HomeMy WebLinkAboutREVISIONSOFFICE USE ONLY: % (i
DATE FILED: b t � 3 PERMIT # o�$
REVISION FEE: D 0 RECEIPT #
tr
LOCATION/SITE
ADDRESS:
170
PLANNING & DEVELOPMENT SERVI S,
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772)462-1553
APPLICATION FOR BUILDING PERMIT REVISIO S
PROJECT INFORMATION
AJ 37 z5` F-O e f,F--�, _3c/%y7
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS•
41s 4P
3.
4.
5.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: _
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
OWNER/BUILDER INFORrrMATIZ641
NAME: bend-'1
ADDRESS: 3.0 7 34
CITY: < a
PHONE: ) % 4(0— ? J _
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9/23/09
Revised 04/26/2010
ST. LUCIE COUNTY CERT. #:
STATE:
'FAX:
STATE:
STATE:
FAX:
FAX:
ZIP:
ZIP:
ZIP:
f
N(vv + 4 1,101- o JAI
FORM 405-10 RECEIVED MAY4, 310q
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: NOBLE RESIDENCE
Builder Name:
Sheet
City, State, Zip: FT. PIERCE, FL,
Permit Officer
Permit Number:
Gamer.
Jurisdiction: t"
k
D sign Location: FL, Fort Pierce
?'
1. New construction or existing
New (From Plans)
9. Wall Types (2752.0 sqft.)
Insulation Area
a. Concrete Block - Ext lnsul, Exterior
R=5.0 2752.00 ft'
2.:23ingle family or multiple family
Single-family
b. NIA
R= ft2
3. Number of units, if multiple family
1
c. NIA
R= ft2
4. Number of Bedrooms
4
d. N/A
10. Ceiling Types (2618.0 sqft.)
R= ft2
Insulation Area
5. Is this a worst case?
No
a. Under Attic (Vented)
R=19.0 2618.00 ftz
6. Conditioned floor area above grade (ftz
2618
b. NIA
R= ftz
ft2
c. N/A
R=
Conditioned floor area below grade (ft)
0
11 Ducts
R ft2
7. iA indows(356.7 sqft.) Description
Area
a. Sup: Attic, Ret: Attic, AH: Attic
6 205
6 85
a. U-Factor: Sgl, U=0.65
356.67 ftz
b. Sup: Attic, Ret: Attic, AH: Attic
SHGC: SHGC=0.30
12. Goofing systems
kBtu/hr Efficiency
h. U-Factor: WA
a. Central Unit
46.0 SEER:15.00
SHGC:
b. Central Unit
17.0 SEER:15.00
c. U-Factor: N/A
ft2
SHGC:
13. Heating systems
kBtu/hr Efficiency
d. U-Factor: N/A
ft2
a. Electric Heat Pump
46.0 HSPF:7.70
SHGC:
b. Electric Heat Pump
17.0 HSPF:7.70
Area Weighted Average Overhang Depth:
5.095 ft.
Area Weighted Average SHGC:
0.300
14. Hot water systems
a. Electric
Cap: 40 gallons
8. Floor Types (2618.0 sqft-)
Insulation Area
EF: 0.920
a. Slab -On -Grade Edge Insulation
R=0.0 2618.00 ft2
b. Conservation features
13. WA
R= ft2
None
.;. N/A
R= ft2
15. Credits
Total Proposed Modified Loads: 41.44
PASS
Glass/Floor Area: 0.136
Total Standard Reference Loads: 52.68
I hereby certify that the plans and specifications covered by
Review of the plans and
OFTKE SrAT�,
this calculation are in compliance with
the Florida Energy
specifications covered by this
Cade.
calculation. indicates compliance
with the Florida Energy Code.
, tt t'�. -:: i:: `' �« O
evisv
is
-- a
PF2EPAREC2 BY:
Before construction completed"-
94
DATE: "7
this building will be inspected for
compliance with Section 553.908
0 �•„ a
....
I hereby certify that this building, as designed,
is in compliance
Florida Statutes.
ryC'''
fJp
with the Florida Energy Code.
OWNER/AGENT:
BUILDING OFFICIAL:
DATE:
DATE:
� °r d _ u a,• f -
5110/201310:12 AM ion 405.4.1 Compliant Software Page 1 of 6
E
PROJECT
_ Title:
NOBLE RESIDENCE
Bedrooms: 4
Address Type:
Street Address
Building Type:
User
Conditioned Area: 2618
Lot # .
Owner:
Total Stories: 1
Block/SubDivision:
# of Units:
1
Worst Case: No
PlatBook:
Builder Name:
Rotate Angle: 0
Street:
Permit Office:
Cross Ventilation: Yes
County:
ST. LUCIE COUNTY
'Jurisdiction:
Whole House Fan: No
City, State, Zip:
FT. PIERCE,
Family Type:
Single-family
FL,
New/E)asting:
New (From Plans)
Comment:
CLIMATE
/
IECC Design Temp
Int Design Temp Heating
Design Daily Temp
Design Location
TMY Site Zone 97.5 % 2.5 %
Winter
Summer Degree Days Moisture
Range
FL, Fort Pierce FL_ST_LUCIE_CO_INTL 2 39 90
70
75 722
62
Low
BLOCKS
Number
Name
Area Volume
1
Block1
2014 16112
2
Block2
604 4832
SPACES
Number
Name
Area Volume Kitchen Occupants
Bedrooms
InfilID Finished Cooled
Heated
1
Main
2014 16112 Yes 2
3
1 Yes
Yes
Yes
2
MASTER BEDROO
604 4832 No 2
1
1 Yes
Yes
Yes
FLOORS
#
Floor Type
Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood
Carpet
1 Slab -On -Grade Edge Insulatio
Main 225 ft 0
2014 ft'
----
0 0
1
2 Slab -On -Grade Edge Insulatio
MASTER BEDRO 95 ft 0
604 ft2
_-__
0 0
1
ROOF
Roof Gable Roof
Solar
SA Emitt
Emitt Deck
Pitch
#
Type Materials Area Area Color
Absor.
Tested
Tested Insul.
(deg)
1
Hip Composition shingles 2836 ft2 0 ft2 Medium
0.96
No 0.9
No 0
22.6
ATTIC
V #
Type
Ventilation Vent Ratio (1 in)
Area
RBS IRCC
1
Full attic
Vented 300 2618 ft2
N N
5/10/2013 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 2 of 6
CEILING
#
Ceiling Type Space
R-Value
Area
Framing Frac
Truss Type
1
Under Attic (Vented) Main
19
2014 ftz
0.11
Wood
2
Under Attic (Vented) MASTER BEDRO 19
604 ft'
0.11
Wood
WALLS
Adjacent
Cavity Width
Height
Sheathing Framing Solar
Below
:1
Omt
Tn
Space
Wall Type
1
N
Exterior
Concrete Block - Ext Insul Main
5 50
8
400.0 ft2
0
0 0.75
0
2
E
Exterior
Concrete Block - Ext Insul Main
5 57
8
456.0 ft'
0
0 0.75
0
3
S
Exterior
Concrete Block - Ext Insul Main
5 50
8
400.0 ft'
0
0 0.75
0
4
W
Exterior
Concrete Block - Ext Insul Main
5 57
8
456.0 ft2
0
0 0.75
0
_ 5
N
Exterior
Concrete Block - Ext InsMASTER BE
5 14
8
112.0 ft2
0
0 0.75
0
6
E
Exterior
Concrete Block - Ext InsMASTER BE
5 51
8
408.0 ft'
0
0 0.75
0 `$
7
S
Exterior
Concrete Block - Ext InsWASTER BE
5 14
8
112.0 ftz
0
0 0.75
0
8
W
Exterior
Concrete Block - Ext InsMASTER BE
5 51
8
408.0 ft2
0
0 0.75
0
DOORS
#
Omt
Door Type Space
Storms U-Value
Width
Height
Area
Ft
In
Ft In
1
S
Insulated Main
None
0.460000 6
6 8
40 ft'
WINDOWS
Orientation shown is the entered, Proposed orientation.
Wall
Overhang
V
#
Omt ID
Frame Panes NFRC U-Factor SHGC
Area
Depth
Separation
Int Shade
Screening
1
N 1
Metal Single (Tinted) Yes
0.65 0.3
90.0 ft2
10 ft 0 in
6 ft 0 in
Drapes/blinds
None
2
N 1
Metal Single (Tinted) Yes
0.65 0.3
9.0 ftz
10 ft 0 in
6 ft 0 in
Drapes/blinds
None
3
E 2
Metal Single (Tinted) Yes
0.65 0.3
9.0 ft'
10 ft 0 in,
6 ft 0 in
Drapes/blinds
None
4
E 2
Metal Single (Tinted) Yes
0.65 0.3
30.0 ft'
10 ft 0 in
6 ft 0 in
Drapes/blinds
None
5
S 3
Metal Single (Tinted) Yes
0.65 0.3
20.0 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
6
W 4
Metal Single (Tinted) Yes
0.65 0.3
53.3 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
7
W 4
Metal Single (Tinted) Yes
0.65 0.3
15.0 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
8
N 5
Metal Single (Tinted) Yes
0.65 0.3
53.3 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
9
S 7
Metal Single (Tinted) Yes
0.65 0.3
30.0 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
10
W 8
Metal Single (Tinted) Yes
0.65 0.3
30.0 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
11
W 8
Metal Single (Tinted) Yes
0.65 0.3
9.0 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
12
W 8
Metal Single (Tinted) Yes
0.65 0.3
8.0 ft2
2 ft 0 in
6 ft 0 in
Drapes/blinds
None
GARAGE
#
Floor Area Ceiling Area Exposed Wall Perimeter
Avg. Wall Height
Exposed Wall Insulation
1
441 ftz 441 ft2
42 ft
8 ft
11
5/101201310:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 3 of 6
INFILTRATION
-# Scope Method
SLA
CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Best Guess
0.000500
3433.52 188.496 354.494 0.36500 9.83630
HEATING SYSTEM
# System Type
Subtype
Efficiency Capacity
Block
Ducts
pnvali Electric Heat Pump
(hvaliElectric Heat Pump
None
None
HSPF: 7.7 46 kBtu/hr
HSPF: 7.7 17 kBtu/hr
1
2
sys#1
sys#2
COOLING SYSTEM
# System Type
Subtype
Efficiency Capacity Air Flow SHR
Block
Ducts
pnvali Central Unit
@nvaliCentral Unit
None
None
SEER: 15 46 kBtu/hr 1380 cfm 0.75
SEER: 15 17 kBtu/hr 510 cfm 0.75
1
2
sys#1
sys#2
HOT WATER SYSTEM
# System Type SubType
Location
EF Cap Use SetPnt Conservation
1 Electric None
Garage
0.92 40 gal 70 gal 120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Cert # Company Name
Collector Storage
System Model # Collector Model # Area Volume
FEF
None None
ft2
DUCTS
/ — Supply —
v # Location R-Value Area
— Return— Air CFM25
Location Area Leakage Type Handler CO2125 OUT QN
RLF
HVAC #
Heat Cool
onvali Attic 6 205 ft2
(nvali Attic 6 85 ft2
Attic
Attic
20 ft2 Default Leakage Attic (invalid) cf (Default)
20 ft2 Default Leakage Atfic (invalid) cf (Default)
1 1
2 2
TEMPERATURES
Programable Thermostat: Y
CoolingJan [ ] Feb Mar
HeatinJan [ Feb X Mar
Ventin Jan [ ] Feb X Mar
Ceiling Fans:
[ ] Apr [ ] May rj Jun jXj JUI rX Au [X] Se r Oct
[ ] Apr [ ] May L ] Jun Jul l AuL ] Sep [ ] Oct
[X] A r [ ] Ma [ ] Jun Jul [[ jjj Aug [ j Se [[[XXX]]] Oct
Nov
X Nov
X Nov
Dec
Dec
Dec
5/10/2013 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 4 of 6
Thermostat Schedule:
Schedule Type
HERS 2006
Reference
1
2
3
4
5
Hours
6
7
8
9
10
11
12
-Cooling (WD)
AM
78
78
78
78
78
78
78
78
80
80
80
80
PM
80
80
78
78
78
78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78
78
78
78
78
78
78
78
PM
78
78
78
78
78
78
78
78
78
78
78
78
�ieating (WD)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66
68
68
68
68
68
68
68
PM
68
68
68
68
68
68
68
68
68
68
66
66
I
v
5/10/2013 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 5 of 6
FORM 405-10
Florida Code Compliance Checklist
Florida Department of Business and Professional Regulations
Residential Whole Building Performance Method
I ADDRESS: PERMIT #:
FT. PIERCE, FL,
MANDATORY REQUIREMENTS SUMMARY - See individual code sections for full deili,
COMPONENT
SECTION
SUMMARY OF REQUIREMENT(S)
CHECK
Air leakage
402.4
To be caulked, gasketed, weatherstripped or otherwise sealed.
Recessed lighting IC -rated as meeting ASTM E 283. Windows and
doors = 0.30 cfm/sq.ft. Testing or visual inspection required.
Fireplaces: gasketed doors & outdoor combustion air. Must complete
envelope leakage report or visually verify Table 402.4.2.
Thermostat &
403.1
At least one thermostat shall be provided for each separate.heating
controls
and cooling system. Where forced -air furnace is primary system,
programmable thermostat is required. Heat pumps with supplemental
electric heat must prevent supplemental heat when compressor can
meet the load.
Ducts
403.2.2
All ducts, air handlers, filter boxes and building cavities which form the
primary air containment passageways for air distribution systems shall
be considered ducts or plenum chambers, shall be constructed and
sealed in accordance with Section 503.2.7.2 of this code.
403.3.3
Building framing cavities shall not be used as supply ducts.
Water heaters
403.4
Heat trap required for vertical pipe risers. Comply with efficiencies
in Table 403.4.3.2. Provide switch or clearly marked circuit breaker
(electric) or shutoff (gas). Circulating system pipes insulated to =
R-2 + accessible manual OFF switch.
Mechanical
403.5
Homes designed to operate at positive pressure or with mechanical
ventilation
ventilation systems shall not exceed the minimum ASHRAE 62 level.
No make-up air from attics, crawlspaces, garages or outdoors adjacent
to pools or spas.
Swimming Pools
403.9
Pool pumps and pool pump motors with a total horsepower (HP) of = 1
& Spas
HP shall have the capability of operating at two or more speeds. Spas
and heated pools must have vapor -retardant covers or a liquid cover or
other means proven to reduce heat loss except if 70% of heat from
site -recovered energy. Off/timer switch required. Gas heaters minimum
thermal efficiency=78% (82% after 4/16/13). Heat pump pool heaters
minimum COP= 4.0.
Cooling/heating
403.6
Sizing calculation performed & attached. Minimum efficiencies per
Tables 503.2.3. Equipment efficiency verification required. Special
equipment
occasion cooling or heating capacity requires separate system or
variable capacity system. Electric heat >10kW must be divided into two
or more stages.
r
Ceilings/knee walls
405.2.1
R-19 space permitting.
5/10/2013 10:12 AM EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software Page 6 of 6
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 79
The lower the EnergyPerformance Index, the more efficient the home.
FT. PIERCE, FL,
1. New construction or existing New (From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family b.
Concrete Block - Ext Insul, Exterior R=5.0 2752.00 ft2
b. NIA R= ft2
3. lumber of units, if multiple family 1 c. NIA R= ft2
4. lumber of Bedrooms 4 d. NIA R= ft2
10. Ceiling Types Insulation Area
5. s this a worst case? No a. Under Attic (Vented) R=19.0 2618.00 ft2
6. :,onditioned floor area (ft2) 2618 b. NIA R= ft
c. NIA R= ft2
7. 'Mindows** Description Area 11. Ducts R ft2
a. U-Factor: Sgl, U=0.65 356.67 ft2 a. Sup: Attic, Ret: Attic, AH: Attic 6 205
SHGC: SHGC=0.30 b. Sup: Attic, Ret: Attic, AH: Attic 6 85
b. U-Factor. NIA ft2
SHGC: 12. Cooling systems kBtu/hr Efficiency
U-Factor: N/A ft2 a. Central Unit 46.0 SEER:15.00
SHGC: b. Central Unit 17.0 SEER:15.00
1. U-Factor: N/A ft2 13. Heating systems kBtulhr Efficiency
SHGC: a. Electric Heat Pump 46.0 HSPF:7.70
J4rea Weighted Average Overhang Depth: 5.095 ft. b. Electric Heat Pump 17.0 HSPF:7.70
Area Weighted Average SHGC: 0.300
8. Floor Types Insulation Area 14. Hot water systems Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 2618.00 ft2 a. Electric EF: 0.92
b. N/A R= b. Conservation features rc �
c. NIA R= None �
15. Credits
1 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 complipnt feature§, 4
.,uilder Signature:
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 EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or see the EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's
support staff.
"*Label required by Section 303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
le
EnergyGauge® USA - FlaRes2010 Section 405.4.1 Compliant Software
Project Job_:
-�- wrightsoft Pt S
AHU 1
QUICK CALCS, INC. {y
317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466.6796 Email: QUICKCALCS@PAL.COM
For. NOBLE RESIDENCE
Weather. Fort Pierce, FL, US
Winter Design Conditions
Outside db
42
OF
Inside db
70
OF
Design TD
28
OF
Heating Summary
Structure
18478
Btuh
Ducts
0
Btuh
Central vent (0 cfm)
0
Btuh
Humidification
0
Btuh
Piping
0
Btuh
Equipment load
18478
Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (W)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
Heating Cooling
2025 2025
16196 16196
0.26 0.13
70 35
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DISTI.
Model GSZ140481A*
AHRI ref no.4514279
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow factor
Static pressure
Space thermostat
8.8 HSPF
47000
Btuh @ 470F
27
OF
1567
cfm
0.085
cfm/Btuh
0
in H2O
Summer Design Conditions
Outside db
90 OF
Inside db
75 OF
Design TD
15 OF
Daily range
Relative humidity
L
50 %
Moisture difference
61 gr/lb
Sensible Cooling Equipment Load Sizing
Structure
30764
Btuh
Ducts
0
Btuh
Central vent (0 cfm)
0
Btuh
Blower
0
Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Equipment sensible load
29225
Btuh
Latent Cooling Equipment Load Sizing
Structure
2869
Btuh
Ducts
0
Btuh
Central vent (0 cfm)
0
Btuh
Equipment latent load
2869
Btuh
Equipment total load
32094
Btuh
Req. total capacity at 0.70 SHR
3.5
ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DISTI...
Cond GSZ140481A*
Coil AVPTC426014A*
AHRI ref no. 4514279
Efficiency 13.0 EER,
15 SEER
Sensible cooling
32900
Btuh
Latent cooling
14100
Btuh
Total cooling
47000
Btuh
Actual air flow
1567
cfm
Air flow factor
0.051
cfm/Btuh
Static pressure
0
in H2O
Load sensible heat ratio
0.91
v Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
wrightSOft' RightSufte® Universal 2012 12.0.07 RSuPage o8101 2013-May 10 09:age 1
1
ACCA C:\Users\Quidc Calos\Documents\Wrightsoft WAC\NOBLE RES..rup Cale = MJ8 Front Moor faces: N
-�- wrightsoft" Project Summary
AHU 2
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 77246"796 Email: QUICKCALCS@AOL.COM
Weather. Fort Pierce, FL, US
Winter Design Conditions
Outside db
Inside db
Design TD
Job:
Date: 4q
Y.
Summer Design Conditions
42 OF Outside db
70 OF Inside db
28 OF Design TD
Daily range
Relative humidity
Moisture difference
Heating Summary
Structure 9265
Ducts 0
Central vent (0 cfm) 0
Humidification 0
Piping 0
Equipment load 9265
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
90 OF
75 OF
15 OF
L
50 %
61 gr/lb
Sensible Cooling Equipment Load Sizing
Btuh
Structure
11424
Btuh
Btuh
Ducts
0
Btuh
Btuh
Central vent (0 cfm)
0
Btuh
Btuh
Blower
0
Btuh
Btuh
Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Equipment sensible load
10853
Btuh
Simplified
Average
0
Heating Cooling
604 604
4828 4828
0.52 0.26
42 21
Heating Equipment Summary
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DISTI.
Model SSZ140181A*
AHRI ref no.4431292
Efficiency
Heating input
Heating output
Temperature rise
Actual air flow
Air flow. factor
Static pressure
M Space thermostat
8.5 HSPF
18000
Btuh @ 47°F
26
OF
633
cfm
0.068
cfm/Btuh
0
in H2O
Latent Cooling Equipment Load Sizing
Structure
873
Btuh
Ducts
0
Btuh
Central vent (0 cfm)
0
Btuh
Equipment latent load
873
Btuh
Equipment total load
11726
Btuh
Req. total capacity at 0.70 SHR
1.3
ton
Cooling Equipment Summary
Make Goodman Mfg.
Trade GOODMAN, JANITROL, AMANA DISTI...
Cond SSZ140181A"
Coil AVPTC183014A'
AHRI ref no. 4431292
Efficiency 13.0 EER,
15 SEER
Sensible cooling
13300
Btuh
Latent cooling
5700
Btuh
Total cooling
19000
Btuh
Actual airflow
633
cfm
Air flow factor
0.055
cfm/Btuh
Static pressure
0
in H2O
Load sensible heat ratio
0.93
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
�- p�,�_ WI'1 11tS0 2013-May-1009:12:34
.t ' (" g RightSuite® Universal 2012 12.0.07 RSU08101 Page 2
mil\ C:\Users\Quick Calcs\Documents\Wrightsoft HVAC\NOBLE RES..rup Calc = MJ8 Front Door faces: N
` -�- wrightsoft, Right-M Worksheet Job:
AHU 1 Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772 166-6796 Email: QUICKCgLCS@AOL.COM
V
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
wri htsoft' 2013-May-10 09:12:34
9 RightSuite® Universal 2012 12.0.07 RSU08101 Page 1
A%A C:\Users\Quidc Calcs\Documents\Wrightsoft HVAC\NOBLE RES..rup Calc = MJ8 Front Door faces: N
- wrightsoft® Right-JO Worksheet Job:
AX 9 Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM
1
Room name
LIVING
BATH 2
2
Exposed wall
9.0 ft
0 ft
3
Room height
8.0 ft heat/cool
8.0 ft heat/cool
4
5
Room dimensions
Room area
1.0 x 479.0 ft
479.0 ft2
10.0 x 6.0 ft
50.0 ft2
Ty
Construction
number
U-value
(Btuh/ft2-°F)
Or
HTM
(Btuh/ft2)
Area (ft2)
or perimeter (ft)
Load
(Btuh)
Area (ft2)
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
13A-0ocs
6.125,.,n,.
3,60
222
0
"' 0'
' 0
6
6
0,'
0
'0
IA-clom
1.270
..n•
35.56
34.77
.0.,
0
0
" -6
0
0
0
. 0
11
1/✓
t-G
13A-5ocs
IA-clom
13A-5ocs
1Aclom.
11 D0
0.125
1.270
0.125
1.270
0.390
ne
ne
e"
a
e'
0.00
0.00
3.56
35.56
10.92
0.00
0.00
2.22
.-91.12
11.31
0
0
0°
0
0
0
0
0
0
0
0
0
10
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
-G
r. D
WI -
L-G
13A5ocs
1A-c1om
13A5ocs `.:
1Aec1 om
1A1omd -
1 D c2om
0.125
1.270
6.125
1.270
: 9.270
0.870
se
se
s `
s'
s
s.
0.00
0.00
- • 3:50
35.56
35:56
0;�
0.00
0.00
,2:22
34.77'
34.77
0.00
0
0
0
01
0;_
0;
0
0
; 0
0
0
0
0
0
0
0,
0`
0
0
0
p
, p
Q
0.,
0
0
6,
p.
0
• 0
0
0
p
p
0
p-
0
0
p
.. p
0
0
0
0
.: 0
0
0
0
1Dc2om'..
13A5ocs
0.870
0.125
.•
s
sw
_ 0.01)
3.50
.. _ 0.00
2.22
" 0
0
'" 0
0
, 0
0
0
6
0
0
' :: 0
0
'- ., 0
0
, . °0
0
V�J
1Ac1om
13A-5ocs
IA-clom
1 D-c2om
1.270
'-`_0 ' 125
1.270
' 0.870
sw
w .
w
- w.
35.56
; 3.50
35:56
24:36
70.95
2.22
91•:12
77.43
0
72
30
10
0_
. '. 42
0
0
0
147'
1067
0
0
93
2734
0
0
. 0'
. ` 0
0,
0
0
- 0
0
0
0
; 0
0
0
' 0
0
0
I-G
�G
W ,
L-G
,
13A-5ocs
1Aclomd
12C.-0sw .:.
0.125
1.270
0.091
nw
nw
. -
0.00
0.00
2.55
0.00
0.00
:- _T28
'
0
0
, :, ` .'0
0
0
0
0
0
0
0
0
0
0
0
`` 0
0
0
.. 0
0
0
. -p
0
0
0.
P .
C
1613-19ad
0.049
-
1.37
2.57
479
479
657
1232
50
50
69
129
F ,.
21A-20c c.
0.627
-
0.76
.. 0.00..-,
.
` 479
479
362
.. 0
50
.:. 50
., ': ` ` '38
: , 0
6
c)AED excursion
872
-0
Envelope loss/gain
2233
4931
106
123
12
a) Infiltration
130
35
0
0
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
2
460
0
0
Appliances/other
2400
0
Subtotal (lines 6 to 13)
2363
7826
106
123
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
121
82
75
51
14
Subtotal
2484
7908
182
174
15
Duct loads
-0%
0%
0
0
-0%
0%
0
0
Total room load
2484
7908
1
182
174
Air required (cfm)
211
403
15
9
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2013-May-10 09:12:34
wrightsoft RightSuite® Universal 2012 12.0.07 RSU08101 Page 2
ACC " C:\Users\Quidc Calcs\Documents\wrightsoft HVAC\NOBLE RES..rup Calc = MJ8 Front Door faces: N
-- wrightsoft® Right ; ® Worksheet
QUICK CALCS, INC.
317ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICK04LCS@PAL.COM
Job:
Date:
By:
1
Room name
BEDROOM 2
HALL
2
Exposed wall
21.0 ft
0 ft
3
Room height
8.0 ft heat/cool
8.0 ft heaUcool
4
Room dimensions
13.0 x 12.0 ft
3.0 x 13.0 ft
5
Room area
156.0 ftz
39.0 ft'
Ty
Construction
U-value
Or
HTM
Area (ft)
Load
Area (ftz)
Load
number
(Btuh/ft2-"F)
(Btuh/ftz)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
I
VVi
�om
n
3:50
2.22
' •. 0
. ,.. .O
. 0
°'
0
'0
0
. b
0
-,
1A 1.
16.270
n
35.56
3477
. 0
0
G
-0
0
.. ': 0
0
0'
yJ
13A-5ocs
0.125
ne
0.00
0.00
0
0
0
0
0
0
0
0
' C
1Aclom.
1.270
ne_
0.00
0.00
0
0
0
0
0
0
0,
0
11
13A-5ocs
0.125
a
_
3.50
2:22
' , ` 104
84
294
187
0
0
0
0'.
-- G
'1A c1om:
1.270
a
35.56
91.12
20
0
. • 711
1,822,
D
0
0
0
L-D
11 D0
0.390
e.
10.92
: 11.31
0-,
0
0
'.` 0
!0
0
0
• 0
WI
13A-0ocs
0.125
se
0.00
0.00
0
0
0
0
0
0
0
0
-
L-G
1Ac1om
se
0.00
0.00
0
0
0
0
0
_ 0
0
0
13A-5ocs
„ _1.270
0A25
s
3.50
2.22
,
64
_ _ _
64
224
„_
, 142
0
.: 0
0
" '0
1Ac1om
1.270'
s,
35.56
34.77
0
0.
' 0
., 0
0,
0-
0
0'
1A-clomd ;
1.270
• s
35:56
34.77
, 0
0
0
0.
0
0
.. 0
.0
1Dc2om
0.870
s
0.00'
0.00
, 0.
,, 0
0
0
0
0
1 D-c2om .- ...
0.870
." s
... 0.00
... _ 0.00
0
_. :.:.:. 0
0
. 0
: 0:
0
' 0
0.
