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HomeMy WebLinkAboutSubsurface InvestigationTAP 40'19
"IJAVi
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
v MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 MELBOURNE 321 768-8488
www.ksmengineering.net ( )
b FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 -6469
{ RECEIVED
June 19, 2017
AUG 0 8 2018
ST. Lucia
Herbert and Kathleen Yancy
4217 Sunrise Blvd.
Fort Pierce, FL 34982
Re: 581 Beach Avenue
Port St. Lucie, Florida
KSM Project #: 171887-b
Dear Mr. and Mrs. Yancy:
As requested, KSM Engineering & Testing has performed a subs irfa . _ at
the referenced site. Presentation of the data gathered during the investigation, together
with our geotechnical related opinions, are included in this report.
A. Site Description:
At the time of drilling, the river front site was fairly flat with a few trees and light surface
vegetation.
B. Project Description:
A single family residence is planned to be constructed on the site. Loads from the one-
story structure will be transferred to the ground by conventional shallow footings. We
estimate the maximum loads will be less than 2,500 pounds per linear foot along the
wall foundation ,and less than 15 kips for any individual column loads.
We estimate that several feet of site fill will be required to reach the desired grades.
File COPY.,,
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
Tdr C! 19
A% 1.7 AW
KELLER, SCHLEICHER $ MaCWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO, BOX 78-1377 SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
' FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
+,t C.A.: 5693 FAX (772) 589-6469
J
581 Beach Avenue -2- June 19, 2017
Port St. Lucie, Florida
C. The scope of our study consisted of the following:
1. Performed Standard Penetration Test Borings in the proposed construction area
to estimate the subsoil relative density.
2. Measured the groundwater level at each boring.
3. Evaluated the existing soil conditions with respect to the proposed construction
and provided recommendations for site preparation and foundation design.
4. Prepared this report to document our findings.
D. Site Investigation:
The site investigation program consisted of performing four (4) Standard Penetration
Test borings (SPT), in the proposed construction area. The SPT borings were
terminated at depths of 10 to 14 feet below grade. The locations of the borings are
indicated on the. attached boring Location Plan.
The SPT borings.were completed in accordance with procedures described in ASTM D-
1586. A standard 1.5 inch I.D., 2 inch O.D. split -spoon sampler is driven into the soil by
successive blows of a 140 pound hammer freely falling 30 inches. The number of
blows required to drive the sampler 1 foot, after seating 6 in., is designated the
Penetration Resistance, or "N" value. At regular intervals the sampler is extracted from
the ground. and opened to allow visual examination and classification of the retained
soil sample. Also, the groundwater table was allowed to stabilize and the depth of the
groundwater elevation recorded from existing grade.
The records of . the soils encountered, the penetration resistances and groundwater
level are shown on the attached logs.
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
C! , if
A%If7AVA
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSM@KSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
581 Beach Avenue -3- June 19, 2017
Port St. Lucie, Florida
E. Engineering Evaluation and Conclusions:
Based on the information obtained from this site investigation, we are pleased to offer
the following evaluation:
The boring logs, indicate the subsurface soils consist mostly of fine-grained sand and
some fine-grained sand that is slightly clayed. "N" values recorded during the boring
operation indicate the soil density is generally loose to medium dense. Please refer to
the soil boring logs for specific information relative to the soil description.
Based on the existing soil conditions, the proposed structure can be supported on a
shallow foundation system provided that the site is properly prepared.
The following sections provide recommendations for the site preparation and foundation
design.
F. Site Preparation:
The proposed building area and areas to be paved, plus a minimum margin of five feet
beyond the proposed construction shall be stripped and grubbed of surface debris,
including vegetation, roots and organic matter. Stumps shall be removed entirely. The
building area should be graded level and proofrolled. Any soft yielding areas shall be
excavated and, replaced with clean compacted fill. Sufficient passes should be made
during compaction operations to produce a density no less than 95 percent of its
modified dry Proctor value (ASTM D 1557) to a depth of two feet.
After the exposed surface has been proofrolled, the building and pavement areas may
be filled to the °desired grades. The fill material shall consist of clean granular sand
containing. less:than 10% material passing the U.S. Standard No. 200 mesh sieve.
Place structural fill in loose layers of 12 inches in thickness and compact each lift to at
least 95 percent of its modified dry Proctor value.
After excavating for the footings, the disturbed footing subgrade should be recompacted
to 95 percent (minimum) of its modified dry Proctor value. This can be best achieved
by making several passes with a relatively light -weight walk -behind vibratory sled or
roller.
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
IV OIL
"L_J AV&
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 P®. BOX 78-1377, SEBASTIAN, FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMQKSMENGINEERING.NET ST. LUCIE (772) 229-9093
G.A.: 5693 FAX (772) 589-6469
581 Beach Avenue -4- June 19, 2017
Port St. Lucie, Florida
G. Foundation:
Provided that our recommendations for site preparation are followed, the proposed
structure may be supported on conventional concrete steel reinforced footings designed
for an allowable soil bearing pressure of 2,000 pounds per square foot, or less.
With the foundation properly designed and the site properly prepared, we anticipate
total settlements less than 3/ of an inch and differential settlement of less than % of an
inch. The majority of the settlement should occur during construction.
H. Floor Slabs:
A conventional slab -on -grade can be used in the "at grade" portion of the residence.
We recommend the disturbed subgrade below the floor slab be re -compacted to 95
percent of the modified Proctor maximum dry density (ASTM D 1557) prior to
placement of the concrete. An estimated modulus of subgrade reaction of 150 pounds
per cubic inch (pci) can be used for design of the stab -on -grade. We recommend that
control joints be incorporated in the slab at frequent intervals to control shrinkage
cracks.
A moisture barrier is recommended beneath the floor slab to prevent moisture migration
from the underlying soil resulting in dampness of the slab.
I. Swimming Pool:
Based on the existing soil conditions, the proposed pool can be designed and
constructed using an allowable soil bearing pressure of 2,000 pounds per square foot.
When excavating the pool, if any organic soil or soft material is encountered, these
materials/soils should be removed and replaced with %" stones so the subgrade
becomes firm below the pool bottom.
Backfill material behind the pool shell shall consist of clean granular sand with less than
10 percent "fines" passing the U.S. No. 200 sieve. Place backfill material in loose lifts
of 12 inches in thickness and compact each lift to no less than 95 percent of its
modified dry Proctor value (ASTM D 1557).
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
TIP V 1 t
A%L_JAVL
KELLER, SCHLEICHER & MacWILLIAM ENGINEERING AND TESTING, INC.
MARTIN (772) 337-7755 PO. BOX 78-1377, SEBASTIAN FL 32978-1377 SEBASTIAN (772) 589-0712
PALM BEACH (561) 845-7445 www.ksmengineering.net MELBOURNE (321) 768-8488
FAX (561) 845-8876 E-Mail: KSMOKSMENGINEERING.NET ST. LUCIE (772) 229-9093
C.A.: 5693 FAX (772) 589-6469
581 Beach Avenue -5- June 19, 2017
Port St. Lucie, Florida
J. Closure:
This report has been prepared in accordance with generally accepted soil and
foundation engineering practices based on the results of the test borings and the
assumed loading conditions. No warranties, either expressed or implied, are intended
or made. This report does not reflect any variations which may occur between the
borings. If variations appear evident during the course of construction, it would be
necessary to re-evaluate the recommendations of this project.
