM CITY, FL,
MANDATORY REQUIREMENTS See individual code sections for full details.
401.3 Energy Performance Level(EPL)display card(Mandatory). The building official shall require that an energy performance level(EPL)
13
display card be completed and certified by the builder to be accurate and correct before final approval of the building for occupancy.Florida law
[Section 553-9085,Florida Statues]requires the EPL display card to be included as an addendum to each sales contract for both presold and
nonpresold residential buildings.The EPL display card contains information indicating the energy performance level and efficiencies of components
installed in a dwelling unit.The building official shall verify that the EPL display card completed and signed by the builder accurately reflects the plans
and specifications submitted to demonstrate compliance for the building.A copy of the EPL display card can be found in Appendix C.
R402.4 Air leakage(Mandatory). The building thermal envelope shall be constructed to limit air leakage in accordance with the requirements of
Sections R402.1 through R402.4.4.
O R402.4.1 Building thermal envelope. The building thermal envelope shall comply with Sections R402.4.1.1 and R402.4.1.2.The
sealing methods between dissimilar materials shall allow for differential expansion and contraction.
• R402.4.1.1 Installation. The components of the building thermal envelope as listed in Table R402.4.1.1 shall be installed in
accordance with the manufacturer's instructions and the criteria listed in Table 402.4.1.1,as applicable to the method of construction.
Where required by the code official,an approved third party shall inspect all components and verify compliance.
R402.4.1.2 Testing. The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air
changes per hour in Climate Zones 1 and 2,and 3 air changes per hour in Climate Zones 3 through 8.Testing shall be conducted with
a blower door at a pressure of 0.2 inches w.g.(50 Pascals).Where required by the code official,testing shall be conducted by an
approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code
official.Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1.Exterior windows and doors,fireplace and stove doors shall be closed,but not sealed,beyond the intended weatherstripping or
other infiltration control measures;
2.Dampers including exhaust,intake,makeup air,backdraft and flue dampers shall be closed,but not sealed beyond intended
infiltration control measures;
3.Interior doors,if installed at the time of the test,shall be open;
4.Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed;
5.Heating and cooling systems,if installed at the time of the test,shalt be turned off,and
6.Supply and return registers,if installed at the time of the test,shall be fully open.
O R402.4.2 Fireplaces. New wood-burning fireplaces shall have tight-fitting flue dampers and outdoor combustion air.
O R402.4.3 Fenestration air leakage.Windows,skylights and sliding glass doors shall have an air infiltration rate of no more than 0.3 cfm
per square foot(1.5 Uslm2),and swinging doors no more than 0.5 cfm per square foot(2.6 Us/m2),when tested according to NFRC 400 or
AAMA/WDMA/CSA 101/I.8.2/A440 by an accredited,independent laboratory and listed and labeled by the manufacturer.
Exception: Site-built windows,skylights and doors.
O R402.4.4 Recessed lighting. Recessed luminaires installed in the building thermal envelope shall be sealed to limit air leakage
between conditioned and unconditioned spaces_All recessed luminaires shall be IC-rated and labeled as having an air leakage rate not
more than 2.0 cfm(0.944 Us)when tested in accordance with ASTM E 283 at a 1.57 psf(75 Pa)pressure differential.All recessed
luminaires shall be sealed with a gasket or caulk between the housing and the interior wall or ceiling covering.
13 R403.1.1 Thermostat provision(Mandatory). At least one thermostat shaft be provided for each separate heating and cooling system.
R403.1.3 Heat pump supplementary heat(Mandatory). Heat pumps having supplementary electric-resistance heat shall have controls
that,except during defrost,prevent supplemental heat operation when the heat pump compressor can meet the heating load.
R403.2.2 Sealing(Mandatory)AII ducts,air handlers,and filter boxes and building cavities that form the primary air containment
passageways for air distribution systems shall be considered ducts and plenum chambers,shall be constructed and sealed in accordance
with Section C403.2.7.2 of the Commercial Provisions of this code and shall be shown to meet duct tightness criteria by post-construction
or rough-in testing below.
Duct tightness shall be verified by testing to Section 803 of the RESNET Standards by either an energy rater certified in accordance with Section
553.99,Florida Statutes,or as authorized by Florida Statutes,to be"substantially leak free"by either of the following:
1. Post-construction test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per,100 square feet(9.29 m2)of conditioned floor area
when tested at a pressure differential of 0.1 inches w.g.(25 Pa)across the entire system,including the manufacturer's air handler enclosure.All
register boots shall be taped or otherwise sealed during the test.
2. Rough-in test:Total leakage shall be less than or equal to 4 cfm(113 Umin)per 100 square feet(9.29 m2)of conditioned floor area when tested
at a pressure differential of 0.1 inches w.g.(25Pa)across the system,including the manufacturer's air handler enclosure.All registers shall be
taped or otherwise sealed during the test. If the air handier is not installed at the time of the test,total leakage shall be less than or equal to 3 cfm
(85 Umin)per 100 square feet(9.29 m2)of conditioned floor area.
Exceptions:
1. The total leakage test is not required for ducts and air handlers located entirely within the building envelope.
2. Duct testing is not mandatory for buildings complying by Section R405 of this code.
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FORM R405 2014
MANDATORY REQUiREMENTS - (Continued).
0 R403.2.3 Building Cavities(Mandatory). Building framing cavities shall not be used as ducts or plenums.
0 R403.3 Mechanical system piping insulation(Mandatory). Mechanical system piping capable of carrying fluids above 105°F(41°C)
or below 55°F(13°C)shall be insulated to a minimum of Rom,°.,
R403.3.1 Protection of piping insulation.
0 R403A.1 Circulating hot water systems(Mandatory). Circulating hot water systems shall be provided with an automatic or readily
accessible manual switch that can turn off the hot-water circulating pump when the system is not in use.
0 - R403.4.3 Heat traps(Mandatory). Storage water heaters not equipped with integral heat traps and having vertical pipe risers shall have
heat traps installed on both the inlets and outlets.External heat traps shall consist of either a commercially available heat trap or a
downward and upward bend of at least 31/inches(89 mm)in the hot water distribution line and cold water line located as close as possible
to the storage tank.
0 R403.4.4 Water heater efficiencies(Mandatory).
1; O R403.4.4.1 Storage water heater temperature controls
• R403.4.4.1.1 Automatic controls. Service water heating systems shall be equipped with automatic temperature controls
capable of adjustment from the lowest to the highest acceptable temperature settings for the intended use.The minimum
temperature setting range shall be from 100°F to 140°F(38°C to 60°C).
• R403.4.4.1.2 Shutdown. A separate switch or a clearly marked circuit breaker shall be provided to permit the power supplied
to electric service systems to be turned off.A separate valve shall be provided to permit the energy supplied to the main burner(s)
of combustion types of service water heating systems to be turned off.
O R403.4.4.2 Water heating equipment Water heating equipment Installed in residential units shall meet the minimum efficiencies of
Table C404.2 in Chapter 4 of the Florida Building Code,Energy Conservation,Commercial Provisions,for the type of equipment installed.
Equipment used to provide heating functions as part of a combination system shall satisfy all stated requirements for the appropriate water
heating category. Solarwater heaters shall met the criteria Section R403.4.4.2.1.
R403.4.4.2.1 Solar water heating systems. Solar systems for domestic hot water production are rated by the annual solar energy
factor of the system.The solar energy factor of a system shall be determined from the Florida Solar Energy Center Directory of
Certified Solar Systems.Solar collectors shall be tested in accordance with ISO Standard 9806,Test Methods for Solar Collectors,
and SRCC Standard TM-1,Solar Domestic Hot Water System and Component Test Protocol,Collectors in installed solar water
heating systems should meet the following criteria:
1. Be installed with a tilt angle between 10 degrees and 40 degrees of the horizontal;and
2. Be Installed at an orientation within 45 degrees of true south.
0 R403.5 Mechanical ventilation(Mandatory). The building shall be provided with ventilation that meets the requirements of the
Florida Building Code,Residential or Florida Building Code,Mechanical,as applicable,or with other approved means of ventilation.
