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HomeMy WebLinkAboutRevisionOFFICE USE ONLY:
DATE FILED:
REVISION FEE:
I• LOCATION/S E
ADDRESS: Galeria
PERMIT # 1712-0728
RECEIPT
PLANNING & DEVELOPMENT SERVICES MAR 2 7 7018
BUILDING & CODE REGULATION DIVISION Permitting Department
2300 VIRGINIA AVENUE St. Lucie County
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
wli` ac endows and Addinga 6x 10 Slab Off
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LLICI
BUSINESS NAME: orporation
QUALIFIERS NAME,-
ADDRESS: 8000 South U wy, ui e
CITY: o ucie STATE:
PHONE (DAYTIME): - r3-- F
OWNER/BUILDER INFORMATION: _—
NAME: Wynne Building Corporation
ADDRESS: out wy. I aulwwz
CITY:
PHONE:
ARCHITECT/ENGINEER INFORMATION:
ZIP 3-_
FAX: (772) 878-7656 --
NAME: IJKADEN & BRADEN
ADDRESS:
CITY: �TIIART
PHONE (DAYTE • STATE: FL
772 287-825ZIP: 34996
Revised 07/22/2014 a
File COPYR
,3 r
U'
t I.l ThiilPermit
9 .,g " .
IN
Copy
. � • ti _ 1 ri
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: WYNNE THE WINDSOR IMPACT
Builder Name: WYNNE DEVELOPMENT
Street: THE WINDSOR
Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL,
Permit Number:
Owner: G Q.� �
Jurisdiction:
Design Location: FL)_
L, ort Pierce
County:: St. Lucie (Florida Climate Zone
2 )
1.
New construction or existing
New (From Plans)
9. Wall Types (1432.0 sqft.)
Insulation
Area
2.
Single family or multiple family
Single-family
a. Concrete Block - Ext Insul, Exterior
R=4.1
1224.00 ft2
b. Frame - Wood, Adjacent
R=11.0
208.00 ft2
3.
Number of units, if multiple family
1
c. N/A
R=
ft2
4.
Number of Bedrooms
3
d. N/A
R=
ft2
10. Ceiling Types (1753.0 sqft.)
Insulation
Area
5.
Is this a worst case?
Yes
a. Under Attic (Vented)
R=30.0
1753.00 ft2
6.
Conditioned floor area above grade (ft2)
1753
b. N/A
R=
ft2
Conditioned floor area below grade (ft2)
0
c.
R=
ft2
11. Ducts
R ft2
7.
Windows(151.4 sqft.) Description
Area
a. Sup: Attic, Ret: Attic, AH: Attic
6 225
a. U-Factor: Sgl, U=0.63
111.36 ft2
SHGC: SHGC=0.25
b. U-Factor: Sgl, U=0.65
40.00 ft2
12. Cooling systems
kBtu/hr
Efficiency
SHGC: SHGC=0.21
a. Central Unit
34.8 SEER:15.00
c. U-Factor: N/A
ft2
SHGC:
13. Heating systems
kBtu/hr
Efficiency
d. U-Factor: N/A
ft2
a. Electric Heat Pump
34.8
HSPF:8.50
SHGC:
Area Weighted Average Overhang Depth:
2.850 ft.
Area Weighted Average SHGC:
0.239
14. Hot water systems
a. Electric
Cap: 40 gallonsEF:
8.
Floor Types (1753.0 sqft.)
Insulation Area
0.970
a. Slab -On -Grade Edge Insulation
R=0.0 1753.00 ft2
b. Conservation features
b. N/A
R= ft2
None
c. N/A
R= ft2
15. Credits
Pstat
Glass/Floor Area: 0.086
Total Proposed Modified Loads: 53.83
PASS
Total Baseline
Loads: 53.85
I hereby certify that the plans and specifications covered by
this calculation are in compliance with the Florida Energy
Code.
PREPARED BY:
DATE: U1 I "4"Q9
I hereby certify that this building, as designed, is in compliance
with the Florida Energy Code.
OWNER/ ITDATE: p
Review of the plans and
specifications covered by this
calculation indicates complian
with the Florida Energy Co :, r
Before construction is cots
this building will be inspect
compliance with Se o
Florida Statutes.
BUILDIN
DATE: _
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualiies as
certified factory -sealed in accordance with R403.3.2.1. ' this project requires an
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance With R402.4.1.1 and
envelope leakage test report with envelope leakage no greater than 7.00 ACH50
(R402,4,1,1),
Ne Copy
4/16/2018 9:09 PM
EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant c„r+.. ___
FORM R405-2017
PROJECT
Title: WYNNE THE WINDSOR IM Bedrooms: 3
Address Type:
Street Address
Building Type: User
Conditioned Area: 1753
Lot #
Owner Name:
Total Stories: 1
Block/Subdivision:
# of Units: 1
Worst Case: Yes
PlatBook:
Builder Name: WYNNE DEVELOPMENT Rotate Angle: 225
Street:
THE WINDSOR
Permit Office: ST. LUCIE COUNTY
Cross Ventilation: No
County:
St. Lucie
Jurisdiction:
Whole House Fan: No
City, State,
Zip:
FT. PIERCE,
Family Type: Single-family
FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
V
Design Temp
Int Design Temp
Heating
Design Daily Temp
Design Location
TMY Site 97.5 %
2.5 %
Winter
Summer Degree Days Moisture
Range
FL, Fort Pierce FL VERO BEACH MUNI 39
90
70
75
299
62
Low
BLOCKS
Number Name
Area Volume
1 Entire House
1753 14024
SPACES
Number Name
Area Volume Kitchen Occupants
Bedrooms
InfilID
Finished Cooled
Heated
1 MASTER BEDROO
224 1792 No
0
1
1
Yes
Yes
Yes
2 WIC
63 504 No
0
1
No
Yes
Yes
3 MASTER BATH
56 448 No
0
1
Yes
Yes
Yes
4 M.BATH
61 488 No
0
1
Yes
Yes
Yes
5 LAUDRY
36 288 No
0
1
No
Yes
Yes
6 BEDROOM 2
180 1440 No
0
1
1
Yes
Yes
Yes
7 DINING/GREAT R
588 4704 No
2
1
Yes
Yes
Yes
8 KITCHEN
209 1672 Yes
0
1
Yes
Yes
Yes
9 BATH
50 400 No
0
1
Yes
Yes
Yes
10 HALL
25 200 No
0
1
No
Yes
Yes
11 FOYER
92 736 No
0
1
Yes
Yes
Yes
12 BEDROOM 3
169 1352 No
0
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
MASTER BEDRO 37 ft 0
224 ftz
____
0 1
0
2 Slab -On -Grade Edge Insulatio
WIC 1 ft 0
63 ft2
____
0
3 Slab -On -Grade Edge Insulatio
MASTER BATH 8 ft 0
2
0
56 ft
0 1
4 Slab -On -Grade Edge Insulatio
M. BATH 7 ft 0
z
0
61 ft
0 1
5 Slab -On -Grade Edge Insulatio
LAUDRY 1 ft
0
0
36 ftz
0 1
4/16/2018 9:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software
Page 2 of 5
FORM R405-2017
FLOORS
# Floor Type
Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile
Wood Carpet
6 Slab -On -Grade Edge Insulatio
BEDROOM 2 12 ft
0
180 ft2
