HomeMy WebLinkAboutPROJECT INFORMATION-f-Ii Ilio- nay
FORM R405-2017
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: SEDONA DEVELOPMENT 3143.3153
Builder Name:
�D
13
BY
Street: 3143-3153 NIGHTFALL CIRCLE
Permit Office: ST. LUCIE COUNTY $f. LUC
City, State, Zip: FT. PIERCE, FL,
Permit Number.
COUl1t
Owner.
Jurisdiction:
y
Design Location: FL, Fort Pierce
County:: St. Lucie (Florida Climate
Zone 2 )
1. New construction or existing Now (From Plans)
9. WallTypes(6420.0 sgft.)
Insulation Area
2. Single family or multiple family Multi -family
a. Concrete Block- Int Insul, Exterior
R=4.1 6420.00 fY
3. Number of units, if multiple family a
b. WA
o NIA
R= ftz
R= fts
4. Number of Bedrooms 12
d. NIA
R= ftz
S. Is this a worst case? No
10. Ceiling Types (4045.0 sgft.)
Insulation Area
a. Under Attic (Vented)
R=30.0 4048.00 ft'
6. Conditioned floor area above grade (W) 4044
b. WA
R= ft=
Conditioned floor area below grade (ft2) 0
c. N/A
R= ft'
7. Windows(390.0 sqft.) Description Area
113 additional duct system(s)
6 135
a. U-Factor: Dbl, U=0.65 240.00 fP
b. Sup: Attic, Rat. Attic, AH: UNIT 1
a 135
SHGC: SHGC=0.25
c. Sup: Attie, Rat Attic, AH: UNIT 1
(sea detail
b. U-Factor. Dbi, U=0.60 150.00 ftz
12. Cooling systems
kBtu/hr Efficiency
SHGC: SHGC=0.25
a. Central Unit
18.8 SEER:16.00
c. U-Factor. N/A ft,
b. Central Unit
18.8 SEER:16.00
3 additional cooling systems
(see details)
SHGC:
13. Heating systems
kBtulhr Efficiency
it. U-Factor. N/A fF
a. Electric Strip Heat
17.0 COP:1.00
SHOO:
b. Electric Strip Heat
17.0 COP:1.00
Area Weighted Average Overhang Depth: 1.000 ft.
3 additional heating systems
(see details)
Area Weighted Average SHGC: 0.250
14. Hot water systems
8. Floor Types-(4044.0 sqft.) Insulation Area
a.Elecbic
Cap: 40 gallons
a. Slab -On -Grade Edge Insulation R=0.0 4044.00 fP
b. Conservation features
SF: 0.950
b. WA R= fN
None
a WA R= f 2
15. Credits
CF, Pstat
Glass/Floor Area: 0.096 Total Proposed Modified Loads: 151.99
Se
PASS
Total Baseline
Loads: 157.42
/'1�7�7
1 hereby certify that the plans and specifications covered by
Review of the plans and
STAB
this calculation are in compliance with the Florida Energy
specifications covered by this
o�48E
y OA
Code.
calculation indicates compliance
y
with the Florida Energy Code.
PREPAR BY:
Before construction is completed
DATE:
this building will be inspected for
compliance with Section 563.908
* e
I hereby certify that this building, as designed, is in compliance
Florida Energy
Florida Statutes.
,✓),
G'Op
with the Code �f
yy$
OWNER/AGENT: /)'
BUILDING OFFICIAL:
DATE: S Z - of
DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory -sealed in accordance with R403.3.2.1.
- Compliance requires an Air Barrier and Insulation Inspection Checklist In accordance with R402.AAJLandAhkDro eat requires an
envelope leakage test report with envelope leakage no greater than 7.00 ACH50 (R402.4.1.2). RECEIVE
MAY 21 2018
6/18/2018 4:33 PM EnergyGauge® USA -FlaRes2017 Section R4o5A.1Compliant Software I Permitting Deper tei
St. LUcie County, FL
FORM R405-2017
PROJECT
Title: SEDONA DEVELOPMENT 3
Bedrooms: 12
Address Type. Street Address
Building Type: User
Conditioned Area: 4044
Lot #
Owner Name:
Total Stories: 1
Block/Subdlvlslon:
# of Units: 6
Worst Case: No
PlatBook:
Builder Name:
Rotate Angle: 0
Street 3143-3153 NIGHTFALL
Permit Office: ST. LUCIE COUNTY
Cross Ventilation: No
County: St. Lucia
Jurisdiction:
Whole House Fen: No
City, State, Zip: FT. PIERCE,
Family Type: Multi -family
FL,
New/Existing: New (From Plans)
Comment:
CLIMATE
Design Temp
IM Design Temp Heating Design Daily Temp
Design Location TMY Site 97.5 % 2.5 %
Winter
Summer Degree Days Moisture
Range
FL, Fort Pierce FILVERO_BEACH MUNI 39 90
70
75 299 62
Low
BLOCKS
Number Name Area
Volume
1 Blockl ass
6e90
2 Biock2 667
6670
3 Blocks 667
6670
4 Block4 1334
13340
5 Biock5 688
6880
SPACES
Number Name Area
Volume Kitchen Occupants
Bedrooms In011D Finished Cooled
Heated
1 UNIT 1 688
6880 Yes 2
2
1 Yes Yes
Yes
2 UNIT2 667
6670 No 2
2
1 Yes Yes
Yes
3 UNIT 3 667
6670 No 2
2
1 Yes Yes
Yes
4 UNIT 4AND 5 1334
13340 No 2
4
1 Yes Yes
Yes
6 UNIT a 688
6880 No 2
2
1 Yes Yes
Yes
FLOORS
# FloorType Space Perimeter PerimeterR-Value
Area
Joist R-Value Tile Wood
Carpet
1 Slab -On -Grade Edge Insulatio
UNIT 1 125 It 0
see 11
— 1 0
0
2 Slab -On -Grade Edge Insulatio
UNIT 2 125 ft 0
667 fN
— 0 0
1
3 Slab -On -Grade Edge Insulatio
UNIT 3 125 ft 0
667 ft'
— 1 0
0
4Slab-On-Grade Edge lnsulat o UNIT4 AND 6 260 ft 0
1334 ft2
— 1 0
0
5 Slab -On -Grade Edge Insulatio
UNIT 6 125 it 0
688 ft'
— 1 0
0
5/15/2018 4:33 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 2 of 6
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FORM R405-2017
DOORS
#
Omt Door Type
Space
Storms
U-Value
Width
Height
Area
Ft
In
Ft In
1
N Insulated
UNIT 1
None
.37 3
6 8
20 ft
2
N Insulated
UNIT 2
None
.37 3
6 8
20 ft
3
S Insulated
UNIT 3
None
.37 3
6 8
20 ft2
4
W Insulated UNIT 4 AND
None
.37 3
5 8
20 ft2
5
W Insulated UNIT AND
None
.37 3
6 8
20 ft2
6
S Insulated
UNITS
None
.37 3
6 8
20 ft2
WINDOWS
Orientation shown is the entered, ProDosed orientation.
/
Wall
Overhang
V #
Omt ID Frame Panes
NFRC
U-Factor SHGC
Imp
Area Depth
Separation
Int Shade
Screening
1
SW 1 Metal Low-E Double
Yes
0.65 0.25
N
40.0 ft2 1 ft 0 in
1 ft 4 in
Drapes/blinds
None
2
NE 3 Metal Low-E Double
Yes
0.6 0.25
N
20.0 ft2 1 It 0 in
1 ft 4 in
Drapes/blinds
None
3
SE 4 Metal Low-E Double
Yes
0.6 0.25
N
15.0 ft2 1 ft 0 in
1 ft 4 in
Drapes/blinds
None
4
NW 5 Metal Low-E Double
Yes
0.65 0.25
N
40.0 ft2 1 It 0 in
1 ft 4 in
Drapes/blinds
None
5
NE 7 Metal Low-E Double
Yes
0.6 0.25
N
20.0 ft2 1 It 0 in
1 ft 4 in
Drapes/blinds
None
6
SW 9 Metal Low-E Double
Yes
0.65 0.25
N
40.0 ft2 1 It 0 in
1114 in
Drapes/blinds
None
7
NE 11 Metal Low-E Double
Yes
0.6 0.25
N
20.0 ft2 1 It 0 in
1 ft 4 in
Drapes/blinds
None
8
SW 13 Metal Low-E Double
Yes
0.65 0.26
N
80.0 ft2 1 ft 0 in
1 ft 4 in
Drapes/blinds
None
9 .-
NE 15 Metal Low-E Double
Yes
0.6 0.25
N
40.0 ft2 1 ft 0 in
1 ft 4 in
Drapes/blinds
None
10
SW 17 Metal Low-E Double
Yes
0.65 0.25
N
40.0 ft2 1 It 0 in
1 ft 4 in
Drapes/blinds
None
11
NW 18 Metal Low-E Double
Yes
0.6 0.26
N
15.0 ft2 1 ft 0 in
1 It 4 In
Drapes/blinds
None
12
NE 19 Metal Low-E Double
Yes
0.6 0.25
N
20.0 ft2 1 It 0 in
1 ft 4 in
Drapes/blinds
None
INFILTRATION
# Scope
Method SLA
CFM 50 ELA
EgLA ACH
ACH 50
1 Wholehouse Proposed ACH(50) .000445
4718 259.01
487.11 .3247
7
HEATING SYSTEM
#
System Type Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip HeaU None
C0P:1
17 kBtu/hr
1
sys#1
2
Electric Strip HeaU None
COPA
17 kBtu/hr
2
sys#2
3
Electric Strip Heat/ None
COPA
17 kStu/hr
3
sys#3
5
Electric Strip Heat/ None
COPA
17 kBtu/hr
5
sys#5
4 A
Electric Strip HeaU None
COPA
17 kBtu/hr
4
sys#4
4 B
Electric Strip HeaU None
COPA
17 kBtu/hr
4
sys#4
5115/2018 4:33 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 4 of 6
FORM R405-2017
COOLING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Air Flow SHR
Block
Ducts
1
Central Unit/
None
SEER: 16
18.8 kBtu/hr
564 cfm 0.8
1
sys#1
2
Central Unit/
None
SEER: 16
18.8 kBtu/hr
564 cfm 0.8
2
sys#2
3
Central Unit/
None
SEER: 16
18.8 kBtu/hr
564 cfm 0.8
3
sys#3
5
Central Unit/
None
SEER: 16
18.8 kBtu/hr
564 cfm 0.8
5
sys#5
4 A
Central Unit/
None
SEER: 16
18.8 kBtu/hr
564 cfm 0.8
4
sys#4
4 B
Central Unit/
None
SEER: 16
18.8 kBtu/hr
564 cfm 0.8
4
sys#4
HOT WATER SYSTEM
#
System Type SubTpe
Location
EF Cap
Use
SetPnt Conservation
1
Electric None
UNIT 1
0.95 40 gal
130 gal 120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector Storage
Cert
# Company Name
System Model # Collector Model # Area Volume
FEF
None None
ft'
DUCTS
_ /
— Supply —
---- Return —
Air
CFM 25 CFM25
HVAC #
V
#
Location R-Value Area
Location
Area Leakage Type
Handler
TOT OUT ON
RLF
Heat Cool
1
Attic 6 135 ft'
Attic
35 ft' Default Leakage
UNIT 1
(Default) (Default)
1 1
2
Attic 6 135 ft'
Attic
35 ft' Default Leakage
UNIT 1
(Default) (Default)
2 2
3
Attic 6 135 ft'
Attic
35 fP Default Leakage
UNIT 1
(Default) (Default)
3 3
4
Attic 6 260 ft'
Attic
65 fN Default Leakage
UNIT 1
(Default) (Default)
4 4
5
Attic 6 135 fP
Attic
35 ft' Default Leakage
UNIT 1
(Default) (Default)
5 5
TEMPERATURES
Programable Thermostat: Y
Ceiling Fans:
Cooling
Heating
[[ ]]
[X]
Jan [[ ]] Feb [[ ]] Mar
Jan (X] Feb [X] Mar
Apr
Apr
Ma X Jun X] Jul
Jun 4 ] Jul
r Au
Aug
[X] Se [ ]Oct
[ ] Sep L J Oct
Nov
Nov
Dec
Venting
t)
Jan t) Feb tXl Mar
May Jun [ 1 Jul
E 111 Aug
t) Sep lxl
Nov
Dec
5/15/2018 4:33 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 5 of 6
FORM R405-2017
Thermostat Schedule:
Schedule Type
HERS 2006
Reference
1
2
3
4
5
Hours
6
7
8
g
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 (VVEH)
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 (VIIEH)
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
5/1512018 4:33 PM EnergyGauge® USA - FlaRes2017 Section R405.4.1 Compliant Software Page 6 of 6
2017 - AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: SEDONA DEVELOPMENT 3143-3153 Builder Name:
Street: 31433153 NIGHTFALL CIRCLE Permit Office: ST. LUCIE COUNTY
City, State, Zip: FT. PIERCE, FL, Permit Number:
Owner: Jurisdiction:
Design Location: FL, Fort Pierce
COMPONENT
AIR BARRIER CRITERIA
INSULATION INSTALLATION CRITERIA
General
A continuous air barrier shall be installed in the building envelope.
Air -permeable Insulation shall
requirements
The exterior thermal envelope contains a continuous air barrier.
not be used as a sealing material.
Breaks or joints in the air barrier shall be sealed.
Ceiling/aftic
The air barrier in any dropped ceiling/soffit shall be aligned with
The insulation in any dropped ceiling/soffit
the insulation and any gaps in the air barrier shall be sealed.
shall be aligned with the air barrier.
Access openings, drop down stairs or knee wall doors to
unconditioned attic spaces shall be sealed.
Walls
The junction of the foundation and sill plate shall be sealed.
Cavities within comers and headers of frame walls
The junction of the top plate and the top of exterior walls shall be
shall be Insulated by completely filling the cavity with
sealed.
a material having a thermal resistance of R3 per inch
Knee walls shall be sealed.
minimum.
Exterior thermal envelope insulation for framed walls
shall be Installed in substantial contact and
continuous ali nment with the air barrier.
Windows, skylights
The space between window/door jambs and framing, and
and doors
skylights and framing shall be sealed.
Rim joists
Rim joists shall include the air barrier.
Rim joists shall be insulated.
Floors
The air barrier shall be installed at any exposed edge of
Floor framing cavity insulation shall be installed to
(Including
Insulation.
maintain permanent contact with the underside of
above -garage
subfloor decking, or floor framing cavity insulation
and cantilevered
shall be permitted to be in contact with the top side
floors)
of sheathing, or continuous insulation Installed on
the underside of floor framing and extends from the
bottom to the top of all perimeter floor framing
members.
Crawl space walls
Exposed earth in unvented crawl spaces shall be covered with
Where provided instead of floor insulation, Insulation
a Class I vapor retarder with overlapping joints taped.
shall be permanently attached to the crawlspace walls
Shafts, penetrations
Duct shafts, utility penetrations, and flue shafts opening to
exterior or unconditioned space shall be sealed.
Batts in narrow cavities shall be cut to fit, or narrow
Narrow cavities
cavities shall be filled by insulation that on
installation readily conforms to the available cavity
spaces.
Garage separation
Air sealing shall be provided between the garage and conditioned spa
s.
Recessed lighting
Recessed light fixtures installed in the building thermal envelope
Recessed light fixtures installed in the building
shall be sealed to the drywall.
thermal envelope shall be air tight and IC rated.
Plumbing and wiring
Batt insulation shall be cut neatly to fit around wiring
and plumbing in exterior walls, or Insulation that on
installation readily conforms to available space shall
extend behind ninina and wilrina
Shower/tub
The air barrier Installed at exterior walls adjacent to showers and
Exterior walls adjacent to showers and tubs shall
on exterior wall
tubs shall separate them from the showers and tubs.
be insulated.
Electrical/phone box or
The air barrier shall be installed behind electrical or communication
exerior walls
boxes or air -sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall
be sealed to the sub -floor or drywall.
Concealed
When required to be sealed, concealed fire sprinklers shall only be
sprinklers
sealed in a manner that is recommended by the manufacturer.
Caulking or other adhesive sealants shall not be used to fill voids
a. In addition, inspection of log walls shall be in accordance with the provisions of ICC-400.
5/15/2018 4:33 PM EnergyGauge® USA - FlaRes2017 FBC 6th Edition (2017) Compliant Software Page 1 of 1
FORM R405-2017
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CAR®
ESTIMATED ENERGY PERFORMANCE INDEX* = 97
The lower the EnergyPerformance Index, the more efficient the home.
3143-3153 NIGHTFALL CIRCLE, 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
S. Is this a worst case?
S. Conditioned floor area (ft2)
7. Windows'
Description
a. U-Fadcr.
Dbl, U=0.65
SHGC:
SHGC=0.25
b. U-Factor.
Dbl, U=0.60
SHGC:
SHGC=0.25
c. U-Factor.
WA
SHGC:
d. U-Factor.
N/A
SHGC:
Area Weighted Average Overhang Depth:
Area Weighted Average SHGC:
B. Floor Types
a. Slab -On -Grade Edge Insulation
b. WA
c. NIA
New (From Plans)
Muld-famiy
6
12
No
4044
Area
240.00 ft2
160.00 ft2
ft2
fP
1.000 ft.
0.250
Insulation Area
R=0.0 4044.00 ft2
R= ft2
R= ft2
9. Wall Types
a. Concrete Block - Int Insul, Exterior
b. WA
0. WA
d. NIA
10. Ceiling Types
a. Under Attic (Vented)
b. WA
c. NIA
11. Duds
3 additional dud system(s)
b. Sup: Attic, Rot, Attic, AH: UNIT 1
c. Sup: Attie, Rat Attic, AH: UNIT 1
12. Cooling systems
a. Central Unit
b. Central Unit
3 additional cooling systems
13. Heating systems
a. Electric Strip Heat
b. Electric Strip Heat
3 additional heating systems
14. Hot water systems
a. Electric
b. Conservation features
None
15. Credits
I certify that this home has complied with the Florida Energy Efficiency Code for Building
Construction through the above energy saving features which will be installed for exceeded)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
ompli ntfeatures.
Builder Signature: !//y (/ i Date: ZO/ :
Address of New Home:
City/FL Zip:
Insulation Area
R=4.1 6420.00 ft2
R=
ft2
R-
ft2
R=
fr2
Insulation
Area
R=30.0
4046.00 ft2
R=
ft2
R=
ft2
R ft2
6 135
6 135
(see detail
kBtu/hr
Efficiency
18.8
SEER:16.00
18.8
SEER:16.00
(see details)
kBtu/hr
Efficency
17.0 COP:1.00
17.0 COP:1.00
(see details)
Cap:40 gallons
EF: 0.95
CF, Pstat
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Email EnergyGauge tech support at
techsupport@energygauge.com or see the EnergyGauge web site at energygauge.com for information and a list of
certified Raters. For information about the Florida Building Code, Energy Conservation, contact the Florida Building
Commission's support staff.
"Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, If not DEFAULT.
611612018 4:33 PM EnergyGauge® USA- FlaRes2017 - Section R405A.1 Compliant Software Page 1 of 1
+ wrightsofte Right -Suite® Universal 2018 Short Form
UNIT #1
QUICK CALCS, INC.
317 ST.. LUCIE UN., Fr.. PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Emil: QUICKCALCS@AOL.COM
Project• •
For. SEDONADEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
Job:
Data: FEBRUARY 16, 2016
By
Htg Clg
Htg Clg
Outside db
(OF)
42 90
Inside db
(OF)
70 75
Outside RH
(o/6)
- 60
Inside RH
(%)
- 50
Outsidewb
(OF)
- 78
Insidewb
(OF)
- 63
Daily range
(OF)
- 15
Design TO
(OF)
28 15
Moisturediff.
(grflb)
- 61
Heating Equipment
Cooling Equipment
Make
Make
Trane
Model
Model 4TTR6018J/rEM4AOB18S
Type
Elecsfrip
Type
SplitAC
Efficiency
100EFF
COP/EER/SEER
16.0
Heating Input
5.0 kW
Sensible Cooling
13.2
MBtuh
Heating Output
17.1 MBtuh
Latent Cooling
5.6
MBtuh
Humidifier
2.5 gpd
Total Cooling
18.8
MBtuh
LeavingAirTemp
137.2 OF
LewAngAirTemp
55.0
OF
Actual Heating Fan
231 clim
Actual Cooling Fan
627
cfm
Equipment Location
UNIT #1
System Type
PEAKCV
Fan Motor Heat Type
PACKAGE
Fan & Motor Combined Efficiency
0 %
Static PressureAcross Fan
0 in H2O
NAME
Area
ft2
Heat
Loss
Sensible
Gain
Latent
Gain
Htg
cfm
Clg
ch
Time
BEDROOM 1
188
5270
6401
818
87
282
Jul 1700 LDT
BATH
40
714
267
0
11
11
Jul 1700 LDT
KITCHEN LIVING
278
3390
2929
0
50
116
Jul 1700 LDT
BEDROOM 2
107
3059
4744
817
51
196
Jul 1700 LDT
ENTRY
69
2219
565
0
32
23
Jul 1700 LDT
UNIT#1
682
14652
1 14906 1
1635
1 231
627
Jul
-Fk- wrightsoR' 2018-May-1516:39:19
RighMSUriversa1201818.0.16 RSU08101 Page
...EDONADEVELOPMEM-3143-3153NIGFIFALLCIRCLE.nq) Calc=CLID Fmrt Doorfaws SE
9 Ri ht-Suite® Universal 2018 Short Form Job:
wri htSoft° g Date: FEBRUARY 16, 2018
UNIT #2 By.
QUICK CALCS, INC.
317 ST. LUCIE LN., Fr. PIERCE, FL 34946 P1nre: 772466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM
eLrojectintormation
For. SEDONADEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
Htg Clg
Htg Clg
Outside db
(OF)
42 90
Inside db (OF)
70 75
Outside RH
(a/o)
- 60
Inside RH (%)
- 50
Outsidewb
(OF)
- 78
Insidewb (OF)
- 63
Daily range
(OF)
- 15
Design TD (OF)
28 15
Moisture diff.
(grAb)
- 61
Heating Equipment
Cooling Equipment
Make
Make
Trane
Model
Model
4TTR6018J/rEM4AOB18
Type
Elec strip
Type
SplitAC
Efficiency
100 EFF
COP / EER / SEER
16.0
Heating Input
5.0 kW
Sensible Cooling
13.2
MBtuh
Heating Output
17.1 MBtuh
Latent Cooling
5.6
MBtuh
Humidifier
2.5 gpd
Total Cooling
18.8
MBtuh
LwAngkrTemp
173.5 OF
LeavingAirTemp
55.0
OF
Actual Heating Fan
150 cfm
Actual Cooling Fan
627
cfm
Equipment Location
UNIT #2
System Type
PEAKCV
Fan Motor Heat Type
PACKAGE
Fan &Motor Combined Efficiency
0
%
Static Pressure Across Fan
0
in H2O
NAME
Area
ftLoss
Heat
Sensible
Gain
Latent
Gain
Htg
cfm
Clg
cfin
Time
BEDROOM #1
188
4785
6383
818
62
318
Jul 1700 LDT
KITCHEN/LRANG.
274
2160
1403
916
23
63
Jul 1700 LDT
BATH#1
40
315
190
134
3
9
Jul 1700LDT
BEDROOM #2
ill
2665
4563
468
35
205
Jul 1700 LDT
ENTRY,
54
2268
796
553
26
33
Jul 1700LDT
UNIT #2
667
12193
13336
2889
150
627
Jul 1700 LDT
wrightsaft' 2018-May-151639:19
RigtFSUteOUriveml201818.0.16RSU08101 Page
...EDONADEVELOPMENr31433153NIGHFALLCIRCLEaup Calc=CLTD Frord Doorfaces:SE
wrightsoft° Right -Suite® Universal 2018 Short Form
UNIT #3
QUICK CALCS, INC.
317 ST. LUCIE LN., Fr. PIERCE, FL 34946 Phone:772-4666799 Fax 772-466-6796 Email: OUICKCALCSNAOL.COM
Pr • • •
For. SEDONADEVELOPMENT
31433153 NIGHTFALL CIRCLE, FT. PIERCE, FL
Job:
Date: FEBRUARY 16, 2018
By.
Htg Clg
Htg Clg
Outside db
(OF)
42 90
Inside db
(OF) 70 75
Outside RH
(o/6)
- 60
Inside RH
(%) - 50
Outsidewb
(OF)
- 78
Insidewb
(OF) - 63
Daily range
(OF)
- 15
DesignTD
(OF) 28 15
Moisture diff.
(grAb)
- 61
Heating Equipment
Cooling Equipment
Make
Make
Trane
Model
Model
4TTR6018J/rEM4AOB18
Type
Elec strip
Type
SplitAC
Efficiency
100EFF
COP/EER/SEER
16.0
Heating Input
5.0 kW
Sensible Cooling
13.2
MBtuh
Heating Output
17.1 MBtuh
Latent Cooling
5.6
MBtuh
Humidifier
2.5 gpd
Total Cooling
18.8
MBtuh
LeavingAirTemp
173.5 OF
LeavingAirTemp
55.0
OF
Actual Heating Fan
150 cfm
Actual Cooling Fan
627
dTm
Equipment Location
UNIT #3
System Type
PEAKCV
Fan Motor Heat Type
PACKAGE
Fan & Motor Combined Efficiency
0
%
Static PressureAcross Fan
0
in H2O
NAME
Area
ft Loss
Heat
Sensible
Gain
Latent
Gain
Htg
dm
Clg
cfm
Time
BEDROOM 1.
188
4720
6349
818
62
316
Jul 1700 LOT
BATH 1
40
312
189
134
3
9
Jul 1700 LOT
I4THCEN/LIMNG.
278
2167
1415
929
24
63
Jul 1700 LOT
BEDROOM 2.
107
2607
4568
458
34
205
Jul 1700 LOT
ENT.
54
2240
801
553
26
34
Jul 1700 LOT
UNIT#3
667
12046
1 13321
1 2892
1 150
627
Jul 1700LDT
' wrightsoft^ 2018-May-151639:19
RigFFSUnversa1201618.0.16 RSU08101 Page
...EDONADEVELOPMENT--3143-3153NIGHFALLCIRCLEnip Calc=CLTD FmrdDoorfaces SE
+ wrightsoft• Right -Suite® Universal 2018 Short Form
UNIT #4
QUICK CALCS, INC.
317 ST. LUCIE UN., Fr. PIERCE, FL 34946 P1nre: 772-466-6799 Fax: 772-466-6796 Email: QUICKCALCS@AOL.COM
Project• •
For. SEDONADEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
Job:
Date: FEBRUARY 16, 2018
By:
Htg Clg
Htg Clg
Outside db
(OF)
42 90
Inside db
(OF)
70 75
Outside RH
(o/0)
- 60
Inside RH
M
- 50
Outsidewb
(OF)
- 78
Insidewb
(OF)
- 63
Daily range
(OF)
- 15
Design TD
(OF)
28 15
Moisture diff.