Outdoor air intakes and exhausts shall have automatic or gravity dampers that close when the ventilation system is not operating.
n R403.6 Heating and cooling equipment(Mandatory). The following sections are mandatory for cooling and heating equipment.
O R403.6.1 Equipment sizing. Heating and cooling equipment shall be sized in accordance with ACCA Manual S based on the
equipment loads calculated in accordance with ACCA Manual J or other approved heating and cooling calculation methodologies,
based on building loads for the directional orientation of the building.The manufacturer and model number of the outdoor and
indoor units(if split system)shall be submitted along with the sensible and total cooling capacities at the design conditions
described in Section R302.1.This code does not allow designer safety factors,provisions for future expansion or other factors
which affect equipment sizing.System sizing calculations shall not Include loads created by local intermittent mechanical ventilation
such as standard kitchen and bathroom exhaust systems.
R403.6.1.1 Cooling equipment capacity. Cooling only equipment shall be selected so that its total capacity is not less than the
calculated total load,but not more than 1.15 times greater than the total load calculated according to the procedure selected in
Section 403.6,or the closest available size provided by the manufacturer's product lines.The corresponding latent capacity of the
equipment shall not be less than the calculated latent load.
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FORM R405-2014
MANDATORY REQUiREiVdENTS - (Continued)
O R403.6.1.1 Cooling equipment capacity.(continued) The published value for AHRI total capacity is a nominal, rating-test value and
shall not be used for equipment sizing_Manufacture's expanded performance data shall be used to select cooling-only equipment.This
selection shall be used to select cooling-only equipment.This selection shall be based on the outdoor design dry bulb temperature for the
load calculation(or entering water temperature for water-source equipment),the blower cfm provided by the expanded performance data,
the design value for entering wet bulb temperature and the design value for entering dry bulb temperature.
Design values for entering wet bulb and dry bulb temperature shall be for the indoor dry bulb and relative humidity used for the load
calculation and shall be adjusted for return side gains If the return duct(s)is installed in an unconditioned space.
Exceptions:
1. Attached single-and multi-family residential equipment sizing may be selected so that its cooling capacity is less than the
calculated total sensible load but not less than 80 percent of that load.
2. When signed and sealed by a Florida-registered engineer,in attached single-and multi-family units,the capacity of
equipment may be sized in accordance with good design practice.
O R403.6.1.2 Heating equipment capacity
R403.6.1.2.1 Heat pumps. Heat pumps sizing shall be based on the cooling requirements as calculated according to Section
R403.6.1.1 and the heat pump total cooling capacity shall not be more than 1.15 times greater than the design cooling load.
R403.6.1.2.2 Electric resistance furnaces. Electric resistance furnaces shall be sized within 4 kW of the design
requirements calculated according to the procedure selected in Section R403.6.1.
i
R403.6.1.2.3 Fossil fuel heating equipment. The capacity of fossil fuel heating equipment with natural draft atmospheric burners
shall not be less than the design load calculated in accordance with Section R403.6.1.
O 11403.6.1.3 Extra capacity required for special occasions. Residences requiring excess cooling or heating equipment capacity on an
intermittent basis,such as anticipated additional loads caused by major entertainment events,shall have equipment sized or controlled to
prevent continuous space cooling or heating within that space by one or more of the following options:
1. A separate cooling or heating system is utilized to provide cooling or heating to the major entertainment areas.
2. A variable capacity system sized for optimum performance during base load periods is utilized.
❑ R403.7 Systems serving multiple dwelling units(Mandatory). Systems serving multiple dwelling units shall comply with Sections
C403 and C404 of the Commercial Provisions in lieu of Section R403.
❑ R403.8 Snow melt system controls(Mandatory). Snow and ice-melting systems,supplied through energy service to the building,shall
include automatic controls capable of shutting off the system when the pavement temperature is above 55°F,and no precipitation is falling
and an automatic or manual control that will allow shutoff when the outdoor temperature is above 40°F.
❑ R403.9 Swimming pools,inground spas and portable spas(Mandatory). The energy requirements for residential pools and
inground spas shall be as specified in Sections R403.9.1 through R403.9.3 and in accordance with ANSI/APSP-15.The energy
requirements for portable spas shall be in accordance with ANSI/APSP-14.
O R403.9.1 Pool and spa heaters. All pool heaters shall be equipped with a readily accessible on-off switch that is mounted
outside the heater to allow shutting off the heater without adjusting the thermostat setting.
R403.9.1.1 Gas and oil-fired pool and spa heaters. All gas-and oil-fired pool and space heaters shall have a minimum
thermal efficiency of 82 percent for heaters manufactured on or after April 16,2013 when tested in accordance with ANSI Z 21.56.
Pool heaters fired by natural gas or LP gas shall not have continuously burning pilot lights.
R403.9.1.2 Heat pump pool heaters. Heat pump pool heaters shall have a minimum COP of 4.0 when tested in accordance
with AHRI 1160,Table 2,Standard Rating Conditions-Low Air Temperature.A test report from an independent laboratory is
required to verify procedure compliance.Geothermal swimming pool heat pumps are not required to meet this standard.
O R403.9.2 Time switches. Time switches or other control method that can automatically turn off and on heaters and pumps according to a
preset schedule shall be installed on all heaters and pumps.Heaters,pumps and motors that have built in timers shall be deemed in
compliance with this equipment.
Exceptions:
1. Where public health standards require 24-hour pump operations.
2. Where pumps are required to operate solar-and waste-heat-recovery pool heating systems.
3. Where pumps are powered exclusively from on-site renewable generation.
O R403.9.3 Covers. Heated swimming pools and inground permanently installed spas shall be equipped with a vapor-retardant cover on or
at the water surface or a liquid cover or other means proven to reduce heat loss.
Exception: Outdoor pools deriving over 70 percent of the energy for heating from site-recovered energy,such as a heat pump or
solar energy source computed over an operating season.
❑ RR404.1 Lighting equipment(Mandatory). A minimum of 75 percent of the Jamps in permanently installed lighting fixtures shall be
high-efficacy lamps or a minimum of 75 percent of permanently installed lighting fixtures shall contain only high efficacy lamps.
Exception: Low-voltage lighting shelf not be required to utilize high-efficacy lamps.
O R404.1.1 Lighting equipment(Mandatory). Fuel gas lighting systems shall not have continuously burning pilot lights
❑ R405.2 Performance ONLY. All ducts not entirely inside the building thermal envelope shall be insulated to a minimum of R-6.
O R405.2.1 Performance ONLY. Ceilings shall have minimum insulation of R-19.Where single assemby of the exposed deck and beam type or
concrete deck roofs do not have sufficent space,R-10 is allowed.
1/11/2017 2:24 PM EnergyGauge®USA-F1aRes2014 -Section R405.4.1 Com Page 3 of 3
FORM R405-2094
TABLE 402.4.1.1
AiR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: CALATLANTIC YORKSHIRE 6811 Builder Name:
Street: 13312 NW BAYWOOD PLACE Permit Office: PALM CiTY
City,State,Zip: PALM CITY,FL, Permit Number:
Owner. Jurisdiction: 531000
Design Location: FL,Fort Pierce
COMPONENT CRITERIA CHECK
Air barrier and thermal barrier A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air-permeable insulation shall not be used as a sealing material.
` Ceiling/attic The air barrier in any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in the air barrier shall be sealed.
Access openings,drop down stairs or knee wall doors to unconditioned
attic spaces shall be sealed.
