HomeMy WebLinkAboutRevisions; Update FBC 2020 7th Edition & Show Closed Window DetailOFFICE USE ONLY:
DATE FILED:
REVISION FEE: (o 1 :::2 J
PERMIT# DO-- 0/'�1, -OqC�Lq
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIAAVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
LOCATION/SITE
ADDRESS:
2-0 fZosg- Lt-,,
'p, q=—rec--r— �1k- .
DETAILED DESCRIPTION OF PROJECT
REVISIONS:
uj IQ ba'A93. DF-Tt--u
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CjgC ( k ST. LUCIE CO CERT. #:
BUSINESS NAME: Sokx-n>l�►4 c-
QUALIFIERS NAME: 7 �k u,-- 5-, 01,
ADDRESS: 2,6 SZ Drr--,
CITY: - '&—, STATE: ZIP: 3 2A ent'llell al
PHONE (DAYTIME): . FAX:
OWNER/BUILDER INFORMATION:
.. NAME: Ro -Dc) L- f=-0 VV—::7'6 ZS
ADDRESS: Ro,9 C).Scoo L-A
CITY: fz-c3r--;k,-T- T"t a
PHONE (DAYTIME:
STATE: --r--L- ZIP:
FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME: 3,0\,)
ADDRESS: 1 '71 2t I I r4k
CITY: � up i —i -F- rz-
PHONE (DAYTIME):
STATE: —FL zip: 3 3 4 -flt)
FAX:
SLCCC: 9123109
Revised 0613 0/17
L
FORM R405-2020
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: VEGA HOME CONSTRUCTION
Builder Name:
Street: 3520 ROSELAWN BLVD.
Permit Office:
City, State, Zip: FT. PIERCE, FL,
Permit Number:
Owner:
Jurisdiction:
Design Location: FL, Fort Pierce
County: St. Lucie (Florida Climate Zone 2 )
1. New construction or existing Addition
10. Wall Types(1408.0 sgft.)
Insulation Area
2. Single family or multiple family Detached
a. Concrete Block - Int Insul, Exterior
R=4.1 1408.00 ft2
b. N/A
R= ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms (Bedrms In Addition) 4(0)
d. N/A
R= ft2
11. Ceiling Types (1575.0 sqft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=30.0 1575.00 ft2
6. Conditioned floor area above grade (ft2) 1575
b. N/A
•R= ft2
Conditioned floor area below grade (ft2) 0
c. N/A
R= ft2
7. Windows(206.0 sgft.) Description Area
12. Ducts
a. Sup: Attic, Ret: Attic, AH: Attic
R ft2
6 95
a. U-Factor: Sgl, U=0.65 206.00 ft2
SHGC: SHGC=0.25
b. U-Factor: NIA ft2
13. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
29.4 SEER:16.00
c. U-Factor: N/A ft2
SHGC:
Area Weighted Average Overhang Depth: 2.000 ft.
14. Heating systems
kBtu/hr Efficiency '
Area Weighted Average SHGC: 0.250
a. Electric Strip Heat
27.0 COP:1.00
8. skylights Area
c. U-Factor:(AVG) N/A ft2
15. Hot water systems -
SHGC(AVG): N/A
a. Electric
Cap: 50 gallons
9. Floor Types (1575.0 sgft.) Insulation Area
EF: 0.950
a. Slab -On -Grade Edge Insulation R=0.0 1575.00 ft2
b. Conservation features
b. N/A R= ft2
None °
c. N/A R= ft2
16. Credits
None
Total Proposed Modified Loads: 46.94
Glass/Floor Area: 0.131
PASS
Total Baseline Loads: 50.39
I hereby certify that the plans and specifications covered by
Review of the plans and
1CvHE ST,A
this calculation are in compliance with the Florida Energy
specifications covered by thisO
Code.
calculation indicates compliance
y
z,•;;;,`'�„ O
with the Florida Energy Code.
rrr�,r
PREPA D B
DATE: - -
Before construction is completed
this building will be inspected for
compliance with Section 553.908
p --
0
I hereby certify that this building, as designed, is in compliance!
Florida Statutes.
COD
with the Florida Energy Code. !
WE'L¢�
OWNER/AGENT: K
BUILDING OFFICIAL:
DATE: Q A-- -1 20 z=!l1 !
DATE:
- Compliance requires certification by the air handler unit manufacturer thatathe air handier 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 pro j quires
an envelope leakage test report with envelope leakage no greater than 5.00 ACH50 (R402.4.1.2).
3/4/2021 12:11 PM 7.0.00 - FlaRes2020 FBC,7th Edition (2020) Compliant Software Page 1 of 5
I
FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT
Title:
VEGA HOME CONSTRUCTI
Building Type:
User
Owner Name:
# of Units:
1
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
Detached
New/Existing:
Addition
Comment:
PROJECT
Bedrooms:
4
Conditioned Area:
1575
Total Stories:
1
Worst Case:
No
Rotate Angle:
0
Cross Ventilation: No
Whole House Fan: No
Address Type:
Street Address
Lot #
Block/Subdivision:
PlatBook:
Street:
3520 ROSELAWN BLV
County:
St. Lucie
City, State, Zip:
FT. PIERCE,
FL,
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 1575 12600
SPACES
Number
Name Area Volume
Kitchen Occupants
Bedrooms
InfilID
Finished
Cooled
Heated
1
LIVING/DINING 528 4224
No
4
1
Yes
Yes
Yes
2
MAST ERBEDR00 302 2416
No
0
1
1
Yes
Yes
Yes
3
CLST. 49 392
No
0
1
No
Yes
Yes
4
BEDROOM 3 164 1312
No
0
1
1
Yes
Yes
Yes
5
BEDROOM 2 158 1264
No
0
1
1
Yes
Yes
Yes
6
BEDROOM 1 145 1160
No
0
1
1
Yes
Yes
Yes
7
KITCHEN 108 864
Yes
0
1
No
Yes
Yes
8
BATH 58 464
No
0
1
No
Yes
Yes
9
HALL 63 504
No
0
1
No
Yes
Yes
FLOORS
# Floor Type Space
Perimeter Perimeter R-Value
Area
Joist R-Value
Tile
Wood
Carpet
1 Slab -On -Grade Edge Insulation LIVING/DINING
59 ft 0
528 ft2
----
0
1
0
2 Slab -On -Grade Edge Insulation MAST ERBEDRO
53 ft 0
302 ft2
----
0
1
0
3 Slab -On -Grade Edge Insulation CLST.
1 ft 0
49 ft2
----
0
1
0
4 Slab -On -Grade Edge Insulation BEDROOM 3
23 ft 0
164 ft2
----
0
1
0
5 Slab -On -Grade Edge Insulation BEDROOM 2
24 ft 0
158 ft2
----
0
1
0
6 Slab -On -Grade Edge Insulation BEDROOM 1
17 ft 0
145 ft2
----
0
1
0
7 Slab -On -Grade Edge Insulation KITCHEN
1 ft 0
108 ft2
----
0
1
0
3/4/2021 12:11 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 2 of 5
1=nRnn Rangy-9n9n INPIIT StIMMARY CHECKLIST REPORT
FLOORS
#
Floor Type Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile
Wood Carpet
8 Slab -On -Grade Edge Insulation BATH 1 ft
0
58 ft2
----
0
1
0
9 Slab -On -Grade Edge Insulation HALL 1 ft
0
63 ft2
----
0
1
0
ROOF
/
Roof
Gable
Roof
Rad
Solar
SA Emitt
Emitt Deck
Pitch
V
#
Type Materials Area
Area
Color
Barr
Absor.
Tested
Tested Insul.
(deg)
1
Hip Composition shingles 1660 ft2
0 ft2 Medium
N
0.9
No 0.9
No 0
18.43
ATTIC
Area
RBS
IRCC
V
#
Type Ventilation
Vent Ratio (1 in)
1
Full attic Vented
150
1575 ft2
N
N
CEILING
#
Ceiling Type Space
R-Value
Ins Type
Area
Framing Frac
Truss Type
1
Under Attic (Vented) LIVING/DINING
30
Blown
528 ft2
0.1
Wood
2
Under Attic (Vented) MAST ERBEDRO
30
Blown
302 ft2
0.1
Wood
3
Under Attic (Vented) CLST.
