HomeMy WebLinkAboutREVISIONOFFICE USE ONLY: C�
DATE FILED:' -aD_
REVISION FEE:
LOCATION/SITE
ADDRESS:
PERMIT#
RECEIPT # _
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION FLucie
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982.5652
1 (772) 462-1553 J _322
APPLICATION FOR BUILDING PERMIT REVISIONSnty, Permitting
PROJECT INFORMATION
— D
EIETAILED DESCRIPTION OF PROJECT
REVISIONS:
1.4 ) )A ;411 i.t)S r -P ►/ I S2 cl '%
fCONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: CBC051145
$USINESS NAME: GRBK GHO Homes LLC
QUALIFIERS NAME: William Handler
ADDRESS: 590 NW Mercantile Place
" CITY; Pt St Lucie STATE: FL
PHON (DAYTIME):772-773-0075
OWNER/BUILDER INFORMATION:
NAME: GRBK GHO St Lucie LLC
ADDRESS:590 NW Mercantile Place
CITY: Port St Lucie
PHONE (DAYTIME: 772-773-0075
ST. LUCIE CO CERT. #:
ZIP: 34986
FAX: 561-688-0909
STATE: FL ZIP: 34986
FAX: 561-688-0909
ARCHITECT/ENGINEER INFORMATION:
NAME. Donald J Nuelle
ADDRESS: 11634 SW Rowena St
CITY: Port St Lucie
PHONE (DAYTIME): 561-629-6975
STATE: FL ZIP: 34987
FAX: N/A
SLCCC: 9/23/09
Revised 06130117 A P
J
N
FORM R405-2020
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: MW-02REV
Builder Name: GHO HOMES
��/�
Street: 9629 KNOLLWOOD LN.
Permit Office: ST. LUCIE COUNTY
City, State, Zip: FORT PIERCE, FL, 34951
Permit Number:
MAR ® 9 2022
Owner:
Jurisdiction:
Design Location: FL, Fort Pierce
County: Sumter (Florida Climate Zone
2 )
1. New construction or existing New (From Plans)
10. Wall TypeV521.6 sqft.)
Insulation Area
2. Single family or multiple family Detached
a. Concrete Block - Ext Insul, Exterior
R=4.1 2136.60 ft2
b. Frame - Wood, Adjacent
R=11.0 385.00 ft2
3. Number of units, if multiple family 1
c. N/A
R= ft2
4. Number of Bedrooms 4
d. N/A
R= ft2
11. Ceiling Types (2849.1 sqft.)
Insulation Area
5. Is this a worst case? No
a. Under Attic (Vented)
R=40.0 2685.00 ft2
6. Conditioned floor area above grade (ft2) 2685
b. Knee Wall (Vented)
R=38.0 164.10 ft2
Conditioned floor area below grade (ft2) 0
c. N/A
R= ft2
7. Windows(384.3 sqft.) Description Area
12. Ducts
a. Sup: Attic, Ret: Attic, AH: Main
R ft2
6 682
a. U-Factor: Dbl, U=0.69 384.34 ft2
SHGC: SHGC=0.26
b. U-Factor: N/A ft2
13. Cooling systems
kBtu/hr Efficiency
SHGC:
a. Central Unit
56.5 SEER:16.00
c. U-Factor: N/A ft2
SHGC:
Area Weighted Average Overhang Depth: 4.202 ft.
14. Heating systems
kBtu/hr Efficiency
Area Weighted Average SHGC: 0.260
a. Electric Strip Heat
30.1 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 (2685.0 sqft.) Insulation Area
EF: 0.940
a. Slab -On -Grade Edge Insulation R=0.0 2685.00 ft2
b. Conservation features
b. N/A R= ft2
None
c. N/A R= ft2
16. Credits
Pstat
Glass/Floor Area: 0.143 Total Proposed Modified Loads: 75.13
PASS
Total Baseline Loads: 81.65
1 hereby certify that the plans and specifications covered by
Review of the plans and
Ok-tfIE.S7,q��
this calculation are in compliance with the Florida Energy
Code.
specifications covered by this
calculation indicates compliance
,y , _ : 0�,
f
with the Florida Energy Code.
`1cF-
PREPARED BY:
Before construction is completedf,
C
DATE: ovoenozz
this building will be inspected for
compliance with Section 553.908
t i
I hereby certify that this building, as designed, is in compliance
Energy Cc
Florida Statutes.
l C
�j• - g
B
CQD
with the Florida e.
WE
OWNER/AGENT:
BUILDING OFFICIAL:
DATE:
DATE:
- Compliance requires certification by the air handier unit manufacturer that the 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 project requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (111402.4.1.2).
2«b 3
-, ro);
1/5/2022 1:44 PM 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 4
Gn=il PAnr,-,?nqn INPI IT SI IMMARY r.HFCKI I-RT RFPORT
PROJECT
Title:
Building Type:
Owner Name:
# of Units:
Builder Name:
Permit Office:
Jurisdiction:
Family Type:
New/Existing:
Comment:
MW-02REV
User
1
GHO HOMES
ST. LUCIE COUNTY
Detached
New (From Plans)
Bedrooms: 4
Conditioned Area: 2685
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: 9629 KNOLLWOOD LN
County: Sumter
City, State, Zip: FORT PIERCE,
FL, 34951
CLIMATE
/
V Design Location
Design Temp
TMY Site 97.5 % 2.5 %
Int Design Temp Heating Design Daily Temp
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
Block1
2685 26044.5
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms InfilID Finished Cooled Heated
1
Main
2685 26044.5 Yes 5
4
1 Yes Yes Yes
FLOORS
#
Floor Type
Space Perimeter R-Value
Area
Tile Wood Carpet
1 Slab -On -Grade Edge Insulatio Main 263 ft
2685 ft2
---- 0 0 1
ROOF
/
V #
Type
Roof Gable Roof
Materials Area Area Color
Rad
Barr
Solar SA Emitt Emitt Deck Pitch
Absor. Tested Tested Insul. (deg)
1
Hip
Flat tile/slate 3002 ft2 0 ft2 Medium
N
0.4 N 0.9 No 0 26.57
ATTIC
V #
Type
Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Vented 150 2685 ft2
N N
CEILING
#
Ceiling Type
Space R-Value Ins Type
Area Framing Frac Truss Type
1
2
Under Attic (Vented)
Knee Wall (Vented)
Main 40 Blown
Main 38 Blown
2685 ft2 0.1 Wood
164.1 ft2 0.11 Wood
1/5/2022 1:44 PM 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 2 of 4
FORM R405-2020
INPUT SUMMARY GHEGKLIS 1 KhVUK 1
WALLS
Adjacent
Cavity Width
Height
Sheathing Framing
Solar
Below
Space
_ 1
N
Exterior
Concrete Block - Ext Insul
Main
4.1 39 8
9 4
370.2 ft2
0
0
0.3
0
_ 2
E
Exterior
Concrete Block - Ext Insul
Main
4.1 60 6
9 4
564.7 ft2
0
0
0.3
0
3
SE
Exterior
Concrete Block - Ext Insul
Main
4.1 1 5
9 4
13.2 ft2
0
0
0.3
0
_ 4
S
Exterior
Concrete Block - Ext Insul
Main
4.1 61 6
9 4
574.0 ft2
0
0
0.3
0
_ 5
W
Exterior
Concrete Block - Ext Insul
Main
4.1 65 10
9 4
614.4 ft2
0
0
0.3
0
6
Garage
Frame - Wood
Main
11 15 3
9 4
142.3 ft2
0
0.25
0.3
0
7
-
Garage
Frame - Wood
Main
11 26 0
9 4
242.7 ft2
0
0.25
0.3
0
DOORS
#
Ornt
Door Type Space
Storms
U-Value
Width
Height
Area
Ft
In
Ft In
1
N
Wood Main
None
.39
3
8
24 ft2
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall
Overhang
#
Ornt ID
Frame Panes NFRC
U-Factor SHGC Imp
Area
Depth
Separation
Int Shade
Screening
1
n 1
Metal Double (Clear)