Corners and headers shall be insulated and the junction of the foundation
Walls and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows, skylights and doors The space between window/doorjambs and framing and skylights and
framing shall be sealed.
Rim joists ' Rim joists are insulated and include an air barrier.
Floors (including above-garage Insulation shall be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space walls Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace walls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
vapor retarder with overlapping joints taped.
Shafts, penetrations Duct shafts, utility penetrations,and flue shaft openings to exterior or
unconditioned space shall be sealed,
iVarrow cavities Batts in narrow cavities shall be cut to fit,or narrow cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces-
Garage separation Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building thermal envelope shall be
air tight, IC rated,and sealed to the drywall.
Plumbing and wiring Batt insulation shall be cut neatly to fa around wiring and plumbing in
exterior walls,or insulation that on installation readily conforms to available
space shall extend behind piping and wiring.
Shower/tub on exterior wall Exterior wails adjacent to showers and tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub-floor or drywall.
Fireplace An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
1/11/2017 2:24 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
Residential System Sizing Calculation
Summary
Project Title:
13312 NW BAYWOOD PLACE CALATLANTIC YORKSHIRE 6811
PALM CITY, FL
- 1/11/2017
Location for weather data: Fort Pierce, FL -Defaults: Latitude(27.48) Altitude(25 ft.) Temp Range(L)
Humidity data: Interior RH 50% Outdoor wet bulb 78F Humidity difference 62 r.
Winter design temperature(TMY3 99%) 40 F Summer design temperature(TMY3 99%) 91 F
Winter setpoint 70 F Summer setpoint 75 F
Winter temperature difference 30 F Summer temperature difference 16 F
Total heatin_q load calculation 67012 Btuh Total cooling load calculation 70677 Btuh
Submitted heating capacity %of calc Btuh Submitted cooling capacity %of calc Btuh
Total(Electric Heat Pump) 109.1 73100 Sensible(SHR=0.75) 121.0 57225
Heat Pump+Auxiliary(O.OkW) 109.1 73100 Latent 81.6 19075
Total Electric Heat Pump) 108.0 76300
WINTER CALCULATIONS
Winter Heatin Load for 3739 s ft
Load component Load
Window total 459 sqft 13769 Btuh °Jalls(127°�) Ceilingsi,24
Wall total 3426 sqft 8514 Stuh Agndoers�2L }
Doortotal 69 sqft 957 Btuh
Ceiling total 3739 sqft 2847 Btuh Floors(17.£6}
Floor total See detail report 12001 Btuh
Infiltration 601 cfm 19825 Btuh
Duct loss 9100 Btuh
Subtotal 67012 Btuh r goors(1.4%) Cucu(13.n:t
Ventilation 0 cfm 0 Btuh
TOTAL HEAT LOSS 67012 Btuh
SUMMER CALCULATIONS Ir>fl.i2s.finj
Summer Coolin Load for 3739 sqft)
Load com onent Load
Window total 459 sqft 14951 Btuh
Wall total 3426 sqft 5208 Btuh
Door total 69 sqft 989 Btuh Vlalls(7.410} Ceilings(4.ti9a1
Ceiling total 3739 sqft 2847 Btuh Moors{1.4°fi}
Floor total 0 Btu h "'inda;;s(21Si
Infiltration 451 cfm 7930 Btuh
Internal gain 6240 Btuh
Duct gain 9130 Btuh
Sens.Ventilation 0 cfm 0 Btuh
Blower Load 0 Btuh Latentinti23�•'a) ,
Total sensible gain 47295 Btuh Infil.{3�,1�6}
Latent gain(ducts) 2786 Btuh = Int Gain(8.85�
18996 Btuh Latent gain(Infiltration)
Latent gain(ventilation) 0 Btuh " `''
Latent gain(internal/occupants/other) 1600 Btuh pucts(1�85fi:
Total latent gain 23382 Btuh
TOTAL HEAT GAIN 1 70677 Btuh
EnergyGauge®Sy Si ngvl'�
8th Edition PREPARED BY: ' f
. DATE:
EnergyGauge®/USRCZB v5.1
System Sizing Calculations - Sum mier
Residential Load - Room by Room Component Detail's
Project Title:
13312 NW BAYWOOD PLACE CALATLANTIC YORKSHIRE 6811
PALM CITY, FL
1/11/2017
Reference City: Fort Pierce, FL Temperature Difference: 16.0F(TMY3 99%) Humidity difference:62gr.
This calculation is for Worst Case.The house has been rotated 135 degrees.
. . ...........
a
ane Aga--ti. R.. rn: .... er
.....
.........
Type* Overhang Window Area(sqft) HTM Load
Window Panes SHGC U InSh IS Ornt Len Hgt Gross Shaded Unshaded Shaded Unshaded
I I NFRC 0.25,1.05 No No NW 1.5ft 5.0ft 6.0 0.0 6.0 22 34 203 Btuh
2 1 NFRC 0.30,1.07 No No NW 1.5ft 1.0ft 30.0 0.0 30.0 24 38 1128 Btuh
3 1 NFRC 0.25,1.05 No No NW 1.5ft 12-Of 8.0 0.0 8.0 22 34 271 Btuh.
4 1 NFRC 0.25,1.05 No No NW 31.5f 1.0ft 21.3 0.0 21.3 22 34 722 Btuh
5 1 NFRC 0.25,1.05 No No SE 1.5ft 1.0ft 20.0 6.6 13.4 22 34 608 Btuh
6 1 NFRC 0.25,1.05 No No SE 1.5ft 1.0ft 3.8 3.8 0.0 22 34 83 Btuh
7 1 NFRC 0.25,1.05 No No SE 1.5ft 1.0ft 30.0 9.8 20.2 22 34 911 Stuh
8 1 NFRC 0.25,1.05 No No SE 1,5ft 1 1.0f 8.0 0-0 8.0 22 34 275 Btuh
10 1 NFRC 0.25,1.05 No No SW 1.5ft 1.0ft 4.0 4.0 0.0 22 34 89 Btuh
11 I NFRC 0.25,1.06 No No SW 1.5ft 1.0ft 12.6 3.3 8.7 22 34 373 Btuh
12 1 NFRC 0.25,1.05 No No NE 16.5f 0.1ft 30.0 0.0 30.0 22 34 1016 Btuh
13 1 NFRC 0.30,1.07 No No NE 16.5f 0.1ft 72.0 0.0 72.0 24 38 2707 Btuh
14 1 NFRC 0.22,0.77 No No NE 1.5ft 1.0ft .40.0 0.0 40.0 17 27 1093 Btuh
I Window Total 1 1 285(sqft) 9479 Btuh
Walls Type U-Value R-Value Area(sqft) HTM Load
Cav/Sheath
I Concrete 131k,Hollow-Ext 0.09 9.0/0.0 894.9 1.4 1234 Btuh
2 Concrete Blk,Hollow-Ext 0.09 9.0/0.0 181.0 1.4 250 Btuh
3 Concrete Blk,Hollow-Ext 0.09 9.0/0.0 639.7 1.4 882 Btuh
4 Concrete Blk,Hollow-Ext 0.09 9.010.0 306.3 1.4 422 Btuh
5 Frame-Wood-Adi 0.09 11,010.0 55.3 1.6 84 Btuh
6 Frame-Wood-Ext 0.08 19.010.0 145.0 1.7 251 Btuh
Wall Total 2222 (sqft) 3124 Btuh
Doors Type Area(sqft) HTM Load
1 Insulated-Exterior 48-0 14.3 684 Btuh
2 Wood-Garage 21.3 14.3 304 Btuh
Door Total 69(sqft) 989 Btuh
Ceilings Type/Color/Surface U-Value R-Value Area(sqft) HTM Load
I Vented Attic/LlghtMi e 0.025 38.0/0.0 2817.0 0.76 2146 Btuh
2 Vented Attic/LightFrile 0.025 38.0/0.0 922.0 0.76 702 Btuh
Ceiling Total 3739 (sqft) 2847 Btuh
Floors Type R-Value Size HTM Load
1 Slab On Grade 0.0 2817(ft-perimeter) 0.0 0 Stuh
Floor Total 2817.0(sqft) 0 Btuh
Zone Envelope Subtotal: 16438 Btuh
EnergyGauge@ USRCZB v5.1 page 1