----
0
1
0
7 Slab -On -Grade Edge Insulatio
DINING/GREAT 50 ft
0
588 ft2
----
0
1
0
8SIab-On-Grade Edge Insulatio
KITCHEN 11 ft
0
209 ft2
_---
0
1
0
9 Slab -On -Grade Edge Insulatio
BATH 5 ft
0
50 ft2
-___
0
1
0
10SIab-On-Grade Edge Insulatio
HALL 1 ft
0
25 ft2
-__-
0
1
0
11SIab-On-Grade Edge Insulatio
FOYER 9 ft
0
92 ft2
-___
0
1
0
12SIab-On-Grade Edge Insulatio
BEDROOM 3 14 ft
0
169 ft2
----
0
1
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 Metal 1847 ft2
292 ft2
Light
0.6
No 0.9
No
0
18.4
ATTIC
V # Type
Ventilation
Vent Ratio (1
in)
Area
RBS
IRCC
1 Full attic
Vented
150
1753 ft2
N
N
CEILING
# Ceiling Type
Space
R-Value
Ins Type
Area
Framing Frac Truss Type
1 Under Attic (Vented)
MASTER BEDRO
30
Blown
224 ft2
0.1
Wood
2 Under Attic (Vented)
WIC
30
Blown
63 ft2
0.1
Wood
3 Under Attic (Vented)
MASTER BATH
30
Blown
56 ft2
0.1
Wood
4 Under Attic (Vented)
M. BATH
30
Blown
61 ft2
0.1
Wood
5 Under Attic (Vented)
LAUDRY
30
Blown
36 ft2
0.1
Wood
6 Under Attic (Vented)
BEDROOM 2
30
Blown
180 ft2
0.1
Wood
7 Under Attic (Vented)
DINING/GREAT
30
Blown
588 ft2
0.1
Wood
8 Under Attic (Vented)
KITCHEN
30
Blown
209 ft2
0.1
Wood
9 Under Attic (Vented)
BATH
30
Blown
50 ft2
0.1
Wood
10 Under Attic (Vented)
HALL
30
Blown
25 ft2
0.1
Wood
11 Under Attic (Vented)
FOYER
30
Blown
92 ft2
0.1
Wood
12 Under Attic (Vented)
BEDROOM 3
30
Blown
169 ft2
0.1
Wood
WALLS
Adjacent
Ornt. To Wall Type
Space Cavity Width
Ft In
Height
Et In
Area
ng
Sheathing FramiRA/al-le
Solar
Below
o
1 NE=>W Exterior Concrete Block
- Ext In9MASTER BE
4.1 16
0 8
0
128.0 ft2
0
0
0.5
0
2 SW=>E Exterior Concrete Block
- Ext InEMASTER BE
4.1 7
0 8
0
56.0 ft2
0
0
0.5
0
3 NW=>S Exterior Concrete Block
- Ext InEMASTER BE
4.1 14
0 8
0
112.0 ft2
0
0
0.5
0
4 NE=>W Exterior Concrete Block
- Ext In9MASTER BA
4.1 8
0 8
0
64.0 ft2
0
0
0.5
0
4/16/2018 9:09 PM Page 3 of 5
EnergyGaugeO USA - FlaRes2017 Section R405.4.1 Compliant Software
FORM R405-2017
WALLS
Adjacent
Cavity Width
Height
Sheathing Framing
Solar
Below
5
NE=>W Exterior
Concrete Block - Ext InsuM. BATH
4.1 7
0
8 0
56.0 ft2
0
0
0.5
0
6
NE=>W Exterior
Concrete Block - Ext InglEDROOM 2
4.1 12
0
8 0
96.0 ft2
0
0
0.5
0
7
SW=>E Exterior
Concrete Block - Ext InQINING/GRE
4.1 30
0
8 0
240.0 ft2
0
0
0.5
0
_ 8
NW=>S Exterior
Concrete Block - Ext InDINING/GRE
4.1 20
0
8 0
160.0 ft2
0
0
0.5
0
9
SW=>E Exterior
Concrete Block - Ext InsuKITCHEN
4.1 11
0
8 0
88.0 ft2
0
0
0.5
0
10
NE=>W Exterior
Concrete Block - Ext Insul BATH
4.1 5
0
8 0
40.0 ft2
0
0
0.5
0
11
SE=>N Exterior
Concrete Block - Ext Insul FOYER
4.1 8
0
8 0
64.0 ft2
0
0
0.5
0
_ 12
SW=>E Exterior
Concrete Block - Ext Insul FOYER
4.1 1
0
8 0
8.0 ft2
0
0
0.5
0
13
NE=>W Exterior
Concrete Block - Ext InBEDROOM 3
4.1 13
0
8 0
104.0 ft2
0
0
0.5
0
14
SW=>E Exterior
Concrete Block - Ext InfiEDROOM 3
4.1 1
0
8 0
8.0 ft2
0
0
0.5
0
15
N=>SW Garage
Frame - Wood BEDROOM 3
11 26
8
208.0 ft2
0.23
0.5
0
DOORS
# Ornt
Door Type Space
Storms
U-Value
Width
Height
Area
Ft
In
Ft In
1 SE=>N Insulated FOYER
None
.39
3
3
6 8
21.7 ft2
WINDOWS
Orientation shown is the entered orientation => changed to Worst Case.
Wall
Overhang
# Ornt ID
Frame Panes NFRC U-Factor
SHGC
Imp
Area
Depth
Separation
Int Shade
Screening
1 NW=>S 3
Metal Low-E Single Yes
0.63 0.25
N
32.4 ft2
1 ft 0 in
1 ft 4 in
Drapes/blinds
Exterior 5
2 NE=>W 5
Metal Low-E Single Yes
0.63 0.25
N
6.9 ft2
1 ft 0 in
1 ft 4 in
None
None
3 NE=>W 6
Metal Low-E Single Yes
0.63 0.25
N
16.2 ft2
1 ft 0 in
1 ft 4 in
None
None
4 SW=>E 7
Metal Low-E Single Yes
0.63 0.25
N
39.8 ft2
1 ft 0 in
1 ft 4 in
None
None
5 NW=>S 8
Metal Low-E Single Yes
0.65 0.21
N
40.0 ft2
8 ft 0 in
1 ft 4 in
None
None
6 NE=>W 13
Metal Low-E Single Yes
0.63 0.25
N
16.2 ft2
1 ft 0 in
1 ft 4 in
Drapes/blinds
Exterior 5
GARAGE
# Floor Area Ceiling Area Exposed Wall Perimeter
Avg. Wall Height
Exposed Wall Insulation
1 806 ft2 806 ft2
26 ft
8 ft
11
INFILTRATION
# Scope Method SLA CFM 50 ELA
EgLA
ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000356 1636.1 89.82
168.92
.2598
7
4/16/20 8 9:09 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software
Page 4 of 5
FORM R405-2017
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Heat Pump/
Split
HSPF:8.5
34.8 kBtu/hr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Air Flow
SHR
Block
Ducts
1
Central Unit/
Split
SEER: 15 34.8 kBtu/hr cfm
0.85
1
sys#1
HOT WATER SYSTEM
#
System Type SubType
Location
EF Cap Use
SetPnt
Conservation
1
Electric None
Garage
0.97 40 gal 60.9 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
V
---- Supply ----
---- Return ----
Air
CFM 25
CFM25
HVAC #
#
Location R-Value Area
Location
Area Leakage Type
Handler
TOT
OUT
QN
RLF
Heat Cool
1
Attic 6 225 ft2
Attic
65 ft2 Default Leakage
Attic
(Default) (Default)
1 1
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
CoolingJan
Feb [[ Mar
Apr
Jun Jul
Au
Se
Oct
Nov
[ Dec
Heatin
Jan Feb [Xj Mar
Apr
Jun Jul
jMa rj
ay
rl
AujXj
rj
Sep
f
Oct
XNov
[X Dec
tX
Ventin [
lX
Jan [ Feb [X Mar
l
K A r [
l
Ma Jun Jul
Aug
Se
[X
Oct
X 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
4/16/2018 9:09 PM
EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant SoftwarA ..s a
2017 -AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: WYNNE THE WINDSOR IMPACT Builder Name: WYNNE DEVELOPMENT
Street: THE WINDSOR Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL, Permit Number:
Owner: Jurisdiction:
Design Location: FL, Fort Pierce
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealingmaterial.