(gr/Ib)
- 61
Heating Equipment
Cooling Equipment
Make
Make
Trane
Model
Model
4TTR6018JrrEM4AOB18
Type
Elec strip
Type
SplitAC
Efficiency
100EFF
COP/EER/SEER
16.0
Heating Input
5.0 kW
Sensible Cooling
13.2
MBtuh
Heating Output
17.1 MBtuh
Latent Cooling
5.6
MBtuh
Hunrdifier
2.5 gpd
Total Cooling
18.8
MBtuh
Leaving Air Temp
173.5 OF
Lea%ingAirTemp
55.0
OF
Actual Heating Fan
150 ctm
Actual Coaling Fan
627
cfm
Equipment Location
UNIT #4
System Type
PEAKCV
Fan Motor HeatType
PACKAGE
Fan & Motor Combined Efficiency
0
%
Static PressureAcross Fan
0
in H2O
NAME
Area
ft Loss
Heat
Sensible
Gain
Latent
Gain
Htg
dm
CIg
chm
Time
BEDROOM #1.
188
4275
5712
818
62
293
Jul 1700 LDT
KITJ LIV
274
1968
2390
916
23
107
Jul 1700 LDT
BATH #1.
40
287
170
134
3
8
Jul 1700 LDT
ENTRY..
54
2053
713
553
26
31
Jul 1700 LDT
BED.2
ill
2380
4083
468
35
189
Jul 1700 LDT
UNIT#4
667
10963
13068
2889
150
627
Jul 1700LDT
wrightsaft, 2018-May-1516:39:19
RiglS-Sute®Uriwml 201818.0.16 RSU08101 Page
...EDONADEVELOPMENT-3143-3153NIGHFALLCIRCLE.rup Calc=CLTD Frortl Doorlaces:SE
- - wrightsofte Right- Suite® Universal 2018 Short Form
UNIT #5
QUICK CALCS, INC.
317 ST. LUCIE UN.. Fr. PIERCE, FL 34946 Phow:772-166-6799 FaIc 772-466-6796 Email: OUICKCALCS@AOL.COM
For. SEDONA DEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
Job:
Date: FEBRUARY 16, 2018
By.
Htg Clg
Htg Clg
Outside db
(OF)
42 90
Inside db
(OF)
70 75
Outside RH
(%)
- 60
Inside RH
(%)
- 50
Outsidewb
(OF)
- 78
Insidewb
(OF)
- 63
Daily range
(OF)
- 15
Design TD
(OF)
28 15
Moisture dill.
(grAb)
- 61
Heating Equipment
Cooling Equipment
Make
Make
Trane
Model
Model
4TTR6018J/TEM4A0B18
Type
Elecstrip
Type
SplitAC
Efficiency
100EFF
COP/EER/SEER
16.0
Heating Input
5.0 kW
Sensible Cooling
13.2
MBtuh
Heating Output
17.1 MBtuh
Latent Cooling
5.6
MBtuh
Humidifier
2.5 gpd
Total Cooling
18.8
MBtuh
LeavingAirTemp
94.8 OF
LeavingAirTemp
55.0
OF
Actual Heating Fan
627 cfiT1
Actual Cooling Fan
627
cfm
Equipment Location
UNIT #5
System Type
PEAKCV
Fan Motor Heat Type
PACKAGE
Fan& Motor Combined Efficiency
0
%
Static PressureAcross Fan
0
in H2O
NAME
Area
ft2
Heat
Loss
Sensible
Gain
Latent
Gain
Htg
cfim
Clg
cfm
Time
I10TA-IV
278
1996
2425
929
100
108
Jul 1700 LDT
BED.1
188
4275
5712
818
259
291
Jul 1700 LDT
BTH 1
40
287
170
134
14
8
Jul 1700 LDT
BED.#2
107
2360
4109
458
144
189
Jul 1700 LDT
ENT.
54
2053
721
553
109
31
Jul 1700 LDT
UNIT#5
667
10972
1 13137
1 2892
1 627
627
Jul 1700LDT
wrightsoR` 2018-May-1516:39:19
Rigft-Sate® Uriveml 201818.0.16 RSU08101 Page
...EDONADEVELOPMENT3143-3153NIGHFALLCIRCLEsW Calc=CUrD FroNDoorfaces:SE
Ri ht-Suite® Universal 2018 Short Form Job:
wrightsoft® g Date: FEBRUARY 16, 2018
AHU #6 By:
QUICK CALCS, INC.
317 ST. LUCIE UN., Fr. PIERCE, FL 34946 P1ore: 772-466-6799 Fax 772-466-6796 Email: QUICKCALCS@AOL.COM
�roject Intormation
For. SEDONADEVELOPMENT
31433153 NIGHTFALL CIRCLE, FT. PIERCE, FL
Htg Clg
Htg Clg
Outside db
(OF)
42 90
Inside db (OF)
70 75
Outside RH
(%)
- 60
Inside RH (%)
- 50
Outsidewb
(OF)
- 78
Insidewb (OF)
- 63
Dailyrange
(OF)
- 15
DesignTD (OF)
28 15
Moisture diff.
(gr/Ib)
- 61
Heating Equipment
Cooling Equipment
Make
Make
Trane
Model
Model
4TTR6018J/rEM4AOB18
Type
Elecstirip
Type
SplitAC
Efficiency
100EFF
COP/EER/SEER
16.0
Heating Input
5.0 kW
Sensible Cooling
13.2
MBtuh
Heating Output
17.1 MBtuh
Latent Cooling
5.6
MBtuh
Hunlidifier
2.5 gpd
Total Cooling
18.8
MBtuh
LeavingAirTemp
143.2 OF
LeavingAirTemp
55.0
OF
Actual Heating Fan
212 dim
Actual Cooling Fan
627
dim
Equipment Location
AHU #6
System Type
PEAKCV
Fan Motor Heat Type
PACKAGE
Fan & Motor Combined Efficiency
0
%
Static PressureAcross Fan
0
in H2O
NAME
Area
ft2
Heat
Loss
Sensible
Gain
Latent
Gain
Htg
ch
Clg
cfm
Time
BED#1
188
5262
6226
628
79
285
Jul 1700LDT
BTH #1
40
713
396
134
10
17
Jul 1700 LDT
I4T/LIV.
274
3531
2284
916
48
97
Jul 1700 LDT
ENTRY 1
69
2216
854
591
29
36
Jul 1700 LDT
BED#2.
111
2934
4266
278
45
192
Jul 1700LDT
AHU #6
682
14656
1 14027
1 2547
1 212
627
Jul 1700 LDT
wrightsoft` 2018-May-1516:39:19
Riglt-SL"Uriwml20l8l8.O.l6RSU08101 Pagel
...EDONADEVELOPMEM-3143-3153NIGHFALLCIRCLE.mp Calc=CLTO Fmrt Doorfaws:SE
RightSuite® Universal 2018 Load Summary Job:
- - wrightsofts UNIT #� By:
FEBRUARY 16, 2018
r
QUICK CALCS, INC.
317 ST. LUCIE LN.,Fr.. PIERCE, FL 34946 Phone: 772-466.6799 Fax 772A66-6796 Email: QUICKCALCS AOL.COM
• • on
For. SEDONA DEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
r.Zorie:. —.J
1.
DESIGN CONDITIONS at Jul 1700 LDT
Peak load at Jul 1700 LDT
Inside: 75 OF Outside: 90 OF
TD:
15 OF
RH: 60 % MoistDift 61.5 grAb
Mult
1.0 Ins.wb
63 OF
Sensible
Latent
2.
SOLAR RADIATION THROUGH GLASS
4154
3.
TRANSMISSION GAINS Sensible
4648
Walls: 1957
-
-
Glass: 1285
-
-
Doors: 101
-
-
Partitions: 0
-
-
Floors: 0
-
-
Ceilings: 1306
-
-
4.
INTERNAL HEAT GAIN Sensible
Latent
1391
380
Occupants: 460
380
-
-
Lights: 0
-
Motors: 0
-
Aopliances: 931
0
-
-
5.
INFILTRATION: Outside aircfm:
30
480
1255
6.
SUBTOTAL: Space load Sensible
Latent
10673
1635
Envelope 10673
1635
-
-
Less extemal 0
-
Redistribution 0
0
-
7.
SUPPLY DUCT
2515
8.
SUBTOTAL: Space load +supply dud
13189
Actualcfm: 627 atsuppplyTD:
20
9.
VENTILATION: Make-up air
0
0
0
10.
RETURNAIRLOAD: Lighting + plenum (net)
0
-
11.
RETURN DUCT
1717
-
12.
TOTAL LOADS ON EQUIPMENT
14906
1635
_ _ _ —_ __ HEATING LOAD___
_
13.
DESIGN CONDITIONS
Mult
1.0
Inside: 70 OF Outside: 42 OF
TD:
28 OF
14.
TRANSMISSION LOSSES
8008
Walls: 3444
-
Glass: 2481
-
Doors: 194
-
Partitions: 0
-
Floors: 1378
-
Ceilings: 511
-
15.
INFILTRATION: Outside air cfm:
97
2971
16.
SUBTOTAL: Spaceload
10980
Envelope 10980
-
Less extemal 0
-
Less transfer 0
-
Redistrlbution 0
-
17.
SUPPLY DUCT:
2145
18.
VENTILATION: Make-up aircfm:
0
0
19.
HUMIDIFICATION
954
Piping
0
20.
RETURN DUCT
574
21.
TOTAL HEATING LOAD ON EQUIPMENT
14652
wrightsoiY' 2018-May1151629:19
.w..•.. Rigtt-SUteOUriv ml201818.0.16RSU08101 Page
...EDONADEVELOPMENT--3143-3153NIGHFALLCIRCLE.Op Calc=CLTD Fmr3Doorfaces:SE
Right-Suite(g) Universal 2018 Load Summary Job:
- wrightsofts UNIT #2 Date: FEBRUARY 16, 2018
By
QUICK CALCS, INC.
317 ST.. LUCIE UN., FT. PIERCE, FL 34946 Prore:772-466-6799 Fac 772-466-6796 Email: OUICKCALCS@AOL.COM
Project
For. SEDONADEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
---------- - -
Zone__ COOLING LOAD.-
1. DESIGN CONDITIONS at Jul 1700 LDT
Inside: 75 OF Outside: 90 OF
RH: 60 % MoistDitfi 61.5 grAb
2.
3.
4.
5.
SOLAR RADIATION THROUGH GLASS
TRANSMISSION GAINS
Sensible
Walls:
1016
Glass:
1120
Doors:
101
Partitions:
0
Floors:
0
Ceilings:
1277
INTERNAL HEAT GAIN
Sensible
Occupants:
460
Lights:
0
Motors:
0
Appliances:
67
INFILTRATION:
Outside air cfm:
6. SUBTOTAL: Spaceload Sensible
Envelope 8954
Less external 0
Redistribution 0
7. SUPPLYDUCT
8. SUBTOTAL: Space load +supply dud
Actualcfin: 627 at suppplyTD:
9. VENTILATION: Make-up aircfm:
10. RETURN AIR LOAD: Lighting + plenum (net)
U. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
Peak load at Jul 1700 LDT
TD: 15 OF
Mult 1.0 Ins.wb 63 OF
Sensible Latent
3954
3513
Latent
527
380
380
-
-
0
60
960
2509
Latent
8954
2889
2889
-
-
0
2605
11560
20
-
-
0
0
0
0
1776
-
13336
2889
13.
DESIGN CONDITIONS Mult
1.0
Inside: 70 OF Outside: 42 OF TD:
28 OF
14.
TRANSMISSION LOSSES
4852
Walls: 1357
-
Glass: 2162
-
Doors: 194
-
Partitions: 0
-
Floors: 638
-
Ceilings: 500
-
15.
INFILTRATION: Outsideaircfm: 95
2926
16.
SUBTOTAL: Space load
7778
Envelope 7778
-
Less external 0
-
Less transfer 0
-
Redistribution 0
-
17.
SUPPLY DUCT:
2751
18.
VENTILATION: Make-up aircfm: 0
0
19.
HUMIDIFICATION
933
Piping
0
20.
RETURN DUCT
731
21.
TOTALHEATING LOAD ON EQUIPMENT
12193
wrightsoft' R9k-Sine®Uriversa1201818.0.16RSU08101
...EDONADEVELOPMENr-3143-3153NIGHFALLCIRCLEnrp Calc=CLTD Frort Doorfaces:SE
2018-May-151639:19
Page 3
Right -Suite® Universal 2018 Load Summary Job:
wrightsofft® UNIT Date: FEBRUARY16,2016
93 By:
QUICK CALCS, INC.
317 ST. LUCIE UN., Fr. PIERCE, FL 34946 Ptore: 772-466-6799 F=772-466-6796 Email: DUICKCALCS@fOL.COM
• • •
For. SEDONADEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
- __ --- - -- - - -- ------ - -- - - --- -- -- ----
Zone:__UNIT#3_ _ -. ---_-_ ._ - _-_-COOLING.LOAD _— -1
1. DESIGN CONDITIONS atJul 1700 LDT
Inside: 75 OF Outside: 90 OF
RH: 60 % McistDitt 61.5 grAb
2.
3.
4.
5.
6.
SOLAR RADIATION THROUGH GLASS
TRANSMISSION GAINS
Sensible
Walls:
1053
Glass:
1120
Doors:
101
Partitions:
0
Floors:
0
Ceilings:
1277
INTERNAL HEAT GAIN
Sensible
Occupants:
460
Lights:
0
Motors:
0
Appliances:
67
INFILTRATION: Outside air cf m:
SUBTOTAL: Spaceload
Sensible
Envelope
8993
Less external
0
Redistribution
0
7. SUPPLY DUCT
8. SUBTOTAL: Space load +supply dud
Actual cFm: 627 at suppply TD:
9. VENTILATION: Make-up aircfm:
10. RETURNAIRLOAD: Lighting + plenum (net)
H. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
Peak load at Jul 1700 LDT
TD: 15 OF
Mult 1.0 Ins.wb 63 OF
Sensible Latent
3954
3551
Latent
527
380
380
-
-
0
60
962
2512
Latent
8993
2892
2892
-
-
0
2574
11567
20
-
-
0
0
0
0
1755
-
13321
2892
----------------------------- --
_ -HEATING LOAD
13. DESIGN CONDITIONS
Inside: 70 OF Outside:
42 OF
14.
TRANSMISSION LOSSES
Walls:
1357
Glass:
2162
Doors:
194
Partitions:
0
Floors:
638
Ceilings:
500
15.
INFILTRATION: Outside air cfm:
16.
SUBTOTAL: Spaceload
Envelope
7782
Less external
0
Less transfer
0
Redistribution
0
17.
SUPPLYDUCT:
18.
VENTILATION: Make-up
airchn:
19.
HUMIDIFICATION
Piping
20.
RETURN DUCT
21.
TOTAL HEATING LOAD ON EQUIPMENT
Mult 1.0
TD: 28 OF
4852
95 2930
7782
04: 4::
0 0
937
0
698
12046
w_right nft- 2018-May-1516.29:19
Rigf-Sdte8Urivem1201818.0.16 RS W8101 page 4
...EDONADEVELOPMENr3143-3153NIGHFALLCIRCLE.mp Calc=CLTD Frort Doorfaw&SE
RightSuite® Universal 2018 Load Summary Job:
WrightsOft UNIT #4 Date: FEBRUARY 16, 2018
BF.
QUICK CALCS, INC.
317 ST. LUCIE LN.,Fr.. PIERCE, FL 34946 Phore: 772-466-6799 Fa 772-466-6796 Email: QUICKCALCS@AOL.COM
• • •
For. SEDONADEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
1.
DESIGN CONDITIONS at Jul 1700 LDT
Peak load at Jul 1700 LDT
Inside: 75 OF Outside: 90 OF
TD:
15 OF
RH: 60 % MoistDitf. 61.5 grAb
Mult
1.0 Ins.wb
63 OF
Sensible
Latent
2.
SOLAR RADIATION THROUGH GLASS
3954
3.
TRANSMISSION GAINS Sensible
3513
Walls: 1016
-
-
Glass: 1120
-
-
Doors: 101
-
-
Partitions: 0
-
-
Floors: 0
-
-
Ceilings: 1277
-
-
4.
INTERNAL HEAT GAIN Sensible
Latent
1378
380
Occupants: 460
380
-
-
Lights: 0
-
Motors: 0
-
Appliances: 918
0
-
-
5.
INFILTRATION: Outsideaircfm:
60
960
2509
6.
SUBTOTAL: Space load Sensible
Latent
9805
2889
Envelope 9805
2889
-
-
Less extemal 0
-
Redistribution 0
0
-
7.
SUPPLY DUCT
1947
8.
SUBTOTAL: Space load +supply duct
11752
Actualcrm: 627 at supply TD:
20
-
-
9.
VENTILATION: Make-upairclim:
0
0
0
10.
RETURNAIRLOAD: Lighting + plenum (net)
0
-
11.
RETURN DUCT
1316
-
12.
TOTAL LOADS ON EQUIPMENT
13068
2889
_----_HEATING LOAD
13.
DESIGN CONDITIONS
Mult
1.0
Inside: 70 OF Outside: 42 OF
TD:
28 OF
14.
TRANSMISSION LOSSES
4852
Walls: 1357
-
Glass: 2162
-
Doors: 194
-
Partitions: 0
-
Floors: 638
-
Ceilings: 500
-
15.
INFILTRATION: Outside aircfm:
95
2926
16.
SUBTOTAL: Spaceload
7778
Envelope 7778
-
Less external 0
-
Less transfer 0
-
Redistribution 0
-
17.
SUPPLY DUCT-
1786
18.
VENTILATION: Make-up air cfirn:
0
0
19.
HUMIDIFICATION
933
Piping
0
20.
RETURN DUCT
466
21.
TOTAL HEATING LOAD ON EQUIPMENT
10963
wregtiisofi' 2018-M%,1516a9:19
•r,.-• Rigk-Sutc�Uriversa1201818.0.16 RSU08101 Pages
...EDONADEVELOPMENT-3143-3153NIGHFALLCIRCLEnp Calc=CLTD Frord Door faces: SE
RightSuite® Universal 2018 Load Summary Job:
ft wrightso' UNIT #5 Dale: FEBRUARY 16, 2018
By:
QUICK CALCS, INC.
317 ST. LUCIE UN., Fr. PIERCE, FL 34946 PInre: 772466-6799 Fax 772-466-6796 Email: OUICKCALCS@AAL.COM
For. SEDONADEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
_-COOLING LOAD --_ -_
1. DESIGN CONDITIONS at Jul 1700 LOT
Inside: 75 OF Outside: 90 OF
RH: 60 % MoistDift 61.5 grAb
2.
3.
4.
5.
SOLAR RADIATION THROUGH GLASS
TRANSMISSION GAINS
Sensible
Walls:
1053
Glass:
1120
Doors:
101
Partitions:
0
Floors:
0
Ceilings:
1277
INTERNALHEAT GAIN
Sensible
Occupants:
460
Lights:
0
Motors:
0
Appliances:
931
INFILTRATION:
Outside air cfir1:
6. SUBTOTAL: Spaceload Sensible
Envelope 9857
Less external 0
Redistribution 0
7. SUPPLY DUCT
S. SUBTOTAL: Space load +supply duct
Actual cfm: 627 at sup IyTD:
9. VENTILATION: Make-upairw:
10. RETURN AIR LOAD: Lighting+plenum (net)
11. RETURN DUCT
12. TOTAL LOADS ON EQUIPMENT
Peak load at Jul 1700 LDT
TD:
15 OF
Mult
1.0 Ins.wb
63 OF
Sensible
Latent
3954
3551
Latent
1391
380
380
-
-
0
60
962
2512
Latent
9857
2892
2892
-
-
0
1957
11814
20
-
-
0
0
0
0
1323
-
13137
2892
--____ ! __HEATING_LOAD -____
13.
DESIGN CONDITIONS
Mult 1.0
Inside: 70 OF Outside: 42 OF
TD: 28 OF
14.
TRANSMISSION LOSSES
4852
Walls: 1357
-
Glass: 2162
-
Doors: 194
-
Partitions: 0
-
Floors: 638
-
Ceilings: 500
-
15.
INFILTRATION: Outside aircfm:
95 2930
16.
SUBTOTAL: Spaceload
7782
Envelope 7782
-
Less external 0
-
Less transfer 0
-
Redistribution 0
-
17.
SUPPLYDUCT:
1787
18.
VENTILATION: Make-up airdm:
0 0
19.
HUMIDIFICATION
937
Piping
0
20.
RETURN DUCT
466
21.
TOTAL HEATING LOAD ON EQUIPMENT
10972
wrightso4t' 2018-May-151639:19
Right-Sute®Uriveru1201818.0.16 RS W8101
...EDONADEVELOPMEN-r3143-3153NIGHFALLCIRCLEsW Calc=CLTD Fror!Doorfaces SE Page
Right -Suite® Universal 2018 Load Summary Job:
F + vvrightsofte AHU Date: FEBRUARY 16, 2018
By:
QUICK CALCS, INC.
317 ST.. LUCIE UN, Fr. PIERCE, FL 34946 Ptnre: 772-466-6799 Fa 772-466-6796 Emil: QU1CKCALCS@AOL.COM
-60
P• • •
For. SEDONADEVELOPMENT
3143-3153 NIGHTFALL CIRCLE, FT. PIERCE, FL
COOLING LOAD---- - -- -�- --T— —1
1. DESIGN CONDITIONS at Jul 1700 LDT
Inside: 75 OF Outside: 90 OF
RH: 60 % MoistDift 61.5 grAb
r
4.
SOLAR RADIATION THROUGH GLASS
TRANSMISSION GAINS
Sensible
Walls:
2262
Glass:
1285
Doors:
101
Partitions:
0
Floors:
0
Ceilings:
1306
INTERNALHEAT GAIN
Sensible
Occupants:
0
Lights:
0
Motors:
0
Appliances:
0
5. INFILTRATION: Outside air cfm:
6. SUBTOTAL: Space load Sensible
Envelope 10049
Less external 0
Redistribution 0
7. SUPPLYDUCT
8. SUBTOTAL: Space load +supply dud
Actualcfm: 627 at suppplyTD:
9. VENTILATION: Make-up aircim:
10. RETURNAIRLOAD: Lighting + plenum (net)
11. RETURN DUCT
12. TOTALLOADS ON EQUIPMENT
Peak load at Jul 1700 LDT
TD: 15 OF
Mult 1.0 Ins.wb 63 OF
Sensible Latent
4121
4954
Latent
0
61
Latent
2547
0
20
0
_ HEATbG LOAD__
13. DESIGN CONDITIONS Mult
Inside: 70 OF Outside: 42 OF TD:
14. TRANSMISSION LOSSES
Walls: 3470
Glass: 2481
Doors: 194
Partitions: 0
Floors: 1378
Ceilings: 511
15. INFILTRATION: Outside air cfm:
16. SUBTOTAL: Spaceload
Envelope 11002
Less extemal 0
Less transfer 0
Redistribution 0
17. SUPPLY DUCT:
18. VENTILATION: Make-up aircfm:
19. HUMIDIFICATION
Piping
20. RETURN DUCT
21. TOTALHEATING LOAD ON EQUIPMENT
0
975
10049
2364
12413
0
0
1614
14027
1.0
28 OF
8035
96 2968
11002
713
2134
0
950
0
570
14656
0
2547
2547
0
2547
wrightsoR^ 2018-May151629A9
•-.r Ri9n-Sute®Urive 1201818.0.16RSU08101 Page
...EDONADEVELOPMENF3143-3153NIGHFALLCIRCLE-W Calc=CLTD Frort Ooorfaces:SE
��. Ulf.0
?/g
Lumber design aV'-iws''Are in accordance with ANSI/TPI 1 section 6.3
These truss designs rely on lumber values established by others.
RE: 75300 - 3170-80 MORNINGDEW LANE
MITek USA, Inc.
6904 Parke East Blvd.
Site Information: Tampa, FL 33610 4115
Customer Info: Edwards Landing LLC Project
me:Sedona Development
6 ntt
Lot/Block
Address � _31531 _ RTiFAEL• State: FL
City: Fort Pierce PY
1
Name Address and License # of Structural Engineer of Record, If there 110--nEull
Name: John M Foster -Architect License #: AR0008511
Address: 11205 Ridge Ave State: FL
City: Fort Pierce
General Truss Engineering Criteria & Design Loads (Individual Truss Design Drawings Show Special
Loading Conditions):
Design Code: FBC2017/TP12014 Design Program: MiTek 20/20 8.1
Wind Code: ASCE 7-10 Wind Speed: 160 mph
Roof Load: 37.0 psf Floor Load: N/A psf
This package includes 10 individual, Truss
With my seal affixed to this sheet, I here`--,
conforms to 61 G15-31.003, section 5 of
Truss Name I Date
and 0 Additional Drawings.
noclnn Fnninppr and this.index sheet
The truss drawing(s) referenced above hav *4
MiTek uSA, Inc. under my direct supervis , l�rWibe
provided by Chambers Truss.�� '
Truss Design Engineer's Name: Vele --- -
My license renewal date for the state of Florida is February 28, 2019.
IMPORTANT NOTE: The seal on these truss component designs is a certification
that the engineer named is licensed in the jurisdiction(s) identified and that the
designs comply with ANSlrrPI 1. These designs are based upon parameters
shown (e.g., loads, supports, dimensions, shapes and design codes), which were
given to MiTek. Any project specific information included is for MTek's customers
file reference purpose only, and was not taken into account in the prei design
these designs. MiTek has not independently verified the applicability of the des
parameters or the designs for any particular building. Before use, the building designer
should verify applicability of design parameters and properly incorporate these designs
into the overall building design per ANSI/TPI 1, Chapter 2.
' xSF•. i
'-"82
v . 4U
�13 . STATE OF
•,� S O N AL C7,.
Tampa FL 33610
ly 5,2018
Velez, Joaquin \ / 1 of 1
AACE
AaunOD elonj y,
WawVeda0 6UMILLUad
6101 go 033
03AT30321
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
FIELD DENSITY TEST REPORT
834 SW Swan Avenue
Port St. Lucie, Florida 34983
Phone: 772.807.9191 Fax:772-807-9192
www.aaceinc.com
PROJECT: Sedona - Phase 1
FILE NO: 17-242
Fort Pierce, Florida
REPORT NO: 176 (REVISED)
REPORTED TO: Edwards Landing, LLC
QCQIAS� tJO, I $ms - p3(D�
CC: Culpepper & Terpening,Inc.