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL VERO_BEACH_MUNICIPAL A
13312 NW BAYWOOD PLACE CALATLANTIC YORKSHIRE 6811
PALM CITY, FL
" 1/11/2017
Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load
Natural 0.72 28170 0.65 292.4 5143 Btuh
Internal Occupants Btuh/occupant Appliance Load
gain 6 X 230 + 4400 5780 Btuh
Sensible Envelope Load: 27361 Btuh
Duct load Extremely sealed,Supply(R6.0-Attic),Return(R6.0-Attic) (DGM of 0-301) 8242 Btuh
Sensible Zone Load 35604 Btuh
s - -
.r--
4?0 Q1'en �t�' CAS .O,•.IRa� -Type* Overhang Window Area(sgft) HTM Load
Window Panes SHGC U 1nSh IS Omt Len H t Gross Shaded Unshaded Shaded Unshaded
9 1 NFRC 0.30,1.07 No No NW 1.5it 1.0ft 60.0 0.0 60.0 24 38 2256 Btuh
15 1 NFRC 0.25, 1.05 No No SE 1.5ft 1.0ft 15.0 4.9 10.1 22 34 456 Btuh
16 1 NFRC 025,1.05 No No SW 1.5ft 1.0ft 15.0 4.9 10.1 22 34 456 Stuh
17 1 NFRC 0.25,1.05 No No SW 1.5ft 1.0ft 24.0 9.8 14.2 22 34 705 Btuh
18 1 NFRC 0.22,0.77 No No SW 16.Of 1.0ft 24.0 24.0 0.0 17 28 409 Btuh
19 1 NFRC 0.22,0.77 No No NW 1.5ft 1.Oft 30.0 0.0 30.0 17 27 820 Btuh
20 1 NFRC 0.25,1.05 No No NW 1.5ft 1.0ft 6.0 0.0 6.0 22 34 203 Btuh
Window Total 174 sgft) . I5304 Btuh
Walls Type U-Value R-Value Area(sgft) HTM Load
Cav/Sheath
7 Frame-Wood-Ext 0.08 19.0/0.0 255.7 1.7 443 Btuh
8 Frame-Wood-Ext 0.06 19.0/0.0 355.4 1.7 615 Btuh
9 Frame-Wood-Ext 0.08 19.0/0,0 174.7 1.7 302 Btuh
10 Frame-Wood-Ext 0.08 19.0/0.0 418.4 1.7 724 Btuh
Wall Total 1204 sgft) 2084 Btuh
Floors Type R-Value Size HTM Load
2 Slab On Grade 0.0 -922(ft-perimeter) 0.0 0 Btuh
Floor Total 922.0 (sgft) 0 Btuh
Zone Envelope Subtotal: 7388 Btuh l
Infiltration Type Wholehouse ACH Volume(cuft)Wall Ratio CFM= Load
Natural 0.72 9220 0.35 158.5 2787 Btuh
Internal. Occupants Btuh/occupant Appliance Load
gain 2 X 230 + 0 460 Btuh
Sensible Envelope Load: 10635 Btuh
Duct load Extremely sealed,Supply(R6.0-Attic),Retum(R6.0-Attic) (DGM of 0.082) 874 Btuh
Sensible Zone Load 11510 Btuh
EnergyGauge@)/USRCZB v5.1 Page 2
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL VERO_BEACH_MUNICIPAL_A
13312 NW BAYWOOD PLACE CALATLANTIC YORKSHIRE 6811
PALM CITY, FL
1111/2017
..1
j zlY...:....:........,,>•.:..... ....... ..:. .. ,_:. e,....... -
1
's��?[C'�~:IDAd
¢1G
w ron� .rill�be::a�Ii' ra
Tlli`rr°���ol bra rn` o. xcr�rs. w
71
Windows July excursion for System 1 0 Btuh
July excursion for System 2 168 Btuh
e Excursion Subtotal: 168 Btuh
Duct load 14 Btuh
Sensible Excursion Load 182 Btuh
I
EnergyGauge®/USRCZB v5.1 Page 3
Manual J Summer Calculations
Residential Load - Component Details (continued)
Project Title: Climate:FL—VERO—BEACH—MUNICIPAL—A
13312 NW BAYWOOD PLACE CALATLANTIC YORKSHIRE 6811
PALM CITY, FL 1/1112017
...........................
.........
...................
.............
...... .. ....
............
Sensible Envelope Load 27361 Btuh
Window Excursion 0 Btuh
Cooling Loads Sensible Duct Load (duct gain multiplier of 0.301) 8242 Btuh
Sensible ventilation 0 Btuh
For System(s): Zone Sensible gain 36604 Btuh
I Latent infiltration/ventilation gain 12320 Btuh
Serving Zones: Latent duct gain 2526 Btuh
Latent occupant gain 1200 Btuh
Latent other gain 0 Btuh
Total block load 51650 Btuh
Sensible Envelope Load 10635 Btuh
Window Excursion 168 Btuh
Cooling Loads Sensible Duct Load (duct gain multiplier of 0.082) 888 Btuh
(includes 14 Btuh due to window excursion)
Sensible ventilation 0 Btuh
For Systern(s): Zone Sensible gain 11691 Btuh
2 Latent infiltration/ventilation gain 6676 Btuh
Serving Zones: Latent duct gain 260 Btuh
2 Latent occupant gain 400 Btuh
Latent other gain 0 Btuh
Total block load 19027 Btuh
EnergyGaugeO USRCZB v5.1 Page 4
Manual J Summer Calculations
Residential Load - Component D6tails (continued)
Project Title: Climate:FL—VERO—BEACH—MUNICIPAL—A
13312 NW BAYWOOD PLACE CALATLANTIC YORKSHIRE 6811
PALM CITY, FL
1/11/2017
.... ..........
...........W. .H0tA-'-"
...........
. ........
N
Sensible Envelope Load All Zones 38166 Btuh
Sensible Duct Load 9130 Btuh
Total Sensible Zone Loads 47295 Btuh
Sensible ventilation 0 Btuh
Blower 0 Btuh
Whole House Total sensible gain 47295 Btuh
Totals for Cooling Latent infiltration gain (for 62 gr- humidity difference) 18996 Btuh
Latent ventilation gain 0 Btuh
Latent duct gain 2786 Btuh
Latent occupant gain (8.0 people @ 200 Btuh per person) 1600 Btuh
Latent other gain 0 Btuh
Latent total gain 23382 Btuh
TOTAL GAIN 70677 Btuh J
�.p
1. Central Unit # 58500 Btuh
2. Cen&al Unit # 17800 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(Y2))
(Ornt-compass orientation)
Version 8
EnergyGauge@ I USRCZB v5,I Page 5
PERMIT #:66-SF-1728176
APPLICATION #:AP1268277
STATE OF FLORIDA
l- DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM FEE PAID:
CONSTRUCTION PERMIT
RECEIPT #:
/ .~`°° '• DOCUMENT #:PR1043369
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: (Standard Pacific of FL GP,Inc)
PROPERTY ADDRESS: 13312 NW Beywood PI Palm City,FL 34990
LOT: 37 BLOCK: SUBDIVISION: Riverbend
PROPERTY ID #: 4425-703-0042-000-1 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
381.0065, F.S„ AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT ,TO MODIFY THE
PERMIT APPLICATION. SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 800 ] GALLONS / GPD Aerobic Unit Aouaaire AA800 CAPACITY
A [ 450 ] GALLONS / GPD Pre treatment tank CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ 450 ] GALLONS DOSING TANK CAPACITY [77.00 ]GALLONS Q[ 6 ]DOSES PER 24 HRS #Pumps [ 1 ]
D [ 576 7 SQUARE FEET Netafim drib Line SYSTEM
R [ ] SQUARE FEET NIA SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED bd MOUND [ ]
I CONFIGURATION: [x] TRENCH [ ] BED [ 3
N
F LOCATION OF BENCHMARK: Top nail on curb
I ELEVATION OF PROPOSED SYSTEM SITE 13.00 ] [ INCHE3 FT 3 [ABOVE BELOW BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 3.00 111 INCHES FP II ABOVE BELOW]SENCHMARK/REFERENCE POINT
L
D FILL REQUIRED: [24.003 INCHES EXCAVATION REQUIRED: [ 65.001 INCHES
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons(2 per bedroom),for a total estimated flow
of 460 gpd.