Breaks or joints in the air barrier shall be sealed.
Ceiling/attic
The air barrier in any dropped ceiling/soffit shall be aligned with
The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls
The junction of the foundation and sill plate shall be sealed.
Cavities within corners and headers of frame walls
The junction of the top plate and the top of exterior walls shall be
shall be insulated by completely filling the cavity with
sealed.
a material having a thermal resistance of R-3 per inch
Knee walls shall be sealed.
minimum.
Exterior thermal envelope insulation for framed walls
shall be installed in substantial contact and
continuous alignment with the air barrier.
Windows, skylights
The space between window/doorjambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of
Floor framing cavity insulation shall be installed to
(including
above -garage
insulation.
maintain permanent contact with the underside of
and cantilevered
subfloor decking, or floor framing cavity insulation
floors)
shall be permitted to be in contact with the top side
of sheathing, or continuous insulation installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, insulation
a Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace walls.
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities
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 spa
s.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light fixtures installed in the building
shall be sealed to the drywall.
thermal envelope shall be air tight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
,-.Ytpnd behind piping and wiring,
Shower/tub
on exterior wall
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall
tubs shall separate them from the showers and tubs.
be insulated.
Electrical/phone box or
The air barrier shall be installed behind electrical or communication
exterior walls
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.
Conceded When required to be sealed, concealed fire sprinklers shall only be
sprinklirs sealed in a manner that is recommended
by the manufacturer.
Caulking or other adhesive sealants
shall not be used to fill voids
a. In adction, inspection of log walls shall be in accordance with th
A/16/2013 grog PM a provisions of ICC-400.
EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software
Page 1 of 1
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 100
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:
Sgl, U=0.63
SHGC:
SHGC=0.25
b. U-Factor:
Sgl, U=0.65
SHGC:
SHGC=0.21
c. U-Factor:
N/A
SHGC:
d. U-Factor:
N/A
SHGC:
Area Weighted Average Overhang Depth
Area Weighted Average SHGC:
THE WINDSOR, FT. PIERCE, FL,
New (From Plans)
9. Wall Types
Insulation
Area
Single-family
a. Concrete Block - Ext Insul, Exterior
R=4.1
1224.00 ft2
b. Frame - Wood, Adjacent
R=11.0
208.00 ft2
1
c. N/A
R=
ft2
3
d. N/A
R=
ft2
10. Ceiling Types
Insulation
Area
Yes
a. Under Attic (Vented)
R=30.0
1753.00 ft2
1753
b. N/A
R=
ft2
c. N/A
R=
ft2
Area
11. Ducts
R ft2
111.36 ft2
a. Sup: Attic, Ret: Attic, AH: Attic
6 225
40.00 ft2
12. Cooling systems
kBtu/hr
Efficiency
ft2
a. Central Unit
34.8
SEER:15.00
8. Floor Types Insulation
a. Slab -On -Grade Edge Insulation R=0.0
b. N/A R=
c. N/A R=
ft2
13. Heating systems
a. Electric Heat Pump
2.850 ft.
0.239
Area
14. Hot water systems
1753.00 ft2
a. Electric
ft2
b. Conservation features
ft2
None
15. Credits
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 com feted
based on installed Code compliant features.
-�-- -�
Builder Signature: -- ---- Date:
Address of New Home:�� , - City/FL Zip: S�
5
-2;, 1_��
kBtu/hr Efficiency
34.8 HSPF:8.50
Cap: 40 gallons
EF: 0.97
Pstat
� ��
_ ,..._ ;2
✓4'
_©D ENE
*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. Email EnergyGauge tech support at
techsupport@energygauge.com 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.
4/16/2018 9:09 PM EnergyGauge® USA - FlaReS2017 - Section R405.4.1 Compliant SoftWar@
Page 1 of 1
Gulf Coast Supply and MFG 5v Crimp Metal roofing Fl. #11651,12
24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12" o.c. max spacing over ASTM D
(type 2) :30 lb felt underlayment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered rows 12" o.c. in field. Attach
deck to trusses using attachment detail on this sheet
5/8" thick light textured
12
stucco on t9pical concrete
SLOPE
block construction
COVERED
PORCi-1
171°lnlsh Columns with 5/8" thick x 8% cut
5/8" thick cut coralcoral finished stucco bands
finished stucco bands
LEFT ELEVATION
I G H T E L E V A T I 0;11�m
u
SCALE: 111/4' - 1'-0"
Gulf Coast Supply and MFG 5v Crimp Metal roofing FL #11451-12
24 ga. 5v crimp metal roofing attached to plywood deck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(typ€: 2) 30 lb felt underlayment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
spaced L" o.c. at all laps and two staggered rows 12' o.c. in field. Attach
deck to trusses using attachment detail on this sheet
light
5/8" thick - textured
stucco on s .: ♦ et�
block construction
SCALE: 1/4" - 1'-Q"
r-
-
Product Approval Subrnittal Affidavit
opening swim Overbisiiiuill
Doom SUMM Doom ragow
Product
Model Manufacturer
Glass
Attachment method
t�
Design Pressure
Type
NUN=
WEN
�
of Approved Teaft
I,2,3
FL# 239.3 Single Flung
SH-100 PGT
5/1L"
cn
paced pore prg,= approval. �/ Contractor i9611 adhere to
+ 80.0 PSI=
.4
im act
min. a e distances specified m Product approval
A
Overhead
1L-0330.02
Garage Door
Model 824/811
IT 1'M may. udth DAB
1G height
---
inm am ram
u : xvere. $IV x V wW i;u- si.♦V" st N ae.
��fif a °x" e!"�'rP' 4i t., t'
10-9-21
+ 50.0�1-LO.O psf
-O max
t of x = dra..�,d - ac w gu= ,dare t" Wi
and. ,na' a.sir�.c ..r.. - rdc lb
E
FL# ILLi4.l Fiberglass
Snood, Je1d-Wen
----�
Ellco 1/4' dlta. tapcan eilth rein 1.25' embedment at 3' max
rro,e corners end 1i,5" o.c. eiar thereafter to head and Jmnbi.
+ 50.0 PSF
Pro/
FL# 251.5 FS_1,dlrigGass
Door
ernes i
PGT
SGD PGT
I' nom
Tee "G� 4'
space peg produet appreral. �,ontraetor shah a ere to
Olin. 2 I/2 edge distances &pecifled in Product approval-
LO.O PSI=
Product
N®
1 #
Attachment Method
Expiration
Design Pressure
Approwd Testa
NUIUM
Date
of
®
FL# 2L1.1
1' 2 3/4"
PGT
install per fastener type and •pacin s shiown :°r- Table IA and 115
in product approval on sheet 5 of 2.
