HomeMy WebLinkAboutRevisionsOFFICE USE ONLY:
DATE FILED: 7/30/2019 REVISION FEE: 516
LOCATION/SITE
ADDRESS:
2260 Rock Road
PERMIT # 1904-0473
RECEIPT # _64
PLANNING & DEVELOPMENT SERVI�/.EsGO
BUILDING & CODE REGULATION DIVISI(y'1N" `;.1�r� ��"=-'�'�:� •^�
p 1o9 2300 VIRGINIA AVENUE ,� 4 r � f��, "' �" 1��y
e� FORT PIERCE, FL 34982-5662
9p�p Q,rr! (772) 462-1553 .3 a 'ridi /.
APPLICATION FOR BUILDING P� '7
PROJECT INFORMATION ti fJl
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
1. revised connector schedule for A04G and A05G trusses 2. revised roofing to metal Edge-loc by JA Taylor and roofing
underlayment 3. revised energy calc and cubic volume on prints
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CRC1330685
BUSINESS NAME: Trefelner Construction Inc
QUALIFIERS NAME: James Trefelner
ADDRESS: 1760 Copenhaver Rd
CITY: Fort Pierce STATE: FI
PHONE (DAYTIME): 772-201-9833
OWNER/BUILDER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME:
STATE:
ARCHITECT/ENGINEER INFORMATION:
NAME: Raul Valella
ST. LUCIE CO CERT. #: 28600
FAX:
ram:
ZIP: 34945
ZIP:
ADDRESS: 138 SE Naranja Ave
CITY: Port St Lucie STATE: FI ZIP: 34983
PHONE (DAYTIME): 772-871-2457
SLCCC: 9123109
Revised 06130/17
I
JUL 3 0 [q6+-Dy 3
FORM R405-2017 Q��
FLORIDA Ekff-lhGF � FF 1 �S�R CCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: Cuellar Residence
Builder Name: Trefelner Construction
Street: 2260 Rock Road
Permit Office: St. Lucie County
City, State, Zip: Fort Pierce , FL, 34945
Permit Number:
Owner: Cuellar Residence
Jurisdiction: St. Lucie County
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone 2 )
1. New construction or existing New (From Plans)
9. Wall Types (3960.0 sgft.)
Insulation Area
2. Single family or multiple family Single-family
a. Concrete Block - Ext Insul, Exterior
R=4.1 3960.00 ft2
b. N/A
R= ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms 5
d. N/A
R= ft2
5. Is this a worst case? No
10. Ceiling Types (3173.0 sqft.)
Insulation Area
a. Roof Deck (Unvented)
R=20.0 3173.00 ft2
6. Conditioned floor area above grade (ft2) 3173
b. N/A
R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A
R= ft2
11. Ducts
R ft2
7. Windows(339.1 sqft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Attic
6 140
a. U-Factor: Dbl, U=0.32 324.13 ft2
SHGC: SHGC=0.19
b. U-Factor: Dbl, U=0.38 15.00 ft2
12. Cooling systems
kBtu/hr Efficiency
SHGC: SHGC=0.20
a. Central Unit
46.0 SEER:16.00
c. U-Factor: N/A ft2
SHGC:
13. Heating systems
kBtu/hr Efficiency
d. U-Factor: N/A ft2
a. Electric Strip Heat
34.0 COP:1.00
SHGC:
Area Weighted Average Overhang Depth: 4.702 ft.
Area Weighted Average SHGC: 0.190
14. Hot water systems
8. Floor Types (3173.0 sqft.) Insulation Area
a. Propane Tankless
Cap: 1 gallons
EF: 0.600
a. Slab -On -Grade Edge Insulation R=0.0 3173.00 ft2
b. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
15. Credits
CF, Pstat
Glass/Floor Area: 0.107 Total Proposed Modified Loads: 106.44
PASS
Total Baseline Loads: 109.28
1 hereby certify that the plans and specifications covered by
Review of the plans and
-tY3E ST.
this calculation are in compliance with the Florida Energy
specifications covered by this
D
,y Off,
Code.
calculation indicates compliance
�^-
y /,,'�;`_-,,-°��.�� ti+
�O
with the Florida Energy Code.
PREPAR D Y:
Before construction is completed
DATE:
this building will be inspected for
compliance with Section 553.908
I hereby certify that this building, as signed, is in compliance
Florida Statutes.
with the Florida Energy Code. /
G'Op yyE'C4�
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 R403.3.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and this project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2).