30
Blown
49 ft2
0.1
Wood
4
Under Attic (Vented) BEDROOM 3
30
Blown
164 ft2
0.1
Wood
5
Under Attic (Vented) BEDROOM 2
30
Blown
158 ft2
0.1
Wood
6
Under Attic (Vented) BEDROOM 1
30
Blown
145 ft2
0.1
Wood
7
Under Attic (Vented) KITCHEN
30
Blown
108 ft2
0.1
Wood
8
Under Attic (Vented) BATH
30
Blown
58 ft2
0.1
Wood
9
Under Attic (Vented) HALL
30
Blown
63 ft2
0.1
Wood
WALLS
Adjacent Cavity Width
Height
Sheathing Framing Solar
Below
Space
1
SE
Exterior Concrete Block- Int InsULIVING/DININ
4.1 13
0 8
0
104.0 ft2
0
0
0.5
0
2
SW
Exterior Concrete Block- Int InsQVING/DININ
4.1 24
0 8
0
192.0 ft2
0
0
0.5
0
3
NW
Exterior Concrete Block - Int InsLILIVING/DININ
4.1 22
0 8
0
176.0 ft2
0
0
0.5
0
4
NE
Exterior Concrete Block - Int InsuMAST ERBE
4.1 13
0 8
0
104.0 ft2
0
0
0.5
0
5
SE
Exterior Concrete Block - Int InsuMAST ERBE
4.1 27
0 8
0
216.0 ft2
0
0
0.5
0
6
SW
Exterior Concrete Block - Int InsuMAST ERBE
4.1 13
0 8
0
104.0 ft2
0
0
0.5
0
7
NE
Exterior Concrete Block - Int InsuBEDROOM 3
4.1 12
0 8
0
96.0 ft2
0
0
0.5
0
8
SE
Exterior Concrete Block - Int InsuBEDROOM 3
4.1 11
0 8
0
88.0 ft2
0
0
0.5
0
9
NE
Exterior Concrete Block - Int InsuBEDROOM 2
4.1 12
0 8
0
96.0 ft2
0
0
0.5
0
10
NW
Exterior Concrete Block - Int InspBEDROOM 2
4.1 12
0 8
0
96.0 ft2
0
0
0.5
0
11
NW
Exterior Concrete Block - Int InsuBEDROOM 1
4.1 17
0 8
0
136.0 ft2
0
0
0.5
0
3/4/2021 12:11 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 3 of 5
FnRAA R405-2020 INPUT SUMMARY CHECKLIST REPORT
DOORS
#
Ornt
Door Type
Space
Storms U-Value
Ft
Width
In
Height
Ft In
Area
1
2
SE
NW
Insulated
Insulated
LIVING/DININ None .39
LIVING/DININ None .39
3
6
6 8
6 8
20 ft2
40 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
v #
Wall
Ornt ID Frame
Panes
NFRC
U-Factor SHGC Imp Area
Overhang
Depth Separation
Int Shade
Screening
1
2
3
4
5
6
7
8
9
SW 2 Vinyl
NW 3 Vinyl
NE 4 Vinyl
SE 5 Vinyl
NE 7 Vinyl
SE 8 Vinyl
NE 9 Vinyl
NW 10 Vinyl
NW 11 Vinyl
Low-E Single
Low-E Single
Low-E Single
Low-E Single
Low-E Single
Low-E Single
Low-E Single
Low-E Single
Low-E Single
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
Yes
0.65 0.25 N 40.0 ft2
0.65 0.25 N 15.0 ft2
0.65 0.25 N 6.0 ft2
0.65 0.25 N 40.0 ft2
0.65 0.25 N 30.0 ft2
0.65 0.25 N 15.0 ft2
0.65 0.25 N 30.0 ft2
0.65 0.25 N 15.0 ft2
0.65 0.25 N 15.0 ft2
2 ft 0 in
2 ft 0 in
2 ft 0 in
2 ft 0 in
2 ft 0 in
2 ft 0 in
2 ft 0 in
2 ft 0 in
2 ft 0 in
1 ft 4 in
1 ft 4 in
1 ft 4 in
1 ft 4 in
1 ft 4 in
1 ft 4 in
1 ft 4 in
1 ft 4 in
1 ft 4 in
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
None
INFILTRATION
# Scope
Method
SLA
CFM 50 ELA EgLA
ACH
ACH 50
1 Wholehouse Proposed ACH(50)
.000254
1050 57.61 108.15
.0902
5
HEATING SYSTEM
#
System Type
Subtype
Speed Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat/Existing/con
None
COP:1 27 kBtu/hr
1
sys#1 .
COOLING SYSTEM
#
System Type
Subtype
Subtype Efficiency Capacity Air Flow
SHR Block
Ducts
1
Central Unit/Existing/confirmed
Split
Single SEER: 16 29.4 kBtu/hr
cfm
0.7 1
sys#1
HOT WATER SYSTEM
#
System Type
SubType
Location
EF Cap Use
SetPnt
Conservation
1
Electric
None
MAST ERBEDRWM 50 gal 60.9 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
System Model # Collector Model #
Collector
Area
Storage
Volume
FEF
None None
ft2
3/4/2021 12:11 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 4 of 5
FORM R405-2020 INPUT SUMMARY CHECKLIST REPORT
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
95 ft2
Attic
45 ft2
Default Leakage
Attic
(Default) c(Default) c
1 1
TEMPERATURES
Programable Thermostat:
N
Ceiling Fans:
Coolinan
VentiJan
Feb
Feb
Mar
DQ
Mar
Apr
Apr
I
I May
May
Jun
rj
Jul
rl
�X� Aug
�X� Sep
Oct H
Oct
Nov
Nov
H Dec
Dec
ng
Jun
Jul
Aug
Sep
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
80
80
78
78
78
78
78 78
78
78
Cooling (WEH)
AM
78
78
78
78
78
78
78
78
80 80
80
80
PM
80
80
80
80
78
78
78
78
78 78
78
78
Heating (WD)
AM
65
65
65
65
65
65
65
68
68 68
68
68
PM
68
68
68
68
68
68
68
68
68 68
68
68
Heating (WEH)
AM
65
65
65
65
65
65
65
68
68 68
68
68
PM
68
68
68
68
68
68
68
68
68 68
68
68
MASS
Mass Type
Area
Thickness
Furniture Fraction
Space
Default(8 Ibs/sq.ft.
0 ft2
Oft
0.3
LIVING/DINING
Default(8lbs/sq.ft.
ft2
ft
0.3
MAST ERBEDROO
Default(8 Ibs/sq.ft.
ft2
ft
0.3
CLST.
Default(8 Ibs/sq.ft.
ft2
ft
0:3
BEDROOM 3
Default@ Ibs/sq.ft.
ft2
ft
0.3
BEDROOM 2
Default(81bs/sq.ft.
ft2
ft
0.3
BEDROOM 1
Default(8 Ibs/sq.ft.
ft2
ft
0.3
KITCHEN
Default(8 Ibs/sq.ft.
ft2
ft
0.3
BATH
Default(8 Ibs/s .ft.
ft2
ft
0.3
HALL
3/4/2021 12:11 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 5 of 5
2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: VEGA HOME CONSTRUCTION Builder Name:
Street: 3520 ROSELAWN BLVD. Permit Office:
City, State, Zip: FT. PIERCE, FL, Permit Number:
Y
U
Owner: Jurisdiction:
w
Design Location: FL, Fort Pierce
v
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable insulation shall
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
requirements
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
The insulation in any dropped ceiling/soffit
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 sealed.
shall be insulated by completely filling the cavity with a
Knee walls shall be sealed.
material having a thermal resistance of R-3 per inch
minimum.
Exterior thermal envelope insulation for framed waifs
shall be installed in substantial contact and continuous
alignment with the air barrier.
Windows, skylights
The space between window/door jambs 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 insulation.
Floor framing cavity insulation shall be installed to
(including
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation shall
and cantilevered floors)
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 a
Where provided instead of floor insulation, insulation
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 out 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 spaces.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope shall
Recessed light fixtures installed in the building
be sealed to the finished surface.
thermal envelope shall be air tight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring an
plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind piping and wirin .
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall be
on exterior wall
tubs shall separate them from the showers and tubs.
insulated.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication
exterior walls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC supply and return register boots that penetrate building thermal
envelope shall be sealed to the sub -floor, wall covering or ceiling
Concealed
When required to be sealed, concealed fire sprinklers shall only be sealed
sprinklers
in a manner that is recommended by the manufacturer. Caulking or other
adhesive sealants shall not be used to fill voids between fire sprinkler
cover plates and walls or ceilings.
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
3/4/2021 12:11 PM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 1
FORM R405-2020
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 93
The lower the EnergyPerformance Index, the more efficient the home.
3520 ROSELAWN BLVD., FT. PIERCE, FL,
1. New construction or existing
Addition
10. Wall Type and Insulation
Insulation
Area
2. Single family or multiple family
Detached
a. Concrete Block - Int Insul, Exterior
R=4.1
1408.00 ft2
b. N/A
R=
ft2
3. Number of units, if multiple family
1
c. N/A
R=
ft2
4. Number of Bedrooms
4(0)
d. N/A
R=
ft2
11. Ceiling Type and insulation level
Insulation
Area
5. Is this a worst case?
No
a. Under Attic (Vented)
R=30.0
1575.00 ft2
6. Conditioned floor area (ft2)
1575
b. N/A
R=
ft2
7. Windows" Description
Area
c. N/A
R=
ft2z
a. U-Factor: Sgl, U=0.65
206.00 ft2
Ducts, location & insulation level
a. Sup: Attic, Ret: Attic, AH: Attic
a.
R ft
6 95
SHGC: SHGC=0.25
b. U-Factor: N/A
ft2
SHGC:
13. Cooling systems
kBtu/hr
Efficiency
c. U-Factor: N/A
ft2
a. Central Unit
29.4
SEER:16.00
SHGC:
d. U-Factor: N/A
ft2
14. Heating systems
kBtu/hr
Efficiency
SHGC:
a. Electric Strip Heat
27.0
COP:1.00
Area Weighted Average Overhang Depth:
2.000 ft.
Area Weighted Average SHGC:
0.250
8. Skylights Description
Area
15. Hot water systems -
lons
Cap: 50 ga10.95
a. U-Factor(AVG): N/A
ft2
a. Electric
SHGC(AVG): N/A
b. Conservation features
9. Floor Types
Insulation
Area
None
a. Slab -On -Grade Edge Insulation
R=0.0
1575.00 ft2
Credits (Performance method)
None
b. N/A
R=
ft2
c. N/A
R=
ft2
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:- Date: Q .4--Z Zp 21
Address of New Home:
City/FL Zip:
*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 Energy Rating. 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.