+ 58-0 PSF
x x .3'I'a"
f
FL# IlL5i.l2
5V Crimp
Gulf Coast Supply
e®a®4s'1�r�s
2� ga. Sv crimp metal rooting attached to pll�war�d dock using $9 x 1.5'
rood screws uitl self sealing masher at 12 o.c. rax spacing over ASTM la
Metal Roofing
and manufacturing
(type 2) 30 1b felt underlagment installed urth min. 1 aide laps and L' and
laps fastened wth corrosion resistant tin cape and with 1.25' rrng shank nails
spaced 4 O.C. at all lappss and two staggers roue 12 o.c. in held. Attach
trusses detail
- 108.5 PSF
desk to using attachment on rod plan
Siding
Stucco on Block
Soffit
F L # 12198.3
"
Model T4 12 vented
Kagcan
Install using 2" x 2" batters at L' o.c. screwed to soffit framing using
#B 1 3" wood5mc at eachtruss,all s f it to
oheadtens using
+55.0/-35.0 PSF
Vinyl Soffit
a is ins
ai,Irelwgs
Hurricane
24 Gauge
Global Protection
Install uslrg 1/2' dia. sd!d set lead ancho-s wr.h 114" dra.-2J x 1.5'
Panels
Fl# 15014.2
Storm Panels
Products LLC
long SS screw head combo. with Neoprene Lasher at 12 1/2 o.c.
along the bottom and 13' o.c. at the tq,
+ 45.0 PSF
-
I have reviewed
the above and
approved it by my seal below. ( Architect or Engineer of Record }
.0
01
base -board
Gulf Coast Supply and MFG 5v Crimp Metal roofin FL #11651.12
24 ga. 5v crimp metal roofing attached to plywood i3eck using #9 x 1.5"
wood screws with self sealing washer at 12' o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlayment installed with min. 4 side laps and V end
laps fastened with corrosion resistant tin caps and with 1.25" ring shank nails
aced L o.c. gat -all laps �and ®two �staggered �rows 12« o.c. in field. Attach
6/8" thick x 8"w cut stucco on tgplcal concreti
coral finished stucco bands block construction
REAR ELEVATION
EJ
171ED
5/8" thick x 8"w cut"
coral finished stucco bands
bottom1/2' dr9wall coiling on truss
dr9wall ,
A
2" x 4" P.T. bottom plate
\ 4" concrete slab with fibermesh OR
L"xL" #10/10 WWM on L rnil Visgueen over
clean compacted termite treated fill
Interior Non -Bearing Partition
nts
Braden 4 BradenArchitects - Planners
. .
B E-mail: bradenaia* comcast. net
:. -Stuart.,
Wgnne Building ♦ r♦
i r - r:
Floridard
SCALE: 1/4' - i'-O'
IS WESE PLANS AND ALL PROPOSED WORK
,,RE SUBJECT TO ANY CORRECTIONS
R1:QU1RED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
ALL MANUFACTURES LABL.ES SHOWING
U FACTORS AND SHGC COMPLIANCE
WiTH FBC ENERGY CODE MUST
REMAIN ON ALL DOORS AND WINDOWS
UNTIL INSPECTIONS ARE APPROVED
"NCEALED FASTENERS OR ATTACHMIENT$
7/8' Thick cut coral stucco over papei'PF THE RESPONSISIL1TY f THE
backed wlrre lath nailed to substrate through'iNTAACTOROFRECORD
one layer of 15 lb felt using 8d narls. Substrate
to be 19/32" CDX Pligwood nailed at L" o.c.
in field and edges with IOd ring shank galvanized
nails into truss webbing.
I-NWI
;Q►IMF ra 11011
FR.,ONT ELE\/ATION
SCALE: 1/4' - I' -ON
0'-0' = Finished Floor
1Z -'
-07 2
ST. LuCI4 `Ti Y B1TI P�Nl v Pplisi ,
I91;YIENVED FOR CJAWL 'CE
R + VIE ID BY
hAT
L, .;4N1"T hTS T HE laff ON JOB
Oft NO IN'SPECTIOli'4VI.LL BE NUDE.
ALL CONTRAC7OR WARRANTIES CLOSING
BUYEROCCURS 13ETLJEEN THE
AND WILL CON INUE FOR ONE YEAR FROM THAT DATE
F=1._RM11TT1NG INFORMATION (FORM 100
Florida BmWing Code Readentiall: 5th Edition and ASCE 1-10 for Wind Loading
Building Design It,, Encl : d Risk Categor 11 Wind Velocitg: 145 mph ultimate
Mean Height: '- a Roof Pitch:LID
Internal Freer re oe recent: t 0_18
Sub jectalilaq to damage from: Weathonng: verger iblei• Tererrte& era eavy
Width of Roof End Zorre: 37-4' Wind Speech: mph ultimate
Wind Eeeuire lassrfication: C
Adjustment factor for Expmure Height.-1.11 X 04 = 0.121, ASD design
Load C rnati : ASCE 1-10 Section 2.4 0L+LL+LL.: DL+O.GWL; O.LDL+O.i&WL
Comp is t Cladding Wind Pressure (NET) Roof Zone: 1. +20.L/-32.L psf
Roof Zone: 2. +204/3?011 pat
Roof Zone: 3. +20.4/-84.0 pat
Compononts 4 Cladding Wall End Zone Width: '-
Comp 64 4 Cladding Wind Pressure (NET) Wall Zone: 4. +35.8/-38.'1 psf
Wall Zone: 5. +35,8/-4'1.8 psf
Comp is d Cladding Wind Pressure (NET) an Garage Door;+32.0/-40.3 pat
Shear Walla Comdered for Structure? Yes
Continum Load Path Provided? Y@&
Are Components an Cladding Dot s Provided'? Yes
Minimum Sail Bearing Pressure; pee. Presumptive; X Bg Test: psi
This Budding Shall Have the Following:
APPROV111M SHUTTERS. X MPACT CO AS& �iNATH: marri•ILiR:�
ROOF LIVE LOAD: ML psf ROOF DEAD LOAD: 12pal
FLOOR LIVE LOAD:__JE_ •psf FLOOR DEAD LOAD; -Q- psf
Model:
Date DrauinLEFT - ,
CheckedPORCH
.
= Roof Zone
Walls Zone 4
1. - Roof Zone 2
Walls Zone 5
END ZONE
M- Corner Zones
Of= 5
13
Impact
m in
Counter top - verify type
with contractor
12" x 12' Concrete column 12"
�SidI _ i -0 block filled with concrete and
N.-.S. (2) #-T bars vert.. tied into
1. Contractor to verifrq ALL notes and dimensions prior to 3�" high bg 4" diameter lintels above
i7proceeding with work. steel crash post. Floor steel countertop support angle _
g Flange with 4 - 3/8 Install c from each end and Base cabinet
Recess top plate L•w x 3/8"d
for steel support angle
A CC I I 17 ® C __r 1-\ = 7- I - see detail on this sheest
TYi�I AL IVOT=S- SCALD I - a 7-1/ '° 1 !.J
♦•r '"" •ilk
2. Contractor to STRICTLY/ enforce ALL OSHA Requirements.
expansion bolts into
one in center of couni:er.
see angle detail
3. ALL Lumber to be used as Beam, Wafters, etc... to have
slab (3/8"t 5Q ksi
steel plate)
_2' x 8' wood studs
a minimum 1,400 F.S.I. fiber stress.
4"
1/2" drywall
at 16' o.c.
4. No dissimilar metals to touch.
2�"
2°/a"
-2' x 8' PT mood plate
5. ALL Concrete used for slabs shall be min. 2,500 PSI concrete.
"
ALL Concrete used for vertical filled cells, cont. tie beams etc.. to
°
-
shall be 3,000 P.S.I. concrete and/or -4,000 P.S.I. grout mix
•3ra�
°
2 "
KITCHEN hI i�LAND RAMINC: ®ETAIL
4. Drywall at ceilings shall be leveled and attached to bottom chord
y
of trusses with screws per FBC R102.3.5.
`.-.i
a,�°
Attach buck to block wall with
I/4' dia. Elco conic screws with min.
1. ALL wood in contact with concrete shall be pressure treated.
°
°
1 1/4" penetration at 12" o.c. max
8. ALL wall dimensions are nominal and not finished wall or stud dimensions.
%"
and 4' max from each corner thru
Exterior face 2' x L" PT Buck
9. ALL plumbing fixtures to be low flow.
of w°'I
10. Contractor to Provide Drain at water heater in accordance
Brits
with the current edition of the Florida Plumbing Code.
11. Contractor to Provide a 2'-8" wide door at one bathroom for
wood screws t.hru"Jamb into buck
handicap accessibility requirements. , ,
'2i�,'°
���
prior hinge atitdeoc6me��c. "lax and
Detail at Door p
12. Lowest finished floor to be set bg Governing Building Department `'
, „
surveyor to set In field.