13A5ocs
0.125
sw
3.50
2.22
0
0
0
0
0
0
0
0
IW
1A-c1om_
1.270
sw
70;95
0
0
0
0
0
0
0
0
_�--G
V✓
��--G
_
13A-5ocs
, _
0.125
_
w
_ ,35.56
3.50
2.22
'. 0
-
0
0
'0
0
0
0
0
1A-cl om
1.270
w
35.56
91.12
0,°-
0
0
0
0
0
0
0
1 D-c2om
.0.870
W
24.36
77.43
0.
0
0
_O
0,
0
0
0
W
13A-5ocs
0.125
nw
0.00
0.00
0
0
0
0
0
0
0
0
1Aclomd
1.270
nw
0.00
0.00
0
0
0
0
0
0
0
0
P
12C-osw • .
0.091
-
2.59
1.28
' 96
,, ` 96
245
° 123
' : 80
, _- .80
- .. 204
, ., 103
C_
..
166-19ad
0.049,
1.37
2.57
156
156
214
401
39
39
54
100
F ,
„
21A-20c :. ..
0.027
_-
- .
.0.76
0.00
. -:156
156
_ '118,
0
'_ 39.
- 39
` :,, 29
0
6
c) AED e)cursion
85
-0
Envelope loss/gain
1806
2761
287
194
12
a) Infiltration
304
81
0
0
b) Room ventilation
0
0
0
0
13
Intemal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
2109
2842
287
194
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
45
31
287
-194
14
Subtotal
2155
2873
0
0
15
Duct loads
-0%
O%
0
0
-0%
0%
0
0
Total room load
2155
2873
0
0
Air required (cfm)
1
183
1461
1
0
0
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
wri htSOft" 2013-May-10 09:12:34
9 RightSuite® Universal 2012 12.0.07 RSU08101 Page 3
�� C:\Users\Quid(Calcs\Documents\Wrightson HVACINOBLE RES..rup Cale = MJ8 Front Door faces: N
-- w►rightsoft, Right-JO Worksheet Job:
AHU 1 Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466.6799 Fax 772-466-6796 Email: QUICKCaLCS@PAL.COM
1
Room name
KITCHEN
BREAKFAST
2
Exposed wall
0 ft
22.6 ft
3
Room height
8.0 ft heat/cool
8.0 ft heat/cool
4
Room dimensions
1.0 x 169.5 ft
1.0 x 212.0 ft
5
Room area
169.5 ft2
212.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ft2)
Load
number
(Btuh/ft2-°F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
' WI
13A-bocs
0.125
ri
3.50
2M
0
0
.. 10
0
"- 0
0
.. 0
0
G,
1A_.1om.
1.270
n
3556
34.77
0
0.
0
0
0
.. 0
.0
6
VN
13A-0ocs
0.125
ne
0.00
0.00
0
0
0
0
0
0
0
0
t-G
1Aclom
1.270
ne
0.00
0.00
0
0
0
0
0
0
0_
0
11
13A-bocs
0.125
a
3.50
2.22
0
0'
6'
0
0
0
0-
0
AA-clom
1.270
s.
35.56
91.12
0.
0
0
0
0.
0
0
0
11 DO -
0.390
a
10.92
' 11.31
0
... ` 0
- 0
- ,' 0
- 0
0
0
' D
WI
13A-0ocs
0.125
se
0.00
0.00
0
0
0
0
0
0
0
0
_
1A-c1om-
1.270
se
0.00
0.00
0
0
0
0
0
0
0
13A-5ocs
0.125
s
3.50
2.22
", .0
_ _0
.... 0
.D
. 0
32:
' '17
-
60
,
38'
1A-clom
1.270
s
`35.56
34.77
. 0
" 0
.', 0
0
15'
' ', , , 15
533
522
1Aclomd'
1.270
s
M56
34:77.
0'
: 0
0'
0,
0
0
0.
, . 0
1D-c2om
A:870
s
'Oi00
0.00
,0
0.
' 0
0'
0
' - 0
0
0
1D-c2om• _ .:
0.870
s "
: -. 0.00
0.00
0
0
..' . '0
0:,
." 0
_ 0
. - ; 0
0
�j
13A-5ocs
0.125
sw
3.50
2.22
0
0
0
0
45
31
107
68
G
1A-clom
1.270
sw
35.56
70.95
0
0
0
0
15
0
, 519
1035
13A-0ocs ,
0.125
w
3.50'.
2.22
0
0
0
0
104
89
312,
198
-G
1A-clom
1.270
w
35:56
91.12
0
, 0
_ 0
0
15
0
533
1367
G;
1 Dc2om
0.870
w
24.36
77.43
0
0•
^' 0
0
0
0
D
0
IIJ
13A-5ocs
0.125
nw
0.00
0.00
0
0
0
0
0
0
0
0
L-_G
1A-clomd
1.270
nw
0.00
0.00
0
0
0
0
0
0
0
0
P ..:l
kC Osw. , ° ',
0:091
. -,,
._.;2.55
; ,, 1.28
0
. 0
. , 0
' .' 0,
0
' ',. 0
. O'
0'.
C
16B-19ad
0.049
-
1.37
2.57
170
176
, 233
436
212
. , _ 212
- _ 291
545
, _ .
21A-20c- ..:.._
.
.0.027
.
- `
' •. 0.76
.: 0.00
, . - - 170
_
110
`. ; 128
O
; , , _ 212
212
-
'•, . 160
. 0
6
c) AED excursion
-150
586
Envelope loss/gain
361
286
2515
4359
12
a) Infiltration
0
0
328
88
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
2
460
2
460
Appliances/other
2400
0
Subtotal (lines 6 to 13)
361
3146
2842
4906
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
156
101
0
0
14
Subtotal
516
3248
2842
4906
15
Duct loads
-0%
0%
0
0
-0%
0%
0
0
Total room load
1
516
3248
1 2842
4906
Air required (cfm)
44
1651
241
250
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
AtL "F�' wrightSOtlt' RightSuite® Universal 2012 12.0.07 RSU08101 2013 May-10 0 Pag 34
AE75k C:\Users\Quick Calcs\Documents\Wrightsoft HVAC\NOBLE RES..rup Cale = MJ8 Front Door Faces: N
wrightsoft, Right-JO Worksheet Job:
AHU I Date:
By:
QUICK CALCS, INC.
317 ST LUC4E LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AC)L.COM
1
Room name
FAMILYROOM
HALLWAY
2
Exposed wall
19.0 ft
0 ft
3
Room height
8.0 ft heat/cool
8.0 ft heat1cool
4
Room dimensions
1.0 x 268.0 ft
14.0 x 3.0 ft
5
Room area
268.0 ft2
42-0 ft2
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Area (ft-)
Load
number
(Btuhfftl-*F)
(Btuh/ft2)
or perimeter (ft)
(13tuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/PIS
Heat
Cool
Gross
NIP/S
Heat
Cool
6
W�
1M4666i
n:-
350
2220
-56
"'S6
Z 0
G-
A461 ofn
,, 1 --0:
":0
0
F:O
01
-0
13A-5ocs
0.125
no
0.00
0.00
0
0
0
0
0
0
0
0
1A-clom
1.270
ne
0.00
0.00
0
0
0
0
0
0
0
O
VV
1
A -.0cs
-0.125
` e-
".3 .50
2'M
A
""0
'.0
-- - ----
-"0
- �
0
1A lom"
1.270
,
6
56
9l'u.:,'
0
0
0
�O
0
DO 7 .11" -:,
-:�',",0.390
.a -
.92,
. � fo,
11.31
i- I
r� �-O
0
0
w
13A-5ocs
0.125
se
0.00
0.00
0
0
0
0
0
0
0
0
"
IA-.Iom
1270
se
000
000
0
0
0
0
0
0
0
0
'0 0
13A_50cs', 26 lig
251 0
a -3556 34 7 '"b 0 '0 0
IA-cloin 1 270 0 j "0 20
0 0 0
-L-L.-G 1270 35M, '3477 48 "48
11 D'62om '�'o 0 0, 0
O�870 -.s", 000 0.001:.. '0 0 0.", 0-
0
0
A
13A-5ocs 0.125 sw 3.50 2.22 0 0 0 0 '0 0 0
T-G 1A-clorn 1.270 sw 35.56 70.95 0 0 0 0 .0 -0 0 0
0
175 Ill - "0
-0
85.`56 0112 '1067 27,34 0 0 "0
Vy, 3.50
l-�� 1A-61om' 1270 W' 36
0 "0
6'870 :'w 24.36 777A3 �O
13A-5ocs 0.125 nw 0.00 0.00 0 0 0 0 0 0 0 0
Y-G 1A-clomd 1.2170. nw 0.00 0.00 0 0 0 01 0 .0. 0 0
0-09 Q 14
C 16B-1 gad 0.049 1.37 2.57 268 268 368 689 42 42 58 108
O'Y' O.QO -��42'.,-:A 268
2
6
c) AE D e)cursion
342
-11
Envelope loss/gain
35W
5585
375
240
12
a) Infiltration
275
74
0
0
b) Room ventilation
0
0.
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
3865,
5659
375
240
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
-375
240
14
Subtotal
3865
5659
0
0
15
Duct loads
-0(/10
00/0
0
01
-00/.
Ol/.
0
0
Total room load
1
1 3865
5659
0
0
Air required (cfm)
328
21381
01
0
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
2013-May-10 09:12:34
-P1+ wrilghtSOfV Right -Suite@ Universal 2012 12.0.07 RSU08101 Page 5
14` CAUsers\QuIck Caics\Documents\Wdghtsoft HVAC\NOBLE RES.. rup Calc = MJ8 Front Door faces: N
+- wrightsoft® Rig� ; ® Worksheet Job:
A
H Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@A )L.COM
1
Room name
LAUNDRY
CLOSET 2
2
Exposed wall
0 ft
1.0 ft
3
Room height
8.0 ft heat/cool
8.0 ft heat/cool
4
5
Room dimensions
Room area
9.0 x 6.0 ft
54.0 ftz
8.0 x 5.0 ft
40.0 ftz
Ty
Construction
number
U-value
(Btuh/ftz-°F)
Or
HTM
(Btuh/ftzj
Area (ftz)
or perimeter (ft)
Load
(8tuh)
Area (ftz)
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
13ASocs
0.125
'n
3.50
2.22
0
0
:` 0
0,
8:
8
28
18
11
L-G,
1A-c1 om
13A-rocs
1A-c1om .
13A-0o6s
"IA-c1om
11D0
13A-Sots
IA-clom
13A-06cs
1A-c1 om ,
1Aclomd
1 D-c2orrr
1Dc2om. .. ;
13A-5ocs
4.270
0.125
1.270
0.125
1.270
0.390
0.125
1.270
0.125
1.270
'1.270
0.870
0.870
0.125
n
ne
ne
a
a
a
se
se .
s
s
's
s .
-,s,
sw
35:56
0.00
0.00
350
35:56
10.92,
0.00
0.00
3.50
35.56
36:56:
. 0 00
0:00
3.50
34.77
0.00
0.00
2.22
• 91.12
11.31,
0.00
0.00
. 2.22
34.77
34.77
'0.00
:.: 000
2.22
... 0
0
0
' 0
0,
0-
0
0-
0,,.
6
0
0
0
0
: 0
0
0
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0
0:
0
0
0
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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,
10
0
0
0
_ .0
0
0
0
6
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
V�I
-G
W
W
W,
L�
t-G
1A-c1om
13A-0ocs
IA-clom
,1D-c2orn
13A-5ocs
1Aclomd
12C-0sw' ..
1.270
0.125
1.270
0.870
0.125
1.270
0.091'
sw
w•
w
w'
nw
nw
'. -
35.56
3.50
35.56
24.36
0.00
_ 0.00
2.55
. 70.95,
2:22
91.12
77.43
0.00
0.00
' 1.28''
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
p
0
0:
0
'. 0
0
. 0
.. 0:"
0
0
0
0
0
0
.: ' 0
0
6
0
0
0
0
' :0',
P
C
F
16B-19ad
21A ZOc
0.049
_. '0:027,
-
,
1.37
, .0,76
2.57
.O:pO
54
54
. - 54
:: 54
74
`, 41
139
0
- 40
`40
, 40
40
_ 55
,., 30
103
0'.
61
c) AED wcursion
-29
-6
Envelope loss/gain
1 115
1101
113
115
12
a) Infiltration
0
0
14
4
b) Room ventilation
0
0
0
0
13
Intemal gains: Occupants @ 230
Appliances/other
0
0
500
0
0
0
Subtotal (lines 6 to 13)
115
610
128
119
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
198
127
0
0
14
Subtotal
313
737
128
119
15
Duct loads
-00/0
0%
0
0
-0%
0%
0
0
Total room load
313
737
128
119
Air required (cfm)
Z71
381
1 11
6
4
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
WPi ht50fft 2013-May-1009:12:34
f9 RightSuiteO Universal 2012 12.0.07 RSU08101 Page 6
�� C:\Users\Quick Calcs\Documents\Wrightsoft HVAC\NOBLE RES..rup Cale = MJ8 Front Door faces: N
- wrightsoft® ANU - ® Worksheet Job:
Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUIgCC4LCS@AOL.COM
1
Room name
CLOSET
BATH 3
2
Exposed wall
2.0 ft
28.9 ft
3
Room height
8.0 ft heat/cool
8.0 ft heattcool
4
Room dimensions
1.0 x 39.5 ft
1.0 x 78.5 ft
5
Room area
39.5 ft2
78.5 ft2
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Area (W)
Load
number
(Btuh/ftmF)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
NIP/S
Heat
Cool
Gross
NIP/S
Heat
Cool
6
`W1,
13A-5ocs
0.125
n
3.50
2.22
8
'8
28
18
80
-80
280
176
�---G
1A-clom
1.270
n .,
35.56
34.77
, 0
:" 0
. .. - 0
- 0
: .o
0
0
0
t-G
13A-0ocs
0.125
ne
0.00
0.00
0
0
0
0
0
0
0
0
1A-clom
1270
0.00
0.00
0
0
0
0
0
0
0
0
11
1IJ -
13A-5ocs
0125
-ne
a ",
3.50
2.22
8
8
28
18
24
24
'84
53
1Aclom
1.270
a
35.56
91.12
0
0
0
0
0
0
0_-
0'
L�_-Cp
1100
0.390
e e
10.92
11.31
0
0_
0
0
0
0
0
0
W
13ASocs
0.125
se
0.00
0.00
0
0
0
0
0
0
0
0
E--G
1Aclom
1.270
se
0.00
0.00
0
0
0
0
0
0
0
0
13ASocs
0.125
: s
3.50
' 2.22
0
0
` , '0
. 0'
16
. 16
56
`, 36
IA-clom
1.270
s°
35.56
34.77
0
0
'.: 0
0
' 0
0
0'
•-
0
,•
1A-clomd
1.270
s
35.56
34.77
0
„0
0,
0
0
0
0
0
1Dc2om
0.870
• s
0.00
0.00
0
0
0
0'
i0
0:
0
0
1 D-c2om . ..
0:870
s
.. 0.00
0.00
- 0
.
0
0
: , .. 0
0
0
,,' , . 0
0
W
_
13A-5ocs
0.125
sw
3.50
_.
2.22
0
0
0
0
0
0
0
0
1A-clom
1.270
sw
35.56
70.95
0
0
`
0
0
0
0
0
0
13A-0ocs'
0.125
w
3.50
2.22
• 0
0
.0
0
112
106
371
236
1Ac16m
1.270
w
35.56
91.12
0
0-
0
0
0
0
0'
0
1Dc2om.
' 0.870
w
124.36
.77.43.
0
., 0
0
'0
6-
0
146
, '465
VV
13A-5ocs
0.125
nw
0.00
0,00
0
0
0
0
0
0
0
0
L-G
1A-c1omd
1.270
nw
0.00
0.00
0
0
0
0
0
0_
0
0
P
12(j-0sw_ ..
0.091
-
2.65
1.28
, 0
., 0
0
0.
.. i0
0
0
= 0
C.
16-B-19ad
0.049
. -
1.37
2.57
40
40
54
102
79
79
" . , 108
202
F.
::21A-20c -. - -
0.027
.-
0.10
-0.00'-
•
40'
: ' 40
30'
0,'
, 79'
79
_ 59
- O'
6
c)AEDex:ursion
-7
157
Envelope loss/gain
140
131
1104
1326
12
a) Infiltration
29
8
419
112
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
169
13B
1524
1438
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
169
138
1524
1438
15
Duct loads
-00/0
00/0
0
0
-0%
0%
0
0
Total room load
ad
169
138
1524
1438
Air required
14
7
1291
73
Y Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
-�+ wrightsoft' RlghtSuite® Universal 2012 12.0.07 RSU08101 2013 May-10 0 Page 77
AF63` CAUsers\Quick CaicMDocuments\Wrightsoft HVAC\NOBLE RES..rup Cale = MJ8 Front Door faces: N
- wrightsoft° Riah -J® Worksheet Job:
A hhll Date:
By:
QUICK CALCS, INC.
317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM
1
Room name
BEDROOM 4
BEDROOM 3
2
3
4
5
Exposed wall
Room height
Room dimensions
Room area
18.0 ft
8.0 ft heat/cool
1.0 x 142.0 ft
142.0 ftZ
18.0 ft
8.0 ft heat/cool
12.0 x 13.0 ft
156.0 ftZ
Ty
Construction
number
U-value
(Btuh/ftZ--°F)
Or
HTM
(Btuh/ft2)
Area (ftZ)
or perimeter (ft)
Load
(Btuh)
Area (ftZ)
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
11
WI �
�-G
VN
G
Val-
1G
L D'
13A5ocs
1A-.1om _
13A-5ocs
IA-clom
13A-5ocs
1Aclom
11 D0
13A5ocs
1A-c1om
13ASoos
1Aclom
1A-clomd .
1 D-c2om
1 D-c2om .
13A-5ocs
1A-c1om
13A-5ocs
1A-c1om
1 D-c2om
13A-5ocs
1A-clomd
12C-0sw
0.125
1.270
0.125
1.270
0.125
1.270
0.390
0.125
1.270
0.125
1.270
1.270
0.876
0.870
0.125
1.270
0.125
1.270
0.870
0.125
1.270
0.091
n
n
ne
ne
a
a
a
se
se
s
s
s
s
s
sw
sw
w
w
w
my
nw
-
3.50
35.56
0.00
0.00
3.50
35:56
10.92
0.00
0.00.
3.50
35.56
35.66
0.00
0.00
3.50
35.56
3.50
35.56
24.36
0.00
0.00
2.55
2.22
34.77
0.00
0.00
2.22
91.12
11.31
0.00
0.00
2.22
34.77
34.77
0.00
0.00
2.22
70.95
2.22
91.12
77.43
0.00
, 0.00
1.28
104
15
0
0
0
0
0
0
0
16
0
0
0
0
0
0_
24
0
0
0
0
0
.89
0
0
0
0
0
0
0
0
16
0
0
0
0
0
0
24
01
0
0
0
0
312
533,
0
0
0
0
0:
0
0
56
0
0
0
0
0
0
84
0'.
0
0
0
0
198
522
0
0
0
0
0
0
0
36
0
0
0
0
0
0
53
0
0
0
0
0
104
15
0
0
32
0'
0
0
0_
0
0
0
0
0
0
0
8
0
0
0
0
64
89
0
0
0
32,
0
0
0
0
0
0
0'
0
0
0
0
8
:0
0
0
0
64
312
533
0
0
112
0-
0
0
0
0
0
0
0
0
0
0
28
0
0
0
0
163
198
522
0
0
71
0
0
0
0
0
0
0
0
0
0
0
18
0
_0
0
0
82
WI
L-G
W
-G
�--G
W
r G
P
C
F ..
16B-19ad
21A-20c
0.049
0.027
-
-
1.37
0.76
2.57
0.00
142
, 142'
142
142
195
107
365
0
156
156
166
`. 156
214
118
401
0
6
c)AEDexwrsion
-67
S2
Envelope loss/gain
1287
1107
1480
1230
12
a) Infiltration
b) Room ventilation
260
0
70
0
260
0
70
0
13
Internal gains: Occupants @ 230
Appliances/other
1
230
0
0
0
0
Subtotal (lines 6 to 13)
1547
1407
1740
1300
Less extemal load
Less transfer
0
0
0
0
0
0
0
0
14
15
Redistribution
Subtotal
Duct loads
-0%
0%
0
1547
0
0
1407
0
-0%
0%
66
1806
0
42
1342
0
Total room load
Air required (cfm)
1547
1 131
1407
721
1
1806
153
1342
68
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
-FkWri htSOft' 2013-May-1009:12:34
L 9 RightSufte® Universal 2012 12.0.07 RSU08101 Page 8
ACCA CAUsers\Quick Calcs\Documents\Wrightsoft HVAC\NOBLE RES..rup Calc = MJ8 Front Door faces: N
- - wrightsoft, Rigght-J® Worksheet Job:
AX 2 Date:
QUICK CALCS, INC. By.
317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772466.6796 Email: QUIGCCALCS@AOL.COM
1
Room name
AHU 2
MASTER BEDROOM
2
Exposed wall
88.8 ft
34.4 ft,
3
Room height
8.0 ft d
8.0 ft heat/cool
4
5
Room dimensions
Room area
603.5 ft2
1.0 x 226.0 ft
225.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ft2)
Load
number
(Btuh/ft;°F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
WI
73A 6ocs .
0125
n °'
3 50
2.22
56
56
196
125
0
0
1Ac1om..,._...
n;:
0:00
,.. 0
_ 0
;• 0
0
:0
`. . _0
,. ,0
VN
13A-5ocs
0125
no
3.50
2.22
34
19
68
43
0
0
0
0
r-C
1Ao1om.
1 270
ne
35.56
70.43
15
0
519
1027
0
0
0
0
11
Wi
_
13A 5ocs-r
0125
e.`_
350
2.22
72
52
182
116
0
0
0
0
1Ac1om
9 270
a
35.56
9L12
2'
0
711
1822
0
0
0
0
11D0 , ;.. ... _...
. ':.0890
.e.:
, ._..0.00
. ,' 0,00
..Y. 0
. 0
.- ... 0
.':' . , O
c.. R:...
0
0
.. °: '0
_
13ASoos
0.125
se
3.50
2.22
34
19
68
43
0
0
0
0
1Aciom.._
1,270
35.56
70.95
15
0
519
1035._
0
0
0
0
__.
13A 5ocs :
0125
,se
s -
3.50
2.22
364
336
> 1176
_ 748
= 144
114
399
254
1Ac1om
1' 270
s ~'
35:56
34.77
30
° 3D
1067
` 1043
v 30
30
1067
1043
1A clamd.
1.270
„s'
0:00
0:00
0
0
0
` 0
. 0
' '"U
0
0
1D c2om
0.870
.s'. •
24:36
27,10
.6
A 6
146
" 163
0'
. `0
0
0
1Dc2om":., . _, -'
;;.0 870
s;'
.:,,2436
_' 27.10
,.. >12
:-.12
_ 292
. ,.' , .325
.;_ ... ".,0
.... _, _0
... °"0
_ 0.
W
13A-0ocs
0.125
sw
0.00
0.00
0
0
0
0
0
0
0
0
1Ac1 om
1 270
sw
0.00
0. 00
0
0
0
0
0
0
0
0
,_
13A�ocs :
0125
_
w
3.50
2 22
64
64
224
142
,_
64
64
224
942
G
1Ac1om
4270
w',
D:00
0,00
0
0
0
0
"� 0
0
6
0`
u---G:
Dc2om ° `
:.0 870
w
0.�
.0.00
; 0
, ,.< . 0
0
0
0
V�I
13A-5ocs
0.125
nw
3.50
2,22
68
28
97
62
68
28
97
62
Y--G
1Aciomd.
1.270
nw,
35.56
70.43
40
0
2834,
40
0
1431
2834
P.... ; -
12C Osw;,,'
_ 0 091
•
'..- .
_ 0:00
", 0.00
, .. 0
'•_ .0
.1431
,.:... . 0
: ',. 0
_
- 0
`. ... ; ,... ,0
C
0.049
-
1.37
2.57
6D4
604
828
1553
226
226
310
581_
._._
F„
.16B-19ad _ _...".
20c -;.'..
_
0 027
-
:= ...
..`0.76
_ 0 00
,• ;;604
,'.:604
, ._„-
C, ' :456
.,_
,. 0
r;- ..;22ti
... -
; _ ., 226
, •, , .'.;171
0.
r
.F
j�-
6
a)AEDex:ursion
0
94
Envelope loss/gain
7979
11079
3698
5010
12
a) Infiltration
1286
345
499
134
b) Room ventilation
0
0
0
0
13
Intemal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
9265
11424
4197
5143
Less extemal load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
9285
11424
4197
5143
15
Duct loads
00/0
00/0
0
0
-0%
0°h
0
0
Total mom load
9265
11424
1
4197
5143
Air required (cfm)
633
633
287
285
16
Calculations approved by ACCA to meet all requirements of Manual J 8th Ed.
wrilghtsofr Right -Suite® Universal 2012 12.0.07 RSU08101 2013 May-10 09:Page 9
��` C:\Users\Quidc CalcslDocumentslWrightsoft HVAC\NOBLE RES..rup Cale = Mes:J8 Front Door facN
- wrightsoft, ARU 2 ® Worksheet Job:
Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL34946 Phone: 772-466.6799 Fax 772-466.6796 Email: QUICI(CALCS@AOL.COM
1
Room name
WIC
WIC 2
2
Exposed wall
6.0 ft
0 ft
3
Room height
8.0 ft heat/cool
8.0 ft heat/cool
4
Room dimensions
6.0 x 6.0 ft
1.0 x 31.5 ft
5
Room area
36.0 ft2
31.5 ftz
Ty
Construction
U-value
Or
HTM
Area (ft2)
Load
Area
Load
number
(Btuh/ft;°F)
(Btuh/ft)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
WI
13A-0ocs
0.125
n
3.50
2.22
0
0
0
0
0
0
0
0
L-G
IA-clom
1.270
n
0.00
om
0
0
0
0
0
0
0
0
yJ
13A-0ocs
0.125
no
3.50
2.22
0
0
0
0
0
0
0
0
-G
1Aclom
1.270
ne
35.56
_ 70.43
0
0
0
0
0
0
0
0
11
ViV
13A 50cs
Q 125
a
3.50,
2.22
0
0
0
0
0
0
0
0
�l-_-Gp
1A-c1om
1.270
a
35.56
91.12
0
0
0
0
0'
0
0
0
11D0
0.390
a
0,00
0.00
0
0
0'
0'
-0
• 0
0
0
W,
13ASocs
0.125
se
3.50
2.22
0
0
0
0
0
0
0
0
�--G
1A-c1om
1.270
se
35.56
70.95
0
0
0
0
0
0
0
0
0.125
s
3.50
2.22
48
48
168
107
0
0
0
0
IA-clom
1.270
s
35.56,
34.77
0
0
0,
0
0
0
0
0
Ti13A5acs.
1A-clomd
1.270
s
0.00
000
0
0
0
0
0
0
0
0
1 Dc2om
0.870
s
24.36
27.10
0
0
0
0
0
0
0
0
1Dc2om.
0.870
s
24.36
27.10
0
0
0
0
0
0
0
0
VV
_„
13A-5ocs
0.125
sw
0.00
0.00
0
0
0
0
0
0
0
0
l-G
IA-clom
1.270
sw
0.00
0.00
0
0
0
0_
0
0
0
0
13A-6ocs
0.125
w
3.50
2.22
0
0
0
0
0
0
0
0
1Ao1om
1.270
w
0.00
0:00
0
0
0
0
0
0
0
0
1 D-c2om '
0.870
w
0.00
-0.00
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
nw
3.50
2.22
0
0
0
0
0
0
0
0
0
0
0
0
0
P
1Aclomd
12C-0sw
1.270
0.091
nw
-
35.56
0,00
70.43
0.00
0
0
0
0
0
0
0
0
0
0
0
C
1613-19ad
0.049
-
1.37
2.57
36
36
49
93
32
32
43
81
F
.21A-20c
0.027
--
0.76
0.00
36
: 5
27
0
32
32
: 24
0
6
c)AEDex:ursion
-22
-8
Envelope loss/gain
1 245
178
67
73
12
a) Infiltration
87
23
0
0
b) Room ventilation
0
0
0
0
13
Intemal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
331
201
67
73
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
331
201
67
73
15
Duct loads
-0%
00/0
0
0
-0%
0-/01
0
0
Total room load
331
201
67
73
Air required (cfm)
23
11
5
4
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
WI't htsoft' 2013-May-1009:12:34
9 RightSuite® Universal 2012 12.0.07 RSUD8101 Page 10
�� C:\Users\Quick Calks\Documents\Wrightsoft HVAC\NOBLE RES..rup Cale = MJ8 Front Door faces: N
- 1- wrightsoW , Righ - ® Worksheet Job:
A
H Date:
By:
QUICK CALCS, INC.