Yes
0.69 0.26 N
7.7 ft2
7 ft 0 in
0 ft 0 in
None
None
2
n 1
Metal Double (Clear)
Yes
0.69 0.26 N
72.0 ft2
2 ft 0 in
0 ft 8 in
None
None
3
n 1
Metal Double (Clear)
Yes
0.69 0.26 N
8.0 ft2
7 ft 0 in
3 ft 0 in
None
None
4
e 2
Metal Double (Clear)
Yes
0.69 0.26 N
12.0 ft2
2 ft 0 in
0 ft 8 in
None
None
5
e 2
Metal Double (Clear)
Yes
0.69 0.26 N
7.0 ft2
2 ft 0 in
0 ft 8 in
None
None
6
e 2
Metal Double (Clear)
Yes
0.69 0.26 N
36.0 ft2
2 ft 0 in
0 ft 8 in
None
None
7
s 4
Metal Double (Clear)
Yes
0.69 0.26 N
86.7 ft2
2 ft 0 in
0 ft 8 in
None
None
8
s 4
Metal Double (Clear)
Yes
0.69 0.26 N
96.0 ft2
10 ft 0 in
1 ft 8 in
None
None
9
w 5
Metal Double (Clear)
Yes
0.69 0.26 N
14.0 ft2
2 ft 0 in
0 ft 8 in
None
None
10
W 5
Metal Double (Clear)
Yes
0.69 0.26 N
45.0 ft2
2 ft 0 in
0 ft 8 in
None
None
GARAGE
#
Floor Area Ceiling Area
Exposed Wall Perimeter
Avg. Wall Height
Exposed Wall Insulation
1
529 ft2 529 ft2
64 ft
9.3 ft
1
INFILTRATION
#
Scope
Method SLA
CFM 50 ELA EgLA
ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000431
3038.5 166.7 312.97
.1365
7
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Cnvne onnG_cnon INIPI IT CI IMMARV rWFCKI IAT RFPC)RT
HEATING SYSTEM
# System Type
Subtype
Speed Efficiency Capacity
Block
Ducts
1 Electric Strip Heat/
None
COP:1 30.07 kBtu/hr
1
sys#1
COOLING SYSTEM
# System Type
Subtype
Subtype Efficiency Capacity
Air Flow
SHR
Block
Ducts
1 Central Unit/
Split
Singl SEER: 16 56.5 kBtu/hr cfm
0.7
1
sys#1
HOT WATER SYSTEM
# System Type
SubType
Location
EF Cap Use
SetPnt
Conservation
1 Electric
None
Garage
0.94 50 gal 60.9 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector
System Model # Collector Model # Area
Storage
Volume
FEF
None None
ft2
DUCTS
---- Supply --
V # Location R-Value Area
-- Return — Air
Location Area Leakage Type Handler
CFM 25 CFM25
TOT OUT
QN
RLF
HVAC #
Heat Cool
1 Attic
6 682 ft2
Attic
321 ft2 Default Leakage Main
(Default) (Default)
1 1
TEMPERATURES
Programable Thermostat: Y
Coolin [[ ]] Jan Feb
Heating [X] Jan f XJ Feb
Ventin [[ ]] Jan [ ] Feb
Mar
Pq Mar
X Mar
Ceiling Fans:
[ ] Apr [ ] Ma [X] Jun [X] Jul riAu
[ ] Apr [ ]May [ ]Jun [ ] Jul Au
[X] A r [ ] Ma [ ]Jun [ ] Jul Aug
Se [ ]Oct
Sep [ ]
riSe [X]
Oct
Oct
Nov
Nov
Nov
H
Dec
Dec
Dec
Thermostat Schedule: HERS 2006 Reference
Schedule Type 1
2 3
Hours
4 5 6 7
8 9
10
11
12
Cooling (WD) AM
PM
Cooling (WEH) AM
PM
Heating (WD) AM
PM
Heating (WEH) AM
PM
78
80
78
78
66
68
66
68
78 78
80 78
78 78
78 78
66 66
68 68
66 66
68 68
78 78 78 78
78 78 78 78
78 78 78 78
78 78 78 78
66 66 68 68
68 68 68 68
66 66 68 68
68 68 68 68
78 80
78 78
78 78
78 78
68 68
68 68
68 68
68 68
80
78
78
78
68
68
68
68
80
78
78
78
68
66
68
66
80
78
78
78
68
66
68
66
MASS
Mass Type
Area
Thickness Furniture Fraction Space
Default 8 Ibs/s .ft.
0 ft2
0 ft 0.3
Main
1/5/2022 1:44 PM 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 4 of 4
FORM R405-2020
ENERGY PERFORMANCE LEVEL (EPL) DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 92
The lower the EnergyPerformance Index, the more efficient the home.
9629 KNOLLWOOD LN., FORT PIERCE, FL, 34951
1. New construction or existing
New (From Plans)
10. Wall Type and Insulation
Insulation
Area
a. Concrete Block - Ext Insul, Exterior
R=4.1
2136.60 ft2
2. Single family or multiple family
Detached
b. Frame - Wood, Adjacent
R=11.0
385.00 ft2
3. Number of units, if multiple family
1
c. N/A
R=
ft2
4. Number of Bedrooms
4
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=40.0
2685.00 ft2
6. Conditioned floor area (ft2)
2685
b. Knee Wall (Vented)
R=38.0
164.10 ft2
c. N/A
R=
ft2
7. Windows- Description
Area
12. Ducts, location & insulation level
R ft2
a. U Factor: Dbl, U=0.69
384.34 ft2
a. Sup: Attic, Ret: Attic, AH: Main
6 682
SHGC: SHGC=0.26
b. U-Factor: N/A
ft2
SHGC:
13. Cooling systems
kBtu/hr
Efficiency
c. U-Factor: N/A
ft2
a. Central Unit
56.5 SEER:16.00
SHGC:
d. U-Factor: N/A
ft2
14. Heating systems
kBtu/hr
Efficiency
SHGC:
a. Electric Strip Heat
30.1
COP:1.00
Area Weighted Average Overhang Depth:
4.202 ft.
Area Weighted Average SHGC:
0.260
8. Skylights Description
Area
15. Hot water systems
Cap: 50 gallons
a. U-Factor(AVG): N/A
ft2
a. Electric
EF: 0.94
SHGC(AVG): N/A
b. Conservation features
9. Floor Types
Insulation
Area
None
a. Slab -On -Grade Edge Insulation
R=0.0
2685.00 ft2
Credits (Performance method)
Pstat
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 eneigy saving features which will be installed (or exceeded)
in this home before final inspectionOtherwise, a new EPL Display Card will be completed
based on installed Code compliant ftatures.
Builder Signature: _ Date:
Address of New Home: 2 d�� (,A0 City/FLZip:
Ngs1
*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.
1/5/2022 1:44 PM 7.0.00 - FlaRes2020 FBC 7th Edition (2020) Compliant Software Page 1 of 1
Envelope Leakage Test Report (Blower Door Test)
Residential Prescriptive, Performance or ERI Method Compliance
2020 Florida Building Code, Energy Conservation, 7th. Edition
Jurisdiction:
Permit #:
Job Information
Builder: GHO HOMES Community: Lot: NA
Address: 9629 KNOLLWOOD LN.
City: FORT PIERCE State: FL Zip: 34951
Air Leakage Test Results Passing 'results must meet either the Performance, Prescriptive, or ERI Method
O PRESCRIPTIVEMETHOD-The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding.7 air
changes per hour at a pressure of 0.2 inch w.g. f(50 Pascals) in Climate Zones 1 and 2.
O PERFORMANCE or ERI METHOD -The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding
the selected ACH(50) value, as shown on Form R405-2020 (Performance) or'R406-2020 (ERI), section labeled'as infiltration, sub -section ACH50.
ACH(50) specified on Form R405-2020-Energy Calc (Performance) or R406-2020 (ERI): 7.000
x 60 _ 26045 = Method for calculating building volume:
CFM(50) Building Volume ACH(50)
Q Retrieved from architectural plans
F-1 PASS • Code software calculated
When ACH(50) is less than 3, Mechanical Ventilation installation O Field measured and calculated
must be verified by building department.