3/4/2021 12:11 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 1
Project Summary Job:
wrightsoft
Date:
Entire House By:
QUICK CALCS, INC.
317 ST. LUCIE LANE, Fr. PIERCE, FL 34946 Phone:772-466-6799 Email: QUICKCALCS@,A0L.00M
For: VEGA HOME CONSTURCTION
3520 ROSELAWN BLVD., FT. PIERCE, FL
Notes:
Weather: Fort Pierce, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db
42
OF
Outside db
90
OF
Inside db
70
OF
Inside db
75
OF
Design TD
28
OF
Design TD
15
OF
Daily range
M
Relative humidity
50
%
Moisture difference
61
grAb
Heating
Summary
Sensible Cooling Equipment Load
Sizing
Structure
16869
Btuh
Structure
15983
Btuh
Ducts
4367
Btuh
Ducts
5314
Btuh
Central vent (0 cfm)
0
Btuh
Central vent (0 cfm)
0
Btuh
(none)
(none)
Humidification
0
Btuh
Blower
0
Btuh
Piping
0
Btuh
Equipment load
21236
Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
20231
Btuh
Method
Simplified
Latent Cooling Equipment Load Sizing
Construction quality
Average
Fireplaces
0
Structure
2555
Btuh
Ducts
1665
Btuh
Central vent (0 cfm)
0
Btuh
Heating
Coolingg
(none)
Area (ff?)
1579
1579
Equipment latent load
4220
Btuh
Volume (ffl)
12600
12600
Airchanges/hour
0.38
0.20
Equipment Total Load (Sen+Lat)
24451
Btuh
Equiv. AVF (cfm)
80
42
Req. total capacity at 0.70 SHR
2.4
ton
Heating Equipment Summary
Cooling Equipment Summary
Make
Make Carrier
Trade
Trade CARRIER
Model
Cond CA16NA03000GOA0
AHRI ref
Coil FX4DNF037L
AHRI ref 9198746
Efficiency
100 EFF
Efficiency 13.0 EER,16 SEER
Heating input
6.1
kW
Sensible cooling
20580
Btuh
Heating output
20803
Btuh
Latent cooling
8820
Btuh
Temperature rise
19
OF
Total cooling
29400
Btuh
Actual air flow
980
cfm
Actual air flow
980
cfm
Air flow factor
0.046
cfm/Btuh
Air flow factor
0.046
cfmBtuh
Static pressure
0.50
in H2O
Static pressure
0.50
in H2O
Space thermostat
Load sensible heat ratio
0.83
Solditalic values have been manually overridden
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
-F1J^ wrightsofC- 2021-Mar-0412:1723
A RghtSulte®Unl�rsal201919.0,21 RSU08101 Page 1
A ..,1WrightsoHH�6 WEDAHOMESOONST.-ROSELAWN.rup Calo=W8 Front Doorfaoay. NW
- wrightsoft° Right-M Worksheet Job:
Entire House Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LANE, FL PIERCE, FL 34946 Phone: 772-466-6799 Email: QUICKCALCS@AOL.COM
1
Room name
Entire House
LMNG/DINING
2
Exposed wall
176.0 it
59D ft
3
Room height
8D it
8.0 it heaUcool
4
Room dimensions
22.0 x 24D ft
5
Room area
1576D ftz
528D 8'
Ty
Construction
number
U-value
(Btuhlfl;°F)
Or
HTM
(Btuhlff-)
Area OF)
or perimeter (ft)
Load
(Btuh)
Area (iF)
or perimeter (it)
Load
(Biuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P!S
Heat
Cool
6
W
13A-4ocs
0.143
ne
4DO
2:19
296
230
921
5m
6
0
0
0
11
4A5.2ob
4A5-2ob
13A-4ocs
4A5-2ov
4A5.2ovd
11 DO
13A-4ocs
0.560
0.5M
0.143
0.470
OA70
0.390
0.143
ne
ne
se
se
se
se
sw
15.68
15.68
4.00
13.16
13.16
10.92
4.00
33.75
33.75
2.19
21.08
23.05
10.34
2.19
6
60
408
15
41
20
296
0
0
332
7
15
20
265
94
941
1329
197
537
223
1022
202
2025
726
316
940
211
5W
0
0
104
0
0
20
192
0
0
84
0
0
20
151
0
0
335
0
0
223
605
0
0
183
0
0
211
331
-G
D
IW
�--G
4A5-2ovd _
OA70
sw
13.16
23.05
41
15
537
940
41
15
537
940
G
D
13A-4ocs
4A5-2ov
11DO
0.143
OA70
0.390
nw
ryw
nw
4.00
13.16
10.92
2.19
2829
10.34
408
45
41
322
0
41
1290
592
446
705
1273
422
176
15
41
120
0
41
481
197
446
263
424
422
C
161330ad
OD32
-
0.90
1.60
_ 1575
1575
1411
2520
528
528
4M
845
F
22A-tpl
0289
-
27.69
0.00
1575
176
4874
0
528
59
1634
0
6
c)AED excursion
28
171
Envelope loss/gain
14413
11370
4931
3790
12
a) Infiltration
b) Room ventilation
2456
0
692
0
823
0
232
0
13
Internal gains: Occupants @ 230
Appliances/other
4
920
3000
4
920
2000
Subtotal (lines 6 to 13)
16869
15983
5754
6942
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
4
7
14
Subtotal
16869
15983
5758
6949
15
Duct loads
26%
33%1
4367
5314
26%
33%
1491
2310
Total room load
21236
21296
7249
9259
Air required (cfm)
980
980
335
426
thFrCalrdatinnc annrnvarhuACfA to maPt all ra�iiramarw of Manual �R
••P}d- ! r!!RM Ft^ 2021-Mar-0412:17:23
Az�Rlght-Suite®Un(versa1201919.021 RSU06101 Page 1
AC6K ...\Wrightsoft HVAC\VEDA HOME SCONST.-ROSELAWN.rup CaIc= MJB Front Door toes: NW
- + wrightsoft° Right-M Worksheet Job:
Entire House Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LANE, FT. PIERCE, FL 34946 Phone:772-466-6799 Email: QUICKCALCS@AOL.COM
1
Room name
NASTERBEDROOAA
CLST.
2
Exposed wall
53.0 ft
0 It
3
Room height
8D ft heat/cool
8.0 ft heat/cool
4
Room dimensions
1.0 x 302.0 It
7.0 x 7.0 it
5
Room area
302D iF
49.0 W
Ty
Construction
U-value
Or
HTM
Area
Load
Area OF)
Load
number
(BtuhlfP--°F)
(BtuhM
or perimeter (11)
(Btuh)
or perimeter (fi)
(Btuh)
Heat
cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
13A-4ocs
0.143
ne
4.06
2.t
104
98
392
214
0
6
0
0
I--G
4A5-2ob
0.560
ne
15.68
33.75
6
0
94
202
0
0
0
0
�-G
4A5-2ob
13A4ocs
0S60
0.143
.ne
se
15.68
4.00
33.75
2.19
0_
216
0
175
0
702
0
383
0
0
0
0
0
0
0
0
11
4A5 2ov
0.470
se
13.16
21.08
0
0
0
0
0
0
0
0
4A5-2ovd
OA70
se
13.16
23.05
41
15
537
940
0
0
0
0
D
11DO
13A-4ocs
0.390
0.143
se
sw
10.92
4.00
10.34
2.19
0
104
0
104
0
416
0
228
0
0
0
0
0
0
0
0
W
L-G
4A5-2ovd
13A4ocs
4A5-2ov
11D0
16B-30ad
OA70
0.143
0.470
0.390
0.032
sw
nw
nw
nw
_-
13.16
4.00
13.16
10.92
om
23.05
2.19
2829
10.34
1.60
0
0
0
0
302
0
0
0
0
302
0
0
0
0
271
0.