317 ST. LUGE LN., FT. PIERCE, FL34946 Phone: 772-466-6799 Fax 772-466-6796 Email: QUICKC4LCS@A )L.COM
1
Room name
MASTER BATH
STUDY
2
Exposed wall
16.9 ft
31.4 ft
3
Room height
8.0 ft heat/cool
8.0 ft heat/cool
4
Room dimensions
1.0 x 158.0 ft
1.0 x 162.0 ft
5
Room area
158.0 ftz
152.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft)
Load
Area (ft)
Load
number
(Stuh/ftx-°F)
(Btuh/ft2)
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:5ocs
0.125
n
3.50
2.22
0
0
0
0
56
56
196
125
L-G
1A,1om
1.270
n
0.00
0.00
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
ne
3.50
2.22
0
0
0
0
34
19
68
43
� C
1A-clom
1.270
ne
35.56
70.43
0
0
0
0
15
0
519
1027
11
Val
13A-0ocs
0.125
a
3.50
2.22
24
24
84
53
48
28
98
62
{
1A-c1om
1.270
a
35.56
61.12
0.
0
0
0
20
0
• 711
1822
:- S
11 D0
0.390
a
0.00
0.00
0
0
0
0
0
0
0
0
WI
13A-5ocs
0.125
se
3.50
2.22
0
0
0
0
34
19
68
43
-
---G
1Ac1om
1.270
se
35.56
70.95
0
0
0
0
15
0
519
1035
13A-5ocs
0.125
s
3.50
Z22
112
94
329
209
80
80
280
178
1A-clom
1.270
s
35.56
34.77
0
0
0
0
0
0
0
0
IA-c1omd
1.270
s
0.00
0:00
0
0
0
0
0
0
0
0
1 D-c2om
0.870
s
24.36
27.10
6.
6
146
163
0
0
0
0
1D-c2om,
0.870
s
24.36
27.10
12
12
292
325
0
_ 0
0
0
W
_
13A-5ocs
0.125
sw
0.00
0.00
0
0
0
0
0
0
0
0
L-G
1A-c1om
1.270
sw
0.00
0.00
0
0
0
0
0
0
0
0
13A-6ocs
0.126
w
3.50
2.22
0
0
0
0
0
0
0
0
1A-clom
1.270'
w
0.00
-0.00
0
0
0
0
0
0
0
0
�G
1 Dc2om
0.870
w
0.00
0.00
0
0
0
iO
0
0
0
0
W
13A-5ocs
0.125
nw
3.50
2.22
0
0
0
0
0
0
0
0
L--G
1Ao1omd
1.270
nw
35.56
70.43
0
0
0
0
0
0
0
0
P
12C-0sw
0.091
-
0.00
0.00
.0
0
0
0
0
0
0
0.
C
1613-19ad
0.049
-
1.37
15B
158
_ 217
406
152
152
209
391
•F
21A-20.c
0.027
-
0.76
_2.57
0.00
,. 158
158
, 119
0
152
152
115
0
6
c)AEDex:ursion
-120
55
Envelope loss/gain
1188
1037
2781
4781
12
a) Infiltration
246
66
455
122
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
1434
1103
3237
4903
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
1434
1103
3237
4903
15
Duct loads
-00/0
0%
0
0
-0%
0%
0
0
Total room load
1434
1
1103
3237
4903
Air required (cfm)
98
61
221
272
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
_ Wtt i ht50Tt' 2013-May-10 09:12:34
9 Right -Suite® Universal 2012 12.0.07 RSU08101 Page 11
ACC>- C:\Users\Quid(Calcs\Documents\Wdghtsoft HVAC\NOBLE RES..rup Cale = MJ8 Front Door faces: N
i
OFFICE USE ONLY:
I p,
DA'£E FILED: 3 3 PERMIT # 1 P 0 E O
REVISION FEE: V50.0 rj RECEIPT #
�- PLANNING & DEVELOP T G
BUILDING & CODE REGU O
2300 VIRGINIA A
FORT PIERCE, FL
(772) 462-15
APPLICATION FOR BUILD IT ;
PROJECT INFO
1. LOCATION/SITE SION
ADDRESS: 170 dV 3 7 5t . 'P erce llc�4- 3 y 9 r 7
`,'rV.
jS -- .
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:L�--
3.
CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #: ST. LUCIE COUNTY CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY: STATE: ZIP:
PHONE (DAYTIME): FAX:
OWNERBUILDER INFORMATION:
NAME: n� ✓Va&-
ADDRESS: 13051- All 1-3 5-1
CITY: F:�. P" C/'C F STATE: ZIP:
PHONE: (770 ZI6 - 2-7 83 FAX:
ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
SLCCC: 9/23/09
Revised 04/26/2010
STATE:
FAX:
ZIP:
Florida Building Code Online
4 s
Page 1 of 2
A
Product Approval Menu > Product or Application Search > Application List > Application History > Application Detail
". FL # FL14569-R2
Application Type Affirmation
Code Version 2010
Application Stas Approved -
P
Comments Status .i � ;; ,�, °` =- � V
Archived
aE Co
Product Man facturer JELD-WEN
I
Address/Phone/Email, r ' 3737 Lakeport Blvd
Klamath Falls, OR 97601
(800) 535-3936
fbc@jeld-wen.com
Authorized Signature
Technical Representative
Address/Phone/Email
Quality Assurance Representative
Address/Phone/Email
Category
Subcategory
Compliance Method
Certification Agency
Validated By
Referenced Standard and Year (of Standard)
Equivalence of Product Standards
Certified By
Janet Gerard
fbc@jeld-wen.com
JELD-WEN Corporate Customer Service
3737 Lakeport Blvd.
Klamath Falls, OR 97601
(800)535-3936
customerserviceagents@jeld-wen.com
Exterior Doors
Swinging Exterior Door Assemblies
Certification Mark or Listing
National Accreditation & Management In.,
National Accreditation & Management In;
Standard
TAS 201
TAS 202
TAS 203
/U
ST LUC19 COUNTY
BUILDING DIVISION
REVIEWED
FOR C IAN1C@
REVIEWED BY
DATE
PLANS AND PERMIT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
http://www.floridabuilding. org/pr/pr_app_dtl.aspx?param=wGEV... 3/6/2013
Florida Building Code Online
Page 2 of 2
isI affirm that there are no changes in tt
Code which affect my product(s) and my
compliance with the new Florida Building
Documentation from approved Evaluation or Validation Entity i Yes �::, No „N/A
Product Approval Method
Date Submitted
Date Validated
Date Pending FBC Approval
Date Approved
FL14569 R2 COC SA14569 signed and
Method 1 Option A
12/16/2011
12/16/2011
12/18/2011
Summary of Products
FL # ii���Model, Number or Name Description
14569.1 Steel Wood Edge Door 6-0" x 6'-8" , Full Lite, Single or Dout
Limits of Use Certification Agency Certificate
Approved for use in HVHZ: Yes FL14569 R2 C CAC NI006255-R4.P
Approved for use outside HVHZ: Yes Quality Assurance Contract Expira
Impact Resistant: Yes 09/30/2013
Design Pressure: +60/-60 Installation Instructions
Other: Product must be installed per manufacturer FL14569 R2 II 3W0509-03.PDF
instructions as stated on drawing 3WO50903 Verified By: National Accreditation &
Created by Independent Third Party:
Evaluation Reports
FL14569 R2 AE PER 1398 6-13-11.t
Created by Independent Third Party:
Back Next
Contact Us :: 1940 North Monroe Street, Tallahassee FL 32399 Phone: 850-487-1824
The State of Florida Is an AA/EEO employer. Copyright 2007-2010 State of Florida.:: Privacy Statement :: Accessil
Statement
Under Florida law, email addresses are public records. If you do not want your e-mail address released in response to
not send electronic mail to this entity. Instead, contact the office by phone or by traditional mail. If you have any
850,487.1395. *Pursuant to Section 455.275(1), Florida Statutes, effective October 1, 2012, licensees licensed and
provide the Department with an email address If they have one. The emails provided may be used for official commi
However email addresses are public record. If you do not wish to supply a personal address, please provide the Depar
which can be made available to the public. To determine if you are a licensee under Chapter 455, F.S., pl.
Product Approval Accepts:
®®
Cre t aar E
http : //www. floridabuilding. org/pr/pr_app_dtl. aspx?param=wGEV ... 3/6/2013
N
NOTICE OF PRODUCT CERTIFICATION
CERTIFICATION NO:
DATE:
CERTIFICATION PROGRAM:
COMPANY:
CODE:
REVISION DATE:
NI006255-R4
IQ/ 14/2005
Structural
JELD-WEN
J-104-3
06/08/2011
The "Notice of Product Certification" is valid only when Administrator's Seal is applied to the upper left hand
portion of this form and a certification label is applied to the product. This certification seal represents product
conformity to the applicable specification and that all certification criteria has been satisfied.
The product described below is approved for listing in the Directory of Certified Products at
www.NAMICertification.com, Please review, and advise NAMI immediately if data, as shown, requires
corrections.
COMPANY NAME AND ADDRESS
PRODUCT DESCRIPTION
JELD-WEN Exterior Doors
JELD-WEN's "Steel Wood -Edge" Double
3737 Lakeport Boulevard
In-Swing/Out-Swing Entry Doors
Klamath Falls, OR 97601
w/ODL Impact Glass or ODL Allen Frame and
Endura Ultimate Hurricane Astragal
Configuration:XX
Glazing: IG-0.125" Temptered Glass/ Laminate-
0.125" Annealed Glass/ 0.090" PVB by Solutia/
0.125" Annealed Glass
Frame: W- 62" Panel: W- 31" DLO: W- 1'l0"
H- 611" H- 617" H- 5'4" "
SPECIFICATION
PRODUCT RATING
TAS 201/202/203-94
Design Pressure: +60/-60 psf
Large Missile Impact Rated
Product Tested By: National Certitied Testing Laboratones
Report No: NCTL-210-3195-1 (Structural/ Impact)/ NCTL-SJW2011-070
Expiration Date: September 30, 2013
Administrator's Signature:
NATIONAL ACCREDITATION AND
MANAGEMENT INSTITUTE, INC.
4794 George Washington Memorial Highway
Hayes, VA 23072
TEL: (804) 684-5124/ FAX: (804) 684-5122
JFI-DIVENg Steel
WOOD EDGE IMPACT GLAZED STEEL DOOR
6-8 OUTSWING SINGLE OR DOUBLE DOOR UNIT
UTILIZING COMPONENTS FROM OOL' INC. AND
ENDURA PRODUCTS INC.
GENERAL NOTES
1. THIS PRODUCT IS DESIGNED TO COMPLY WITH THE CURRENT FLORIDA BUILDING
CODE (FBC) BASE ON THE SIGNED AND SEALED DATE: INCLUDING HVHZ AND HAS
BEEN EVALUATED INACCORDANOE WITH THE FOLLOWING:
TAS201A1 ASTME330-02 ASTM E1666-05
TAS 202-9a ASTM E33t-D3 ASTM E1996-OS
TAS 203-9a ASTLIE28I-91
2. WOOD BUCKS BY OTHERS.MUSTBE ANCHORED PROPERLY TO TRANSFER
LOADS TO THE STRUCTURE.
3. PRODUCTANCHORS SHALL REASLISTEDANOSPACEDAS SHOWNON DETAILS.
ANCHOR EMBEDMENT TO BASE MATERIAL SHALL BE BEYOND WALL DRESSING
OR STUCCO.
4. DESIGNED PRESSURE RATING SEE TABLE J. PAGE I.
5. THIS PRODUCT MEETS THE WATER REQUIREMENTS FOR HIGH VELOCITY
HURRICANE ZONE (HVIO
6. PRODUCT DOES NOT REOUIRESHUTrERS
RESIDENTIAL INSUTATED STEEL DOOR (Common to all frame conditions)
DOOR LEAF CONSTRUCTION:
Face sheets: 24 GA (0.021"min) thickness. Galvanized steelA-525
commercial quality AKDO perASTM 620 with average minimum yield
strength Fy(ave)-30627pst.
Core Design: Expanded polystyrene w`th 1.0 to 1.25lbs density, by Jeld-Wen Inc.
Panel Construction: The active and inactive panels are constructed from 24 GA
to.021- min) galvanized sleet The face sheets at top and bottom are bent 9D' over
the' top and bottom rails. The top rail measures 1.D- high x 1.888' wide. The steef
bottom rail measures 1.21' high x I ZM' wide. The sides of the face sheets are roll
formed into the latch and lunge sfiles which measure 1.00-high x 1.686- wide. The
inferior tawny is frlted with expanded polystyrene. The fats sheets are glued to the
expanded polystyreno. The panels are cut out for the two-piece ODL Aluminum
ALLEN frame. Units are glazed with tembered and laminaled impact 1' IG. On
double door applications the inactive door is fitted with an extruded aluminum
astragal of 6063-T5 alloy, manufactured by Endure.
Frame Construction: The frames are constructed of fingerjoinfed pine ��'a�mbs
measuring 4.8116'x 1-114'. The headjambs are mortised and buttlomiW58 7
the side jambs, and attached with three (3).16GA 7,'16' crown x 2" ton�pr��,,
staples on each side. The threshhold is attached to the side jambs IYitrl a �"
three (3) 160A 7116 ' crown x 2' long. staples on each side.
Glazing: ODL insulated lite is 1- overall thickness, consisting of one (T
pane of 0.125- tempered glass; 0.5- airspace; two (2) panes of 0.12
annealed with .090' PVB intedayer by Salutfa. All fires are sarlmviche
glazed into the panels.
37 1/2` MAX.
FRAME WIDTH
35 3/4` MAX.
PANEL WIDTH
�I
o �
9 20 1/2_ � ai
= MAX O =
16 D.L.O. w
a
�5EE5 15 0 3
3 / 4
n B
4 / �
o �
m
I
SINGLE OUTSWING UNIT (X)
SCALE.- 1/2" =1'-O"
_ 74" MAX. OVERALL
FRAME WIDTH.
36 1 /2" MAX.
PANEL WIDTH
W/ASTRAGAL
20 1/2
20 1/2'
x
MAX
MAX'
Ci
j" W
D.LO.
INACTIVE
ACTIVE
00
a
AID
3
v1
E
C
Zt
n
REF ASTRAGAL BOLT ITEM # 12
TABLE i DESIGN PRESSURE RATING
APPROVED FOR USE WHERE
PROTECTION FOR WATER
INFILTRATIaN IS REWIRED
POSrtwE
40.OFSF
NEGATIVE
- .0 PSF
SHEET 9
TABLE OF CONTENTS
DOUBLE OUTSWING UNIT (XXl
SCALE. 1/x" =1'-0"
Digitally signed by AIeX SPyrou
Reason: I am approving this
document
Date. 2011.10.07 09:01:48 -
04i00'
NOTES:
1 — ALL VIEWS FROM EXTERIOR.
2 - FOR HORIZONTAL. ANCHOR IN 1 X BUCK OPTION IN
MASONRY/CONCRETE: SEE SHEET 4 FOR'DETAILS.
3 — FOR Tr- TL,OALTIANQ`�.OR IN 1X BUCK OPTION IN
1/ASoT1�C(ST�]T�fG. SEE SHEET 4 FOR DETAILS.
ALEXIS SMOU
FLORIOA PE. NO.4B101
CENTWORKS. LLO.
127 W. FAINBANKS AVE. STE. 418
WINTER PARK, FL 32M
FBPE CENT. Of AUNT. NO.25520
Certification No.: N/ _ Il v,
Reviewed By:
Date Wewed—
rn
nCD
O m o M N
O Z m N O
r =OWE
r
00
OJ m1Ah
u_ p�
L m r x
�M aali
E
Y
i JW0509-03 i
M
1 /4" MAX.
SHIM THK.
1 1/2-
MIN. EMB.
SEE
DETAIL A
SHT. 7
T1
1 5
1 1/2" MIN. EMB.
z
IPAot
'■■I�
���
SEE
1
DETAIL G
I� 1
2322
®
I'
14
co
AL RI x " I t
I 4
It
Ii
trt
►�
21 �i�_:
30
28
1
Item
DESCRIPTION
Material
I
SIDE JAMS 1 1 4 x 4 9 16 FINGERJOINTED PINE
PINE
2
HFAO JAMB 11 4 x 4 9 16 ING FERJOI,YTED PINEPINE
S-
p! x 4 BUTT HINGE 12GA .089 - MIN)
4
ig x 1' PHILLIPS FLATHEADWOOD SCREW
STEEL
5
10 PHILLIP' HD SCREW WITH 112 MIH. EMBED-
STEEL
6
f0 X 2' PMLUPS FIAIMW WOOD SCREW
STEEL
7
8 X 3 PHU-UPS FLAILHEAD WOOD SCREW
STEEL
8
8X1 PHILLIPS FLAT HEAD WOOD SCREW
STEEL
9
COMPRESSION WFATHERSTRIP 0-LON ODS-650
VINYL
I1
OUTSWING THRESHOLD ENDURA
ALUMINUM
12
ASTRNGAL THROW BOLT STEEL ROD 5 16 r I8'
STEEL
13
ASTRAGAL BOLT STRIKE PLATE LOCATED
ON HEAD JAMB
STEEL
14
116 Gm 7 16 CRONN : 2 LONG STAPLES
STEEL
15
KWIKSET LOCK SERIES 400
STEEL
16
KWIKSET DEADBOLT SERIES 780
STEEL
17
ENDURA ULTIMATE HURRICANE ASTRAGAL
ALUMINUM
7
ASTRAGAL BOLT STRIKE PLAIT ON BOTTOM SILL
19
2x WOOD BUCK
WOOD
2
NON COMPRESSION SHIM
WOOD
21
DOW 995 SILICONE SEALANT
SILICONE
22
1 IMPACT IG ASSEMBLY BY ODL
GLASS
23
1 8 TEMPERED GLASS
CLASS
24
3 8 LAMINATED ANNEALED GLASS
GLASS
25
LOCI( BLOCK SOLID WOOD x 12 LC
RODD
25
TOP RAIL LVL
LVL
2
BOTTOM RAILr2sGA MIN GALVANIZED STE
S L
28
FXPAMU POLYSTYBEFE 1.0 W I-nft DUM BY JE1D-M
FOAM
29
STEEL DOOR PANEL SKIN MATERIAL 24CJL G41.VANIZED
A-525 COMMER(YAL GUAUfY 0-021' I M. MICK.
STEEL
GALVANIZED
30
FBA4 ALU
AL,AIddJM
31
LK
32
FWGFR
LVL
33
8 x 2 PHILLIPS FLATHEAD WOOD SCREW
STEEL
34
3 16 IIW BWLDEX TAPCON WITH 1.25- MIN. EMBEDMENT
STEEL
35
OPTIONAL ix WOOD BUCK
WOOD
1" MIN. T 1' MIN.
3 g V
SCALE. 6" =J'-0" 2 CONCRETE INSTALLATION SCALE. 6" =J'-0"
NOTES:
FOR TAPCON MASONRY AND WOOD SCREW ANCHOR
SPACING (ITEMS J5 & #34), SEE' SHEET 5.
FOR VERTICAL ANCHOR IN IX BUCK OPTION IN
MASONRY/CONCRETE. SEE SHEET 4 FOR DETAILS.
OPTIONALLY, ANCHOR CAN BE PLACED IN NARROW
SECTION OF HEAD OR JAMB AS LONG AS MINIMUM
EMBEDMENT IS ACHIEVED.
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Certification k:
Reviewed By:
1 1/2-
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SEE DETAIL
1• SHEET 7
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NOTES:
E> ASTAGIC FASTENER SPACING DETAIL F. SHEET 6. (TOTAL OF 14 SCREWS).
LATCH AND DEADBOLT STRIKE PLATES MOUNT To ASTRAGAL WITH ABLE NUT PLATE S
UPH1iUP5
BOTH PLATES REQUIRE (8 X 3 FIAT MEW WOOD SCREWS.
2. BUCK TO SUBSTRATE FASTENING MAY UTILIZE OPTIONAL 3/16• TTW BUILOEX TAPCON.
E>
FOR TAPCON MASONRY AND WOOD SCREW ANCHOR SPACING (RDNS /5 AI /J4), SEE
SHEET 5.
MACTNE
FOR HORIZONTAL ANCHOR IN 1X BUCK OPTION IN MASONRY/CONCRETE. SEE SHEET 4 FOR
5
DETAILS.
ttillllll",
OPTIONALLY ANCHOR C ry I Ow' SECTION OF NERD OR JAMB AS LONG
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(SCALfi 6" =1'-0"J
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BYCROSS SECTION OF HEAD OR JAMB
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V.,, �/STATEOF'
10
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C,ertifiM& No.: N I o e G 2: c- 2
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Cerhficatim NO.: NI oD G ZJ3 — 2y'
Reviewed By:
Die n9VielV7.
1— 4 9/16° --{ ANCHOR ® EXTERIOR SIDE
1 1 EXTERIOR
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DETAIL B DETAIL C DETAIL D
DETAIL A -BINGE KWAT/NG DETAIL _TAROWBOLT STRIKE PLATE FOR BEAD STRIKE' PLATES TO JAMBS STRIKE PLATE'S TO ASTRAGAL
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DRAW*G No:
JW0509-03
`� 127 W. FAMBANKS A%E SM.M
rr 1ONA4ti WINTER PARK. FL 22788
SHEET 6 OF 7
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V .'• rrrl#/111111111` FDPE CENT. OF MUM HM26SM
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Certification No.: /V / a Zs3--_,�
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_ JT
L � 4 9/16" —{
IA
1-2 3/16"�
FLAVEROOLATEV PINE
SCALE.- 6" =1'-O"
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0
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4— 1/16" (Min)
0 1ltUTT HINGE 4x�z12 GA.
SCALE: 6" =1'-0"
9/16"
I n \lOdfPRE SIGN 1IEATXERSTRIP
�QDS-650 SCALE.- 6" =f'-O"
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�`? SCALE.• 6"=1.'-0" �I SCALE:• S" =1'-O" '�`� SCALE.•
18"
ASTRAGAL BOLT °
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SCALE.• 6" =f'-O" � � `•�O
13/16"�
26,' 1 11/16"
3% TOP RAIL (LYL)
XINCE STILE lLVLJ
32 LA7CH STILE LVL
SCALE: 6.. =1
ESALE: - =f- Al
SCALE.• 6" =1"—O"
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ASTRAGAL SILL ODL ALLEN FRAME
18 scALE:• s"=1'-a•• 30 scAL�:• s•• =1'-0"
3/1,6" C—SINK. F— NOTE
1—USE #10 WOOD INSTALLATION SCREW W/ 1 1/27- EM i No 0
WHEN INSTALLING INTO WOOD SUBSTRATE AT HEAD
/ 2—USE #8 x 2 1/2" PFH WOOD SCREW WHEN INSi
/ 3—USE 3/16" 1TW TAPCON ANCHOR W/ 1 1/4" MIN. EM of
WHEN INSTALLING INTO CONCRETE/MASONRY SUBSTRATE AT SA TE SILLS. ^ O . 10-7-11
D�AIL A — COU���INK D�AIL � S
SCALE.- 1/I" =1'—O.• �•�S�ONAI..
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ALENS SPVROU
FLORIOAPEN0.W:Q1 ORAVANG NO,
TV' CERORKS. LLC Jµ10509-D3
127 W, FAUWAN93 AVE STE. 438
HOTTER PARK, FL 3V@9 OF 7
FBPE CERT.OF AU NO.2020
OFFICE USE ONLY:
DATE FILED• 1 \3
REVISION FEE: SO. C00
1.
PERMIT # \ al
RECEIPT #
PLANNING & DEVELOPMENT
BUILDING & CODE REGULATIO:
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5
(772)462-1553 1
APPLICATION FOR BUILDING PERMIT
PROJECT INFORMATION
LOCATION/SITE Al s'I �97 r�
ADDRESS: I �7 37 S� rf /EI�CE� �� 3
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
IN t 't'-FAt) o StU7TF-9S \(✓OyCcJ -r.4 !?Ft T� 1MPAS% QESd71,AJ
3. CONTRACTOR INFORMATION:
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
ST. LUCIE COUNTY CERT. #:
STATE:
FAX:
4. OWNER/BUILDER
A INFORMATION:
NAME: / W 8w; yd)V,4 LP
ADDRESS: 30 2
CITY: FT /E STATE:
PHONE: 77a- �2/ FAX:
5. ARCHITECT/ENGINEER INFORMATION:
NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
SLCCC: 9/23/09
Revised 04/26/2010
ZIP:
ZIP:
ZIP:
FAX:
D - ui�
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWS NCIE
FOR CO
REVIEWED BY
DATE
PLANS AND PER IT
PAUST BE KEPT ON JOB OR
BE MADE
NO INSPECTION" LL
MIdMFI1�4D MIAMI--DADE COUNTY FLORIDA
PRODUCT CONTROL SECTION
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND `dUI:A OI Yi 11805 S.W. 20h Street, Room 208
AFFAIRS (PERA) h`' "'f' Miami, Florida 33175-2474
_ BOARD AND CODE ADMINISTRATION DIVISIONy F 786 315 2599
NOTICE OF ACCEPTANCE OA t 1
PGT Industries �, � �,��,• _ +�.� � 4 , ���
1070 Technology Drive
Nokomis FL 34275 n }
SCOPE:
This NOA is being issued under the applicable rules and regulations over r g the s ,; oft�..c�onstruction
materials. The documentation submitted has been reviewed and accepted by Mi nty PERA-
Product Control Section to be used in Miami -Dade County and other areas where allowed b}-the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "SH 700" Aluminum Single Hung Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. 404020, titled "Alum. Single Hung Window, Impact", sheets 1
through 11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by manufacturer, signed
and sealed by Anthony Lynn Miller, P. E., bearing the Miami -Dade County Product Control Revision stamp
with the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control
Section.
MISSILE IMPACT RATING; Large and Small Missile Impact Resistant.
LIMITATIONS: Miami -Dade County Product Control Approved Shutters Or Protection Devises shall be
required for GIazing Option "M" at installations above 30 Ft, above ground (See sheet 1 of 11).
LABELING: Each unit shall bear a permanent label with the manufacture's name or logo, city, state, model/
series and following statement: "Miami -Dade County Product Control Approved" unless otherwise noted
herein.
RENEWAL of this NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT: The NOA number preceded by the words Miami=Dade County, Florida, and
followed by the expiration date may be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at the request of the Building Official,
This NOA revises NOA No. 11-0405.10 and consists of this page 1, evidence pages E-1, E-2 and E 3, as
well as approval document mentioned above,
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
MIAM dADE CO N7'Y
l•
I9 t, d3
NOA No. 11-1013.14
Expiration Date: March 26, 2016
Approval Date: November 03, 2011
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
A. DRAWINGS
1. Manufacturer's die drawings and sections.
2. Drawing No 4040 20, titled "Alum. Single Hung Window, Impact", sheets 1 through
11 of 11, dated 09/01/2005, with revision "D" dated 10/07/2011, prepared by
manufacturer, signed and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203-94
6) Forced Entry Test, per FBC 2411 3.2.1, TAS 202 94
along with marked up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4957, dated 10/03/06, signed and sealed by Edmundo Largaespada,
P. E.
(Submitted under previous NOA No.07-0322.06)
2. Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
2) Large Missile Impact Test per. FBC, TAS 201 94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4958 and FTL-5063, dated 10/03atid 11/21/06, both signed and
sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA No.07--0322.06)
3. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201--94
2) Cyclic Wind Pressure Loading per FBC, TAS 203 94
along with marked up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Report No. FTL-4645, dated 08/11/05, signed and sealed by Edmundo Largaespada,
P. E.
(Submitted under previous NOA No.07- 0322.06)
4. Test reports on: 1) Large Missile Impact Test per FBC, TAS 201-94
2) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked -up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, Inc., Test
Reports No.'s FTL-4649 and FTL-4723, dated 10/05 and 08/11105, both signed and
sealed by Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05 1018.01)
Jaime D. Casco- , P. E.