T Performing Lift Dosing.
H Pumps must be certified as suitable for distributing sewage effluent.
The licensed contractor installing the system is responsible for installing the minimum category of tank In accordance with
E s.64E-6.013(3)(0,FAC.
NEEDS BI-ANNUAL OPERATING PERMIT/ME CONTRACT FOR 2 YEARS
R
SPECIFICATIONS BY: TITLE: �►
APPROVED BY; TITLE: Env. Sup 11 St.Lucie CHD
victor Faconti
DATE ISSUED: 12/28/2016 EXPIRATION DATE: 0 6/2 812 0 1 8
DH 4016, 08/09 (Obsoletes all previous editions which may not b d)
Incorporated: 64E-6.003, PAC Page 2 of 3
v 1.1.4 AP12GB277 EIE10 W7PY
1 _
NOTICE OF RIGHTS
A party whose,substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department,within twenty-one(21)days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way, BIN A-02,Tallahassee, Florida 32399. The
Agency Clerk's facsimile number is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order
will constitute a waiver of your right to an administrative hearing, and this order shall become
a'final order'.
Should this order become a final order,'a party who is adversely affected by it is
entitled to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings
are governed by the Florida Rules of Appellate Procedure. Such'proceedings may be-
commenced by filing one copy of a Notice of Appeal with the Agency Clerk of the
Department of Health and a second copy, accompanied by the filing fees required by law,
with the,Court of Appeal in the appropriate District Court. The notice must be filed within 30
days of rendition of the final order.
St. Lucie County Health Department
Hno 5150 NW Milner Dr Port Saint Lucie, FL 34983
PAYING ON: PERMIT#:56-SF-1728176 BILL ooc#:56-BID-3322933 CONSTRUCTION APPLICATION#:AP1268277
RECEIVED FROM: The Milcor Group, Inc. AMOUNT PAID: $400.00
PAYMENT FORM: CREDIT CARD PAYMENT DATE: 12/22/2016
MAIL TO: (Standard Pacific of FL GP,Inc)
FACILITY NAME:
PROPERTY LOCATION:
13312 NW Baywood PI
Palm City,FL 34990
Lot: 37 Block:
Property ID: 4425-703-0042-000-1
EXPLANATION or DESCRIPTION: QUANTITY FEE
-1 -OSTDS.Construction Application and Plan Review,New 1 $ 100.00
126-OSTDS Construction Permit(New or Mod,Amendment) 1 $ 55.00
127-OSTDS Construction System Inspection 1 $ 75.00
128-OSTDS Construction System Inspection Research Fee 1 $ 5.00
133-OSTDS Construction Reinspection 1 $ 50.00
-1.-Surcharge (All) 1 $ 15.00
-1 -OSTDS New Permit Surcharge 1 $ 100.00
RECEIVED BY: VanceMH AUDIT CONTROL NO. 56-PID-3160809
l
r STATE ,OF FLORIDA PERMIT NO.
DEPARTMENT OF HEALTH DATE PAID: ! Q,Z
ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID: �t !Tb
•,� SYSTEM RECEIPT #:
`0p"` APPLICATION FOR CONSTRUCTION PERMIT
APPLICATION FOR:
[x 3 New System C 3 Existing System [ 7 Holding Tank [ ] Innovative
[ ] Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT: Standard Pacific of Florida GP, Inc.
AGENT: The Mi1Cor Group, Inc. TELEPHONE: 772-223-6850
MAILING ADDRESS: 6526 S Kanner Highway, Stuart, FL 34997
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3) (m) OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION
LOT: 37 BLOCK: SUBDIVISION: Riverbend PLATTED: Yes
PROPERTY ID #: 4425-703-0042-000-1 ZONING: PUD I/M OR EQUIVALENT: [ Y / N ]
PROPERTY SIZE: ACRES WATER SUPPLY: [ ] PRIVATE PUBLIC C ]<=2000GPD [ ]>20000PD
IS SEWER AVAILABLE AS PER 381.0065, FS4 [ Y / N ] DISTANCE TO SEWER: FT
PROPERTY ADDRESS: 13312 NW Baywood Place, St. Lucie County, FL
DIRECTIONS TO PROPERTY:East on Becker Rd. for approximately 2.5 miles to Gilson
Rd. Then north on Gilson Rd. for approximately a mile. Then
East-on NW Radciittay.
BUILDING INFORMATION [ X] RESIDENTIAL [ ] COMMERCIAL
Unit Type of No. of Building Commercial/Institutional System Design
No Establishment Bedrooms Area Sqft Table 1, Chapter 64E-6, FAC
1
Single Family 3 3692
2
[ ] Floor/E ipm t ai [ (SQec fy)Ok 4;Z
LU
`�
SIGNATURE: _ DATE 14 t
1 l�
� ��`�;
!'•••
DH 4015, 08/09 cletes previous edii''ons-.Vhich m�E,�y i.�e used)
Incorporated 64E-6.001, PAC ��/� * .. 5 ,66 Page 1 of 4
.� 37 -
STATE OF FLORIDA PERtr1IT #.
DEPARTMENT OF HEALTH
O.WSITE SEWAGE TREATMENT AND DISPOSAL SYSTEM
SITEI EVALUATION AND SYSTEM SPECIFICATIONS
APPLICANT: [,/�' \ /1' ��`�^"��' AGENT: L k \A-,
LOT: 7-7� BLOCK: SUBDIVISION: iz L
PROPERTY ID if: t/t�-Lo3—Qv�(2-GuU ^r [Section/Township/Parcel No. or Tax ID Number]
TO BE ComPLETED BY ENGINEER, HEALTH DEPARTMENT zmmoYEE,OR OTHER QUALIFIED PERSON. ENGINEERS
MUST PROVIDE REGISTRATION NUMBER AND SIGN AND SEAL EACH PAGE OF SUBMITTAL. COMPLETE ALL ITEMS.