0
0
0
483
0
0
0
0
49
0
0
0
0
49
0
0
0
0
44
0
0
0
0
78
W
EG
D
C
_
F
22A-tpl
0289
-
27.69
_
OA0
302
53
1468
0
49
0
0
0
6
c)AED excursion
165
-6
Envelope loss/gain
3880
2617
44
73
12
a) Infiltration
b) Room ventilation
739
0
208
0
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal Qines 6to 13)
4619
2825
44
73
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
4619
2825
44
73
15
Duct loads
26%
33%1
1196
939
26%
33%
11
24
Total room load
5815
3764
55
97
Air required (cfm)
268
173
3
4
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
�.+- wrightsoft- 2021-Mar-0412:17:23
°� M• Right-Suite®Universa1201919.D.21 RSU08101 Paget
,4E�eA...\WrightsoftH\AQ\/ED4HOME SCONST.-ROSELAWN.rup Calc=MJ8 Front Door faces: NW
-�- wrightsoft' Right-M Worksheet Job:
Entire House Date:
QUICK CALCS, INC. By:
317 ST. LUCIE LANE, FT. PIERCE, FL 34946 Phone: 772-466-6799 Email: QUICKCALCS@AOL.COM
1
Room name
BEDROOM3
BEDROOM2
2
Exposed wall
23.0 It
24.0 It
3
Room height
8.0 It heat/cool
8.0 ft heat/cool
4
Room dimensions
1.0 x 164.0 It
1.0 x 158.0 ft
5
Room area
164D 02
158D ftz
Ty
Construction
U-value
Or
HTM
Area (ftF)
Load
Area (ftF)
Load
number
(Btuh/W--°F)
(BtuW
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
13A-4ocs
0.143
'ne
4.00
2.19
96
66
'264
144
96
66
264
144
4A5-2ob
0.560
ne
15.68
33.75
0
0
0
0
0
0
0
0
L- G
4A5-2ob
05W
ne
15.68
_ 33.75
30
0
470
1012
30
0
470
. 1012
13A-4ocs
0.143
se
4.00
2.19
88
73
292
160
0
0
0
0
11
4A5-2ov
0.470
se
13.16
21.08
15
7
197
316
0
0
0
0
4A5-2ovd
OA70
se
13.16
23.05
0
0
0
0
0
0
0
0
D
11DO
0.390
se
10.34
0
0_
0
0
0
0
0
IWI
'-G
13A-4ocs
0.143
sw
.10.92
4.00
2.19
0
0
0
0
0
0
,0
0
0
4A5-2ovd
0.470
sw
13:16
23.05
0
0
0
A
0
0
0
0
TU�11
13A-4ocs
0.143
nw
4.00
2.19
0
0
0
0
96
81
324
177
4A5-2ov
0.470
nw
13.16
2829
0
0
0
0
15
0
197
424
�G
D
11 D0
0.390
nw
10,92
10.34
0
0
0
0
0
0
0
0
C
1613-30ad
0.032
_ -
0.90
1.60
,.
_ 164
164
147
262
158
158
142
253
F
22A-W
0.989
-.
27.69
0.00
164
23
637
0
158
24
665
0
6
c)AED excursion
-144
-153
Envelope loss/gain
2008
1751
2063
W%
12
a) Infiltration
321
90
335
94
b) Roomventilation
0
0
01
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
2329
1841
2397
1952
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
4
7
4
7
14
Subtotal
2333
1848
2401
1959
15
Ductloads
26%
33%
604
614
26%
33%
622
651
Total room load
1
2937
2462
3023
2610
Air required (cfm)
136
113
140
120
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
-01d- VWV10l•ft0otft- 2021-Mar-0412:17:23
Right-SulteO Universal 201919.0.21 RSU08101 Page
p` ...1WrightsoftHUACNEDA HOME SCONST.-ROSELAWN.rup Calc= MJ8 Pont Door faces: NW
- 1- wrightsoft° Right-J® Worksheet Job:
Entire House Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LANE, FT. PIERCE, FL 34946 Phone: 772-466-6799 Email: QUICKCALCS a(AOL.COM
1
Room name
BEDROOM 1
KITCHEN
2
Exposed wall
17.0 ft
0 It
3
Room height
8.0 ft heaUcool
8.0 It heat/cool
4
Room dimensions
1 D x 145.0 ft
9.0 x 12.0 it
5
Room area
145.0 ftz
108.0 ft'
Ty
Construction
U-value
Or
HTM
Area (ft?)
Load
Area (fly
Load
number
(BtuhA?--°F)
(BtUW
or perimeter (ft)
(Btuh)
or perimeter (1)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
13A4ocs
0.143
ne
4.00
2.19
0
0
0
0
0
0
0
0
11N
4AS-2ob
4A5-2ob
13A4ocs
4A5.2ov
4A5.2ovd
11DO
13A4ocs
0.560
0.560
0.143
0.470
OA70
0.390
0.143
ne
ne
se
se
se
se
sw
15.68
15.68
4.00
13.16
13.16
_ 10.92
4.00.
33.75
33.75
2.19
21D8
23.05
10.34
2.19
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0_
0
0
0
0
0
0
0
0
0
0
0
0
IW
'-G
4A5-2ovd
13A-4ocs
4A5-2ov
11D0,
16&30ad
OA70
0.143
0.470
0290
0.032
sw
nw
nw
nw
-
13.16
4.00
13.16
10.92
0.90
23.05
2.19
2829
10.34
1.60
0
136
15
0
145
0
121
0
0
1415
0
484
197
0
130
0
265
424
0
232
0
0
0
0
log108
0
0
0
0
0
0
0
0
97
0
0
0
0
173
G
D
C
F
22A-tpl
0289
-
27.69
0.00
145
17
471
0
108
0
0
0
6
c)AED excursion
94
-85
Envelope loss/gain
1283
1015
97
88
12
a) Infiltration
237
67
0
0
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
Appliances/other
0
0
0
0
0
1000
Subtotal (Iines 6 to 13)
1520
1082
97
1088
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
20
33
16
27
14
Subtotal
1540
1115
113
1114
15
Duct loads
26%
33%
399
371
26%
33%
29
370
Total room load
1939
1486
142
1485
Air required (cfm)
89
68
7
68
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
c -Pid- wright8oft- 2021-Mar-0412:17:23
Right-SulteO Universal 2019 19.0.21 RSU08101 Page
'`...\WrightsoftHVAQWDAHOME SCONST.-ROSELAWN.rup CaIc=MJ8 Front Door faces: NW
-�- wrightsoft Right-J® Worksheet Job:
Entire House Date:
QUICK CALCS, INC. By:
317 ST. LUCIE LANE, FT. PIERCE, FL 34946 Phone:772-466-679P Email: QUICKCALCS@AOL.COM
1
Room name
BATH
HALL
2
Exposed wall
O ft
O ft
3
Room height
8.0 It heat/cool
8D ft heat/cool
4
5
Room dimensions
Room area
1.0 x 68D ft
58.0 W
1 D x 63.0 it
63.0 ftz
Ty
Construction
U-value
Or
HTM
Area (ftz)
Load
Area (ft?)
Load
number
(Btuh/ft-°F)
(Btuhffl
or perimeter (t)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
NIP/S
Heat
Cool
6
W
13A-4ocs
0.143
ne
4.60
2.19
0
0
0
0
0
0
0
0
4A5-2ob
0.560
ne
15.68
33.75
0
0
0
0
0
0
0
0
C
4A5.2ob
0.560
ne
15.68
33.75
0_
0
0
0
0
.0
0
0
13A4ocs
0.143
se
4.00
2.19
0
0
0
0
0
0
0
0
11
4A5-2ov
0.470
se
13.16
21.08
0
0
0
0
0
0
0
0
4A5-2ovd
OA70
se
13.16
23.05
0
0
0
0
0
0
0
0
D
11DO
0.390
se
10.92
10.34
0
0
0
0
0
0
0
0
IW
'-G
13A-4ocs
0.143
sw
4.00
2.19
0
0
0
0
0
0
0
0
4A5-2ovd
OA70
sw
13.16
23.05
0
0
0
0
0
0
0
0
13A4ocs
0.143
nw
4.00
2.19
0
0
0
0
0
0
0
0
4A5-2ov
OA70
nw
13.16
2829
0
0
0
0
0
0
0
0
D
11DO
0"
nw
10.92
10.34
0
0
0
0
0
0
0
0
C
16B-30ad
0.032
0.90
1.60
58
58
52
93
63
63
56
101
F
22A4pl _
0.989
-
27.69
0.00
58
0
0
0
63
0
_ 0
0
6
c)AED excursion
-7
-7
Envelope loss/gain
52
86
56
93
12
a) Infiltration
0
0
0
0
b) Roomventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (Iines 6 to 13)
52
86
56
93
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
8
13
-56
-93
14
Subtotal
60
99
0
0
15
Duct loads
26%
33%
16
33
26%
33%
0
0
Total room load
76
132
0
0
Air required (cfm)
3
6
01
0
Ca!D!!latJDn8 approved by arQA to meet all requirements of Manua! J 8th Ed.
"� wrlgFrtsofC^ 2021-Mar-0412:17:23
^^- Right -Suite® Universal 2019 19.0.21 RSUD8101 Page
'`��A.,.1WrightsoftHVAQVEDAHOME SOONST.-ROSELAWN.rup Calc=MJ8 Front Door faces: NW
Ducts stem Summary Job:
-�- wrightsoft° Y ry Date:
Entire House By:
QUICK CALCS, INC.