DATE OF TEST(S): 1/1012019
PAGE NO.:
1 OF 1
TEST NO.
Building T-19 (31993209 Nightfall Circle), Backfill Around
Perimeter of Floor Slab -
MDR
NO.
MOISTURE
CONTENT%
DRY
DENSITY
PERCENT
COMPACTION
DEPTH
LOCATION
1
Center of north side of slab
2577
11.6
110.6
98
0 to -1 Z' GA
2
Center of east side of slab
2577
10.9
110.5
98
0 to -1 Z' GA
3
Center of south side of slab
2577
10.3
111.2
99
0 to -12" GA
4
Center of west side of slab
2577
10.5
110.4
98
0 to -12" GA
• DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT.
.• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS
FIELD TEST: C ASTM D-2937 r ASTM D-2922 r7 ASTM D-2167
r ASTM D-1556
TECHNICIAN: SM
REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F = SOIL DIRECTLY BELOW FOOTING
FS = FLOOR SLAB SUBGRADE
ASTM OPTIMUM
MDR NO. TESMETHOD DENY MOISTURE
CONTENT
GA= SOIL IN GENERAL COMPACTED AREA PAV = SOIL BELOW STABILIZED SECTION
PSSG = STABIUZED SUBGRADE PB=PAVEMENT BASE
IRS =ROADWAY NSSG = NON STABILIZED SUBGRADE
2577 D1557 112.5PCF 10.4%
SBP = SOIL BELOW PAVEMENT
TOP =TOP OF PIPE
BOP = BOTTOM OF PIPE
BOIS = BOTTOM OF STRUCTURE
OTHER:
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CLIENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CLIENTS AND AUTHORIZATION
FOR PUBUCATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL
I�
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
0 3��
FIELD DENSITY TEST REPORT
834 SW Swan Avenue
Port St. Lucie, Florida 34983
Phone: 772.807.9191 Fax: 772-807-9192
www.aaceinc.com
PROJECT: Sedona - Phase 1
Fort Pierce, Florida
FILE NO: 17-242 RzcFNFD
REPORT NO: 164 ./,Qft/'
REPORTED TO: Edwards Landing, LLC
4.
peri itti09O Z019
t toci, CDv�e0
CC: Culpepper & Terpening, Inc.
DATE OF TEST(S): 01/10/2019
PAGE NO.:
1 OF 1
TEST NO.
Building T-19 (3143.3163 Nightfall Circle), Backfill Around
Perimeter of Floor Slab
MDR
NO.
MOISTURE
CONTENT%
DRY
DENSITY
PERCENT
COMPACTION
DEPTH
LOCATION
1
Center of north side of slab
2577
11.6
110.6
98
0 to -12" GA
2
Center of east side of slab
2577
10.9
110.8
98
0 to -12" GA
3
Center of south side of slab
2577
10.2
111.0
99
0 to -12" GA
4
Center of west side of slab
2577
10.5
110.4
98
0 to -12" GA
• DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT.
•• RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS
FIELD TEST: r ASTM D-2937 r ASTM D-2922 r, ASTM D-2167
r ASTM O-1556
TECHNICIAN: SM
REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F=SOIL DIRECTLY BELOW FOOTING FS= FLOOR SLAB SUBGRADE
OPTIMUM
MDR NO. MAX. MOISTURE
TESTMETHOD
METETHOD DENSITY CONTENT
GA= SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOW STABILIZED SECTION
PSSG= STABILIZED SUBGRADE PB=PAVEMENT BASE
RS=ROADWAY NSSG= NON STABILIZED SUBGRADE
2577 D1557 112.5PCF 10.4%
SBP = SOIL BELOW PAVEMENT
TOP =TOP OF PIPE
BOP= BOTTOM OF PIPE
BOB = BOTTOM OF STRUCTURE
OTHER:
Peter G. Andersen, P.E.
Fla. Reg. No. 57956
AS A MUTUAL PROTECTION TO CUENTS, THE PUBLIC AND OURSELVES, ALL REPORTS ARE SUBMITTED AS THE CONFIDENTIAL PROPERTY OF CUENTS AND AUTHORIZATION
FOR PUBUCATION OF STATEMENTS, CONCLUSIONS OR EXTRACTS FROM OR REGARDING OUR REPORTS IS RESERVED PENDING OUR WRITTEN APPROVAL
'�05-Q3(D4
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue
Port St. Lucie, Florida 34983
Phone:772-807-9191 Fax:772-807-9192
www.aacelnc.com
FIELD DENSITY TEST REPORT
PROJECT: Sedona - Phase 1
FILE NO: 17-242 RECEIV
Fort Pierce, Florida
NOV 15
REPORT N0: 111
REPORTED TO: Edwards Landing, LLC
Permitting Dep
CC: Culpepper & Terpening, Inc.
DATE OF TESTIS): 11/14/2018
PAGE NO.:
1 OF 1
TEST NO.
Floor Slab and Footing Subgrade, Bldg. T-19, 3143-3153 NI9hNall
MDR
. -MOISTURE
DRY
PERCENT
DEPTH
Circle
NO.
CONTENT %
DENSITY
COMPACTION
LOCATION
1
20'W of NEC of Footing
2589
11.6
112.4
99
O to-12" F
2
30'S of NWC of Fooling
2589
12.0
111.7
99
0 to -1P' F
3
50"E of SWC of Fooling
2689
12.6
111.3
98
Oto-12"F
4
tow& 20'N of SEC of Pad
2689
12.2
112.0
99
Oto-12"FS
5
SOW & TS of NEC of Pad
2689
11.9
111.5
99
0 to-12" FS
6
40'E & 15'N of SWC of Pad
2589
12.4
112.6
100
0 to -12" FS
• DENOTES IN -PLACE DENSITY TEST DOES NOT MEET MINIMUM COMPACTION REQUIREMENT OF 98 PERCENT.
"RETEST INDICATED DENSITY MEETS OR EXCEEDS MIN. DENSITY REQUIREMENTS PER SPECIFICATIONS
FIELD TEST: 1, ASTM D-2937 rASTM D-2922 r!ASTM D-2167
rASTM D-I&%
TECHNICIAN: SM
REMARKS:
LABORATORY MOISTURE -DENSITY RELATIONSHIP
F= SOIL DIRECTLY BELOW FOOTING FS= FLOOR SLAB SUBGRADE
OPTIMUM
ASTM MAX'
GA= SOIL IN GENERAL COMPACTED AREA PAV= SOIL BELOWSTABRQEO SECTION
MDR NO. MOISTURE
TEST METHOD DENSITY
PSSG= STABILIZED SUBGRADE
PB=PAVEMENTBASE
CONTENT
RS=ROADWAY
NSSG= NON STABNZEDSUBGRADE
2589 D1657 113.1 PCP 12.2%
SEP =SOIL BELOWPAVEMENT
TOP=TOPOFPIPE
BOP=BOTTOM OF PIPE
SOS= BOTTOM OF STRUCTURE
OTHER:
AS A MUTUM. PROTECTION TO CLIENTS, THE PUSUCAND
FOR PUBUCATION OF STATEMENTS, CONCLUSION
018
rtment
Flashing behind butt joints provides an extra level of protection against the
entry of water at the joint. James Hardie recommends 6-in. wide flashing
that overlaps the course below by 1 in. Some local building codes may
require different size flashing. Joint -flashing material must be durable,
waterproof materials that do not react with cement products. Examples
of suitable material include finished coil stock and code compliant water -
resistive barriers. Other products may also be suitable.
SCANNED
BY
St. Lucie County
Sec. 14oS16.
Flashing behind to add an
additional layer of protection
from water infiflration
Tin. onto the
course below
Pneumatic nailers and cordless milers can be used to attach James Hardie products to wood, steel, or masonry
substrates. Pneumatic tools require the use of an air compressor with a hose. Finish nailers should be used for
HardieTrim® boards only. Additionally, direct -to -steel tools such as those made by ET&F are designed specifically for
fastening to steel framing. Refer to the product -specific installation instructions in each section for fastener choices.
Power nailers recommended for attaching James Hardie products are siding nailers, roofing nailers and finish
nailers. Below is a chart showing the appropriate nailer for each of the James Hardie siding and trim products. Be sure
that the nailer chosen fires the fastener recommended for each product for the specific installment situation.
PNEUMATIC NAILER USAGE WITH JAMES HARDIEe PRODUCTS
Siding Guns
HardiePlanke Lap Siding
HardiePanele Vertical Siding
HardieShinglee Panels
HardieSoffite Panels
Roofing Guns
HardiePlanke Lap Siding
HardiePanel®Vertical Siding
HardieShinglee Panels
TlP lr framing nailers are osed to instal! James Hardie'
products be sure they are filled with a Flush -mount
attachment to contmirrunfseahng depth
Finish Guns
HardieTrim® 5/4, 4/4 Boards
HardieTrim®Batten Boards
3a
c�E
C
For small penetrations such as wires, electrical conduit,
and pipes less than 1-1h in. diameter (excluding hose bibs)
no blocking is necessary. The circumference of pipe or
wire should be sealed with a barrier foam and/or caulked.
Wall mounted devices and air conditioners represent large penetrations into the building envelope and structure.
Before installing a unit, please consult the architect or structural engineer to determine if additional bracing is
necessary. The device should be installed per manufacture's instructions and flashed properly. Any condensate drains
should extend out 4 in. from the wall, and angle down.
James Hardie" siding and trim products should not be butted
directly against mortar or masonry, including stone, brick, or
concrete block. In these situations, a flashing should be insta'
to isolate the trim or siding from the mortar or masonry.
Trim
DEL
gap
Ce
PROJECT RIO-2577-15
ENGINEERING EVALUATION. REPORT FOR ATTACHING JAMES HARDIE@ BRAND
FIBER -CEMENT PLANKS TO WOOD OR METAL FRAMED WALLS WITH VARIOUS FASTENERS
COVER PAGE
EVALUATION SUBJECT
EVALUATION SCOPE
EVALUATION PURPOSE
REFERENCE REPORTS
TEST RESULTS
TABLE 1,'RESULTS 'OFT
TABLE 6, ALLOWABLE
TABLE 7, ALLOWABLE
LIMITATIONS OF USE
JAMES HARDIE.B.UILDING PRODUCTS, INC.
.10901 ELMAVENUE
FONTANA,.CA 92337
TABLE OF CONTENTS
PAGE
2
3
LOAD TESTING
3
DWABLE DESIGN LOADS BY PLANK WIDTH
4
5
TAINTSUSEDIN D�EIIP
5
6
(IN C&C PRESSURES EXPOSURE D
6
(MPH) FOR HARDIEPLANK SIDING
7-12
12
AS PRODUCT -EVALUATOR, THE UNDERSIGNED CERTIFIES -THAT THE LISTED PRODUCTS ARE IN
COMPLIANCE WITH THE REQUIREMENTS OF THE ASCE 7 - 10, THE 2014 FLORIDA BUILDING CODE, AND
THE 2012'INTERNATIONAL BUILDING CODE.
PREPARED BY:
RONALD 1. OGAWA & ASSOCIATES, INC.
16835 ALGONQUIN STREET #443
HUNTINGTON BEACH, CA 92649
714-292-2602
714-908-1815 FAX
oGAI
ox..
•k
SIM.
_SaOiJAL
HUNTINGTON BEACH. CA 92549
714-292-2602
714-90&1815 FAX
PROJECT. RIO.2577-15
JAMES HARDIE BUILDING PRODUCTS.-INC.
`I-fiB&542.7343
infoojamesna,,J*.CO
EVALUATION SUBJECT
HardlePlankAg lap Siding
Jamaa HOMio Product Tldo Name oovemd in thla evaluation:
Hall Plaae Lap Siding. CemPlankZ Siting, PrwMa Lap SiQmg
EVALUATION SCOPE:
ASCE 7-10
2014 Florida aw ing Code
2012 hverfl do"al Buiuirg Cade®
EVALUATION PURPOSE:
Tins annlysis is io d"almaro tt; maalrmim de5gll &s Rll ousl Wind 3pef:d M be lesi5led by an asmrm* of HardlaPM.nk (ComPlank. Prcadd Lapi wmo fa3:cnCd to wn3 of metal frarmrg.wn nals
u urerra.
REFERENCE REPORTS:
1. WIMEk Report 7140104COC"02. TIa I; rsa load testing on,HamiePIWX and HardaPanel Fibo-Canrenl panels
2. Inlenek Repon 100717040000-W3, Tmnsveras Mad Meting db HardreFlank and Hami lihinglD
kk1P-.\V1anYv}� �.
1
s T�
crgS10NA�-�; 11
JAMES HARDIE BUILDING PRODUCTS, INC
1-988-542-7143
info@jamashardle,cam
TEST RESULTS:
Table I. AnUlts of Trawiwmv LMd T95tI.9
HUNTINGTON BEACH. CA 92e49
714.292.2602
714-905.1815 FAX
PROJECT- RIO-25T7.15
lieNa Nuanner
31411104000-002
3148104600w()02
10717044COQA03
IOD717049COO-003
Test Agamy
Inte"tax
intartak
-]rWek
Inlertel,
Thmcknes, (ln.j
03125
0 3-1 Z5
0.3125
0.3125
%Y,dth (in.)
5:26
9-75
8-25
8,25
FromeTypa
Woncl Tx 4- SPF
wi 7116,
Ogg fifa�il
WOW-27-N 4,46RF
Q313 W"Oft
Wood r KA bef-
M6.
DSB` - sh"Iting
WODO T X4, Spf`
W1711W
CUS8 sneaftill
Frame Spacing (In.1
12
-12
Fastmet-Type
#8 walerhoad Wtim I
&'rI % 6416* NO
083�0eiimadsae!n,1
WxlL T?S-HD
4dringsligrok'sl
. cling
4d ring shanic s;oing
Faslo"m Longo PrKhas)
0.1326
1,025
t,5.
1.5
Fostering Method
Blindra0edloGS8
1111nd natted to OSB
I - 80nd nalfed to OSB
Mr.1 000d to 038
Ughlate Lead
(pit)
'310:4,
'138,11
162
198
Desiclol-roI
Ims
463
50.7
66A
0333,
0467
0.359
01922
Fasishor Load. zL; tested
fWastonck)
445
ItL7
Adjusted Wtnefawaf de3l0ritad
W
Na Fastener PoneiraliOn (im), P
0.431
0.437
Wood SpocifIc Gravolf; G.
0.70.
0.70
Nail Smmk DLW Ater jin,). 0.
%V11hdravini design vw. pa, NOS
2012 or SSR-1539 tIbIVL, Penii
w . I . .
.
50.0
I
�D
f?trafice);
I At*
31tPl2ok Skiing OCvrPfm%»AhASTM Cllfilk, .rnent Plat Sheals.
Type A A!or,asbeltoj rber-Cs
endedbyAPATT-03OC.
- Nueval In
4 p00,9dJekf F.,[on& -*daww moidw ounipaml .4h "16 fast W5A and cases 0 t" 1"trep One maeo �.g Oe �J.
Ivor allrases ; value. w. is a� as
WWL.
C, -'load duration f0dO( Pat NOS-2012 Table 2.3.2 for Mmoltarthquakei lego . 1,6
- mundraxw eatIgii valunk, aCvlated Or NDS-201 2 Or ESA. I 530.VW-chever apocable
P = fastarvf OfIrbedmeft! d9VIhjr,.
Vinton n2k! Mark; 0. 10-029 Well tiLl & 6.375 WZ lot smooth stunk naas.11015-2612 eqUaton 0 1.2-3) is used to cakuiate -Mutoranal obso value
Vq - 1300 U
Wrote.
G = Mod sNd1-9taVfiy per Tabia 11.13A
0 = W shank dia.p.lar, I,
WhVP "Shank. U,i5 less'llianD.0991naLN in the case Of follishank nails. the vAlintirawal design values were obtained Irown; ICC-ES ESR-1539 Taous 2.
0GAW'
0 41,\2 1
0
.CaRl9.............
L
�
tJOJJ ML\fVRVUIrI JI RCC, YY .. ' -
HUNTINGTON BEACH. CA 91E49
714292-2602
71A-90B-1015 FAX
PROJECT. RIO-2577.15
JAMc'S HARDIE BUILDING PRODUCTS. INC,
1.81111-542-7343
infoaameshardle. coo
For rawe 2A to 2C the desrgm loads viO be calculated by propwicrnng Me Rlbutary area to OaUr lamfnar, Ore(eby d.Mcn krad W each f[slrmnr r:Jl ve kept ten:aara Ay dontg car, Ihn ahwra9le eesgn
toad !or n:'N* Rardi0Fianl, Widths and stud spaong W11 be defamaied,
Table 2A. Allowable Cosign Lords 8asgd on Gonslant Fastener Load, 3fl wafer tlepd screw k 0.373- H0, laatenen concealed (blind acrvw( at 12" (LC. in WSP sheathing Only
Fer 5 25:mtlt wide;-IanliePia(Ik:
Design load =LdOnlain tai'tire load:rF05 �- -310,4. psf! 3=-103S Psi
ElIkWit Iribglory, • ((plxnkAer .vM expo gd to Vdxy. spotty;) X'Insloner 144) _ ((5.25-1.25) X� 12)1144 = D. sq it,
Fosfvnarlbed = design load Xiilbalary are& _ -103.8 X 0.333 =.34.5 pounds
For 0,25 k!tn:,de NarsilaPla lc
Design bad. ultimate feaufa IcaMFOS - A33,8 psi/ 3 - 46;3 psf
FQetive ln'drtaiy ((pant wbN ei�osetl fo weamoi Xfas!ener spacing 44)= 119.25. 1.25) 7. 12)1144 =E 667 sg::.
HaraiaPtans Llrcllh
finches)
C6_.n
�
�. m-{
t
ro
Y
:� �
c
15
'3.23
llg;i
12 -
Q:333.
..io3.5 .
-
"
I 0.25
12
TA. 7
-e0.6
- t-33,6.
7.25
12
0.600
-95:3:
:327
7.6
12
:,'0.321
-823:
25
,1
0,583
7fi4.4.
J1.8
9.5
13
f2.
QA98:
-31b
-283
a, phsnk vidfh
r area tributary for she cnetdltion to be cacl,veo
Table 28. Altoveblu Qe1119n Lnpds Based an Qonstpnl Fastener Ldad, 4d dng,ahap%9 a10try nail j1:5's 0.o9- 0.215'l, fasteners concealed Iles Intl nail. al a-O.C. to WSP shoalhing only
For 825iitidj wide HardeP.ldiiiC - -
. Datdpil l�:-a Wdmate falltma ipW.0p =-152 ps09 --W,7 psi
EQecfive tflbuipry ((plead Wrttdl e.Poegd to"alluilx biun9i 6paan Yl44j=Ira 1S1:4fi %X Sp'144=03B9s,n
Fastener Igpt(>r.nedglr lsadXtiklaaryarea X G.38fl n -t9.7 ros
Tho feel bads for 90 oiher:planX width Were rirfadaMd 6asad on N0'sem6 last ¢ner lead
r--- ,Ca�aiate0 al awbbtedeei npad = faa7ener teal lakstd id Jim diagded'by area irtilutay for the Mr6lion 10 be w. ath
HerdePbnk t'ildlh
(?ldloal
e o a
�j5';NS.
c caw
p
2•
n
w
m.
�'�
&¢.
'- a
ao
0222V
-88:7
- 49,7
9R5
0
'0.270
•70:9:
=19J
7;5
A...
•152
7 8.
- 0=0
-60.7:'
- -19:7 .
INN8.28
-
8
..7444
1Ai3 -
- -19.7
9.5
o.
3,0 -
49,7
12
0
0597-
-310 .
-19:7
Table 2C. Alfowable Cosign Loads Based on Ct (eat Fisloiler Load,,4d ling.shank siding nail (1.5']O.Do'a9215T, fastmers. concealed (blind nalp as v'O.C. to WSP atwathing only
For 8.2S4M vt 00 Har&*sa)c .
moload-ultimate taiwe IoadiFDS=•158 C51f.1-50.7,psi
lVe!ilbrilely M{tg6eaposed ia}Ir*a_therX(i5lenr:popr�Vt44)=r{P.25-.1.2b)X SY7.14 =0.292sq.n
FaslaneilwA ydesgnloadC i(',Culary area = •80'X0.292 =-183 Ors
The laslener badsfOr aE d11te! plank-wiEttt ware nakWSWi based co Itle same tasloner bad
C&kirleled blluni)tile ddsi"n nhBier�sbaif ld51Ed rwhdllian dpAded byarea iribua7'(OrIM WPJI,on to to glataled
H:ndePNnk.Wdpl
1pchecl
e
g
as Ec
0 6� �.
° u
w A
r�. r.$.g.
a '
3
m e.
J'
1.xs
s
0:167
.ns.e
49,3
7.
8.
0300-
-74.1
-19.3
8
8
0.701
:@
-19.3
8.25
-f93
3
0392
-8d.0
.193
.9.25
0
0.337
-57.9
•193
9.6
0
0.3u
-50.1
-193
12
0
0.44e
s .1
1 -mzs
'
.OEJn MLVVRVU11a J, RCL, W
HUNTINGTON BEACH, CA 92949
'
714-292.2602
114-908.1815 FAX
PROJECT' RIO.2577A5
IIJdES NARDIE BUILDING PRODUCTS, INC
'1-88a-542-7343
m(o;jameshardie.com
DESIGN WIND LOAD PROCEDURES:
Fiber -cement siding Vd04Var80.10a0 C2paeily (uin0load mpadly) is dalenl(uud Y.la. rAmylarKp resihlg !o unnaverse.lord neiaA:vwl tow slandwas V,a hrg tr+usverse tbw: iesdng An
efuwible deign lead is deiam mined based an a IS= of solely of 3 aWildea tea uulmale test load.
tiku:a the allowable design load is based on filter of Safety IN 3. dwabla assign leads on iiDur-cemenl siding correlate 7rVCup 10 required docgn pressures w APdi,,aol9 Slrgss Design.
and merelore should be used w4ti doinbudin a egi,illions ferldlovredte Stress Ob�lgn (AS0).
0y Using the combination loading equ d;ans for rma.:aple SIMSS Design (ASO). th 3 !nled a6aWaiga design Ideas far:d:w-Ce col sn£ng aft a gnhd w•In Me ,roa sr6so rocfti temedls in
ASCE7.10Figure 26.54A, FlgLire 2a.5.1 B. and F" 26.51C.
Far mis ana"S. 10.CaldWate tea pressures In Tables 'y 5,'and 8, Ih9 bad colntifnaliM w'L ba ej oCtddanae'Nrih ASCE 7-Id $eaion 2.4 combin!m7 nOrnirtal ioadS+:s:-y-n7fc,vaa'r SdtvS
design, bad crvnbinalinn 7. Lead mmbinalion 7 use6 a load Iavi of Mwo- peed td d e*mtd vufodiy pressure
Equation 1, q,=000256'K,K<K;Va jW ASCE 7. 10 equanon:0.31J
IT, ,'velddly wassail, at height
K, , vektity pressure erposu a coeflinI t. evaWled at heiphi a
Ke , lopogtaphz factor
K,., : vMK) Ciedionalay Iadbe
V , base
wih
Equation 2.
V=v�' pirlN1218C & 2014,FSC Section: 1301. i deAJ:iSans)
4w , Iiaimais deign i im cpe0 3aemM gL l t pH) dalarmined tram (2012 far, W14 FDC) Figures 1509A. 0. or Ct ASCE 7-10 Figures 26.5-1A B, u C
Equation 3. p=q,•(G('GCs) (ref. ASCE 7-10 ey0adon'JO &If
GC, , prgducl of ousenuN plessae mafficua,q_andgustwino) }act"
GCe pfadud rd.lilihmbl prosssao, WShiceit aod,,,51=e8nsi[,war
:p . design PrESSUrd (PSF) for srd wg:(,'i:mvebm de" land for. siding)
'em4de (feslg, pressure: subsbhJfe qy We Emte6063.
.wn A. pK1.td256'I(rl)(� N4'V•n'(GCe-GC,1
Avowable Suess Llesayn, ASCE'?-to Seimcn 24.1, Toad mmbinaebn',
Equation 5, O.BD . O.BYi (red'ASCE '-1if secran 2.4,1, load came'nalion ;J
_ D , deiid load
W ♦ Wind.Li'1A )Ipad due to wind pressuel
Tu dorermno the Arm abie.Sh'M Deaigl➢rnSadre, appy the load yacior far (dyed) room Equation 4 to p (dnsga,rasss:•e) deie or0ed 7mn+ equaden 4
FAuallon a, 0.8(jpj; Equation I, p,y=O.G'(OSG•Kr: Kr Ka V.a''(OCe GCaI}
E4040M 7 is -used to papuf9te Table 4 5, and S
To delennu a the all wable Nmale ba&k wind speea far. Hatlba Siding an Tab's 7, sotie Equat.w.7 id, v...
Equation 6. V.,a =(p„�pb'0.0025b-K� K: Kj•IGC�-GC�J}0i
ApP(kabm m n(edlads speakithl,5xeephona I'through 3:011201218C. 2014 rBCj SdcnOo 1609.1 1., to daTem*w me asowohle nonizal design windapeec (Vesd) farMarclio Siding in
rabre 1. al1AY fhe convers)[ia DARbla Ukw, .
Equation 9, V„. Y }0:8)i3 (red. 2012 feC&2014 FEC SeCM-A lw4f/f+//A711"/", ;
V: . N05 inal design wind speed Ileaceha gust mpn) (rot I111219C A 2014 FSC Sect h✓1301i. ,�17Wd
Table 3, COofOclanta and Constants used In Dolormming V, and p,
WsS Zone
Heghi(0)
Eep'B
-'4C-
I Ekp.O
Kn
K,
CC,
GC.,
0.15
0.7 -
0.95
1 1:03
M60
1
0.85
-1:4
- 0,18
20
M-1
0.9
we
1'
0.95
-1.4
0.18
25
0.7,
Mgal
C12
1
A.9S
-1.4
0.1e
0.7'
0.98
LIB
1
0.85
-1.4
MIS
35
073
lot
1.10
1
085
.14
MIS
40
O76
1.134
1.22
1
0.85 -
-1.4
MIS
45
0785
I.m
1.245
1
0.8s
-14
a.to
Oaf
109
1:27
f
0.05
-1,4
0.18
55
0.03
1.11
i29
dal
i
n.es
-i:e
B.la
100
0.99
1.26
1 <a
ft i
I
0.85
I •18
0.16
V V'�M • y A
d STAT . F h
Ft0N
...ti•�P'
•'•..-11
ass%0 N Ak-
.v�ii/rN//ill
JAMES. HARDIE BUILDING PRODUCTS. INC.