Environmental conditions, wetland delineation, water quality, and municipal
requirements are not a part of this report.
We are pl 111jpq`g be of assistance to you on this phase of your project. When we may
be ofAel'(lN,to you or should you have any questions, please feel free to
J
J EK/jt
E-mail to: ksy_architect@bellsouth.net
Ronald G. Keller, P.E.: 37293 / SI Lic. No.: 860 / Julie E. Keller, P.E.: 68366
KSM Engineering & resting
BORING NUMBER B-1
Box 78-1377
KSMP.O.
Sebastian, FL 32978
PAGE 1 OF 1
Tel: (772)-589-0712
Fax:(772)-589-6469
CLIENT Herbert and Kathleen Yancy
PROJECT NAME 581 Beach Road
PROJECT NUMBER 171887-b
PROJECT LOCATION
Port St. Lucie, Florida
DATE STARTED 6/16/17 COMPLETED 6/16/17
GROUND ELEVATION
HOLE
SIZE inches
DRILLING CONTRACTOR
GROUND WATER LEVELS:
DRILLING METHOD Split Spoon Sample
AT TIME OF DRILLING 3.00 ft
LOGGED BY MS/CH CHECKED BY JEK
AT END OF DRILLING —
NOTES See Attached Location Plan
AFTER DRILLING
—
w
o
z
A SPT N VALUE A
=
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w
wa
20 40 60 80
PL MC LL
~^
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MATERIAL DESCRIPTION
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20 40 60 80
<
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a
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❑ FINES CONTENT (%) ❑
0
1
1
20 40 60 80
Gray Sand with Roots
Gray Sand
3-4-4
.......
:....
SS
(8)
:.
SS
4-5-5
(10)
5
Brown Sand ...:.:
3-4-5
SS
SS
4-4-6
6
...
(10)
........ :....... :....... :....... :...... .
10 :• Gray Sand, Slightly Clayed
6-10-14
:.:
SS
(24)
W
m :. Brown Sand
SS
12-14-14
:..•,.
uj
•`::
SS
10-12-10
.... ...:....... :....... :. ......:.......
(22)
Bottom of borehole at 14.0 feet.
Y_
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KSM Engineering & lesimg
BORING NUMBER B-2
K1J1►'l
S bast an, FL 32978
PAGE 1 OF 1
Tel: (772)-589-0712
Fax: (772)-589-6469
CLIENT Herbert and Kathleen Yancv
PROJECT NAME 581 Beach Road
PROJECT NUMBER 171887-b
PROJECT LOCATION
Port St. Lucie, Florida
DATE STARTED 6/16/17 COMPLETED 6/16/17
GROUND ELEVATION
HOLE
SIZE inches
DRILLING CONTRACTOR
GROUND WATER LEVELS:
DRILLING METHOD Split Spoon Sample
AT TIME OF DRILLING 2.67 ft
LOGGED BY MS/CH CHECKED BY JEK
AT END OF DRILLING —
NOTES See Attached Location Plan
AFTER DRILLING
—
♦ SPT N VALUE A
U
D:
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cn w
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20 40 60 80
P MC L
Q
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MATERIAL DESCRIPTION
- on
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20 40 60 80
Z
❑ FINES CONTENT (%) ❑
<
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d
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0
20 40 60 80
Dark Gray Sand with Roots
Gray Sand
3-3-3
SS
(6).......:.......:.......:.......:.......
:..
SS
4-4-5
(9)
:.......:.......:.......:.......
5 '
Brown Sand
SS
3-5-4
SS
4-6-10
...
(16)
....... ....... :............... :.......
SS
10-12-12
10
(24)
m Bottom of borehole at 10.0 feet.
tu
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I
KSM Engineering & Testing
BORING NUMBER B-3
x 78-1377
KSM Sebastian, FL 32978
PAGE 1 OF 1
Tel: (772)-589-0712
Fax:(772)-589-6469
CLIENT Herbert and Kathleen Yancv
PROJECT NAME 581 Beach Road
PROJECT NUMBER 171887-b
PROJECT LOCATION
Port St. Lucie, Florida
DATE STARTED 6/16/17 COMPLETED 6/16/17
GROUND ELEVATION
HOLE
SIZE inches
• DRILLING CONTRACTOR
GROUND WATER LEVELS:
DRILLING METHOD Split Spoon Sample
VAT TIME OF DRILLING 3.33 ft
LOGGED BY MS/CH CHECKED BY JEK
AT END OF DRILLING
NOTES See Attached Location Plan
AFTER DRILLING
o
A SPT N VALUE A
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A
20 40 60 80
Gray Sand with Roots
Gray Sand
4-4-4:...•
.
SS
(8)
,..
SS
4-5-3
5
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3-3-5
::: •':.::
SS
(8)
SS
4-4-3
a 10 Gray Sand, Slightly Clayed
::.
3S
6-8-8
..
(16)
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10-12-13
SS
(25)
.......:
it
SS
11-10-10
......:......:....... :....... :.......
W
(20)
y Bottom of borehole at 14.0 feet.
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` KSM Engineering &TestingP.O.
BORING NUMBER B-4
Box 78-1377
KS vl Sebastian, FL 32978
PAGE 1 OF 1
Tel: (772)-589-0712
Fax:(772)-589-6469
CLIENT Herbert and Kathleen Yancv
PROJECT NAME 581 Beach Road
PROJECT NUMBER 171887-b
PROJECT LOCATION
Port St. Lucie, Florida
DATE STARTED 6/16/17 COMPLETED 6/16/17
GROUND ELEVATION
HOLE
SIZE inches
. DRILLING CONTRACTOR
GROUND WATER LEVELS:
DRILLING METHOD Split Spoon Sample
-VAT TIME OF DRILLING 3.17 ft
LOGGED BY MS/CH CHECKED BY JEK
AT END OF DRILLING —
NOTES See Attached Location Plan
AFTER DRILLING
—
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4-4-5
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LOCATION OF TESTS
PROJECT: 581 Beach Avenue, Port Saint Lucie, Florida
SHEET 10F 1 IV, 101 At ENGINEERING DRAWN J.L.
"IJ
. AVL AND TESTING DESIGNEDD NO J.K.
PERMIT #:
PROJECT #: 171887-b DATE: 06119/20i7
SCALE: NONE
4lPa�.111� r��nili�ika°
Load Short Form
AHU1
ProCalcs, LLC
yr, Digitally signed by
ThomasVPlatania
CAC1815254PrOUM,uc—Date:2018.04.10
08:36:41 -"00'
Job: Yancy Residence
Date: Sept 19, 2017
By,. Eric Buchholz
P.O. Box 882032, Port Saint Lude,FL34988Phone: 772-882-5700 Email: tomQprocalcsnetVdeb:oww.ProCales.NetLicense: CAC1815254RTIN#0106474
i
For:
Yancy Residence
RECEIVED'
581 Beach Avenue, Port St Lucie, FL 34952
AUG 0 8 ;g
Htg
Clg
Infit6ration
Outside db (OF)
37
91
Method
Blower door.
Inside db (°F)
70
75
Shielding / stories 3 (partial) / 1
Design TD (OF)
33
16,
Pressure /AVF
50 Pa / 1652 cfm
Daily range
-
L
Inside humidity (%)
50
50
Moisture difference (grab) 29
54
HEATING EQUIPMENT
COOLING EQUIPMENT
Make Trane
Make
Trane
Trade TRANE
Trade .