R402.4.1.2 Testing. Testing shall be conducted in accordance with ANSI/RESNET/ICC 380 and reported at a pressure of 0.2 inch w.g. (50 Pascals)
Testing shall be conducted by either individuals as defined in Section 553.993(5) or (7), Florida Statues.or individuals licensed as set forth in Section
489.105(3)(f), (g), or (i) or an approved third party. A written report of the results of the test shall be signed by the party conducting the test and
provided to thecode official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope.
During testing:
1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration
control measures.
2. Dampers including exhaust, intake, makeup air, back draft and Flue dampers shall be closed, but not sealed beyond intended infiltration control
measures.
3. Interior doors, if installed at the time of the test, shall be open.
4. Exterior doors for continuous ventilation systems and heat recovery ventilators shall be closed and sealed.
5. Heating and cooling systems, if installed at the time of the test, shall be turned off.
6. Supply and return registers, if installed at the time of the test, shall be fully open.
Testing: Company
Company Name: Phone:
I hereby verify that the above Air Leakage results are in accordance with the 2020 7th Edition Florida Building Code
Energy Conservation requirements according to the compliance method selected above.
Signature of Tester: Date of Test:
Printed Name of Tester:
License/Certification #: Issuing Authority:
1/5/2022 1:45:21 PM EnergyGauge® USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 1
2020 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: MW-02REV Builder Name: GHO HOMES
Street: 9629 KNOLLWOOD LN. Permit Office: ST. LUCIE COUNTY
City, State, Zip: FORT PIERCE, FL, 34951 Permit Number:
U
Owner: Jurisdiction:
w
x
Design Location: FL, Fort Pierce
U
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.
The air barrier in any dropped ceiling/soffit shall be aligned with
The insulation in any dropped ceiling/soffit
Ceiling/attic
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.
The junction of the foundation and sill plate shall be sealed.
Cavities within corners and headers of frame walls
Walls
The junction of the top plate and the top of exterior walls shall be
shall be insulated by completely filling the cavity
sealed.
with a material having a thermal resistance of R-3
Knee walls shall be sealed.
per inch 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
insulation.
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
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
cavities shall be filled by insulation that on
Narrow cavities
installation readily conforms to the available cavity
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spac
as.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light fixtures installed in the building
shall 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
and plumbing in exterior walls, or insulation that on
installation readily conforms to available space shall
extend behind pupona and wiring.
Shower/tub
The air barrier installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall
on exterior wall
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
exteriorwalls
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
Concealed
When required to be sealed, concealed fire sprinklers shall only be
sprinklers
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
betweens and walls or ceolmnas,
a. In addition, inspection of log walls Shall be in accordance witn the provisions of IUU-410U.
1/5/2022 1:45 PM EnergyGaugeO USA 7.0.00 - FlaRes202O FBC 7th Edition (2020) Compliant Software Page 1 of 1
Load Form Job:
-��- wrightsoft ShortDate: Sop 16, 2021
Entire House By.
Project Information
For: MW-02REV
9629 KNOLLWOOD LN'.. FORT RERCE, FL 34951
Design Information
Htg Cfg Infiltration
Outside db (OF) 41 90 Method Simplified
Inside db (°F) 70 72 Construction quality Semi=tight
Design TD (°F) 29 18 Fireplaces 0
Daily range - L
Inside humidity (%) 30 50
Moisture difference (grilb) 2 63
HEATING EQUIPMENT
COOLING EQUIPMENT
Make
Make Lennox
Trade
Trade LENNOX
Model
Cond, 16ACX-060-230A"
AHRI ref
Cbil CBA25UHV-060 230-"
AHRl ref 202540573
Efficiency
100 EFF
Efficiency 12:0 EER,16 SEER
Heating input
8.8
kV/
Sensible cooling
39550 .Btuh
Heating output
30073
Btuh
Latentcoding
16950 Stuh
Temperature rise
15
OF
Total cooling
56500 Btuh
Actual air flow
1883
cfrn
Actual airflow
1883 cI n
Airflowfactor
0.051
c111mimuh
A►rtlowfa=
0.049 cfrn/Btuh
Static pressure
0.50
in H2O
Staticpressure
0.50 in H2O
Space thermostat
Load sensible heat ratio
0.78
ROOM NAME
Area
(ft�}
Htg load
(Btuh)
Clglead
(Htuh)
HtgAVF
(cfm)
CIgAVF
(cfm)
MASTER SUITE
303
5596
4811
283
235
HIS WIC
39
707
478
36
23
MASTER BATH
165
1942
1742
98
85
HER W IC
70
63
263
3
13
DEN
201
5337
5303
270
258
FOYER
69
1414
1180
71
58
DINING
1.75
2729
2249,
138
110
MECH
24
774
656,
39
32
UTILITY
68
326
SS9
16
44
BATH 2
58
813
930
41
45
BED
180
1940
2886
98
141
BED 3
178
1918
2850
97
139
BATH 3
58
1807
1323
91
65
A1r)r%w
1A.7
472a.
-171 Ci
161
.1"
Catculations approved byACCA to meet all requfrernentsof Manual J 8th Ed.
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R� lqry(1srrFlDawtte=IWdght:,�*RFNACY6CN-02REVnp C11c=6W FrcitDcortb,ms: PI
KIiGHEN
Zsl
tra
cu%1
i-+
iuu
GREAT RIM
452
4373
5081
221
248
UTILITY HALL
95
0
0
0
0
BED 4
165
3480
3230
176
157
Entire House
2669
37283
38637
1883
1883
Other equip loads
0
0
Equip. @ 0.95 RSM
3686.0
Latent cooling
11087
rnTwn
•sccri
`27'SSL'b
A7QA7
4AQZ
iRRA
1 V1/1LV wa... ... ....... .._ ..
Calculations approved byACCAto rneetall requirements of Manual J 8th Ed.
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- - wrightsofts Project Summary
Entire House
Project Irdorrriation
For: MW-02REV
9629 MOLLWOOD LN„ FORT PIERCE, FL34951
Notes:
Job:
Date: Sep16, 2021
By.
Design .
ar
Weather. Stf ude Ca tnfl. FL, US
Winter Design Conditions
Summ. er Design Conditions
Outsidedb
41 OF
Outsidedb
90
OF
Insidedb
70 OF
Insidedb
72
OF
Design TD
29 OF
Gesign TD
18
OF
Daityrange
L
Relative humidity
50
%
Moisture difference
63
grAb
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure
31054 Btuh
Structure
28285
Btuh
Ducts
6229 Btuh
Ducts
10352'
Btuh
Central vent (0 cfm)
0 Stuh
Centrai'vent'(0 crm)
0
Btuh
(none)
(none)
Humidification
0 B(uh
Blcwer
0
Btuh
Piping
0 Btuh
Equipment load
37283 B(uh
Uss manufacturer`s data
n
Ratelswtn mcitti lies
Equipmen load
0.95
36860
Btuh
Infiltration
. sensible
Method
Simplified
Laterit.Cooling Equipment Load Sizing
Construction quality
Semi -light
Fireplaces
0
Stmarre
8353
Btuh
Duds
2734
Btuh
Central vent(o cfm)
0
Btuh
Heat- Coaflrt
ncne)
Area(ii2)
299 2669
Equipmentlatent load
11087
Stuh
Volume (fts)
26045 26M,
Alrchan� gnihour
022 0.11
48
Equipment Total Load (Sen*Lat)
Req. 0.70 SHR
47947
4.4
Btuh
Equiv. AVF: (cfm)
95
toWcapadtyat
ton
Heating Equipment: Summary
Cooling Equipment Summary
Make
Make Lennox
Trade
Trade LENNOX
Model
Cand 16ACX-060-230A"
AHRI ref
Ccit CBA25UHV-060-230= "
AHRI ref 202640573
Efficiency
100 EFF
IEffidencyr 12.0 EER,16 SEER
Heating input
8.8 ktdlr
Sensible cooling
39550,
Stuh
Healing output
30073 Btuh
Latent cooling
16950
Btuh
Temperature rise
15 OF
Tbtal cooling
56500
Btuh
Actual airflow
1883 dm
Actual airflow
1883
cfm
Air flow factor
6.051 dhiffituh
Airflowfactor
0.049.
cfm/Btuh
Static pressure
0.50 in H2O
Static pressure
0.50
in H2O
Space thermostat
Load sensible heat ratio
0.78
Calculations approved byACCAto meet all requirements of Manuel J 8th Ed.