7/7/2019 8:47 AM EnergyGaugeO USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 8
FORM R405-2017
INPUT SUMMARY CHECKLIST REPORT
PROJECT
Title:
Cuellar Residence
Bedrooms: 5
Address Type:
Street Address
Building Type:
User
Conditioned Area: 3173
Lot #
Owner Name:
Cuellar Residence
Total Stories: 2
Block/Subdivision:
# of Units:
1
Worst Case: No
PlatBook:
Builder Name:
Trefelner Construction
Rotate Angle: 0
Street:
2260 Rock Road
Permit Office:
St. Lucie County
Cross Ventilation: No
County:
St. Lucie
Jurisdiction:
St. Lucie County
Whole House Fan: No
City, State,
Zip:
Fort Pierce ,
Family Type:
Single-family
FL, 34945
New/Existing:
New (From Plans)
Comment:
CLIMATE
/
Design Temp
Int Design Temp
Heating
Design Daily Temp
V 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
3173
31730
SPACES
Number
Name
Area
Volume Kitchen Occupants
Bedrooms
InfilID
Finished Cooled
Heated
1
Master Bath
206
2060 No
0
1
Yes
Yes
Yes
2
Toilet
32
320 No
0
1
No
Yes
Yes
3
Master Bedroom
280
2800 No
2
1
1
Yes
Yes
Yes
4
Closet
133
1330 No
0
1
No
Yes
Yes
5
Bedroom 2
217
2170 No
1
1
1
Yes
Yes
Yes
6
Bath 2
60
600 No
0
1
Yes
Yes
Yes
7
Bedroom 3
195
1950 No
1
1
1
Yes
Yes
Yes
8
Foyer
120
1200 No
0
1
Yes
Yes
Yes
9
Den
154
1540 No
2
1
Yes
Yes
Yes
10
Pantry
24
240 No
0
1
No
Yes
Yes
11
Stairwell
32
320 No
0
1
No
Yes
Yes
12
Hall
40
400 No
0
1
No
Yes
Yes
13
Great Room
391
3910 No
2
1
Yes
Yes
Yes
14
Kitchen
240
2400 Yes
1
1
Yes
Yes
Yes
15
Hall
88
880 No
0
1
No
Yes
Yes
16
Entry
76
760 No
0
1
Yes
Yes
Yes
17
1/2 Bath
32
320 No
0
1
Yes
Yes
Yes
18
Laundry
147
1470 No
1
1
Yes
Yes
Yes
19
Dining Room
169
1690 No
2
1
Yes
Yes
Yes
20
Bedroom 4
171
1710 No
2
1
1
Yes
Yes
Yes
21
Bath 3
66
660 No
0
1
Yes
Yes
Yes
22
Closet 2
42
420 No
0
1
Yes
Yes
Yes
7/7/2019 8:47 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 2 of 8
f
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
SPACES
Number Name
Area Volume
Kitchen Occupants
Bedrooms
InfilID Finished
Cooled
Heated
23 Bedroom 5
162 1620
No 2
1
1 Yes
Yes
Yes
24 Hall
72 720
No 0
1 Yes
Yes
Yes
25 Stairwell
24 240
No 0
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 Bath
35 ft
0
206 ft2
_-__ 1
0
0
2 Slab -On -Grade Edge Insulatio
Toilet
1 ft
0
32 ft2
____ 1
0
0
3 Slab -On -Grade Edge Insulatio
Master Bedroom
25 ft
0
280 ft2
1
0
0
4 Slab -On -Grade Edge Insulatio
Closet
1 ft
0
133 ft2
1
0
0
5 Slab -On -Grade Edge Insulatio
Bedroom 2
31 ft
0
217 ft2
1
0
0
6 Slab -On -Grade Edge Insulatio
Bath 2
6 ft
0
60 ft2
1
0
0
7 Slab -On -Grade Edge Insulatio
Bedroom 3
19 ft
0
195 ft2
____ 1
0
0
8 Slab -On -Grade Edge Insulatio
Foyer
7 ft
0
120 ft2
____ 1
0
0
9 Slab -On -Grade Edge Insulatio
Den
19 ft
0
154 ft2
1
0
0
10SIab-On-Grade Edge Insulatio
Pantry
1 ft
0
24 ft2
____ 1
0
0
11Slab-On-Grade Edge Insulatio
Stairwell
1 ft
0
32 ft2
---- 1
0
0
12SIab-On-Grade Edge Insulatio
Hall 1
1 ft
0
40 ft2
1
0
0
13SIab-On-Grade Edge Insulatio
Great Room
19 ft
0
391 ft2
1
0
0
14SIab-On-Grade Edge Insulatio
Kitchen
14 ft
0
240 ft2
___- 1
0
0
15SIab-On-Grade Edge Insulatio
Hall 2
1 ft
0
88 ft2
1
0
0
16SIab-On-Grade Edge Insulatio
Entry
9 ft
0
76 ft2
e__ 1
0
0
17SIab-On-Grade Edge Insulatio
1/2 Bath
12 ft
0
32 ft2
1
0
0
18SIab-On-Grade Edge Insulatio
Laundry
27 ft
0
147 ft2
1
0
0
19SIab-On-Grade Edge Insulatio
Dining Room
37 ft
0
169 ft2
--_- 1
0
0
20SIab-On-Grade Edge Insulatio
Bedroom 4
47 ft
0
171 ft2
____ 1
0
0
21SIab-On-Grade Edge Insulatio
Bath 3
15 ft
0
66 ft2
ee 1
0
0
22SIab-On-Grade Edge Insulatio
Closet 2
7 ft
0
42 ft2
1
0
0
23SIab-On-Grade Edge Insulatio
Bedroom 5
42 ft
0
162 ft2
1
0
0
24SIab-On-Grade Edge Insulatio
Hall 3
21 ft
0
72 ft2
1
0
0
25Slab-On-Grade Edge Insulatio
Stairwell 2
4 ft
0
24 ft2
_—_ 1
0
0
7/7/2019 8:47 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 3 of 8
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
ROOF
V
Roof
Gable
Roof Rad
Solar
SA Emitt
Emitt Deck
Pitch
#
Type Materials Area
Area
Color Barr
Absor.