CC
PROPERTY SIZE CONFORMS TO SITE PLAN: [�] YES [ ] NO NET US .A AVAILABLE: %5S5 ACRES
TOTAL ESTT�� SEWAGE FLOW: 4�� GAIXA 2dS PER DAYZ[RESIDEN S 3'S . OTHER-TABLE2]
AUTHORIZED SEWAGE FLOW: 1 _j GALLONS PER DAY [1500 GPD/ACRE O 00 GPD ]
UNOBSTRUCTED AREA AVAILABLE: ^� SQFT UNOBSTRUCTED AREA REQUIRED: SQFT
y
BENcHmARK/REFERENCE POINT LOCATION: rD A A f 14 C f' Ps {l e FfoT
ELEVATION OF PROPOSED SYSTEM SITE 19 AMr
gX01FT] [AEOVL E ] BENCHMARK/REFERENCE POINT
THE MINIMUM SETBACK WHICH CAN BE MAINTAINED FROM THE ?POSED SYSTEM TO THE FOLLOWING MTM22S
SURFACE WATER: /%),g' FT DITCSF.S/ S: FT ORMALLY WET? K YES NO
WELLS: PUBAIC:�FT LIMITED USE: FT PRIVATE: Z NON-POTABLE: FT
BUILDING FOUNDATIONS: i7� FT PROPERTY LINES:_�T FT POTABLE WATER LINES:jW_PT
SITE SUBJECT TO FREQUENT FLOODING: [ ] YES [M NO 10 YEAR FIAODING? [��] YES yi NO
10 YEAR FLOOD ELEVATION FOR SITE:_ 71Al FT MSL/NGVD SITE ELEVATION: FT MSL/NGVD
SOIL PROFILE INFORMATION SITE 1 SOIL PROFILE INFORMATION SITE 2
MUNSELL #/COLOR TEXTURE DEPTH MUNSELL #/COLOR TEXTURE DEPTH
K To / fl r t( Ff/� U To/
o S � To
To Sz
'1'o Z:L _ o (1. 5 S TO 7
TO TO
TO TO
_._..TO O
TO TO
TO
USDA SOIL SERIES: 7r /..4-- USDA SOIL SERIES: . V i.. C"f"0
OBSERVED WATER TABLE: INCHES [ABOVE / O EXISTING GRADE. TYPE: (PERCHED / 14iPAREml
ESTIMATED WET SEASON WATER TABLE ELEVATION: lK_._ INCHES [ABOVE /CI� EXISTING GRADE
HIGH WATER TALE VEGETATION: [ ] YES [x] NO L OTTLING: [A YES [ ] NO DEPTH: INCHES
-SOIL /LOADING RATE FOR SYSTEM SIZING: DEPTH OF EM ION:
DRAINFIELD CONFIGURATION: V/ CH J [ ] [ ] Omm {SPECI \110 I I-Of/ A.
REMAR //ADDIT7PNAL CRITERIA: /7�S `7��( 11
fil L /� (,L 1 f 1 y f..
I� M
M
SITE EVALUATED BY:
DS 4025, 08/09 (Obsalates previous editions which may not be used) Incorporate ' 4E� .A ii� e 3 of 4
*J
off
REPRESENTATIVE AUTHORIZATION
Riverbend Subdivision
J
Please be advised that the undersigned has authorized the following person(s)to act on
their behalf in seeking approval for the above referenced application:
Melissa G. Corbett,P.E.
The Milcor Group,Inc.
6526 South Kanner Highway#236
Stuart, Florida 34997
(772)223-8850
Witness% /
St1/f31� t��c.t�c/' By:
ri t Name
Print Name
ACKNOWLEDGEMENT
STATE OF ! t r
COUNTY OF /}/
The foregoing was acknowledged before me this `L• day of �"���^h� ,
20 (r' by Q"&'h(" COO'. ,and ] is personally
known to me or[ )has produced as
identification.
Notary Stamp Notary Public
�,►"'�''��, SIVAN SHACHAR
•' tdY COMMISSION NFF007026
EXPIRES April 1O.2017
Or M1
t�p7)�pg•4153 FletldnNotnrySetvlco.eom
APPLICANT'S NAME:- Standard Pacific of Florida GP, Inc.
LEGAL DESCRIPTION: Ri.verbend (PB 67-36)- Lot 37
I certify that there are no potable private wells within 75 feet of the available area for the
proposed septic system, that there are no non-potable wells within 50 feet of the available area
for the proposed septic system, that there are no wells within 25 feet of a pesticide-treated
building foundation,that there are no public wells that serve less than 25 people or less than
15 homes or businesses within 100 feet of the proposed septic system, that there are no public
wells that serve more than 25 people or more than 15 homes or businesses within 200 feet of
the proposed septic system, that the water line from the water meter or well to the structure is
at least 10 feet from the available area for the proposed septic system unless the plans show
the line to be double sleeved, that there is not a gravity sewer line, low pressure sewer line or
vacuum sewage line in a public easement or right-of-way that abuts the property, that there
are no'Iakes, streams,wetlands, or surface water within 75 feet of the available area for the
proposed septic system unless the property was created prior to 1972, that the septic system is
proposed on the side of the lot farthest from surface water, that all private wells, septic
systems and surface water on adjacent or contiguous land within 75 feet of the applicant's lot
are shown on the site plan, that all public wells within 200 feet of the applicant's lot are
shown on the site plan,,and that the location of building or residences, swimming pools,
recorded easements, paved areas or driveways, sidewalks, the general slope of the property,
filled areas, drainage features, and surface waters.such as lakes,ponds, streams, canals, or
wetlands are shown on the applicants lot.
The natural grade elevation in the area of the proposed septic system and the benchmark must
be shown on the site plan. Please locate the benchmark within 200 feet of the proposed septic
system.
llltlttt��
% • •• ••
NOTE: MUST BE CERTIFIED BY A FLORIDA CERTIFIED BY:
REGISTERED SURVEYOR OR ENGINEER. FLORIDA PROhF,��ICSAIA NO.:
DATE: . 19p -OBLNOcQ 0:0
dots/forms/septics/5epticApppPnge207 „ us
A.u/, Z N CO
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The I. fY'{ December 19,2016
=M3i1C'or� � Via: Priority Mail
Melanie Vance
Once
St. Lucie County Health Department
5150 NW Miln rr Drive
:-
a
y,yTk- -� `,;t- � ; Port St. Lucie,FL 34983
'Y'' " ?'.};rx4•�:+.may �•'`? e r:rJ t i c r-. c:_ _ za �. r t:r..1 .. • ...t- - -_, ..- I C.' c _ .r t I ..•1 _ .. _ ,
Ert ineerin .7•,i
z Re: Riverbend -Lot 37
alsu�fatriatiie�.�j
Septic System Permit Application
�,envlraninent;
64
Dear Ms. Vance,
Attached please find an application for single family residential septic system permit,
including the following documents:
1. Signed and sealed Application for Construction Pen-nit(DH 4015 Page I of 4);
2. Signed and sealed Site Evaluation and System Specifications(DH 4015 Page 3 of 4)•
3. Representative Authorization document;
Via.: !'.'t 4. Signed and sealed Septic System Site Information Certification;
5. Signed and sealed System Design Criteria;
6. Three(3) 11 x 17 signed and sealed lot Site Plan(PIease charge to the credit card on file);
>.f :t
7. Three(3) 11 x 17 Floor Plan;and
8. Application fee of$400.00.
If you have any questions,please do not hesitate to call me at(772)223-8850.
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i y i:�*�`�c�•-k�����:�.,_-.=tk,lj PAProJectAS 12-Standard Pacifc\ DID-Riverbendl ermitting1SePticli of 371SLC Health Dept Lot 37 septic appflcation cover
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System Design Criteria
for
Standard Pacific of Florida
13312 NW Baywood Place, Port St. Lucie, FL 34983
y (Lot 37, Riverbend PUD)
Aerobic Treatment Unit
With Drip Irrigation
Prepared By: Todd N. Smith, PE, Inc.
121 Hinchman Ave.
Sebastian, FI. 32958
772-589-8722
I certify that the engineering features of this aerobic treatment system have been designed
or specified by me and conform to engineering principles applicable to such projects. In
my professional judgment,this system,when properly constructed,operated and
maintained,will achieve the established performance standard and comply with all
applica Ie�$jIVIps of the State of Florida and the rules of the Department.