_ -P�F- 2021Sap-1612:50:47
A& .....• .•- Rigt4StrteE)Wfverss1202121=5RRMS-64 Paget
_%AniUser0a=,arm'�NdgN-Ct lVAC1RN42Re'"unp Caf--=IW RaxVzzrfacos N
GH'O HOMES
MW-02
9629 !KNOLLWOOC LN.
FORT ;PIERCE, FL 34951
PROJECT LOG
GENERAL NOTES
THIS PLANS WERE PREPARED USING THE 2020 FLORIDA BUILDING CODE 7TH EDITION
2. TYPE OF CONSTRUCTION: CLASS V. UNPROTECTED, GROUP R3 OCCUPANCY PER
FLORIDA BUILDING CODE.
3. CONSTRUCTION SHALL FOLLOW THE FLORIDA BUILDING CODE AS ADAPTED BY THE
COUNTY AND ALL APPUCABLE AMENDMENTS.
4. THESE PLANS, AS DRAWN AND NOTED, COMPLY WITH THE BUILDING ENVELOPE ENERGY
REQUIREMENTS OF THE F.B.C. CHAPTER 13 ENERGY EFFICIENCY.
5. ALL WINDOWS AND DOORS SHALL BE CAULKED AND WEATHER STRIPPED. WNDOW UNITS
SHALL DISPLAY LABELS SHOWING COMPLIANCE WITH THE F.B.C. CHAPTER 13 ENERGY
EFFICIENCY SECTION.
6. REGISTERED BAITING SYSTEM FOR TERMITE TREATMENT TO BE INSTALLED AND MONITERED
THIRD PARTY PRIOR TO FINAL BUILDING APPROVAL PER F.B.C. 2020
ABBREVIATIONS
ABV
ABOVE
EXT.
EXTERIOR
AFF
ABOVE FINISHED FLOOR
F.B.C.
FLORIDA BUILDING CODE
AHU
AIR HANDLER UNIT
F.R.
FIRE RATED
B.F.
BI FOLD
FR
FRENCH DOOR
B.P.
BI PASS
FIN.
FINISHED
BLK.
BLOCK
FL
FLOOR
BLW.
BELOW
G.T.
GIRDER TRUSS
BRG.
BEARING
GA.
GAUGE
BTM.
BOTTOM
GALV.
GALVANIZED
CLG.
CEILING
OR
GROUND FAULT INTERRUPT
CMU
CONCRETE MASONRY UNITS
GL
GLASS
COL
COLUMN
GWB
GYPSUM WALLBOARD
GONG.
CONCRETE
GYP. BD.
GYPSUM WALLBOARD
CSMT.
CASEMENT
HGT.
HEIGHT
DBL
DOUBLE
HIPS.
HOOPS
DIA.
DIAMETER
HIT
HOUR
DISP.
DISPOSAL
HS
HORIZONTAL SLIDING
OP
DESIGN PRESSURE
HVHZ
HIGH VELOCITY HURRICANE ZONE
DR.
DOOR
INS•
INSULATION
DW
DISH WASHER
INT.
INTERIOR
EE.
_EE
LG.
LONG
0.EC./
ELECTRICAL
UN.
LINEN
EEIPtf
ELEVATION
LT.
S.
EACH SIDE
Lit
1AUNnA TIIR /ram
THESE PLANS WERE PREPARED
USING THE 2020 FLORIDA RESIDENTIAL
BUILDING CODE 7th EDITION
M.C.
MEDICINE CABINET
SMS
SHEET METAL SCREWS
M.R.H.
MEAN ROOF HEIGHT
ST.
STIRRUPS
M.T.
METAL THRESHOLD
STL.
STEEL
MAX.
MAXIMUM
SW
SWITCH
MFR.
MANUFACTURER
TEMP.
TEMPERED
MICRO.
MICROWAVE
T.B.
THROUGH BOLT
MIN.
MINIMUM
TO,
THROUGH OUT
M.O.
MASONRY OPENING
LO.B.B.
TOP OF MASONRY BOND BEAM
MONO.
MONOLITHIC
T.O.PL
TOP OF WOOD PLATE
MTL
METAL
T.O.TB.
TOP OF TIE BEAM
O.H.D.
OVER HEAD DOOR
TYP•
TYPICAL
O/C
ON CENTER
U.N.O.
UNLESS NOTED OTHERWISE
P.LF,
POUNDS PER LINEAR FOOT
UL
UNDERWRITERS LABORATORIES
P.S.F.
POUNDS PER SQUARE FOOT
V.I.F.
VERIFY IN FIELD
P.S.I.
POUNDS PER SQUARE INCH
W.A.
WEDGE ANCHORS
P.T.
PRESSURE TREATED
W/
WITH
PARTN.
PARTITION
WC
WATER CLOSET
POT.
POCKET
WIT.
WOOD
PLYWD.
PLYWOOD
R.O.
ROUGH OPENING
S.C.
SOLID CORE
S.G.D.
S GLASS DOOR
SF
QUARE
SH
SINGLE HUNG
ST. LUCIE COUNTY PRODUCT APPROVAL
OPENING SCHEDULE: OVERHEAD DOORS, SLIDING DOORS, FIXED GLASS, WINDOWS & SKYLIGHTS
OPEN ID
PRODUCT
MODEL #
MANUF.
GLASS
ATTACH. METHOD TYPE, SIZE, SPACING
BUILDING DESIGN
PRODUCT DESIGN
DESCRIPTION
AND EMBED. *FILL ALL MANUF. HOLES
PRESSURE
PRESSURE
A
FL-9174.10 R13
9100 OHD 16080
WAYNE DALTON
N/A
W/ 1-1/4• WASHER & 2-3/4' MIN. EMBED.
D.P= +29.3 PSF
+39.9 PSF -43.7 PSF
2-3 4' MIN. GE DISTANCE. 6" FR END
-34.0 PSF
B
NOA NO.
(2) SH 26
PGT
SGL IMPACT
1/4' TAPCONS W/ 1-3/8- MIN EMBED
D.P= +31.9 PSF
+65.0 PSF -80.0 P
20-D401.11
0 10' O/C MAX. SPACING & 1° FROM EDGE
-34.9 PSF
C
FL-2046&5
EASED PANEL 30811
TIERMA TRU
N/A
1/4' TAPCONS W/ 1-1/4' MIN. EMBED CORNERS 0
D.P= +32.2 PSF
+50.0 PSF -50.0 PSF
DR W/ SIDELITE
4" & 14.5' O/C MAX. SPACING.
-35.1 PSF
D
NOA NO..
20-0401.10
4624 TRANSOM
PGT
SGL IMPACT
1/4- TAPOONS W/ 1-3/8' MIN EMBED
D.P= +34.8 PSF
+34.8
+80.0 PSF -80.0 PS
0 12" O/C MAX. SPACING & 2-1/2' FROM EDGE
PSF
E
AA NO.
(2) SH 28
0G_T
SGL IMPACT
1/4" TAPCONS W/ 1-3/8' MIN EMBED
D.P +31.9 PSF
+65.0 PSF -80.0 P
20 11
0 10- O/C MAX. SPACING & 1' FROM EDGE
=
-34.9 PSF
F
NOA NO.
20-G401.11
(2) SH 25
PGT
SGL IMPACT
1/4" TAPCONS W/ 1-3/8' MIN EMBED
D.P= 1.9 PSF
+65.0 PSF -80.0 P
0 10- C/C MAX. SPACING & 1° FROM EDGE
-4 1.9 PSF
G
NOA NO.