Tested
Tested Insul.
(deg)
1
Hip
Metal 3549 ft2
0 ft2
Light N
0.6
No 0.9
No 20
26.6
ATTIC
/
V #
Type
Ventilation
Vent Ratio (1 in)
Area
RBS
IRCC
1
Full attic
Unvented
0
3173 ft2
N
N
CEILING
#
Ceiling Type
Space
R-Value
Ins Type
Area
Framing Frac
Truss Type
1
Under Attic (Unvented)
Master Bath
0
Blown
206 ft2
0.1
Wood
2
Under Attic (Unvented)
Toilet
0
Blown
32 ft2
0.1
Wood
3
Under Attic (Unvented)
Master Bedroom
0
Blown
280 ft2
0.1
Wood
4
Under Attic (Unvented)
Closet
0
Blown
133 ft2
0.1
Wood
5
Under Attic (Unvented)
Bedroom 2
0
Blown
217 ft2
0.1
Wood
6
Under Attic (Unvented)
Bath 2
0
Blown
60 ft2
0.1
Wood
7
Under Attic (Unvented)
Bedroom 3
0
Blown
195 ft2
0.1
Wood
8
Under Attic (Unvented)
Foyer
0
Blown
120 ft2
0.1
Wood
9
Under Attic (Unvented)
Den
0
Blown
154 ft2
0.1
Wood
10
Under Attic (Unvented)
Pantry
0
Blown
24 ft2
0.1
Wood
11
Under Attic (Unvented)
Stairwell
0
Blown
32 ft2
0.1
Wood
12
Under Attic (Unvented)
Hall 1
0
Blown
40 ft2
0.1
Wood
13
Under Attic (Unvented)
Great Room
0
Blown
391 ft2
0.1
Wood
14
Under Attic (Unvented)
Kitchen
0
Blown
240 ft2
0.1
Wood
15
Under Attic (Unvented)
Hall 2
0
Blown
88 ft2
0.1
Wood
16
Under Attic (Unvented)
Entry
0
Blown
76 ft2
0.1
Wood
17
Under Attic (Unvented)
1/2 Bath
0
Blown
32 ft2
0.1
Wood
18
Under Attic (Unvented)
Laundry
0
Blown
147 ft2
0.1
Wood
19
Under Attic (Unvented)
Dining Room
0
Blown
169 ft2
0.1
Wood
20
Under Attic (Unvented)
Bedroom 4
0
Blown
171 ft2
0.1
Wood
21
Under Attic (Unvented)
Bath 3
0
Blown
66 ft2
0.1
Wood
22
Under Attic (Unvented)
Closet 2
0
Blown
42 ft2
0.1
Wood
23
Under Attic (Unvented)
Bedroom 5
0
Blown
162 ft2
0.1
Wood
24
Under Attic (Unvented)
Hall 3
0
Blown
72 ft2
0.1
Wood
25
Under Attic (Unvented)
Stairwell 2
0
Blown
24 ft2
0.1
Wood
WALLS
ft ()Mt
Adjacent
To IAI-11 Type
Cavity Width
Spacele FtEt
Height
InArea
Sheathing Framing Solar
RAIRIlle
Below
_ 1 N
Exterior Concrete Block - Ext InsMaster Bath
4.1 25
0 10 0
250.0 ft2
0 0
0.6
0
2 E
Exterior Concrete Block
- Ext InsMaster Bath
4.1 10
0 10 0
100.0 ft2
0 0
0.6
0
3 E
Exterior Concrete Block
- Ext InMbster Bedro
4.1 14
0 10 0
140.0 ft2
0 0
0.6
0
4 S
Exterior Concrete Block - Ext InNbster Bedro
4.1 11
0 10 0
110.0 ft2
0 0
0.6
0
7/7/2019 8:47 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 4 of 8
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WALLS
Adjacent
Cavity
Width
Height
Sheathing Framing
Solar
Below
10
Space
Wnfl TypePA/M.n.