`i-ZIPS-542.7343 .
mtoagamcshardis.tom
J7 ,lLVt9x4Vlia'al nCCl eW '
HUNTINGTON BEACH, CA S2543
714-292-2602
714:908.1815 FAX
PROJEGT'.RID 25T7:15
Table a, Allowabt,A Stress Design. Component and Cladding (CAC) Preesufas (PSF11a ha,Ranialad al Vadnoa Wind Snaads
Nh:ul Speed i3'
wmralgusl)
too
105
Ila
1115
1@0
)30
140
I50
1811
1�
tog
19a
200-
tin
'0
B
El
B'
.'B
'a
B
8
B
B
a
B
B'
-15.9
-17.5
-19,1
-.2all
-24.4
'28;3.'
.-32.5-41.7
?6.8
-521
-57:6.
-175-
--19.t
,�p,8..,
-24,4
-:283
.3Z5--
'a7.0-
--0'.i
-:46.8
-52.1
-578.
,33.7
.B3:7
25
-14A
-15:9
- -17.S-
-19.1
--20.0
44.4. .'
-2933
-32:5
4LT
-49.8
-52,1
57.H
-62.7
30
-14.4
-15.9.-
-A7.5'.
-19.1
-20;a
-24.4.-
48:3.
-32.5
-37.0'
1 41.7
1 -ae.8
' i.l
'-57.8
-63,7
35
-1 '1
-I8.8
..18:2
-19.9
-21.7.
-25.3
+ S
7.;Z9
' --36,6
�3.b
-0
-544
-602
-56.4
AO
_75.T
-17.3'
-18.0
�ZD;T .
'e':,
- H.5
�. '$O.T
a5:3
-'-40.1
-453
iC.9
--5E.8
•827
-60.Y
-05
:10:2
-17.8
=23.3'.
:' '-27.i' -
31:T
'a0?
-:1.5
d8:8
-52.5
-58.5
-84.B•
--71.4
i 50
{
-16.7
'
-18.t
-24:1 -
028.2
,-32 7
.37.0
-42.6-
48.3
wl
'-50.3
55
-17.1
-187
m
''-24;7 :
- .29.9
- '33.6.`
=36.5
" - :8-49.6.
-55.5
ZIA
-68-5.-2
-6
=YH2
-57:6
55.5
•740
-112.9
-92 a-
-102.4
-112:9
Tapk S. Allowebk BNoas Oeaign - Cemp6neni ad Clad (GSC} Preseu{eti IPSFy to tta RelGfed. ai Veriada iMlid5vee9a- Wlad F.�,+:.,,:x eetx......+r
pcad.l
s5xnd 9u311
100
7C5'
- Ito,
115,*,-38
130
ita
'150
180
1'e0
160
19c
200
210
lia'gAi. pll
G
- G
C
- -GG.
. G.0
C0-15
dT:S
-183.
- -2T.2
-232
-29.0-
-34 4
-39.5
-44:8
S(.'7
-598
.633
-7Q1
-773
20
-188-
-- 5:225
24:6.-31.a
•30A
118
.-47.5
•-53,7
2
-570
.74:3'
-al.9
25
-l9d -'
27A.
-235
,246-..
t32.8
-38.0
- '-43.0 -..
-06.0
-.58.f1
•820
7G0':T7.830
_202
-223
-34;5'
-287 -a-0:2
-39.5 -
-056
-51:8
SBA
:85-5
- 33.0'
49.9.2"
-23_-25
2
_.2..
-40 8
-0A.9
-sT
.60.2
1575.?
-8?.3:.
.91a40
-215.
-?J;7-:.
-28.0.
8.4 .
-36:3. -.
-d2.0;-0B:S
-@4;9..
-629
?39.529A:3
d6
.?20
=24:2 -
-28:8
�29;Y
:373.
'A3.1-
W9A
+562
: 830 <
-712
49:3
-87.9',98.8
'S0
325
-2411
-273
.297-30.0
- -04:1
.. :50.6
".3T:6-
- -65.0
-i 2.&
.-Di.2=
-69:9
.25.2.
'3 7
.307
'.'-449,6-�:
.6d.2.
+74.2'
-8.27
-91•.6:'
.-99:2
-101L0
i00 ..
..12 -'-._
35.
.-0 .,
-o a
"rB3,6
-13.0 '-
-43,4"'
-94.1
MOSS
-t 6
-/3C:3
-f43-8
Table a. Allowabl. Strass D9ai9tt - CamPona0t 111iU Cladding (C004*u7as (P5F) to ba Res{siod al Verfape NAn4 Sp inls -VAnd E.tpo.um C t b
L ,end :ufl
100
f05.
Ila
.IOG
tp5
60
170
I80.
loll
2eu
0
'p
..-Ipd- -
D
.D
D
p
D
D
.25T
:!
.
7;8
N{.4
t.d
-7847
-83.0
0::7
70
'.
.
4;_.
570
64.3
.89.1
%--
5
:
9
6.
74.9:
-02,4
9
I '33
"
-29A.
290
-.
..-i9
_-..
,538
7:.6T3
69.2
-77.5
-844'
467
-1955
. 35
•24.5-
-27,1 -
`r-24.7 .:
- 2S'
-3$:0 -
'4i S',
''tx2.8'
--70.9 -
.10.5
-88.8
+98i2.
•108-3
40._.
-25
- 7:7
-3pS
-nxJ:3
-3b2
'--0 5
''939,3'
765.6
" -Wq,a-
-727
-0Y:3-,•
oo
.-f007
-111.0.
. 45
-257
.-28,3
"'>31.1
- ad0'
aTy3
.43.d £
:50.3
-37:8'
.. luT 7-
y4.7,
532
:92:7.
;:102.7
:1" 3
5J
-266
.-28.9 :..
-97.y
-34ie.
-777."
-44.3:
-"Sii3
I -56,9:
-679
.•75:T
-e-0.9
--64:6'
-104,8
-1f53
5-286
-29.6-
122
;2-
-36t3.-4
.0 -
- .2-85.2100;4'
1
- 0
8. :
5
.2
AR.8
478
'-133.a
7747.9
.a
-YtV.0
Tapirs a, 5. antl a se rased on ASGE 7-10 antl mnsislaN wlltl lne'-_'012 lab- 20121RCON Ila 2014 Floirda Whiing Code,
P 1.OGq
OFs�f���
21
Tt
JAMES HARDIE BUILDING PRODUCTS, ING
1-888.642-7343
inl0@jameshardw.com
Table 7. AIICwable Wlnd Speed (mph) for HerdlEPlank Lap
HUNTINGTON BEACH. CA 92649
714-292.2602
714-908-1615 FAX
PROJECT; RIO.2577-15
I MathOd in ASCE 7.10 CIIa➢fef30 C8CPar1 land PaNJ)'C
n
2072780,2014'F8C
201218C,2014FBC
•, S-�A' �F Ci: ;
__�Q{.�'•.;C�pF1:�A• \`� ly \,
ASS/pNp1- ;'' 71
COMicient:'lried kt 7461v 1 Gklk69na Iv4 V.•,
Allowable, Uftimale
De99n Wind. Speed.
f3-sec00d'gusl-Pal
AffWatle, Ncmmel
Design. Weld:SpeeQ
f}6eWnd gust Mph,
sApp�Mto1'i 1D 2{BC
'N14 FBC(Scc4Da
75091t. azesltw v5y
P012 M. 2014 F5CI
FlpuOt _609A a, arC
+aptc4•.)4 m mamas
zp4Z{w!%if• Ezc4pba;z 1
Li 943 v71201219C.
26:4 FOGI5.�3si
160111
vvmwmd
p0mre
ra1a5W
Wmd 6xP040 o Gteg0.-
_ Sing
K,
PrOi:yJ
Pr00iu1
jtyC.\na54
$riches)
v:wth
Pnc11e4)�
F Type r
Type
S s d-g
a
Rome
Type
Fastefief
SpegOg
1#tth8�1
BWduv
He RI i
k I
(lea!
B
C
0
3
c
,,
I7efb11
LDa;
(PSF)
EwPB
-
EADC
fkp0
d K.
"GC.
:ia4a-eT•tan4
5l10
.
.
G25
NO 8 x I.
518'bhgA
-0.375'HD
dbbed
lvalarliaed
FpOy�r'
Bond
4cravied
'tdWSP
�2X4 v47Dd
Or 209a:
steal
fraibiig,'
7!1§'.lfUdt
WSP
12
`...
0.15'
-'26B'
243,
. 2N
207
188
111'
10'.5
'01
G73
10
fes]A
-1
'e.BS .l a
0 76
0 is
20.
268
--
:236'
21a.
2W
183
tat
aC3s
0.7
as
1.Ca
7
'0,85 .14
0.13
25
268-
`231
212
207
t79
tod
"-1DIS
Ot7
Ob4
112
I'
095 J a
cis
30
d68.
'=8
208,
07.
175
161
-103.5
0:7'
-D.98
'116
085 .14
O.la
'35
'262
233'
2ai..
20'
't]7
159
a05
0A
1.01'
3,1
t
C.aS -L4
Ona
:40 "';?SZ
.-
'P20
"-20-
1s0'
178'
157
77103
0.78
1:04
122
1
0d5 .•fA
ba9
45'.
:253
-21T
201
1541
109
455
q0.5
0965
t:P65
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What is the Falcon SZ-Series 000r7
Resolution:
E
SZ Series Door I the economy Steelaaft commercial grade door recommended light commercial applications when architectural specification are not needed.
s: The SZ-Series door Is available with the following features:
• Steel Face Sheets = 18 gage Cold Rolled Steel face sheets (A60 Galvannealed op8on)
• Door Size = 3068 or 3070 single door
• Edge = square edge hinge and lock sides with visible seam
• Core = Honeycomb of Polystyrene
• Top Channels = 14 gauge Inverted end channels
$ • Hardware Prep features:
4 7 gauge hinge reinforcing for 4 1/2- standard weight (.134) non -handed
- closer reinforcing 14 gauge
o lock option 161, 61L. 86ED and reinforced for rim panic (RPD)
ass-OA1tllltAi-:..tlR9L5.ace.QuSh.ty.Ge (no glass cutouts)
Fire Label =. Warnock Hersey 1 1/2 hour (96 min
• Packaging = available In twenty (20) packs only
• Primer is standard Steelcraft beige.
FBC Approval: The SZ-Series is an approved FBC product with FBC YFL-13883.
DISCLAIMER:
INFORMATION PROVIDED THROUGH THIS SITE IS PROVIDED TO YOU AS 15 WITHOUT ANY EXPRESS REPRESENTATIONS OR WARRANTIES OF ANY
KIND, AND WE MAKE NO REPRESENTATION OR WARRANTY THAT THIS SITE(OR ANY INFORMATION PROVIDED IN RESPONSE TO YOUR INQUIRY), WILL
BE ACCURATE, COMPLETE, OR ERROR -FREE.
YOU AGREE THAT YOU MUST EVALUATE ALL INFORMATION AND RESPONSES, AND THAT YOU BEAR ALL RISKS ASSOCIATED WITH, THE USE OF THIS
SITE, INCLUDING ANY RELIANCE ON THE ACCURACY,COMPLETENESS, OR USEFULNESS OF ANY INFORMATION OR MATERIALS MADE AVAILABLE
THROUGH THIS SITE.
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METALS,
10200 EASTPORT ROAD JACKSONVILLE, FL 32218
904-358-8366 WATTS 1-877-358-7663 (ROOF)
FAX 904-358-6285
TAS 100(A) -95 INSTALLATION METHOD
Millennium Metals, Inc.
MMI Off Ridge Vent with Permanent Baffle - Attached to Wood Deck
V�IAgI� �ENG
THS (SE F TAB�F
TYPICAL FASTENER(S)
- 11 GAUGE RING SHANK ROOFING NAIL
OR
- #10 MIN. WOOD SCREWS
VENT TESTED WITH 11 GAUGE 1 y" RING
SHANK NAIL, 8" O.C. TO PENETRATE DECK BY %e'
SIDE VIEW
)FF RIDGE VENT
I... tom........ ...I... Q .\.'
8" WIDE OPENING
(MMI RECOMMENDS A 3"
OPENING, SEE TABLE BELOW)
all
3 y" FROM FLANGI
TO OPENING
II 10
ATTACHED BAFFLE:
FIXED BAFFLE ON VENT SECURED WITI
APPROVED FASTENERS 8" O.C.
MMI OFF RIDGE VENT RECOMMENDAHONS
LENGTH
CUTOUT
NET FREE AREA
4 Ft.
3" x 46"
138 Sq. In.
6 FL
3" x 70"
210 Sq. In.
8 Ft
3" x 94"
282 Sq. In..
10 Ft.
3" x 118"
354 Sq. In.
flue Barrier
BEP Blue Barrier Installation and Application Guide
BEP Blue Barrier is a system ofseamlessfluid applied products designed to protect the building envelope.
Approved assemblies and applications listed below incorporate the BEP Blue Barrier product line. These
products when used as a system are designed to provide seamless assemblies around windows and doors at
penetrations through the structure and provide a proven air and moisture barrier. This breathable and seamless
system protects the building envelope from air and moisture infiltration, increases energy efficiency, guards
against moisture damage and defends the structure from mold growth.
BEP Blue Barrier Products:
(Blue
Barrier Liquid Flashing 2100
Blue Barrier Joint Filler 2200
blue Hamer LfquiUWr-5p 2300
Blue Barrier Flash'N Wrap RG 2400
1.Windowand Door Assembly
Wood /DensGlass:
BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG and BEP Blue Barrier at Filler
are used in the window and door assembly. When preparing the opening for product installati , applicator
must ensure the rough opening substrate is prepared and cleaned free of all debris and co)Rd
minants. The
framing material should also be cleaned and all sheathing and framing should be inst d properly to support
the window frame per the manufacturer and engineering structural specificatio . Any voids should be
prepared with BEP Blue Barrier Joint Filler. All voids in excess of 3/4 of a c should have a closed cell
backer rod installed prior to the caulking of the joint. Set the backer r o industry depth based on the joint.
size.
Apply the BEP Blue Barrier Liquid Flashing or BEP Flash' rap RG from the inside corner of the buck to
return 6 to the face of the wood and/or DensGlass wal 2 mils. BEP Blue Barrier Liquid, Flashing can be
applied with a trowel or BEP Flash'N Wrap RG c e applied with a roller or chip brush. The coating will be
dry to the touch within 15-30 minutes and th ening is now ready for installation.
Install the window and/or door wi ead of BEP Blue Barrier Joint Filler behind the flange. (If the
installation is not on the same the installer must wipe down the original coating with an approved solvent, -
as on the BEP Tech ' Data Sheel, to remove dirt and debris between coats.) -Once the window or door
unit is installed and r the Data
inspection, the installer must clean and scuff the nail/installation fin and
the portion of a axed or painted frame on the window or door unit to be coated. Apply a coat of BEP Blue
Barrier Li Flashing at 12 mils from the corner of wood frame to cover the scuffed fin and the frame of the
unit ng sure to cover any gap between the fin and the frame. *Note not for use on Borate treated lumber.
S ial!ram#1.
Diagram # 1
BEP Blue Barrier is a www.BEPproducts.com
Revision: October 1, 2013
MA F 4)%
Trademark of ,•... �„ Page I of 5
BEP
Blue Barrier
Ensure the concrete is prepared and cleaned free of all debris, contaminants and residual oils from form
boards. All voids should be filled with BEP Blue Barrier Joint Filler. All voids in excess of 3/a of an inch
should have the appropriate sized closed cell backer rod set to the appropriate depth. The bucking
material and/or opening must be prepared and installed as required by the window and door
manufacturer and/or the engineering specifications. Apply BEP Blue Barrier Liquid Flashing or BEP
Blue Barrier Flash'N Wrap RG from the inside corner of the bucking to the outside corner of the block
wall at 12 mils. On the concrete assembly, it is not necessary to carry Flashing to the face of the block
BEP Blue Barrier Liquid Flashing can be applied with a trowel, roller and/or chip brush. The coating
will be tack free within 30 minutes of application and the opening is now ready for installation.
Install the window and/or door with a bead of BEP Blue Barrier Joint Filler behind the flange. (If the
installation is not on the same day, the installer must wipe down the original coating with an approved solvent
to remove dirt and debris between coats.) Once the window or door unit is installed and after the required
inspection, the installer must clean and scuff the nail/installation fin and the portion of any waxed or painted
frame on the window or door unit to be coated. Apply a coat of BEP Blue Barrier Liquid Flashing or BEP
Blue Barrier Flash'N Wrap RG at 12 mils from the corner of the block or poured concrete to cover the scuffed
fin and the frame of the unit making sure to cover any gap between the fin and the frame creating a seamless
barrier.
See Diagram #2.
Diagram # 2
BEP Blue Barrier is a www.BEPproducts.com
Revision: October I, 2013
COMMUS
Trademarl<of w�•.•• Page 2of5
a
BUIL
r • rt olyah Product Data Sheet
�eMO15TUR E:AND AIR STOP NeR¢�
Description
Poly Wall Blue Barrier -Joint Filler 2200 is a structural
adhesive and detail sealant used to fill voids and seams and
to bond dissimilar materials. Joint Filler can be applied to
surfaces and substrates that have been prepared per the Poly
Wall Blue Barrier Application Guides.
Blue Barrier'"' Joint Filler 2200 is part of the Poly Wall air
and moisture barrier system.
Features/Benefits
• Large joint and seam filler/Bridges gaps up to 3/a" on
multiple substrates
• Superior shore hardness/Prevents filler wear and tear
• Exceptional adhesion/Bonds to multiple substrates
• Non-sag/Creates a better and cleaner application bead
• Environmentally friendly/Solvent free, isocyanate free and
low VOC
• Advanced proprietary technology/Provides superior
adhesion
• Wet surface application/Bonds and cures in wet
conditions
• Class A surface burning rated /Provides added fire
protection against Flame spread and smoke development
Approved Applications
Window and Door Installations
Mechanical Penetrations
Flashing Details
Voids in Multiple Substrates
Application Methods
Use sausage gun with applicable tip to achieve desired bead
of material. When bonding to surfaces, ensure the surface is
clean from dust and debris. When applying Joint Filler to
other Poly Wall Blue Barrier Products, the initial product
must be cleaned with approved solvent and brought back to
tacky. Surface temperatures must be between 330F-100°F.
Approved Solvents
Mineral Spirits Denatured Alcohol VM&P
Methyl Acetate (VOC Exempt)
Packaging Options
Size Part Number:
20 oz. Sausage Tube BB 2200 Joint Filler - 20 OZ
2 Gallon Pail BB 2200 Joint Filler - 2 GAL
Typical Properties
Cured Properties at 21 days.
Hardness, Shore A
60-70
Tensile Strength
250-350 psi
Elongation
215-250%
Tear Strength
40-50 psi
Peel Strength -
' 59 PLI
UV Exposure
9 Months
Uncured Properties.
Tack Free Time <45minutes
Cure Rate 1/8"-16hrs.
Note: Cure rates will vary based upon the relative
humidity of the application environment.
VOC Content <30g/ liter
Dilution and Mixing
Apply as packaged. Do not dilute or alter.
Product Color
Blue
www.poly-wall.com P l Blue Barrier Joint Filler
g is a trademark of Polyduard`
Blue Barrier
2.1'enetrations of the Building Envelope
Use BEP Blue Barrier Joint Filler with BEP Blue Barrier Liquid Flashing or BEP Flash 'N Wrap RG to
seal around all penetrations in the building envelope. All gaps and voids around the penetration in excess
of 3/4 of and inch must be filled with closed cell backer rod and/or closed cell expanding foam. Ensure the
backer rod and/or foam is set at the appropriate depth to width ratio. Scuff the penetration and caulk
around it with BEP Blue Barrier Joint Filler, being sure to carry it onto the penetration itself. Wait lS
minutes, and then apply BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap to the
penetration. Using BEP Blue Barrier Liquid Flashing or BEP Blue Barrier Flash'N Wrap RG, coat at
least 4" around and onto the penetration.
See Diagram 4 3.
BEP Blue Barrier is a
Trademark of D OMI"` �s
Diagram N 3
www.BEPproducts.com
Revision: October 1, 2013
Page 3 of s
If`�
Broan F402422 Biscuit on Biscuit 190 CFM 24- Wid^„"?-sl Under Cabin ._ters and Axial Fan from the Econon* lection - VentingDire—ct.com 4/25118, 7:15 AM
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A > Brands > Broan > Broan Range Hoods > Broan Under Cabinet Range Hoods > Broan F4024
Broan F402422 Biscuit on Biscuit 190 CFM 24n Wide Steel Under Cabinet Range Hood with Washable Filters and Axial Fan from the Economy Collection
Item # bc1417566 MGdeI It F402472 Economy Collection
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Broan F402422 Biscuit on Biscuit 190 CFM 24" Widq cr.el Under Cabin...ters and Axial Fan from the Econora?"" •'Jlection - VentingDirect.com 4/25/18, 7:15 AM
i Overview Specifications Reviews 16 Product O&A 3
l
uAnnes:
1 . Includes a robust 190 CFM axial tan, ideal for quickly Gearing your kitchen of residual heat and unwanted air pollution.
Manufacturer Resources
M• Dishwasher sate and easy to replace aluminum mesa filters trap and remove unwanted contaminants such azgrease
-
j and food residue.
Bathe your cook top in the warm glow of a single Incandescent bulb (bulb not included).
Installation Guide
. Functional 2-speed rocker controls provide for unparalleled mastery of your kitchen environment.
Specification Sheet
r Beautiful painted steel or stylish stainless steel construction available.
• Enjoy the convenience of a convertible ventilation system- clean and circulate internal air while maintaining kitchen
Indoor Air Quality Graphic
temperatures and saving on heating/coo Ping bills (Model 597007696).
• Home Ventilating Institute (HA) cedified.
• Underwriters Laboratories (UL) listed.
Product Technologies:
. Related Broan Categories
?j
Convertible Range Hood: Convertible range hoods can function either azaventilated (ducted) or recirculating un0.
_ ..... _..... _.._.. ___.......:...... .. ._._.._ ..
The primary benefit being that it allows for the broadest compatibility across multiple kitchen environments. A
Broan Range Hoods
convertible unit can be made into recirculating typically through the purchase of a recirculating kit. Convertible units
Broan Bath Fans
don't compromise their efficiency or functionality between ducled or recirculating configurations, leaving the choice
Broan Indoor Air Quality Filtmtton Systems
entirely dependent on what's the most convenient for the end user.
Broan Attic Fans
Specifications:
Broan Heaters
(
Broan Trash Compactors and Accessories
• CFM: 190
Featured Replacement Filters by Broan
• Width:24-
• Depth: 17-1/2'
• Height: 6'
• Height Above Cooktop: 18'
_
• Voltage: 120
• Sones: 6.5
Blower Speeds:2 -
• Ducting: 7-Round or 3-1/4'x 10'
' Motor Type: Axial Fan
.product Variations:
• F4024 (This MOde11: 24- Wide
. F4030:30' Wide
1 . F4036:36'Wide
''..
. F4042:42-Wide
Additional Broan Links '
. Kew, the Manufacturer Wananty
. Browse All Broan Products
i . Broan Economy Collection
j
I '
This product Is listed under the following manufacturer number(s
• Bman F402408
Broan F402422
Almond
Biscuit W Biscuit
• Broan F402402
Broan F402423
Bisque
Black
• Bman F4024D4
Broan F402401
Stainless Steel
White
• Broan F402411
White on White
https://www.ventingdirect.comlbroan-f4024-190-cfm-24-wide-steel-un-.intcmp=recs-category-page.rrl-CategoryTopSellers-Broan-broanf4024 Page 2 of 2
BRv w N'
F40000 SERIES
TWO -SPEED
4-WAY CONVERTIBLE
RANGE HOOD
Constructed with quality and good looks,the F40000
is superior to the competition whether ducted
vertically, horizontally, or non -ducted.
FEATURES
• Two speed fan control
• Polymeric blade and light lens (accepts up to 75W bulb)
• Washable aluminum. filter
• Convertstonon-ductedbyremovingcoverplatefromfront of
hood and installing the non -ducted filter (purchase separately)
• Mitered sides and hemmed bottom forsafetyand good looks
• 3'/4" x 10" damper/duct connector included
• 7" round duct adapter plate included. 7" round damper
purchase separately.
• Contemporary styling in White, Almond, Biscuit, Black, and
Stainless Steel
• Available in 24, 30", 36" and 42" widths
SPECIFICATIONS
VOLTS AMPS RPM CFM SONES DUCT
120
2.5
2850 160
6.5 3Y4" x 10" (H)
120
2.0
2850 160
6.5 3'/4"x 10" IV)
120
2.0
2850 190
6.5 7" Round (V)
120
2.0
2850 —
— Non -ducted
SPECIFICATION SHEET
TYPICAL SPECIFICATION
Range hood shall be Broan Model F40000.
Unit shall be convertible between ducted using a washable
aluminum filter (included) and non -ducted (purchase non -
ducted filter separately).
Motor to be permanently lubricated. RPM not to exceed 2850.
Unit shall have a two -speed fan switch with separate light
switch.
Sides shall be mitered and bottom edge hemmed - with no
sharp edges.
Air delivery shall be no less than 160 CFM and sound levels
no greater than 6.5 Sones (3'/4" x 10' horizontal and vertical
discharge) or 190 CFM at 6.5 Sones (7" round discharge).
All air and sound ratings shall be certified by HVI.
Unit shall be U.L. listed.
HVI-2100 CERTIFIED RATINGS comply with new
® t t . testing technologies andproceduresprescdbedbythe
HorneVthey am
available
Institute, mers.foroff-ttte-sctferform nce O
�>�' theyarea t 0.1 eroca tic Pres ure. based
nnance ■
is rated at 0.1 in. static pressure, based on tests L
conducted In a state-ol-the-art test laboratory. Sones
CERTIFIED are a measure of humanly-percelvedloudness, based
on laboratory measurements.
Broan-NuTone LLC, 926 West State Street, Hartford, WI 53027 (1-800-637-1453)
REFERENCE I QTY. I REMARKS I Preiact
Location
Architect
Engineer
Contractor
Submitted by Date
n„� nnnnonnnc
F40000 SERIES
4-WAY CONVERTIBLE
RANGE HOOD
READ AND SAVE
IMPORTANT
For Non -ducted (DucHree) Installation:
a) Purchase non -ducted filter separately.
b) Remove and discard damper/duct connector and
lower cover (See Step 4) in "Prepare the Hood
Page 2.
c) Follow all steps except steps Inside dotted lines.
For Ducted Installation:
rFollow an steps,
ps, including steps inside dotted lines.
® INTENDED FOR DOMESTIC
COOKING ONLY. A
WARNING A A
TO REDUCE THE RISK OF FIRE, ELECTRIC SHOCK,
OR INJURYTO PERSONS, OBSERVETHE FOLLOWING:
1. Use this unit only in the manner intended by the manu-
facturer.lf you have questions, contact the manufacturer
at the address or telephone number listed in the war-
ranty.