20-04p1.10
6020 TRANSOM
PGT
SGL IMPACT
1/4' TAPCONS WJ 1-3/8' MIN EMBED
p,P= +34.8 PSF
+80.0 PSF -80.0 PS
0 12° O/C MAX. SPACING & 2-1/2' FROM EDGE
_37.8 PSF
H
NOA N0.
20-0401.11
SH H33
PGT
SGL IMPACT
1/4' TAPDONS W/ 1-3/8' MIN EMBED
D.P.= +34.8 PSF
+65.0 PSF -80.0 P
0 10" O/C MAX, SPACING & 1' FROM EDGE
-37.8 PSF
I
NOA NO.
20-040111
(2) SH 35
PGT
SGL IMPACT
1/4' TAPCONS W/ 1-3/8' MIN EMBED
p,P= +33.2 PSF
+65.0 PSF -80.0 P
O 10' O/C MAX. SPACING & 1' FROM EDGE
-36.2 PSF
J
NOA NO.
20-0429.09
12080 PKT SGD
PGT
SGL IMPACT
1/4' SMS W/ 1-3/4' MIN EMBED
D.P.= +29.7 PSF
+60.0 PSF -60.0 P
0 4" O/C MAX. SPACING & 1' FROM EDGE
-32.6 PSF
K
NOA NO.
(2) SH 35
PGT
SGL IMPACT
1/4' TAPCONS W/ 1-3/8- MIN EMBED
+65.0 PSF -80.0 P
20-040111
0 10' O/C MAX. SPACING & 1' FROM EDGE
D.P= +31.5 PSF
-34.5 PSF
L
NOA NO.
20-0401.11
SH H33
PGT
SGL IMPACT
1/4° TAPOONS W/ 1-3/8' MIN EMBED
D.P= +34.8 PSF
+65.0 PSF -80.0 P
0 TO' O/C MAX. SPACING & 1' FROM EDGE
-46.6 PSF
M
NOA NO.
20-0401.11
SH 25
PGT
SGL IMPACT
1/4' TAPOONS W/ 1-3/8- MIN EMBED
D.P= +33.9 PSF
+65.0 PSF -00.0 P
0 TO' O/C MAX. SPACING & 1° FROM EDGE
-36.8 PSF
N
NOA NO.
20-0401.11
SH 25
PGT
SGL IMPACT
1/4- TAPOONS W/ 1-3/8- MIN EMBED
D.P= +33.9 PSF
+65.0 PSF -80.0 P
0 10' O/C MAX. SPACING & 1' FROM EDGE
-36.8 PSF
0
NOA N0.
SH H33
PGT
SGL IMPACT
Ile TAPCR S W/ 1-3/8° MIN EMBED
D•P.= +34.0 PSF
+65.0 PSF -80.p P
20-0401.11
0 HO' O/C MAX. SPACING & 1' FROM EDGE
_37.8 PSF
P
20-0-0 401.1.11
SH 35
PGT
SGL IMPACT
1/4' TAPGDNS W/ 1-3/8' MIN EMBED
=
D.P+33,2 PSF
+65.0 PSF -80.0 P
0 10" O/C MAX. SPACING & 1° FROM EDGE
-36.2 PSF
Q
2-041 .
0-0 01,
SH 26
PGT
SGL IMPACT
Ile TAPCONS W/ 1-3/8' MIN EMBED
D.P.=NOA +33.5 PSF
+65.0 PSF -80.0 P
0 10" O/C MAX. SPACING & 1' FROM EDGE
-38.9 PSF
PRODUCT
MODEL #
MANUF.
ATTACHMENT METHOD
BUILDING DESIGN
PRODUCT DESIGN
TYPE, SIZE, SPACING, EMBED., STIFFENERS, ETC
PRESSURE
PRESSURE
MULUONS
NOA NO. 20-406.03
PGT
1/4° TAPOONS W/ 1-1/4- MIN EMBED
MAX. 156-3/8' VERT.
(4) FASTENERS PER CLIP TOP & BIM.
37.7 PSF
+64.7 PSF -64.7 PS
ROOFING
NOA NO. 21-0315.03
EAGLE ROOFING
(2) 10d RING SHANK NAILS
-83.4 psf
-172 psf.
BEL-AIR CONCRETE TILE
PRODUCTS
ROOFING
FL 5374-R5
HIP AND RIDGE CHANNEL METAL
EAST COAST
METALS INC
3M 2 COMPONENT FOAM ROOF TILE ADHESIVE AH-160
-83.4 sf
p
-169 sf.
p
ROOFING
UNDERLAYMENT
ASTM 0-226 #30 FELT
N/A
MEMBRANE 30j'FELT
BUTTON CAPS 12" GRID, 6" O.C. AT A MIN. 4" HEAD LAP
N/A
N/A
ROOFING
UNDERLAYMENT
NOA NO. 18-0502.03
SBS UNDERLAYMENT
BORAL TILE SEAL
MEMUKAINIL: SELF AuMtKED I ON MORE PILES MIN. 4 HEAD
LAP AND A 6' END LAP MECHANICALLY FASTENED TO DECK W/
PEEL & STICK
APPROVED NAILS AND TIN CAPS 6" O/C AT THE LAPS AND 2
N/A
N/A
STAGG. ROWS 12° 0 C THE RELO OF THE ROLL
SIDING
STUCCO
N/A
N/A
N/A
N/A
SOFFIT
STUCCO
N/A
7/8" LG., 16 GA. CORROSION RESISTANT STAPLES TO HI RIB LATH
N/A
SPACED NOT MORE THAN 6'
N/A
BAHAMA SHUTTERS
FL 2681-R6
MERICAN SHUTTE
SS WX 2-1/4-TAPCONS. W 3 TAPOONS IN THE TOP TRACK
/ ()
+56.0 PSF
-63.0 PSF
SYSTEMS ASSOC,,
AND (2) TAPCONS IN THE BRACKETS ON EACH SIDE OF THE WINDO
HNC
A
MASONRY NOTES
PLAN NOTES
FRAMING NOTES
ELECTRICAL NOTES
1. CONCRETE UNITS TO BE ASTM C 9040. ASTM GRADES NI OR NIT. PROVIDE PRECAST
LINTELS AS NECESSARY. (fm = 1500 PSI)
1. PROVIDE 1x2 P.T. FlRESTOP HORIZONTAL 0 CEILING & WALL INTERSECTIONS OR 8'-O' O/C
1. THE TRUSS LAYOUT SHOWN ON THIS SHEET IS SCHEMATIC IN NATURE. HOWEVER, THE
1. CCNTRACTOR SHALL VERIFY WTH ELECTRIC PROVIDER THE LOCATION OF SERVICE AND
VERT. MAX. AND ALL OTHER LOCATIONS PER F.B.C. SECTION 718
SUPPORTING SUPERSTRUCTURE HAS BEEN DESIGNED UNDER THE ASSUMPTION THAT THE
SHALL LOCATED METER & PANELS AS REQUIRED.
2. MORTAR TYPE M PER ASTM C 27D-92.
FRAMING SCHEME SHOWN WILL CLOSELY PARALLEL FINAL TRUSS DESIGNERS LAYOUT.
3. CELLS, LINTELS AND BOND BEAMS WHERE SPECIFIED SHALL BE FILLED W/ 3000 PSI PEA
2 ALL GLAZING VATHIN 24' AND PARALLEL TO A DOOR SHALL BE TEMPERED.
ALL WINDOWS OR GLASS ENCLOSURES AT OR WITHIN 36" OF TUBS AND SHOWERS WITH SILLS
2. THIS FRAMING SCHEME (DIRECTION OF TRUSSES, MAJOR G.T. BEARING POINTS, ETC,) CAN
2 ALL WIRE SHALL BE THHN COPPER. UNLEtiS NOTED OTHERWISE.
GRAVEL CONCRETE.
LESS THAN 60" ABOVE FLOOR SHALL BE TEMPERED. ALL GLASS IN SIDEUGHTS, SLIDING GLASS
BE MODIFIED ONLY AFTER OBTAINING PERMISSION FROM THE PRIME PROFESSIONAL OF
3. WHERE REQUIRED BY OTHER CODES, SERVICE AND FEEDER CONDUCTORS SHALL BE
4. REINFORCING:
DOORS AND FRENCH DOORS SHALL BE TEMPERED.