Et
In
Et'
In
Area
P-Vnhjt�
Fraction
AhSnr
rrarip0l,
5
N
Exterior
Concrete Block - Ext InsiBedroom 2
4.1
17
0
10
0
170.0 ft2
0
0
0.6
0
_ 6
W
Exterior
Concrete Block - Ext InsrBedroom 2
4.1
14
0
10
0
140.0 ft2
0
0
0.6
0
7
W
Exterior
Concrete Block - Ext Insul Bath 2
4.1
6
0
10
0
60.0 ft2
0
0
0.6
0
8
N
Exterior
Concrete Block - Ext InsLBedroom 3
4.1
5
0
10
0
50.0 ft2
0
0
0.6
0
9
W
Exterior
Concrete Block - Ext InsLOedroom 3
4.1
14
0
10
0
140.0 ft2
0
0
0.6
0
10
W
Exterior
Concrete Block - Ext Insul Foyer
4.1
7
0
10
0
70.0 ft2
0
0
0.6
0
11
S
Exterior
Concrete Block - Ext Insul Den
4.1
5
0
10
0
50.0 ft2
0
0
0.6
0
_ 12
W
Exterior
Concrete Block - Ext Insul Den
4.1
14
0
10
0
140.0 ft2
0
0
0.6
0
13
E
Exterior
Concrete Block - Ext InsGreat Room
4.1
19
0
10
0
190.0 ft2
0
0
0.6
0
14
E
Exterior
Concrete Block - Ext Insul Kitchen
4.1
3
0
10
0
30.0 ft2
0
0
0.6
0
15
S
Exterior
Concrete Block - Ext Insul Kitchen
4.1
11
0
10
0
110.0 ft2
0
0
0.6
0
_ 16
E
Exterior
Concrete Block - Ext Insul Entry
4.1
4
0
10
0
40.0 ft2
0
0
0.6
0
17
S
Exterior
Concrete Block - Ext Insul Entry
4.1
5
0
10
0
50.0 ft2
0
0
0.6
0
18
E
Exterior
Concrete Block - Ext Insult/2 Bath
4.1
8
0
10
0
80.0 ft2
0
0
0.6
0
19
S
Exterior
Concrete Block - Ext Insul1/2 Bath
4.1
4
0
10
0
40.0 ft2
0
0
0.6
0
20
N
Exterior
Concrete Block - Ext Insul Laundry
4.1
1
0
10
0
10.0 ft2
0
0
0.6
0
21
S
Exterior
Concrete Block - Ext Insul Laundry
4.1
10
0
10
0
100.0 ft2
0
0
0.6
0
22
W
Exterior
Concrete Block - Ext Insul Laundry
4.1
16
0
10
0
160.0 ft2
0
0
0.6
0
_23
N
Exterior
Concrete Block - Ext InOlning Room
4.1
11
0
10
0
110.0 ft2
0
0
0.6
0
_ 24
E
Exterior
Concrete Block - Ext Indi)lning Room
4.1
13
0
10
0
130.0 ft2
0
0
0.6
0
_25
S
Exterior
Concrete Block- Ext IndOlning Room
4.1
13
0
10
0
130.0 ft2
0
0
0.6
0
_ 26
N
Exterior
Concrete Block - Ext InsLOedroom 4
4.1
16
0
10
0
160.0 ft2
0
0
0.6
0
_27
E
Exterior
Concrete Block - Ext InsiBedroom 4
4.1
12
0
10
0
120.0 ft2
0
0
0.6
0
28
S
Exterior
Concrete Block - Ext InsiBedroom 4
4.1
16
0
10
0
160.0 ft2
0
0
0.6
0
29
W
Exterior
Concrete Block - Ext InsLOedroom 4
4.1
3
0
10
0
30.0 ft2
0
0
0.6
0
30
N
Exterior
Concrete Block - Ext Insul Bath 3
4.1
11
0
10
0
110.0 ft2
0
0
0.6
0
31
S
Exterior
Concrete Block - Ext Insul Bath 3
4.1
4
0
10
0
40.0 ft2
0
0
0.6
0
_32
N
Exterior
Concrete Block - Ext Insul Closet 2
4.1
7
0
10
0
70.0 ft2
0
0
0.6
0
33
N
Exterior
Concrete Block - Ext InsLOedroom 5
4.1
15
0
10
0
150.0 ft2
0
0
0.6
0
34
S
Exterior
Concrete Block - Ext InsrBedroom 5
4.1
15
0
10
0
150.0 ft2
0
0
0.6
0
35
W
Exterior
Concrete Block - Ext InsiBedroom 5
4.1
12
0
10
0
120.0 ft2
0
0
0.6
0
_36
N
Exterior
Concrete Block - Ext Insul Hall 3
4.1
4
0
10
0
40.0 ft2
0
0
0.6
0
37
E
Exterior
Concrete Block - Ext Insul Hall 3
4.1
3
0
10
0
30.0 ft2
0
0
0.6
0
_ 38
S
Exterior
Concrete Block - Ext Insul Hall 3
4.1
14
0
10
0
140.0 ft2
0
0
0.6
0
39
S
Exterior
Concrete Block - Ext InsuStairwell 2
4.1
4
0
10
0
40.0 ft2
0
0
0.6
0
DOORS
#
Ornt
Door Type Space
Storms
U-Value
Width
Height
Area
Ft
In
Ft In
1
W
Wood Foyer
None
.39
3
8
24 ft2
7/7/2019 8:47 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 5 of 8
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
WINDOWS
Orientation shown is the entered, Proposed orientation.