Toad N:%mitl P.
reside
• :.�r19ne�i* `s #42082
4Si016
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Drip Design Calculator
Job Name/Homeowner: Standard Pacific of Florida
Address: _13312 NW Bavwood Place,Port St. Lucie,FL 34983
Permit Agency �St.Lucie County Health Department
Installer Name Brian Davis Septic
Designed By: Todd N. Smith,PE,Inc.
Date: December 13,2016
_ Gallons Per Day: 460 gpd
Soil Loading Rate(GPD,Per Sq.Ft.) 0.8
Recirculation Rate: 12.68 gpm
Minutes Per Dose 15
Emitter Spacing(ft.) 1
Sq.Ft. of Application Area 576
Drainfield Reduction: 0%
Linear Feet of Tubing 288
Number of Emitters 288
Linear Feet of Tubing Per Zone 288
Number of Zones 1
Emitters Per Zone 288
Drip Rate(GPH) .90
Gallons Per Minute Per Zone 4.32
Minutes Per Day Per Zone 107
Doses Per Zone 6
Total Doses Per Day 6
Time Between Doses in Hours 3.70
Total Run Time in Minutes 107
Maximum Connections to Manifold 8
Gallons Per Dose 76.7
Total Dynamic Head Calculation
(TDH=Static Head+System Operating Head+Dirty Filter+Total Friction Head)
Static Head= 5.42 ft.
J System Operating Head (29 psi) = 67 ft.
Dirty Filter= 11.5 ft.
Friction Operating Head
Header Diameter = 1.00 in..
Type of Fitting Eq. Length Quantity Total Eq.Length
1" Std. Tee 1.7 ft. 6 13.6 ft.
1"90 Degree STD Elbow 5.3 ft. 4 21.2 ft.
Total Fitting Equivalent Length= 34.8 ft.
Actual Length of Discharge Pipe= 140.2 ft.
Total Pipe Length= 175.0 ft.
Total Friction Losses in 1"diameter discharge line
GPM HI in fV100ft HI of 175' of 1" Static+ Total Discharge
Dia. Operating Head Head(ft.)
+DirtyFilter
0 0 0 83.92' 83.92'
15 11.70' 1 20.48' 1 83.92' 1104.40'
20 18.90' 1 33.08' 1 83.92' 1 117.00'
Use Sta-Right S.T.E.P. Plus D-Series 4" Submersible Pump
(20 gpm-- % HP)
Pump Curve shows 17.0 gpm @ 110 ft. of head
System needs 4.68 GPM
. Recirculation 17.0 GPM-4.32 GPM= 12.68 GPM
Residential: 460 GPD
Maximum Lot Flow 1,387 GPD
(On Public Water-Lot Area=26,318 SF
All.Lot Flow=24,173 SF)/43,560 sf/acre x 2,500 gpd/acre=1,387 GPD
Drip Area Required: 575 sq.ft.
Drip Area Provided: 576 sq.ft.
Obstructed Green Area Required: 864 sq.ft.
Unobstructed Green Area Provided: 1,000 sq.ft.
System Design Criteria
Residence is 4 Bedroom(4,050 sf >Habitable Area >3,300 sf)=460 GPD
Drip System to be placed in Trench System
460 GPD/.8 GPD per sq. ft.=575 sq. ft.of drainfield
0%drainfield reduction for aerobic treatment standard 64E6.012(2)h
Drainfield Requirement=575 sq. ft. of drip irrigation
6 Lines at 48 feet long with emitters every foot and lines greater than 24" apart
288 emitters in 4 loops x 2 sq. ft.per emitter=576 sf
Contigency Plan
I. At high water level, the system will start alarm. The owner must contact the
maintenance entity within 24 hours.
2. Maintenance entity personnel will inspect the system and make necessary repairs
within 36 hours as per 64E-6.012(4)(b).
3. Owner shall pump the tank as required to keep trash out of the aeration chamber.
Operation and Maintenance
The operation and maintenance manuals are provided to the installer and maintenance
entity at the time of installation.
Installation
Installation instructions will be provided by Brian Davis Septic on site to insure proper
construction and installation.
DRIP EFFLUENT DISPOSAL SYSTEMS
DESIGN CRITERIA- Dated Dec. 13,2016
Drip effluent disposal systems shall be permitted as an alternative drainfield option for
use in Performance-Based Treatment Systems in the State of Florida. The following
criteria apply..
Florida registered professional engineer shall design all drip effluent disposal systems
and the design shall include and consider the following:
I. Drip effluent disposal systems shall be considered performance-based treatment
systems.
2. Effluent for drip effluent disposal systems shall be pre-treated to reduce both the 5-
day Carbonaceous Biochemical Oxygen Demand (CBODs)and the Total Suspended
Solids(TSS)to each be less than 20 mg/l (Secondary Treatment Standards).
3. The infiltrative area required shall be the same as the area required for a mineral
aggregate drainfield with reductions all for the reduction of CBODs and TSS as
noted in'the Florida Administrative Code,Chapter 64E-6 Part IV,Performance-
'Based Treatment Systems.
4. In a bed configuration,the drainfield area shall be calculated as extending one foot
beyond the sides of the outermost emitter lines.
5. In a trench containing a single distribution line,the drainfield area shall be
calculated as 2 feet x the emitter spacing in feet x the number of emitters.
6. Drip effluent disposal systems shall be considered pressure distribution systems.
7. Head loss calculations shall be provided to insure proper hydraulic pressure at the
emitter.
8. Pump selection shall be indicated in the design specifications. Pump performance
curves shall be provided.
9. Re-circulation rates shall be indicated on the drawings.
10. Check valves,petcocks,inline filters,and vacuum breaking device locations shall be
indicated on the drawings.
11. Drip effluent disposal systems shall be time-dosed over the 24 hour period. Demand
control dosing shall override timed-dosing in periods''of flow where timed dosing
cannot handle the excessive flow.
12. All drip emitter systems shall be designed as continuous loop circuits with no dead-
end emitter lines. All systems need to incorporate a mechanism for backwashing or
flushing.
13. Drip effluent disposal systems shall meet the following operating parameters:
* Minimum operating pressure at the emitter head shall be 10 psi.
* Maximum operating pressure at the emitter head shall be 45 psi.
* Maximum system operating pressure shall be 60 psi.
* Maximum discharge rate per emitter shall be 1.5 gallons per hour.
,14. Drip emitter lines shall be drawn to scale and drip emitter spacing shall be indicated
.on the drawings.
15. The maximum emitter longitudinal spacing on a distribution line shall be 2 feet.
The maximum distribution line spacing in a bed configuration shall be 2 feet.
16. The 24 inch separation from the seasonal high water table shall be measured from
the emitter orifice.
17. Setbacks shall be measured from the drip emitter lines.
18. There is no drainfield sidewall in a drip-effluent disposal system. The definition of
a filled system in a 64E6.002(24),Florida Administrative Code,is not applicable to
drip effluent disposal systems. A drip effluent disposal system is considered to be a
mound system when any part of the bottom surface of any drip emitter line is located
at or above the elevation of undisturbed native soil in the drainfield area. A drip
effluent disposal system us considered a standard sub-surface drainfield system
j when the entire bottom surface of every drip emitter line is installed below the
elevation of undisturbed native soil in the drainfield area.
19. For mound systems there shall be a minimum separation of 18 inches between the
r shoulder of the fill and the nearest drip emitter line. Mound system slopes shall be
in accordance with s. 64E-6.009(3)(f),Florida Administrative Code. Mound systems
shall be stabilized in accordance with s. 64E-6.009(3)(f),Florida Administrative
Code.
20. For standard sub-surface systems,the elevation of any fill covering the drainfield
shall ex#end no less than 18 inches away from all emitter lines before tapering down
to natural grade.