TRANE
Model 4TWR6042H1
Cond
4TWR6042H1
AHRI ref 7563302
Coil
TEM6AOC42H41++TDR
AHRI ref
7563302 -
Efficiency -
9 HSPF
Heating input
Heating output
39000
Btuh @ 47°F
Temperature rise '
26
OF
Actual airflow
1367
cfm
Airflowfactor
0.040'
cfm/Btuh
Static pressure
0.70
in H2O
Space thermostat
Capacity balance point = 33 OF
Backup: Trane BAYHTR1508BRKC
lnnl rt= R kW i7111nut = 97997 Rt11h 1 nn AFl IF
Efficiency
13.0 EER,16 SEER
Sensible cooling
32800
Btuh
Latentcooling
8200
Btuh
Total cooling
41000
Btuh
Actual airflow
1367
cfm
Airflowfactor
0.040
dm/Btuh
Static pressure
0.70
in H2O
Load sensible heat ratio
0.87
ROOM NAME
Area
OF)
Htg load .
(Btuh)
Gg load
(Btuh)
HtgAVF
(Cfin)
CIgAVF
(Cfm)
LNDRY
130
3316
2239
132
90
RR KITCHEN
162
2000
3109j
79
125
OFFICE
78
1884
1652
75
66
ENTRY
117
1536
1656
61,
67
CMD
23
32
217
1
9
M BATH
93
2608
1525
103
61
M BED
243
5274 -
2263
209 .
91
DINING
206
5690
8034.
226
323
FR KITCHEN
-141
2931
5752
116.
231
BED 2
192
5314
3318
211
133 :
BATH 2
59
81
215
3
9
M WIC
92
128.
438
5
18
1 1%AK1(1-
1247
12C7G
o2anO
4 A G
4 A C
Calculations approved byACCAto meet all requirements of ManUM 116 COPY
-Pp- Wrigh saf — 2018-Apr-10082824
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c
x
AHU1
1852
34469
34028
1367
1367
Other equip loads
0
0
Equip. @ 1.00 RSM
34028
Latent cooling
4987
Tt')TAI Q
4299
4AAR0
40n4G
49G7
4487
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
.� 'AM4d'T'IghtsClft°°
201 B-Apr-10 08:26:24
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t
Load Short Form
L ., a�L�}EiIF_IIiT i1�:JG!1)L�(vKA' AI��U
Job: Yancy Residence
Data: Sept 19, 2017
By. Eric Buchholz
ProCalcs, LLC
P.O. Box882032, Port Sairt 1-We, FL 34988 Phone:772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net Licerse: CAC1815254 RTIN#0105474
For. Yancy Residence
581 Beach Avenue, Port St Lucie, FL 34952
Htg
Clg
Infiltration
Outside db (OF)
37
91
Method Blower door
Inside db (OF)
70
75
Shielding / stories 3 (partial) / 1
Design TD (*F)
33
16
Pressure /AVF 50 Pa / 1652 cfm
Daily range
-
L
Inside humidity (%)
50
50
Moisture difference (grAb)
29
54
HEATING EQUIPMENT
Make Amana PTAC
Trade
Model PTH123G******C*
AHRI ref 8028533
Efficiency
0 HSPF
Heating input
Heating output
11500
Btuh @ 47°F
Temperature rise
28
OF
Actual airflow
370
cim
Air flow factor
0.029
cfm/Btuh
Static pressure
0
in H2O
Space thermostat
Capacity balance point = 0 OF
Backup: Trane BAYHTR1608BRKC
Innut = R kW_ 01 itnut = 2720 Rh th_ 1 fin AFUF
COOLING EQUIPMENT
Make Amana PTAC
Trade
Cond PTH123G******C*
Coil
AHRI ref 8028533
Efficiency
Sensible cooling
Latent cooling
Total cooling
Actual airflow
Air flow factor
Static pressure
Load sensible heat ratio
11.0 EER, 0 SEER
9600
Btuh
2400
Btuh
12000
Btuh
370
cfm
0.030
cfm/Bluh
0
in H2O
0.90
ROOM NAME
Area
Htg load
Clg load
HtgAVF
CIgAVF
(ft2)
(Btuh)
(Btuh)
(Cfm)
(crM)
COND GARAGE
627
12886
12193
370
370
AHU2
627
12886
12193
370
370
Other equip loads
0
0
Equip. @ 1.00 RSM
12193
Latent cooling
1395
IMIrAl C
G07
47oca
41GQ7
17n
17n
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
2018 Apr-10 082824
'�+u'rightso't'° ..��>+. .i+- �.•, Right-Sute®Uriversal201818.0.11 RSU25344 Page 3
A=...sidemeFirelslCurertDocs\`fancyResidencexW Calc=MJ8 Frord Door faces: SE `
4 t Building Analysis
?16' AHU9
r aPR7,jlle ,i n0li f.7Ptrr. -
ProCalcs, LLC
Job: Yancy Residence
Date: Sept 19, 2017
By Eric Buchholz
P.O. Box 882032, Pon Saint Lude,FL34988Phone: 772-882-5700 Email: tom@proplcs.netWeb: www.ProCalcs.Net License: CAC1815264RnN00105474
For. Yancy Residence
581 Beach Avenue, Port St Lucie, FL 34952
Location:
Indoor:
Heating
Cooling
St Lucie Co Intl, FL, US
Indoor temperature (OF)
70
75
Devation: 26 ft
Design TD (OF)
33
16
Latitude: 28ON
Relative humidity (%)
50
50
Outdoor: Heating
Cooling
Moisture difference (grub)
29.3
53.6
Dry bulb (OF) 37
91
Infiltration:
Daily range (°F) -
15 ( L
) Method
Blower door
Wet bulb (° ) -
77
Shielding / stories
3 (partial) / 1
Wind speed (mph) 15.0
7.5
Pressure /AVF
50 Pa / 1652 cfm
Heatin
Component
Btuh/f 2
Btuh
% of load
Walls
4.8
5559
.16.1
Glazing
19.2
7595
22.0
Doors
13.0
313
0.9
Ceilings
1.1
1979
5.7
Floors
4.2
7794
22.6
Infiltration
2.1
3273
9.5
Ducts
7957
23.1
Piping
0
0
Humidification
0
0
Ventilation
0
0
Adjustments
0
Total 1
1 34469
100.0
00 -o
Component
Btuh/f 2
Btuh
% of load
Walls
2.7
3146
9.2
Glazing
31.0
12257
36.0
Doors
11.7
282
0.8
Ceilings
1.4
2583
7.6
Floors
0
0
0
Infiltration
0.6
884
2.6
Ducts
9276
27.3
Ventilation
0
0
Internal gains
5600
16.5
Blower
0
0
Adjustments
0
Total
1
1 34028
100.0
Latent Cooling Load = 4987 Btuh
Overall U-value = 0.132 BtuhffP-°F
Data entries checked.
- Ceilings
` -F[A- Apr rightsoft— 2018-Apr-100826:25
•w- -� � Right-SuteOUniversal 201818.0.11RSU25344 Page1
..sidenoetFirelslCvrerRDocshNtnyResidencenp Calc=MJ8 Front Door faces: SE
n L1p3i' JtjA 13Lfjg �'�itifi; .