V
Wall
Overhang
#
Ornt
ID Frame
Panes NFRC
U-Factor
SHGC Imp
Area
Depth
Separation
Int Shade
Screening
1
N
1 Vinyl
Low E Double
Yes
0.38
0.2 N
15.0 ft2
1 ft 7 in
1 ft 4 in
None
None
2
E
3 Vinyl
Low-E Double
Yes
0.32
0.19 N
24.0 ft2
1 ft 7 in
1 ft 4 in
None
None
3
S
4 Vinyl
Low-E Double
Yes
0.32
0.19 N
18.0 ft2
1 ft 7 in
1 ft 4 in
None
None
4
W
6 Vinyl
Low-E Double
Yes
0.32
0.19 N
18.0 ft2
1 ft 7 in
1 ft 4 in
None
None
5
W
7 Vinyl
Low-E Double
Yes
0.32
0.19 N
4.0 ft2
1 ft 2 in
1 ft 4 in
None
None
6
W
9 Vinyl
Low-E Double
Yes
0.32
0.19 N
18.0 ft2
7 ft 0 in
1 ft 4 in
None
None
7
W
10 Vinyl
Low-E Double
Yes
0.32
0.19 N
18.7 ft2
1 ft 7 in
1 ft 4 in
None
None
8
W
12 Vinyl
Low E Double
Yes
0.32
0.19 N
18.0 ft2
7 ft 0 in
1 ft 4 in
None
None
9
E
13 Vinyl
Low-E Double
Yes
0.32
0.19 N
48.0 ft2
10 ft 0 in
1 ft 4 in
None
None
10
E
13 Vinyl
Low-E Double
Yes
0.32
0.19 N
18.7 ft2
10 ft 0 in
1 ft 4 in
None
None
11
S
15 Vinyl
Low-E Double
Yes
0.32
0.19 N
24.0 ft2
1 ft 7 in
1 ft 4 in
None
None
12
E
16 Vinyl
Low-E Double
Yes
0.32
0.19 N
8.0 ft2
1 ft 7 in
1 ft 4 in
None
None
13
S
17 Vinyl
Low-E Double
Yes
0.32
0.19 N
24.0 ft2
10 ft 0 in
1 ft 4 in
None
None
14
S
21 Vinyl
Low-E Double
Yes
0.32
0.19 N
12.0 ft2
10 ft 0 in
1 ft 4 in
None
None
15
W
22 Vinyl
Low-E Double
Yes
0.32
0.19 N
18.0 ft2
1 ft 7 in
1 ft 4 in
None
None
16
N
23 Vinyl
Low-E Double
Yes
0.32
0.19 N
26.4 ft2
1 ft 7 in
1 ft 4 in
None
None
17
E
24 Vinyl
Low-E Double
Yes
0.32
0.19 N
26.4 ft2
1 ft 7 in
1 ft 4 in
None
None
INFILTRATION
# Scope
Method
SLA
CFM 50
ELA EgLA
ACH
ACH 50
1 Wholehouse
Proposed ACH(50) .000445
3701.8
203.23 382.2
.2224
7
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat/ None
COPA
34 kBtu/hr
1
sys#1
COOLING SYSTEM
#
System Type
Subtype
Efficiency
Capacity Air Flow SHR
Block
Ducts
1
Central Unit/
Split
SEER: 16
46 kBtu/hr
cfm 0.7
1
sys#1
HOT WATER SYSTEM
#
System Type
SubType Location
EF
Cap
Use
SetPnt
Conservation
1
Propane
Tankless Exterior
0.6
1 gal 60.9 gal
120 deg
None
7/7/2019 8:47 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 6 of 8
FORM R405-2017 INPUT SUMMARY CHECKLIST REPORT
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
140 ft2
Attic
35 ft2 Default Leakage
Attic
(Default) (Default)
1 1
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
CoolingJan
HeatinJan
Feb
Feb
Mar
Mar
ki
Apr
APr
Jul
May Jun Jul
Ma X Jun rl
Au
AuSep
rl
Se
Oct
Oct
Nov
Nov
Dec
Dec
Ventin Jan
Feb
Mar
[X
Apr [
May [ 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
7/7/2019 8:47 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 7 of 8
FORM R405-2017
INPUT SUMMARY CHECKLIST REPORT
MASS
Mass Type
Area
Thickness
Furniture Fraction
Space
Default(8 Ibs/sq.ft.
0 ft2
0 ft
0.3
Master Bath
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Toilet
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Master Bedroom
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Closet
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Bedroom 2
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Bath 2
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Bedroom 3
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Foyer
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Den
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Pantry
Default(8 lbs/sq.ft.
ft2
ft
0.3
Stairwell
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Hall 1
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Great Room
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Kitchen
Default(8 lbs/sq.ft.
ft2
ft
0.3
Hall 2
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Entry
Default(8 Ibs/sq.ft.
ft2
It
0.3
1/2 Bath
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Laundry
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Dining Room
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Bedroom 4
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Bath 3
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Closet 2
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Bedroom 5
Default(8 Ibs/sq.ft.
ft2
ft
0.3
Hall 3
Default(8 Ibs/s .ft.
ft2
ft
0.3
Stairwell 2
7/7/2019 8:47 AM EnergyGauge® USA 6.0.02 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 8 of 8
2017 EPL DISPLAY CARD
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the Energy Performance Index, the more efficient the home.