317 ST. LUCIE LANE, FT. PIERCE, FL 34946 Phone:772A66-6799 Email: QUICKCALCS@AOL OOM
For. VEGA HOME CONSTURCTION
3520 ROSELAWN BLVD., FT. PIERCE, FL
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
0.50
in H2O
0
in H2O
0.50
in H2O
0.250 / 0.250
in H2O
0.353
in/100ft
980
cfm
142 ft
Cooling
0.50 in H2O
0 in H2O
0.50 in H2O
0.250 / 0.250 in H2O
0.353 in/100ft
980 cfm
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Mat
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
BATH
c 132
3
6
0.514
4.0
Ox 0
VIFx
2.2
95.0
BEDROOM 1
h 1939
89
68
0.489
5.0
Ox 0
VIFx
7.3
95.0
BEDROOM 2
h 3023
140
120
0.469
7.0
Ox 0
VIFx
11.7
95.0
BEDROOM3
h 2937
136
113
OA72
7.0
Ox 0
VIFx
11.0
95.0
CLST
c 97
3
4
0.471
4.0
Ox 0
VIFx
11.0
95.0
KITCHEN
c 1485
7
68
0.381
6.0
Ox 0
VIFx
16.3
115.0
st1
LMNG/DINING
c 3086
112
142
0.353
7.0
Ox 0
VIFx
26.8
115.0
st1
LMNGIDINING-A
c 3086
112
142
0.374
7.0
Ox 0
VIFx
18.6
115.0
st1
LMNG/DINING-B
c 3086
112
142
0.378
7.0
Ox 0
VIFx
17.2
115.0
st1
MAST ERBEDROOM
h 5815
268
173
0.449
8.0
Ox 0
VIFx
16.3
95.0
Name
Trunk
Type
Htg
(cfm)
Clg
(cfm)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Duct
Material
Trunk
st1
PeakAVF
341
494
0.353
629
12.0
0 x 0
VinlFbc
BoWitalic values have been manuaW overridden
��-r�- wrigletsofts Rfght-Suite®Unn/ema1201919.0.21 RSUG8101
E
\WrlghtmftRAQVEDAHOMESOONST.-ROSELAWN.rup Ce1c=MJ8 FmntDoorfaoes:MN
2021-Mar-0412:1724
Page 1
Grille
Htg
Clg
TEL
Design
Veloc
Diam
H x W
Stud/Joist
Duct
Name
Size (in)
(cfm)
(cfm)
R
FR
(fpm)
(in)
(in)
Opening (in)
Mat
Trunk
rb4
Ox 0
201
210
0
0
0
0
Ox 0
VIFx
rb1
Ox 0
223
284
0
0
0
0
Ox 0
VIFx
rb3
Ox 0
278
248
0
0
0
0
Ox 0
VIFx
rb2
Ox 0
278
238
0
0
0
0
Ox 0
VIFx
wrightsoft"
2021-Mar-04 U 1724
Right-SuiWOUniversa120191fl.0.21 RSU08101 Page
1Wrightsoft"G1VEL14HOME S00NST.-ROSELAWN.rup Calo=MJB Front Door fam.NW
ri
VEGAHOME CONSTURCTION
3520 ROSELAWN BLVD.
FT. PIERCE, FL
Job M I QUICK CALCS, INC. I Scale: 1 : 88
Performed for. Page 1
RIO-8titeO Uriveisa) 2019
19.021 RSU08101
2021-Mar-04122601
C\VEGA HOME SCONST.-ROS ELA..
317 ST. LUCIE LANE
FT, PIERCE, FL34M
Phone:772-466-6799
QUICKCALCS@AOL.COM
Z-408w
&4.w
61411
I
1-10
1 f if
274
3f-4v'
101-911-
OLINEN
3'-31'
N' —
Mill.,
I
51-
--151-311
51.6n F FtiR
1'
3' w 1-2f'
z
%
Ru 0 NA 7F31% &�ndv
,�-21- 89 3
Lu
J1 'X
31 -211 4'311121- 11 0 RE
--1 3- 11
—121-211 041-910
Ol -W
l-411
0 —1 3'-2v'
it
91211 81. off
0
4
m ID R 0 0 K # 1
0
BEDR(l,[DOM
1.1091 1-211
1-101111 3'-211
39 0 1-911-
L-
31' ��A7 -91%�
31
N
—61.3
1
31-311
91 72111
W
21-8
121 .
411
�-)INING
< 00
3k
21 s811
3 1 4"
31 A 11 89 Lo
3611 X 78" W Di LWH
X 10' VENT
a-
3111-1
I
121'-919
CLIENT:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
3520 ROSELAWN BLVD
FORT PIERCE
FL,34982
MAIN HOUSE
FLOOR" ILAA,,N,
REVISIONS:
FLORID BUILDING CODE 2020 7 TH EDITION
NATIONAL ELECTRICAL CODE 2017 P
VMS=
N. GARCIA
BVJ
311
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454-8000
WWW. ADVANCED—DESIGN—BUI LDING. COM
THIS PROJECT
ROUND HILL
BE
OF THESE DRAMNGS OR SPECflM I' ME TO BE MADE
MnRIUT OBTAINING MBflEN NTG6ROWR FROM
ROUND HqJ. DEVELOPMENT GROUP.
mmmcm BERNARD
JONES E OFF O
qA��C �
R%
ARD Jo�y� 9
SEAL:
AR0015193
DATE`. V4/2021
CLIENT:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
DETACHED
GARAGE
FLOOR PLAN
I:7a1TMIC.G3i
DRAWN BY: N. GARCIA
CHECKED BY., BVJ
PROJECT f.
SCALE: j INCH
A-2
flur
7'-811
FINISH FLOOR
0'-0"
CEILING HEIGHT
8'-411
CEILING HEIGHT
7'-811
81I^11
71-811
STUCCO
i
STUCCO
HINGLE ROOF PER
RODUCT APPROVAL
61
SHINGLE ROOF PER
PRODUCT APPROVAL
6'-8" SiUcco
FRONT HOUSE ELEVATION
4 INCH
BITUMEN MEMBRANE ROOF PER
PRODUCT APPROVAL
/STUCCO'" /STUCCd�
RIGHT HOUSE ELEVATION
4 INCH
ARCHITECTS
-E-
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33182
305-454-8000
WWW. ADVANCED-DESIGN-BUI LDING. COM
I DRA AM WMF4AnCNS ARE
INSIRUMEWM OF SCE AND ARE THE PROPERTY OF
ROUND HILL OC1k.MOUADVANCO
DESIGN R SUILDIN0. HGARPNC
OT /b
USED ON
ANY D11RN PROEM OR EXTENSIONS OF THIS PROJECT
EXCEPT BY RR M AGREEMENTS RTTH ROUND HILL
DEVELOPMENT GROUP.
NO DESIGN CHANGES NHICN ALTER THE INTENT
OF THESE DRARINGS OR SPECIFICATIONS ARE TO BE MADE
V47HOUT OBTAINING WRITTEN PERMISSION FROM
ROUND HILL DEVELOPMENT GROUP.
ARCHITECT: BEKNE
JONES
• ; Nis ;, �
SEAL:
.` A1001519
DATE:
03 ##
b ARGH���
ULItIN I :
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
EXTERIOR
ELEVATIONS
REVISIONS:
DRAWN BY: N. GARCIA
CHECKED BY: BVJ
PROJECT A
SCALE: I INCH
F,��CopYA-3
CEILING HEIGHT
8'-411
-io- - - - - -
-S-
CEILING HEIGHT
7'-811
81-411
FINISH FLOOR
01-011
71-811
STUCCO
BITUMEN MEMBRANE ROOF PER
PRODUCT APPROVAL
CEILING HEIGHT
1
8'-4"
CEILING HEIG
7'-811
STUCCO
i
-S--- -
FINISH FLOOR
0'-0"
SHINGLE ROOF PER
PRODUCT APPROVAL
SHINGLE ROOF PER
PRODUCT APPROVAL
BITUMEN MEMBRANE ROOF PER
PRODUCT APPROVAL
■N
0 61
-811
STUCCO
i
STUCCO
STUCCO
REAR HOUSE ELEVATION
SHINGLE ROOF PER
PRODUCT APPROVAL
LEFT HOUSE ELEVATION
4 INCH
4 INCH
ARCHITECTS
-f-
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 16M ST
NO. MIAMI BEACH, FL, 33182
305-454-8000
WWW. ADVANCED-DESIGN-BUILDING.COM
INESE DRAWINGS AND SPECIRCAGONS ARE
INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF
ROUND H U. OEMOPHEM GROUP, @S'.! Ibo ADVANCED
DESIGN t SUIU*4 VIM NOT i0 KC USED ON
ANY Oi1RR PROEM OR EXTENSIONS OF THIS PRgECT
D ICEPT BY RRMEN AGREEMENTS WITH ROUND HILL
DEVELOPMENT GROUP.
NO DESIGN CHANGES OWN ALTER THE NIGHT
OF THESE DRAWINGS OR &VOICATIONS ARE TO BE MADE
TDTHOIT OSTAMNG VATIETN PERMISSION FROM
ROUND HILL DEVELOPMENT GROUP.
ARCHITECT: 13EKNI
TONES
SEAL:
DATE:
CLIENT:
D ZE OF FL�R/
,gyp.. - ' 0,9
PRD JpNFs
AR0015193
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
EXTERIOR
ELEVATIONS
REVISIONS:
DRAWN BY: N. GARCIA
CHECKED BY: BVJ
PROJECT IP
SCALE: j INCH
A-4
ai�CEILING HEIGHT
71-811
7'-811
rli
FINISH FLOOR
0'-0"
v� P
1 CEILING HEIGHT
7,-811
7
FINISH FLOOR
0'-011
SHINGLE ROOF PER
PRODUCT APPROVAL
LLLLLLLLL
LLL[-LLLLL
LLLLLLLLL
LLL[-LLLLL
TUCCO
GE DOOR
4 INCH
4 INCH
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO, MIAMI BEACH, Ft 33162
305-454-8000
WW W. ADVANCED-DESIGN-BUI LDING. COM
INESE DRA'MNW AND SPE nunONS ARE
MSRIIRIENIS OF SEANCE AND ARE RR: PROPERTY OF
OF THESE DRAWNOI DR SPECNCARONS ARE TO BE NNIE
tNTtiOIR ROUOBTND
MEL EVELVIRITT GROUP.
FROM
Rgit81 HNl OEVEIDPAIatT GROUP.