13. Separation between residence and garage shall be per FBC R302.9
INSTALL. VULKEM BLOCK SEAl-AN17
ON ALL JAMB, HEADER, AND
14. Door between garage and residence shall be 1-3/4"t 20 min. rated door
INSTALLATIONiBLOCKRIOR TO BUCK
W.H. a't e r Heater
Install windows thru buck into
block with 3/I4' tap -con with
1 1/2" penetration at V o.c. max.
15. Wall and Ceilingshall have a flame -spread classification of not greater than 200 er
i�
FBC R302.9.1
from each corner 20." MO. max
lb. Wall and ceiling finishes shall have a smoke -developed index of not greater than 0
per FBC R302.9.2
ea
thereafter at jambe and 20' a.c. max.
Exterior face at head and sill per product approval
11. All exosed attic insulation materials installed on attic floors shall have a critical radiant
of wall Buck to be I' x 4' PT
flux notless than 0.12 matt per square centimeter. Exposed foam plastic insulation
varies
materials exposed on the underside Of the roof deck or on the attic walls shall core iy
Uj
with F.B.C. 316 - see permit info box of code edition
18. G psum boar material shall conform t0 ASTM C36, C19, C-415, C51, C430, C931
i'x4" P.T. Buck marled to
C60, C1002, C10-41,C1111, C1118, C12'18, C1395, or C1394 and shall be installed
Took with casehardened nails
Detail a t 11J � n d o s prior to window attachment
according to the following: (FCC R102.3.5)
Masonry beam
Drywall
Thickness
Location Orientation
Framrn g Max. spacing
Member of fasteners
Nail sizing options for
installation drilwall rnto
I" x L" P.T. Buck nailed to
block with case hardened nails
prior to door attachmain
N�,5
Spacing
Maximum Nails
Scrawl
of
wood framingmembers
2" x min. t rckneaa
. d•': �f :iY�'..:..
"�:..: �;::.;..:
Install SGD thru buck into
block with 3/1L" tap -con with
Ceiling Perpendicular
24" ,"
12"
13ga 1 3/8" long with 19/44" head
^,'T;;+S ,. .:` a,:; =.::
1 I/2" penetration at L" o.c. max.
from each corner and 20." o.c. max
0.098" diameter x 1 I/4" Iong,',
.',°.;',~':,�,; ; ,'�',.,.' ='-
thereafter at head per product approval
PP
I/a
annular -ringed or 5d cooler marl
Either
Walls Direction
IL" 8"
1L"
OR
0.080" dia. xx 1 5/8" long with
15/44" head
Ua
Use 3/14" tap -con with
OR
G lin board nail 0.084" dia.
1 1/2" penetration at L" o.c. max.
from each corner and 20' o.c. max
x
1 5/8" with 9/32" head.
thereafter at sill per product approval
Ceiling Perpendicular
24" `i"
12"
13ga 1 5/8" long with 19/44" head
OR
0.098" diameter x 1 3/8" long
1' x L" P.T. Buck nailed to
block with case hardened nails
P!
annular -ringed or Ld coder nail-
Head prior to door attachment
a
walls Either
Direction
0.092" dia'.oxR 1 1/8" long with
1/4" head
OR
G1 psum board nail O.Q�15' dia.
x 1/8" with 19/1.4" head.
fixed door
sliding door '•:=`''' :;
19. ALL ceramic file surfaces installed shall conform to ASTM A108.1 thru A108.4,
Masonry Wall
A108.1 A118.1, A118.3, A131.1 and A131.1
20. Cement fiber -cement or glass mat sum backers in accordance with AST
C1288, C1325, OR CII-18 and installed i.A.W. manufacturers recommendations shall
Bottom Traa..
`�"-Typical Flooring
be used as backer for the wall tile in tub areas and wall panels in shower areas.
Sill
Install SGO thru buck into
21. Insulation includin facings such as retarders or vapor permeable members installed
g g p p
block with 3/14' tap -col, with '
l l d l r 00r Detail a i l 1 1/2" penetration at L" o.c. max.
within floor -ceiling assemblies, roof -ceiling assemblies, wall, crawl spaces and attics
from each corner and 20." o.c. max
shall have a flame spread index not to exceed 25 with an accompan In smoke
At Masonry WalllTS
thereafter at ,lambs per product approval Jamb
developed index not to exceed 0 when tested in accordance wit ST 8
Insulation shall comply with F.B.C. R.316.
Gulf Coast Supply and MFG 5v Crimp Metal rootingFL 411651.12
24 ga. 5v crimp metal roofing attached to plywood eck using #9 x 1.5"
wood" screws with self sealing washer at 12" o.c. max spacing over ASTM D
(tgpe 2) 30 lb felt underlagment installed with min. 4 side laps and L" end
laps fastened with corrosion resistant tin caps and with 1.25" rang shank nails
s aced L o.c, at all laps and two staggered rows 12' o.c. in field. Attach
dpeck to trusses using attachment detail on this sheet
Simpson HETA 20 or equal
hurricane anchor at each truss 12
with (10) 10d x 1 I/2' nails PRE-ENGINEERED TRUSSES
( 24' o.c.) supporting Max. 4 at 2 "o.c. TYPICAL
I lolba. uplift
(shop drawings bu manufacturer)
Aluminum Drip R-30 blown fiberglass
Edge t Fascia in bottam chord of trusses
1/2' drywall with smooth finish
2" x L" Sub -Fascia Two rows of beam block ^ riled with concrete
and (1) #5 bar cost. in each row. Substitute
Kagcan full o vent vim l aoffit installed precast lintel filled with concrete and (1) 45
uan►�ia� 1/8" dia shank x 1.5" long gaiv. bar coat. for bottom roux over openings
rooming nails girth 3/8' dia. head per
product approval - see chart sheet 31 1/2" dryywall over i" x 'furring
stri 8 at 14" ox. with R 4.1 i r-f or1
insulation on typical 8° B',ack walls
5/8' thick light textured All drywall to be installed per FEC R'?02.3.1
stucco on typical concrete -i and sfiall meet all pertainingg ASTM codes.
block construction as Mortar to be Tgpe M oil proportioned per FBCr RLOi.I
and Mortar fonts shall comp 4 with FBC RL071.2.1.
Provide Dur-O-Rock at al, wet areas 'ex. showers, tubs etc...)
#5 bar vent. w/
30" overlap Fall cell with concrete and
at each filledcell CI) #5 bar vert. (typical).
Max. apacing shall not exceed
Wood 48" unless otherwise noted
Ease see foundation plan notes for
spacing at openings
4' concrete slab with fibesrmesh OR
L'xb' #10/10 WWM on G rn,l Visqueen ovrar
clean compacted termite treated fill
Grade
0�
l I'- 14" x 14" Concrete fAirg
with (2) #5 bars cont sn �t5
TYPICAL SE CTION transverse bars at 4f! - c�c Scale Ie_Q;,
indoor Schedule
Mark Size
Rough ® en.
Window Description
_
PRESSURE ZONE
I.
We"x Ws"
Single Hung
ZONE 4
2. L'-:l s®"x 5'-3 'fs
15" x L3 %4"
Single Hung
ZONE 4
a. 2'-2" x 3'-2Y
2lk2"x 38%,„
$inglo Hiing
ZONE 4
. 3'-1" x 5'-3 i"„
38" x 63 ,/4"
Single Hung
ZONE 4
ALL Windows to be aluminum windows w/ tint
nd mu Ions per elevations.