1. New home or, addition
1. New (From Plans)
12. Ducts, location & insulation level
a) Supply ducts R
6.0
2. Single-family or multiple -family
2. Single-family
b) Return ducts R
6.0
c) AHU location
Attic
3. No. of units (if multiple -family)
3.
1
4. Number of bedrooms
4.
5
13. Cooling system: Capacity
46.0
a) Split system SEER
16.0
5. Is this a worst case? (yes/no)
5.
No
b) Single package SEER
c) Ground/water source SEER/COP
6. Conditioned floor area (sq. ft.)
6.
3173
d) Room unit/PTAC EER
e) Other
7. Windows, type and area
a) U-factor:(weighted average)
7a.
0.323
b) Solar Heat Gain Coefficient (SHGC)
7b.
0.190
14. Heating system: Capacity
34.0
c) Area
7c.
339.1
a) Split system heat pump HSPF
b) Single package heat pump HSPF
8. Skylights
c) Electric resistance COP
1.0
a) U-factor:(weighted average)
8a.
NA
d) Gas furnace, natural gas AFUE
b) Solar Heat Gain Coefficient (SHGC)
8b.
NA
e) Gas furnace, LPG AFUE
f) Other
9. Floor type, insulation level:
a) Slab -on -grade (R-value)
9a.
0.0
b) Wood, raised (R-value)
9b.
15. Water heating system
c) Concrete, raised (R-value)
9c.
a) Electric resistance EF
b) Gas fired, natural gas EF
10. Wall type and insulation:
c) Gas fired, LPG EF
0.60
A. Exterior:
d) Solar system with tank EF
1. Wood frame (Insulation R-value)
10A1.
e) Dedicated heat pump with tank EF
2. Masonry (Insulation R-value)
10A2.
4.1
0 Heat recovery unit HeatRec%
B. Adjacent:
g) Other
1. Wood frame (Insulation R-value)
10131.
2. Masonry (Insulation R-value)
10132.
16. HVAC credits claimed (Performance Method)
11. Ceiling type and insulation level
a) Ceiling fans
Yes
a) Under attic
11 a.
0.0
b) Cross ventilation
No
b) Single assembly
11b.
c) Whole house fan
No
c) Knee walls/skylight walls
11 c.
d) Multizone cooling credit
d) Radiant barrier installed
11d.
No
e) Multizone heating credit
f) Programmable thermostat
Yes
*Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT
certify that this home has complied with the Florida Building Code, Energy Conservation, through the above energy
saving features which will be installed (or exceeded) in this home before final inspection. Otherwise, a new EPL
display card will be completed based on installed code compliant features.
Builder Signature: Date: 7h
Address of New Home: 2260 Rock Road City/FL Zip: Fort Pierce, FL 34945
7/7/2019 8:47:54 AM EnergyGauge® USA 6.0.03 (Rev. 1) - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
Flame Spread Index & Smoke Developed Index
Insulation Flame Spread: Not to exceed 25
Insulation Smoke Developed Index: Not to exceed 450
Wall Finishes: Not greater than 200
Ceiling Finishes: Not greater than 200
Climatic & Geographic Design Criteria
Weathering: Negligible Termite Area: Very Heavy
W
O
7
0
i-�
.co
Building Code
6th Edition Florida Building Code: Residential
2014 National Electric Code NFPA 70
Scope of Work
New Two level CBS single family
residence
Design Loads
Roof Live Load: 20.0 p.s.f.
Floor Live Load: 40.0 p.s.f.
Wind Speed: 160 MPH
Wind Importance Factor: I D
Building Category: II
Wind Exposure: C
Internal Pressure Coefficent: .18
Structure Designed: Enclosed
Soil bearing capacity: 2000 p.s.f.
Building Data
Occupancy Type: Group R
Construction Type: V
Number of Stories: Two
Project Area: 4292 s.f.
Total Cubic Volume: 31,730 c.f.
Area Tabulation
1 st Living
2636
2nd Living
537
Total Living
3173
Porch
275
Entry
264
Carport
472
Breezeway
108
Total 4292
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7/11/19 1 Cubic Volume
drawn
8.1,
checked
s.l.
date
2/14/19
scale
As Noted
job number
19001
sheet
A-1
•
PRODUCT APPROVAL
Approval
Glass
Building Rated
Product Rated
Product
Model Number
Manufacturer
Attachment Method
Number
Type
Design Pressures
Design Pressures
Head: 12" max. from corners & 30"o.c. max. Jambs:
SH-5500
5/16"
12' max. from corners & 17.7"" max. 5"" each side of
NOA: 15-0519.05
Windows
Singlehung
PGT Industries
Lam.
meeting rail. Use 3/16" Tapcon with 1 1/4" embedment
+33.5 -44.8
+/- 50.0
into concrete
FL#: 17184.5
Fiberglass
5/16'"
6"" from corners & 14""o.c. at jambs. 1/4"" tapcon
FL#: 17184.1
Swing Doors
Door
Plastpro
Lam
screws with 1 1 /4'" embed. into conc.