Building Analysis
AHU2
ProCalcs, LLC
Job: Yancy Residence
Date: Sept 19, 2017
By. Eric Buchholz
P.O. Box 882032, Port SairdLude,FL349BBPhone: 772-882-570D Email: tom@procalosnetweb:www.ProCals.NetLioanse:CAC1815254RT1N#0105474
L . - iruLIAA`7ll..WllJI�uUULL:.G5.11��
For. Yancy Residence
581 Beach Avenue, Port St. Lucie, FL 34952
Location:
Indoor:
Heating
Cooling
St Lucie Co Intl, FL, US
Indoor temperature (OF)
70
75
Elevation: 26 ft
Design TD (OF)
33
16
Latitude: 280N
Relative humidity (%)
50
50
Outdoor: Heating
Cooling
Moisture difference (grAb)
29.3
53.6
Dry bulb (OF) 37
91
Infiltration:
Daily range -F) -
15 (L
) Method
Blower door
Wet bulb (° ) -
77
Shielding / stories
3 (partial) / 1
Wind speed (mph) 15.0
7.5
Pressure /AVF
50 Pa / 1652 clip
� Heating
Component
BbahAft2
Btuh
% of load
Walls
4.8
2612
19.5
Glazing
0
0
0
Doors
20.0
3046
23.6
Ceilings
1.1
670
5.2
Floors .
5.3
3337
25.9
Infiltration
2.1
1401
10.9
Ducts
1920
14.9
Piping
0
0
Humidification
0
0
Ventilation
U
0
Adjustments
0
Total
1
1128861
100.0
Cool in
Component
Btuh/ t2
Btuh
% of load
Walls
2.7
1421
11.7
Glazing
0
0
0
'Doors
18.1
2745
22.5
Ceilings
1.4
875
7.2
Floors
0
0
0
Infiltration
0.6
378
3.1
Ducts
2273
18.6
Ventilation
0
0
Internal gains
4500
36.9
Blower
0
0
Adjustments
0
Total
12193
100.0
Latent Cooling Load =1395 Btuh
Overall U-value = 0.148 Btuhtt2- °F
WARNING: windowto floor area ratio = 0.0%- less than 5%.
Door:
Ceilings
Gains
-Fla- vna ighotsa'I t 2018-Apr-1008:28:25
• A- * Rigtt Sdte® Uriversal 201818.0.11 RSU25344 Page t
sidenoe'FirelslCwertDocsftncyResidence.np Calc=MJ8 FrordDoor faces: SE
' 6e Project Summary
` ►� AHU1
L1Jp��.;IIi.T�1uL'i1t1 j3rir -
ProCalcs, LLC
Job: Yancy Residence
Date: SepL 19, 2017
By. Eric Buchholz
P.O. Box882032, Port Said Lie, FL 34988 Phone:772-882-5700 Email: tom@procalcs net Web: www.ProCalcs.Net License: CAC1815264 RnNi10105474
- For. Yancy Residence
581 Beach Avenue, Port St Lucie, FL 34952
Notes: Kathleen S. Yancy, Architect
4217 Sunrise Blvd.
Ft Pierce, FI 34982
(772) 475-3743'
a
Weather: St Lucie Co Intl, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db 37
OF
Outside db
91
OF
Inside db 70
OF
Inside db
75
OF
Design TD 33
OF
Design TD
16
OF
Daily range
Relative humidity
L
50
%
,Moisture difference
54
gr4b
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure 26512
Btuh
Structure
24752
Btuh
Duds 7957
Btuh
Ducts
9276
Btuh
Central vent (0 dm) 0
Btuh
Central vent (0 cfm)
0
Btuh
(none)
(none)
Humidification 0
Btuh
— Blower
0
Btuh
Equipment
load 34469
Btuh
Use manufacturer's data
y
Rate/swingg multiplier
1.00
Infiltration
Equipment sensible load
34028
Btuh
Method Blower door
Latent Cooling Equipment
Load Sizing
Shielding / stories 3 (ardal) / 1
Pressure /AVF 50 Pa P1652
dm
Structure
2407
Btuh
Ducts
2679
Btuh
Central vent (0 cfm)
0
Btuh
Heatingg
Coolin
(none)
Area (ftz) 1852
18
Equipment latent load
4987
Btuh
Volume (fly 14813
14813
Airchanges/hour 0.36
020
Equipment Total Load (Sen+Lat)'
39015
Btuh
Equiv. AVF (cfm) 89
50
Req. total capacity at 0.80 SHR
3.5
ton
Heating Equipment Summary
Cooling Equipment Summary
Make Trane
Make Trane
Trade TRANE
Trade TRANE
Model 4TWR60421-11
Cond 4TWR60421-11
AHRI ref 7563302
Coil TEM6AOC42H41++TDR
AHRI ref 7563302
Efficiency
9 HSPF
Heating input
Heating output
39000 Btuh @ 47°F
Temperature rise
26 OF
Actual airflow
1367 cfin
Air flow factor
0.040 dm/Btuh
Static pressure
0.70 in H2O
Space thermostat
Capacity balance point = 33 OF
Backup: Trane BAYHTR1508BRKC
Input = 8 kW, Output = 27297 Btuh,100 AFUE
Efficiency .
13.0 EER,16 SEER
Sensible cooling
32800
Btuh
Latent cooling
8200
Bluh
Total cooling
41000
Btuh
Actual airflow
1367
cfin
Airflowfactor.
0.040
cfm/Btuh
Static pressure
0.70
in H2O
Load sensible heat ratio
0.87
Calculations approved byACCAto meet all requirements of Manual J 8th Ed.
A +10- tin rightsc3iFt - 201 &Apr-10 08
PighFSUtePage 1
b1y° ^-•+ -* ®Uriverml20l8l8.0.11 RSU25344
.-ddeme%Rnals\CuredDocsOranryrResidence.rtp Ce1c=MJ8 FrodDooriaces:SE
Project Summary
AHU2
ProCalcs, LLC
Job: Yancy Residence
Date: Sept 19, 2017
By. Eric Buchholz
P.O. Box 882032, Port Saint Lucia, FL34988Phone: 772-882-5700 Email: torn@procairsnetWeb:w6mProCalcs.NetLicense: CAM 815254RTIN00106474
For. Yancy Residence
581 Beach Avenue, Port St Lucie, FL 34952
Notes: Kathleen S. Yancy, Architect
4217 Sunrise Blvd.
Ft Pierce, FI 34982
(772) 475-3743
Weather. St Lucie Co Intl, FL, US
Winter Design Conditions
Summer Design Conditions,
Outside db 37 OF
Outside db
91
OF
Inside db 70 OF
Inside db
75
OF
Design TD 33 OF
Design TD
16
OF
Daily range
L
Relative humidity
50
%
Moisture difference
54
grAb
Heating Summary
Sensible Cooling Equipment Load Sizing
Structure 10966 Btuh
Structure
9919
Btuh
• Duds . 1920 Btuh
Duds
-2273
Btuh
Central vent (0 cfm) 0 Btuh
Central vent (0 cfm)
0
Btuh
(none)
(none)
Humidification 0 Btuh
Blower r
0
Btuh
Piping 0 Btuh.