LL windows to withstand pressures in permit info box on sheet I
ALL windows in bathrooms to be tempered
l rough openrn$ dimensions to be verified by contractor
wr h manufacturers specs prior to construction
oor the Uel
M
rk
Size
Rough Opening
Door Descri Lion
PRESSURE ZONE
9'-0" X 1'-0"
108' x 84"
Overhead Garage Door
ZONE 4
3--®" X 4'-81
41" /:" X 83/3,'4"
Fiber lan Panel - Irisnein
ZONE 4
;'-O' X 6'-8"
14" x a '12"
Sliding Glass Door
ZONE 4
2'-0' X V-e'
Solid Core - Wood - L-Panel-Di-Fdd
PnWW 24' x 81 r2'
2'-6" X V-8"
$did Core - Wood - L-Panel
b'-O' X V-8"
Solid Core - Wood - L-Panel - Br-Fdd
2'-8' x C-8" x 1 �4"
Solid Core Wood. Steel. or Masoraiiii Door
_
2'-8" X V-8"
Solid Core - Wood - L-Panel
2'-6' X L11-8'
Solid Core - Wood - L-Parcel - Di -Fold
ALL
b
W
wi
Exterior doors to withstand pressures stated
x on sheet #I
RAGE DOOR SPECIFIED IN PRODUCT APPROVAL FORM
THSTAND THE PRESSURES STATED IN PERMIT INFO BOX
l rough openinrq dimensions to be verified bg contractor
h manufacturers specs prior to construction
in permit info
AND SHALL
ON SHEET #1
I
8'-IQ/2"
Filled cell under
girder above
a
WiRE LATH I STUCCO
CEILING
0 1 q„
EGRESS
131_1111
MAST, ®R N
o B ED R 0 0 M -
a O Q o a a o O RUQd
' --OF+ A.Q.F. m
I ®lit C-eiFin-g a
m
N
1 1 Vanity to be
34 Yz I, high
°
8,-0 to 9'o"° A.F.F.lill
V suite- Ceiling -i Rod t Sltelf
I _ CID
1 �I OSi!p
a 93IM I I' -I" L
�
H.B.
!n � to
0 I Rod t�S141f
I was+��ra �7�reR ,2tu
"
Ln
!X
I aLAUNDRY t ® 1 T a.
i W
l 8'-0°` o 9,_$I, A.F.F.Vaulted C' ling I -
DINING
RoomVanity to b --->
I I 34 Y21, h --42" o
3/8" thick steel I counter t s to _T
'�` 18 cil
counter top supports tQ,l overhang wa l 1.5' v- 11 5'-3. 4„ r 9,-5„
counter toe to e9 �'q-��
overhang wall, 1.5" -_
El
LA
OD
r uW r O y � �41 ��s�; "wail -
I I .a C O N D
1 I IT BEDROOM
°1 8,-0„ to '- 3" A.F.F, I El'-C?" ,4.F.F. -
O Vaulted erlrng I rl_ Flat, Ceiling
I cr Upper cabinets to
i I extend over Ref.
I r-
crz WAVE j 1 °
I NON VENT
H.®. o I se•R.".LEAR 2 j ° 121
` L oweivrNG ,q-
1- .
_-
Batts i en
°
A/C a W.H. Provide autX01
I� r
I "e6 Steel Ballard closer T ,
ea detail this sheet '�.
-� BEDROOM
2: X r > , 1
I Attic A� I 1 � 1 o
I
8'-0" A.F.F. Fiat Ceiling
Flat Ceiling �
1
GARAGE
4 4
I
0
lock wall in
g raga to be '`. a MT a °
struck block 2
R-n Batts irm"twn
° 1, Provr le Butch Panel
Amp
° EMERGENCY closer Panel
r__,-----------.-_, - RESS
3• i $ i 3.
I I s i
I IGOL. RT i
I J R A G E i -a�-
- I i I_ ,_Q, i Ln
12°
I
Verifrg attachment
hole location with GC
prior to fabrication
3/8" thick r�P+
steel bracket
Braden It
Braden - RA
s
Buildino Corp.
Architects - Planners
-IRar-
411
S.E. Coconut Avenue
T H F!
UJ I N D S 0 rm"'.
Tel
- -
,E mail:
-
brad
r • ` _ Lakes,
Florida
Stp�art. FL
.. = • • 1 i
Square Footage Breakdown
SpaceTotal A/C
1,153 _.
Covered Porch Total
r:
Gi!ENe
459 99.
JDate
Drawn11
k
I RDr1
�j
qj
I
v r
LEFT
"
Checked .
a
��
W
Mt
I.
ALL FOOTING ARE DESIGNED FOR A MINIMUM OF 2,500 PSF SOIL
9.
SLOPE ALL PORCH SLABS, COVERED WALK, ETC. AWAY
BEARING CAPACITY. IF ANY SUB -SOIL, MUCK OR NON -UNIFORM
FROM HOUSE TO DRAINS (IF PROVIDED) PER PLANS
CONDITIONS EXIST, REPORT TO ARCHITECT AND OBTAIN
PROPERENGINEERING DATAFOR DESIGN.
2.
ALL SLABS AND FOOTINGS TO BE A MINIMUM 2,500 PSI AT 28 DAYS
10.
DESIGN LOADS ARE AS FOLLOWS:
ALL #LUMNS, FILLED CELLS, AND BEAMS SHALL BE i•• PSI
-#• r PSF
BE 3000 PSI OR 4,000 PSI GROUT MIX AT 28 DAYS
WIND VELOCITY = PER PERMIT INFO BOX ON SHEET 41
EXPOSURE ="C"
3.
POISON SOIL AND COVER W1 4 MIL. VISQUEEN WITHIN 24 HOURS. NO
SOIL POISONING TO BE ACCOMPLISHED OUTSIDE OF FOUNDATION.
fl.
ALL REINFORCING STEEL SHALL BE GRADE 40, MEETING ASTM A-]�, t
4
GROUND FLOOR SLAB TO BE A MINIMUM 4" THICK W/ 4XL 10/10
A-35 SPECIFICATIONS. ALL ANCHOR TO BE A - 30-1 STEEL.
WELDED WIRE MESH � ON t. MIL. POLYETHYLENE VAPOR
"
BARRIER ON TERMITE TREAING
TED,
DOWELS,CONDUITS. INSERTS,BLOCKOUTS, ANCHOR
(MINIMUM 95% DENSITY). LAP POLYETHYLENE 12" MINIMUM. FIBERMESH
BOLTS AND FRAMES SHALL BE IN PLACE PRIOR TO POURING CONCRETE.
MIX MAY BE SUBSTITUTED FOR WELDED WIRE MESH.
FOR OPENINGS AND SPECIAL FEATURES OMITTED ON THES;= PLANS,
SEE ARCHITECTURAL OR MECHANICAL PLANS WHERE APPLICABLE.
5-
LOT TO BE CLEARED OF ALL SMALL PLANT GROWTH AND DEBRIS
BEFORE BROUGHT SPREAD IN 12" LAYERS AND
MACHINE COMPACTED TO A MINIMUM OF 2500 PSI IN AREA OF
13.
MINIMUM CONCRETE PROTECTION FOR REINFORCING BARS:
BUILDING CONSTRUCTIONFOOTING:
B •
-
TEST FOR FILL COMPACTION MINIMUMS PRIOR TO FORMING SLAB.
-
1-4-
LAP ALL REINFORCING STEEL A MINIMUM OF -48 BAR DIAMETERS.
GENERAL4 i •- TO VERIFY ALL EXISTING CONDITIONS• r
DIMENSIONS. BRING ANY DISCREPANCIES OR OMISSIONS TO THE
IS.
USE STRUCTURAL GRADE WOOD WITH A MINIMUM Pb OF 1�00 FBI
ATTENTION OF -
8-
IL.
ALL STANDARD LUMBER SHALL BE SYP WITH A MINIMUM Fb OF 1000
GARAGE FLOORS TO BE SMOOTH TROWEL FINISH (SLOPPED PER
PSI OF NO.2 SOUTHERN FINE, UNLESS NOTED OTHERWISE.
FOUNDATION PLAN). PROVIDE 1-1/2" RECESS FOR OVERHEAD DOOR
ALL LUMBER IN CONTACT WITH ANY CONCRETE OR MASONRY SHALL BE
F 0
N
D A T
10
N
F
-fir TREATED.