+33.5 -36.3
50.0
Approval
Building Rated
Product Rated
Product
Model Number
Manufacturer
Attachment Method
Number
Design Pressures
Design Pressures
NOA: 18-1023.17
Roofing#10-13,
Edge-Loc
JA Taylor Roofing
x I" Long pancake head screws with washer at each
-45.0
-59.75
Rib 16" p.c. in field and 6 3/4" o.c. in corners.
FL#: 13192.2
Siding
Hardie Plank
James Hardie
Fasteners shall be ET&F block nail .30 Head dia. .14 Shank dia. and
1 1/4- long. 21_o.c. max. spacing
-50.0
-92.0
FL: 9777.7
Roofing
Underlayment
Weatherlock
Specialty
Owens Corning
Direct attachment to plywood deck
-45.0
-142.5
IR![-- -' -7 - -- - - IAA _ II
PLUMBING NOTES:
Plumber to consult with contractor and equipment ordered
2 1
for rough in dimensions.
\
2
Verify all dimensions with the floor plan. The floor plan
dimensions dictates all other dimensions on other sheets.
2 2
Do not scale drawings, if any conflicts arise, contact the
3 2
Architect or Engineer for clarification prior to construction.
3 , ,
All sanitary lines 2- or less shall have a slope of 1/4- per
foot minimum.
3
All sanitary lines above 2- shall have a slope of 1/8" per
3""v.t.r. 2 2 3 3
foot minimum.
J
Provide Anti -Scalding Valve in all showers.
1
3 2
Lowest living area floor elevation (refered as 0.00') to be
2"
set by a professional land surveyor to the required building
2- v.t.r.
department elevation, but not less than 18- above the crown
Tub LAV
Wind Zone -Roof Plan
of the road.
W.C.
2- AUTO
SINK VENT
3- v.t.r.
2- J 1 1 2"
SINK
2- 12- v.t.r.
2
! v.t.r.
J
LAV
2„
3"
SINK
AV 3-
W.C. WASHER
3"" v.t.r.
2- J
3„
2„
LAV SHWR.
3„
3„
2"
2„
W.C.
3„ 2- 2„
LAV 3-
DOG
WASH
TUB W.C.
2 2„
3„ 3„ C.O.
Plumbing contractor to provide a
water hammer & shut off valve at SHWR.
each fixture
Insulate all hot water lines
to sewer
Plumbing Riser Diagram
system
Connector Schedule
Truss
Bearing
Truss
.Connector
OnTy"
Connector
Fasteners
Point
Uplift
ID
Uplift
(1) 5/8- dia. ATR with a
min. emedment of 12-
AS
4444
MGT
1
3965
Drill and Epoxy and (22)
1Od to Girder
HETA20
1
2500
(12) 16d
Ao4G
3 Ply
(1) 5/8"" dia. ATR with a
min. emedment of 12`"
AT
6123
MGT
I
3965
Drill and Epoxy and (22)
1Od to Girder
HETA20
1
2500
(12) 16d
(1) 5/8- dia: ATR with a
MGT
1
3965
min. emedment of 12"
AH
4723
Drill and Epoxy and (22)
1Od to Girder
HETA20
1
2500
(12) 16d
A05G
3 Ply
(1) 5/8`" dia. ATR with a
min. emedment of 12-
MGT
I
3965
Drill and Epoxy and (22)
BA
4685
1Od to Girder
HETA20
1
2500
(12) 16d
D01G
A
2081
HHETAI6
1
2235
(10) 10d x 1 1/2
K
2099
I Ply
All trusses
Each
<1810
HETA20
1
1810#
(9) 1 Od x 1 1 /2"
<1810
HETA20
1
1810#
(9) 1Od x 1 1/2-
to CBS
Brng.
All trusses
Each
<1000
MTS18
1
1000#
(14) 1Od x 1 1/2-
to Frame
Bring.
<1000
MTS18
1
1000#
(14) 1Od x 1 1/2"
Valley
Supporting
Framing
(4) 1 Od
Trusses
<250#
VTCR
1
370#
Valley
Truss
(3) 1 Od x 1 1/2-
Connector Notes:
BEAM TO C.B.S. --Z
HUC210-2 (18) 1/4" x 2 3/4-
Titen Screws to CBS and
(10) 1 Od to Wood Beam
(TYPICAL)
See Typical
Wall Section
F.F.E.
Do not substitute connectors
Do not sheath trusses before all straps are in place
Attach valley trusses and piggy back trusses, if present,
to main trusses per truss manufacturer drawing.