RECORD WHO MUST REVIEW PROPOSED CHANGES AND AUTHORIZE STRUCTURAL REVISIONS
COPPER OF EQUAL AMPACITY.
ACCORDINGLY.
VERTICAL:
3. EGRESS WNDOWS SHALL BE OPERABLE FROM THE INSIDE WITHOUT THE USE OF TOOLS
4. ALL BRANCH CIRCUITS IN RACEWAY OR NON METALLIC SHEATHED CABLE.
EGRESS WINDOWS SHALL HAVE A MINIMAL NET OPENING OF 2C HIGH, 20° WIDE, AND MIN. NET
3. FINAL SIGNED AND SEALED ENGINEERED TRUSS DESIGN MUST BE SUBMITTED TO THIS
A. ASTM A615-94 PER REINFORCING SECTION (GRADE 60)•
AREA OF 5.7 S.F. FOR 2nd FLOOR WINDOWS AND 5.0 S.F. FOR 1st FLOOR WINDOWS THE
OFFICE FOR REVIEW. TRUSS DESIGNERS MUST PROVIDE ALL TRUSS CONNECTIONS AS PART OF
5. COORDINATE RACEWAY INSTALLATIONS WITH OTHER TRADES PRIOR TO CONSTRUCTION.
BOTTOM OF THE OPENING SHALL NOT BE MORE THAN 44" ABOVE THE FLOOR.
THE DESIGN.
B. WHEN A FOUNDATION DOWEL DOES NOT LINE UP WITH A VERTICAL CORE, IT SHALL NOT BE
SLOPED MORE THAN ONE OWELD DOES
IN SIX VERTICAL AUC4VER11C EVEN THOUGH IT IS IN AN
4. IN AREAS OTHER THAN HVHZ FIXED GLASS THICKNESS SHALL COMPLY WITH SECTION 2411
4. TRUSS MANUFACTURER SHALL SUBMIT THREE (3) COPIES OF SHOP DRAWINGS AND
6. VERIFY ALL CONDUCTORS AND BREAKERS WITH EQUIPMENT MANUFACTURER
SPECIFICATIONS.
ADJACENT CELL TO THE VERTICAL WALL REINFORCING.
OF F.B.C. AS THE MINIMUM THICKNESS ALLOWED.
ENGINEERING CALCULATIONS SIGNED AND SEALED BY A FLORIDA REGISTERED ENGINEER, OF
THEIR ROOF TRUSS DESIGN FOR REVIEW INCLUDING TWO (2) COPIES FOR ARCHITECTS RENEW
7. PROVIDE DISCONNECT SWITCH OF SIZE AS REQUIRED BY LOAD AND UNITS.
C. VERTICAL REINFORCING STEEL SHALL HAVE A MINIMUM CLEARANCE OF ONE-HALF INCH FROM
THE MASONRY.
5. PROVIDE A MINIMUM OF 4' CLEAR ALL AROUND AIR HANDLER UNITS
PRIOR TO FABRICATION. REVIEW OF TRUSS SHOP DRAWINGS IS A COURTESY BY THE
ARCHITECT AND IN NO WAY RELIEVES THE TRUSS MANUFACTURER OF HIS RESPONSIBILITY TO
& PROVIDE NON -FUSIBLE GENERAL DUTY SAFETY SWITCHES AT A/C EQUIP. AND AT
PROVIDE A LAYOUT THAT FULLY INTEGRATES WITH THE ARCHITECTS SUPERSTRUCTURE. IF
PUMPS NOT VISIBLE FROM CIRCUIT BREAKER PANEL AND AS PER MANUFACTURER.
D. VERTICAL REINFORCING SHALL BE AS LOCATED ON THE PLAN AND AS INDICATED IN THE
6. ALL DWELLING ROOMS MUST HAVE HVAC RETURNS. RETURNS MAY BE DUCTED, JUMPERS OR
TRANSFER GRILLES.
THERE IS ANY CONFLICT OR ADDITIONAL STRUCTURE NEEDED, THE TRUSS COMPANY SHALL
RECOMMENDATIONS.
COLUMN SCHEDULE
NOTIFY THE ARCHITECT IN WRITING OF THE SPECIFIC AREAS OF CONCERN.
E VERTICAL REINFORCING EACH SIDE OF ANY OPENING, IF REQUIRED, SHALL BE CONTINUOUS
7. A/C UNITS MAY HAVE CONC, PAD OR OTHER APPROVED MATERIAL EXTENDING ABV.
5. TRUSSES TO BE DESIGNED TO CARRY LOADS OF ATTIC AHU AND MISC. EQUIPMENT.
9. PROVIDE GFl BREAKERS FOR ALL BATHROOMS, GARAGE AND EXTERIOR OUTLETS AS
SHOWN ON PLANS.
TO THE TIE BEAM. PRECAST UNTELS SHALL HAVE OPENINGS TO ALLOW REINFORCING BARS TO TO
GRADE OR SHALL BE SUSPENDED A MIN. OF 8' ABY. ADJOINING GRADE.
COORDINATE LOCATIONS WITH BUILDER PRIOR TO FABRICATION AND INDICATE ON TRUSS
CONTINUE UNINTERRUPTED.
DRAWINGS.
10. ELECTRICAL FIXTURES, TRIM AND APPUANCES SHALL BE UL APPROVED AND AS
BEAM SCHEDULE NOTES
SELECTED BY BUILDER.
HORIZONTAL,
6. ALL INTERIOR LOAD BEARING PARTITIONS TO BE CONSTRUCTED WITH CUPS, TOP AND
BOTTOM EACH STUD, AS PER CODE.
11. PROVIDE PRE -WIRED TELEPHONE OUTLETS AS SHOWN ON PLAN.
A. HORIZONTAL REINFORCEMENT SHALL BE PROVIDED AS SCHEDULED IN THE BEAM SCHEDULE.
1. ALL COMPOSITE UNTEL (MARK 'L") TOP BARS SHALL BE CONTINUOUS UNLESS OTHERWSE
NOTED
7. STRUCTURAL WOOD AND TIMBER FRAMING SHALL CONFORM TO THE 'TIMBER CONSTRUCTION
12 PROVIDE PRE- WIRED T.V. OUTLETS FOR CABLE AS SHOWN ON PLANS.
5. GENERAL,
MANUAL' AS PUBLISHED BY THE AMERICAN INSTITUTE OF TIMBER CONSTRUCTION.
2. ALL BOND BEAMS (MARK -BB-) REINFORCING SHALL BE CONTINUOUS THROUGH BOND
1& DEDICATED CIRCUITS SHALL HAVE NO MORE THEN 6 DUPLEX RECEPTACLES,
A. STRUCTURAL DESIGN IS IN ACCORDANCE NTH A.C.I. 530-05/ A.SC,E.
7-16/T.M.S. 402-05, BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES AND THE
BEAMS ONLY. ALL SPLICES TO BE A MINIMUM OF 48 BAR DIAMETERS.
8. ALL WOOD IN CONTACT WITH MASONRY OR CONCRETE SHALL BE PRESSURE TREATED.
PROVIDE AN APPROVED MOISTURE VAPOR BARRIER BETWEEN THE CONCRETE OR OTHER
14. IN KITCHENS, DINING ROOMS AND BATHROOMS, RECEPTACLE OUTLETS FOR COUNTER
COMMENTARY ON BUILDING CODE REQUIREMENTS FOR MASONRY STRUCTURES.
3. BOND BEAM SCHEDULE DEPTHS ARE MINIMUM AND MAY BE INCREASED 8° TO FlT BLOCK
CEMENTITOUS MATERIALS AND THE WOOD AS PER CODE.
SPACES SHALL BE GFCI PROTECTED ACCORDING TO NEC 210- 8(D)•
WORK.