21. Minimum cover on the distributions lines shall be 6 inches for standard sub-surface
systems and 9 inches for mound systems. The maximum cover for all systems shall
be no greater than 12 inches.
22. The system shall include a petcock on the dosing pump discharge line for effluent
sampling in lieu of the installation of monitoring ports required in s.64E-6.029(2),
Florida Administrative Code.
23. All on-site sewage treatment and disposal systems that include a drip effluent_
disposal system shall have an annual operating permit,maintenance contract with an
approved performance-based system maintenance entity and shall be inspected in
accordance with a 64E-6.027(5),Florida Administrative Code.
24. Manufacturers of drip effluent disposal system distribution lines,emitters, and
components shall apply for and obtain approval for specific model numbers or part
numbers prior to inclusion of the components on any site specific permit application.
25. Manufacturer's of drip effluent disposal system components shall provide design and
installation manuals for engineering and construction guidance. Design manuals
shall include tables that detail flow rates vs.pressure and pressure loss per length(s)
of distribution pipe.
Answers for Drip Effluent Disposal Systems Design Criteria for the State of Florida
Dated Dec. 13,2016
1. Compliance
2. 2.9 mg/1 CBODs - 4.43 mg/1 TSS (30 day effluent average-ANSUNSF Standard
40)
3. Compliance
4. Compliance
5. Compliance
6. Compliance
7. Head Loss Calculations Provided
Pressure Loss in 175.0 feet of 1"tubing&dirty filter is 17.11 psi.
Pressure Loss in return line=5.52 psi
Flow Rate while the system is running is 17.0 GPM.
Pump is capable of producing 17 GPM at 110 ft. of head
Pressure to field will be adjusted to achieve a maximum of 30 PSI on the supple
manifold by opening the by-pass petcock located in the pump tank.
8. Pump Curve attached
9. 17.0 GPM, filter flush return line, 4.88 GPM during field flush,
12.12 GPM in pump tank.
10. Located in Headworks.
11. Compliance
12. Compliance
13.Minimum operating pressure at emitter head is greater than 10 psi
Maximum operating pressure at emitter head is less than 45 PSI
Maximum system operating pressure is less than 60 PSI
Maximum will be.90 GPH per emitter.
14. Compliance
15: Compliance
16. Compliance
17. Compliance
18. Compliance
19. Compliance
20.Compliance
21. Compliance
22.Compliance .
23.Compliance
24. Completed with FDOH
25.Drip Manual given to Installer and Engineer
I
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Models AA50%60097501 800,1000, 12001 1500 In One Piece
Tank with Lid
EKtemal Risers noted 204 diameter
either ounctele or poly
E AltemateAeratw ocauons
A{u;es8 AcceSB .�"
31V Schedule 40 PVC not
rram Pt�wn W LF ont r� " e
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it Dmp UnaH
3"
LL. r Deflection
3" 3 piss
—D —A-
"Extend W into liquid depth on AA1500
Schedule
Designation Capacity Loading Volume Volumes Volume A B C D E F G H
AA500 500GPD 1.25 748 560 188 68 71 64 60 63 104 4&/. 55
AA600 600GPD 1.50 857 642 215 7Th 60%: 64 60 63 21% 52Y 55
AA750 750GPD 1.85 1076 B01 275 97'/= 1004 64 60 63 29Y.. 64'/, 55
AA1000 1000GPD 2,50 1420 1063 357 111 114 64 71 74 35'/. 71% 55
AA1500 1500GPD 3.75 2216 1699 517 131 134 74 71 74 3r/a as% 85
AA900 00GPD 2.0 1155 858 297 84 87 66 71% 74% 24% 55'/. 57
AA1200 1200GP 3.0 1751 1300 451 86 89 7-1 86 89 24'/. 57'/. 68
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DRIP FIELD CROSS SEC' 7ON
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WITH EMrMRS EVERY:t FOOT
INSTALL DRIP TUBE fill-9"BELOW 1r'INAL GRADE
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WSWT M>24"Below Emitters
y
Effective Soli Depth-4211 Below Emmitters
I.oap Loop
Supply Lines >2*11
I FT
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Supply Line Length Vaties
Emitter
Return Line 1"dis
to Pump Tank
.Return Manifold I"der.
' Supply Line
Air ReUef Valve Supply Manifold I"dla. I"din from
Pump Tank
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Desl�n
Group-.,�
FDOH'n St.Lucie County
Environmental Health n ° 7
Site Plan Approved for Constru o�DEIIDN i RODP
THE 6811 MODEL Supersedes Al P�vious Site PIE211
1NG•� �nc� y '0"t�NS 1 S# 1W O 11 / rtRor&yy��►ell# �'
Date: --Z��t(�J
F01t Reviewer.
STANDARD PACIFIC HOMES
Making You Right At Home
f
825 CORAL F11MCSE OR. CORAL SPRINCdS, FL 337C)1 s
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•STATE OF FLORIDA SQ.FT. CALC.'S INDEX OF DRAWINGS
CERTIFIED BUILDING CONTRACTOR: 2`
as �tt SHEET # DESCRIPTION r�
STANDARD PACIFIC HOMES ee na.�lxly i0f art. O EPAGE PC SI01 FAR NODS
e25 CORAL RIDGE DR. 'pD 00"' ' °3R IS CUTERC A PG NI 42 TANS
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ASA DC/ULS ELEVATION•A' PG , nRrr I"Bum PUN LOT y37 13312
AUI DRADS:F]LTAIIAY'Or PC MMO RRH LIFT BEAN PUN
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DI DOOR I}IC I- ORA09 PC 1411A➢OW HONING PLL4
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PROFESSIONAL ARCHITECT: D EILCDDCAL nmR PA I vc 54012"or FWMG�N
Q PLMGIN AL FLUOR
P I FDIX DOGMY PC K 011A ROOF THANDID PLAY rRO4LCT
DAMES CANTiPELL PI PIAND! F1COB PLAN PO ISOI IIX9pNS AND DETAILS .. 7
AR No. 12079 w I DnmCc FLOOR E a NOTES taeaeu
YI Im7E5lOCAL FLOOR PLAY PC 350:"_grnD19 AND DETAILS
Pc ssm S,rnDIo AND nEu➢s YORKSHIRE
A.B.DESIGN CROUP.INC. PC 5504 EMNI AND DETAILS 'PLAN 2'CRII
1441 NORTH RONALD REAGAN BLVD.
LONGWOOD,FI.DRIOA 32750 ELEVATION "A
TDI:(407)774-607B cuNADc OTAARIOI
FOR:(407)774-4078
RIGHT
PADID
DESIGN CRI E IA.
-FLORIDA RZINC COOS(FBC)2014 RESIDENTIAL
FI• ARIDA FIRE PREVENTION CODE 5TH EDITION COVER PAGE
•NATIONAL ELECTRICAL CODE(NEC)-20H EDFITON
•FOCR 2D14.57H EDITION ELECTRICAL PROVISIONS
-ALL LOCAL AND STATE CODES
vo IA�I wvWe N:
.00CUPANCY -RESIDENTIAL GROUP R3
.CONSTRUCTION TYPE -VB AIG4IELT
.
EON.INTERIOR FINISH -CLASS B
.BASIC WIND 5PEED(Vw)-I7o IHI DO MUREC
•1-STORY RESIDENCE
•2-STORY RESIDENCE -'YAE.HEIGHT AS PER
LOCAL AND STATE CODES
-SEE STRUCTURAL DRAWINGS FOR MORE INFO
SPPCDIC PMOYafIlT PRDY R8C 201N[N Al.
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LOT #37 13312
use w:Lr•KITCHEN--ISLAND -f:u NW, PLACE BAYWOOD
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COUNTER TO ""1790'9.037
YORKSH(RE
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