Truss to truss connection by truss company, installed
per manufacturers specs.
Lateral forces perpendicular and parallel to wall has been
considered (less than 300 p.l.f.)
Contractor to approve temporary bracing to prevent toppling
of trusses, see HIB-9.
Other specs, if different from above, have priority.
A.T.R. = All Treaded Rod
Drill and Epoxy Set all A.T.R.
Use either-Hilti- C-100 or Simpson Epoxy Tie Epoxy
Provide equal number of studs under girders equal to
the number of plys.
Cast in place sill or Tie Beam Option
In the event that precast products are damaged in the
field cast in place sills and tie beams may be used (not
to exceed 5'-10") Typical cast in place tie beam to be
a min. 8„ x 1211 with (2) #5 top and (2) #5 bottom
Safe Load Table Notes
1. All values based on minimum 4" nominal bearing.
Exception: Safe loads for unfilled U lintels must
be reduced by 20°% if bearing length is less than
6 1/2".
2. N.R. = Not Rated
3. Safe loads are superimposed allowable loads.
4. One #7 rebar may be substituted for two #5
rebar in 8 inch U lintels only.
5. All safe loads in units of pounds per linier foot.
6. All safe loads are based on simply supported span.
7. Safe load ratings based on rational design analysis
per ACI 318 and ACI 530.
Installation Notes
1. Installation of U lintels must comply with architectural
and/or structural drawings.
2. U lintels can be field cut to the required length.
3. Cast in place concrete may be provided in composite
U lintel in lieu of concrete masonry units.
4. The exterior surface of U lintels installed in exterior
concrete masonrywalls shall have a coating of stucco
g
applied in accordance with ASTM C-926 or other
approved coating.
5. Concrete masonry units used in composite U lintel shall
be laid in a running bond.
6. Shore composite lintels as required
7. U lintels are manufactured with a 5 1/2" long notch at
both ends to accomodate vertical call reinforcing and
grout.
Pre Engineered
Trusses 24" o.c.
Stucco Ceiling J
Wrap wood beam
with paper backed -
wire lath and stucco
See Floor Plan
Entry & Porch
SI
See Connector
Schedule for
Roof to Beam
Connection
(2) 2 x 12 p.t. beam
bond together with
I6d 6" o.c. Fasten to
columns with (2) HETA16
with (14) 1Dd per strap
8x8CBS
Column Beyond
with (1) #5 vertical
hooked into footing
in grout filled cell
36- Tall Railing with
Verticals 4-o.c. max.
Style and Selection
by Owner
4 x 4 p.t.
48-o.c. max.
� II / F-1
4 3000# Fibermix
°oncreteongrade Entry & Porch Section
Clean, Compacted
Treated Fill
Cast Crete Lintel Schedule
Grade
All Rebar to be #5 Grade 60 min.
00 00
eocc
00
00
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MARK
LENGTH OF
LINTEL
ALLOWABLE
GRAVITY LOAD
APPLIED
GRAVITY LOAD
ALLOWABLE
UPLIFT LOAD
APPLIED
UPLIFT LOAD
BEAM SPECS.
L-1
3'-10-
6113
681
3079
266
81`16 1 BAT
L-2
3'-0-
6113
935
3547
356
81`16 1 BAT
L-3
10'-6-
2093
1053
1185
301
81`22 1 BA T
L-4
T-10"
1843
152
1133
50
81`161BAT
L-5
4'-6-
6113
415
2724
70
81`16 IBA T
L-6
T-0-
2459
200
1462
50
8RF14 1B/2T
L-7
3'-8"
6113
1100
3079
326
81`16 1 BAT
L-8
4'-6-
8060
250
4224
100
8RF22 I BAT
L-9
5`10-
4360
935
2093
356
81`16 1BAT
L-10
T-0-
2661
415
1634
190
81`16 1BAT
L-11
1'-4-
6113
200
3547
50
81`16 1 BAT
L-12
21'-0-
845
676
531
326
81720 1B/2T
Mim. Beam depths shown, beams may be increased without coment
At Lintels 30- deep or larger, provide (1) #4 vertical rebar tied to
Horiz. steel at 24"o.c. along length of lintel
Fb reba, at too
in m read
quanta of zb rebar
at bottom of lintel
fthrib CraA a tv
=
CC)w°d,n
_ 8F16-1 B/1 T
5/8#9 rebar at bi nalJ 'iaoop
of lintal ali nominal
8- Nominal
Lintel Type Designation
Composite U Lintel Materials
,. Grout per ASTM C476 fg=3000 psi with maximum 3/8
inch aggregate and 8 to I I inch slump.
2. Reber per ASTM A615 Grade 60
3. Concrete masonry units (CMU) per ASTM C90 with
minimum net Brea compressive strength = 1900 psi
4. Mortar per ASTM C270 Type M or S
LU
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date revision
7/1/19 Product Approval
Connector Schdl.
drawn
s.i.
checked
s.i.
date
2/14/19
scale
As Noted
job number
19001
sheet
A-5