ARCHITECT: BERNA O
TONES p,RD Jo/V
SEAL: AA 0015193
DATE: 03/0 _ RED ARG�
CLIENT:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
MIXTIAMR]
REVISIONS:
DRAWN BY: N. GARCIA
CHECKED BY: BVJ
PROJECT k.
SCALE: I INCH
A-5
PLYWOOD W/ 8 D
HANK NAILS AT 4"
NND 6" FILED W/
NND STUCCO ON
BARRIER PER FBC
OC. WITH SIMPSON H-3
BOTH ENDS
D.T. PERIMETER W/
APCONS.25" X 2.75"
i"O.C./6" FROM ENDS
TYPICAL MASONRY WINDOW IN —FILL
FINISH FLOOR
0'-0" a
Existing Block Wall
Stucco Finish
• a.
Simp'son LSTA30 ESR253 30"
StrapTie Glavanized W/21g
2-1/2" Mails or SDS Screw.
Stucco & Wire Lath 1
D-5
" Min. Ply Wood Wrapped
With Weather Proof
Barrier / 2"x6" To late
P P
W/2 21G 2j" Nail or
SDS Screw
7.
�. • .4 .d
Exterior Window
Framing Detail
4" Thick Concrete 3,000 PSI.
Concrete W/ Fiber
49
e
Q •. .'f' ° a''' .e.. •'. '
Living Room Opening
Framing Detail
DOUBLE 2 X 12
HEADER
PER FRAMING PLAN
W/ 1/2" PLYWOOD
SIMPSON SP TOP PLATE
STRAP W/ 6-10D X 1.5"
5/8 INCH EXT.
PLYWOOD W/ 8D
RING SHANK
NAILS 0 4"
EDGE 6" FIELD 2 X
/ STUDS
WITH METAL LATH
AND STUCCO
SINGLE HUNG
WINDOW
OR DOOR
INSTALLED
PER
PRODUCT
APPROVAL
SIMPSON MSTA 18 14-10DS (TYPICAL)
(2) 12D NAILS
12"O.C.-TYPICAL AT
tFR
JACK STUDS
BOTH SIDES
SIMPSON MSTA 12 5 -10DS TO
HORI70NTAL AND VERTICAL
Simpson SP6Stud Plate Tie OR
H2.5A 18—Gauge ZMAX
Galvanized Hurricane Tie
LStud To Top Plate
Y T'C' Yi1d Framed Exterior
Wall W/21G 2 J" Nail or
s SDS 16" O.C. TYP.
�1. Strong —Bolt J" X8—j"
Zinc —Plated Wedge Anchor 24"
O.C. Typ.
Simpson SP6 G90 Galvanized
Stud Plate Tie
Header Beam
W/2"x12" No.2 Pine
Header W/21G 3" Nails or
SDS Screw
2"x4" Double Top Plate
W/21G 2j" Nail or SDS
Screw
Simpson H2.5A ESR2523
Galvanized Hurricane Tie Stud
To Top —Bottom Plate
Fin. W/Wire Lath & Stucco
2"x6" Stud Framed Opening
W/21G 2j" Nails OR SDS
Screw
Strong —Bolt I in.X8-j in. Zinc —Plated
Wedge Anchor 24" O.C. Typ.
--2 X PT. BOTTOM PLATE
SIMPSON SP TOP PLATE SIMPSON SP TOP PLATE
STRAP W/ 6-10D X 1.5" STRAP W/ 6-10D X 1.5"
ANCHOR BOLT TO BEAM OR FOUNDATION PER PLANS OR
STRAP TO FLOOR SYSTEM/ BEAM PER STRUCTURAL
PLANS
TYPICAL WINDOW REIFORCING
(DOOR OPENINGS SIMILAR)
Simpson LSTA30 ESR253 30"
Strap Tie Galvanized W/21g
2—j" Nails or SDS Screw
I
Garage Opening
Framing Detail
Master Bedroom
Rafter Framing Detail
Double Top Plate
W/21G 21" Nails or SDS
Screw
Gyp.Wall Typ
W/1" Min#2 Drywall Screw
Pressure Treated Lumber
Bottom plate
W/21G 21" Nails or Tapcon
Interior Wall Detail
General Notes:
Typ Header Double 2"X6"
Or 2"X12"
W/21G 2j"Min Nails Or
SDS Screws.
" PLYWOOD
Header Detail
Replace Existing Header
W/2"x12" No.2 Pine
Header W/21G 3" Nails or
SDS Screw
2"x4" Double Top Plate
W/21G 21" Nail or SDS
Screw
Existing Exterior Framing to
Remain Fin. W/Wire Lath &
Stucco
2"x4" Stud Framed Opening
W/21G 21" Nails or SDS
Screw
Simpson H2.5A ESR2523
Galvanised Hurricane Tie Stud
To Top —Bottom Plate
Existing 8" CMU WALL
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH �.
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454-8000 1-N
WWW.ADVANCED-DESIGN-BUILDING.COM
THESE DRATRNGS AND SPECFlCATIONS ARE
INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF
ROUND HILL DEVELOPMENT GROUP, INC./ dba ADVANCED
DESIGN k BUILDING. THEY ARE NOT TO BE USED ON
ANY OTHER PROJECTS OR DTENSIONS OF THIS PROJECT
EXCEPT BY MPoTIEN AGREEMENTS PATH ROUND HILL
DEVELOPMENT GROUP.
NO DESIGN CHANGES WHICH ALTER THE INTENT
OF THESE DRAVANGS OR SPECRCATHONS ARE TO BE MADE
WTHOUT OBTAINING WRITTEN PERMISSION FROM
ROUND HILL DEVELOPMENT GROUP.
ARCHITECT:
JO 0: -
ION
ESSE 5
`.
DATE: 4�,5�A P�G
CLIENT,
3520 ROSELAWN
BLVD FORT PIERCE
FL, 34982
Replace Existing 2"x6" Rafters
W/No.2 Pine 2"x6" Replace
Existing Plywood w/4" Plywood ADDRESS:
Sheathing
3520 ROSELAWN
BLVD FORT PIERCE
FL, 34982
FRAMING
DETAILS
REVISIONS:
DRAWN BY: JMG
CHECKED BY: BVJ
PROJECT #.
SCALE: j INCH
1—The Existing Floor Elevation is 4" Below The Existing Finish Floor Elevation
2— Fill With 3,000 PSI Concrete With Fiber
D 5
�D-5
Am
m
PS
Z Z 58
2 X 6 RAFTERS RIDGE
BEAM Q
S8
APS
APS S10
2 X 6 RAFTERS
X 8 RIDGE BEAM
2 X 6 RAFTERS
2-2
X 12S
2-16 DS
2-2X1
I
S
SSE
S4
4 X 4 PT
POST
S10 BA
2-2
X 12S
2X6RAT
8
APS
2-'6
S2
DS S2
S
CAF
APS
\1
FRONT PORCH FRAMING
ARCHITECTS
09
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454-8000
W W W. AD VAN CED-DESIGN-BU I LDI N G. COM
THESE DRAWINGS AND SPMFICA71ONS ARE
INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF
ROUND HILL DEVELOPMENT GROUP, INC./ dra ADVANCED
DESIGN k BUILDING THEY ARE NOT TO BE USED ON
ANY OTHER PROJECTS OR D TENSIONS OF THIS PRO ECT
EXCEPT BY 'M0T1EN AGREEMENTS WRT ROUND HILL
DEVELOPMENT GROUP.
NO DESIGN CHANGES WHICH ALTER THE INTENT
OF THESE DRAWNGS GR SPECIFICATIONS ARE TO BE MADE
WT HOUT OBTAINING WRITTEN PERMISSION FROM
ROUND HILL DEVELOPMENT GROUP.
ARCHITECT: BEENA V
JONES S- TE 0��< C
ARC ECG
a B�a:,I Ins �r t
✓(D
SEAL'
7 �
1p�
yp3
DATE: '''.
CLIENT:
3520 ROSELAWN
BLVD FORT PIERCE
FLF 34982
3520 ROSELAWN
BLVD FORT PIERCE
FLF 34982
FRAMING
DETAILS
REVISIONS:
DRAWN BY: ,1MG
CHECKED BY: 9 '40
PROJECT #:
SCALE: i INCH
f Li
w
U)
i
MASTER
BEDROOM,;
BATH a�T
r it
i EF �\
w > 0
J '' 1GFI
\ 1 I LLi
nt
i� r
0
1-7 ` \
BEDROOM #2 j
n
METER
220V
GFI
_ PNL
'GFI 220-- GFI `
y
A
DINING 220v
j
WH
I
I T HEN ROOM
I I�
y REF'
GFI GFI
LIVI G
_ ROOM
71
e / �
BEDROOM #1 f�-
i
t�
\ 77
/.
.P
R
Ll
1'
ELECTRICAL PLAN
SCALE: 1/4 INCH
El
EXISTING LEGEND
RE
SUP
WALL MOUNT
Q SUPPRESSION
AT KITCHEN
Ii00D
m�(I.��m �,I�
-_@LLIPIIOANT LAIAP(NEA
PENDANT jTio
• •RSW
F.SPRI 6 ADDED FIRE
TSWITCH LETTER
HEAD HEAD
HEM
ORECESSED
LIGHT
MAKE UP AR
0
RETURN AIR CRELE
MOUNT
SURFACE
MOUNT
FM
1 x 4FLUORESCENT
SUPPLY
S d34• REGISTER
B
2 X 4
FLUORESCENT01B1NG
FAN
pp�yyQ
WI E �ERGENCY
[jl
�'
El EXHAUST FAN
EXIT
SWITCH 3 - WAY
SWITCH
PANEL
(� EMERGENCY WH11N0
'1pN CIRgHT NO.