Equipment load 12886 Btuh
Use manufacturer's data
y
Rate/swing multipplier
1.00
12193
Infiltration
Equipment sensibleload
Btuh
Method Blower door
Latent Cooling Equipment Load Sizing
Shielding / stories 3 ( artial) / 1
Pressure /AVF 50 Pa P1652 dim
Structure
774
Btuh
Duds
621
Btuh
Central vent (0 cfm)
0
Btuh
Heating Cooling
(none)
Area.(ft� 627 627
Equipment latent load
1395
Btuh
Volume (" 5015 5015
- Air changes/hour 0.46 025
Equipment Total Load (Sen+Lat)
13587
Btuh
Equiu AVF (cfm) 38 21
Req. total capacity at 0.80 SHR
1.3
ton
Heating Equipment Summary
Cooling Equipment Summary
Make Amana PTAC
Make Amana PTAC
Trade
Trade
Model PTH123G******C*
Cond PTH123G******C*
AHRI ref 8028533
Coil
AHRI ref 8028533
Efficiency 0 HSPF
Efficiency 11.0 EER, 0 SEER
Heating input
Sensible cooling
9600
Btuh
Heating output 11500 Btuh @ 47°F
Latent cooling
2400
Btuh
Temperature rise 28 OF
Total cooling
12000
Btuh
Actual airflow 370 cfm
Actual airflow
370
cfm
Airflowfador 0.029 cfmA3tuh
Airflowfactor
0.030
cfm/Btuh
Static pressure 0 in H2O
Static pressure
0
in H2O
Space thermostat
Load sensible heat ratio
0.90
Capacity balance point = 0 OF
Backup: Trane BAYHTR1508BRKC
Input = 8 kW, Output = 27297 Btuh,100 AFUE
Calculations approved byACCAto meet all requirements of Manual J 86 Ed.
vur¢ igFatsotTt� 201 8-Apr-1 0 08:26:25
P% Right -Suite® Uriversal 201818.0.11 RSU26344 Page 2
sidemelFlrelslCurrertDocs%YanLyResiderme.np Calc=MJS Front Door faces: SE
u
Job: YancyResldence
Milk Right-J® Worksheet
AHU1 Date: Sept 19, 2017
By: Eric Buchholz
ProCafcs, LLC 1
P.O. Box 882032, Port Saint Lude,FL34988Phone: 772-882-5700 Email: tom@procalcsxetWeb: www.ProCalcs Net License: CAC1815254RMN#0105474
1
Room name
AHU1
LNDRY -
2
3
Expo9edwall
Room height
197.8 it
8.0 it
23.0 It
8.0 it heat/cool
4
5
Room dimensons
Room area
1851.6 T
13.0 x 10.0 4
130.0 fe
Ty
Construction
U-value
Or
HTM
Area
1�
number
(BNhfitVq
(Btuh/ft�
or perimeter (10.
Q3�h)
or wmeter (ft)
(B�h)
Heat
Cod
Gross
NIPS
Heat,
Cool
Gross
N/P/S
Heat
Cool '
6
1qJ
I-- G
Block VNI4-1
AA5-2oui . -- .
Block Wall 4-1
0.143
0.450
0.143
n
n_.
ne
4.78
_..16.03
4.78
vo
„ 1206
270
198
47,
208
91
- 0
135
433
711
645
245
. - - 571
365
0
, 0
80
0
0-
56
0
0
267
0
0
151
V)I
�L-_�C,`
11
10D-v
2 glazing, dr lowe
Nock Wall 4-1
2 glazing, dr la*e
2 glazing, dr Iowa
OA50
0.760
0.143
0.760
0,760
ne
ne
. e'
a
a
15.03
25.38
4.78
25.38
25.38
19.36
31.82
2.70
19.09
19.09
24
49
106
5
5
0
0
91
9
10
361
1244
-437
116
121
465
1560
247
87
91
24
0
0
0
0
0
0
0
0
0
361
0
0
0
0
465
0
0
0
0
2 glazing, dr low-e
11J0 . ....
0.760
0.600
a
- . e
25.38
0.00
19.09
-0.00
5
0
10
0
. 126
., .. , - 0
94
_-- _ ..0
0
. ,. .... 0
0
. - 0
0
0
0
0
Block Wall 4-1
2 0lazinq, tir lame-
BlauWall4-1
0.143
0.750
0,143
se
, se
' s
4.78
- 25.05
4.78
2.70
, _ - 18.92
270
. 400
- 21
82
379
41
78
1812
516
371
1025
390
' 210
104
0
0
104
0
0
497
0
0
281
0
0
Wi
�---G
,2glazngg, drio"
Block Wall4.1
Block will4.1
2 glazing, dr tome
2 glazing, dr lowe
_. 0.750
0.143
m43
0.450
0.460
. a,
sw
w
w
w
, , 25.05
4.78
4,76
15.03
15.03
1&92
2.70
2.70
14.06
14.06
5
16
. 246
9
11
. , .. 10
96
' 187
19
21
_ , . 119
76
894
140
160
. _ -_ . 90
_ 43
506
131
150
,. 0
0
0
0
0
0
0
0
0
0
. - - .0
0
0
0
0
-0
0
0
0
0
W --
2 glazing, dr Iowa
2 glazing, dr lowe
11 0
0.750
0.750
0.390
w
w
w
25.05
25.05
13.03
18.92
18.92
11.74.
10
5
24
19
10
24
239
124
313
180
94
282.
0
0
0
0
0
0
0
0
0
0
0
0
11JO
Block Wall4-1
0.600
Q143
:..w,
nw
_ .0.00
4.78
.. 0.00
2.70
0.
388
.... - 0
187
0,
892
' . _ -0
505
. , . 0
0
-. 0
0
0
0
, 0
0
w
2 glazing, dr lowe
2 glazing, dr lawe
4A5.2ovd
16C-30a1_ -.
0.760
0.760
0.450
,
nw
nw
nw
,
25.38
25.38
15.03
,...1
31.82
31.82
26.80
_ .46
38
19
144
1852
0
0
0
85
960
493
2164
-1979
1203
618
3859
--_,2583
0
0
_ 0
-_-w300
0
0
0
130
0
0
0
_ 139
0
0
0
181.
G
f-
C�-
F
22A•tpm
1.180
-
39A1
0,00
1852
198
7794
0
.130
23
906
0
6
c) AED excursion
2674
-52
Envelope lose/gain
23240
18269
2170
1026
12
a) Infiltration
3273
884
380
103
b) Room ventilation
0
0
0
0
13
Internal gains Ocaa" c@ - 230
3
690
0
0
Applianor/other
4910
600
SubtoWQines6t013)
26512
24752
2551
1629
`
Lessedarnalload
0
0
0
0
Lesstransfer
0
0
0
0
14
Redistribution
Subtotal
0
26512
0
24752
0
2551
0
1629
15
Ductloads
30%
37%
7957
9276
30%
37%
765
610
Total room load
Air required (dm)
34469
1367
34028T7
1367
3318
132
2239
90
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
_ -- v!srV'�ti�idassdi 2018•Apr•1008:2625
wght.Suite®Universal 201818.0.11 RBU25344
...ddemelFlrelstCurreriDocslNbncyResidenoenp Calc=MJ8 Front Door faces: SE Pagel
,751� Right-J® Worksheet
�' AHU1
ProCalcs, LLC
Job: Yancy Residence
Date: Sept 19, 2017
By: . Eric Buchholz
P.O. Box882032, Port Sairt Lucie, FL 34988 Phone:772-882-5700 Email: tom@proc alosmt Web: ~.ProCalcs.Net License: CAC1815254 RTIN00106474
1
Room name
RRIQTCHEN
OFRCE
2
Exposed well
14.5 ft
11.3 ft
3
Room height
8.0 ft , heaftol
8.0 ft heaftol
4
5
Room dimensions
Room area
1.0 x 161.8 ft
161.8 ft'
1.0 x 77.9 ft
77.9 flz
Ty
Construction
number
U-value
(BtuhliF'F)
Or
HTM
(Btuhlft�
Area (ff)
or perimeter (ft)
Load
(Btuh)
Area (
or perimeter (18
Load
(fth)
Heat
Cod
Gross
NIPS
Heat
Cool
Gross
NIPIS
Heat
Cod
6
r-G
Block Wall 4-1'
4A5.2ovd. ..