Product Control Section Supervisor
NOA No.11-1013.14
Expiration Date: March 26, 2016
Approval Date: November 03, 2011
E.-1
i
Z
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
B. TESTS (CONTINUED)
3) Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Small Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure )goading per FBC, TAS 203-94
6) Forced Entry Test, per F13C 2411 3.2.1, TAS 202-94
along with marked up drawings and installation diagram of an aluminum single hung
window, with fin frame, prepared by Fenestration Testing Laboratory, inc., Test
Reports No.'s FTL-4947 and FTL-4650, dated 08/11105, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05-1018. 01)
4) Test reports on: 1) Uniform Static Air Pressure Test, Loading per FBC TAS 202--94
2) Large Missile Impact Test per FBC, TAS 201-94
3) Cyclic Wind Pressure Loading per FBC, TAS 203-94
along with marked —up drawings and installation diagram of an aluminum single hung
window, with fin flame, prepared by Fenestration Testing Laboratory, Inc,, Test
Reports No.'s FTL-4948 and FTL-4646, dated 08/10105, both signed and sealed by
Edmundo Largaespada, P. E.
(Submitted under previous NOA No. 05 1018.01)
C. CALCULATIONS ; .
1. Anchor verification calculations and structural analysis, complying with FBC 2007,.
dated 01/11/2011, prepared, signed and'sealed by Robert L. Clark, P. E.
Complies with ASTM B1300-04
(Submitted under previous NOA No.11-0128.03)
D. QUALITY ASSURANCE
I. Miami —Dade Department of Permitting, Environment, and Regulatory Affairs (PERA).
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0624.01 issued to E.I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09108111, expiring on 12/11/16.
2. Notice of Acceptance No. 114325.05 issued to Solutia Inc. for their "Saflex and
Vanceva clear and color interlayers" dated 05/05/2011, expiring on 05/21/2016.
Jaime D. Gasco ►, P. E.
Product Control Section Supervisor
NOA No. 11-1013.14
Expiration Date: March 26, 2016
Approval Date: November 03, 2011
E-2
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
1. Statement letter of conformance and compliances with the FBC -2007 , and
FBC 2010, dated October 07, 2011, signed and sealed by Anthony Lynn Miller, P. E.
2. Statement letter of no financial interest and independency, dated October 07, 2011,
signed and sealed by Anthony Lynn Miller, P. E.
3. Laboratory compliance letter for Test Reports No.'s FTL -4957, FTL-4958,
FTL-5063, FTL-4645, FTL-4649, FIFL--4723, FTL-4947, FTL-4650, FTL--4948
and FTL-4646, issued by Fenestration Testing Laboratory, dated 10/03/06 through
08/10/05, all signed and sealed by Edmundo Largaespada, P, E.
(Submitted underprevious NOA No. 07-0322.06 and 05-1018.01)
G. OTHERS
1. Notice of Acceptance No. 11-0405.10, issued to PGT Industries for their Series
"SH-700 Aluminum Single Hung Window - L.M.I.", approved on 04/2112011 and
expiring on 03/23/2016.
9 Q- �-
,Jaime D. Gasc n, P. E.
Product Control Section Supervisor
-NOA No. 11-1013.14
Expiration Date: March 26, 2016
Approval Date: November 03, 2011
E-3
® GENERAL NOTES: IMPACT SINGLE HUNG FLANGED AND INTEGRAL FIN WINDOWS
1. GLAZING OPTIONS: (SEE DETAILS ON SHEET 2)
A 5/16" LAMI CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH A .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
B. 6116" LAMI CONSISTING OF (1) LITE OF 11W ANNEALED GLASS AND (1) LITE OF 1/8" HEAT STRENGTHENED GLASS WITH A .000 DUPONT BUTACITE OR SAFLEXIKEEPSAFE
MAXIMUM PV13 INTERLAYER.
C. 5/16" LAMI CONSISTING OF (2) LITES OF 118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
D. 7/16" LAMI CONSISTING OF (2) LITES OF 3116" ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
E. 716" LAMI CONSISTING OF (1) LITE OF 3/16" ANNEALED GLASS AND (1) LITE OF 3118" HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEXfKEEPSAFE
MAXIMUM PVB.
F. 7/16" LAMI CONSISTING OF (2) UTES OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INTERLAYER.
G.13/16" LAMI IG: (1) UTE OF IV TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1/8" ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAFLEXIKEEPSAFE MAXIMUM PVB INTERLAYER.
0 H.13/1S" LAMI IG: (1) LITE OF 1/8' TEMPERED GLASS, AN AIR SPACE AND 616" LAMI CONSISTING OF (1) LITE OF 1/8" ANNEALED GLASS AND (1) LITE
OF 118' HEAT STRENGTHENED GLASS WITH A90 DUPONT SUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB KrERLAYER.
I. 13/16' LAMI IG: (1) LITE OF 10 TEMPERED GLASS, AN AIR SPACE AND 6/16" LAMI CONSISTING OF (2) LITES OF 1I8" HEAT STRENGTHENED GLASS
WITH AN .090 DUPONT BUTACITE OR SAFLEWKEEPSAFE MAXIMUM PVS INTERLAYER.
J.13/16" LAMI IG: (1) LITE OF 1/8" TEMPERED GLASS, AN AIR SPACE AND 7/18" LAMI CONSISTING OF (2) LITES OF 3H8"ANNEALED GLASS WITH A
.090 DUPONT BUTACITE OR SAFLEXMEEPSAFE MAXIMUM PVB INTERLAYER.
K 13I1S' LAMI IG: (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND 716" LAMI CONSISTING OF (1) LITE OF 3/10" ANNEALED GLASS AND (1) LITE
OF 3/16' HEAT STRENGTHENED GLASS WITH AN .090 DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVEL
L. 13116' LAMI IG: (1) LITE OF IV TEMPERED GLASS, AN AIR SPACE AND 7/16" LAMI CONSISTING OF (2) LITES OF 3/16" HEAT STRENGTHENED GLASS
WITH AN AD DUPONT BUTACITE OR SAFLEX/KEEPSAFE MAXIMUM PVB INI'F.RLAYER.
&M. 13/16" LAMI IG: (1) LITE OF 1/8" ANNEALED GLASS, AN AIR SPACE AND 6/16' LAMI CONSISTING OF (2) LITES OF IV ANNEALED GLASS WITH AN .090 DUPONT BUTACITE OR
SAFLEYJKEEPSAFE MAXIMUM PVB INTERLAYER.
2. CONFIGURATIONS: 'OX° (1H, VIEW AND RADIUS TOP, ALL W/ LOW OR HIGH SILL OPTION)
®3. DESIGN PRESSURES: (SEE TABLES, SHEETS 3)
A. NEGATIVE DESIGN LOADS BASED ON TESTED PRESSURE AND GLASS TABLES ASTM E 1300A2.
S. POSITIVE DESIGN LOADS BASED ON WATER TEST PRESSURE AND GLASS TABLES ASTM E 1300-02.
4. ANCHORAGE: THE 33113%STRESS INCREASE HAS NOT BEEN USED IN THE DESIGN OF THIS PRODUCT. SEE SHEETS S THROUGH 11 FOR ANCHORAGE DETAILS.
S. SHUTTERS ARE NOT REQUIRED.
0. FRAME AND PANEL CORNERS SEALED WITH NARROW JOINT SEALANT OR GASKET.
®7. REFERENCES: TEST REPORTS FTL-4645, FTL4646, FTL-4647. FTL-4648, FTL-4649, FTL4650, FTL-4651, PTL4723, FTLA957, FTL-4958 AND FTL•6083.
ANSI/AFB,PA NDS•2001 FOR WOOD CONSTRUCTION
ADM•2000 ALUMINUM DESIGN MANUAL
0. SERIES/MODEL DESIGNATION SH700, ALSO REFERRED TO AS SH701.
9. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE, INCLUDING THE HIGH VELOCITY
® HURRICANE ZONE (HVHZ).
NOa.sq FL6g VWbly Bette a.`.aw,e sue ar.s Oe1e�'
sumo N75 ! + 11 4040.20
NOA DRAWING MAP
SHEET
GENERAL NOTES .............
I
GLAZING DETAILS ............
2
DESIGN PRESSURES....._
3
ELEVATIONS ... ........... _...
4
VERT. SECTIONS............
5
HORIZ. SECTIONS..........
6
PARTS LIST.....................
0
EXTRUSIONS .......... _......
7
CORNER DETAIL .......... _..
7
ANCHORAGE ............... _..
8.11
FRODUCrIMMED
w eomptying wih the Fkdda
Building Code _ , . _ .
JINN WileP,,�
c
al"� of((
t
A. L�nldIXMAIlLEi3, P.E.
FL P.E.A 58705
® NOTE:
1
LAMI IG OUTBOARD LITES MAY BE
UPGRADED TO 3/16" WITH NO CHANGE
IN DESIGN PRESSURE.
1/2" NOM.
1[j1h" MOM.
GLASS BITE
GLASSBITE
EXTERIOR INTERIOR
�V7" (ALL SECTIONS)
®
37
or 82 63,Sa or 85
70 70
1/0"ANNEALED OR HEAT STRENGTHENED GLASS 3NB"ANNEALED OR HEAT STRENGTHENED CLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER 000 SOLUTIA OR DUPONT PVB INTERLAYER
IVANNEALED OR HEAT STRENGTHENED GLASS 3116" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" NOM. 711W LAMINATED
5/16" LAMINATED GLASS 7/16" LAMINATED GLASS
112" NOM.
GLASS SITE
I
,88 or 92 89,90 or 9'
7D 70
VS' ANNEALED OR HEAT STRENGTHENED GLASS
.090 SOLUTIA OR DUPONT PVB INTERLAYER
1/8" ANNEALED OR HEAT STRENGTHENED GLASS
5/16" LAMINATED
AIRSPACE
1/3" ANNEALED OR TEMPERED GLASS &
13116' NOM.
13116" LAMI IG GLASS W/ 5/16" LAMI
faw/if D M7 CHANGES 7MSSHEET
RIK-
040111
1 C CMWGEDCAP GLASS TYPE70 TEMPERED FROMHG NO K%K-88V
11/I&4B B ADD REMB2 T06/16LW I.G. 0 AW MA 6 LAW IGNOTE PA. QX 1�8
NZBMFL992/I
�MM5 dd 224mr
V2" NOM.
GLASS BITE
1
3/16" ANNEALED OR HEAT STRENGTHENED GLASS
090 SOLUTIA OR DUPONT PVB INTERLAYER
3116" ANNEALED OR HEAT STRENGTHENED GLASS
7/16" LAMINATED
AIR SPACE
IV TEMPERED GLASS&
13/16' NOM.
IWi6" LAMI IG GLASS W/ 7116" LAMI
ING WINDOW IMPAG
2 d 11 "4040-20
WLuz
SSATE of 02, �O� •.,. FL.!�R. �IS
0,10
�'��FSSIONP�
A. L1/I�N' MILD P.E.
FL P.E.# 68705
111 FLANGE OR INTEGRAL FIN WINDOWS Wl HIGH SILL OPTION
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE or 80" 1 W. 70" 72"
74"
TABLE 1.
TB"
48"
A.S,M
+80.0
-80.0
+80,0
-80.0
+80.0
-80.0
+80.0
-60.0
+60.0
•80.0
+80.0
-80.0
+60.o
-80.0
60"
A,B,M
+80.0
-80.0
+80.0
-S0.0
+80.0
.80.0
+8Mo
-80.0
+00.0
•80.0
+60.0
-80.0
+79.0
-79.0
32"
A,S,M
+80.0
00.0
+80.0
-80.0
+BD.O
80.0
+80.0
80.0
+70.8
-78.8
+77.3
-77.3
+769
•75.0
631/8"
A,B,M
+60.0
•80.0
+B0.0
•B0.0
+78.8
.70.8
+78.2
-78.2
+76.9
-76.0
+75A
•76.4
+74.D
.74.0
t)PTOS11/8"
C,D,E,F,G,H,I,J,KL
+Bo.o
-80.0
+60.0
-60.0
+60.0
-60.0
+K0
•80.0
+b0.0
-e0A
+80.0
-00.0
+60.0
-80.0
STANDARD VIEW & RADIUS TOP FLANGE OR INTEGRAL FIN WINDOWS W/ HIGH SILL OPTION ®
BASED ON FLANGED WINDOW TIP -TO -TIP FRAME DIMENSIONS
WINDOW HEIGHT
WIDTH GLASS TYPE I 303ro" 4V' 1 60618" 63" 72' 74"
TABLE 2.
78"
48"
A,B,M
+00.0
-80.0
1 +80.0
1 -80.0
1 +80.0
1 -8D.0
+60.0
•60.0
+7o•0
-70.0
1 +70.0
1 -70.0
+70.0
70.0.
60"
A B,M
+80.0
.80.0
+00.0
-BD.0
+80.0
•80.0
+79.9
•79.9
+70.0
-70.0
+70.0
1 •70.0
+70.0
.70.0
62"
A B,M
+80.0
-80.0
+00.0
-00.0
+00.0
•80.0
+76.9
.76.9
+70.0
.70.0
+8&8
40.6
+07.8
-87.0
631/8"
A,B,M
+80.0
-80.0
+80.0
-60.0
+80.0
•00.0
+75.0
-75.0
I;wo
8&0
+68.1
4)B.7
+65.5
•65.5
UPT003118"
O,H,I,J,KL
+80,0
80.0
+80.0
80.0
+80.0
-D.O
+80.0
-80.0
+70.0
-70.0
+70.0
-70.0
+70.0
•70.0
"0"
MEETING RAIL
HT.
"X" STH
10,
HT. MEETING RAIL
t "XI1"
"O" MINUS
WI SASH
T. HT.
MEETING RAIL
41,
0. 1311V LAMI 10 -118" T, AIH SPACE, 5115" LAMI - 10A,.000,118"A)
FTL4848, 4723
H.13110" LAMI IG -118" T, AIRSPACE, 5118•' LAMI - 01B"A,.090,1/8"HS
FTL-4848
L 13/16" LAMI IG -118" T. AIR SPACE, 6118" LAMI - (118"HS,.080,118"H3)
M-4640
J. ISMS LAMI IG -1/8" T. AIR SPACE, 7118" LAMI - (3119-A,.090, 3/18"A)
FTL-4649, 4050
K. 13/18" LAMI IS -1/8" T. AIR SPACE, 7118" LAMI - (3/1OW-060. 3/1S"HS)
FTL•4849, 4650, 4050
L 13118" LAMI 10.118" T, AIR SPACE, 7/16" LAMI - (3/18"HS .090, 3/18"HS)
FTLr4649, 4650
9
IM 13118" LAMI 10.1183A AIR SPACE 5116" LAMI- (VB••A .080, tl8"A)AN I• IL-Q w I
NOTES: 1. WINDOWS WITH THE LOW SILL OPTION ARE LIMITED TO A POSITIVE DESIGN PRESSURE OF +64.0 PSF OR LOWER AS SHOWN IN THE TABLES. NEGATIVE DESIGN
PRESSURES ARE UNEFFECTED.
2. FOR INTEGRAL FIN WINDOW DESIGN PRESSURES USE THE ABOVE TABLES BY DEDUCTING 1" FROM THE FLANGED TIP -TO -TIP FRAME DIMENSIONS. (�
3. AVAILABLE SASH HEIGHTS FOR CUSTOM WINDOWS ARE 12 618" MINIMUM TO 38" MAXIMUM. &
N-112H. 1
-2ah Bro---- -
.t p
MS 9 r 11 404020
I111111
�•j�.•J�,E.NSF••••., P'iC�i
is ; Ho, 58105
six
�o.FLOR\DP •���:
A. LYISI(IIIUIL, P.E.
FL P.E.9 60705
531/8" MAX. FLANGED WIDTH
52118" MAX. I.F. WIDTH
49 6/S" MAX. FIXED
(ALL)
D
T-FDLO
75
SEE DLO
TABLE
O
%
I.F.MAX,
1 I
Dom+ H"rQ
SDI
I7
TABL
L
,
AX.
TTAE I x / I�I 38SASH1/16
()(MAX.HEIGK
)
VENT DLO (ALL)
DETAIL A
1/1
A
A I.F.
O
HEI
T
76'
MAX.
FLANGED
TE
HEI
HT
X
NO 4
DETAIL B
VIEW (STANDARD SASH)
7T B E�
I 76" MAX. I 76" MAX.
I I.F. I.F.
SEE DLO I HE[ HT E HEI HT
TABLE ® SEE OLD A
TABLE O
O
/ 78" MAX. 78" MAX.
FLANGED � FLANGED
T
HEI HTSEE DLOTABLE X SASSEE DLO TABLE X j g SASH
!J HEIGHT HEIGHT
-7 .--j --F
DETAIL D DETAIL E
VIEW (CUSTOM SASH) RADIUS TOP (CUSTOM SASH)
NOTES:
1. SEE SHEET 6 FOR VERTICAL AND HORIZONTAL SECTION DETAILS.
2. SEE SHEET 7 FOR CORNER DETAIL VIEWS.
3. SEESHEETS 8THROUGH 11 FORANCHORAGE INFORMATION.
4. SASH HEIGHTS FOR STANDARD SASH WINDOWS (DETAILS B & CARE BASED ON A THREE OVER TWO FORMAT.
PA.BOXIM n�I"
N=MBI, FL3W4 . nsibl9 Better eHM
X Of
DETAIL C
VERTICAL DAYLIGHT
OPENING
DETAIL
FIXED LITE
LOW
SILL
HIGH
SILL
A
341/2"
34 3118"
B
415/8"
411/4"
C
411/4"
407/8"
D
52 5/8'
5211/16"
E
521/4'
52 5/1B'
SH
DETAIL
LOW
SILL
HIGH
SILL
A
34112'
34 3116
B
27 7/16"
27118"
C
27 7/16"
271/8"
D
16 31W
15314.
E
16 3/8'
15 3/4"
TABLE 5.
l/VL7 VVIIVUVPY IMI-AL
4 d 11 �404"0
75" MAX
I.F.
HEIGHT
MAX.
FLANGED
HEI HT
S
N E4
"tlllll I/,,,
V4NN Al/4,
55705
of=
�'PO'•.. 9SA GF : � ��
T� .' • flOA�aPtC1����
SION0, '
A. LYI•G U111161, P.E.
FL P.E.# 68705
A
If-2.784•---�{
III INSIDE
Q/ (LOW SILL)
SEE NOTE ABOVE
ULTRALIFT
12 ONLY
NOTE: MIN. (1) SWEEP LATCH AT VENT CENTERLINE OR 26 27
OPTIONAL BOTTOM LOCKS, (1)6' FROM EACH SIDE OF SASH.
INSIDE MAX VENT DAYLIGHT OPENING
NOTE: BALANCE PARTS USED
® BASED ON SASH WEIGHT
9,10,11,15,16
�.•—MAX. FIXED LITE DAYLIGHT OPENING OUTSIDE
r+ MAX. WIDTH
SECTION A -A
INTEGRAL FIN (I.F.) FRAME SECTIONS® INSIDE
47
2. 48
HIGH
SI 2
LOW
31).L
HIGH SILL 48 LOW SILL HEAD
88 2.1710"j
®I.F. FRAME
_T_Ao5E 53 II
OUTSIDE
o
ULTRALIFT
12 ONLY
ALTERNATE HIGH SILL
UTECHNOLOOYORIVE
taoKoneaFLa�c—
T
_E rroi
I+
ALUM. S
NaI�PLl9,0.M2T4
TFL'
l�kfb�•Better
eK.am
BFBDO
SECTION C-C
RADIUS TOP
DETAIL - FLANGED V
ING VVINDOW IMPAC
e e.� -
5 r 91 404020
the modde
�c No.55705
• �i,k� ;may
S1AS60
r
SIONA w
A. LYN VIR10HIt WE.
FL P.E.# 68705
ITEM
DWG#
. DESCRIPTION
PGf#
1
4002A
FLANGE FRAME HEAD
612225
2
1165
08 X 1.000 QUAD PN. SINS
781 POA
3
4003C
FLANGE FRAME SLL(LOWSILLY
612228
5
1628 .
ADHESNE EN CELL FOAM PAD
7PAD1626
8
4064
FLANGE FRAMS
612227
7
4025
SASH STOP
812244
6
4025
SASH STOP (EGRESS)1.128 LONG
612244
B
4029
SPIRAL BALANCE, 3I8",'a' OR I Via"
10
1080
BALANCECOVER, 8f8"OR5w
6BALCVRB70
11
#8X.750PH.PN.6MI8
7034PA
12
BALANCEBOTTOMBRACKET
7BALTBKT
13
10851`1086
SASH TOP GUIDE '
42604
15
#8 Xt PHILLIPS FLATHEAD S. STL
78XIFPAX
16
108D-1
BALANCE COVER,11n8"
6BPLCVRO70
17
4003
SASH STOP COVER
04053
18
4029-1
SASH BRACKET
7ULB KT
19
08.32 X 1Q" I.G. PH. FH. TYPE F S. STL
7832Xl2FPFX
21
4064C
OtkD NE GRAIL
04054C
23
4008C
SAS TO RAIL
64008
25
1236
WSTP 170 X170 BACK FIN SEAL
676160
26
1023
SWEEP LATCH
71006
27
1018
#5 X 0 5 PH. FL.3MS
7068
28
1 4007
SArH 60 RA1L (LOW SILL)
65230
30
1 1228
WSTP., BUILS VINYL
OTP249
31
4008
SASH $1150 RAIL
612231
34
1268
SASH PACE GUIDE
42501
36
1622
LAMSETTINOBLOCK3/32"X26184"X1°
7122K
.36
1052
lAM 10 8&T11N0 BLOCK 1"X 314" X 1118"
71062K
37
1224
VINYL GLAZ. BULB IC
OTP247W,K
38
1226
NNYLG B BULB(THIN)
6TP24.0K
41
40300
GLAZING SM. SMS LAM. GLASS.
640390
42
4044B
GLAZING BEAD, 5n6 LAWVVIORLL KIT
844703
44
4222A
GLAZM B 7n8"
64 222
45
985C
GLAZING BEAD, 7116" LAM W/GRILL KIT
6985
46
4067
OWING DEAD, 13n8" LAN I.O.
64067
47
4071A
FRAME. I.F. H
04071
46
4072A
FRAME,L .LOWSILL
64072
49
4073A
FRAfiE, LF. HIGH SILL
64073
60
4074B
FRANE,IF. JAM6
64074
62
4009
SILL LATCH (EGREW (LOWSLL)
764009
53
1086
SPRING, SILL LATCH (EGRESS
76PRNO
4
2740
SILLLATC SS EIG LL)
62740
55
1014
SCREEN FRAME (NOR. 8 VER.)
61014
68
1630
SCREEN CORNER KEYW/RINGS
71630
67
1831
SCREEN CORNER KEY W/OUT RINGS
71631
68
1073
SCREENSPRINO
7CASP
59
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1635
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81610
83
605
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2
65B3V314501
64
1161
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708X7
87
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4051A
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04061
8B
4050A
FLANGE FRAME SILL HIGH 81LL)
64060
70
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60
GLASS,
5(lW' , (1 A,.OB0 PVII,IIW'
81
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62
C, GLASS, 6116" LAM, (118°HS,.090 PV9,118°HS
83
D. GLASS, 7118" LAM, 1/8"A•090 PVB,118"
84
E. G.ASS, 7/18' (1)VA•090 PV3,118°HB)
85
LASS,7118"LM�O,(116°H8,.090PUS,1/8'HS)
86
G. GLASS, 13116" IG;118'T, AIR SPACE, 6n8° LAM, 116"A.OBD PVB,1/0 A)
87
H. GLASS, 13/16" LAM 10;118"P, M SPACE, 511 "LAM, (1/B A.090 A/8'HS
88
I. GLASS,13/1 V LAM 10;1/8"P, AIR SPACE, 5/1 B" LAM, (1/8"HS,.000 PVB,1/8'HS)
89
J. GLASS,13/16" 10;118-T, AIR SPACE, TMV LAN, OR 6°A•090 PVB 16"A)
00
K. S,13/18" IG;118T,AIRSPAC 7n8"LAW, (3/16AA00PVB,3/18"HS)
81
L OLAS3,13n8°LAM 101/87, AIR SPA(3n8"HS,.090 PVB,3n8'HS
92
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�— ALUM. SINGLE HUNG WINDOW IMPAC
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A. LYNIIMILLLA; P.E.
FL P.E.# 68705
ANCHOR QUANTITIES FOR 111 FLANGED WINDOWS TABLE S.
WINDOW HEIGHT
SUBSTRATE: 28.603 1 34.603 1 0.603 46.603 52.603 58803 64.603 76.000
ANCHOR TYPE:
p
"ONZ
N
U
O�ON
U
Ze'ONZ
p
U
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U
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0
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0
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0
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WINDOW
WIDTH
GLASS
TYPE
18.125
C,D,E,F,G,
H,IJ,K,L
1
1 21
1
1
1
1 1
1
1 2
1
1 1
1
1 2
_1
2 2
1
1 2
1
2 2
1
2 2
_7
2 2
1
2 2
1
2 2
1_
2 2
1
2 2
1
2 2
1
2 2
_7
2 2
1
2 2
_1
2 2
1
2 2
1
2 3
1
2 2
1
3 3
A,BM
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1_
1
1_
1
1
1
12
1111121112221222222222222222222222222222232233
_1
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24.000
H,I,J,K,L121112121212221222222.222222222232222232223332233
AB,M
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
129112121212221222222222222222232222232223332233
_1
_1
_1
_1
C,D,E.F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
2
1
1
32000
H,I,J,K,L
721
222231222231223232223232223332233343233343344
_1
A,B,M
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
121222
3:1222231223232223232123332233343233343341
C,D,E,F,G,
1
1
1
1
1
1
2
1
1
2
1
2
2
1
2
2
1'
2
2
1
2
2
1
2
37.000
H,I,J,K,L
221
222
337
22323222323222323232334233334
3334353
344
1
1
1
1
1
1
2
1
1
2
1
2
1
2
2
1
2
2
1
2
2
1
2
ABM
2 2
1 2
2 2
2 3
1 2
2 3
2 3
2 2
2 3
2 3
2121
2 3
_2
2 3
2 3
2 3
3 4
2 3
3 3
3 4
3 3
3 4
3 5
3 3
4 4
PSF
79
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
_2
2
2
2
2
2
2
2
2
40.000
2:1
222232223232223232323242333342334353334453344
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
_2
2
2
2
2
2
VHK
221222232223232223232323242333342334353334463344
79
44.000
,,,,
2
2222222
2
2
2
322232
2
2
2
322332423333423333423343
2
2
2
2
2
2
2
2
2
2
_2
2
53334453445
2
2
2
2
2
A
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
B,M
222222232223232233242333342333342334353334453445
`2
PSF
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
48.000
H,I,J,K,L
2222222322233423333423343423343
53334353345463455
ARM
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
222222232223342333342334342334353334353345463455
PSF
72
79
79
C,D,E,F,G
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
3
3
2
3
53.125
H,I,J,K,L
2222222
32223342334
34
233434333435334446344546
3456
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
3
2
2
3
2
3
ICBM
2 2
_2
2 2
2 2
2 3
2 2
2 3
3 d
2 3
3 g
3 4
2 3
3 4
3 4
3 3
3 4
3 5
3 3
4 4
4 5
3 3
4 5
4 6
3 4
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P.O. 1911Q0 Blau e[
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1/1
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1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS
2. 1/4" ELCO 864 CRETE•FLEX
® 3-412 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS.
HEAD-181/2" MAX. FROM TOP CORNERS
JAMBS -17 1/2" MAX FROM TOP CORNERS
16" MAX. FROM BOTTOM CORNERS
8" MAX BELOW MTG. RAIL
® SILL - ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
GUANTTIES USING THE DIMENSIONAL CRITERIA OF
VOTE 2.