2. Before servicing or cleaning unit, switch power of at
service panel and lock the service disconnecting means
to prevent power from being switched on accidentally.
When the service disconnecting means cannot be .
locked, securely fasten a prominent warning device,
such as a tag, to the service panel.
3. Installation work and electrical wiring must be done by
a qualified persons) in accordance with all applicable
codes and standards, Including fire -rated construction
codes and standards.
4. Sufficient air Is needed for proper combustion and
exhausting of gases through the flue (chimney) of fuel
burning equipment to prevent backdmfUng. Follow the
heating equipment manufacturers guideline and safety
standards such as those published by the National
Fire Protection Association (NFPA), and the American
Society for Heating, Refrigeration and Air Conditioning
Engineers (ASHRAE), and the local code authorities.
5. When cutting or drilling into wall or ceiling, do not dam-
age electrical wiring and other hidden utilities.
6. Ducted fans must always be vented to the outdoors.
7. Do not use this unit with any solid-state speed mntrol
device.
8. To reduce the risk of fire, use only metal ductwork.
9. Use with approved cord -connection kit only.
10. This unit must be grounded.
TO REDUCETHE RISK OF RANGETOP GREASE FIRE:'
1. Never leave surface units unattended at high settings.
Boilovers cause smoking and greasy spillovers that may
Ignite. Heat oils slowly on low or medium settings.
2. Always turn hood ON when cooking at high heat or
when cooking flaming foods.
3. Clean ventilation Fans frequently. Grease should not be
allowed to accumulate on fan or filter.
4. Use proper pan sfze.ANmys use cookware appropriate
for the size of the surface element
TO REDUCETHE RISK OF INJURYTO PERSONS INTHE
EVENT OF A RANGE TOP GREASE FIRE, OBSERVE
THE FOLLOWING:'
1. SMOTHER FLAMES with a close -fitting lid, cookie
sheet, ormetal tray, then turn of the burner. BE CARE.
FUL TO PREVENT BURNS. if the fames do not go
out immediately, EVACUATE AND CALL THE FIRE
DEPARTMENT.
2. NEVER PICK UP A FLAMING PAN - You may be
tamed.
3. DO NOT USE WATER, including wet dishcloths or
towels - a violent steam explosion will result.
4. Use an extinguisher ONLY if:
A. You know you have a Class ABC extinguisher and
you already know how to operate it
B. The fire is small and contained in the area where
It started.
C. The fire department is being called.
D. You can fight the fire with your back to an exit.
' Based on "Kitchen Fire Safety Tips' published by
NFPA.
_,IPANA EXTRACTORA
4-WAY CONVERTIBLE
SERIE F40000
IMPORTANTE
Para instalac16n sin ducts:
a) Compm el filtro sin conductos separado.
b) Quite y descane at conector del regulador/ducto y Is
tape do Is mills (V6ase paso 4) en Is Pdgina 2 titulada
'Prepare at extractor.'
c) Siga lodos los poses excepto de los pasos dentro las
Ilneas suspensivas.
Pam instalacidn con ducto:
rSign todos I- pesos incluyendo los pasos _denim de lw
Llneas suspensivas._ _ _ _ _ _ _ _ J
A PREVISTO PARA COCINAR
DOMESTICO SOLAMENTE. A
ADVERTENCIA A A
PARA REDUCER EL RIESGO DE INCENDIO, CHOQUE ELEC-
TRICO, O LESION A PERSONAS, PROCURE LOSIGUIENTE:
1. UUlice sate unidad solo en Is manera prescrita por el
fabricante. Si fiene usted alguna pregunta, comunfquese
con at fabricante a in drecci6n o el tel6fono Indicadw en Is
garanifa. -. .
2. Antes de Iimpfar o de poner an serviclo Is unidad, apague
at interruptor an at panel de servicio, y awgure at panel de
wr%Ado pain evimrque se encienda accidemalmenle.Cuando
eldspwifiwpamdesconectarelservicio eloctriconopuede
ser cerrado con algtin Upo de traba, sujete tuertemente at
panel de servicia una efiqueta de advertencia prominente.
3. Todo trabajo its instalacion y cableado eldetrico dabs ser
realizado por personal calificado y de.acuerdo con todos
_
los c6digos y norms pertinentes, incluyendo los c61 igos
y nonnas relacionados con construcci6n clasificada pare
incenda
4. Aire suficiente as necesario Para Incliner Is combustion
adecuada y Is solids aproplada de gases por Is chimenea
de la unidad y pare eviler comentes de aim Invertidas. Siga
las Instrucciones y medidas its seguddad del fabricante del
equips y de las sociedades profesionales de equipos de
calentadores y los reglamentos de seguddad locales.
5. A cortar o perforar la pared o at techa no dafie at cableado
elEctdco u olros servidos p6blicos ocuitos a Is vista.
6. Los abanicos con ducto deberAn siempre toner una saiida
hacia at exterior.
INSTALLER: Leave This
7. No utilice sate unidad en conjunto con cuaiqufer dispositivo
de control de velocidad de estado s6lfdo.
Manual With
8. Pam reducir al riesgo de incendio, use s6lo ductos de metal.
9. Uso con at kit aprobado del la conexi6n de Is cuerda
The Homeowner.
a.
10. Este Este uunidnklad se tlebe instated con tiema efmtiva.
PARA REDUCIR EL RIESGO DE UN INCENDIO POR GRASA
HOMEOWNER:
EN EN LA ESTUFA:
Use and Care Information
1. Nunca deje sin atender Ins unidades de superficle cuantlo
tengan ajustes altos. Los reboses pueden provocar humo
y derrames grasosos que as pueden incendfar. Caliente
C
5. on Page
lentamente el acefle an un ajuste bajo o media
`J
2. Sfempre ENCIENDA Is campana cuantlo cocine con site
temperature o cuando cmine alfinentos qua as puedan
incendiar.
INSTALADOR: Deje este
3. Umm pfe con lruencia Ise ventiladoms. No dabs penniffr qua
Is grass as acumule en el ventlador of an el fittro.
manual con el dueno de
4. Utlice un sartAn de tamano adecuado. Sfempre utilice at
utensf c, admusdo at tamano del elements de superficle.
-PARA REDUCER EL RIESGO DE LESION APERSONAS RE -
la Casa. DUENO DE LA
LADA
ENLLAS HORNILLAS, PROCURE LO SIGUENTE:-
CASA: Information acerca
1. AHOGU AS LLAMAS ran una tape ajustada o charola de
ms p pague la homilla. TENGA CUIDADO A FIN
del los
DE EVITAR QUEMADURAS. SI las llamas no as apagan de
use y cuidados en
Inmediato, EVACUE Y AVISE A LOS BOMSEROS.
C
5 la Paglna .
2. NO LEVANTE NUNCA UNA SARTEN QUE ESTE EN
LLAMAS- Usted se podrd quemar.
3. NO UTILICE AGUA, induyentlo tastes de cocina mojadas -
puede resufar una explosion de vapor violema.
Register your product Online at:
4. Ualice un extinguidor SOLAMENTE si:
www.proan.com/register
A. Usted Saba qua Paris un extnguidor its class
ABC y to sabe utilizer.
B. 'El incendio es pequeno y contenido dentro del
Area donde as ini66.
Registre su producto m linea
C. Los bomberos hen silo avisados.
en: www.broan.corr /register
D. Usted puede combatir el incendio ran una saiidaa
su espalda.
CAUTION A
1. For indoor use only.
2. For general ventilating use only. Do not use to
exhaust hazardous or explosive materials and
vapors.
T. To avoid motor bearing damage and noisy and/
or unbalanced impellers, keep drywall spray,
construction dust, etc. off power unit.
4. Your hood motor has a thermal overload which
will automatically shut off the motor if it becomes
overheated. The motor Will restart when it cools
down. If the motor continues to shut off and restart,
have the hood serviced.
5. For best capture of cooking impurities, your range
hood should be mounted 18-24" above the cooking
surface.
6. Please read specification label on product for
further information and requirements.
TOOLS AND
MATERIALS REQUIRED
TOOLS
❑ Drill, electric or ratchet drive
❑ 1-1/4"Spade bit
❑ Common head and philiips head screwdriver
Cl Pliers
❑ Tape measure or ruler and pencil
rFar Ducted Installations ONLY: '1
❑ Saber saw or drywall saw
L❑ Metal:snips
MATERIALS
❑ Electrical wiring and supplies of type to complywith
local codes
rO Roof or wall cap
❑ Roof cement or caulk
❑ Duct and duct tape _ J
. or Installation on Kitchen Cabinets with Recessed
Bottoms Only:
O Two 1"x 2' x 12' (approximate length) wood strips
(purchase locally)
❑ Four 1-1/4' long flat head wood screws (purchase
locally) to fasten strips to cabinet bottom
PLANNING DUCTWORK
INSTALLATION
Begin planning ductwork by deciding where the duct will
run between the range hood and the outside. For best
performance, use the shortest possible duct ran and a
minimum number of eibows.There are several choices
shown- FIGS.IA-1E.
In more complex ducting situations, a 3-1/4' mctangular
ducting range hood can be converted to a round duct
by means of a transition.
FIG. 1A. Ducting directly through the wall (for range
hoods mounted on an exterior wall). Shown are two
ways to duct through an outside Wall. If awall cap is used
directly off the back of the hood, special care must be
taken to make sure that the damper in the damper/duct
connector on the hood and damper in the Wall cap do
not interfere with each other when the hood Is operat-
ing. This could result in either inadequate air delivery
or back drafts. If this condition does exist. remove the
hood damper flap. Sometimes when using a Wall cap
it Is easier to duct vertically and then use an elbow as
shown in FIG. IS.
FIG. 1C. Ducting straight up through the roof using
3-1/4' x 10' rectangular duct. (For single story
installations.)
FIG. 1D. Ducting between the ceiling joists (for multi.
-oryinstallations) ort n., the soft space above the
binets (where the soft connects to an outside wall).
rIG.1E. Straight up through the roof using 3-1/4' x 10'
to 6' mund duct transition and 6'round duct (forsingle-
storyinstallations).
FIGAF. Straight up through the roof using T round duct
(for single -story installations).
'G. 1A
WALL CAP 639 OR 649
CASOUETE DE PARED 639 0 649
FIG.1B WALL CAP 639 OR 649
CASOUETE DE PARED
6390649
3-1/4'x f0" DUCT 401
DUCTO DE &IW x 10'401
FIG. 1C ROOF CAP 634 OR 644
CASOUETE DE
TECH0634O644
3-1/4-x JT DUCT 4m
DUCTO DE
&Urx IT 401
FIG.11)
ADJUSTABLE ELBOW 419 WALL CAP 641
CODO AIUSTABLE 419 CASOUETE DE
PARED 641
�y
1 -
CROUNDDUCT406 3-1/4'x IVTO 6'
DUCTO REDONDO OE ROUND DUCT
6.406 TRANSITION 411
TRANSIC16N BE
3-1/4'x 10"A
UN DUCTO
REDONDO
DE 6-411
FIG.1E ROOF CAP 6340R 644
CASOUETE BE TECHO 634 0 644
T ROUND DUCT
34/4'x ITTOW 406
ROUNDDUCT DUCTO RE.
TRANSmON411 DONDO
TRANSICON DE DE 6'406
3-1/4'x 10'A
UN DUCTO
REDONDO
DE 9'411
FIG.1F
ROOF CAP 634
CASOUETE DE
E
C
HO
634
T ROUND DUCT 407
DUCTOREDONDO
DE T 407
MODEL OP87
DAMPER
REGISTRO
DETIRO
MODELO BP87
F'-CAUCION A
1. Pam at use de interior solamente.
2. Solamente Para use general de ven81oci6n. No utilice
pars descargar maleriales a vapores riesgosos o
explosivos.
3. Para evitar danos at motor y eviler qua las navajas del
abanico emilan mucho ruido o estdn fuera de balance,
manlenga at motor libre de pelusa, polvo, etc.
4. El motor de so extractor liens dispositivo de sobrecarga
termica, at cual automAticamenle apagar5 at motor Si se
sobrecalienta. El motor funcionar5 de nuevo cuando se
ankle. Si el motor continua apagdndose y anancando,
h5galo componer.
5. Pam obtener mejores resulfados an la capture de JOB
vapores de la astute, at extractor debe montarse a entre
18 y 24 pig, sobre las homilies de la estufa.
6. For favor lea Is eliqueta con las especificaciones del
equipo para otros requisites y mayor infonnaci6n.
HERRAMIENTASY MATERI-
ALES QUE SE REQUIEREN
HERRAMIENTAS
❑ Taladro, el6ctdco o trinquete
❑ Broca Upo pale de 1-114"
❑ Deslorrillador de ranura o Upo Phillips
❑ Pinzas o lenazas
❑ Medidor de cinta o regla y Idpiz
ream instalaclones con tlucto SOLAMENTE 1
❑ Siena hpo sable o sierra para labiques
L❑ AliCete Para cortar _ _ _ _ _ _ _ J
MATERIALES
❑ Suministrm y alambre el6ctrico del tipo qua cumplen
con los c6digos locales
r❑ Casquete de techo o pared — 7
❑ Cemento o page de techa o material de calafatear
o rellenar
❑ Ductos y cinta aislante pars, ductos
Para instalaci6n an gabinetes de cocina con la pane interior
aftuecada solamente:
❑ Dos liras de madera 1' x 2' x 12' (largo aproximado)
(c6mpreselas localmente)
❑ Cuatro tomillos pare madera de cabeza plane Be 1-V4'
de largo (c6mpreselas localmente) pars sujetar las bras
de madera a la parts interior de galsinete
PLANIFICANDO LA INSTA-
LACION DE LOS DUCTOS
Comience at Irabajo de Jos ductos decidiendo at Camino qua
at ducto tomar6 entre at extractor y la parts exterior de Is
case. Para major rendimiento, use at camino de ducto rods
corto posible y un mfnimo de codos. Se muestran varies
elecciones - FIGS. IA - 1 E.
En situaciones de paso del ducto rods complejas, el extractor
con conexidn para duclo rectangular puede corwertirse an
conexi6n mdonda usando una transici6n.
FIG. 1A. Pasando of ducto i irectamente a tmvds de la pared
(para los extractores qua estdn instalados an una pared
exterior). Se mueshan dos maneras de pasar of ducto a
breeds de la pared exterior. Si se use un casquete de pared
directamente an la parte de atrits del extractor hay qua
asegurarse qua of regulador an el conector entre ducto y
regulador an at extractor, y el regulador an el casquete de
pared no interfieran at uno con of otm cuando at extmcorest2
operando. Eso podrfa resulter an paso de aim inadecuado
o contienes Invertidas. Si esta condict6n exists, quite to hole
instalada an at regulador del extractor. A veces cuando
se use un casquete de pared as rods fdcil pasar el ducto
verticalmente y user un Dodo como as muestra an FIG.1 B.
FIG.1 C. Hacienda un ducto directamente at techo usando
un ducto rectangular de 3-1/4" x 10' (pans instalaciones an
un piso solamente).
FIG. 1D. Instalando un ducto entre las vigas del techo (pare
instalaclones an nuts de un piso) o a trav6s del espacio
de sofilo ardba de los gabinetes (cuando at sofito Befit
coneclado a una pared exterior).
FIG.1 E. Direcmmente hacia el techo usando transici6n de
3-1/4' x 10' a un ducto redondo de 6' y ducto redondo de 6'
(pars Inslalaciones de un piso).
FIG.1 F. Direclamente hacia of lecho usando ducto redondo
PREPARING THE RANGE
HOOD
1. Unpack hood and check contents. You should
receive:
1 -Aluminum Filter
1 - 3-1/4' x 10' Damper/Duct Connector (mounted
inside of hood for shipping only) (Save screws for
mounting.)
1 - 7" Round Duct Plate (mounted on top of hood)
(not shown) (Save screws for mounting.)
2. Remove T round duct plate from top of hood. Set
duct plate aside - with mounting screws.
3. Remove wifi g box cover. Under cover find:
1 - Plastic Bag containing loose mounting hardware
For Ducttree Installations Only:
4. For ducflree installation, remove lower ewer from
front (or inside) of hood. (FIG. 3)
NOTE
Lowers on front o(hood must be open and vhie
for hootl to function In ductfree mode.
5. Remove either top or rear electrical knockout de,
pending upon whether wiring will enter hood tram
wall or cabinet. (FIG. 4)
FDUCTED INSTALLATION ONLY - 7
NOTE
Louver cover must be installed as shown in
Figure 3 to function inducted mode.
6. Remove appropriate duct knockout on hood by
inserting screwdriver into edge of knockout and
breaking tabs holding knockout to hood.You may
have to tap screwdriver with hammer to break
tabs. Peel knockout back with pliers. (FIG. S)
7. Fit damperlduct connector over opening and
secure in place With black sheet metal screws.
(FIG. 6)
Hinge pins and damper/duct connector should I
be toward top of hood for ducting through wall or
toward back of hood for ducting through cabinet I
above hood. Seal joint between damper/duct
I connector and hood wfth duct tape.- I
18. 7" round ducted discharge only: Re -Install
T round duct plate removed In Step q2 under
"PREPARINGTHE RANGE HOOD"secfiori
best performance, line up the 7" round duct
plate with the 7" round opening on hood
Mount duct plate to hood with 2 screws from
duct plate and 2 screws from 3X" x 10" damper.
Install a T round damper (purchase separately).
Damper flap must open freely In direction of air
Bow (away from range hood).
L- - - - _ _ - - - _ - J
PREPARING THE
INSTALLATION LOCATION
NOTE
MOUNT HOOD SO THAT BOTTOM OF HOOD
IS 18"-24" ABOVE COOKING SURFACE. TOP.
FRONT EDGE OF HOOD SHOULD BE FLUSH
WITH FRONT OF CABINET FRAME.
IF DISTANCE BETWEEN WALL AND FRONT OF
CABINET FRAME IS MORE THAN 12" THERE
WILL BE A SPACE BETWEEN BACK OF HOOD
AND WALL.THIS IS NORMAL.
OMIT STEP 9 if ramoe hood will be Installed under
cabinets with Bush bottom.
9. (For installation on recessed bottom cabinets only)
Attach awood filler strip at each side of recessed
area under cabinet (Use two 1' x 2' strips cut to
length.) If recess is more than 1' use thicker strips.
Attach strips with 1-1/4'screws about 3' from each
end. See FIG. 7.
10. Measure and mark the following (FIGS. 7 & 8):
a) Electrical line opening
b) Duct opening_
11. Drill fourpilot holes In comers of mZd tluct open-
ing as shown and cut opening with saber saw or
keyhole saw.
12. Use 1-1/4'drill bit to dn11 opening for electrical con-
nection in wall or cabinet.
.3. Hold hood up against cabinet bottom and trace
keyhole slots onto cabinet bottom of filler strips.
14. Screw the four supplied 7/8' wood screws for
mounting the hood Into the exact center of the nar-
row end of the keyhole slots marked underneath
the cabinet. Allow 316' of the screws to project, so
G. 2
KEYHOLE SLOTS
MNURAS EN mHMA
\
DE HUEGa of cm-
RADURA
I
.
I WIRING BOGMWER
A.R BE
TAPADELA DE
ALUMINUM LIWI CPBLVnO
DO
fILiRO DE ALIMIMO I
1 (
L
DAMPENDUCTCONNfmoll
CONECTORALREGULADORNUCTO
FIG. 3
FIG.4
�
A
/
L-
FIG. 5 `
y .11
FIG.6
I i,r
r
FIG.7
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CursamsTOPR
ODRIE IASTIRAS PARR
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I PARANDO EL EXTRACTOR
1. Desempaque at extractor y revise at contenido de Is
caja. Listed debe de encontrar:
1 - FIVo de aluminio
1- Conector de ducto/regulador de 3-1/4" x To'
(montado dentro del extractor para embarque
solamente) (Guards los tomillos Para at montaje.)
1 - Place del conducto redondo de 7' (montado an
del extractor) (no se muestra) (Guards los torrllos
pars el montaje.)
2. Quite Is place del conducto redondo do 7" de la parte
superior de Is campana. Col6quela aparte, con los
tomillos de montaje.
3. Quite is cubierta de la caja de cableado. Baja la tapa
encontrar6:
1 - Una balsa de plifstico qua contfene herrajes
sueltos para instalacf6n
Para instalaclones sin ducto SOLAMENTE:
4. Para instalaciones sin ducto, quite Is tape de Is rejillas
de Is parte frontal del extractor. (FIG. 3)
NOTA
Las rejillas qua as encueniran at frame de Is campana
deben ester abiertas y visibles para qua Is campana
funcione sin conducto.
5. Quite Is tape de quitar goipeando el6cidca de amba
o Rinds dependiendo an donde entry at cableado at
extractor its Is pared o del gabtnete. (FIG. 4)
INSTALACION CON DUCTO SOLAMENTE
NOTA
I
La cubierta sloe rejillas se debe insfalar coma se
muesla en la figure 3 pea qua fundone can el conducto.
6. Quite Is place de quitar goipeando an at extractor
insertando BUT destomillador an el filo y romptendo las
conexiones qua to sostienen at extractor. Es posible
qua tinge qua golpearat destornlladorcon BUT martillo
I para romper Betas unfones. Pele Is tape de quitar
golpeando heels atrils con una tenaza. (FIG. S)
7. Junta at conector (Jet regulador/ducto sobre la abertura
y sujdtelo an su st io con tomil los negros de metal pars
lamina. (FIG. 6)
Los pasadores de bisaga y at conector del regulador/ I
ducto deben de ester hacia Is parts de aniba del
extractor para pasar at ducto a troves de Is pared I
o hacia la parte de atres del extractor pars pass rof
ducto a trav6s de gabinete encima del extractor. Sells
Is unf6n entre el conector regulador/ducto con cinta
FIR ducto.
18. S610 pam descargas con conducto redondo de 7':
Vuelva a instalar Is place del conducto redondo de 7'
I qua quite an at paso2 de Is seccf6n'PREPARANDO
EL EXTRACTOR." Para obtenerun major rent imiento,
alinee Is place del conducto redondo de 17.8 cm (7') I
.I con )a abertura redonda de 178 cm IT) de Is cam-
pana. Monte Is place del conducto a Is campana con
dos fornillos desde Is place del conducto y con dos
tomillos desde el tiro de 8.3 x 25A cm (3 1/.' x 10").
Instate un regulador de tiro redondo de T (se compra
For separado). La state del regulador Be dabs abrir
Iibremente an direcckin del flujo de Eire (en sentido
Lcontralto a Is campana de Is estufa).
- _ _ - _ - - _ _ - - - J
PREPARANDO LA UBICACION
DE LA INSTALACION
MONTE EL EXTRACTOR DEMANERA OUE LA PARTS
INFERIOR ESTE 18"-24" ENCIMA DE LA SUPERFICIE
DE LA COCINA. LA PARTE SUPERIOR DEL FRENTE
DEL EXTRACTOR DEBE DE ESTAR A RAS CON EL
!-HE I1= DEL ARMAZ6N DEL GABINETE.
SI LA DISTANCIA ENTRE LA PARED Y LA PARTS
FRONTAL DEL ARMAZ6N DEL GABINETE ES MAS
DE 12" HABRA UN ESPACIO ENTRE LA PARTE DE
ATRAS DEL EXTRACTOR Y LA PARED. ESTO ES
NORMAL
OMITA PASO 7 si at extractor Retard instalado debajo de LIFT
gabinete con Is parts inferior plane.
9. (Para instalaci6n an gabinetes ahuecados solamente)
Sujete una lira de madera a coda lado de Is parts
inferior ahuecada debajo del gabinete. (Use dos BRIEF
de madera de l' x 2' cortadas at largo necesado.) Si
el ahuecamiento as mds its 1' use liras Tres gruesas.
Sujete las liras con tomillos de 1-114" a una distancia
r1R mAR o mennR 3' dal aNramn. VAasa FIG. 7
INSTALLINGTHE
IIDUUCTWORK
TH— NOTE
ESEI INSTRUCTIONS WILL FOLLOW THE
PLANS MADE ON PAGE 2. START AT THE I
EXTERIOR AND RUN THE DUCT BACK TO
THE RANGE HOOD.
FOR BEST PERFORMANCE OFYOUR RANGE
HOOD, USETHE SHORTEST POSSIBLE DUCT
RUN AND MINIMUM NUMB ER OF ELBOWS.
NEVER VENT RANGE HOOD INTO AN ATTIC I
SPACE BECAUSE A BUILDUP OF GREASE
WILL BECOME A FIRE HAZARD.
USE ONLY METAL DUCTWORK (DO NOT USE I
PLASTIC DUCT). ASSEMBLE SECURELY SO
THAT IN CASE OF A GREASE FIRE ONTHE I
RANGE, THE FIRE WILL BE CONTAINED IN-
SIDE METAL DUCT WORK. I
IT IS A GOOD PRACTICETOTAPE ALL DUCT CONNECTIONS, MAKING THEM BOTH SE-
CURE AND AIR TIGHT. I
15. Follow appropriate directions below for type of
duct work you am installing:
WALL CAPS (FIG. 9) I
Use a sabersaw to cut a hole slightlylarger than duct I
so duct will line up easily with hood. Install casing
Islips on outside walls finished in siding. Assemble I
the duct work and tape all joints. Run duct work back
to hood. Fasten wall cap to last section of duct and
na11 or screw cap to wall. Seal all around flange an
Iwall cap with caulking compound. Make sure that
enough duct runs into the room so that the duct will
Ioverlap the damper/duct connector by 3/4' when I
the hood is installed.
ROOFCAPS
Cut hole in roof slightly larger than duct so duct will
line up easily with hood. Trim shingles around hole
so that they will fit snugly around hood of cap when
_ cap is installed. Assemble the duct work and tape
all joints. Run the duct work down to hood. Trim duct
?arallel to roof pitch, leaving 314' of duct projecting
1 above roof. Seal all around duct with roof cement.
Install roof cap, inserting back edge of cap under
shingles. Seal around cap with roof cement and seal I
all nail heads and shingles which Were cut or lifted.
Make sure that enough duct runs into the mom so
Ithatthe duct will overlap the damper/duct connector
by 3/4' when the hood is put into place.
L— — _ — — — — _ — _ — J
G. 8
3-114" x 10" DUCT
DUCTO DE 3.1/4"x 10"
INC
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DUCTO REDONDO DE 7"
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FIG. 9
WALL(AP
IAPADFFARED
P 'ARANDO LA UBICACION
DE LA INSTALACION (CONTA
10. Mida y marque to siguiente (FIG.7 8 8):
a) Abertura parr to linea electrica
b) AberWra para of tlucto
11. Pedore cuatro huecos pilolos en las esquinas ya mar -
codes de la aberium para of ducto come se muestra
y luego torte un abertum con un sermcho sable o un
serrucho para cerradura.