PO FIRE ALARM PULL STATION
GROUND TYPE DUPLEX RECEPTACLE
12OY-2OAMP INTEGRAL FAULT
INTERRUPT PROTECTION
CD C NA?10N /VISIBLEGROUND
�,1 TYPE DUPLEX
STROBE
REMPTACLE12 -20AMP
CD-CAHOq.A
'lTi'
TV} READIERPROOF TYPE
W
AFF RAYNGAG
GROUND TYPE S12OINGLE
AND TYPE DUPLEX RECEPTACLE
12OV - 20 AMP
+IlrARECEPTACLE UNLESS MOTO
UtRESS NOTED
MOUNTED IN CEDING
DTHEgW5E
OTHERWISE
/LT
LI GROUND TYPE DUPLEX CUTLET
120V-20AEIP +U8'AFF U.N.O.GROUND
TYPE DOUME DUPLEX
RECEPTACLE 12OW20ALP MOUNTED
IN TND GANG OUTLET BOX AT
18'AFF UNLESS NOTED OTHERWISE
jj GROUND TYPE DUPLE(
120V SPECIAL PURPOSE OUTLET
(SUFFIX INDICATES AMPS)
12OV--20AMP MOUNT ABOVE
COUNTER OR AT HEIGHT NOTED
lorOC
� 220Y
a COMMUNICATIONS OUTLET
3 MERE 1 OR 4 WIRE 3I�
SPECIAL PURPOSE W7LET
(SUFFIX INDICATES AMPS)
J
S SECURITY JUNCTION BOX
SATELLITE
7V OUTLETRADIO
® ANTENNA
a
PAD SECURITY KEY PM
CONDUIT
IM WALL
Onw-MWIRELESS
, TELEPHONE ® ACCESS
POINT
• CM COMBO SM WITH
OUTLET
EMERGENCY
CALL./PUSH BUTTON
PU&IC ADDRESS 7ERCOM
S SPEAKER OUIIX MOUNT)
a�
(NTECRAT® TO SECURITY SYSTEM)
IN TES
MICROPHONE OUTLET
(MICROPHONE SYSIFNI)
❑off
PUBLIC ADDRESS/TNTERCOM
S SPEAKER (WALL MIX"
off., STFFlX
CTA
INDICATES
a SECURITY MOTION SENSOR
SECURITY CAMERA
T TFRAMiOSTAT
® POINT OF SERVICE
QS � NQ WIRE PONT AT
® 10 BASE T WMWIG
� CoNma SPEANOi VOLUNN
® RESTROOM_.A/C StUPFl.Y
AR ORFII
® RESIROOM EXHAUST FAN
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT CROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454-8000
WWW.ADVANCED-DESIGN-BUILDING. COM
THESE DRAWINGS AND SPECIROATONS ARE
INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF
ROUND HILL 0EYEIAPMFNT CROUP, B1C! tba ADVANCED
OETAXN ! BUSlXIIG THEY Ai1E NOT TO K USED ON
ANY DINER PROJECTS OR EXTENSIONS OF THIS PROJECT
EXCEPT BY MUM AGREEMENTS WITH ROUND HILL
DEVELOPMENT GROUP.
NO DESIGN GRANITES WHICH ALTER THE NIDNT
OF THESE ORAWMOS OR SPECflCATaNS ARE TO BE MAIM
W MW OBTAN" WRITTEN PERMISSION FROM
ROUND WILL DEVELOPMENT GROUP.
I
ARCHITECT: BERNARD b� FLOP/
JONES ��c. oq
ARCHI I AD JON'Z9
SEAL
p Et0015193
DATE: 0 1 '
�S , y ED
CLIENT:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ELECTRICAL
PLAN
REVISIONS:
DRAWN BY: N. GARCIA
CHECKED BY: BVJ
PROJECT III:
SCALE: i INCH
- - --
x
WP L.. WP
GF1 GFI 220V
ELECTRICAL PLAN
SCALE: 1 /4 INCH
M
ELECTRIC
METER
200 AMP
SERVICE
SERVICE
PANEL A
M.C.B.
200 AMP
3 #2/0 IN 2": C.
#2 CU IN 1.5' CONDUIT GROUNDING ELECTRODE
UFER GROUNDING PER NEC_
3 POINT GROUND FIELD
ATTACHED TO #5 FOOTING STEEL ENCASED IN CONCRETE FOOTING FOR
�� y{ MIN 30 FEET UNDERGROUND COLD WATER PIPE(CU)
CONCRETE ENCASSED ELECTRODE ELECTRICAL RISER
DIAGRAM NTS
NOTES;
1. ALL LIVING, BEDROOM, AND OTHER REQUIRED
RECEPTACLES TO BE ARC —FAULT PROTECTED
AND TAMPER PROOF PER NEC.
SPECIFICATION:
SQUARE ELECTRICAL
MAINS: LUGS
ONLY
MAIN
BUS RATING:
200 AMPS
LOCATION: LIVING
RIM
120WIRE 1—PH, PANEL " A MOUNTING: FLUSH
MOUNT
AMPS
POLES
TOTAL
WIRE
DESCRIPTION
CKT.
CKT.
DESCRIPTION
WIRE
TOTAL
POLES
AMPS
VA
SIZE
NO
NO
2
4
6
8
10
12
14
16
18
20
22
24
26
28
30
32
34
36
38
40
42
SIZE
VA
20
1
1500
12
GENERAL LIGHTING
1
SMALL APPLIANCES
12
1,500
1
20
20
1
1500
12
GENERAL LIGHTING
3
SMALL APPLIANCES
12
1.500
1
20
60
2
(10.000)
6
AHU HEAT STRIP
#1
5
DRYER
5000
2
80
8
7
40
2
ACU
#1
9
COOK TOP
6
8000
1 2
40
11
50
2
12,000
6
WALL OVEN
13
LIVING ROOM LIGHTING
12
1,500
1
20
15
UVING ROOM POWER
12
1,500
1
20
25
2
4500
6
WATER PUMP
17
19
SMOKE DETECTORS
12
1,000
1
20
BATH GFI'S
12
1,500
1
20
20
1
1,500
12
WASHER
21
EXTERIOR GFPS
12
1,500
1
20
20
1
1,200
12
DISHWASHER
23
DINING/BREAKFAST LTG.
12
1500
1
20
20
1
1,000
12
GARBAGE DISPOSAL
25
KITCHEN LIGHTING
12
1000
1
20
20
1
1500
12
REFRIGERATOR #1
27
BATH LIGHTS
12
2,000
1
20
20
1
1,500
12
MICROWAVE
29
BEDROOM POWER
12
1500
1
20
15
1
419
12
FOYER/ENTRY
31
SPARE
15
1
1000
12
EXTERIOR GFI
33
SPARE
35
37
_
39
41
sue TOTu
31519
zsooD
�1BTDTAL
TOTAL LOAD(WATTS)= 58519 WATTS
DEMAND LOAD CALCULATIONS
58519
TOTAL GENERATED CALCULATED LOAD: FIRST 10 KW CHOOX : 10,000
REMAINDER 0 40% : 19407
A/C 10 KW 0100% 10,000
TOTAL:
CURRENT PER PHASE =
TOTAL LOAD (VA) / (240)X= 164 AMPS
39,407
[__�L200 AMP SERVICE
* VERIFY ALL EQUIPMENT LOAD BREAKER AND WIRE SIZES PRIOR TO INSTALLATIONS
EXISTING LEGEND
FIRE
WALL MOUNT
SUPPRESSION
AT KITCHEN
H000
�(,�
IUNG _(P1L�PENOA14T LAMP(HEA
PENDANT °
• *NEW
EXISTING ADDED FINE
VILER ER
SWITCH LETTER
HEAD HEAP
HEAD
0 RECESSED
0 LIGHT
MAKE UP AIR
CEILING
RETURN AIR GRIIyE
SURFACE
MOUNT
i R 4
FLUORESCENT
S ���,�� SUPPLY
(•J S p 64" REGISTER
zxa
FLUORESCENT
CEILING FAN
EXIT SIGN/DAERGENCY
LIGHT COMBO
® EXHAUST FAN
EXIT
SIGN
1' SWITCH 3 -WAY
m
SWITCH
r-- PANEL
EMERGENCY LIGHTING
A-10\-_-CIRCUll NO.
�L
FIRE ALARM PULL STATIC!
GROUND TYPE DUPLEX RECEPTACLE
12OV-2OAMP INTEGRAL FAULT
QGF1
INTERRUPT PROTECTION
CD S% COMBINAlION /VI98LE
�-L
GROUN
GROUND TYPE DUPLEX
UPLEX
® STROBE
/\'F!I'I'i/1
ACIE120 P
WEATHERPROOF TYPE
CO-CAWELA
AFF RATENGAETIM
RECENT TYPE SINGLE
RECEPTACLE 120V-27ED
GROUND TYPE DUPLEX RECEPTACLE
1v111 120V - 20 AMP
UNLESS NOTED
�)
MOUNTED IN CEILING
OTHERWISE
oTxERWI�
(\7I
GRWND TYPE WPLEX CUTLET
120V-20AMP +i&'OFF U.N.O.