4. TABLE WIDTH AND. HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
ARE 1" LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITAUCIZED VALUE ABOVE THEM, INDICATE A
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
TABLE KEY:
MAC. PSF
(DP LIMITED) 118
HEAD 2
JAMB ABOVE 2 3
MTG. RAIL
RODUCTEEVISEI
complying with the
uEdingcngu
coeptaucsNo J
W..
JAMB BELOW
Ieml de ProdM
MTG. RAIL
(FULL DP)
I II II Ili -
M1(4F'rrr
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JAMB ABOVE 2 3J�isr
\�`�`V�VNN
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MTG. RAIL
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No•56105
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VINDOWS
IW, IMPACT
.cone rt.s
404020 D
FL P.E.058706
ANCHOR QUANTITIES FOR STANDARD VIEW AND RADIUS TOP FLANGED WINDOWS TABLES.
WINDOW HEIGHT
SUBSTRATE:
29.655
37.155
44.655
62,165
59.655
67.165
74.655
76.000
ANCHOR TYPE.
o
coo
N
O
Z—Zco0
NO
U
ON
o
p$
U
z
NOON
U
zrk
o
O
Z�Zcl
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O
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U
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Coro
0
U
Z—z
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U
WINDOW
GLASS
WIDTH
TYPE
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
U
C,D,E,F,G,
1
1
1
1
1
1 1
1
1
1
1 11
1
1
1
1
1
1
1
1
1
1
1
1
1
H,I,J,K,L
1 1
-ITT
1 1
2 2
2 1
2 2
2 2
2 1
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
3 2
2 2
3 2
3 2
2 2
3 2
19.125
A,B,M
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1 1
1 1
1 1
2 2
2 1
2 2
2 2
2 1
2 2
_1
2 2
2 2
2 2
2 2
2 2
_1
2 2
2 2
2 2
2 2
3 2
2 2
3 2
3 2
2 2
3 2
PSF
79
C,D,E,F,G,
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
24.000
H,I,J,K,L
11
1 1
11
221
1
2222222222222222
2232322322232322232
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
1
L22ili
A,B,M
1 1
1 1
1 1
2 2
1 1
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
2 2
3 2
3 2
2
3 2
2 2
3 2
3 2
2 2
3 2
PSF
69
77
C,D,E,F,G,
1
1
1
1
1 1
1
1
1
1
2
1
1
2
1
1
1
1
1
1
1
1
1
1
1
32.000
H,I,JKL
11
]1-1
11
22222223222233223333
3233332233433243433243
1
1
1
1
1
1
1
1
1
2
1
1
2
1
1
1
1
1
1
1
1
1
1
1
A,B,M
1 1
1 1
111
2 2
2 2
2 2
2 3
2 2
2 2
3 3
2 2
3 3
3 3
3 2
3 3
3 3
2 2
3 3
4 3
3 2
4 3
4 3
3 2
4 3
59
B7
79
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
37.000
1 1
1 1
1 1
2 2
2 2
2 2
2 3
2 2
2 3
3 3
2 2
3 3
3 3
3 3
4 3
3 3
3 2
3 3
43324
34
4
3 2
4 3
rH.I.JKL
1
1
1
2
1
1
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
2
1
2
1 1
1 1
1 1
2 2
2 2
2 2
2 3
2 2
2 3
3 3
2 2
3 3
3 3
3 3
4 3
3 3
3 2
3 3
4 3
3 2
4 3
4 4
3 2
4 3
5f
79
82
79
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
40.000
H,I,J,K,L
111111
22222223223333
2233433343333343443343443363
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
2
2
2
2
2
2
2
2
A,B,M
1 1
1 1
1 1
2 2
2 2
2 2
2 3
2 2
3 3
3 3
2 2
3 3
4 3
3 3
4 3
_2
3 3
3 3
4 3
4 4
3 3
4 3
4 4
3 3
5 3
PSF
49
79
56
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
44.0DO
H,I,J,K,L
111
111
222
22233
2233342333443343443343443
34344
3354
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
ABM
1 1
1 1
1 1
2 2
2 2
2 2
3 3
2 2
3 3
3 4
2 3
_2
3 3
4 4
3 3
4 3
4 4
3 3
4 3
4 4
3 3
4 3
4 4
3 3
5 4
PSF
45
74
51
74
79
79
C,D,E,F,G,
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
2
3
2
17
2
48.000
H,I,J,K,L
111
111
222222332233343333443344443344444
36444
43
54
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
2
2
2
3
2
2
3
2
2
ABM
1 FI
1 1
1 7
2 2
2 2
2 2
3 3
2 2
3 3
314
3 F3
3 3
4 4
3 3
4 4
4 4
3 3
4 4
4 4
4 3
5 4
4 4
4 3
6 4
PSF
41
67
46
67
76
79
C,D,E,F,G,
2
2
2
2
2
2
3
2
3
2
3
3
2
3
3
2
3
3
2
3
3
2
3
b3.125
H,I,J,K,L
111
111
2 2222233
'ZI2
333344
3344443344443344554
354
554364
AM
2
2
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
2
3
2
3
3
2
3
1 1
1 1
11112121212
21213
131313131314
4
3 3
4 4
4 4
3 3
4 4
4 4
3 3
4 4
5 4
4 3
5 4
5 4
4 3
5 4
INOCNANGES7MSHEET
PA.8QX 76� - - � --�-- ---
NOKOMIs. FL91Z/4 V4ib(y Better sH70o NTS 9 • 11
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1-1/4" ELCO TAPCONS
2 -1/4' ELCO S84 CRETE-FLEX
® 3-#12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE
FOLLOWING DIMENSIONS:
HEAD-181/2' MAX. FROM TOP CORNERS
JAMBS-171/2" MAX, FROM TOP CORNERS
15" MAX. FROM BOTTOM CORNERS
6' MAX BELOW MTG. RAIL
®SILL •ANCHORS NOT REQUIRED
3. INSTALL PER THE ADJACENT TABLE ANCHOR
QUANTITIES USING THE DIMENSIONAL CRITERIA OF
®NOTE 2.
4. TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS
®ARE 1"LESS.
5. DESIGN PRESSURE LIMITATIONS:
SIZE BLOCKS OF THE ADJACENT TABLE WITH A
BOLD ITALICIZED VALUE ABOVE THEM, INDICATE
MAXIMUM DESIGN PRESSURE WITH THE QUANTITY
OF ANCHORS SHOWN IN BOLD. OTHERWISE, THE
MAXIMUUM DESIGN
PRESSRE FOR TH
RESPECTIVE SIZE
AND GLASS TYPE IS
AVAILABLE.
A
TABLE KEY:
MAX. P
MTG. RAIL
JAMB BELOW
MTG. RAIL
JAMB ABOVE 2 2
�20� •��ENSF '�'
MTG. RAIL
`:
O6
JAMB BELOW
N •'*
*: o
MTG. RAIL
= (0 0 l
O•••. g1AT OF r
'; p
�� Off. ••,• FLOR�Q�'' •C1
F
'�, SNNSIONP�
A. LYMILL�I1; P.E.
DARD VIEW
W, IMPACT
vw w.
4040M D
FL P.E.B 68705
ANCHOR QUANTITIES
ABOVE MEETING RAIL HEAD & JAMBS1
CUSTOM FLANGED WINDOW
HEIGHT MINUS SASH HEIGHT TABLE 7.
WINDOW HEIGHT
MINUS SASH HEIGHT FROM
TABLE 8.
SUBSTRATE:
17.125
22.668
28.211
33.54 1
39.296
44.839
50,382
65.925
ANCHOR TYPE:
CIO
NV�vc-T
Qo
0
0
0
1`�SNU�ON$zm
po
0
O
o
0
NO'UN5N�'UN5N�'ONSNV�UN�$N0
U
go
c�
O
zmo
og
c)
U
oQ
U
0
o
0
U
0
W
WIWINDTH
GLASSN
TYPE
19.125
D.E,F.J,
K L
1
_._..
1
1
__----
1
1
1
1
---
2
1
--
2
1
--'--
2
1
----
2
1
----
2
1
--
2
1
2
1
2
1
2
1
2
1
2
1
2
1
3
1
2
1
3
1
3
1
2
1
3
1
3
1
-._...
3
1
___.
3
24.000
D,E.F,J,-'�---.1_�...-'1---1-'--.�_.
K,L
1
1
1
2
2
2
2
2
2
2
2
3
3
2
3
3
2
3
3
3
3
3
3
4
32.000
O.E F,J,
K,L
. 1
9
_ 1
1
1
1
1
2
1_
2
1
2
2
3
1
2
1
3
2
8
1
3
1
3 '--3
1_
-1--
_- 1 _-
1
3
1
4
3
4
...4.
3
4
5
3
5
PSF
79
37.000
D.E.F,J.
K,L
1
1
1
1-
1
1-
2
2
1
2
2
2
2
3
1
2
2
3
2
3
1
3
2
4
2
3
1
3
2
3
2
4
1
3
2
4
2
4
1
4
2
6
2_
5
1
4
2_
5
PSF
79
79
79
79
40.000
D,E,F,A
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
2
1 2
2
2
2
2
2
2
K.L
1
1
1
2
2
2
3
3
3
4
1 3
4
4
1 3
1 4
4
3
6
4
4
5
5
4
6
PSF
79
76
79
1 77
1 79
79
79
44.0D0
D,E.F,J,
2
2
2
2
2
2
2
2
2_
2
2
2
2
2
2
2
2
2
2
2
2K,L
1
1
1
2
2
2
3
3
4
4
4
3
5
4
3
6
5
4
6
5
4
6
PSF
78
79
70
79
79
71
79
76
48.000
DE,F,J,
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
K,L
1
1
1
2
2
2
3
3
f22
4
4
5
4
b
5
4
8
6
4
8
6
8
8
PSF
71
78
83
71
79
64
74
69
53.125
D,EFJ,
2
2
2
2
2
2
3
22
3
3
2
3
3
2
3
3
2_
3
3
2_
3
K,L
1
11
2
2
2
3
34
4
'5
4
5
8
6
8
8
5
7
8
5
7
ANCHOR QUANTITIES AT JAMBS BELOW MEETING RAIL, CUSTOM FLANGED WINDOWS BASED ON SASH HT.
TABLES.
SASH HEIGHT
SUBSTRATE.
12.776
16.776 1
18.776
21.776
2A.776
27.776
30.776
31.106
ANCHOR TYPE.
o
N
of
N oD
U^
o
t..lN
N
0D
N
8'$t+/
p�
oQ
N
$
N p
U'
p
°0
c7§
. Q
N
U
e oo
fiN
N
N (ZOO
U'UN$
�p
QQ�
N
Q
(7'
cp1
U�$
QQo
N Qu
v'
po
N Zq0
0
WINDOW
WIDTH
18.125
1
1
1
2
1
2
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
2
Z
2
24.000
2
1
1
2
1
2
2
2
2
2
2
2
2
2
2
2
2
2
3
2
2
3
2
2
32.000
2
1
2
2
2
2
3
2
2
3
2
3
3
2
3
3
2
3
4
2
3-
4
2
1 3
79
37.000
2 1 2
2
2 2
3 2 3
3 2 3
3 1 3 1 3
3 3 3
4 3 3
4 3 4
74
40.000
2 2 2
2
2
2
3 2 3
3 2 3
3 3 3
4 3 3
4 3 4
4 3 4
68
78
44.000
2 T 2 2
2
2
2
3
2 3
3 3 3
4 1 3 1 3
4 3 4
5 3 A
5 3 4
63
72
79
48.000
2
2
2
3
2 3
—WW2�2
4 3 3
.4 3 4
4 3 4
5 3 4
5
58
88
72
53.125
2
2
2
3
3 1 3
1 4 3 1 4
1 4 1 3 1 4
1 b 1 3 1, 41
5 1 3 1 5
1 5 1 3 1 5
ANCHORAGE NOTES:
1. ANCHOR TYPES: 1-114" ELCO TAPCONS
2 -1W ELCO 554 CRETE-FLEX
3 - #12 SCREWS
2. ANCHOR LOCATIONS ARE BASED ON THE FOLLOWING
® DIMENSIONS:
HEAD-18112" MAX. FROM CORNERS
JAMBS-17117' MAX. FROM TOP CORNERS
11 1/2" MAX. ABOVE THE MEETING RAIL
8" MAX BELOW MTG. RAIL
15" MAX FROM BOTTOM CORNERS
SILL - ANCHORS NOT REQUIRED
3. DETERMINE THE ANHCOR QUANTITIES FOR CUSTOM
® VIEW WINDOWS FROM TABLES 7. AND S. USING THE
DIMENSIONAL CRITERIA OF NOTE 2. USE TABLE 7. FOR
ABOVE THE MEETING RAIL AND TABLE 8. FOR BELOW.
A. AVAILABLE SASH HEIGHTS FOR CUSTOM VIEW
® WINDOWS ARE 12 518" MIN. TO 38" MAX.
TABLE WIDTH AND HEIGHT DIMENSION ARE FOR
FLANGED WINDOWS. INTEGRAL FIN DIMENSIONS ARE
1" LESS.
6, DESIGN PRESSURE LIMITATIONS:
® SIZE BLOCKS OF THE ADJACENT TABLE WITH A BOLD
ITALICIZED VALUE ABOVE THEM, INDICATE A MAXIMUM
DESIGN PRESSURE WITH THE QUANTITY OF ANCHORS
SHOWN IN BOLD. OTHERWISE, THE MAXIMUM DESIGN
PRESSURE FOR THE
RESPECTIVE SIZE AND
GLASS TYPE IS
AVAILABLE.
® TABLE 7. KEY:
MAX. PSF
(DP 1110TED) 112
HEAD 2
JAMB ABOVE 2
MTG. RAIL
(FULL DP)
HEAD 2
JAMB ABOVE 4
MrG. RAIL
® TABLE 8. KEY:
c Can1m1
MAX PSF
oFm
(DP LIMITED)
112
JAMB BELOW1
2 1ItUun
i
4....,41144
MTG. RAIL
.`� p0�
FULL DIP)
JAMB BELOW 2
Q
58705
=
MTG, RAIL
•k
= G(o a
•• ,OF
CUSTOM VIEW
''O�
S7pT ;' ��
' �'o�� •. FcoR1o? :aC�:
- K —imaroe ._B dEb7SPiCdwit'i1�ri9irE�(Ar�Tdk'bii'r§ amrc7EoevsaEI rae� 163" I �, - - - grow . A. LYNNMILLVA; P.E. I I
�; —7 nm, 11oKonita Fl.aus+ V"ly Bettor sumo NTS 10 + 11 4040.20 D FL P.E.# 68706
FK 7f1R/O6 Jd 21W77
eLl EXTERIOR INTERIOR
ALL HEAD AND SILL DETAI )
® CONCRETEANCHOR
3.35 KSI MIN. CONCRETE (SEE NOTE 1 & 3) ® 2x WOOD BUCK WOOD ANCHOR
A(SEE NOTE 4) (SEE NOTE 2 & 3)®
"� • 1 3/8' MIN., 114"TAPCON®
.'; .1•.314"MIN.,1/4" CRETE•FLEX +"
OPTIONAL 1x o - _M
WOOD BUCK
(SEE NOTE 4)
va• 114'
MAX MAX
SHIM SHIM
DETAIL A DETAIL B
TYPICAL FLANGED HEAD ANCHORAGE
1 3/8'
MIN. r
1 114'
114• MAXSHIM MAN.
114" MAX.
CONCRETE ANCHOR,
FH BELOW MEETING
A'
RAIL. (SEE NOTE 1 & 3)
�•
335 KSI MIN. CONCRETE
,•r„i
OR 1.6 KSI MIN. CMU®
1x BUCK OPTIONAL
WITH SOLID CONCRETE
SUBSTRATE
(SEE NOTE 4)®
DETAIL C
131" DIA. M
x211VW
AT CORNE
AND 5' C
1. FOR CONCRETE APPLICATIONS IN MIAMI•DADE COUNTY, USE ONLY MIAMI-DADE COUNTY
APPROVED 1/4' ELCO TAPCONS OR IW SS4 CRETE-FLEX. MINIMUM DISTANCE FROM
ANCHOR TO CONCRETE EDGE IS 1 3W.
2. FOR WOOD APPLICATIONS IN MIAMI-DADE COUNTY, USE #12 STEEL SCREWS (GS) OR
1/4• SS4 CRETE-FLEX.
3. FLAT HEAD ANCHORS, WHERE REQUIRED, MUST 14AVE#12 TRIMFIT HEADS.
4. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1x ARE BUCKS WHOSE
TOTAL THICKNESS IS LESS THAN 1 112". 1x WOOD BUCKS ARE OPTIONAL IF UNIT CAN BE
INSTALLED DIRECTLY TO SOLD CONCRETE. WOOD BUCKS DEPICTED AS 2x ARE 112"
THICK OR GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE
ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING JURISDICTION,.
S. FOR ATTACHMENT TO ALUMINUM: THE MATERIAL SHALL BE A MINIMUM STRENGTH OF
6063-T6 AND A MINIMUM OF 118• THICK. THE ALUMINUM STRUCTURAL MEMBER SHALL BE
OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME SIMILAR TO THAT
SHOWN IN THESE DETAILS FOR 2x WOOD BUCKS. THE ANCHOR SHALL BE A#12 SHEET
METAL SCREW WITH FULL ENGAGEMENT INTO THE ALUMINUM. IF THESE CRITERIA ARE
MET, THE RESPECTIVE DESIGN PRESSURES AND ANCHORAGE SPACING FOR TAPCONS
MAYBE USED. A FLANGED FRAME COMPONENT MAYBE SUBSTITUTED FOR AN
INTEGRAL FIN FRAME COMPONENT FOR MULLED APPLICATIONS. FOR INTEGRAL FIN
MULLED APPLICATIONS IT IS EXCEPTABLE TO REMOVE THE FIN AND ATTACH TO THE
MULL THROUGH THE FRAME USING THE FLANGED FRAME ANCHORAGE REQUIREMENT,
6. ANCHORS ARE NOT REQUIRED AT THE SILL OF FLANGED UNITS.
7, MATERIALS, INCLUDING BUT NOT LIMITED TO STEEL SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE REQUIREMENTS OFFBC CURRENT,
EDITION, SECTION 2003.8A (SUPPLEMENT 2005).
WOOD ANCHOR,
FH BELOW MEETING
RAIL.(SEENOTE2&3)
INTERIOR
(ALL JAMB DETAILS)
EXTERIOR
2x WOOD BUCK
(SEE NOTE 4)®
DETAIL D
TYPICAL FLANGED JAMB ANCHORAGE
AN
E'J; vm
DETAIL F, (HEAD)
va
MAX. I �—
SHIM I
pm,
WOOD FRAME
FRAME�
.131' DIA. MIN.
x 2112' NAIL,
AT CORNERS
AND 6" O.C.
.
x 2112' NAIL,
AT CORNERS
AND W O.C.
DETAIL E, (JAMB)
TYPICAL INTEGRAL FIN ANCHORAGE
DETAILDETAIL G, (SILL)
P.O
NOXMIS, R. MV4 VLIb(y 8st4r �`
smso NTS H • N
1/4"
MAX.
SHIM
FRAME
LYNN M11le i,�'
68105 '
"O lu
' 'p F
''' �s1Aff€o
IMPACT
A. LYNNMILLiA, P.E.
4040,20 D FL P.E.A' 58705
MIAMFlaADE MIAMI—DADE COUNTY, FLORIDA
DUCT CONTROL SECTION
'1 1805 SW 26 Street, Room 208
DEPARTMENT OF PERMITTING, ENVIRONMENT, AND REGU
AFFAIRS (PERA)
M —Florida 33175-2474
BOARD AND CODE ADMINISTRATION DIVISION
4`p 6)315-2599
NOTICE OF ACCEPTANCE (NOA) ,amiila eioy/6erat
PGT Industries q1M,
1070 Technology Drive
Nokomis,.Fl 34275 VA
SCOPE:
This NOA is being issued under the applicable rules and regulations governing the us, uction
materials. The documentation submitted has been reviewed and accepted by Miami Dade Co{tnty` PERA-
Product Control Section to be used in Miami -Dade County and other areas where allowed by the Authority
Having Jurisdiction (AHJ).
This NOA shall not be valid after the expiration date stated below. The Miami -Dade County Product Control
Section (In Miami -Dade County) and/or the AHJ (in areas other than Miami -Dade County) reserve the right
to have this product or material tested for quality assurance purposes. If this product or material fails to
perform in the accepted manner, the manufacturer will incur the expense of such testing and the AHJ may
immediately revoke, modify, or suspend the use of such product or material within their jurisdiction. PERA
reserves the right to revoke this acceptance, if it is determined by Miami -Dade County Product Control
Section that this product or material fails to meet the requirements of the applicable building code.
This product is approved as described herein, and has been designed to comply with the Florida Building Code,
including the High Velocity Hurricane Zone.
DESCRIPTION: Series "PW-701" Aluminum Fixed Window - L.M.I.
APPROVAL DOCUMENT: Drawing No. 4259-4 titled "Aluminum Picture Window, Impact", sheets I
through 8 of 8, prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/11, signed and
sealed by Anthony Lynn Miller, P. E., bearing the -Miami -Dade County Product Control Revision stamp with
the Notice of Acceptance number and Expiration date by the Miami -Dade County Product Control Section.
MISSILE IMPACT RATING: Large and Small Missile Impact Resistant.
LABELING: Each unit shall bear a permanent label with the manufacturer's name or to' state,
go, city,
model/ series and following statement: "Miami -Dade County Product Control Approved" unless otherwise
noted herein.
RENEWAL of this ' NOA shall be considered after a renewal application has been filed and there has been
no change in the applicable building code negatively affecting the performance, of this product.
TERMINATION of this NOA will occur after the expiration date or if there has been a revision or change
in the materials, use, and/or manufacture of the product or process. Misuse of this NOA as an endorsement of
any product, for sales, advertising or any other purposes shall automatically terminate this NOA. Failure to
comply with any section of this NOA shall be cause for termination and removal of NOA.
ADVERTISEMENT; The NOA number preceded by the words Miami -Dade County, Florida, and
followed by the expiration date may I be displayed in advertising literature. If any portion of the NOA is
displayed, then it shall be done in its entirety.
INSPECTION: A copy of this entire NOA shall be provided to the user by the manufacturer or its
distributors and shall be available for inspection at the job site at ' the request of the Building Official.
This NOA revises NOA No. 10-0504.05 and consists of this page 1, evidence pages E-1 and E-2, as well as
approval document mentioned above.
The submitted documentation was reviewed by Jaime D. Gascon, P. E.
NOA No. 11-1110.15
Expiration Date: February 19,2014
Approval Date: February 02,2012
Page 1
PGT Industries
NOTICE OF ACCEPTANCE: " EVIDENCE SUBMITTED
A. DRAWINGS
` . 1. Manufacturer's die drawings and sections.
(Submitted under previous NOA No. 03-1105.01)
2. Drawing .No. 4259-4 titled "Aluminum Picture Window, Impact", sheets 1 through 8 of
8; prepared by manufacturer, dated 07/14/03 with revision "D" dated 10/18/1 f, signed
and sealed by Anthony Lynn Miller, P. E.
B. TESTS
1. Test reports on: 1) Air Infiltration Test, per FBC, TAS 202-94
2) Uniform Static Air Pressure Test, Loading per FBC, TAS 202-94
3) Water Resistance Test, per FBC, TAS 202-94
4) Large Missile Impact Test per FBC, TAS 201-94
5) Cyclic Wind Pressure Loading per FBC, TAS 203 94
along with marked -up drawings and installation diagram of aluminum fixed window,
prepared by Fenestration Testing Laboratory, Inc., Test Reports No.'s FTL-3835 and
FTL--3850, dated 07/18 and 31103, all signed and sealed by Joseph C. Chan, P. E.
(Submitted under previous NOA No. 03 1105.01)
C. CALCULATIONS
1. Anchor verification calculations and structural analysis, dated 08/19/10 complying with
FBC-2007, prepared by manufacture, signed and sealed by Anthony L. Miller, P. E.
(Submitted under previous-NOA No. 10-0504 05)
2. Glazing complies with ASTM E1300-02/ 04
D. QUALITY ASSURANCE
1. Miami -Dade Department of Permitting, Environment, and Regulatory Affairs (PERA)
E. MATERIAL CERTIFICATIONS
1. Notice of Acceptance No. 11-0325.05 issued to Solutia, Inc, for their "Saflex -- Clear or
colored Interlayer" dated 04/21/11, expiring on 04/21/16,
2. Notice of Acceptance No. 11- 0624.01 issued to E. I. DuPont DeNemours & Co., Inc.
for their "DuPont Butacite® PVB Interlayer" dated 09/08/11, expiring on 12/11/16.
F. STATEMENTS
1. Statement, letter of conformance and compliance with the FBC-2007 (with the 2009
supplement) and FBC-2010, dated 10/29/11, signed and sealed by Anthony Lynn Miller,
P. E.
2: Statement letter of no financial interest and independence, dated 10/29/11, signed and
sealed by Anthony Lynn Miller, P. E.
9"- �:�-
Jaime D. Gascon, P. E.
Product Control Section Supervisor
NOA No. 11-1110.15
Expiration Date: February 19, 2014
Approval Date: February 02, 2012
E-1
PGT Industries
NOTICE OF ACCEPTANCE: EVIDENCE SUBMITTED
F. STATEMENTS
3. Letter of Adoption of as his Own, the Work of another Engineer per Section
61G15 27.001 of the F.B.P.E., dated 08/19/10 signed and sealed by Anthony Lynn
Miller, P. E. .
(Submitted under previous NOA No.10-0504.08)
4. Statement letter of conformance and compliance with the Florida Building Code, dated
08/19/10 signed and sealed by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No.10-0504.08)
5. Statement letter of no financial interest and -independence, dated 08/19/10 signed and
sealed by Anthony Lynn Miller, P. E.
(Submitted under previous NOA No. 10-0504. 08)
6. Laboratory compliance letter for Test Reports No.'s FTL-3835 and FTL-3850, issued
by Fenestration Testing Laboratory, Inc., dated 07/31/03, signed and sealed by Joseph C.
Chan, P. E.
(Submitted under previous NOA No. 03-1105.01)
G. OTHERS
1. Notice of Acceptance No. 10-0504.05, issued to PGT Industries for their Series "PW-
701 Aluminum Fixed Window - L.M.I." approved on 09/22/10 and expiring on 02/19/14.
Jaime D. Gascon, . E.
Product Control Section Supervisor
NOA No.11-1110.15
Expiration Date: February 19, 2014
Approval Date: February 02, 2012
E-2
NOTES: SERIES 701 ALUMINUM FIXED WINDOW
1. DIRECTIONS FOR USE:
A. DETERMINE THE PRODUCT'S MAXIMUM DESIGN PRESSURE
FROM EITHER TABLES ON SHEET 2 (DEPENDING ON YOUR GLASS
TPE).
B. DETERMINE THE TYPE AND QUANTITY OF ANCHORS REQUIRED
TO MEET THE WINDOWS DESIGN PRESSURE FROM SHEET 6 FOR
WOOD SUBSTRATES, OR SHEET 7 FOR MASONRY SUBSTRATES.
SPACE ANCHORS APART EQUALLY PER NOTES ON SHEET.
C. USE SHEETS 3 THROUGH 6 TO INSTALL PRODUCT,
REFERENCING NOTES FROM SHEETS 6 & 7.
2. DESIGN PRESSURE RATINGS: NEGATIVE DESIGN LOADS 114SED
ON TESTED PRESSURE AND ASTM E1300-02, 3-SECOND GUST.
POSRNE DESIGN LOADS BASED ON WATER TEST PRESSURE AND
ASTM E1300-02, 3-SECOND GUST.
3. ANCHORAGE: THE 33-1/39 STRESS INCREASE HAS NOT BEEN
USED IN THE DESIGN OF THIS PRODUCT. MATERIALS, INCLUDING
BUT NOT LIMITED TO STEEL, SCREWS, THAT COME INTO CONTACT
WITH OTHER DISSIMILAR MATERIALS SHALL MEET THE
REQUIREMENTS OF THE FLORIDA BUILDING CODE. LOAD
DURATION, Co. OF 1.6 WAS USED IN WOOD SUBSTRATES ONLY.