Wall 4-1
0.143
0.450
0.143
n'
n
. ne
4.78
15.03
4.78
2.70
_ 12.06
2.70
0
_ 0-
0
6
0
0
"0
0
0
0
0
0
0
,. 0
0
-0
0
0
0
0
0
0
0
0
ILIBlock
11
10D-v
2 glazing, dr lowe
0.450
0.760
ne
ne
15.03
25.38
19.36
31.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Block Wall 4-1
2 glazing, dr lowe
2 glazing, dr lowe
0.143
0.760
0.760
a
a
a
4.78
25.38
25.38
2.70
19.09
19.09
0
0
0
0
0
0
0
0
0
0
0
0
81
5
5
77
5
5
368
116
121
208
87
91
2 glazing, cir lowe
0.760
a
25.38
19,09
0
0
0
0
5
5
126
94
11J0 ,
0.600
a
0.00
0.00
. , 0..
0
.. .- 0
- . 0
0
0,
0
0
VN
' , G
IWI
Block Wall 4-1
2 glazing, drlowe
Blodk Wa114-1
0.143
0.750
0.143
se
se ,
s
4.78
, 25.05
4.78
2.70
. 18.92
270
100
0
0
100
_ 0
0
478
. - -0
0
270
, 0
0
0
0
0
0
_0
0
0
0
0
0
0
0
-
�--ka
W
2 glazing, drlov,Le
Block Wall 4-1
Blodk Wa114-1
0.750
0.143
0.143
-a
sw
w
25.05
4.78
4.78
18.92
2.70
2.70
0
16
0'
0
16
0
-.0-
76
0
_0
43
0
0
0
0
_ .. 0
0
0
0
0
0
0
0
0
2 glazing, drlowe
2glazing, drlowre
0.450
0.450
w
w
15.03
15.03
14.06
14.06
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2 glazing, cirlowe
2 gglazing, drlowe
11D0
0.750
0.750
0.390
w
w
w
25.05
25.05
13.03
18.92
18.92
11.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11JO
Block Wall 4-1
0.600
0.143
,w
nw
0.00
4.78
0.00
2.70
0
0
0
0
_ 0
0
, 0
0
. 0
0
0
0
,0
0
0
0
2glazing,drlowe
2 glazing, driovve
0.760
0.760
rrw
nw
25.38
25.38
31.82
31.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2ovd
0.450
nw
15.03
26.80
0
0
0
0
0
0
0
0
.
C, ,. .-
16C-30a1 . _
0.032
.. r
1.07
.. 1 AO
. - 162
.. 162
173
_ 226
. 78
... 78
, 83
. 109
F
22A7tpm
1.180
-
39A1
0.00
162
15
571
0
78
11
447
0
6
c) AED excursion
-73
39
Envelope loss(gain
1298
467
1261
551
12
a) Infiltration
240
65
189
51
b) Room ventilation
0
0
0
0
13
Intemalgains: Occupants@ 230
1
230
0
0
Applianceslother
1500
600
Subtotal( lines6to13)
1538
2261
1449
1202
Less external load
0
0
0
0
Lesstranster
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
1538
2261
1449
1202
15
Dudloads
30%
37%
462
847
30%
37%
435
450
Total room load
2000
3109
1884
1652
Air required (dm)
79
125
75
66
Calculations approved bvACCA to meet all reouirements of Manual J 8ttt Ed.
+- w�ri' pfnti�,3saed� 2018-Apr-1008:2625
RigFESrite®Uriversal201818.0.11RSU25344 Paget
ddence+lralslCurertDocs\YaroyResidemaxW Caic=MJS Front Door faces: SE
�-z `
� NGA
Job: Yan Residence
Right-J® Worksheet
AHU1 Date: Sept 19, 2017
By. Eric Buchholz
ProCalcs, LLC
P.O. Box 882032, Port Saird Lude, FL 34988 Phone: 772-862-5700 Email: tom@procalcsnetWeb:www.ProCalcs.Net License:CAC1815254RTIN#0105474
1
Room name
ENTRY
CMD
2
ExposedMl
6.9 it
0 tt
3
Room height
8.0 It heall000l
8.0 it heaftol
4
5
Room dimensions
Room area
1.0 x 117.4 it
117.4 If
1.0 x 23.4 it
23A iP
Ty
Construction
U-value
Or
HTM
Area (W)
Load
Area fl�Load
number
(BtuhAFLq
(BtuW
or perimeter (M
(Btuh)
or perimefer (it)
(Bhih)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
'Heat
Cool
6
IqJ
�--G
Block Wall 4-1
4A5-2odd
Block Wall 4-1
0.143
0.450
0.143
n
n
ne
4.78
15.03
4.78
2.10
12.06
2.70
0
0
0
0
0.
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
11
1013-v
2 glazing, cirlowe
0.450
0.760
ne
ne
15.03
25.38
19.36
31.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Block Wall 4-1
2 glazing, dr lovae
2glazing,drlowe
0.143
0.760
0.760
a
a
a
4.78
25.38
25.38
2.70
19.09
19.09
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2 glazing, dr lowe
11J0 ,.
0.760
0.600..
a
a
26.38
0.00
19.09
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
VU
I---G
Block Wall 4-1
2 glazing, dr (owe
Block Well 4-1
0.143
0.750
Q143
se
se
s
4.78
25.05
4.78
2.70
18.92
2.70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Udl
I-(;
2 glazing, dr lovre
Block Wall 4-1
0.750
0.143
s -.