•+: RATING.
r .. HAVE MIN.
PRESSURE ,D FASTENERS
for approval before proceeding with construction.
2. Contractor shall be rerrw r- for verificationof all
3. Soil conditions assumed to be 2500 psf. Should an� other conditions be
encountered, the architect shall be notified in writing for revision
4. Verifg all recess thickness at showers, tile, etc....
5. Contractor to provide filled cell with concrete and 1 45 bar vert. at 48
O.C. max. Provide (1) filled cell on each side of opening� uo,,to 5'-11" wide.
Provide (2) filled cells on each side of, opqrungs from to T-11"
notation and dimensions before starting construction.
FOOTING
MONOLITHIC FOOTING WITH 2 #5 13ARS CONTINUOUS
r�'I
.
.FOOTING STEP • ON
30" x 30a x 11010
COLUMN FOOTING WITH (4) #5 BARS EACH WAY
!
_ •THICKEN
SLAB EDGE- CONTINUOUS
•
With Curb at Garage
M
MONOLITHIC FOOTINGDETAIL ON
an rove e filled cells on eac sl e or openings TroIn--1-Ur-::--70 an up -- - --
Contractor to see plans for any other condition used. Foundation walls
shall have filled cells at 4" o.c_ unless otherwise noted (see section)
L Contractor to provide for Form Board Surv,eg - Form Board Survey
to be provided to Truss Company prior to truss construction
1• Contractor to provide for soil test prior to construction and provide
a copy of soil test to architect for review prior to construction
8. ALL Reinforcing steel shall be grade � , meeting ASTM A-14 and
A-5 specifications. ALL Anchors to be A-301 steel.
9. Provide a minimum of " concrete protection at footings and
1-1/° " concrete protection at beams for ALL reinforcing bars_
#5 bar vert. w/
30" overlap —
at each filled cell
''� � _ per••—.—.— —
►! �... ��11I©1�1 l�
G:
IF10-000
4 It concrete .. with fibermesh OR
CfxC • • WWM on • mil Visqueen
clean compacted termite treated fill
bar cont.
461
10" #5 bars cost. bottom steel
12"
DETAIL AT L" GARAGE STEPDOWH
SCALE 1/2" = IJ_O"
12" x 12" concrete column
block filled with concrete
and (2) #1 bars vert. tied '
into lintels above Verifrg Douse slab
height in field
Top of rooter
IL" below finished floor
Thicken edge to 8'x8"
with concrete and 4" concrete slab with 4ibermesfi •-
r-ne, #5 bar continuous Vxf." • • WWM onAq mil Visqueen over
clean compacted tgMte
treated fill
SDI 1I 0�1
8
/-P-ORCH • :. EDGE DETAIL
SCALE 1/2" i
#5 bar vert, w/
30" overlap
at each filled cell
Adjust curb he h
fused on gar. Floor
slope.
95 bar in curb
Grade
� I I
= S_
E
m —
_ `! II!-�1111 N I
- i-
dH
T'
• .. concrete
olumn footing
46 bars each wag
COLUMN FOOTING IDETAIL
•
\SEE TYPICAL
E.CTIONS
4" concrete slab with fibermesh OR
4"x4" #10/10 WWM on IO mil Vlsqueen over
clean compacted termite treated fill
• f.
•,! '•,,.r.••F III III
I II
114"w x 1-4"d concrete monolithic
I I I I footing with (2) #5 bars cont.
3 If
J SCALE 1/2" = 1'-0"
400 concrete slab with fibermesh OR
6`°x4;, Rio/lo lJJ'jJM on io mil Visqueen over
clean compacted termite treated fill
I #5 bar cont.
;.
Y LO
(2) #5 bars cont. bottom steel
$111, r- T A I I A T C] 11 /^ A r-, A /` !— /'o t r® r% r_% ./Y I I I 1 I
SCALE 1/2" = 11_0II
Termite Protection for New
treatmentSoil -prevention
inside the foundationperimeter shall be done after all
excavation, backfilling and compactioncomplete.
spacesIf soil area is disturbed after initial chemical soil treatment
area shall be re -treated with a chemical soil treatment
including boxed
Treatment must be in accordance with the rules and laws
established bg the Florida Department of Agriculture and
consumer services.
Protective sleeves around >, penetrating
concrete slab on grade floors shall not be of cellulose
containing materials and shall receive application of
termicide in annular space between sleeve and pipe.
2" x IV PT wood secured with
overhead door 11 to wood
L
jamb per manufacturer's product approval
Garaof Door Jamb Detail
GARAGE r••- TO WITHSTAND PRESSURES .IN PERMIT • �w rPRODUCT
APPROVAL w- BOX MANUFACTURER
e
Filled Cell Masonrg Column
• • • « • i • • Filled -ll f rnrg Column
Conc. Fill To Be 3000 PSI
See Floor Plan For Location 45 From Footincl To Tie Beam
Conc. To Be 3000
PSI
See Floor Plan For Location
Double Filled Cell Column Sincile Filled Cell Column-
0 I'll, N ;1
IIV�1No ,AM
4.� TT° IJ Filled cell undergirder above
0
® Rear Porch Slab to L F1
p I be poured separatelg T-
I a- from House Slab.
I �
Thicken footing to I
0 I :24"w x, 14"d x :74-L I °
L� -- under filled cell
° a-LL° °I I° ,, ° Loi I under girder bearing.75
J u 75
° 1
0
FI Rear (Patio/Slab to — F1
i be flue with bottom of
slidin door recess.
I Slope l"
i
_ I I I
'I I
- I
i F l
I I _
I
i I J
I I
I I°
I I
I I o
+"4oncrete slab With fibermes oiz
�► 6"xi l �1O/1C WWM on b mil Visq en over H.B.
x ��� I c:lea�i compacted termite treat fill °
OD I
�
I--
i
i WAaw DRYER
-
°
1 I
- I i
I
11 I Ii
® I
o I Fl I I I o
I I
o
I
°I I°
I I I
p-
O m I I DW-
19
°
I I VxL"" o4ricreta slab t
/10 WWM ono mil Vissue®Rover Fl I
I I clew compacted teririit:e treated fill I
I I Io
MICROWAVE
MOM-vEi�.T ItEi^,
H.B ° I 0 soPe
MNO
I O AMNAMWOM
._
AJ •e'"!• I o
I ° ® 0 Steel Ballard I I
I ee detail on this sheet' )il!'4
I I
I I Atto Access
I Lam.
I t I I F1 I Meter and panel
J wither ads of
- — owe field verifg
service location
I I - -- -- --r —
in a I e-
I I ° 15O Amp
Q Panel
W-111I I
o f $ �I �ry
m l I I ®Q.
_ o I
I
is-
1
1.5" Recess for IT7711° v a ° ° 1.5" Recess for
arage 7oor garage Door
2'-S" ,_ 2,_ ,, 6 4 9,_0r, 2,_8I,
Architects — Planners
+
net
St. Lucie
Countg Florida
'Date
Drawn
yi
Drawn bg:
LEFT Checked bq:
I!DA\A
I!DA\A
PANEL
"A"
Poles
ISR
Load
Wire
Desarrptron
circ#
tire#
Description
Wire
Load
BR
Pales
2
40
1.0 km
#8
A/C coop
l
2
AHU
$10
3.5 ko
30
2
3
4
2
30
4.5 ku
#10
40 gal. water HTR
5
L
Range
#4
12.0 ke
50
2
'1
e
1
20
1.8 Its
#12
Pump
9
10
Dr
#10
5.0 ku
30
2
11
12
1
20
1.5 ko
#12
13
14
Disheasher
#12
1.2 kw
20
1
1
20
1.5 Ito
#12
Microwave
is
1L
Refrigerator
#12
1.2 ke
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
I'1
18
Recepts
#12
20
1
1
20
1.5 kw
#12
Kitchen S.A.C.