12. Usese una broca de 1-1/4' para pedorar una abertura
pam to conexi6n el6ctdca an to pared o gabinete.
13. Sostenga at extractor debajo de to parte Interior del
gabinete y trace las ranuras en forma de hueco de
cerradura en la parse interior del gabinete donde se
instalarlin las tiros de modern.
14. Atomille cuatro de los lornillos de madera de 7/8° para
montar el extractor en of Centro exacto de to parte
eslrecha de la ranuras an forma de cerradura qua se
mamaron debajo del gabinete. Permits que 3/8' de lode
tomillos queden aluem, para que luego pueda instalame
al extractor en su sifio.
INSTALANDO LOS
IDUCTOS I
NOTESE
I ESTAS INSTRUCCIONES SEGUIRAN LOS PLANES I
HECHOS EN LA PAGINA 2. COMIENCE EN LA I
PARTE EXTERIOR Y TRAIGA EL DUCTO HACIA
EL EXTRACTOR. I
PARA EL MEJOR RENDIMIENTO DE SU EXTRAC-
TOR, USE EL CAMINO MAS CORTO DE DUCTOY I
UN MINIMO DE CODOS. I
NUNCA DESCARGUE ELAIRE DEL EXTRACTOR
EN EL ESPACIO DE LA BUHARDILLA PORQUE
UNAACUMULACI6N DE GRASA PODRIACAUSAR
UN INCENDIO. I
USE SOLAMENTE DUCTOS DE METAL (NO USE I
DUCTOS DE PLASTICO). ENSAMBLELOS BIEN
DE MANERA QUEEN CASO DE CUE HUBIESE UN
INCENDIO CAUSADO POP GRASA, EL INCENDIO
SE QUEDARA CONTENIDO DENTRO DE LOS
DUCTOS DE METAL.
ES UNA BUENA PRACTICA EL PONER CINTA EN
TOGAS LAS CONEXIONES DEL DUCTO HACIE- I
NDOLOS NO SOLAMENTE SEGUROS SI NOTAM-
BIEN A PRUEBA DE ESCAPE DE AIRE.
15. Siga las directions apropiadas abate para at Pipe de I
ductoes que estA instalando:
CASQUETES DE PARED (FIG. 9)
Use una sierra sable para center un hueco Tigeramente
Imars grande que el diderwho del ducto de manera que of
ducto se alinee mars fAcilmente con el extractor. Instate
I liras de sostdn an las paredes exteriores que est6n I
acabadas con superficie exterior de madera, aluminio o
vinito. Ensemble lode ductos y ponga cinta en todas tars
unions. Tmiga lode ductos de afuera hacia at extractor.
Sujele of casquete de pared a to rilfima seccl6n de ducto
y clave at casquete a to pared. Selle alrededor tle Ia cola
Idel casquete con un compuesto pare rellenar.Aseg6rese
que hay suficiente ducto que entra a to cocina de manera
I que of duoto sobrepasani y entrarar dentro of conector
de regulador/ducto per to menos per 3/4' cuando estd
of ducto instalado.
CASQUETES DEL TECHO I
Corte un hueco an at lecho mars grande que of didmetro
I del ducto de moment que of ducto se alineard rods fdcil- I
mente con at extractor. Recorte at tejado (tabl➢las de
tejado) alrededor de hueco de manera que quepan apre- I
ladamente alrededor de casquete cuando Aste instalado.
Ensemble los ductos y ponga onto aislante en todas las
umones.Tralga at ducto hacia abajo, of extractor. Recorte
el ducto paralelo a )a inclinaci6n del techo, dejando 3/4' I
de ducto que se proyecte mars ardba de techo. Sella
la abertura alrededor de ducto con cemento de lecho.
Instate at casquete insertando of file de airms de to cola
del casquete debajo de las tablillas del tejado. Salle
alrededor del casquete con cemento de techo y sells
lodes )as cabezas de clavos y tablillas que fueron cor-
Itadas olevantadas I
Asegdrese que hays suficiente ducto que se proyecte
I dentro To cocina de manem que at ducto sobrepase atI
corrector de regulador/ducto per 3/4' cuando el extractor
estA en su site. I
INSTALLING THE RANGE'
HOOD
16. Bring electrical cable through access hole drilled
in wall or bottom of cabinet. Provide 6' We leads
and install proper connector fortype of cable being
used. Remove lock nut from connector and let pre-
pared cable project through cabinetor wall opening
so it is ready for installation Into range hood. (FIG.
10)
17. Position hood in place so that
a) Electrical line is routed through appropriate
knockout opening. This step will have to be ac-
complished while positioning hood. (FIG. 13)
b) Large part of keyhole mounting slots on hood
fit onto hood mounting screws pmjecUng from
bottom of cabinet. (FIG. 11)
c) Damper/duct connector slides into duct work
in wall or cabinet.
18. Adust hood so the frontof hood is flush with cabinet
front
19. Tighten the four hood mounting screws securely.
20.Install locknut on electrical connector and tighten
securely.
21. Make electrical connection using wire nuts to con-
nect white wire to white, black wire to black. Ground
hood to prepared hole using green ground screw
provided. (FIG. 12)
22. Replace wiring box cover and screw. Make
sure that all wiring is safely contained inside.
NOTE
For Ductiree installations Only:
Install both filters. Make sure that ductiree filter
(purchase separately) is next to fan assembly with
blue side next to blade. Aluminum filter should be
facing out.
USE AND CARE
SWITCHES
The fan and light are each controlled by a rocker switch.
The light switch has two positions, "ON' and'OFFIB
n switch has three positions-"HIGH;'LOW' and "OFF'
OFF -is the middle position.)
CLEANING
Finish Keep your range hood clean using a mild deter-
gent suitable for painted surfaces.
Aluminum Filters should be cleaned frequently with
a detergent solution to avoid grease build up. They are
also dishwasher safe.
FILTER REMOVAL
Filters on the F40000 series hood are removed by turn-
ing filter clip to the side and liking filter or filters out. In
ducted version, turn filter retaining clip to one side and
place aluminum filter underembossed retaining tabs on
back of fan housing.Tum filter clip so that the low end of
clip holds single filter finny in place. (FIG. 13)
In ducfte version, place both aluminum and ductiree
filter under tabs on back of fan housing. Turn filter re-
taining clip so that high end holds both filters firmly in
place. Make sure duct ree filter is next to fan assembly,
with blue side next to fan blade, and aluminum filter is
facing out.
NOTE: Make sure that snows on filter retaining clip point
toward back and front of hood.
LIGHT BULB REPLACEMENT
Light bulb (not supplied with hood) should be.75 wens
maximum. The lens covering bulb is removed by press-
ing the two extending tabs together unfit they release
from the retaining slots. (FIG. 14)
FAN ASSEMBLY REMOVAL
Be sore power is dsconnected. Remove filters. Re-
move the two screws holding the motor bracket to the
range hood and unplug the fan assembly. Be careful
not to allow fan assembly to drop when the screws are
removed. (FIG. 15).
,FIG. 10 --_
,a
nONNECTOR
Co`ECTCR
I
FIG. 11
ELECTRICAL LINE
LINER ELECmICA
i
I
M I
t
y,l
FIG. 12
BLACx RISES
�ALPMBRES NEOftUs
ICOEty
7IR
PARR llmR4
l"MWIRES111¢¢¢1BARE
I{COS
ORNAMapESB
ERM
RE OEGNUDUU
wft°E! - BORDEN NG BRACNR
TUmG NIR
BLAME TAR AETI �CONEG
ENFORMADE
ESTRELLA
FIG. 13
RUM RETAINING CLIP
— GRAMPARETEraORA
DR RETRO
I.
�l
ALUMINUMFILTER
NUN DODR) FILTERSUMO SEWRATRY) FMTXDOEMUMINIO
MMO ONE NO REGOME DUCTO
rymDIDDSEPNWDAMEWE)
FIG. 14
LICK LENS
WINDS DUE CURSE EL
BOMB] LO
SUCRR`
BoomLlA .{
le -
... at
FIG. 15
s
aanrs A
1DRNRL05
�;, _
fALANDO EL EXTRACTOR
16.Pase el cableado electrico a travas del hueco de
acceso pedorado an to pared o to parts interior del
gabinete. Suministre alambres de per to mends 6" e
instale at conector apropiado para at ifpo de cable quo
estA usAndose. Quite la tuerce de traba del conector y
deje qua at cable preparado se proyecte a traves del
gabinete o abertura de pared de manem qua este listo
para instalame clentro del extractor. (FIG. 10)
17. Posictone at extractor an su sito de manem qua:
a) La tins electdca Paso a traves de Is abertura de
quitar golpeando. Este Paso Be puede conseguir
mientras se posiciona at extractor. (FIG. 13)
b) La parts mAs grande de las ranuras an forma de
hueco de cerradura an at extractor caben sobre
los tomillas montantes qua estan proyecti ndose
de to parts Inferior del gabinete. (FIG. 11)
c) El conector Pam at mgulador/ducto Be desliza sobre
Ibs ductos an Is pared o gabinete.
18.Ajuste at extractor tle manes qua la parts frontal del
extractor said a ras con to parte fromal del gabinete.
19.Ajuste ION cuatro tornillos para madera apretAndolos
firmemente.
20.lnstale una tuema its traba al conector eketrico y
apdetelo.
21. Haga la conexidn electdca usando tuercas de alambre
Pam conectar at alambre Nano a blanco, negro a negro.
Conecle Of extractor a Dena a troves del hueco preparedo,
Lando at tomiflo verde suministrado. (FIG. 12)
22. Ponga la tape de la raja del cableado y atomillela.
Asegdrese qua todo at cableado este dentro de la raja.
NOTA
Pam instalacidn sin ducto solamente:
Instate ambos lines. Angdrese-qua at filtro (compm
separado) qua no necesita ducto este mas carte del
emsamblaje del ventilador con at lade azul hacia In as -
pas. El fiho de aluminio debe de esmran la parts exterior.
USO Y MANTENIMIENTO
LOS INTERRUPTORES
El abanico y el taco III controlados individualmente
Per un interruptor balancfn. El interrupter del foco tiene dos
posiciones, ENCENDIDO ("ON") y APAGADO ("OFF). El
intermptor del abanico liens tres posiciones-ALTA ('HIGH"),
BAJA ("LOW) y APAGADO ('OFF"). (El interrupter para
APAGADO estA an la posicidn de an medio.)
LIMPIEZ A
Acabado. Mantenga at extractorlimpio usando un detergente
suave apropiado para superficies pintadas.
Filtros aluminlo. Deberfan limpiarse frecuenlemente an
una solucidn de detergente para eviler la acumulacidn tle
grew. Estes pueden ser ]evades an Is lavadora tle platos.
OUITANDO EL FILTRO
Los filtros an los extractores de to Bede F40000 se saran
moviendo to grampa del filtro a un ]ado y levantando at filtro
o los filtros hacia of lem. En la versidn con ductos, tle )a
vuelta a Is grampa retentom del filtro a un lado y ponga at
filtro de aluminlo debajo de In unas resalladas retentoras
an to pane de Birds de basfidor del ventilador o abanico. De
to vuelta a la grampa del filtro de manem qua el extremo
de abajo de la grampa, sostiene un solo filtro firmemente
an so sitio. (FIG. 13)
En Is versidn qua no requiere ducto ponga ambos, at filtro de
aluminlo y at filtro qua no requiere ducto ba)o In grampas an
to parle de atrds del bastidordel ventilador. Delavueltaalos
sostenes retentores Cie madera qua at extreme alto sostiene
ambcsfihros firmemente an su sitio. Aseg6rese qua at filtro
qua no requiere ducto estid mAs came at ensamblaje del
ventilador, con at lado azul a facto de In aspen del ventilador,
y el filtro de aluminio quede hacia atuera.
NOTESE: Asegdrese qua las fiechas an el Punic donde se
pone las grampa retentoras apunten hacia a1rds, a he pane
frontal del extractor.
REEMPLAZO DEL BOMBILLO DE LUZ
El bomNfio tle luz (qua no viene con at extractor) debeda de ser
I un mdximo de 75 vatics. El vicrio lente qua cubre at bomGllo
se quit pelfi7cado los dos sostene s qua se extender, hasta qua
se salen do sus mum retentores. (FIG. 14)
COMO OUITAR EL ENSAMBLAJE DEL VENNLADOR
Asegdrese qua la polencta electrcca sate desconectada.
Quite los filtros.Quite los dos tomillos que sostienen at sosten
del motor at extractor y desenchufe at ensamblaje de venti-
lador. Tanga cuidado qua no permiia qua el ensamblaje del
ventilador as taiga cuando Be quiten los tornillos. (FIG. 15)
HOW TO AVOID A COMMON RANGE -TOP
GREASE FIRE
• Your range hood provides a protective barrier
between the cooking surface and the cabinets.
• Keep fan, filters and grease laden surfaces
CLEAN according to Instructions.
• Always turn hood ON when cooking at high heat
to keep the cooking area and the hood cooler.
• Use high heat settings only when necessary.
• Never leave cooking surface unattended. Boil -
over causes smoking and greasy spillovem that
may ignite.
• Always use adequate -sized utensils.
• If preparing flaming foods, such as Cherries
Jubilee, always turn hood ON to HIGH to prevent
a high heat situation which can cause damage
or fire.
HOW TO EXTINGUISH A COMMON RANGE -TOP
GREASE FIRE
• Never pick up a flaming pan. If dropped, flames
can spread quickly.
• DO NOT USE WATERI A violent steam explo-
sion may result. Wet dishcloths or towels are also
dangerous.
• Smother Flames with a close fining lid, cookie
sheet or metal tray.
• Flaming grease can also be extinguished with
baking soda or a multi -purpose dry chemical
extinguisher.
• Turn off surface units - if you can do so without
getting burned.
BD6a58-1711
1) EVITAR DUE OCURRA UN INCENDIO DEBIDO
n W GRASA DUE SE ACUMULA EN UN EXTRAC-
TORCOMUN
• Su extractor proporciona una banere protectors entm
to superficie pare cocinar y los gabinetes.
• Mantenga el abanico, lc*; filtros y las superfides donde
se acumula Is grace LIMPIAS conforme a ]as instruc-
ciones.
• ENCIENDA siempre at extractor cuantlo es16 cccF
nando a fuego alto pare mantener at area paracocinar
y at extractor limpios.
• Utilice las homilies de fuego alto solamente cuantlo
sea necessrio.
• No deje las hornillas de la astute sin alenc16n
cuando est6 cocinando. El vapor a el aceite
qua salpique puede ocasionar un incendio
o acumulaci6n de humo.
• Siempre ufilice Ios utensilios del tamano adecuado.
• Si acid preparando alimentos flameados, Como las
Cerezas a Is Jubilee, ENCIENDA siempre at ex-
Imctor an ALTO parr evitar que of calor pueda causer
algun dano o un incendio.
COMO EXTINGUIR UN INCENDIO EN UN EXTRAC-
TORCOMUN
• No ]events nunca una sart6n qua est6 an llamas.
Si se Is cae, las llamas se pueden extender rapi-
damente.
• !NO UTILICE AGUA PARA APAGARLOI Puede oca-
sionar una explosi6n de vapor. Las toallas de cocina
mojadas tambi6n son peligrosas.
• Ahogue las llamas con una tapa ajustada o una
chorale.
• Las llamas provocadas por to graze tambi6n se
pueden apagar con bicarbonato de sodio o un extin-
guidor qufmico.
• Apague ]as homi]las -si puede hacerio sin quemarse.
mvo alum
Mu oIrOs dum c%
awmTroanrom 8*558d711
SERVICE PARTS
F TES DE SERVICIO
SERIE F40000 CAMPANA EXTRACTORA
17 18
16Replacementparts 19 Las piezas de repuestoscan be ordered on our se pueden pedir enwww.6roan.com ' - DN-
www.Broan.com
11 N
1
2
10
KEY NO.
NO.CODIGO
PART NO.
NO. PIEZ
DESCRIPTION
DESCRIPCION
1
98006621
Outlet Box Cover _
Cubierta de to caja de la tome, de comente
2
99170245
#8 x 3/8 Sheet Metal Screw'
Tornillos de metal para lamina #8 x 3/8'
3
99270987
Bulb Holder with Wires
Contenedor del bulbo con cableado
4
99110437
Light Lens
Cubierta pmlectom del loco
5
97011217
Screw/Nut Kit (Includes 2 - #10-16 x .500 screws and
Paquele de tomillos/luercas (incluye 2 lornillos
2 - #10-16 sheet metal nuts)
#10-16 x 0.500 y 2 tuercas de metal de 13mina#10-16)
6
99020272
Fan Blade
Navajos del abanico
7
99260428
#6-32 Locking Nuts' (2 Required)
Tuercas #6-32' (se necesitan 2)
8
98005568
Motor Mounting Bracket
Soporle de montura del motor
9
97012248
Motor Assembly (Includes Key Nos. 6, 7, and 8)
Conjunto del motor (incluye piezas 6.7. y 8)
10
97006931
Aluminum Filter
Ritro de aluminio
97007696
Non -Ducted Filter (purchase separately)
Fitro que no requiere ducto (vendido separadamente)
11
99420472
Filter Retainer
Contenedor del liltro
12
99150415
#8B x 1/4 Hex Head Sheet Metal Screws' (2 Req.)
Tornillos de metal de cabeza hexagonal 48B x 1/4' (se necesitan 2)
13
98005221
Damper Flap
Pmteccidn del regulador
14
99100379
Damper Bushing
Forro de metal del regulador
15
97005544
Damper Assembly (Includes Key Nos. 13 and 14)
Ensamblado del regulador (incluye piezas 13 y 14)
16
97010709
Nameplate (Black)
Rdtulo (Negro)
99090881
Nameplate (White)
Rdtulo (Blanca)
99091077
Nameplate (Biscuit)
Rdtulo (Beige)
17
97016970
2-Speed Motor Snitch (Black) (Includes Key No. 18)
Interruptor del motor de 2 velocidades (Negro) (incluye plaza 18)
97016971
2-Speed Motor Switch (White) (Includes Key No. 18)
Interruptor del motor de 2 velocidades (Blanca) (incluye pieza 18)
97016973
2-Speed Motor Switch (Biscuit) (Includes Key No. 18)
Interruptor del motor de 2 velocidades (Beige) (incluye pieza 18)
18
97016970
Light Switch (Black) (Includes Key No. 17)
Interruptor del toco (Negro) (incluye plaza 17)
97016971
tight Switch (White) (Includes Key No. 17)
Interruptor del toco (Blanca) (incluye plaza 17)
97016973
Light Switch (Biscuit) (Includes Key No. 17)
Interruptor del Loco (Beige) (incluye pieza 17)
19
97005678
Motor Receptacle with Wires
Reciplente del motor con cableado
20
99091022
Louver Cover (Black)
Tape de to rejillas (Negro)
99091020
Louver Cover (White)
Tape de la rejillas (Blanca)
99091021
Louver Cover (Almond)
Tape de to rejillas (Almendra)
99091027
Louver Cover (Biscuit)
Tapa de to rejillas (Beige)
21
R680508
T Round Duct Plate
Placa para cobducto redondo de 7"
rder service parts by"PART NOf— NOT by'KEY NO'
Standard Hardware. May be purchased locally.
Encargue piezas de servicio por °NO. PIEZ.4 — NO por °NO CODIGO"
Piezas estandar. Se pueden comprar localmenle.
7
Sedoaa 7 24 19
Edwar&s Laming
SEDONA
Address S1 y3 31 3 ✓J 1 6 ctTFi+1 L Gi2GLL
Permit number 18 0 5 - O 3 (Q
lLcnP-tleu shA L awir�qytew —7ru5s
Page I of I
T- ! q
0,11 iF iiiira' a
JUL 25 20118
Permitting Department-
St. Lucie County, Ft
Fort Pierce Utilities Authority
206 S 6th Street
Fort Pierce, FL 34950
On Behalf of:
EDWARDS LANDING, LLC
2324 CONGRESS AVE STE 2E
WEST PALM BEACH FL 33406-7668
USA
Receipt Number:
Receipt Date:
Customer ID:
Location ID:
Re Service Address:
� E0 5- or3,�
PYMT00005555603.
10/18/2017
250040
10007193
2503 EDWARDS RD PVT LIFT STA
FORT PIERCE FL 34981
USA
Total Amount Received by Check $5,000.00
Fort Pierce Utilities Authority
206 S Gth Street
Fort Pierce, FL 34950
On Behalf of:
EDWARDS LANDING, LLC
2324 CONGRESS AVE STE 29
WEST PALM BEACH FL 33406-7668
USA
Receipt Number:
Receipt Date:
Customer ID:
Location ID:
Re Service Address:
PYMT00005555602
10/18/2017
250040
10007193
2503 EDWARDS RD PVT LIFT STA
FORT PIERCE FL 34981
USA
Total Amount Received by Check $215,906.55
PRO -DUCT
SERVICES
BLOWERDOOR & DUCTLEAKAGETESTING
TESTING -ADJUSTING -BALANCING
RECEIVED
OCT 0 4 2019
ST. Lucie County, Permitting
TESTING, ADJUSTING & BALANCING REPORT
for
STAN WEEKS & ASSOCIATES
EDWARM LANDING
— BUILDING 19-
3199, 32of, 3203, 32m, 32o7, 3209 Morning Dew Lone
Form Pierce, FL 34982
October 1, 2019
+++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES +t+
dry
Pro -Duct Services, 1915 Rio Vista R4 Fort Pierce, FL 34949
772.528.2076 pro-ductservicesfJ@gmaii.com
PRO-OUCT
SERVICES
BLOWERBOOR&BUCTLEAKAOETESTING
TESTING -ADJUSTING -BALANCING
TEST & BALANCE INSTRUMENTS
Evergreen Telemetry Capture Hood 15D:
Range: 100-2500 CFM
Accuracy: +/- 3%
Calibration: May 17, 2019
Evergreen Telemetry Capture Hood 8D-14:
Range: 15-200 CFM
Accuracy: +/- 3%
Calibration: May 29, 2019
Evergreen Pressure/Velocity/Flow Sensing Module —Model S-PVF-1:
Range: 1-2, 14-32 inches HG, 32` - 158° F
Accuracy: +/- 3%
Calibration: June 5, 2019
Evergreen Wrist Reporter WR-401
Pro -Dud Services Technician: Michael Faurot
Certified NCI Contractor/Supervisor/Technician
NCI Commercial Certification ID: 19-229-03
— Equipment re -calibration is performed as required by testing guidelines. —
Pro -Duct Services, 1915 Rio Vista At Fort Pierce, FL 34949
772.528.2076 pro-ductservicesJl@gmail.com
MICHAEL FAUROT
Has successfully completed the required training and passed
the written exam by the
N8bal Coidurt k8filllte, In,
to perform HVAC commercial system balancing up to 20 tons
according to NO practical standards and procedures.
Certified Since
May 9, 2019
r�
as administered and recognized by
rmnmw9ASVa w
In` J Rob Falke, President
Pro -Duct Services, 1915 Rio Vista Rd _Fort Pierce, FL 34949
772.528.2076 pro-ductservicesjl@gmail.com
"�omv4k
PRO -DUCT
SERVICES
BLOWERDOOR& DUCTLEAKAOETESTINO
TESTING -ADJUSTING -BALANCING
AIR OUTLET CHARACTERIZATION
for
STAN WEEKS & ASSOCIATES
Edwards Landing —BUILDING 19
3199 Morning Dew Lane, Fort Pierce, FL 34982
Desaiption
Outlet
Number
Type
fine
Design
CFM
Pre Test
CFM
FINAL
CFM
Entrance
1
CD
8 x 4
30
34
34
Kitchen/Living Rm
2
CD
10 x 30
160
200
183
Bathroom
3
CD
8 x 4
15
23
25
Bedroom 1
4
CD
12 x 8
180
187
185
Bedroom 2 Vent 1
5
CD
10 x 30
125
81
114
Bedroom 2 Vent 2
6
CD
30 x 10
125
80
119
TOTAL
635
660
FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan
Mechanical components working as designed and match plan
COMMENTS requirements.
+++ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES i i i
Pro -Duct Services, 1915 Rio Vista R4 Fort Pierce, FL 34949
772.528.2076 pro-ductservices/1@gmaii.com
n
PRO -DUCT
SERVICES
BLOWERDOOR&DUCTLEAKAOETESTINO
TESTING -ADJUSTING -BALANCING
AIR OUTLET CHARACTERIZATION
for
STAN WEEKS & ASSOCIATES
Edwards Landing —BUILDING 19
3201 Morning Dew Lane, Fort Pierce, FL 34982
Description
Outlet
Number
Type
Size
Design
CFM
Pro Test
CFM
FINAL
CFM
Entrance
1
CD
8 x 4
30
34
34
Kitchen/Living Rm
2
CD
10 x 10
160
170
164
Bathroom
3
CD
8 x 4
15
29
25
Bedroom 1
4
CD
12 x 8
180
165
172
Bedroom 2 Vent 1
5
CD
10 x 10
125
91
109
Bedroom 2 Vent 2
6
CD
30 x 10
125
82
112
TOTAL
635
616
FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan
Mechanical components working as designed and match plan
COMMENTS requirements.
+++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES..
Pro -Duct Services, 1915 Rio Vista Rd, Fart Pierce, FL 34949
772.528.2076 pro-ductservicesfl@,gmail.com
",0_51v4k
PRO -DUCT
SERVICES
BLOWERDOOR&DUCTLEAKAGETESTING
TESTING -ADJUSTING -BALANCING
AIR OUTLET CHARACTERIZATION
for
STAN WEEKS & ASSOCIATES
Edwards Landing —BUILDING 19
3203 Morning Dew Lane, Fort Pierce, FL 34982
Description
Outlet
Number
Type
flee
Design
CFM
Pre Test
CFM
FINAL
CFM
Entrance
1
CD
8 x 4
30
48
39
Kitchen/Living Rm
2
CD
10 x 10
160
209
269
Bathroom
3
CD
8 x 4
i5
27
27
Bedroom 1
4
CD
12 x 8
180
164
176
Bedroom 2 Vent 1
5
CD
10 x 10
125
105
112
Bedroom 2 Vent 2
6
CD
10 x 10
125
111
121
TOTAL
635
644
FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan
Mechanical components working as designed and match plan
COMMENTS requirements.
+++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES..
Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949
772.528.2076 pro-ductservicesJl@gmail.com
PRO -DUCT
SERVICES
BLOWERDOOR&DUCTLEAKAGETESTING
TESTING -ADJUSTING -BALANCING
AIR OUTLET CHARACTERIZATION
for
STAN WEEKS & ASSOCIATES
Edwards Landing —BUILDING 19
3205 Morning Dew Lane, Fort Pierce, FL 34982
Description
Outlet
Number
Type
size
Design
CFM
Pre Test
CFM
FINAL
CFM
Entrance
i
CD
8 x 4
30
42
33
Kitchen/Living Rm
2
CD
30 x 10
160
154
159
Bathroom
3
CD
8 x 4
i5
32
25
Bedroom 1
4
CD
12 x 8
180
179
179
Bedroom 2 Vent 1
5
CD
30 x 10
125
97
106
Bedroom 2 Vent 2
6
CD
10 x 10
125
104
119
TOTAL
635
621
FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan
Mechanical components working as designed and match plan
COMMENTS requirements.
+++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES+++
Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949
772.528.2076 pro-ductservicesJl@gmail.com
PRO -DUCT
SERVICES
BLOWERDOOR&DUCTLEAKAGETESTING
TESTING -ADJUSTING -BALANCING
AIR OUTLET CHARACTERIZATION
for
STAN WEEKS & ASSOCIATES
Edwards Landing —BUILDING 19
3207 Morning Dew Lane, Fort Pierce, FL 34982
Description
Outlet
Number
Type
Ske
Deslpn
CFM
Pre Test
CFM
FINAL
CFM
Entrance
1
CD
8 x 4
30
43
43
Kitchen/Living Rm
2
CD
10 x 10
160
194
178
Bathroom
3
CD
8 x 4
15
34
28
Bedroom 1
4
CD
12 x 8
180
174
174
Bedroom 2 Vent i
s
CD
30 x 30
125
97
119
Bedroom 2 Vent 2
6
CD
30 x 30
125
105
121
TOTAL
635
663
FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan
Mechanical components working as designed and match plan
COMMENTS requirements.
+++ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES...
Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949
772.528.2076 pro-ductservices,J1@gmail.com
"�4_ws4k
PRO -DUCT
SERVICES
BLOWERDOOR&DUCTLEAKAOETESTINO
TESTING -ADJUSTING -BALANCING
AIR OUTLET CHARACTERIZATION
for
STAN WEEKS & ASSOCIATES
Edwards Landing —BUILDING 19
3209 Morning Dew Lane, Fort Pierce, FL 34982
Description
Outlet
Number
Type
slice
Design
CFM
Pre Test
CFM
FINAL
CFM
Entrance
1
CD
8 x 4
30
32
32
Kitchen/Living Rm
2
CD
10 x 10
160
172
161
Bathroom
3
CD
8 x 4
15
37
28
Bedroom 1
4
CD
12 x 8
180
181
181
Bedroom 2 Vent 1
5
CD
10 x 10
125
97
112
Bedroom 2 Vent 2
6
CD
10 x 10
1 125
1 105
113
TOTAL
635
627
FAN DATA Panasonic Whispergreen Model FV-05-11USK1 Vent Fan
Mechanical components working as designed and match plan
COMMENTS requirements.
+++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES...
Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949
772.528.2076 pro-ductservicesjl@gmail.com
PRO-DUCT
SERVICES
BLOWERDOOR&DUCTLEAKAGETESTING
TESTING -ADJUSTING -BALANCING
TESTING, ADJUSTING, & BALANCING WARRANTY
for
Jtan Weeks & Associates
Edwards Landing —BUILDING 19
All Testing, Adjusting, & Balancing performed on this project by Pro -Duct Services is under
warranty for a period of One Year from the date of completion of the Test & Balance, unless
otherwise noted. Warranty will be considered null and void if another TAB company is
brought in to evaluate the project without notifying Pro -Duct Services to be present at the
time of the additional testing.
Date of TAB Testing: 9/30/2019 Warranty Expiration Date- 10/31/2020
Pro -Duct Services Authorized Signature:
Pro -Dud Services Technician:
Michael Faurot
Certified NCI Contractor/Supervisor/Technician
NCI Commercial Certification ID: 19-229-03
BPI Certification ID:
5059122
+++ ALL BALANCING WORK PERFORMED IN ACCORDANCE WITH NCI STANDARDS AND PROCEDURES i r+
Pro -Duct Services, 1915 Rio Vista Ro4 Fort Pierce, FL 34949
772.528.2076 pro-ductservicesfl@gmaii.com
PROmOUCT
SERVICES
BLOWERDOOR& DUCT LEAKAGE TESTING
TESTI N G-ADJ U ST I N G- BALAN C I N G
Pro -Duct Services, 1915 Rio Vista Rd, Fort Pierce, FL 34949
772.528.2076 pro-ductservicesJl@gmaii.com
SUBSURFACE SOIL EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION
SEDONA RESIDENTIAL DEVELOPMENT- PHASE 1
3143-3153 NIGHTFALL CIRCLE (BUILDING T-19)
ST. LUCIE COUNTY, FLORIDA
AACE FILE No.17-249
N
G C)
2
O
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
834 SW Swan Avenue
Port St. Lucie, Florida 34983
Ph:772-807-9191 Fx:772-807-9192
www.aaceinc.com
TABLE OF CONTENTS
SUBSURFACE SOIL EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION
SEDONA RESIDENTIAL DEVELOPMENT- PHASE 1
3143-3153 NIGHTFALL CIRCLE (BUILDING T-19)
ST. LUCIE COUNTY, FLORIDA
AACE FILE No.17-249
PAGE #1
1.0 INTRODUCTION............................................................... 1
2.O SITE INFORMATION AND PROJECT UNDERSTANDING ..................................... 1
3.0 FIELD EXPLORATION PROGRAM...................................................2
4.0 OBSERVED SUBSURFACE CONDITIONS ............................................... 2
4.1 General Soil Conditions.............................................2
4.2 Measured Groundwater level......................................3
5.0 LIMITED LABORATORY TESTING PROGRAM ........................................... 3
6.0 GEOTECHNICAL ENGINEERING EVALUATION ........................................... 3
6.1 General..........................................................3
6.2 Site Preparation Recommendations .................................. 3
6.3 Foundation and Slab Design ........................................ 4
7.0 QUALITY ASSURANCE........................................................... 5
8.0 CLOSURE....................................................................5
• Sheet No. 1 • Site Vicinity Maps
• Sheet No. 2 • Boring Location Plan and Soil Boring Profiles
• Appendix I • USDA Soil Survey Information
• Appendix 11 • General Notes (Soil Borings, Sampling and Testing Methods)
• Appendix II • AACE Project Limitations and Conditions
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
W W W.AACEINC.COM
ANDERSEN ANDRE CONSULTING ENGINEERS, INC. RACE File No. 17-249
Geotechnical Engineering June 1, 2018
Construction Materials Testing
Environmental Consulting
Edwards Landing, LLC
2324 South Congress Avenue, Suite 2E
West Palm Beach, FL 33406
Attention: Mr. Gregg Wexler
SUBSURFACE SOIL EXPLORATION AND
GEOTECHNICAL ENGINEERING EVALUATION
SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
3143-3153 NIGHTFALL CIRCLE (BUILDING T-19)
ST. LUCIE COUNTY, FLORIDA
1.0 INTRODucrioN
In accordance with your authorization, Andersen Andre Consulting Engineers, Inc. (AACE) has
completed a subsurface exploration and geotechnical engineering analyses for the above
referenced project. The purpose of performing this exploration was to explore shallow soil types
and groundwater levels as they relate to the proposed single -story residential building
construction, and restrictions which these soil and groundwater conditions may place on the
proposed site development. Our work included Standard Penetration Test (SPT) borings, solid -
stem auger borings, limited laboratory testing, and engineering analysis. This report documents
our explorations and tests, presents our findings, and summarizes our conclusions and
recommendations.
2.0 SITE INFORMATION AND PROJECT UNDERSTANDING
The Sedona Phase 1 project covers approximately 10 acres of land within an approximately 35-acre
parent tract located on the southwest corner of Edwards Road and 25`h Street (St. James Drive) in
St. Lucie County, Florida (within Section 29, Township 35 South, Range 40 East). The location of the
subject site (i.e. the 10-acre Phase 1 portion) is graphically depicted on the Site Vicinity Map (2016
aerial photograph) as well as on a reproduction of the 1983 USGS Quadrangle Map of "Fort Pierce,
Florida", both presented on Sheet No. 1. The USGS Quadrangle Map depicts the subject property
as being relatively level with an average surface elevation of about 10 feet relative to the National
Geodetic Vertical Datum of 1929.
The infrastructure installation for the Phase 1 site is currently on -going and the proposed T-19
building site is roughly outlined and slightly elevated when compared to the surrounding grades.
Accordingtothe USDA NRCS WebSoil Survey, the predominant surficial soil typewithinthe subject
site is the Winder loamy sand (Map Unit ID 55). This soil type is noted to consist of sandy and
loamy marine deposits found on flats within historic marine terraces. The approximate location of
the subject site is shown superimposed on an aerial photograph on Sheet No. 1, alongwith a more
specific description of the soil type. Further, the USDAWeb Soil Survey summary report is included
in Appendix I.
834 Swan Avenue, Part St. Lucie, Florida 34983 Ph: 772-807-9191 Fx: 772-807-9192 www.aaceinc.com
SEDONA RESIDENTIAL DEVELOPMENT- PHASE 1 Page -2-
3143-3153 NIGHTFALL CIRCLE (BUILDING T-19)
AACE FILE No.17-249
Based on our conversations and on our cursory review of the project civil engineering plans
(prepared by Culpepper & Terpening, Inc), we understand that Phase I of the Sedona project
consists of constructing thirteen (13) single -story, multi -unit residential dwellings and a
clubhouse/swimming pool complex. Additional project features include roadway construction, as
well as drainage and utility improvements.
Based on your request and after briefly discussing the project with your architect, we understand
that at this point in time it is desired to only have a subsurface exploration and geotechnical
engineering evaluation performed for the T-19 building site. We have not been provided with any
specific structural or architectural information relative to this single -story multi -unit structure.
However, we expect that it will be constructed with load -bearing masonry walls and possibly
isolated columns. For construction of this type we expected maximum wall loads of 1-2 kips per
lineal foot and maximum column loads (if any) of 100 kips. Following our site visit, we expect that
1-2 feet of fill will be placed across the site to raise the general building grades.
3.0 FIELD ExPLORATION PROGRAM
To explore subsurface conditions atthe T-19 building site, one (1) Standard Penetration Test (SPT)
boring (ASTM D1586) and two (2) solid -stem auger borings were completed to depths of 10-15 feet
below the existing grades. This work was completed on May 29, 2018. The field work locations
shown on Sheet No. 2 were determined in the field by our field crew using the provided site plan,
and tape/wheel measurements and the roughlyoutlined building pads as reference. The locations
should be considered accurate only to the degree implied by the method of measurement used.
We preliminarily' anticipate that the actual locations are within 15 feet of those shown on Sheet
No. 2.
Summaries ofAACE's field procedures are included in Appendix II and the individual boring profiles
are presented on the attached Sheet No. 2. Samples obtained during performance of the borings
were visually classified in the field, and representative portions of the samples were transported
to our laboratory in sealed sample jars for further classification. The soil samples recovered from
our explorations will be kept in our laboratory for 60 days, then discarded unless you specifically
request otherwise.
4.0OBSERVED SUBSURFACE CONDITIONS
4.1 General Soil Conditions
Detailed subsurface conditions are illustrated on the soil boring profiles presented on Sheet No.
2. The stratification of the boring profiles represents our interpretation of the field boring logs and
the resultsof laboratory examinations of the recovered samples. The stratification lines represent
the approximate boundary between soil types. The actual transitions may be more gradual than
implied.
In general, at the locations and depths explored, our borings encountered loose to moderately
dense fine sands (SP), slightly clayey fine sands (SP-SC), and clayey fine sands (SC) to depths of
about 13 feet, followed by very soft clay (CL) reaching the termination depth of our deepest boring.
The above soil profile is outlined in general terms only; please refer to Sheet No. 2 for individual
soil profile details.
SEDONA RESIDENTIAL DEVELOPMENT - PHASE 1
3143-3153 NIGHTFALL CIRCLE (BUILDING T-19)
AACE FILE No.17-249
4.2 Measured Groundwater Level
Page -3-
The groundwater table depth as encountered in the borings duringthe field investigations is shown
adjacent to the soil profiles on the attached Sheet No. 2. As can be seen, the groundwater table
was generally encountered at depth of about 5.0 feet to about 6.0 feet below the existing ground
surface, with this range likely attributed to similar, localized elevation variations across the building
pad. Overall, fluctuations in groundwater levels should be anticipated throughout the year
primarily due to seasonal variations in rainfall and other factors that may vary from the time the
borings were conducted.
5.0 LIMITED LABORATORY TESTING PROGRAM
Our drillers observed the soil recovered from the SPT sampler and augers, placed the recovered
soil samples in moisture proof containers, and maintained a logfor each boring. The recovered soil
samples, along with the field boring logs, were transported to our Port St. Lucie soils laboratory
where they were visually examined by AACE's project engineer to determine their engineering
classification. The visual classification of the samples was performed in accordance with the
Unified Soil Classification System, USCS.
6.0 GEOTECHNICAL ENGINEERING EVALUATION
6.1 General
Based on the findings of our site exploration, our evaluation of subsurface conditions, and
judgment based on our experience with similar projects, we conclude that the soils underlying this
site are generally satisfactory to support the proposed single -story residential building on
conventional spread foundations ora thickened -edge (monolithic) slab. Regardless, in our opinion,
the bearing capacity of the loose near -surface soils should be improved in order to reduce the risk
of unsatisfactory foundation performance. The general soil improvement we recommend includes
proofrolling the building with a heavy vibratory roller.
Following are specific recommendations for site preparation procedures and foundation design for
the project.
6.2 Site Preparation Recommendations
The existing T-19 building pad should be leveled and compacted with a heavy vibratory roller; any
soft, yielding soils detected should be excavated and replaced with clean, compacted backfill that
conforms with the recommendations below. Sufficient passes should be made during the
proofrolling operations to produce dry densities not less than 98 percent of the modified Proctor
(ASTM D1557) maximum dry density of the compacted material to depths of 2 feet below the
compacted surface, or 2 feet below the bottom of footings, whichever is lower. In any case, the
building pad should receive not less than 10 overlapping passes, half of them in each of two
perpendicular directions.
After the existing pad surfaces have been compacted and tested to verify that the desired dry
density has been obtained, the building area may be filled to the desired grades. All fill material
should conform to the recommendations below. It should be placed in uniform layers not
exceeding 12 inches in loose thickness. Each layer should be compacted to a dry density not less
than 98 percent of its modified Proctor (ASTM D1557) maximum value.
SEDONA RESIDENTIAL DEVELOPMENT -PHASE 1 Page 4-
3143-3153 NIGHTFALL CIRCLE (BUILDING T-19)
RACE FILE No. 17-249
After completion of the general site preparations discussed above, the bottom of foundation
excavations dug through the compacted natural ground, fill or backfill, should be compacted so as
to densify soils loosened during or after the excavation process, or washed or sloughed into the
excavation priorto the placement of forms. A vibratory, walk -behind plate compactor can be used
for this final densification immediately priorto the placement of reinforcing steel, with previously
described density requirements to be maintained below the foundation level.
Following removal of foundation forms, backfill around foundations should be placed in lifts six
inches or less in thickness, with each lift individually compacted with a plate tamper. The backfill
should be compacted to a dry density of at least 95 percent of the modified Proctor (ASTM D-1557)
maximum dry density.
All fill material under the buildings should consist of clean sands free of organics and other
deleterious materials. The fill material should have not more than 12 percent by dry weight
passing the U.S. No. 200 sieve, and no particle larger than 3 inches in diameter. Backfill behind
walls, if any, should be particularly pervious, with not more than 4 percent by dry weight passing
the U.S. #200 sieve.
6.3 Foundation and Slab Design
After the foundation soils have been prepared as recommended above, the site should be suitable
for supporting the proposed single -story residential building construction on conventional shallow
foundations or a thickened -edge (monolithic) slab proportioned for an allowable bearing stress of
1,500 pounds per square foot [psf], or less. To provide an adequate factor of safety against a
shearing failure in the subsoils, all continuous foundations should be at least 18 inches wide, and
all individual column footings should have a minimum width of 36 inches. Exterior foundations
should bear at least 18 inches below adjacent outside final grades.
Based upon the boring information and the assumed loading conditions, we estimate that the
recommended allowablebearing stress will provide a minimum factor of safety in excess of two
against bearing capacity failure. With the site prepared and the foundations designed and
constructed as recommended, we anticipatetotal settlements of one inch or less, and differential
settlement between adjacent similarly loaded footings of lessthan one -quarter of an inch. Because
of the granular nature of the subsurface soils, the majority of the settlements should occur during
construction; post -construction settlement should be minimal.
We recommend that,representatives of AACE inspect all footing excavations in order to verify that
footing bearing conditions are consistent with expectations. Foundation concrete should not be
cast over a foundation surface containing topsoil or organic soils, trash of any kind, surface made
muddy by rainfall runoff, or groundwater rise, or loose soil caused by excavation or other
construction work. Reinforcing steel should also be clean at the time of concrete casting. If such
conditions develop during construction, the reinforcing steel must be lifted out and the foundation
surface reconditioned and approved by RACE.
After the ground surface is proofrolled and filled, if necessary, as recommended in this report, the
floor slab can be placed directly on the prepared subgrade. For design purposes, we recommend
using a subgrade reaction modulus of 200 pounds per cubic inch (pci) for the compacted shallow
sands. In our opinion, a highly porous base material is not necessary. We recommend to use'a
minimum of 10 mil polyolefin film as the main component of a vapor barrier system.
SEDONA RESIDENTIAL DEVELOPMENT -PHASE 1 Page -5-
3143-3153 NIGHTFALL CIRCLE (BUILDING T-19)
AACE FILE No.17-249
7.0 QUALITY ASSURANCE
We recommend establishing a comprehensive quality control program to verify that all site
preparation and foundation and pavement construction is conducted in accordance with the
appropriate plans and specifications. Materials testing and inspection services should be provided
by Andersen Andre Consulting Engineers, Inc.
An experienced engineering technician should monitor all stripping and grubbing, on a full-time
basis to verify that deleterious materials have been removed. The technician should observe the
proof -rolling operation to verify that the appropriate number of passes are applied to the
subgrade. In -situ density tests should be conducted during filling activities and below all footings,
floor slabs, pavement areas, and within utility/drainage installations to verify that the required
densities have been achieved. In -situ density values should be compared to laboratory Proctor
moisture -density results for each of the different natural and fill soils encountered.
8.0 CLOSURE
The geotechnical evaluation submitted herein is based on the data obtained from the soil boring
profiles presented on Sheet No 2, and our understanding of the project as described in the
previous. Limitations and conditions to this report are presented in Appendix III.
This report has been prepared in accordance with generally accepted soil and foundation
engineering practices forthe exclusive use of Edwards Landing, LLC. No other warranty, expressed
or implied, is made.
We are pleased to be of assistance to you on this phase of your project. When we may be of
further service to you or should you have any questions, please contact us.
Sincerely,
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
Certificate of Authorization No. 26794
Peter G. Andersen, P.E.
Principal Engineer - /
Fla. Reg. No. 57956
IN
David P. Andre, P.E.
Principal Engineer
Fla. -Reg. No. 53969
-,%A, 1
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
W W W.AACEINC. COM 0
APPENDIX I
USDA Soil Survey Information
] W3 N
3 MWN
Soil Map —St Lucie County. Florida A
(Edwards Landing, SLC) R
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°l Map Sole 1:15MfpVledm AbrO�pe(IrxaS)leet
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Mapprojedlur:ykbMaxtor C]Nx?oard'uates: WGSG4 Edgetks UIMZ=17NVJUM
USDA Natural Resources
Conservation Service
Web Sol Survey
National Cooperative Soil Survey
0
1 ZAM]CN
812112017
Page t of 3
Soil Map --St Lucie County, Florida
(Edwards Landing, SLC)
MAP LEGEND
MAP INFORMATION
Area of Interest (A01)
1�1
Spoil Area
The soil surveys that comprise your AOI were mapped at
O
Area of Interest (AO])
®
Story Spot
Y po
1:24,000.
Soils
Very Stony spot
Warning: Soil Map may not be valid at this scale.
Q
Soil Map Unit Polygons
Wet Spot
Enlargement of maps beyond the scale of mapping can. cause
.y
Soil Map Unit Lines
misunderstanding of the detail of mapping and accuracy of soil
p
Other
line placement The maps do not show the small areas of
Soil Map Unit Points
contrasting soils that could have been shown at a more detailed
Spatial Line Features
Special
Point Features
-
scale.
V
Blowout
Water Features
i�
Streams and Canals
Please rely on the bar scale on each map sheet for map
®
Borrow
Boow Pit
measurements.
Transportation
Clay Spot
+++
Rats
Sourceof Map: Natural Resources Conservation Service
Gosed Depression
Web Soil Survey URL:
N
Interstate Highways
Coordinate System: Web Mercator (EPSG:3857)
X
Gravel Pit
r�
US Routes
Maps from the Web Soil Survey are based on the Web Mercator
•
Gravelly Spot
Major Roads
projection, which preserves direction and shape but distorts
�y
distance and area. A projection that preserves area, such as the
®
Landfill
a
Local Roads
Albers equal-area conic projection, should be used if more
pp
Lava Flow
accurate calculations of distance or area are required.
/L
Background
Marsh or swamp
Aerial Photography
This product is generated from the USDA-NRCS certified data as
of the version date(s) listed below.
Mine or Quarry
Sol Survey Area: St. Lucie County, Ronda
®
Miscellaneous Water
Survey Area Data: Version 9, Sep 16, 2016
®
Perennial water
Soil map units are labeled (as space allows) for map scales
V�
Rock Outcrop
1:50,000 or larger.
+
Saline Spot
aerial images were photographed: Dec 31, 2009—Mar
2DO,te(s)
• •
Sandy Spot
The orthophoto or other base map on which the soil lines were
g
Severely Eroded Spot
compiled and digitized probably differs from the background
imagery displayed on these maps. As a result, some minor
®
Sinkhole
shifting of map unit boundaries may be evident
Slide or Slip
"
0
Sodic Spot
usDA Natural Resources Web Soil Survey 8121/2017
ii Conservation Service National Cooperative Soil Survey Page 2 of 3
Soil Map --St. Lucie County, Florida
Map Unit Legend
Edwards Landing, SLC
St. Lucie County, Florida )FL111)
Map Unit Symbol
Map Unit Name
Acres in AOI
Percent of AOI
48
Wabasso sand, 0 to 2 percent
slopes
2.1
23.7%
55
Winder loamy sand
6.9
76.3%
Totals for Area of Interest
9.0
100.0%
U50g Natural Resources Web Soil Survey 8/21/2017
i� Conservation Service National Cooperative Soil Survey Page 3 of 3
Map Unit Description: Winder loamy sand —.St Lucie County, Florida Edwards Landing, SLC
St. Lucie County, Florida
55—Winder loamy sand
Map Unit Setting
National map unit symbol. ljpwk
Mean annual precipitation: 49 to 58 inches
Mean annual air temperature: 70 to 77 degrees F
Frost -free period. 350 to 365 days
Farmland classification: Farmland of unique importance
Map Unit Composition
Winder, drained and bedded, and similar soils: 67 percent
Winder, hydric, and similar soils: 15 percent
Minor components: 18 percent
Estimates are based on observations, descriptions, and transacts of
the mapunit.
Description of Winder, Drained And Bedded
Setting
Landform: Flats on marine terraces
Landrorm position (three-dimensional): Talf
'Down -slope shape., Concave, convex
Across -slope shape: Linear
Parent material., Sandy and loamy marine deposits
Typical profile
A - 0 to 6 inches: loamy sand
E - 6 to 12 inches: sand
Btg1- 12 to 33 inches. sandy clay loam
Btg2'- 33 to 49 inches: sandy loam
Cg1 - 49 to 61 inches: loamy sand
Cg2 - 61 to 80 inches. sand
Properties and qualities
Slope: 0 to 2 percent
Depth to restrictive feature: More than 80 inches
Natural drainage class: Poorly drained
Runoff class: High
Capacity of the most limiting layer to transmit water (Ksat):
Moderately low to moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 12 to 18 inches
Frequency of flooding. None
Frequency of ponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile. Nonsaline to very slightly saline (0.0
to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum in profile: 4.0
Available water storage in profile: Low (about 5.8 inches)
USDq Natural Resources Web Soil Survey 8212017
Conservation Service National Cooperative Soil Survey Page 1 of 4
Map Unit Description: Winder loamy sand —St Lucie County, Florida
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirrigated): 3w
Hydrologic Soil Group: C/D
Other vegetative classification: Loamy and clayey soils on flats of
hydric or mesic lowlands (G156BC341 FL)
Hydric soil rating: No
Description of Winder, Hydric
Setting
Landform: Flats on marine terraces
Landform position (three-dimensional): Talf
Down -slope shape: Concave, linear
Across -slope shape: Linear
Parent material. Sandy and loamy marine deposits
Typical profile
A - 0 to 6 inches., loamy sand
E - 6 to 12 inches: sand
Btg1- 12 to 33 inches: sandy clay loam
Btg2 - 33 to 49 inches: sandy loam
Cg1- 49 to 61 inches: loamy sand
Cg2 - 61 to 80 inches: sand
Properties and qualities
Slope. 0 to 2 percent
Depth to restrictive feature., More than 80 inches
Natural drainage class: Poorly drained
Runoff class: Very high
Capacity of the most limiting layer to transmit water (Ksat):
Moderately low to moderately high (0.06 to 0.20 in/hr)
Depth to water table: About 0 to 12 inches
Frequency of flooding: None
Frequency ofponding: None
Calcium carbonate, maximum in profile: 5 percent
Salinity, maximum in profile: Nonsaline to very slightly saline (0.0
to 2.0 mmhos/cm)
Sodium adsorption ratio, maximum in profile. 4.0
Available water storage in profile: Low (about 5.8 inches)
Interpretive groups
Land capability classification (irrigated): None specified
Land capability classification (nonirigated): 3w
Hydrologic Soil Group: CID
Other vegetative classification. Loamy and clayey soils on flats of
hydric or mesic lowlands (G156BC341 FL)
Hydric soil rating: Yes
Minor Components
Floridana
Percent of map unit. 3 percent
Edwards Landing, SLC
USpg Natural Resources Web Soil Survey 8121/2017
Conservation Service National cooperative Soil Survey Page 2 of 4
Map Unit Description: Winder loamy sand —St Lucie county, Florida
Landform: Depressions on marine terraces
Landform position (three-dimensional): Dip
Down -slope shape: Concave
Across -slope shape: Concave
Other vegetative classification: Sandy over loamy soils on stream
terraces, flood plains, or in depressions (G156SC245FL)
Hydric soil rating: Yes
Riviera
Percent of map unit. 3 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Taff
Down -slope shape: Linear
Acrossslope shape: Linear
Other vegetative classification: Sandy over loamy soils on flats of
hydric or mesic lowlands (13156SC241 FL)
Hydric soil rating: Yes
Hallandale
Percent of map unit: 3 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Interfluve, tall
Down -slope shape: Convex
Across -slope shape: Linear
Other vegetative classification: Sandy soils on flats of mesic or
hydric lowlands (G1 56BC1 41 FL)
Hydric soil rating: No
Pineda
Percent of map unit: 3 percent
Landform: Drainageways on marine terraces, flats on marine
terraces
Landform position (three-dimensional): Dip
Down -slope shape: Linear
Across -slope shape: Concave
Other vegetative classification: Sandy over loamy soils on flats of
hydric or mesic lowlands (G156BC241 FL)
Hydric soil rating: Yes
Wabasso, gravelly substratum
Percent of map unit: 2 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Taff
Down -slope shape: Convex
Across -slope shape: Linear
Other vegetative classification: Sandy soils on flats of mesic or
hydric lowlands (G156BC141FL)
Hydric soil rating: No
Wabasso
Percent of map unit: 2 percent
Landform: Flats on marine terraces
Landform position (three-dimensional): Taff
Down -slope shape: Convex
Edwards Landing, SLC
LtSDq Natural Resources Web Soil Survey 8/21/2017
conservation Service National Cooperative Soil Survey Page 3 of 4
Map Unit Description: Winder loamy sand --St Lucie County, Florida
Across -slope shape: Linear
Other vegetative classification: Sandy soils on flats of mesic or
hydric lowlands (G156BC141FL)'
Hydric soil rating. No
Winder, shell substratum, hydric
Percent of map unit. 2 percent
Landform: Flats on marine terraces
Landfonn position (three-dimensional): Talf
Down -slope shape: Concave, linear
Across -slope shape: Linear
Other vegetative classification: Loamy and clayey soils on flats of
hydric or mesic lowlands (G156BC341 FL)
Hydfic soil rating: Yes
Data Source Information
Soil Survey Area: St. Lucie County, Florida
Survey Area Data: Version 9, Sep 16, 2016
Edwards Landing, SLC
USDq Natural Resources Web Soil Survey 8/21/2017
Conservation Service National Cooperative Soil Survey Page 4 of 4
APPENDIX II
General Notes
(Soil Borings, Sampling and Testing Methods)
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
SOIL BORING, SAMPLING AND TESTING METHODS
GENERAL
Andersen Andre Consulting Engineers, Inc. (AACE) borings describe subsurface conditions only at
the locations drilled and at the time drilled. They provide no information about subsurface
conditions below the bottom of the boreholes. At locations not explored, surface conditions that
differ from those observed in the borings may exist and should be anticipated.