GROUND TYPE OW&E DUPLEX
GROUND TYPEDOUBLEDU MOUNTED
IT/j
IN TWO GANG OUTLET BOX AT
1H'AFF UNLESS NOTED OTHERWISE
GROUND TYPE DUPLEX
/�3Q0. lzav SPECIALFTRPosE OUTLET
(SUFFIX INDICATES AMPS)
12OV-20AMP MOUNT ABOVE
iy(l
COUNTER OR AT HEIGHT NOTED
0000C
���' 220V
a COMMUNICATIONS OUTLET
� SPECIAL1¢OR 4 WERE 30
PURPOSE OUTLET
(SUFFIX INDICATES AMPS)
U
.. SATELLITE
S SECURITY JUNCTON BOX
RADIO
TV CURET
SRA ANTENNA
SECITY KEY PAD
PAD UR
CON
TI#iU WALL
O (PHOTOELECTRICWIRELESS
WAP
TELEPHONE ACCESS
POINT
• CM COMBO SM WITH
_CARBDN_MOIiOL3DE._
OUTLET
PUBLIC ADDRESS TER00M
DEMERGENCY
CALIJPUSH BUTTON
O SPEAKER (CEILING MOUNT)
° �-
wmx
(INTEGRATED TO SECURITY SYSTEM)
INDICATES
MICROPHONE OUTLET
❑M (MOMHOW SYSTEM)
o PUBLIC ADDRESS/INTERWM
� SPEAKER (WALL MOUNT)
O ___'`UFFHX
° `SUFFIX
INDICATES
INDICATES
gj� SECURITY CAMERA
� SECURITY MOTION SENSOR
THERMOSTAT
OS POINT OF SERVICE
�TTT
LDS SPEAKER WERE PON'r AT
10 BASE T WIRING
CEILING
SPEAKER VOLUMN
_
1R
® RESTROOM A/C SUPPLY
® RES7ROOM EXHAUST FAH
AIR GFFWISER
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454—SODO
W WW. ADVANCED—DESIGN—BUI LDING. COM
THESE DRAWHMS Arm SPECIFICATIONS ARE
INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF
ROUND HILL DVETOPMWADVANCD
DESIGN ! BUILDING NEGAREPC
OT �
USED ON
ANY DOWN PROJECTS OR EXTENSIONS OF THIS PROJECT
EXCEPT BY WRITTEN AGREEMENTS 'WITH ROUND HILL.
DEVELOPMENT GROUP.
NO DESIGN CHANGES WHICH ALTER THE INRFNT
OF THESE DRAWINGS OR SPECHCATIONS ARE TO BE MACE
WITHOUT OUTAIMNG WRITTEN PERMISSION FROM
ROUND HILL DEVELOPMENT GROUP.
ARCHITECT: BERM
JONES
ARC E "AID ✓O/vFs
"
SEAL: A0015195 ."
DATE: ED ARO�`tAi'
CLIENT:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ELECTRICAL
PLAN
REVISIONS:
DRAWN BY., N. GARCIA
CHECKED BY: BVJ
PROJECT I
SCALE: I INCH
F*"f- COPY E-1
CONCRETE TO REMAIN
4'-10"�3'-2`
4'-10" 3'-2"
FLOOR PLAN,
1 /4 INCH
CONCRETE TO REMAIN
__20'
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454-8000
WWW. ADVANCED-DESIGN-BUI LDING. COM
VfM DRAMANGS AM S+ECIRCAMONS ARE
INSTRUMENTS OF SERVICE AND ARE THE PROPERTY OF
ROUND WILL DEVISOPMENT CROUP, INC .I dbn ADVANCED
DESGN k BOLDING. THEY ARE NOT" RE USED ON
ANY gTiiFTt PROJECTS OR EXTENSIONS OF THUS PROJECT
EXCEPT BY VOTTEN AGREEMENTS Ntni ROUND HILL
DEVELOPMENT GROUP.
..
ES DESIGN CHANGES ECFX ALTER THE INTENT
OF THESE DRAO BE
OR SPECFICAnONS ARE TO BE MACE
OBTAINING
WITHOUT CBTa PFT MUSSID. FROM
LL E111RAVKTIEN
ROUND HILL DEVEJAPMkTIP tdtIX1P.
ARCHITECT: BERNARI
JONES
ARCHITE
SEAL:
DATE: ` 037(
26 -3"
CLIENT:
521-311
r
r AR0015193
AL
I, )
,�G
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
0 a
6�9� 0
• 0
REVISIONS:
DRAWN BY: N. GARCIA
CHECKED BY: BVJ
PROJECT f.
SCALE: INCH
Go?
fllo� FP
_ 1
ARCHITECTS
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP MANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH. FL. 33162
305-454-8000
WWW. ADVANCED—DESIGN—BUILDING.COM
or 1HE9E DRAMNGS oR sPECRCAnona ARE To eE rAOE
ARCHITECT: 13t")
JONES
SEAL:
DATE:
r�rrrr�r
CLIENT:
1
AD
g JFLpVz,
r
AR0015193
9021
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
MECHANICAL
PLANS
REVISIONS:
DRAWN BY: N. GARCIA
CHECKED BY: BVJ
PROJECT f
SCALE: } INCH
MECHNAICAL PLAN
1/4 INCH
AIR HANDLING UNIT
CONDENSATE DRAIN PAN
FLOAT SWITCH IN SECONDARY
DRAIN LINE TO DISABLE AHU
SHOULD SECONDARY DRAINLINE
ACCUMULATE WATER. (NOT REQUIRED
IF SECONDARY DRAIN PAN IS USED)
12" EXTENSION PIPE WITH
THREADED CAP AT END
VENT CLEANOUT WITH
SLIP -FIT (NOT
SCREW) CAP'
WITH DRILLED HOLE
TERMINATE 'VENT
CLEAN OUT
AT LEAST 1" ABOVE
FLOAT SWITCC
TRIPPING HEIGHT
--��- IN SECONDARY DRAIN
4I,IR2 -PAN.
PREMANUFACTURED TRAP AT
3" DEEP WITH CLEANOUT IS
CONDENSATE TRAP
DETAIL
SUPPLY AIR
DUCT
SUPPLY AND RETURN DUCT
PLENUMS TO BE MECHANICALLY
ATTACHED TO THE AHU PER
FBCR-M1601.4.1.6 AND PROPERLY
SEAL
air handler
6"CLEARANCE
ALL AROUND
UNIT
BOTTOM MOUNTING PLY. DE K
BRACKET Wf (1)NO. 10
SCREW AT 12"OC 6"END (2) 16 DS El CH END
AIR HANDLING UNIT
CONDENSATE DRAIN PAN
I
SEE CONDENSATE TRAP DETAIL FOR FLOA
SWITCH OR AUXILARY DRAIN PAN PER
FMC SEC. 307.2.3
D SCHARGE OF CONDENSATE PER SECTION
307 OF THE FMC AND SECTION 1503.7 OF
FLORIDA B CODE
5 8" MOISTURE RESISTANT (GREEN BOARD)
DRYWALL ALL SIDES OF RETURN AIR DUCT
RETURN AIR
DETAIL AT
AHU STAND
EXTERIOR
A/C UNIT
4 INCH SUB (MM)
TIE -DOWN A/C CONDEN SOR UNIT Wj (6) Y4 DIA. X 1.5" EMBEDMENT
TAPCON CONCRETE SCREWS 0 ALL 4 CORNERS AND (6) NO. 10 S.S
SHEET METAL SCREWS THRU 18 GUAGE STRAP TO A/C UNIT FRAME
OR (2) 3/8" X 4" EMBEDMENT WEDGE ANCHOR TO SLAB
GENERAL
CONTRACTORS
A ROUND HILL DEVELOPMENT GROUP COMPANY
17968 115 TH AVE. NORTH
JUPITER, FLORIDA 33478
PH: 561-216-1000
CELL 561-718-0831
319 167TH ST
NO. MIAMI BEACH, FL, 33162
305-454-8000
WWW. ADVANCED-DESIGN-BUI LDING. COM
THESE MAWR= AND SPECIPGAOONS ARE
INSTRUMENTS OFSE MD ARE THE PROPERTY OF
ROUND HILL DEYELOPMENT GRIXIP. B1Q/ abe ADVANCED
DEDON : BUILM4 THEY ARE NOT �0 K USED ON
ANY OTHER PRO.ECT:i OR W84SIONS OF THIS PROJECT
EXCEPT BY MUTTEN AGREEMENTS MTN ROUND HILL
DEVELOPMENT GROUP.
NO DESIGN CHANGES WAN ALTER THE INTINT
OF THESE DRAWNGS OR SPECECATIONS ARE TO BE MAC
WTHOUT ODTNNNG VEHTRN PERMISSION FROM
ROUND HRL DEVELOPMENT GROUP.
ARCHITECT. BE")
TONES
SEAL:
DATE: r
CLIENT:
AROW51193
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
ADDRESS:
3520 ROSELAWN BLVD
FORT PIERCE
FL, 34982
MECHANICAL
DETAILS
REVISIONS:
DRAWN BY: N. GARCIA
CHECKED BY: BVJ
PROJECT A
SCALE: } INCH
a m m It IIIIII. `2