sw
25.05
4.78
18.92
2.70
-0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Block Wall 4-1
0.143
w
4.78
2.70
56
12
55
31
0
0
0
0
2 glazing, cirlowe
2 glazing, drlowe
0.450
0.450
w
w
15.03
15.03
14.06
14.06
9
11
9
11
140
160
131
150
0
0
0
0
0
0
0
0
2 glazing, dr low-e
2 gglazing, dr lowe
11D0
0.750
0.750
0.390
w
w
w
25.05
25.05
13.03
18.92
18.92
11.74
0
0
24
0
0
24
0
0
313
0
0
282
0
0
0
0
0
0
0
0
0
0
0
0
11JO
Block Wall 4-1
0.600
0.143
w
rrw
0.00
4.78
0.00
2.70
0
0
0
0
0
0
0
0
0_
0
0
0
0
0
0
0
W
2glazing, drlovve
2 glazing, dr low-e
0.760
0.760
nw
nw
25.38
25.38
31.82
31-.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2ovd
0.450
nw
15.03
26.80
0
0
0
0
0
0
0
0
C
16C30al
0.032
-
1.07
1.40
117
117
125
164
23
23
25
33
F
22A-tpm
1.180
-
39.4.1
0.00
117
7
273
0
23
0
0
0
6
c) AED excursion
416
5
Envelope loss/gain
1067
1174
25
28
12
a) Infiltration
115
31
0
0
b) Room ventilation
0
0
0
0
13
internal gains Occupants@ 230
0
0
0
0
Appliances(other
0
130
Subtotal Pines 6to 13)
1181
1205
25
158
Lessexdemaiload
0
0
0
0
Lesstransler
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
1181
1205
25
158
15
Ductloads
30 6
37%
355
452
30 a
37%
7
59
Total room load
1536
1656
32
217
Air required (dm)
61
87
1
9
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
','P- 2018-Apr-100826:25
% ' Right-SUbeOUriversal 201818.0.11 RSU25344 Page 3
...sldencel9rialslCrrrentDocsV(ancyResidence.np Ca1c=MJ8 Frord Door toes:SE
Ri ht-orksheet
-t� J® WJob: Yancy Residence
AHU1 Him
Date: Sept 19, 2017
By. . Eric Buchholz
Pro6alcs, LLC
P.O. Box 882032, Part Saint Lucie, FL34988Phone: 772-882-5700 Emall:tom@procalcssetWeb:www.ProCalcs.NetLicerse:CAC1815254RTIN#0105474
1
Room name
M BATH
M BED
2
Exposedvtiall
16.1 ft
35.2 1t
3
Room height
8.0 ft heall000l
8.0 ft heat/aool
4
5
Roan dimensions
Roan area
1.0 x 92.5 It
925 ft2
1.0 x 242.6 ft
242.6 fF
Ty
Construdton
U-value
Or
HTM
Area (ftF
Load
Area (ft�
Load
number
(BtuhMl-*n
(Bluhlft�
or perimeter (try
(Btuh)
or perimeter (it)
(Btuh)
Heat
Cod
Gross
WIS
Heat
Cool
Gross
N)P/S
Heat
Cool
6
VU
G
Block Wall 4-1
4A5-2oud .
Block Wall 4.1
GA43
..... 0.450
0.143
' n
n .
ne
4.78
15.03
4.78
2.70
. ,12.06
2.70
'0
. 0
0
- 0
_ 0
0
0
_ 0
0
_ .... 0
... .. 0
0
124
47
0
76
-. 0
0
364
_ 711
0
- 206
571
0
11
10D-v
2 glazing, dr low a
BIA Wa114-1
2 glazing, dr low-e -
2glazing, drlowe
2glazing, drlowe
11.10 ._
0.450
0.760
0.143
0.760
0,760
0.760
0.600
ne
ne
e
a
a
a
. e ....,-0.00
15.03
25.38
4.78
25.38
25.38
25.38
19.36
31.82
2.70
19.09
19.09
19.09
. 0..00
0
0
0
0
0
0
....
0
0
. 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
,' 0
0
0
0
-14
0
0
0
_.... , .0
0
0
" 14
0
0
0
. ..._ 0
0
0
69
0
0
0
0
0
0
39
0
0
0
.. 0
VN
t_--G
T-GB61
Block Wall 4-1
2 glazing, dr lowelock Wall 4-1
2glazing;drlawe....
0.143
" 0.750
6.143
se
se
s
. 4.78
-25.05
4.78
2.70
18.92
2.70
0
_ . 0
64
0
0
'60
0
0
' 285
0
. 0
1
.. 0
0
18
0
, , 4 0
18
0
0
85
0
0
48
Block Wall 4-1
B16& WA14-1.
2 glazing, dr lowe
2 glazing, dr low-e
. ...0.750.."s._
0.143
0.143
0.450
OA60
sw
w
w
w
. 25.05
4.78
4.78
15.03
15.03
.. .18.92
2.70
2.70
14.06
14.06
_ 5
0
< 64
0
0
_ 5._
0
' 50
0
0
'119
0
239
0
0
90
0
135
0
0
„0
0
126
0
0
-%0.
0
_ 126
0
0
0
0
" 600
0
0
0
0
339
0
0
W
2 glazing, dr lowe
2g1 Zng,drlowe
11 0
0.750
0.760
0.390
w
w
w
25.05
�25.05
13.03
18.92
18.92
11.74
10
_ 5
0.
10
5
0
239
124
0
180
94
0
0
0
0
0
0
0
0
0
0
0
0
0
W
11.10 , ..
Block Wall 4-1
0.600
0.143
w
nw
_ ... 0.00
4.78
0.00
2.70
0
0
.. ,.... -0
0
0
0
_ 0
0
,. .. -0
0
... 0
0
0
0
2 glazing, dr low-e
2 glazing, dr lame
4A5.2ovd
16C-30a1 ..
0.760
0.760
0.460
0.032
nw
nw
nw
_:-._.
25.38
25.38
15.03
... 1.07.
31.82
31.82
26.80
IA.._:
0
0
0
.93
0
0
0
.. 93
0
0
0
.: ... 99
0
0
0
129
0
0
0
. .., -243
0
0
0
243
0
0
0
259
0
0
0
339
C ..
F
22Artpm
1.180
-
39.41
0.00
93
16
634
0
243
35
1386
0
6
c) AED excursion
248
-53
Envelope loss(gain
1739
.1038
3475
1489
12
a) Infiltration
267
72
582
157
b) Room ventilation
0
0
0
0
13
Internal gains: Occupards@ 230
0
0
0
0
Appliancestother
0
0
Subtotal (lines6 to 13)
2006
1110
4056
1646
Lessedemaiload
0
0
0
0
Lesstransfer
/
0
• 0
0
0
Redistribution
0
0
0
0
14
Subtotal
2006
1110
4056
1646
15
Ductload5
30%
37%
602
416
30%
37%
1217
617
Total room load
1
1
2608
1526
1
5274
2263
Air required (dm)
103
611
1
209
91
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
weir i� pE�'iSa¢sd �" 2018•Apr--10 082625
j"�"• """-T'' "'r RigtfSuite® Uriversal 201818.0.11 RSU25344 Page
3S.-sidenceIRnals%CweriDocs%TUncyResidenee.rtp Calc-MJ8 Front Door faces: SE
Job: Yancy Residence
s�aac
�t Right-J® Worksheet
AHU1 Gate: SepL 19, 2017
By, Eric Buchholz
ProCalcs, LLC
P.O. Box 882032, Port Saint Lucie, FL 34988 Phone: 772-882-5700 Email: tom@procelcsnret Web: wmN.ProCaics.Net License: CAC1815254 RTIN #0106474
1
Room name
DINING
FIR 10TCHEN
2
Exposed v di
23.8 ft
14.5 ft
3
Room height
&0 ft heaVood
8.0 ft heattool
4
5
Room dimensions
Room area
1.0 x 205.5 ft
205.5 T
1.0 x 141.3 ft
141.3 fF
Ty
Construclion
U-value
Or
HTM
Area
Area1�
number
(BtuhAN*9
(BbjW
or petimetwer (fQ
(B h)
(f0
(B h)
Heat
Cod
Gross .