4. SNLITIER REQUIREMENT: NONE REQUIRED
5. MATERIALS USED FOR ANCHOR EVALUATIONS WERE SOUTHERN
PINE, C-90 CONCRETE MASONRY UNITS AND CONCRETE WITH
MIN. KSI PER ANCHOR TYPE, SEE SHEET 7.
S. REFERENCES: TEST REPORTS. FrL-3835 & FTL-3850, NGA:
07-0425.01 (ULTRACON), 03-0225.05 (CRETE-FLEX),
ANSI/AF&PA NDS-2005 FOR WOOD CONSTRUCTION, ADM-2005
ALUMINUM DESIGN MANUAL
7. THIS PRODUCT HAS BEEN DESIGNED & TESTED TO COMPLY
WITH THE REQUIREMENTS OF THE FLORIDA BUILDING CODE,
INCLUDING THE HIGH VELOCITY HURRICANE ZONE (HVHZ).
8. SHIMS ARE REQUIRED AT EACH ANCHOR LOCATION WHERE
THE PRODUCT IS NOT FLUSH TO THE SUBSTRATE. USE SHIMS
CAPABLE OF TRANSFERRING APPLIED LOADS. WOOD BUCKS, BY
OTHERS, MUST BE SUFFICIENTLY ANCHORED TO RESIST LOADS
IMPOSED ON THEM BY THE WINDOW.
9. NARROW JOINT SEALANT IS USED ON ALL FOUR CORNERS OF
THE FRAME. INSTALLATION ANCHORS SHOULD BE SEALED
44-1/4' 45-1/4"
VISIBLE LIGHT WSIBLE LIGHT
6' 12-7/8"
MAX. g MAX. O.C.
C C
A A
98 1/4' I
FIN ND 1
92-1/4" 5" T
L V M. 1
\\ UGHT 93-1/4"
GN1 D.C.AX\\
VISIBLE 96,
ucHr
12-7/e' FIANCE 96,
MAX. FLANGE L[
I
I
NOA DRAWING TABLE OF CONTENTS
GENERAL NOTES........................I
ELEVATIONS, FLANGEO...............1
ELEVATIONS, INTEGRAL FIN....... 1
GLAZING DErAILS.......................2
DESIGN PRESSURES, FLANGED. 2
DESIGN PRESSURES, FINNED....2
INSTALLATION, INTEGRAL FIN.....3
CORNER ASSY, INTEGRAL FIN..3
INSTALLATION, FLANGED ....._......4
CORNER ASSY, FLANGED......... 4
INSTALLATION, MISC.................. 5
ANCHORAGE ............................... 8,7
EXTRUSION PROFILES................8
PARTS LIST... I............................8
MAX. , 0 FLANGE 2' MAX. J 48'
Ll—�
TOFIN 1/4'
TYR FLANGED FRAME ELEVATION TYP. INTEGRAL FIN FRAME ELEVATION
(TESTED UNIT1 (TESTED UNITi
ADHESIVE SEALANT SHALL BE USED BETWEEN SUBSTRATE AND OTHER SHAPES AS SHOWN BELOW OR SIMILAR, MAY BE USED BY
FLANGE OR FIN. OVERALL SEALING/FLASHING STRATEGY FOR INSCRIBING THE SHAPE IN A BLOCK AND OBTAINING DESIGN PRESSURES
WATER RESISTANCE OF INSTALLATION SHALL BE DONE 13Y FOR THAT BLOCK SIZE FROM THE TABLES ON SHEET 2. PRODUCI'RHVIS®
f�— WIDTH --1 t mXN17Lu9WM,enl7mida
WIDTH —�i� H — WIDTH q�saealmpp mNo I l.fJJJ9
-o� WIDTH
--i WIDTH F+-I WIDTH F- i � i
Minim edo FYR q
T F+— WIDTH --4 WIDTH --•I F•"- WIDTH + 1-- WIDTH - H F— WIDTH —I
b T T Tr T T �oNy LYNN AA�� �i.
13 P r2 .`l'ri' GENSB
L L .� � 1 1 L J j- � �*• N0
.58T65
'., Y R 9 q
J.J. I0/18 11 D 2010 fHC VPG4TE %� '•. -STA O
L E // AnGN 1ma TEOHNOLOGY D ELEVATIONS
AND NOTES �.P'•. F(0RID7:♦.'�`C9=�
J.R. J 31 f0 C INFO ON FOR LING WS. M VENICE. R 34273 '�i �s "••....••' 4` `�
TE RE . 1 Q-D2 RLYIs ALUMINUM PICTURE WINDOW, IMPACT
F.K. 4 4 07 B ANLT'iORAGE iF J. P.O. BOX 1629 _ m
NOKOMIS, FL 34274 V/AP( YM Y•E,
FX 7H4NJ naM TK701 NTS �: e 8 4.%4 D. P.E.L 58705
Fin end
Flanged
Maximum Deelgn ,Af wm18n4i-A90PV3-31/016
Pre66Mre (+!-peQ ,/ae 1m416i9n6RAP•,nBNP•3niA-A90aY0.3AN8
24
30
3B
42
48
1 54
60
67.875
38
80.0
60.0
'me
80.0'
80.0
80.0
60.0
80.0
48
60.0
80.0
80.0
80.0
MO
BGO
MD
80.0
8D
60.0
Sao
me
60.0
80.0
71.1
71.1
64.0
u 67.876
80.0
no
80.0
MO
60.0
71.1
84.0
621
F 72
no
80.0
80.0
Sao
7R3
71.1
64.0
•aE��l 76.8
80.0
80.0
80.0
80.0
76.0
70.0
04.0
84
BOLO
MO
80.0
74.3
88.3
83.6
a 85.3
80.0
80.0
60.0
73.6.
47.4
6Z6
b 88
100.7
80.0
80.0
80.0
60.0
77.2
'a3
64.7
58.3
68.2
120
80.0
80.0
70.4
128
60.0
600
70.0
116
80.0
8D.0
Flo end
Fwmw
W01d0W'4
Maximum Design 7lr4M.a�3nels•A33Fv4anNn
Pressure (+-peQ 714ledle3AA 71MAal•7AGI!I alwe.snsHs
A'Of"B D IOn(IB
24
30
38
1 42
48
84
60
07.076
38
me
no
80.0
80.0
60.0
me
60.0
no
48
BOLA
no
80.0
Sao
80.0
BOA
80.0
Sao
DD
me
80.0
80.0
80.0
00.0
71.1
71.1
64.0
07.878
80.0
no
80.0
MO
80.0
71.1
"0
o21
72
80.0
BO.O
MO
60.0
MO
71.1
64.0
76.8
00.0
80.0
80.0
80.0
00
71.1
64.0
84
MO
80.0
60.0
80.0
BI
71.1
85.3
BOB
SOLO
60.0
BOLO
80.0
71.1
b BB
80.0
80.0
BD.O
80.0
80.0
108.7
60.0
80.0
80.0
me
12D
60.0
BOLD
80.0
128
80.0
6"
80.0
1.
80.0
no
7/19• 1- G ROa®41L
Ago• 0UP0111 Bufaffl[ oA
3/13' AwALu, OR m,
.Rnanw- olAiS
WIW 1FA MIN
J/la' N I1
RCRQIMOtm C1A53
'B'
DIM.
A' h DIMENSIONS MAY
BE ORIENTED VEfi11CALLY OR
" 10
17 21
HORIZONTALLY AS SHOWN.
OOFJ>dH
I I5
I+- 'B' DIM. -.•i
\
'B'
D
DIM.
U�
.-.
13 2
7/16" LAMI GLAZING DETAIL
FLANGED OR INTEGRAL FIN FRAME
(FLANGE FRAME SHOWN)
7/IO' uaa CVss NOMMK 1-I/I6' VNI CUSS N01MUL
A30- OtnP WTA OR
7/1a• M sTAca � c euttMw
3/la•.WxFNip OR 16AT
NlmlaleVAtO awsle• xra
J/le' mvoav 4TA49 RFM0111FNfD CIAO
n/la -
w,ss mn:
1-1/16" LAMI I.G. GLAZING DETAIL
FLANGED OR INTEGRAL FIN FRAME
NOTES; (INTEGRAL FIN FRAME SHOWN)
1. ANY ONE S10E OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE: WINDOW AREA EXCEED 32FT'.
2. FOR SIZES NOT SHOWN. ROUND .UE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION.
3. FOR ARCHITECTURAL WINDOWS. FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL WIDTH AND HEIGHT DIMENSIONS COMPLETELY FITWITHIN.
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS -A- AND 'n MAY BE REVERSED TO OBTAIN A MORE ACCURATE RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET).
NO
P.O. BOX 7529
NOXOMIS. FL 34274
iLUmaIVUMr-AirU=YVITYUUW
MyyIMI"Fll
1>
RYf01 zs 2 + e 4n&4
uCENSg '•;y�'�
N., 58705
� ST 7E F
�ll.W;,
A PE.�d587U5P.E.
INSTALLATION DETAILS FOR FINNED FRAMES
2X WOODBUCKAMING
OR
�— 1/4" MAX. SHIM 1/4' MAX. SHIM -+1 ZX WOOD BUCK OR FRAMNG
SEE ANCHOR
•
GUIDELINES,
1 13 SHEET 5 1
13
INTERIOR
375' MIN,
2X WOOD BUCK OR FRAMING EDGE DISTANCE
.131' (1/8') X 2-1/2"
NAIL. WITHIN 2' OF
.131' (1/8')
1-3/6' MIN.
CORNERS AND 5' D.C..
X 2-1/2' NAR,
EMBEDMENT
11
.375' MIN.
1 EDGE DISTANCE
WITHIN 2' OF
CORNERS AND
5' O.C.
11 1B a8O fl O 10
MAX, VISIBLE OPEN[N
13
OW
MAX. WINDOW HEIGHT
HORIZONTAL SECTION C—C
MAX.
WINDOW
HEIGHT
MAX
VISIBLEVISIBLE
ucHN
OPENING
18 22
17 21
1N�Lv&
SEE ANCHOR
GUIDELINES,
SHEET 8
13
10 1
rMAX. EXTERIOR
SHIM
1 3/8' MIN. EXTERIOR
EMBEDMENT
MITERED FRAME WNW INTERIOR
2X WOOD BUCK AND EXTERIOR FRAME WELDS
SHEET 6 (SHOWN) OR CORNER KEYS AT
OR FRAMING SCREW BOSSES
VERTICAL SECTION D—D PRODUCT REVISED
O e°°WlYinpxlW Ih° FIaACa
BcmpI N ('(•1
90°CORNER ASSEMBLY ANGLED CORNER ASSEMBLY ^°N° 04
NOTES
1. USE ONLY NAILS PER ABOVE, OR ANCHORS LISTED ON SHEET 6. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS. 111
� '��;•'VCEN$F �;F.p �'ii
*' N°. 58105
Euz
id..E-7/14w
D NO CRANCE THIS SHEET ,,j F MINSTALLATION FINNED FRAMEINCLUDE �or:,.• sTnrEG '�1U�
J.R. C / fDRMATON LAR ER WN00)IM 0N.0 1VEMCE, R J9275 S •.�OR...... :�
P.M BQX 1528 ALLIMINUMPICTUREWINDOW, IMPACT �SIONAI-E G
NDKDMIS, FL J9274 T'�" "° x°n ,°i A {LhhI TMLar, P.E.
F.m4 PX�7N NTS'3 a 8 4259.4 D tf�3 E.d M705
INSTALLATION DETAILS FOR FLANGED FRAMES
SEE ANCHOR 1X WOOD BUCK 1/4' MAX. SHIM
GUIDELINES, SEE ANCHOR
SHEET 7 1/4' MAX. SHIM GUIDELINES, —2% WOOD BUCK OR FRAMING
MIN. CONCRETEPER I
2 SH 6
T3 2
SEE ANCHOR ANCHOR 1TYPE,--' f gEQg
.-13
GUIDELINES, MIN. CONCRETE K51 SEE SHEET 7
SHEET 7 PER ANCHOR TYPE, 5. SHEET OR 1.5 KSI
EE AN
7. OR 1.5 KSI MIN. CMU MIN. CMU
3UIDELINES, 1X WOOD BUCK
SHEEP 7 1/4" MAX. SHIM
1T SEE CUI ANCHOR N 18 RO 17 aR 21 10 SEE ANCHOR
SHEET 7 GUIDELINES,
13 SHEET 8
MAX. WINDOW HEIGHT
HORIZONTAL SECTION A -A
MAX. 1B oRO
WINDOW
HEIGHT 17 21
MA%
VISIBLE
OPENM.G UGHT INTERIOR _
II `ram
I
BOB!C
' Lzx WOOD BUCK
OR FRAMING
VERTICAL SECTION B-B
EMERIOR
KMITERED FRAME WITH INTERIOR
PNO EXTERIOR FRAME WELDS
(SHOWN) OR CORNER KEYS AT
SCREW BOSSES
ANGLED CORNER.ASSEMBLY
NOTE
1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS, Illlf
LYNN
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2", 1X WOOD 1y` :�(t;,�%
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2' THICK OR `.:'VGEN3F -r
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED BY AUTHORITY HAVING
JURISDICTION. *+ N.. 58705 '
J.J. TD 18 11 D"""' NO CHANGE THIS SHEET '�0.'•, STATA E'T OF
J.R. to vlO C INFORMAIIO FOR LZZ N WS.NON 1. INCLUDE 1070 TECHNOLOGYE. FL DRRS INSTALLATION, FLANGED FRAME
P.O. BOX 1529 ALUM/NUMPICTURE W/NDOW, IMPACT 'c�SIIOJNAI.,`E Gam.
p"y; NOXOMIS, FL 34274 tl d' °'"'°" a* A. LIT,1�i 1MIiIW, P.E
F.H. 7/14M PW-701 NTS 4 r B 42594 D P.Ej 68705
MISC INSTALLATION DETAILS
SEE ANCHOR
GUIDELINES,
FIN FRAME WITH SHEET 6
FIN REMOVED
INTERIOR
1/4'
MAX.
1 SHIM
1 3/B' MIN.
EMBEDMENT
2X WOOD BUCK OR FRAMING
EQUAL LEG FRAME
(OTHER FRAMES SW
2X WOOD SUBSTRATE
Q12 STEEL
1/e' NOM. MIN.
SELF —DRILLING
SMS (GS)
USE SAME
ANCHOR
DUANTITY &
SPACING AS
#12 STEEL
SCREW EXTERIOR
(SHE 6) DADE APPROVED MULLION
(SEE SEPERATE N0
ALUMINUM: 6063—T6 MIN.
.125' MIN. WALL THICKNESS
FLANGE FRAME
(OTHER FRAMES SIM.)
ALUMINUM MULL SUBSTRATE
SEE ANCHOR SEE ANCHOR
GUIDELINES, GUIDELINES,
FIN FRAME WITH SHEET 7 FIN FRAME WITH SHEET 7
FIN REMOVED FIN REMOVED
:TERIOR INTERIOR
1R WOOD BUCK 1/4'
1/4' MAX.
1 SHIM
SHIM
SEE ANCHOR �::. :''� SHEET 7
GUIDELINES,:+'�.•.,
SHEET MIN. CONCRETE KSI
PER ANCHOR, SEE SHEET 7
MIN. CONCRETE KSI PER ANCHOR TYPE, OR 1.5 KSI MIN, CMU
SEE SHEET 7 OR 1.5 KSI MIN. CMU
EQUAL LEG FRAME EQUAL LEG FRAM
(OTHER FRAMES SIM.) (OTHER FRAMES SIM.)
1X WOOD BUCKSTRIP DIRECTLY TO MASONRY
SEE ANCHOR
GUIDELINES,
SHEET 7 Q:
1CliER1OR
1/4' MAX.
SHIM
ANCHOR ,•,. �c..v� '
DE11NE5,
MIN —CONCRETE KSI '
PER ANCHOR, SEE SHEET 7
OR 1.5 KSI MIN. CMU
FLANGE FRAME
PRECAST SLOPED SILL
1-3/e' MIN. 1/4" MAX. SHIM
--r{ �+-- 1/4` MAX SHIM
EMBEOi.1FNT 2% WOOD BACKER 1/4' MAX. SHIM
If EXCLUDING POINT
#12 STEEL 1/8' NOM. MIN. #12 STEEL #12 STEM
ELF —DRILLING SELF —DRILLING SELF—DRILUNG
SMS (G5) SMS (GS) SMS (05)
USE SAME USE SAME USE SAME
ANCHOR ANCHOR ANCHOR
QUANTITY & QUANTITY. QUANTITY i4
SPACING AS SPACING &EDGE SPACING AS
®12 STEEL DISTANCE AS 012 STEEL
SCREW EXTERIOR 812 STEEL EXTERIOR SCREW f EXTERIOR
(SHEET 6) METAL FRAMING (SHCEET 9) REW FULL—LENGTH, W000 (SHEET 6)
A35 STEEL: Fy-36 KSI MIN. BACKED STEEL STUD STEEL STUD
KSI
.125' MIN. WALL THICKNESS ALL GAUGE THICKNESSES IS G4 MIN.
FLANGE MIN.
(ATTACHMENT BY OTHERS)
FLANGE FRAME FLANGE FRAME FLANGE FRAME
(OTHER FRAMES SIM (OTHER FRAMES SIM,I (OTHER FRAMES SIM.)
STRUCTURAL STEEL SUBSTRATE STEEL STUD/WOOD SUBSTRATE STEEL STUD SUBSTRATE
NOTES
1. USE ONLY ANCHORS LISTED ON SHEETS 6 AND 7. FOLLOW EMBEDMENT AND EDGE DISTANCE LIMITS.
2. WOOD BUCKS DEPICTED IN THE SECTIONS ON THIS PAGE AS 1X ARE BUCKS WHOSE TOTAL THICKNESS IS LESS THAN 1-1/2'. 1X WOOD
BUCKS ARE OPTIONAL IF UNIT CAN BE INSTALLED DIRECTLY TO SOLID CONCRETE. WOOD BUCKS DEPICTED AS 2X ARE 1-1/2` THICK OR
GREATER. INSTALLATION TO THE SUBSTRATE OF WOOD BUCKS TO BE ENGINEERED BY OTHERS OR AS APPROVED uy AUTHORITY HAVING
JURISDICTION.
3. FOR ATTACHMENT TO METAL' THE STRUCTURAL MEMBER SHALL BE OF A SIZE TO PROVIDE FULL SUPPORT TO THE WINDOW FRAME.
4. IF APPLICABLE, LOWER DESIGN PRESSURE FROM EITHER WINDOW OR MULLION NOA APPLIES TO WHOLE SYSTEM.
r J.J. lD%IB/If D NO CHANGE MIS SHEET
* 1. 5B705
*
�'• a `° u '� `
••. STATE
NDNDL95, Rf34Z74 eM,Wm+: urva:o w. 0. Lyrltl llL�lar, P.E.
FJC 7%f4A73 f c PYKIT/l (1�T$ 6 H 8 4259-0 D P.E. 50705
Head, Sill and Jamb Anchor Quantities Into Wood or Metal (Anchor Types 1-4)
Anchor
TYPO
'A• or "B" Dimension Qn)
24
30
38
42
48
54
80
07.875
Anchor
Location
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
1 2
3 4
38
Jamb
3 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
4 3
Head/SIO
2 2
2 2
3 3
3 3
4 3
4 3
6 4
6 4
6 5
6 6
6 6
6 6
0 a
e e
7 6
7 8
4a
Jamb
4 4
5 4
5 4
5 4
5 5
5 6
6 5
6 5
6 6
6 6
5 5
8 6
6 5
0 6
6 6
8 6
Hea"M
2 2
2 2
3 3
3 3
4 3
4 3
8 4
0 4
6 6
6 6
.6 0
7 8
8 6
7 6
7 7
8 7
Jamb
6 6
6 0
6 5
B 5
6 8
0 6
0 8
7 8
B 6
7 617
6
7 6
7 6
7 6
7 0
7 6
HeedlSill
2 2
2 2
9 3
3 9
4 3
4 3
6 4
5 4
6 6
8 b
B 8
7 8
7 6
7 8
8 7
8 7
67.875
Jamb
8 6
7 8
7 6
7 6
7 6
7 0
7 7
8 7
7 7
8 7
7 7
8 7
8 7
B 7
8 7
8 7
Head1a81
2 2
2 2
3 3
3 3
4 3
4 3
6 4
6 4
5 5
8 5
6 6
7 6
7 6
7 8
8 7
8 7
72
Jamb
8 e
8 0
1 6
B 6
7 7
6 7
7 7
8 7
7 7
8 7
8 7
9 7
8 7
B 7
78.8
Head1S01
2 2
2 2
3 3
3 3
4 3
4 3
5 4
5 4
6 6
0 5
6 0
7 6
7 0
7 0
Jamb
7 7
8 7
8 7
8 7
8 7
a 7
8 8
8 8
a a
a 8
8 B
g e
B
B 8
B B5.3
90
1087
17B
L128
145
Had/SN
2 2
2 2
3 3
3 3
4 3
4 3 5 4 5 4 5 6 0 6 6 0 7 0 7 (21. 7 8
9 8 8 8 9 B B B 10 8 9 a. 10 a
4 3 6 a 8 4 6 6 fi 6 86 7 6
9 8 8 a B a 8 8 10 a 9 a 10 8
4 3 5 4 5 4 6 6 6 b 0 8 7 0
10 B 9 9 10 9 B B 11191
4 3 8 4 5 4 5 5 8 M.
12 f0 f0 10 12 f0
4 3 5 4 6 4
13 11 ' Width and Height dimensions maybe
4 3 reversed to locate anchor quantities an the
4 3 table. If so, the Head/Sill and Jamb rows
4 3 mustalso be reversed so
dimension getsthe most
Jamb
7 7
B 7
e 7
8 7
8 8
HmNSill
2 2
2 2
3 3
3 1314
3
Jamb
7 7
B 7
8• 7
9 7
8 8
Headf3Y1
2 2
2 2
3 3
3 9
4 3
Jamb
8 8
10 8
9 8
10 0
8 B
Head/810
2 2
2 12
3 3
3 3
4 3
Jamb
9 9
121 a
10 B
12 a
10 10
Head/S11
2 2
2 2
3 3
3 3
4 3
Jamb
10 10
13 1D
11 10
13 10
11 11
HeedlSlll
2 2
2 2
2 2
3 9
3 3
4 3
Jamb
11 11
12 11
13 11
12 12
HeadISW
2 2
2 2
3 3
3 3
4 3
Jamb
12 12
16 12
13 12
16 12
Head/501
2 2
2 2
3 3
3 9
NOTES:
1. ANY ONE SIDE OF THE WINDOW CANNOT BE MORE THAN 145' NOR CAN THE WINDOW AREA EXCEED 32FT'.
2. FOR SIZES NOT SHOWN, ROUND JIE TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION.
3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL
WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS 'A' AND 'B7 MAY BE REVERSED TO OBTAIN A MORE ACCURATE
RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET).
5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE.
NeS
Anehar
TChayp.
Anchor Description
Substrate
Min.
Edge
Dlsbmce
Min
Embed
menl
d/2, Steel ac,aw(G5)
S. Plne_
0.e84'
1.375'
1
Steel 6CrOW (
SU. Stud, Gr 33
0.324
.048./18Ga
_A72.
012. Steel screw (G6�
NM T. 60M:M ...
0,324
g12, Stall screw (G5)
A38 Steel
0.324
Q72S
014. Steel screw(G5)
S. Pine
O.Bw
2
d14, Steel screw (GS)
Su. Slud, Gr 33
0.361°
_IzM
.048'/18Ge
#14, Steel screw (G5)
_Alum. BOB3-TB
0.381'
0.126'
914, 8lwi screw (G
A38 Steel
0.381'
0.125'
1/4' Steel Ultmcon
so 1312
1°1,375'
E
114. 410 SS CreteFle%
_
S. Pine
1'
1.375'
Wig• Steel Ultmcon
S. Pine
1.28'
1.376'
that the longer p' & N DIMENSIONS MAY
alMhOrS. BE ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
A'
f ODA.
BIN. —y \
\� "B° DIN.
DL \\
NOKOMIS, R 392]{ ��� eaN"r —
PW-70f NT$ 6 a 8 416!)d
PBODUCFRSVISED
caagdy4vllhrimPlah„la
-Coeuol `l�
����1111111�j��
1�%VCENaE '• i
`* No. 50705
TA E F
_ ]]f� i�hAuihal� P.L
Head, Sill and Jamb Anchor Quantities Into Masonry (Anchor Types 6"7)
Anchor
Type
'A" cr'B' Dimenslon
on)
24
30
1 38
1 42
1 48
1 64
1 6D 1
67.876
for
Loca6on-
6 0 7
6 0 7
6 0 7
6 0 7
5 0 7
5 8 7
5 6 7
6 0 7
36
Jamb
3 4
4 3
4 4
3 4
4 3
4 4
8 4
4 3
4 4
3 4
4 3
HeadISlO
2 3
3 3
4 4
3 6
6 4
5 6
4 8
B 6
6 8
5 7
7 848
Jamb
4 5
5 4
5 6
4 0
6 6
6 6
5 6
6 5
8 6
5 8
6 6
Heaahl
2 3
3 3
4 4
3 5
6 4
0 5
5 7
6 6
7 a
6 g
7 7
60
Jamb
j43
6 8
0 6
6 0
8 7
6 6
7 0
6 7
0 6
7 B
67
0 8HesdISIR
2 3
3 3
4 4
3 6
5 4
6 6
5 7
0 6
7 6
6 8
7 767676
Jamb
8 7
0 8
7 7
8. 8
7 7
8 7
7 8
7 7
8 7
7 8
8 7HesdlSH]
2 3
3 3
4 4
3 6
6 4
6 6
6 7
8 6
7 6
0 8
8 7
72
Jemb
8 6
8 8
7 6
B 7
8 8
7 7
9 7
7 9
7 7
B 8
7
7&B
Head/SIII
2 2
2 3
3 3
4 4
3 6
b 4
8 5
51 7
1 6 6
7 8
6
8
'lob
8 7
7 B
7 7
8 8
7 8
8 8
9 a
e 9
8 B
B 8
E
Head O'll
2 2
2 3
3 3
4 4
3 6
5 4
6 6
5 7
8 8
7 0 0
Jamb
B 7
7 8
8 7
B 8
7 B
8 8
10 8
8 10
8 B
C
Hea61SM
2 2
2 3
3 3
4 4
3 5
5 4
8 5
5
Jamb
07
7 0
8 7
9 8
7 0$86.3Headl6111
9-6
109 7
120
1ze
145
2 2
2 3
3 3
4 4
3 6 6 4 8 6 6
81101 0 9 11 8 9
3 5 6 4 0 6 6
9 12 10 10
3 5 6 4 •Width and Height dimensions may
10 be reversed teloLatearchor
3
table, if so, the
11 quantities On and
Head/Sill and Jamb rows mustalso
3 be reversed so that the longer
dlmenslml gets the most anchors.
Jamb
10 8
B 10
9 8
10 9
HeadlSIN
2 2
2 3
3 3
4 4
Jamb
12 9
9 12
10 9
12 10
HeadlSN
2 2
2 3
3 3
4 4
Jamb
13 10
10 13
11 10
13 11
Head/Sill
2 2
2 3
3 3
4 4
Jamb
13 11
11 13
12 11
13 12
Head/S®1
2 2
2 3
3 3
4 4
Jamb
16 12
1216
13 12
Head/S10
2 2
2 3
3 3
NOTES:
1, ANY ONE SIDE CANNOT BE MORE THAN 145' AND HAVE AN AREA OF MORE THAN 32171.
2. FOR SIZES NOT SHOWN, ROUND ME TO THE NEXT AVAILABLE WIDTH OR HEIGHT DIMENSION.
3. FOR ARCHITECTURAL WINDOWS, FIND THE SMALLEST WINDOW SIZE IN THE TABLE ABOVE WHICH THE OVERALL
WIDTH AND HEIGHT DIMENSIONS COMPLETELY FIT WITHIN.
4. THE WINDOWS WIDTH AND HEIGHT (DIMENSIONS "A* AND "87 MAY BE REVERSED TO OBTAIN A MORE ACCURATE
RESULT FROM THE TABLE (SEE FIGURE, THIS SHEET).