19
20
Recepts
#12
20
1
1
20
1.2 ku
#12
Clothes Washer
21
22
Recepts
#12
20
1
1
20
0.81 ko
#12
Garage Door Opener
23
24
Recepts
812
20
1
1
20
IA kw
$12
25
21
Recepts
#12
20
1
1
20
1.12 kw
#12
21
28
Recepts
$12
20
1
I
i5
#14
General Lighting
2-1
30
Recepts
#12
20
1
l
15
$14
General Lighting
31
32
Recepts
#12
20
1
I
I6
#14
General Lighting
33
34
Exterior GFCI
#12
20
1
1
15
#14
General Lighting
35
36
Bathroom GPI
#12
20
1
1
20
#12
Smoke Detectors
31
38
General Lighting
$14
l5
I
1
20
312
Bathroom GPi
39
40
General Lighting
814
1s
I
5 are
41
42
spare
PANEL "A" LOAD CALCULATION SHEET
Load Description
Qt .
Watts
Total(Watts)
Csen.eral Lighting (3_.watts sq. ft.)
Small. Appliance, .Circult(s)
Range ................................................ . ........
Refrigerator ......
Microwave .......................................... I ........ ,
Dish Washer ................... I ......................... ,
Clothes, Wks#lei..............................................
Clothes .Drger................ I ... I ..........................
Water Heater .. ..............................................
Water..Pump..................................................
Cxarage Door Opener ............................. .......
1136
3
5.205
2
1,500
3 ®00
1
12,000
12 000
1
1200
1200
1
%SOO
1,500
1,200
1
1,200
1
1,200
1,200
1
5,000
5,000
1
.4 00
4,500
1
1,800
1800
1
810
810
Total Watts
3�1.415
First 10000 Watts e100%
1
10.000
10,000
Remainder 21,415 e40%
1
0
10.966
Electric Heat or A/C 10.000 965%
1
10,000
I0,000
Calculated Load
Watts
3D.9L4
Volta a
_
240
Calculated Wattage Divided bg Voltage = Total Amps 12q.03
Panel Size Required = I-(Q AmDa
Electrical Sgmbol Legend
$
Single Pole Switch
®
Recessed Can Light
r.�
Double Pole Switch
®
Eusbal Recessed
e
Push Button switch
J�r
Exhant Pan
Duplex Outlet
-�-
Ceiling Mounted Light
Special Receptacle
O--
Way Mounted Light
Waterproof. ground fault ftwruptof
JW
Light with Pug Chan (attic)
®
Floor Duplex Outlet
Q
Computer Connection Jack
®
Carbon Monmade Detector
4&
Flood Light
Q
Thermostat
m
Electrical Panel
Q
Central Vac
ICJ
Electrical Meter
Q
Smoke Detector
Coibng fan
®
Television Jack
®
Telephone Jack
„off c
A/C Disconnsat
®
I x 4 Florescent Li t
2 x 4 Florescent Light
®
Speaker Hook -Up
ID
intercom
= JUNCTION BOX TO SUPPORT A FAH
= THERMOSTAT LOCATION
B/A = Balanced Air
Electric dotes:
I. Use co per wire only, no aluminum.
2. Provide and wire all required smoke detectors.
3. Contractor to verify location of electrical
service and provider.
4. ALL paddle fans shall be on a rheostat.
S. ALL bath and kitchen receptacles to be GFi protected.
b. ALL exterior outlets to be WP/GFi protected.
T. Recessed cans to be installed per NFPA requirements.
8. AFCi receptacles are required in all rooms except
Kitchen, Bathrooms, and Garage.
9. A/C Return Air Balance Must comply w/ FBC RM1402
10. A/C Refrigerant lines that are run thru slabs must be
sleeved in PVC
11, ALL A/C Equipment shall comply with energy calculation
12. All work shall be performed bg a licensed electrical
contractor, the completed system shall be fullg operative.
13. Contractor shall pay for all fees, permits, testing., and
inspections including blower testing where required.
14. All work shall be coordinated with other trades to avoid
interference with the progress of construction.
15, All required insurance shall be provided for protection
against the public liability and property damage for the
duration of the work.
14. Contractor shall guarantee all materials and workmanship
free of defects for a period of not less than two years from
the date of acceptance or certificate of occupancy, or one
year from closing sale of house.
Correction of defects shall be completed without additional
charge and shall include replacements or repair of any
other phase of installation that may have been damaged.
11. It is not the intent of these plans to show every minor detail
of construction. The contractor shall furnish and install
all items for a complete electrical system and provide all
the requirements necessary for the equipment to be placed in
proper working order.
i8. All work shall be done in accordance with the N.E.C. and
shall comply with all local codes and ordinances, and shall
meet all standard requirements of the local electric utility
and telephone company.
SEE
"J• a
to
A/C disc.
SO
M/O Alusiinum ford A
b• Conduit -..�� A EL
20 PVC ( PP
2' rigid service PPL I >5#cort°p�i�aina slab
EL.ECTRiCAL RISER
- Contractor shall use AL-•CU Landing lugs. NTS
- Contractor shall torque lugs I.A.W.
manufacturers recommendations which
shall be verified prior to construction
19. The electrical system shall be completely and effective)
grounded as required bg the latest edition of the N.E.C.
20. All material shall be new and shall bear underwriters'
labels where applicable.
21. All equipment and panel sizes shall be verified before
ordering. The contractor shall provide circuit routings to
suit the job conditions.
22. Furnish and install all fixtures as called for on the plans
or as selected bg others.
23. All raceways and pipes placed in or through any concrete
slab shall be spaced a minimum of three diameters of the
largest conduit or pipe from any other service.
24. All exposed wire below 9'-l" shall be installed in metal EMT
cordui`,.
25. Dryer Vents to be installed per FBC RMIS02
Vent thru
-soffit
install oulet
under disc.
not shown for
clarity
_s
l hre For
Front Post
Light
MECHANICAL
L;4 )"' 0 U T
0- THERMOSTAT LOCATION SCALE: 1/4" = I r- O ri
PORCH
" WP GFCI
u W I --
i
I
I
I � l
GREAt ROOM 1 �
I I
I L 0 5 E T
MASTER
BEDF1,OOM
I \
I \
\ WASHER DRYER
I ® _
DINING
l N f N i ��� LAUNDRY
C I -()e
ROOM
I S �
/ I IIQ
1000
I III']
® I �
GFCI 01 /
r---------='------,
IGarage
1 door I
I Opener 1
I I
I
I I
I I
i I
I I
I I
1 t
ci
1
1
1
1
to garage irghts
--i- --.%-
Post Light uiith
Photo cell
Center Posit Light
between driveways
i SECOND
\�3EDROOM
i
1
THIRD
> 5----E5EDROOM
I �
I � �
UJP GFCi
GFCj,{�
150 Amp
GFCI Panel
Garage I
I I Door I
I Opener 1
GOLF CART
GARAGE
I i GFcI
GFCI
I I
ELECTRICAL PLAN
SCALE- I/4" = I' -Off
Braden It
Braden AIIA, PA
W r ne
BuildingCorp.Cor .
MODEL:
Date Drawn s
Architects - Planners
12-L-I1
411
Tel
B,
S.E. Coconut Avenue
(112) 281-8258
T E
WINDSOR
R E A
Drawn by:
Fax
:
: (112) 281-8283
PORCH,
C.G.U.
E-mail:
Stuart. FL
bradenaia®comcast.net
3-4994 #AAC000032
Spanish Lakes
t Lucre County Florida
LEFT
Checked by:
0. >R, B.
Attic Venting alculations
Total Attic Space = 2101 sqq�. ft. FBC 2SZ5,1q7.
Venting Ratio 1/150 = 18.00 sq. ft. required
Provide A Continuous Vented Soffit
Revisions :