The information reported on our boring logs is based on our drillers' logs and on visual examination
in our laboratory of disturbed soil samples recovered from the borings. The distinction shown on
the logs between soil types is approximate only. The actual transition from one soil to another may
be gradual and indistinct.
The groundwater depth shown on our boring logs is the'water level the driller observed in the
borehole when it was drilled. These water levels may have been influenced by the drilling
procedures, especially in borings made by rotary drilling with bentonitic drilling mud. An accurate
determination of groundwater level requires long-term observation of suitable monitoring wells.
Fluctuations in groundwater levels throughout the year should be anticipated.
The absence of a groundwater level on certain logs indicatesthat no groundwater data is available.
It does not mean that groundwater will not be encountered at that boring location at some other
point in time.
STANDARD PENETRATION TEST
The Standard Penetration Test (SPT) is a widely accepted method of in situ testing of foundation
soils (ASTM D-1586). A 2-foot (0.6m) long, 2-inch (50mm) O.D. split-barrell sampler attached to the
end of a string of drilling rods is driven 24 inches (0.60m) into the ground by successive blows of
a 140-pound (63.5 Kg) hammer freely dropping 30 inches (0.76m). The number of blows needed
for each 6 inches (0.15m) increments penetration is recorded. The sum of the blows required for
penetration of the middle two 6-inch (0.15m) increments of penetration constitutes the test result
of N-value. After the test, the sampler is extracted from the ground and opened to allow visual
description of the retained soil sample. The N-value has been empirically correlated with various
soil properties allowing a conservative estimate of the behavior of soils under load. The following
tables relate N-values to a qualitative description of soil density and, for cohesive soils, an
approximate unconfined compressive strength (Qu):
Cohesionless Soils: N-Value
Descriotion
0 to 4
Veryloose
4 to 10
Loose
10 to 30
Medium dense
30 to 50
Dense
Above 50
Very dense
Cohesive Soils: N-Value
Description
�u
0 to 2
Verysoft
Below 0.25 tsf (25 kPa)
2 to 4
soft
0.25 to 0.50 tsf (25 to 50 kPa)
4 to 8
Medium stiff
0.50 to 1.0 tsf (50 to 100 kPa)
8 to 15
stiff
1.0 to 2.0 tsf (100 to 200 kPa)
15 to'30
Very stiff
2.0 to 4.0 tsf (200 to 400 kPa)
Above 30
Hard
Above 4.0 tsf (400 kPa)
The tests are usually performed at5 foot (1.5m) intervals. However, more frequent or continuous
testing is done byAACE through depths where a more accurate definition of the soils is required.
The test holes are advanced to the test elevations by rotary drilling with a cutting bit, using
circulating fluid to remove the cuttings and hold the fine grains in suspension. The circulating fluid,
which is bentonitic drilling mud, is also used to keep the hole open below the water table by
maintaining an excess hydrostatic pressure inside the hole. In some soil deposits, particularly
highly pervious ones, flush -coupled casing must be driven to just above the testing depth to keep
the hole open and/or prevent the loss of circulating fluid. After completion of a test borings, the
hole is kept open until a steady state groundwater level is recorded. The hole is then sealed by
backfilling, either with accumulated cuttings or lean cement.
Representative split -spoon samples from each sampling interval and from different strata are
brought to our laboratory in air -tight jars for classification and testing, if necessary. ,Afterwards,
the samples are discarded unless prior arrangement have been made.
POWER AUGER BORINGS
Auger borings (ASTM D-14S2) are used when a relatively large, continuous sampling of soil strata
close to the ground surface is desired. A 4-inch (100 mm) diameter, continuous flight, helical auger
with a cutting head at its end is screwed into the ground in 5-foot (1.5m) sections. It is powered
by the rotaryd rill rig. The sample is recovered by withdrawing the auger our of the ground without
rotating it. The soil sample so obtained, is classified in the field and representative samples placed
in bags orjars and returned to the AACE soils laboratoryfor classification and testing, if necessary.
HAND AUGER BORINGS
Hand auger borings are used, if soil conditions are favorable, when the soil strata are to be
determined within a shallow (approximately 5-foot [1.5m]) depth or when access is not available
to power drilling equipment. A 3-inch (75mm) diameter hand bucket auger with a cutting head is
simultaneously turned and pressed into the ground. The bucket auger is retrieved at
approximately 6-inch (0.15m) interval and its contents emptied for inspection. On occasion post -
hole diggers are used, especially in the upper 3 feet (1m) or so. Penetrometer probings can be
used in the upper 5 feet (1.5m) to determine the relative density of the soils. The soil sample
obtained is described and representative samples put in bags orjars and transported to the AACE
soils laboratory for classification and testing, if necessary.
W
UNDISTURBED SAMPLING
Undisturbed sampling (ASTM D-1587) implies the recovery of soil samples in a state as close to
their natural condition as possible. Complete preservation of in situ conditions cannot be realized;
however; with careful handling and proper sampling techniques, disturbance during sampling can
be minimized for most geotechnical engineering purposes. Testing of undisturbed samples gives
a more accurate estimate of in situ behavior than is possible with disturbed samples.
Normally, we obtain undisturbed samples by pushing a 2.875-inch (73 mm) I.D., thin wall seamless
steel tube 24 inches (0.6 m) into the soil with a single stoke of a hydraulic ram. The sampler, which
is a Shelby tube, is 30 (0.8 m) inches long. Afterthe sampler is retrieved, the ends are sealed in the
field and it is transported to our laboratory for visual description and testing, as needed.
ROCK CORING
In case rock strata is encountered and rock strength/continuity/composition information is needed
for foundation or mining purposes, the rock can be cored (ASTM D-2113) and 2-inch to 4-inch
diameter rock core samples be obtained for further laboratory analyses. The rock coring is
performed through flush -joint steel casing temporarily installed through the overburden soils
above the rock formation and also installed into the rock. The double- or triple -tube core barrels
are advanced into the rock typically in 5-foot intervals and then retrieved to the surface. The barrel
is then opened so that the core sample can be extruded. Preliminary field measurements of the
recovered rock cores include percent recovery and Rock Quality Designation (RQD) values. The
rock cores are placed in secure core boxes and then transported to our laboratory for further
inspection and testing, as needed.
SFWMD EXFILTRATION TESTS
In order to estimate the hydraulic conductivity of the upper soils, constant head or falling head
exfiltration tests can be performed. These tests are performed in accordance with methods
described in the South Florida Water Management District (SFWMD) Permit Information Manual,
Volume IV. In brief, a 6 to 9 inch diameter hole is augered to depths of about 5 to 7 feet; the
bottom one foot is filled with 57-stone; and a 6-foot long slotted PVC pipe is lowered into the hole.
The distance from the groundwatertable and to the ground surface is recordedand the hole is then
saturated for 10 minutes with the water level maintained at the ground surface.
If a constant head test is performed, the rate of pumping will be recorded at fixed intervals of 1
minute for a total of 10 minutes, following the saturation period.
LABORATORY TEST METHODS
Soil samples returned to the AACEsoils laboratory are visually observed by a geotechnical engineer
or a trained technician to obtain more accurate description of the soil strata. Laboratory testing
is performed on selected samples as deemed necessary to aid in soil classification and to help
define engineering properties of the soils. The test results are presented on the soil boring logs at
the depths at which the respective sample was recovered, except that grain size distributions or
selected other test results may be presented on separate tables, figures or plates as discussed in
this report.
W
THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHEAST FLORIDA
CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
The soil descriptions shown on the logs are based upon visual -manual procedures in accordance
with local practice. Soil classification is performed in general accordance with the United Soil
Classification System and is also based on visual -manual procedures.
BOULDERS (>12" 1300 MMI) and COBBLES IT' i75 MMI TO 12" (300 MMII:
GRAVEL: Coarse Gravel: 3/4" (19 mm) to 3" (75 mm)
Fine Gravel: No. 4 (4.75 mm) Sieve to 3/4" (19 mm)
Descriptive adiectives:
0 - 5%
— no mention of gravel in description
5-15%
—trace
15-29% '
—some
30-49%
—gravelly (shell, limerock, cemented sands)
SANDS:
COARSE SAND: No. 30 (2 mm) Sieve to No. 4 (4.75 mm) Sieve
MEDIUM SAND: No. 40 (425 µm) Sieve to No. 10 (2 mm) Sieve
FINE SAND: No. 200 (75 pm) Sieve to No. 40 (425 µm) Sieve
Descriptive adiectives:
0-5%
5-15%
15-29%
30 - 49%
SILT CLAY: <#200 (75µM) Sieve
— no mention of sand in description
—trace
— some
—sandy
SILTY OR SILT: PI <4
SILTY CLAYEY OR SILTY CLAY: 4 < PI < 7
CLAYEY OR CLAY:
PI > 7
Descriptive adiectives:
<- 5% —clean (no mention of silt or clay in description)
5-15% —slightly
16 - 35% —clayey, silty, or silty clayey
36-49% —very
ORGANIC SOILS:
Organic Content
Descriptive Adjectives
Classification
0 - 2.5%
Usually no mention of
See Above
organics in description
2.6 - 5%
slightly organic
add "with organic fines" to group name
5-30%
'organic
SM with organic fines
Organic Silt (OL)
Organic Clay (OL)
Organic Silt (OH)
t
THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHEAST FLORIDA
CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
Organic Clay (OH)
HIGHLY ORGANIC SOBS AND MATTER:
Organic Content
Descriptive Adjectives
Classification
30-75%
sandy peat
Peat (PT)
silty peat
Peat (Pi)
> 75%
amorphous peat
Peat (PT)
fibrous peat
Peat (PT)
STRATIFICATION AND STRUCTURE:
Descriptive Term
Thickness
with interbedded
seam
— less than Y, inch (13 mm) thick
layer
— Yz to 12-inches-(300 mm) thick
stratum
— more than 12-inches (300 mm) thick
pocket
— small, erratic deposit, usually less than 1-foot
lens
— lenticular deposits
occasional
— one or less per foot of thickness
frequent
— more than one per foot of thickness
calcareous --
containing calcium carbonate (reaction to diluted HCL)
hardpan --
spodic horizon usually medium dense
marl --
mixture of carbonate clays, silts, shells and sands
ROCK CLASSIFICATION (FLORIDA) CHART:
Symbol
Typical Description
LS
Hard Bedded Limestone or Caprock
WLS
Fractured or Weathered Limestone
LR
Umerock (gravel, sand, silt and clay mixture)
SLS
Stratified Limestone and Soils
J
THE PROJECT SOIL DESCRIPTION PROCEDURE FOR SOUTHEAST FLORIDA
CLASSIFICATION OF SOILS FOR ENGINEERING PURPOSES
LEGEND FOR BORING LOGS
N: Number of blows to drive a 2-inch OD split spoon sampler 12 inches using a
140-pound hammer dropped 30 inches
R: Refusal (less than six inches advance of the splitspoon after 50 hammer blows)
MC: Moisture content (percent of dry weight)
OC: Organic content (percent of dry weight)
PL: Moisture content at the plastic limit
LL: Moisture content at the liquid limit
PI: Plasticity index (LL-PL)
qu: Unconfined compressive strength (tons per square foot, unless otherwise
noted)
-200: Percent passing a No. 200 sieve (200 wash)
+40: Percent retained above a No. 40 sieve
US: Undisturbed sample obtained with a thin -wall Shelby tube
k: Permeability (feet per minute, unless otherwise noted)
DD: Dry density (pounds per cubic foot)
TW: Total unit weight (pounds per cubic foot)
APPENDIX III
AACE Project Limitations and Conditions
1:,
ANDERSEN ANDRE CONSULTING ENGINEERS, INC.
(revised January 24, 2007)
Project Limitations and Conditions
Andersen Andre Consulting Engineers, Inc. has prepared this report for our client for his exclusive
use, in accordance with generally accepted soil and foundation engineering practices. No other
warranty, expressed or implied, is made herein. Further, the report, in all cases, is subject to the
following limitations and conditions:
VARIABLE/UNANTICIPATED SUBSURFACE CONDITIONS
The engineering analysis, evaluation and subsequent recommendations presented herein are
based on the data obtained from our field explorations, at the specific locations explored on the
dates indicated in the report. This report does not reflect any subsurface variations (e.g. soil types,
groundwater levels, etc.) which may occur adjacent or between borings.
The nature and extent of any such variations may not become evident until
construction/excavation commences. In the event such variations are encountered, Andersen
Andre Consulting Engineers, Inc. may find it necessary to (1) perform additional subsurface
explorations, (2) conduct in -the -field observations of encountered variations, and/or re-evaluate
the conclusions and recommendations presented herein.
We at Andersen Andre Consulting Engineers, Inc. recommend that the project specifications
necessitate the contractor immediately notifying Andersen Andre Consulting Engineers, Inc., the
owner and the design engineer (if applicable) if subsurface conditions are encountered that are
different from those presented in this report.
No claim by the contractor for any conditions differing from those expected in the plans and
specifications, or presented in this report, should be allowed unless the contractor notifies the
owner and Andersen Andre Consulting Engineers, Inc. of such differing site conditions.
Additionally, we recommend that all foundation work and site improvements be observed by an
Andersen Andre Consulting Engineers, Inc. representative.
SOIL STRATA CHANGES
Soil strata changes are indicated by a horizontal line on the soil boring profiles (boring logs)
presented within this report. However, the actual strata's changes may be more gradual and
indistinct. Where changes occur between soil samples, the locations of the changes must be
estimated using the available information and may not be at the exact depth indicated.
SINKHOLE POTENTIAL
Unless specifically requested in writing, a subsurface exploration performed by Andersen Andre
Consulting Engineers, Inc. is not intended to be an evaluation for sinkhole potential.
Gl
MISINTERPRETATION OF SUBSURFACE SOIL EXPLORATION REPORT
Andersen Andre Consulting Engineers, Inc. is responsible forthe conclusions and recommendations
presented herein, based upon the subsurface data obtained during this project. If others render
conclusions or opinions, or make recommendations based upon the data presented in this report,
those conclusions, opinions and/or recommendations are notthe responsibility of Andersen Andre
Consulting Engineers, Inc.
CHANGED STRUCTURE OR LOCATION
This report was prepared to assist the owner, architect and/or civil engineer in the design of the
subject project. If any changes in the construction, design and/or location of the structures as
discussed in this report are planned, or if any structures are included or added that are not
discussed in this report, the conclusions and recommendations contained in this report may not
be valid. All such changes in the project plans should be made known to Andersen Andre
Consulting Engineers, Inc. for our subsequent re-evaluation.
USE OF REPORT BY BIDDERS
Bidders -who are reviewing this report prior to submission of a bid are cautioned that this report
was prepared to assist the owners and project designers. Bidders should coordinate their own
subsurface explorations (e.g.; soil borings, test pits, etc.) for the purpose of determining any
conditions that may affect construction operations. Andersen Andre Consulting Engineers, Inc.
cannot be held responsible for any interpretations made using this report or the attached boring
logs with regard to their adequacy in reflecting subsurface conditions which may affect
construction operations.
IN -THE -FIELD OBSERVATIONS
Andersen Andre Consulting Engineers, Inc. attempts to identify subsurface conditions, including
soil stratigraphy, water levels, zones of lost circulation, "hard" or "soft" drilling, subsurface
obstructions, etc. However, lack of mention in the report does not preclude the presence of such
conditions.
LOCATION OF BURIED OBJECTS
Users of this report are cautioned that there was no requirement for Andersen Andre Consulting
Engineers, Inc. to attempt to locate any man-made, underground objects during the course of this
exploration, and that no attempts to locate any such objects were performed. Andersen Andre
Consulting Engineers, Inc. cannot be responsible for any buried man-made objects which are
subsequently encountered during construction.
PASSAGE OF TIME
This report reflects subsurface conditions that were encountered atthe time/date indicated in the
report. Significant changes can occur at the site during the passage of time. The user of the report
recognizes the inherent risk in using the information presented herein after a reasonable amount
of time has passed. We recommend the user of the report contact Andersen Andre Consulting
Engineers, Inc. with any questions or concerns regarding this issue.
t
� Geolechnicol Engineeping Repopt �,
Geotechnical Sepuices Are Performed IoP
Specific Purposes, Persons, and Projects
Geotechnical engineers structure their services to meet the specific needs of
their clients. A geotechnical engineering study conducted for a civil engi-
neer may not fulfill the needs of a construction contractor or even another
civil engineer. Because each geotechnical engineering study is unique, each
geotechnial engineering report is unique, prepared solelyfor the client. No
one except you should rely on your geotechnical engineering report without
first conferring with the geotechnical engineer who prepared it. And no one
—not evenyou —should apply the report for any purpose or project
except the one originally contemplated.
Read the Full Report
Serious problems have occurred because those relying on a geotechnical
engineering report did not read it all. Do not rely on an executive summary.
Do not read selected elements only.
A Geotechnical Engineering Report Is Based on
A Unique Set of Project- Specific Factors
Geotechnial engineers consider a number of unique, project -specific fac-
tors when establishing the scope of a study. Typical factors include: the
client's goals, objectives, and risk management preferences; the general
nature of the structure involved, its size, and configuration; the location of
the structure on the site; and other planned or existing site improvements,
such as access roads, parking lots, and underground utilities. Unless the
geotechnical engineer who conducted the study specifically indicates oth-
erwise, do not rely on a geotechnical engineering report that was:
• not prepared for you,
• not prepared for your project,
• not prepared for the specific site explored, or
• completed before Important project changes were made.
Typical changes that can erode the reliability of an.existing geotechnical
engineering report Include those that affect:
• the function of the proposed structure, as when it's changed from a
parking garage to an office building, or from a light industrial plant
to a refrigerated warehouse,
• elevation, configuration, location, orientation, or weight of the
proposed structure,
• composition of the design team, or
• project ownership.
As a general rule, always inform your geotechnical engineer of project
changes ---even minor ones —and request an assessment of their impact.
Geotechnical engineers cannot accept responsibllityorhability forproblems
that occur because their repods do not consider developments of which
they were not informed.
Subsurface Conditions Can Change
A geotechnical engineering report is based on conditions that existed at
the time the study was performed. Do not rely on a geotechnical enginmr-
ing repodwhose adequacy may have been affected by: the passage of
time; by man-made events, such as construction on or adjacent to the site;
or by natural events, such as floods, earthquakes, or groundwater fluctua-
tions. Always contact the geotechnical engineer before applying the report
to determine it it is still reliable. A minor amount of additional testing or
analysis could prevent major problems.
Most Geotechnical Findings Ape Professional
opinions
Site exploration identifies subsurface conditions only at those points where
subsurface tests are conducted or samples are taken. Geotechnical engi-
neers review field and laboratory data and then apply their professional
judgment to render an opinion about subsurface conditions throughout the
site. Actual subsurface conditions may differ —sometimes significantly —
from those indicated in your report. Retaining the geotechnical engineer
who developed your report to provide construction observation is the
most effective method of managing the risks associated with unanticipated
conditions.
A Report's Recommendations Ape Not Final
Do not overrely on the construction recommendations included in your
report. Those recommendations arenot final, because geotechnical engi-
neers develop them principally from judgment and opinion. Geotechnical
engineers can finalize their recommendations only by observing actual
C
subsurface conditions revealed during construction. The geotechnical
engineer who developed your report cannot assume responsibility or
liability for the reports recommendations if that engineer does not perform
construction observation.
A Geotechnical Engineering Report Is Subject to
Misinterpretation
Other design team members' misinterpretation of geotechnical engineering
reports has resulted in costly problems. Lower that risk by having your geo-
technical engineer conferwith appropriate members of the design team after
submitting the report. Also retain your geotechnical engineer to review perti-
nent elements of the design team's plans and specifications. Contractors can
also misinterpret a geotechnical engineering report. Reduce that risk by
having your geotechnical engineer participate in prebid and preconstruction
conferences, and by providing construction observation.
Do Not Redraw the Engineer's Logs
Geolechnical engineers prepare final boring and testing lags based upon
their interpretation of field logs and laboratory data. To prevent errors or
omissions, the logs included in a geotechnical engineering report should
neverbe redrawn for inclusion in architectural or other design drawings.
Only photographic or electronic reproduction is acceptable, but recognize
that separating logs from the report can elevate risk.
Give Contractors a Complete Report and
Guidance
Some owners and design professionals mistakenly believe they can make
contractors liable for unanticipated subsurface conditions by limiting what
they provide for bid preparation. To help prevent costly problems, give con-
tractors the complete geotechnical engineering report, but preface it with a
clearly written letter of transmittal. In that letter, advise contractors that the
report was not prepared for purposes of bid development and that the
report's accuracy is limited; encourage them to confer with the geotechnical
engineer who prepared the report (a modest fee may be required) and/or to
conduct additional study to obtain the specific types of information they
need or prefer. A prebid conference can also be valuable. Be sure contrac-
tors have sufficient time to perform additional study. Only then might you
he in a position to give contractors the best information available to you,
while requiring them to at least share some of the financial responsibilities
stemming from unanticipated conditions.
Read Responsibility Provisions Closely
Some clients, design professionals, and contractors do not recognize that
geotechnical engineering is far less exact than other engineering disci-
plines. This lack of understanding has created unrealistic expectations that
have led to disappointments, claims, and disputes. To help reduce the risk
of such outcomes, geotechnical engineers commonly include a variety of
explanatory provisions in their reports. Sometimes labeled "limitations°
many of these provisions indicate where geotechnical engineers' responsi-
bilities begin and end, to help others recognize their own responsibilities
and risks. Read these provisions closely. Ask questions. Your geotechnical
engineer should respond fully and frankly.
Geoenvironmental Concerns Are Not Covered
The equipment, techniques, and personnel used to perform a geoenviron-
menta/ study differ significantly from those used to perform a geotechnical
study. For that reason, a geotechnical engineering report does not usually
relate any geoenvironmental findings, conclusions, or recommendations;
e.g., about the likelihood of encountering underground storage tanks or
regulated contaminants. Unanticipated environmental problems have led to
numerous project failures. If you have not yet obtained your own geoenvi-
ronmental information, ask your geotechnical consultant for risk manage-
ment guidance. Do not rely on an environmental report prepared for some-
one else.
Obtain Professional Assistance To Deal with Mold
Diverse strategies can be applied during building design, construction,
operation, and maintenance to prevent significant amounts of mold from
growing on indoor surfaces. To be effective, all such strategies should be
devised for the express purpose of mold prevention, integrated into a com-
prehensive plan, and executed with diligent oversight by a professional
mold prevention consultant. Because just a small amount of water or
moisture can lead to the development of severe mold infestations, a num-
ber of mold prevention strategies focus on keeping building surfaces dry.
While groundwater, water. infiltration, and similar issues may have been
addressed as part of the geotechnical engineering study whose findings'
are conveyed in this report, the geotechnical engineer in charge of this
project is not a mold prevention consultant; none o/the services per-
formed in connection with the geotechnical engineer's study
were designed or conducted for the purpose of mold preven-
tion. Proper implementation of the recommendations conveyed
in this report will not of itself he sufficient to prevent mold
from growing in or on the structure involved.
Relg on Your ASFE-Member Geotechnclal
Engineer lop Additional Assistance
Membership in ASFE/THE BEST PEOPLE ON EARTH exposes geotechnical
engineers to a wide array of risk management techniques that can be of
genuine benefit for everyone involved with a construction project: Confer
with your ASFE-member geotechnical engineer for more Information.
ASFETHE GEOPIDIFIESSIONAL
IBUSIN SSRASSO 1AT10N
8811 Colesville RoadlSuite G106, Silver Spring, MD 20910
Telephone:301/565-2733 Facsimile:301/589-2017
e-mail: info@asfe.org www.asfe.org
Copyright 2012 by ASFE, Inc. Duplication, reproduction, or copying of this document In whole or in part, by any means whatsoever, Is strictly prohibited, except with ASFfs
specific wntten permission. Excerpuing, quoting; or othenvise extracting warding from this document is permitted only with the express written permission of ASFE, and only for
purposes of scholarly research or book review. Only members of ASFE may use this document as a complement to or as an element of a geotechnical engineering report. Any other
firm, individual, or other entity that so uses this document without being an ASFE member could be commiling negligent or intentional rfmudulent) misrepresentation.
IIGEB03135,0MAP