5. DIFFERENT ANCHORS MAY BE CHOSEN FROM MULTIPLE TABLE COLUMNS TO MATCH THE SUBSTRATE.
CWWCE THIS SHEET
SHEET
P.O. W 1529
NOKOma, FL 34274
Min.
M M
Anchor
DeacApllon
8ubsbma
Edge
Embed•
TypeAnchor
Olatanoe
mein
6
1/4' Stee!UlOwn
Hollow Blodl
1'
_
114' Steel Ultraceo
2.7k Concrete
1"
_
1.376
8
1/4' 41D SS CmteFlex
Hollow Block
1'
126'
1/4' 41D SS CreteFlox
3.351cConcrete
_
1'
_
1'
7
5110' Steel UBmcon
HdMW Block
1.563'_
1.217__
_
6116' Steel Ullmcon
&5k Concrete
1.25'
_
t'
"A' & "B" DIMENSIONS MAY
BE ORIENTED VERTICALLY OR
HORIZONTALLY AS SHOWN.
'A'
I DIM.
"8" DIM. --I \ I
'B' DIM.
Di. \\ J
M7e1 I IM 1 7 a 8 1 42594
PR0DUCTRBVTSED
9a� � mtho Flndds L�
D �
pp VOENSF '.'P .
*' No.68705
STATE�
" :'C� ............... 'G\�:
2.704•
094'
2.50D' III u-u }E' .Dn• �jII
1,1112*-mil I .11W
1.125"
INTEGRAL FIN FRAME
O MAT'L: 6063-T5
DWG NO. 4256A
.094•
1.875'
1_ �- FOT�
.062'
z.7ea'
FLANGED FRAMMAT'L: 6063-T5
O DWG NO. 4253
Imo-- .970' -1
I .050'-rT_{I•+-
7/16" LAMI GLASS BEAD
1a MAT'L: 6063-T5
DWG NO. 4255
.346'
.975'
I I
.047.
.050"
1-1/16" LA MI I.G. GLASS BEAD
INSTALL. FASTENER COVER
MAT'L: 6063-T5
73 MAT'L: 6063-T5
DWG NO. 4254
DWG NO. 4224
ITEM
DWG#
PART#
DESCRIPTION
1
4255A
64256
Integral fin frame head, sill 8 jamb
2
4253
64253
Flanged frame head, s818 jamb
7
1155
781PDX
#8 x 1 Quad PH SMS stalnless steel
8
Schnee -Morehead SM5504 acryl-r narrow joint sealant or
10
4255
64255
7/16 lami glass bead
11
4254
64254
14116 I.G. glass bead
12
1224
M247
Virryl bulb weatherstrip (thick)
13
4224
Installation fastener cover
14
Dow Corning 899 glazing sealant or equtualend
16
Dow Coming 995 silicone structural sealant, black
7116" Iemi glass 3116" annealed -.090 DuPont Butac@e or
17
Safiex KeWSafs Maximum PVB intetlayer- 3/16" heat
strengthened
14116" laml I.G. glaaw 3/16" heat strengthened outboard -
18
7/W elrspace - 3116" annealed - .0W DuPont Butacite or
Sallex KeepSale Maximum PVB intedayer- 3/16" heat
strengthened
20
4252
64262
Architectural comer key
7116" laml glass 3/16" heat strengthened -.090 DuPont
21
Buteclte or Saflex KeepSafe Maximum PVB Intedayer-
3116" heat strengthened
14116" laml I.G. glass 3116" heat strengthened outboard -
22
7115' airspace - 3116' heat strengthened -.090 DuPCM
Butscite or Saftex KeepSafe Maximum PVB intedayer -
3/16' heat strengthened
r0 TECHNOLOGY OFM I EXTRUSION PROFILES A PARTS LIST
I. VENICE, FL 34275
r.o. eox 1s2a ALUMlNUMPICTURE WINDOW, IMPAL
N0xOw5. FL 34274 PynT
IVTS I 8 m 8 1 4269-0
V N N 4f,,"/,
'l .'VGENa&
�'k � • No. 68705 •• * '
•'•. STATE FI ; • _�`
FORM 1100A-08
FLOR`aQA-ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs Residential Performance Method A
Project Name: NOBLE RESIDENCE
Builder Name:
Street;
Permit Office:
City, State, Zip: FT. PIERCE, FL,
Permit Number:
Owner.
Jurisdiction:
Design Location: FL, Fort Pierce
1. New construction or existing
New (From Plans)
9. Wall Types
. Insulation Area
-_2. Single family or multiple family
Single-family
a. Concrete Block - Ext Insul, Exterior
R=5.4 2424.50 ftz
3. Number of units, if multiple family
1
b. N/A
R= ftzc.
N/A
R= ftz
4. -Number of Bedrooms
4
d. N/A
R= ftz
5. Is this a worst case?
No
10. Ceiling Types
Insulation Area
6. _Conditioned floor area (ftz)
2618
a. Under Attic (Vented)
R=19.0 2618.00 ftz
7. Windows Description
Area
b. WA
R= ftz
:a.: U-Factor. Sgl, default
345.77 ftz
c. WA
R= ftz
SHGC: Tinted, default
11. Ducts
b__U-Factor. N/A
ftz
a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 201 ftz
- SHGC:
12. Cooling systems
c. U-Factor: N/A
ftz
a. Central Unit
Cap: 57.0 kBtu/hr
SHGC:
SEER: 14.5
A. U-Factor. N/A
ftz
13. Heating systems
SHGC:
e. U-Factor. N/A
ftz
a. Electric Heat Pump
Cap: 57.0 kBtu/hr
SHGC:
HSPF:8.8
8. Floor Types
Insulation Area
14. Hot water systems
a. Slab -On -Grade Edge Insulation
R=0.0 2618.00 ftz
a. Electric
Cap: 50 gallons
ns
ns
b. N/A
R= ftz
EF: 0.9
c. WA
R= ftz
b. Conservation features
None
15. Credits
CF, Pstat
Glass/Floor Area: 0.132
Total As -Built Modified Loads: 42.92
PASS
Total Baseline
Loads: 51.41
hereby certify that the plans and specifications covered by
Review of the plans and
Sr'4?�
this calculation are in compliance with the Florida Energy
specifications covered by this
D�viE
ti = O
Code.
calculation indicates compliance
with the Florida Energy Code.�O
PREPARED BY:4&
Before construction is completed
DATE: _
this building will be inspected for
compliance with Section 553.908
~I hereby certify that this building, as designed, is in compliance
Florida Statutes.
with the Florida Energ Code.
G'0 WET
OWNER/AGENT: (
BUILDING OFFICIAL:
GATE: _
DATE:
n
3/24/2011 9:08 AM EnergyGauge® USA - FlaRes2008
Page 1 of 5
•
r PROJECT
Title:
NOBLE RESIDENCE
Bedrooms: 4
Adress Type:
Street Address
Building Type:
FLAsBuilt
Bathrooms: 0
Lot #
Owner
Conditioned Area: 2618
SubDivision:
- # of Units:
1
Total Stories: 1
PlatBook:
Builder Name:
Worst Case: No
Street:
Permifaffice:
Rotate Angle: 0
County:
ST. LUCIE COUNTY
Jurisdiction:
Cross Ventilation: No
City, State, Zip:
FT. PIERCE,
Family Type:
Single-family
Whole House Fan: No
FL,
New/Existing:
New (From Plans)
Comment:
CLIMATE
V
IECC Design Temp
Int Design Temp Heating Design Daily Temp
Design
Location
TMY Site Zone 97.5 %
2.5 %
Winter Summer Degree Days Moisture
Range
FL, Fort Pierce FL ST LUCIE_CO INTL 2 39
90
75 70 722
62
Low
FLOORS
#
Floor Type
Perimeter R-Value
Area
Tile Wood
Carpet
1
Slab -On -Grade Edge Insulatio 279.4 ft 0
2618 ft2
0 0
1
ROOF
V
Roof Gable
Roof
Solar Deck
#
Type Materials Area Area
Color
Absor. Tested Insul.
Pitch
1
Gable or Shed Composition shingles 2759 ft2 436 ft2 Medium
0.9 N 0
18.4 deg
ATTIC
V #
Type
Ventilation Vent Ratio (1 in)
Area RBS IRCC
1
Full attic
Vented 300
2618 ft2 N N
CEILING
#
Ceiling Type
R-Value
Area
Framing Frac
Truss Type
1
Under Attic (Vented)
19
2618 ft2
0.1
Wood
WALLS
Cavity
Sheathing
Framing
Solar
#
Ornt Adjacent To
Wall Type
R-Value
Area R-Value
Fraction Absor.
1
N Exterior
Concrete Block - Ext Insul
5.4
140.03 ft2 0
0
0.8
2
NE Exterior
Concrete Block - Ext Insul
5.4
393 ft2
0
0.8
3
E Exterior
Concrete Block - Ext Insul
5.4
74.5 ft2
0
0.8
4
SE Exterior
Concrete Block - Ext Insul
5.4
523.05 ft2 0
0
0.8
5
S Exterior
Concrete Block - Ext Insul
5.4
23.6 ft2
0
0.8
6
SW Exterior
Concrete Block - Ext Insul
5.4
528.4 ft2
0
0.8
" 7
W Exterior
Concrete Block - Ext Insul
5.4
87.2 ft2
0
0.8
8
NW Exterior
Concrete Block - Ext Insul
5.4
654.76 ft2
0
0.8
•
DOORS
# Ornt
Door Type
Storms U-Value
Area
1 SE
Insulated
None 0.39
42 ft2
-
WINDOWS
Window orientation below is as entered. Actual orientation is modified by rotate angle shown in 'Project' section above.
/
Overhang
v # Ornt Frame
Panes
NFRC
U-Factor SHGC Storms Area Depth Separation
Int Shade
Screening
1 N None
Single (Tinted)
No
0.5 0.64 N 40.43 ft2 2 ft 0 in 7 ft 0 in
HERS 2006
None
2 NE None
Single (Tinted)
No
0.5 0.64 N 30 ft2 2 ft 0 in 6 ft 0 in
HERS 2006
None
3 E None
Single (Tinted)
No
0.5 0.64 N 14.58 ft2 2 ft 0 in 6 ft 0 in
HERS 2006
None
4 SE None
Single (Tinted)
No
0.5 0.64 N 40 ftz 2 ft 0 in 6 ft 0 in
HERS 2006
None
5 S None
Single (Tinted)
No
0.5 0.64 N 14.58 ft2 2 ft 0 in 6 ft 0 in
HERS 2006
None
6 SW None
Single (Tinted)
No
0.5 0.64 N 45 ft2 2 ft 0 in 6 ft 0 in
HERS 2006
None
7 SW None
Single (Tinted)
No
0.5 0.64 N 47.6 ft2 2 ft 0 in 7 ft 0 in
HERS 2006
None
8 SW None
Single (Tinted)
No
0.5 0.64 N 6 ft2 2 ft 0 in 4 ft 0 in
HERS 2006
None
9 SW None
Single (Tinted)
No
0.5 0.64 N 12 ft2 2 ft 0 in 5 ft 0 in
HERS 2006
None
10 W None
Single (Tinted)
No
0.5 0.64 N 14.58 ft2 2 ft 0 in 6 ft 0 in
HERS 2006
None
11 NW None
Single (Tinted)
No
0.5 0.64 N 75 ft2 2 ft 0 in 6 ft 0 in
HERS 2006
None
12 NW None
Single (Tinted)
No
0.5 0.64 N 6 ft2 2 ft 0 in 4 ft 0 in
HERS 2006
None
INFILTRATION & VENTING
- Forced Ventilation -
Run Time
Fan
Method
SLA
CFM 50
ACH 50 ELA EgLA Supply CFM Exhaust CFM
Fraction
Wafts
Default
0.00036
2472
7.08 135.7 255.2 0 cfm 0 cfm
0
0
COOLING SYSTEM
# System Type
Subtype
Efficiency Capacity Air Flow SHR
Ductless
1 Central Unit
None
SEER: 14.5 57 kBtu/hr cfm
0.7
FALSE
HEATING SYSTEM
# System Type
Subtype
Efficiency Capacity Ductless
1 Electric Heat Pump
None
HSPF: 8.8 57 kBtu/hr FALSE
HOT WATER SYSTEM
# System Type
EF Cap Use SetPnt
Conservation
1 Electric
0.9 50 gal 70 gal 120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Cert # Company Name
System Model # Collector Model # Area
Volume
FEF
None None
ft2
DUCTS
— Supply
—
— Return —
Air
Percent
V/ #
Location R-Value
Area
Location
Area
Leakage Type
Handler
CFM 25
Leakage
QN
RLF
1
Attic 6
201 ftZ
Attic
20 ftZ
Default Leakage
Attic
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
CoolingJan
HeatiX1
Feb
Jan
Mar
Rj
Apr
X Ma
�X�
Jun Jul
Jul
Jun Ri
AugX
Se
Oct
Nov
rNov
i
Dec
Dec
Ri
Venting
Jan Feb
Mar
Apr
May
X� Jul
lXj Auun
g
Sep
Lx� Oct
Nov
Dec
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2
3
4
5 6
7
8
9
10
11
12
Cooling (WD)
AM
78
78
78
78
78 78
78
78
80
80
80
80
PM
80
80
78
78
78 78
78
78
78
78
78
78
Cooling (WEH)
AM
78
78
78
78
78 78
78
78
78
78
78
78
PM
78
78
78
78
78 78
78
78
78
78
78
78
Heating (WD)
AM
66
66
66
66
66 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68
66
66
Heating (WEH)
AM
66
66
66
66
66 68
68
68
68
68
68
68
PM
68
68
68
68
68 68
68
68
68
68
66
66
FORM 1100A-08
Code Compliance Cheklist
Residential Whole Building Performance Method A - Details
ADDRESS: PERMIT #:
FT. PIERCE, FL,
INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
N1106.AB.1.1
Maximum:.3 cfm/s .ft. window area; .5 cfm/s .ft. door area.
Exterior & Adjacent Walls
N1106.AB.1.2.1
Caulk, gasket, weatherstrip or seal between: windows/doors &
frames, surrounding wall; foundation & wall sole or sill plate; joints
between exterior wall panels at corners; utility penetrations;
between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is
installed that extends from, and is sealed to, the foundation to the
top plate.
Floors
N1106.AB.1.2.2
Penetrations/openings > 1/8" sealed unless backed by truss or
joint members.
EXCEPTION: Frame floors where a continuous infiltration barrier
is installed that is sealed to the perimeter, penetrations and seams.
Ceilings
N1106.AB.1.2.3
Between walls & ceilings; penetrations of ceiling plane to top floor;
around shafts, chases, soffits, chimneys, cabinets sealed to
continuous air barrier; gaps in gyp board & top plate; attic access.
EXCEPTION: Frame ceilings where a continuous infiltration barrier
is installed that is sealed at the perimeter, at penetrations and
seams.
Recessed Lighting Fixtures
N1106.AB.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC
rated, installed inside a sealed box with 1/2" clearance & 3" from
insulation; or Type IC with < 2.0 cfm from conditioned space,
tested.
Multi -story Houses
N 1 106.AB. 1.2.5
Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts
N1106.AB.1.3
Exhaust fans vented to outdoors, dampers; combustion space
heaters comply with NFPA, have combustion air.
OTHER PRESCRIPTIVE MEASURES (must be met or exceeded by all residences.)
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
N1112.AB.3
Comply with efficiency requirements in Table N112.ABC.3. Switch
or clearly marked circuit breaker (electric) or cutoff (gas) must be
provided. External or built-in heat trap required.
Swimming Pools & Spas
N1112.AB.2.3
Spas & heated pools must have covers (except solar heated).
Non-commercial pools must have a pump timer. Gas spa & pool
heaters must have a minimum thermal efficiency of 78%.
Heat pump pool heaters shall have a minimum COP of 4.0.
Shower heads
N1112.AB.2.4
Water flow must be restricted to no more than 2.5 gallons per
minute at 80 PSIG.
Air Distribution Systems
N1110.AB
All ducts, fittings, mechanical equipment and plenum chambers
shall be mechanically attached, sealed, insulated and installed in
accordance with the criteria of Section N1110.AB.
Ducts in unconditioned attics: R-6 min. insulation.
HVAC Controls
N1107.AB.2
Separate readily accessible manual or automatic thermostat for
each system.
Insulation
N1104.AB.1
Ceilings -Min. R-19. Common walls -frame R-11 or CBS R-3 both
N1102.13.1.1
sides. Common ceiling & floors R-11.
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
_ ESTIMATED ENERGY PERFORMANCE INDEX* = 83
The lower the EnergyPerformance Index, the more efficient the home.
, FT. PIERCE, FL,
1. New construction or existing
2. Single family or multiple family
3. Number of units, if multiple family
4. Number of Bedrooms
5. Is this a worst case?
6. Conditioned floor area (ft2)
7. Windows— Description
a. U-Factor: Sgl, default
SHGC: Tinted, default
b. U-Factor: N/A
SHGC:
c. U-Factor: N/A
SHGC:
d. U-Factor. N/A
SHGC:
e. U-Factor: N/A
SHGC:
8. Floor Types
a. Slab -On -Grade Edge Insulation
b. N/A
c. N/A
New (From Plans) 9. Wall Types Insulation Area
Single-family a. Concrete Block - Ext Insul, Exterior R=5.4 2424.50 ft2
b. N/A R= ft2
1 c. N/A R= ft2
4 d. N/A R= ft2
No 10. Ceiling Types Insulation Area
2618 a. Under Attic (Vented) R=19.0 2618.00 ft2
b. N/A R= ft2
Area c. N/A R= ft2
345.77 ft2
11. Ducts
ft2 a. Sup: Attic Ret: Attic AH: Attic Sup. R= 6, 201 ft2
12. Cooling systems
ft2 a. Central Unit Cap: 57.0 kBtu/hr
SEER: 14.5
ft2
13. Heating systems
a. Electric Heat Pump Cap: 57.0 kBtu/hr
HSPF: 8.8
14. Hot water systems
Insulation Area a. Electric Cap: 50 allons
R=0.0 2618.00 ft2 EF: 0.9
R= ft2 Ev
b. Conservation feat esR= ft2 None15. Credits 0 P-F, Pstat
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 complian�feptures. 1�1
Address of New Home:
City/FL Zip:
*Note: The home's estimated Energy Performance Index is only available through the EnergyGauge USA -
FlaRes2008 computer program. This is not a Building Energy Rating. If your Index is below 100, your home
may qualify for incentives if you obtain a Florida Energy Gauge Rating. Contact the Energy Gauge Hotline at
(321) 638-1492 or see the Energy Gauge web site at energygauge.com for information and a list of certified
Raters. For information about Florida's Energy Efficiency Code for Building Construction, contact the
A
Department of Community Affairs at (850) 487-1824.
**Label required by Section 13-104.4.5 of the Florida Building Code, Building, or Section B2.1.1 of Appendix G
of the Florida Building Code, Residential, if not DEFAULT.
EnergyGauge® USA - FlaRes2008
Project Summary Job: :
Entire House By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@/\OL.COM
For: NOBLE RESIDENCE
ST. LUCIE COUNTY,F L
Notes:
Weather: Fort Pierce, FL, US
Winter Design Conditions
Outside db 42 OF
Inside db 70 OF
Design TD 28 OF
Heating Summary
Structure 30571 Btuh
Ducts 0 Btuh
Central vent (76 cfm) 2332 Btuh
Humidification 0 Btuh
Piping 0 Btuh
Equipment load 32903 Btuh
Infiltration
Method
Construction quality
Fireplaces
Area (ft2)
Volume (ft3)
Air changes/hour
Equiv. AVF (cfm)
Simplified
Average
0
He tin
Co li
2618
2618
23933
23933
0.32
0.16
128
64
Summer Design Conditions
Outside db
90
OF
Inside db
75
OF
Design TD
15
OF
Daily range
Reative Humidity
L
50
%
Moisture difference
61
gr/lb
Sensible Cooling Equipment Load
Sizing
Structure
43530
Btuh
Ducts
0
Btuh
Central vent (76 cfm)
1249
Btuh
Blower
0
Btuh
Use manufacturer's data n
Rate/swing multiplier 0.95
Equipment sensible load 42540 Btuh
Latent Cooling Equipment Load Sizing
Structure
2866
Btuh
Ducts
0
Btuh
Central vent (76 cfm)
3166
Btuh
Equipment latent load
6032
Btuh
Equipment total load 48572 Btuh
Req. total capacity at 0.70 SHR 5.1 ton
Heating Equipment Summary Cooling Equipment Summary
Make Amana
Make Amana
Trade ASZ14 SERIES
Trade ASZ14 SERIES
Model ASZ140601A*
Cond ASZ140601A*
ARI ref no. 1288567
Coil ASPF426016A*+TXV
ARI ref no. 1288567
Efficiency
8.8 HSPF
Efficiency
14.5
EER
Heating Input
Sensible cooling
39900
Btuh
Heating output
59000 Btuh @ 47°F
Latent cooling
17100
Btuh
Temperature rise
28 OF
Total cooling
57000
Btuh
Actual air flow
1900 cfm
Actual air flow
1900
cfm
Air flow factor
0.062 cfm/Btuh
Air flow factor
0.044
cfm/Btuh
Static pressure
0 in H2O
Static pressure
0
in H2O
Space thermostat
Load sensible heat ratio
0.88
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
^'� -Ff&- wrightsoft- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:03
ACM C:\Documents and Settings\Nikki_2\My Documents\Wrightsoft HVACWOBLE RES..rup Calc = MJ8 Orient Page 1
° G , Right-M Worksheet Job:
Entire House Date:
r QUICK CALCS, INC. By.
317$T. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM
1
Room name
Entire House
MASTER BEDROOM
2
Exposed wall
279.4 ft
34.4 ft
3
Ceiling height
9.1 ft d
9.0 ft heat/cool
4
Room dimensions
1.0 x 226.0 ft
5
Room area
2626.2 ft2
226.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ft2)
Load
number
(Btuh/ft2-°F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
V
t-- G
13A-5ocs
0.125.
n
3:50
2.22
76
36
126
80
76,
36
126
80
1A-clomd
1.270
n
35.56
34.77
40
0
1431
1399
40
0
1431
1399
W
Y-G
13A-5ocs
0.125
ne
3.50
2.22
423
393
1376
874
0
0
0
0
1A-clom
1.270
ne
35.56
70.43
30
0
1067
2113
0
0
0
0
VN
�-G
11
13A-50cs
IA-clom
0.125
1.270
a
a
3.50
35.56
2.22
91.12
'89
15
75
0
261
519
166
1329
0
0
0
0-
0
0
0
0
WI -
13A-5ocs
0.125
se
3.50
2.22
525
443
1551
986
0
0
0
0
1A-clom
1.270
se
35.56
70.95
40
0
1422
2838
0
0
0
0
[::G
�--D
11DO
0.390
se
10.92
11.31
42
42
459
475
0
0
0
0
W
�G
13A-5ocs
0.125
s
3.50
2.22
38
24
83
53
0
0
0
0
1A-clam
1.270
s
35.56
34.77
15
° 15
519
507
0
0
0
0
13A-5ocs
0.125
sw
3.50
2.22
639
528
1849
1176
162
132
462
294
1A-clom
1.270
sw
35.56
70.95
45
0
1600
3193
30
0
1067
2128
IA-clomd
1.270
sw
35.56
70.95
48
0
1693
3377
0
0
0
0
1 D-c2om
0.870
sw
24.36
59.41
6
0
146
356
0
0
0
0
1 D-c2om
0.870
sw
24.36
59.41
12
0
292
713
0
0
0
0
�i
�--G
13A-5ocs
0.125
. w
3.50
2.22
-102
87
305
194
0
0
0
0
1A-c1om
1.270
w
35.56
91.12
15
0
519
1329
0
0.
0
0
VjJ
It--GG
13A-5ocs
0.125
nw
3.50
2.22
657
576
2016
1282
72
72
252
160
IA-clom
1.270
nw
35.56
70.43
75
0
2667
5282
0
0
0
0
1 D-c2om
0.870
nw
24.36
58.95
6
0
146
354
0
0
0
0
P
12G-0sw.
0.091
-
..2.55
1.28
396
396,
1009
508,
0
0
0
0
C
166-19ad
0.049
-
1.37
2.57
2626
2626
3603
6756
226
226
310
581
F
21A-20c
0,027
-
0,76
0.00
2626
2626
1985
0
226
226
171
0
6
c) AED excursion
2109
115
Envelope loss/gain
26643
37448
3819
4758
12
a) Infiltration
3928
1052
478
128
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
1
230
0
0
Appliances @ 1200
4
48001
0
0
Subtotal (lines 6 to 13)
30571
43530
4297
4886
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
-0
0
0
14
Subtotal
30571
43530
4297
4886
15
Duct loads
0%
0%
0
0
0%
0%
0
0
Total room load
30571
43530
4297
4886
Air required (cfm)
1900
1900
267
213
Printout certified by ACCA to meet all reauirements of Manual J 8th Ed.
Cs -i e- wrigf�tsoft- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
iR.a...P. C:\Documents and Seftings\Nikki_21My Documents\Wrightsoft HVACWOBLE RES..rup Calc = MJ8 Orient Page 1
Right-JO Worksheet Job:
Entire House Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM
1
Room name
WIC
WIC 2
2
Exposed wall
6.0 ft
0 ft
3
Ceiling height
9.0 ft heatf000l
9.0 ft heat(cool
4
Room dimensions
6.0 x 6.0 ft
1.0 x 31.5 ft
5
Room area
36.0 ft2
31.5 ft'
Ty
Construction
U-value
Or
HTM
Area (ftZ)
Load
Area (ftZ)
Load
number.
(Btuh/ftz-°F)
(13tuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
V,U
I---G
13A-5ocs
0.126,
n
3.50
2.22
0
0
0
0
0
0
0
0
to-clomd
13A-5ocs
1.270
0.125
n
ne
35.56
3.50
34.77
2.22
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�j
11
IA-clom
13A-5ocs
1A-clom
1.270
0.125
1.270
ne
a
a
35.56
3.50
35.56
70.43
2.22
91.12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
-G
W
�--G
�--G
13A-5ocs
0.125
se
3.50
2.22
0
0
0
0
0
0
0
0
1A=clom
11bo
1.270
0.390
se
se
35.56
10.92
70.95
11.31
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
LLL--DDD
Val
�G
13A-5ocs
IA-b1om
0.125
1.270
s
s
3.50
35.56
2.22
34.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-5ocs
0.125
sw
3.50
2.22
54
54
189
120
0
0
0
0
1A-clom
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
IA-clomd
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1 D-c2om
1 D-c2om
0.870
0.870
sw
sw
24.36
24.36
59.41
59.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VLW,
G'
13A-5ocs
0.125
w
3.50
2.22
0
0;
0
a
.0
0
0
0
1A-clom
1.270
w
35.56
91:12
0
0
0
0
0
0
0
0
13A-5ocs
0.125
nw
3.50
2.22
0
0
0
0
0
0
0
0
1A-clom
1 D-c2om
1.270
0.870
nw
nw
35.56
24.36
70.43
58.95
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
P
12C-Osw
0.091'
-
2.55
1.28
0
0
0
0
0
0
0
0
C
16B-19ad
0.049
-
1.37
2.57
36
36
49
93
32
32
43
81
F
21A-20c
0,027
0,76
0.00
30
36
27
0
32
32
24
0
6
c) AED excursion
-20
-7
Envelope loss/gain
266
192
67
74
12
a) Infiltration
83
22
0
0
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
01
1 0
Subtotal (lines 6 to 13)
349
215
67
74
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
349
215
67
74
15
Duct loads
0%
0%
0
0
0%
0%
0
0
Total room load
349
215
67
74
Air required (cfm)
22
9
4
3
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
-�- wrigtitsoTt- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:1Documents and SettingsWikki_2wy Documents\Wrightsoft HVACWOBLE RES..rup Cale= MJ8 Orient Page 2
Rig ht-JO Worksheet
Entire House
QUICK CALCS, INC.
317ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM
Job:
Date:
By:
1
Room name
MASTER BATH
STUDY
2
Exposed wall
16.9 ft
31.4 ft
3
Ceiling height
9.0 ft heat/cool
9.0 ft heat/cool
4
Room dimensions
1.0 x 158.0 ft
1.0 x 152.0 ft
5
Room area
158.0 ft2
152.0 ft2
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Area (W)
Load
number
(Btuh/ft2-°F)
(13tuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W,
G
13k5ocs
0.125
n
150
2:22
b
0
0
0
0
0
0
0
1A-'clomd
1.270
n
35.56
34.77
0
0
0
0
0
0
0
0
W
Y--G
13A-5ocs
0.125
ne
3.50
2.22
0
0
0
0
63
63
221
140
1A-clom
1.270
ne
35.56
70.43
0
0
0
0
0
0
0
0
' G
11
13A-5ocs
1A-clom
0.125'
1.270
a
a
3.50
35.56
2.22
91.12.
0
0
0
0
0
0
0'
0
38
15
24
0
83
519
53
1329
�i
13A-5ocs
0.125
se
3.50
2.22
27
27
95
60
54
34
119
76
1A-clom
1.270
se
35.56
70.95
0
0
0
0
20
0
711
1419
�C
�D
W
�-G
11 DO
13A-50cs
IA-clom
0.390
0.125
1.270
se
s
s.
10.92
3.50
35.56
11.31
2.22
34.77
0
0
0
0
0
0
0
0
0
0
0
0
0
38
15
0
24
15
0
83
519
0
53
507
VN
13A-5ocs
0.125
sw
3.50
2.22
126
108
378
240
90
90
315
200
1A-clom
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1A-clomd
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1 D-c2om
1 D-c2om
0.870
0.870
sw
sw
24.36
24.36
59.41
59.41
6
12
0
0
146
292
356
713
0
0
0
0
0
0
0
0
W,
L--G
13A-5ocs -
0.125
w
3.50
2.22
0
0
0
0
0
0
0
0
IA-clom
1.270.
.w
35.56
91.12
0
0
0
0
0.
0,
0
0
13A-5ocs
0.125
nw
3.50
2.22
0
0
0
0
0
0
0
0
1A-c1om
1.270
nw
35.56
70.43
0
0
0
0
0
0
0
0
1 D-c2om
0.870
nw
24.36
58.95
0
0
0
0
0
0
0
0
P
12C-Osw
0.091
2.55
1.28
0
0
0-
0
0
0
0
0
C
16B-19ad
0.049
-
1.37
2.57
158
158
217
406
152
152
209
391
F
21A-20c
0.027
0.76
0.00
158
.158
119.
0
152
152
115
0
6
c) AED excursion
253
37
Envelope loss/gain
1247
2029
2892
4204
12
a) Infiltration
236
63
437
117
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
0
0
Subtotal (lines 6 to 13)
1483
2092
3328
4321
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
1483
2092
3328
4321
15
Duct loads
0%
0%
0
0
0%
0%
0
0
Total room load
1483
2092
3328
4321
Air required (cfm)
92
91
207
189
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
. P. wriy�.tsoR- Right -Suite® universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:\Documents and SeftingsWikki_2wy Documents\Wrightsoft HVACWOBLE RES..rup Calc = MJ8 Orient Page 3
p1 tc�x Right-.1® Worksheet Job:
- Entire House Date:
QUICK CALCS, INC. By.
317-ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@SOL.COM
1
Room name
FOYER
LIVING
2
Exposed wall
10.0 ft
9.0 ft
3
Ceiling height
12.0 ft heat/cool
9.0 It heat1cool
4-
Room dimensions
1.0 x 99.0 ft
1.0 x 479.0 ft
5
Room area
99.0 ftz
479.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ftz)
Load
Area (ft2)
Load
number
(Btuh/ft;°F)
(Btuh/ftz)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
T
13A-5ocs
0.125
n
3.50
2.22
0
0
0
.0
0
0
0
0
1A-clomd
1.270
n
135.56
34.77
0
0
0
0
0
0
0
0
-G
13A-5ocs
0.125
ne
3.50
2.22
0
0
0
0
0
0
0
0
IA-clom
1.270
ne
35.56
70.43
0
0
0
0
0
0
0
0
W
�G
11
13A-5ocs
1A-clom
0.125
1.270
a
a
3.50
35.56
2.22
91.12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�j
13A-5ocs
0.125
se
3.50
2.22
120
78
273
174
0
0
0
0
IA-clom
1.270
se
35.56
70.95
0
0
0
0
0
0
0
0
�G
�D
11 DO
0.390
se
10.92
11.31
42
42
459
475
0
0
0
0
UN
13A-5ocs
1A-clam
0.125
1.270
s
s
3.50
35.56
2.22
34.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
vu
13A-5ocs
0.125
sw
3.50
2.22
0
0
0
0
0
0
0
0
1A-clom
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
IA-clomd
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1 D-c2om
1 D-c2om
0.870
0.870
sw
sw
24.36
24.36
59.41
59.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-5ocs
0.125:
w.:
3.50
2.22
0
ON
0
0
0
0
0
0
IA-clom
1.2M
w
35.56
91.12
0
0
0
0
0
0
0
0
W,�
�GG
13A-5ocs
0.125
nw
3.50
2.22
0
0
0
0
81
51
179
113
1A-clom
1 D-c2om
1.270
0.870
nw
nw
35.56
24.36
70.43
58.95
0
0
0
0
0
0
0
0
30
0
0
0
1067
0
2113
0
P
12C-Osw
0.091`
-
2.55
1.28
. 0
0
0
0
0
0
0,
0
C
16B-19ad
0.049
1.37
2.57
99
99
136
255
479
479
657
1232
F
21A-20c
0.027
-
0,76
0.00
99
99
75
0
479
479
362
0
6
c) AED excursion
-83
159
Envelope loss/gain
942
821
2265
3617
12
a) Infiltration
185
50
125
33
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
2
1
2400
Subtotal (lines 6 to 13)
11127
870
2389
6051
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
131
83
14
Subtotal
1127
870
2521
6134
15
Duct loads
1 0%
0%
0
0
0%
0%
0
0
Total room load
1127
870
2521
6134
Air required (cfm)
70
38
157
268
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
-Pf *- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:1Documents and SettingsWikki_2\My DocumentslWrightsoft HVACWOBLE RES..rup Calc = MJB Orient Page 4
Right-.1® Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@,AOL.COM
Job:
Date:
By:
1
Room name
BATH 2
BEDROOM 2
2
Exposed wall
0 ft
21.0 ft
3
Ceiling height
9.0 ft heat1cool
9.0 ft heat/cool
Room dimensions
10.0 x 5.0 ft
13.0 x 12.0 ft
5
Room area
50.0 ft2
156.0 ft2
Ty
Construction
U-value
Or
HTM
Area (ft2)
Load
Area (ft2)
Load
number
(Btuh/ft2-OF)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W,
-G
13A-5ocs
0.126
n
3.50
2.22
0
0
0
0
0
0
0
0
1A-clomd
1.270,
n
35.56
34.77
0
0
0
0
0
0
D
0
13A-5ocs
0.125
ne
3.50
2.22
0
0
0
0
0
0
0
0
IA-clom
1.270
ne
35.56
70.43
0
0
0
0
0
0
0
0
11
13A-5ocs
IA-clom
0.125
1.270
a
a
3.50
35.56
2.22
91.12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�j
13A-5ocs
0.125
se
3.50
2.22
0
0
0
0
117
97
340
216
1A-clom
1.270
se
35.56
70.95
0
0
0
0
20
0
711
1419
�G
�D
11 DO
0.390
se
10.92
11.31
0
0
0
0
0
0
0
0
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
IA-clom
1.270
s
35.56
34.77
0
0
0
0
0
0
0
0
13A-5ocs
0.125
sw
3.50
2.22
0
0
0
0
72
72
252
160
1A-clom
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
IA-clomd
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1 D-c2om
1 D-c2om
0.870
0.870
sw
sw
24.36
24.36
59.41
59.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
WI -
13A-5ocs
0.125
w
3.50
2.22
0
0
0
0
0:
0
0
0
1A-clom
1.270
w
35.56
91.12
0
0
0
01
0
0
0
0
-i
13A-5ocs
0.125
nw
3.50
2.22
0
0
0
0
0
0
0
0
IA-clom
1.270
nw
35.56
70.43
0
0
0
0
0
0
0
0
1 D-c2om
0.870
nw
24.36
58.95
0
0
0
0
0
0
0
0
P
12C-0sw
0.091,
-
2.55
1.28
0
0
0
0
108
108
275
139
C
16B-19ad
0.049
-
1.37
2.57
50
50
69
129
156
156
214
401
F
21A-20c
0,027
-
0,76
0,00
50
50
38
0
150
156
118
0
6
c) AED excursion
-11
341
Envelope losstgain
106
117
1910
2676
12
a) Infiltration
0
0
291
78
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
l)
Appliances @ 1200
0
1
01
0
1/0
Subtotal (lines 6 to 13)
106
117
2201
2754
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
82
52
49
31
14
Subtotal
189
169
2250
2785
15
Duct loads
0%
0%
0
0
0%
0%
0
0
Total room load
189
169
2250
2785
Air required (cfm)
12
7
140
122
Printout certified by ACCA to meet all reauirements of Manual J 8th Ed.
--Vsj"Iz--vt- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:1Documents and SettingsWikki_2WIy DocumentslWrightsoft HVACWOBLE RES..rup Calc = MJ8 Orient Page 5
cs, Right-J® Worksheet Job:
• Entire House Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@J\OL.COM
1
Room name
HALL
KITCHEN
2
Exposed wall
O ft
O ft
3
Ceiling height
9.0 ft heat/cool
9.0 ft heaUcool
4
Room dimensions
3.0 x 13.0 ft
1.0 x 169.5 ft
5
Room area
39.0 ft'
169.5 ft'
Ty
Construction
number
U-value
(Btuh/ft2-°F)
Or
HTM
t
Area (ft2)
I or perimeter (ft)
Load
(Btuh)
Area (ft2)
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
W
13A-5ocs
0.126
n
3.50
2.22
0
0
0
0
0
0
0
0
�C
IA-clomd
1.270.
n
35.56
34.77
0
0,
0
0
0
0
0
0
W
T-G
13A-5ocs
0.125
ne
3.50
2.22
0
0
0
0
0
0
0
0
1A-clom
1.270
ne
35.56
70.43
0
0
0
0
0
0
0
0
Val
�G
11
13A-5ocs
1A-clom
0.125
1.270
a
a
3:50
35.56
2.22
91.12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�i
13A-5ocs
1A-clam
0.125
1.270
se
se
3.50
35.56
2.22
70.95
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
I-G
L -D
W
(-G
11130
13A-5ocs
1A-clom
0.390
0.125
1.270
se
s
s
10.92
3:50
35.56
11.31
2.22
34.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-5ocs
0.125
sw
3.50
2.22
0
0
0
0
0
0
0
0
1A-clom
IA-clomd
1 D-c2om
1 D-c2om
1.270
1.270
0.870
0.870
sw
sw
sw
sw
35.56
35.56
24.36
24.36
70.95
70.95
59.41
59.41
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
WJ
t-G
13A-5ocs
1A-clom
0.125
1.270:
w
w
3.50
35.56
2.22
9.1.12
0
0
01
0
0
0'
0
0
0
0.
0
0
0
0
0
0
13A-5ocs
0.125
nw
3.50
2.22
0
0
0
0
0
0
0
0
IA-clom
1 D-c2om
1.270
0.870
nw
nw
35.56
24.36
70.43
58.95
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�G
P
12C-Osw
0.091
-
2.55
1.28
90
90
229
115
0.
A
0
0
C
16B-19ad
0.049
-
1.37
2.57
39
39
54
100
170
170
233
436
F
21A-20c
0,027,
0.76
0,00
39
39
29
0
170
170
128
0
6
c) AED excursion
-19
-266
Envelope loss/gain
312
197
361
170
12
a) Infiltration
0
0
0
0
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
1
230
Appliances @ 1200
0
0
2
1 2400
Subtotal (lines 6 to 13)
312
197
361
2800
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
-312
-197
170
104
14
Subtotal
0
0
531
2904
15
Duct loads
1 0%
0%
0
0
0%
0%
0
0
Total room load
0
0
531
2904
Air required (cfm)
0
0
33
127
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
'4ft-FP- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:\Documents and Settings\Nikki_2\My Documents\Wrightsoft HVACWOBLE RES..rup Calc = MJ8 Orient Page 6
• Right-J® Worksheet Job:
• Entire House Date:
By:
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM
1
Room name
BREAKFAST
FAMILY ROOM
2
Exposed wall
22.6 ft
24.7 ft
3
Ceiling height
9.0 ft heat/cool
9.0 ft heat/cool
4
Room dimensions
1.0 x 212.0 ft
1.0 x 268.0 ft
5
Room area
212.0 ft'
268.0 ft'
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Area (ftz)
Load
number
(Btuh/ft2-°F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
�-G
13A-5ocs
0.125
ri
3.50
2.22
0
0
0
0
0
0
0
0
IA-clomd
1.270
. n.
35.56
, 34.77
0
0
0
0
0
0
0
0
W
T-G
13A-5ocs
0.125
ne
3.50
2.22
0
0
0
0
19
19
66
42
1A-clom
1.270
ne
35.56
70.43
0
0
0
0
0
0
0
0
VE13A-5ocs
`G
11
1A-clom
0.125
1.270.
a
a
3.50
35.56
2.22
91.12
0
0
0
0
0
0.
0
0
51
0
51
0
178
0
113
0
13A-5ccs
0.125
se
3.50
2.22
0
0
0
0
0
0
0
0
1A-clom
1.270
se
35.56
70.95
0
0
0
0
0
0
0
0
11DO
0.390
se
10.92
11.31
0
0
0
0
0
0
0
0
W
'
13A-5ocs
0.125
1.270
s
s
3.50
35.56
2.22
34.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
G'IA-clom
13A-5ocs
0.125
sw
3.50
2.22
36
21
74
47
63
15
54
34
1A-clom
1.270
sw
35.56
70.95
15
0
533
1064
0
0
0
0
1A-clomd
1.270
sw
35.56
70.95
0
0
0
0
48
0
1693
3377
1 D-c2om
1 D-c2om
0.870
0.870
sw
sw
24.36
24.36
59.41
59.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
yJ
T-G
13A-5ocs:
0;125
w
&50
2.22
51
36.
127
81
0
0
0
0
1A-clom
1.270
w
35.56
91.12
15
0
519
1329
0
0
0
0
W,
13A-5ocs
0.125
nw
3.50
2.22
117
102
357
227
90
60
210
133
1A-clom
1 D-c2om
1.270
0.870
nw
nw
35.56
24.36
70.43
58.95
15
0
0
0
533
0
1056
0
30
0
0
0
1067
0
2113
0
r�
P
12C-Osw
0.091
2.55
1.28
0
0
0
0
0'
.0
0
0
C
166-19ad
0.049
-
1.37
2.57
212
212
291
545
268
268
368
689
F
21A-20c
0.027
-
0.76
0.00
212
212
160
0
268
268
203
0
6
c) AED excursion
864
1174
Envelope loss/gain
2594
5213
3837
7676
12
a) Infiltration
314
84
343
92
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
1
01
0
1
0
Subtotal (lines 6 to 13)
2908
5297
4181
7768
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
2908
5297
4181
7768
15
Duct loads
1 0%
0%
0
0
0%
0%
0
0
Total room load
2908
5297
4181
7768
Air required (cfm)
181
231
260
339
Printout certified by ACCA to meet all reouirements of Manual J 8th Ed.
-�$+- wrigr+tsoft- Right -Suite® universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:\Documents and SettingsWikki_2WIy Documents\Wrightsoft HVACWOBLE RES..rup Calc = MJ8 Orient Page 7
VU M -s. Right-J® Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@/10L.COM
Job:
Date:
By:
1
2
Room name
Exposed wall
HALLWAY
O ft
LAUNDRY
O ft
3
4
5
Ceiling height
Room dimensions
Room area
9.0 ft heat/cool
14.0 x 3.0 ft
42.0 ft2
9.0 ft heat/cool
9.0 x 6.0 ft
54.0 ft2
Ty
Construction
U-value
Or
HTM
Area 2
(ft2)
Load
number
(Btuh/ft�-°F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
ore perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6VE-G13A-5ocs
IA-clomd
13A-5ocs
0.126
1.270..
0.125
n
n.
ne
3.60
35.56
3.50
'2.22
34.77
2.22
0
0
0
0
0
0
0
0
0
0'
0
0
0•
0
0
0
0
0
0
0
0
0
0
0
11
1A-clom
13A-5ocs
IA-c1om
13A-5ocs
IA-clom
11 DO
13A-5ocs
1A-c1om
13A-5ocs
1.270
0.125
1.270
0.125
1.270
0.390
0.125
1.270
0.125
ne
e"
a
se
se
se
s
s
sw
35.56
3.50
35.56
3.50
35.56
10.92
3.50
35,56
3.50
70.43
2.22
91.12
2.22
70.95
11.31
2.22
34.77
2.22
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
01
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
T-G
�i
�G
-D
VN
L--G
1A-clom
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1A-clomd
1 D-c2om
1 D-c2om
13A-5ocs
IA-clom
13A-5ocs
IA-clom
1 D-c2om
12C-Osw
1613-19ad
21A-20c
1.270
0.870
0.870
0.125
1.270
0.125
1.270
0.870
0.091
0.049
0.027
sw
sw
sw
w
w
nw
nw
nw
-
-
-
35.56
24.36
24.36
3.50
35.56
3,50
35.56
24.36
2.55
1.37
0.76
70.95
59.41
59.41
2.22
91.12'
2.22
70.43
58.95
1.28
2.57
0.00
0
0
0
,- 0
0
0
0
0
126
42
42'
0
0
0
0
0
0
0
0
126
42
42
0
0
0
0
0
0
0
0
321
58
32
0
0
0
0
0
0
0
0
.162
108
0
0
0
0
0
0
0
0
0
0
54
54'
0
0
0
0
0
0
0
0
0
54
54
0
0
0
0
0
0
0
0
0
74
41.'
0
0
0
0
0
0
0
0
0
139
0
�i
I-G
VG
P
C
F
6
c) AED excursion
-23
-12
Envelope loss/gain
410
246
115
127
12
a) Infiltration
b) Room ventilation
0
0
0
0
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
0
0
Subtotal (lines 6 to 13)
410
246
115
127
14
15
Less external load
Less transfer
Redistribution
Subtotal
Duct loads
0%
0%
0
0
410
0
0
0
0
-246
0
0
0%
0%
0
0
217
332
0
0
0
130
257
0
Total room load
Air required (cfm)
0
0
0
0
332
21
257
11
Printout certified by ACCA to meet all reouirements of Manual J 8th Ed
Ate- -�- wrigi�tsoft- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:\Documents and SettingMikki_My Documents\Wrightsoft HVAC\NOBLE RES..rup Calc = MJB Orient Page 8
Right-JO Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM
Job:
Date:
By:
1
Room name
CLOSET 2
CLOSET
2
Exposed wall
1.0 ft
2.0 ft
3
Ceiling height
9.0 ft heat/cool
9.0 ft heat1cool
4
Room dimensions
8.0 x 5.0 ft
1.0 x 39.5 ft
5
Room area
40.0 ftz
39.5 ft'
Ty
Construction
U-value
Or
HTM
Area '(ft�
Load
Area (W)
Load
number
(13tuh/fl:22F)
(Bt
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/PIS
Heat
Cool
Gross
N/PIS
Heat
Cool
6
W,
13A-5ocs
0.125
n
3.50
2.22
0
0
0
0
0
0
0
0
1A-clomd
1.270
n
35.56
34.77
0
0
0
0
0
10
0
0
13A-5ocs
0.125
ne
3.50
2.22
9
9
32
20
9
9
32
20
1A-clom
1.270
ne
35.56
70.43
0
0
0
0
0
0
0
0
ILG
11
13A-5ocs
1A-clom
0.125
1.270
a
a
3.50
35.56
2.22
91.12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
�i
13A-5ocs
0.125
se
3.50
2.22
0
0
0
0
9
9
32
20
IA-clom
1.270
se
35.56
70.95
0
0
0
0
0
0
0
0
�G
�--D
11 DO
0.390
se
10.92
11.31
0
0
0
0
0
0
0
0
V�1
' G
13A-5ocs
1A-clom
0.125.
1.270,
s
s
3.50
35.56
2.22
34.77
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-5ocs
0.125
sw
3.50
2.22
0
0
0
0
0
0
0
0
IA-clom
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1A-clomd
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1 D-c2om
1 D-c2om
0.870
0.870
sw
sw
24.36
24.36
59.41
59.41
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
13A-5ocs
0.125
w
3.50
2.22
0
0
0
0
0
0
0
0
1A;clom
1.270
w
35.56
91.12
0'
0
0
0
0
0
0
0
13A-5ocs
0.125
nw
3.50
2.22
0
0
0
0
0
0
0
0
1A-clom
1.270
nw
35.56
70.43
0
0
0
0
0
0
0
0
1 D-c2om
0.870
nw
24.36
58.95
0
0
0
0
0
0
0
0
P
12C-Osw
0.091
-.
2.55
1.28
0'
0
0
0
0
0
0
0
C
16B-19ad
0.049
-
1.37
2.57
40
40
55
103
40
40
54
102
F
21A-20c
0,027
-
0.76
0.00
40
40
30
0
40
40
30
0
6
c) AED excursion
-11
-13
Envelope loss/gain
117
112
147
129
12
a) Infiltration
14
4
28
7
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
0
0
0
Subtotal (lines 6 to 13)
1130
116
175
136
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
130
116
175
136
1151
Duct loads
1 0%
0%
0
0
0%
0%
0
0
Total room load
130
116
175
136
Air required (cfm)
8
5
11
6
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
-�- wrigF.tsoft- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:XDocuments and SettingsWikki_21My Documents%Wrightsoft HVACWOBLE RES..rup Calc = MJ8 Orient Page 9
Right-M Worksheet
Entire House
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM
Job:
Date:
By:
1
Room name
BATH 3
BEDROOM 4
2
Exposed wall
33.0 ft
38.4 ft
3
Ceiling height
9.0 ft heat1cool
9.0 ft heat/cool
4
Room dimensions
1.0 x 78.5 ft
1.0 x 140.2 ft
5
Room area
78.5 ftz
140.2 ftz
Ty
Construction
U-value
Or
HTM
Area (ftz)
Load
Area (ftz)
Load
number
(Btuh/W-OF)
(Btuh/ft-)
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
VL
13A-5ocs
0.125.
n
3.50
2.22
0
0
0
0
0
0
0
0
1A-clomd
1.270
n
35.56
34.77
0
0
0
0
0
0
0
0
W,
13A-5ocs
0.125
ne
3.50
2.22
90
90
315
200
116
101
354
225
1A-clom
1.270
ne
35.56
70.43
0
0
0
0
15
0
533
1056
-G
W
�G
11
13A-5ocs
IA-clom
0.125
1.270
a
a
3.50
35.56
2.22
91.12
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
L913A-5ocs
0.125
se
3.50
2.22
63
63
221
140
99
99
347
220
1A-clom
1.270
se
35.56
70.95
0
0
0
0
0
0
0
0
11 DO
0.390
se
10.92
11.31
0
0
0
0
0
0
0
0
W
T-G
13A-5ocs
0.125
s
3.50
2.22
0
0
0
0
0
0
0
0
1A-clom,
1.270
s
35.56
34.77
0
0
0
0
0
0
0
0
W
13A-5ocs
0.125
sw
3.50
2.22
19
19
66
42
17
17
60
38
IA-clom
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1A-clomd
1.270
sw
35.56
70.95
0
0
0
0
0
0
0
0
1 D-c2om
0.870
sw
24.36
59.41
0
0
0
0
0
0
0
0
1 D-c2om
0.870
sw
24.36
59.41
0
0
0
0
0
0
0
0
W
L--G
13A-5ocs
0.125
w
3.50
2.22
0
0
0
0
51
51
178
113
IA-clom
1.270
w
35.56
91.12
0
0
0
0
0
0
0
0
13A-5ocs
0.125
nw
3.50
2.22
126
120
420
267
63
63
221
140
1A-clom
1.270
nw
35.56
70.43
0
0
0
0
0
0
0
0
1D-c2om
0.870
nw
24.36
58.95
6
0
146
354
0
0
0
0
P
12C-Osw
0.091:
-
2.55'
1.28
0
0
0
0
0
.0
0
0
C
16B-19ad
0.049
1.37
2.57
79
79
108
202
140
140
192
361
F
21A-20c
0,027:
-
0.76
0.00
79
79
59
0
140
140
106
0
6
c) AED excursion
8
-193
Envelope losstgain
1334
1213
1992
1962
12
a) Infiltration
459
123
534
143
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances @ 1200
0
1
0
0
0
Subtotal (lines 6 to 13)
1793
1336
2525
2105
Less external load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
1793
1336
2525
2105
15
Duct loads
10%
0%
0
0
0%
0%
0
0
Total room load
1793
1336
2525
2105
Air required (cfm)
111
58
157
92
Printout certified by ACCA to meet all requirements of Manual J 8th Ed.
Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:\Documents and SettingsWikki_21My Documents\Wrightsoft HVACWOBLE RES..rup Calc= MJ8 Orient Page 10
Right-M Worksheet Job:
Entire House Date:
By.
QUICK CALCS, INC.
317 ST. LUCIE LN., FT. PIERCE, FL 34946 Phone: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM
1
Room name
BEDROOM 3
2
Exposed wall
29.0 ft
3
Ceiling height
9.0 ft heat/cool
4
Room dimensions
12.0 x 13.0 ft
5
Room area
156.0 ftz
Ty
Construction
U-value
Or
HTM
Area (ftq
Load
Area
Load
number
(Btuh/ft? `F)
(Btuh/ft2)
or perimeter (ft)
(Btuh)
or perimeter
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
V,V
L-C
13A-5ocs
.0.125
n
3.50
2.22
0
0
0
0
1A-clomd
1.270
n
35.56
34.77
0
0
0
0
VV
T-G
13A-5ocs
0.125
ne
3.50
2.22
117
102
357
227
1A-clom
1.270
ne
35.56
70.43
15
0
533
1056
�-G
11
13A-5ocs
1A-clom
0.125
1.270
,e
a
3.50
35.56
2.22
91.12
0
0
0
0
0
0
0
0
�i
13A-5ocs
0.125
se
3.50
2.22
36
36
126
80
1A-clom
1.270
se
35.56
70.95
0
0
0
0
�G
�-D
11D0
0.390
se
10.92
11.31
0
0
0
0
W
L-G
13A-5ocs
IA-clom
0.125
1.270
s
s
3.50
35.56
2.22
34.77
0
0
0
0
0
0
0
0
VN
13A-5ocs
0.125
sw
3.50
2.22
0
0
0
0
1A-clom
1.270
sw
35.56
70.95
0
0
0
0
1A-clomd
1.270
sw
35.56
70.95
0
0
0
0
1 D-c2om
0.870
sw
24.36
59.41
0
0
0
0
1 D-c2om
0.870
sw
24.36
59.41
0
0
0
0
13A-5ocs
0.125
w
3.50
2.22
0
10,
0
0
1A-clom
1.270.
w
35.56
-.91.12
0-
0
0
0
13A-5ocs
0.125
nw
3.50
2.22
108
108
378
240
1A-clom
1 D-c2om
1.270
0.870
nw
nw
35.56
24.36
70.43
58.95
0
0
0
0
0
0
0
0
P
12C-Osw.
0.091
. -
2.55
1.28
72
72
183
92
C
16B-19ad
0.049
1.37
2.57
156
156
214
401
F
21A-20c -
0.027
-
0.76
0,00
156
156
118
0
6
c) AED excursion
-185
Envelope loss/gain
1910
1913
12
a) Infiltration
402
108
b) Room ventilation
0
0
13
Internal gains: Occupants @ 230
0
0
Appliances @ 1200
0
0
Subtotal (lines 6 to 13)
1 2312
2021
Less external load
0
0
Less transfer
0
0
Redistribution
72
43
14
Subtotal
2384
2064
15
Duct loads
0%
0%
0
0
Total room load
2384
2064
Air required (cfm)
148
90
Printout certified by ACCA to meet all reauirements of Manual J 8th Ed.
+$�- wrigr�tsoTt- Right -Suite® Universal 7.1.08 RSU08101 2011-Mar-24 09:06:04
C:1Documents and SettingsWikki_2WIy DocumentslWrightsoft HVACWOBLE RES..rup Calc= MJ8 Orient Page 11