B. CONSTRUCTION SHALL BE IN ACCORDANCE WITH A.C.I. 530.1-05/A.S.C.E. 7-16/T.M.S. 602-
9. CARPENTER SHALL BE RESPONSIBLE FOR PROVIDING ADEQUATE BRACING AND BRIDGING USED
15. ALL CLOSET UGHTING SHELL COMPLY WITH NEC SEC. 410.8.
05, SPECIFICATIONS FOR MASONRY STRUCTURES AND THE COMMENTARY ON SPECIFICATIONS
4. REFER TO CONCRETE NOTES FOR INFORMATION ON CONCRETE AND STEEL SPECIFICATIONS.
DURING ERECTION OF TRUSSES TO PREVENT COLLAPSE OR DAMAGE.
FOR MASONRY STRUCTURES.
16. SMOKE DETECTORS SHALL BE CONNECTED TO KITCHEN OR BATH LIGHTING CIRCUITS
CELLS LL HAVE VERTICAL ALIGNMENT
MASONRY TO BE GROUTED AT.
10. HEADERS FOR FRAMED OPENINGS GREATER THAN 6'-0' MUST BE ENGINEERED AND
AHEAD OF SWITCH AND HAVE SELF CONTAINED BATTERY BACK-UP. DETECTORS SHALL BE
TANDEM WIRED SD ALL DETECTORS SOUND SIMULTANEOUSLY.
SUFFICIEN6. TTOMAINTAIN A CLEAR, UNOBSTRUCTED CONCELL
CONCRETE NOTES
STAMPED BY THE TRUSS MANUFACTURER. (UNLESS NOTED OTHERWISE)
7. CL OPENINGS SHALL BE PROVIDED AT THE BOTTOM GROUTED CELLS AT EACH
I. CONCRETE SHALL CONFORM TO ASTM C94-94 AND SHALL HAVE STRENGTH IN 28 DAYS AS
11. ALL HEADERS OVER DOORS AND WINDOWS TO BE (2) OR (3) 2X12'S UNLESS OTHERWISE
17. PRENRE FOR GARAGE DOOR OPENER SENSOR.
4U
OVER
LIFT OVER 4°-p' HIGH. CLEANOUTS SHALL BE SEALED AFTER CLEANING AND INSPECTION, AND
LE AN
SPECIFIED IN THE FOUNDATION AND MASONRY NOTES (UNLESS NOTED OTHERWISE) ALL
NOTED. (FOR WOOD FRAME CONSTRUCTION DEPENDING ON ALL WALL THICKNESS).
I& ARC FAULT -INTERRUPTER PROTECTION PER NEC 210.12 REQUIRED FOR ALL 120-VOLT,
BEFORE GROUTING.
CONCRETE WORK SHALL BE IN ACCORDANCE WITH AD310-11 AND ACT 301-05. ALL
CONCRETE MASONRY WORK SHALL BE IN ACCORDANCE NTH ACI 530-11.
12. DIMENSIONAL LUMBER SHALL BE SOUTHERN PINE. NO. 2 OR BETTER AND SHALL PROVIDE
SINGLE PHASE 15 AND 20 AMP BRANCH CIRCUITS SUPPLYING OUTLETS DWEWNG UNITS.
OUNDATION NOTES
ALLOWABLE STRESS VALUES OF 1200 PSI IN BENDING FOR A SINGLE MEMBER USES 90 PSI
IN HR IZONT L SHEAR SHALLHAVEOF 1600 KSI OR BETTER, AS
19. CARBON MONOXIDE DETECTORS REQUIRED WITHIN 10' OF ANY SLEEPING ROOM.
2. MINIMUM CONCRETE COVER OVER REINFORCING SHALL BE SLABS ON VAPOR BARRIER -
3/4- BEAMS AND COLUMNS - 1 1/2° FORMED CONCRETE BELOW GRADE-2- UNFORMED
DED AN APPAND ROVED R GRAMIODU NG GS�ELASTICITY
R SLAB TO BE 4" THICK POURED CONCRETE SLAB WITH FIBERMESH
CONCRETE BELOW GRADE-3"
13. NON -BEARING INTERIOR PARTITIONS MAY BE CONSTRUCTED OF 2x4 0 24" D.C.
PLUMBING NOTES
6 VISQUEEN (OR EQUAL) ON CLEAN WELL COMPACTED FILL
STUDS, NTH 1/2' GYPSUM DRYWALL EACH SIDE. ATTACH DRYWALL WITH 1' LONG
3. REINFORCING STEEL GRADE 60 (FY=60.000) ASTM A615-94.
BUGLE HEAD DRYWALL SCREWS AT 12" O/C MAX.
1. ALL PLUMBING FIXTURES SHALL BE INSTALLED IN ACCORDANCE NTH SECTION 405, F.B.C.
REINFORCING STEEL TO BE GRADE 60.
4. DETAIL OF CONCRETE REINFORCEMENT SHALL BE IN ACCORDANCE WITH "THE MANUAL OF
14. METAL LATH OVER SHEATHING SHALL BE 3/8- V-GROVE OR DIMPLED. FASTEN TO
2. ALL PLUMBING FIXTURES SHALL MEET THE REQUIREMENTS OF TABLE 604.3, F.B.C.
)2-ALL
MN AND WALL CENTERLINES SHALL COINCIDE WTI FOOTING CENTERUNES UNLESS
STANDARD PRACTICE FOR REINFORCED CONCRETE CONSTRUCTION" AS PUBLISHED BY 7HE
CONCRETE REINFORCING STEEL INSTITUTE UNLESS NOTED OTHERWISE.
SUBSTRATE AT 4" 0/C AS FOLLOWS;
SE NOTED.
CONCRETE: 3/4' LONG STUB NAILS W/ 3/8- HEAD. HORIZONTAL AND VERTICAL WOOD
3. DISPOSITION OF RAIN WATER SHALL COMPI Y WITH RB.C, PLUMBING CODE CHAPTER 11.
NG DESIGN BASED ON ASSUMED SqL BEARING CAPACITY OF 2000 P.S.F.,
5. ADEQUATE VERTICAL AND HORIZONTAL SHORING SHALL BE PROVIDED TO SAFELY SUPPORT
ALL LOADS DURING CONSTRUCTION.
FRAMING MEMBERS W/ NAILS OR STAPLES TO PROVIDE AT LEAST 1-3/4' PENETRATION
INTO HORIZONTAL WOOD FRAMING MEMBERS, AND 3/4' PENETRATION INTO VERTICAL WOOD
4. ALL PLUMBING PENETRATIONS MUST BE A MINIMUM 1G'-O' FROM ROOF JACKS.
PLACED WITHIN 5'-0' OF THE CONSTRUCTION PERIMETER SHALL CONSIST OF CLEAN
6. CONCRETE BEAM SIZES MAY INCREASED (8° MAX.) AS REQUIRED FOR ARCHITECTURAL
FRAMING MEMBERS ON VERTICAL WOOD FRAMING MEMBERS, COMMON NAILS SHALL BE
BENT OVER TO ENGAGE AT LEAST THREE STRANDS OF LATH, OR BE BENT OVER A RIB
5. CONDENSATE DRAINS MUST BE A MINIMUM OF 12" OFF THE BUILDING.
ADEO SAND COMPACTED TO ACHIEVE A
MINIMUM OF 95R MODIFIED PROCTOR ASTM D 1557.
DETAILS OR FlT BLOCK COURSING, DROP BOTTOM OF TIE BEAM AS REWIRED AT WINDOW AND
WHEN RIB LATH IS INSTALLED. SHEATHING: 14 GAUGE STAPLES 1' LEG, 7/16' CROWN METAL
DOOR BEAMS (28° MAX.) AND ADD 2-/5 BARS BOTTOM IF DROP EXCEEDS 8'.
MTL FRAMING SELF TAPING SCREWS /12 x 1/2' WASHER HEAD STAPLES SHALL NOT BE
6. INSTALL CHASE PIPE FOR HVAC.
6. ALL MONOUTHIC FOOTINGS HAVE BEEN CHECKED TO PREVENT THE USE OF TRANSFER
USED FOR SOFFITS OR CEILINGS
ENFORCEMENT AT PERIMETER. RATIONAL ANALYSIS SHALL BE SUBMITTED, BUT ONLY IF
COLUMN AND WALL REINFORCING TO FOOTING WITH SAME SIZE AND NUMBER OF
7. DOWELSDOWELS
WESTER BY THE BUILDING OFFICIAL
A
DOWELS AS VERTICAL BARS ABOVE
15. PNEUMATIC FASTENERS SYSTEM TO BE HILTI-COIL NAIL PROGRAM. TYPE TO BE CRF 112G
MECHANICAL NOTES
1-1/2° LONG AND .120' DIAMETER U.N.O.
_..
7. ONCRETE FOR FOUNDATIONS AND FOOTINGS SHALL BE 2500 PSI MIN.
B. REINFORCING STEEL SHALL BE LAPPED 48 BAR DIA. MIN. WHERE SPLICED AND SHALL BE
WIRED TOGETHER. PROVIDE CORNER BARS SAME SIZE AND NUMBER AS HORIZ. BEAM
16. TRUSS MANUFACTURER SHALL DESIGN TRUSSES TO COMPLY NTH ALL SUPERIMPOSED
1, ALL HEATING, AIR CONDITIONING, REFRIGERATION AND VENTILATION EQUIPMENT SHALL
8. AMAGE PROBABILITIES FROM TERMITE INFESTATION IS VERY HEAVY PER TABLE R301.2(1).
REINFORCING AT EACH FACE LAP 48 BAR DIA. MIN.
WIND LOADS PER F.B.C. 2020 7TH EDITION & ASCE 7-16.
CONFORM TO THE REQUIREMENTS SET FORTH IN THE 'FLORIDA BUILDING CODE MECHANICAL"
AND CHAPTER 28 OF THE FLORIDA BUILDING CODE.
9. PLACING DRAWINGS ON BAR LISTS SHALL CONFORM TO ACI'S 'MANUAL OF STANDARD
PRACTICE FOR DETAILING REINFORCED CONCRETE CONSTRUCTION AS PUBLISHED BY THE
CONCRETE REINFORCING
STEEL NOTES
STEEL INSTITUTE UNLESS NOTED OTHERWSE.
GARAGE NOTES
\ I
10. DAMAGE PROBABILITIES FROM WEATHERING IS NEGLIGIBLE PER FBC TABLE R301.2(1).
1. STRUCTURAL STEEL SHALL CONFORM TO THE AISC "SPECIFICATION FOR THE DESIGN
1. OPENINGS BETWEEN THE GARAGE AND RESIDENCE SHALL BE EQUIPPED WTH SOLID WOOD
PROPOSED SINGLE FAMILY RESIDENCE BY:
ail
LOT 02
MEADOWOOD
COPYRIGHT 2021
FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS' 2005 EDITION. MATERIALS DOORS NOT LESS THAN J' (35 MM) THICK, SOLID OR HONEYCOMB CORE STEEL DOORS NOT
SHALL CONFORM TO THE APPLICABLE ASTM SPECIFICATION AS FOLLOWS SHAPES, PLATES A-31 LESS THAN Jr (35 MM) THICK, OR 20-MINUTE FIRE -RATED DOORS
BOLTS - A 307-00 TUBULAR - A500-01D GRADE B (42 KSI)
2, DUCTS IN GARAGE AND DUCTS PENETRATING THE WALLS OR CEILINGS SEPARATING THE
2. WELDED CONSTRUCTION SHALL CONFORM TO THE AMERICAN WELDING SOCIETY "STRUCTURAL DWEWNG FROM THE GARAGE SHALL BE CONSTRUCTED OF A MINIMUM NO. 26 GAGE (0.48 MM)
WELDING CODE'. ELECTRODES FOR FIELD AND SHOP WELDS SHALL BE A.W.S. A&I E70XX. SHEET STEEL OR OTHER APPROVED MATERIAL AND SHALL HAVE NO OPENINGS INTO THE
GARAGE.
3. THE GARAGE SHALL BE SEPARATED FROM THE RESIDENCE AND ITS ATTIC AREA BY NOT
LOAD SCHEDULE 7
LESS THAN J° (12.7 MM) GYPSUM BOARD APPLIED TO THE GARAGE SIDE.
LOCATION LL'& 1) M 2ART'N TOTAL
GROUND FLOOR 40 50 10
100
SECOND FLOOR 40 15 10
65
ROOF 30 18 0
48
ATTIC 20 10 0
30
WIND
ULTIMATE WIND SPEED = 160 m.p.h.
BUILDING RISK CATEGORY = II
BUILDING DESIGN AS ENCLOSED
EXPOSURE = C
ROOF DEAD LOAD FOR WIND
DESIGN TAKEN AT 10 p.s.f.
NQTEL THIS STRUCTURE IS DESIGNED IN ACCORDANCE
WITH CHAPTER 16 OF THE FLORIDA BUILDING CODE
AND ASCE 7-16. DESIGN PRESSURES FOR EXTERIOR
DOORS AND WINDOWS ARE NOTED ON THE ELEVATIONS.
WINDOW AND DOOR MANUFACTURERS SHALL MULTIPLY
THE GIVEN DESIGN PRESSURES BY THE APPROPRIATE
FACTORS TO OBTAIN TEST PRESSURES.
THERMA TRU EXTERIOR DOORS
2x P.T.
ILL -
WOOD BUCK
SHOWN TYP
if
M.O. 35 1/4' W M.O. 37 1/4' W M.O. 41 1/4- W M.O. 55 1/2' W M.O. 78 1/2' W
X 98 1/2' H X 98 1/2° H X 98 1/2' H X 98 1/2" H X 98 1/2" H
EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB EDGE OF SLAB
1NN,N,'j
EDGE OF SLAB
2680 EXT DR 2880 EXT DR 3080 EXT DR 3080 EXT DR W/ 12" SIDELITE PR 3080 DR
(OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING) (OUT SWING)
DOOR INSTALLATION NOTE: DOOR BUCKS USED MAY BE 26, 5/4" BOARD OR 14.
CONCRETE SCREWS USED TO SECURE THE DOOR FRAMES TO THE OPENINGS MAY BE ANGLED SUGHTLY WITHOUT APPRECIABLE LOSS IN RESISTANCE.
ALL FASTENERS SHALL BE OF THE SIZE, LENGTH AND SPACING AS REQUIRED IN THE PRODUCT APPROVAL INSTALLATION PROCEDURES
SYMBOLS LEGEND
(CL DETAIL
SCALE
DETAIL
Dwc SCALE
SECTION
DWG. SCALE
SECTION
DwO. SCALE
INTERIOR ELEV.
SCALE
9�
BEAM LABEL
®
REVISION
NORTH ARROW
BREAK UNE
u r r
r
GRAPHIC SCALE
SCALE. 1�~- V-C,
DRAWING INDEX
C-1
COVER SHEET
A-1
FOUNDATION PLAN
A-2
FLOOR PLAN
A-3
ELEVATIONS
A-4
SECTIONS
A-5
STRUCTURAL PUN
A-6
TRUSS PLAN
E-1
ELECTRICAL PLAN
M-1
MECHANICAL PLAN
1
4 Dwc. 2 INTERIOR
ELEVATION
3
�# COLUMN LABEL
F# FOOTING LABEL
1111:_1BE
�0'-(1` FlN. FL SLAB
D
hrAR 0 7022
:..r...._�LUae CounL,.:_ I?rmi,tinp
POT SHELF HEIGHT
AS NOTED
DROPPED SOFFIT
HEIGHT AS NOTED
ARCHED OPENING SEE
PLAN OR ELEV.
MASONRY CONSTRUCTION
TYPICAL
GROUT FILLED CELL SEE
FOUNDATION PLAN
NON -BEARING FRAME
CONSTRUCTION
BEARING FRAME
CONSTRUCTION
BEAM HEIGHT CHANGE
FLOOR EIEVARON
ISSUED FOR START
07-28.21
ISSUED FOR PRECON
09-15-21
ISSUED FOR PERMIT
10-04-21
1
BUYER REVISION
31-09-21
2
PGT REVISION
01-03-22
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MW = 02