NIP/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
Vpl
�-C
BlockVVWI4-1
4A5-2ovd .-
Block Wall 4-1
'0.1'43
0.450
0.143
ri
_ n. -
ne
4.18
15.03
4.78
2.10
- 12.06
2.70
14
0
0
14
0
0
69
.. -0
0
39
., - _ 0
0
0
0
0
0
0
0
0
0
0
0
_0
0
W
IL-_GG
11
1OD-v
2 glazing, dr low-e
Block Wall 4.1
2glazing,drlowe
2 glazing, cir low2
0.450
0.760
0.143
0.760
0.760
ne
ne
e
a
a
16.03
25.38
4.78
25.38
25.38
19.36
31.82
2.70
19.09
19.09
0
0
0
0
0
0
0
0-
0
0
0
0
---0
0
0
0
0-
0
0
0
0
0
0
0
0
0
0
_0
0
0
0
0
-6
0
0
0
0
0
0
0
2 glazing, dr low-e
11JO, . -. - _ ...
0.760
0.600
a
..-e
25.38
- .0.00
19.09
- .__ . 0.00
0
. _ . _ . 0
0
.. _ _ 0
0
., - 0
0
.. 0
0
.. 0
0
- ,-0
0
, ,. 0
0
0
IhV
�--_
Block VNI4-1
2 glazing, dr la*e ,
BlodiWall4-1
0.143
0.750
0.143
se
se „
s
4.78
25,05
4.78
2.70
18.92
2.70
0
, 0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
_-G
W
1--G
2glazing, drlow e .- .
Block VNI4-1
Block Wall41 , ..., -
2 glazing, dr lowe
2glazing,drlowe
, ._-..0.750
0.143
_. 0.143
0.450
OA50
.-s
sw
w
w
w
....25.05
4.78
4.78
15.03
15.03
18.92.
2.70
2.70
14.06
14.06
- .. 0
0
., .. 0
0
0
0
0
. , , 0
0
0
0
0
,. _ ...0
0
0
„__..._ 0
0
0
0
0
. 0
0
- 0
0
0
0
0
- ... _ .. _0
0
0
0
.., - 0
0
0
0
0
0
0
W . • _
2glazing, drlowe
2 gglazing, dr lowe
11D0
0.750
0.750
0.390
w
w
w
25.05
25.05
13.03
18.92
18.92
11.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
11.10, _0
Block Wall 4-1
0.600
0,143
. W -
nw
- ..0.00
4.78
' 0.00
2.70
, .. 0
176
-0
47
0--"
223
_ -0-
128
116
_ 0
44
. 0
210
0
119
.0 .
2 glazing, dr love
2 glazing, dr low-e
4A5.2ovd
16C-30a1 _. - _ .
0.760
0.760
0.450
,. , 0.032
rrw
nw
row
. - .
25.38
25.38
15.03
.... 1.07
31.82
31.82
26.80
_ 1.40
38
19
72
. 206
0
0
0
,. .. 206
960
493
1082
- ....220
1203
618
1929
- 287
0
0
_ 72
..... 141
0
0
0
" 141
0
0
1082
151
0
0
1929
197
1.180
-
,39.41
0.00
208
24
936
_
0
141
15
571
0
6
c) AED excursion
1535
874
Envelopeloss/gain
3983
5738
2015
3120
12
a) Ircilt-4on
394
106
240
65
b) Room ventilation
0
01
0
0
13
Internal gains Oo uiwts @ 230
0
0
0
0
Applianoes(other
0
1000
Subtotal(linesM13)
4376
5844
2254
4184
Less examalload
0
0
0
0
Lessiransfer
0
0
0
0
Redisfibuton
0
0
0
0
14
Subblal
4376
5844
2254
4184
15
Dudloads
30o/a
37%
1313
2190
30%
37%
677
1568
Total room load
1
5690
8034
1
2931
. 5752
Air required (dm)
2261
323
1 1161
231
Calculations approved NACCA to meet all requirements of Manual J 8th FBI.
`` wvripit`LzssE� 2016-ApM0082625
Rghl-SribAl.l iversa1201818.0.11 RSLI25344 Page s
-sidenoelFinaisKCurrertDocslYbmyResidenceAp Calc=W8 FrordDoorfacexSE
-� ,� - Ri ht-J® Worksheet .lob: YancyResldence
.vror.u�ir Jf�n AHU1 Date: Sept 19, 2017
By: Eric Buchholz
ProCatcs, LLC
P.O. Box 882032, PortSam Lude, FL 34988 Phone: 772-882-5700, Email: tom@procalcs net Web:www.ProCalcs.Net License: CAC1815254 RTIN#0105474
1
Room name
BED 2
BATH 2
2
Exposed wall
30.5 It
0 ft
3
Room height
8.0 ft _ heaVbDd
8.0 ft heat/cod
4
5
Room dimensions
Room area
12.0 x 16.0 ft
192.0 T
6.5 x 9.0 ft
58.5 ft'
Ty
Construction
U-value
Or
HTM
Area (ft)
Load
Area11tt�
Load
number
(Btuw-n
(Bhrw
or perimeter (tt)
(Btuh)
(ft)
(Btrrh)
Heat
Cod
Grow
NIP/S
Heat
Cod
Gross
N/P/S
Heat
Cod
6
IbV
L-- G
Block Wall 4-1
4A5.2ovd .
Block Wall 4-1
0.143
0.450
0.143
n
n.
ne
4.78
15.03
4.78
2.70
12.06
2.70
0
0
128
0
0
79
0
0
377
0
0
213
0
0
0
0
0
0
0
0
0
0
0
0
11
10D-v
2 glazing, dr lowe
Block Wall 4-1
2 glazing, dr lowe
2 glazing, dr low-e
0.450
0.760
0.143
0.760
0.760
ne
ne
a
a
a
15.03
25.38
4.78
25.38
25.38
19.36
31.82
2.70
19.09
19.09
0
49
0
0
0
0
0
0
0
0
0
1244
0
0
0
0
1560
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2 glazing, dr lowe
0.760
a
25.38
19.09
0
0
0
0
0
0
0
0
11,10
0.600
a
0.00
0.00
0
0
0
0
0
0
0
0
W
I-G
Block Wall 4-1
2glazinq,drlowe
0.143
0.750
se
se
4.78
25.05
2.70
18.92
20
0
20
0
96
0
54
0
0
0
0
0
0
0
0
0
�i
T-C
Block Wa114-1
0.143
s
4.78
2.70
0
0
0
0
0
0
0
0
2glazing, drlowe
Block Wall 4-1
0.750
0.143
s
sw
25.05
4.78
18.92
2.70
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
Block Wall 4-1 '
0.143
w
4.78
2.70
0
0
0
0
0
0
0
0
2 glazing, dr lowe
2 glazing, dr lowe
0.450
0.450
w
w
15.03
15.03
14.06
14.06
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
2 glazing, dr lowe
2 glazing, dr low-e
11DO
0.750
0.750
0.390
w
w
w
25.05
25.05
13.03
18.92
18.92
11.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11JO
Block Wall4-1
- 0.600
0.143
w
nw
0.00
4.78
0.00
2.70
0
96
0
96
0.
459
0
259
0
0
0
0
0
0
0
0
2 glazing, driowe
2 glazing, dr lowe
0.760
0.760
nw
nw
25.38
25.38
31.82
31.82
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
4A5.2ovd
0.450
rw
15.03
26.80
0
0
0
0
0
0
0
0
C
16C-30al
0.032
-
1.07
1 A0
192
192
205
268
59
59
63
62
F
22A-tpm
1.180
-
39A1
0.00
192
31
1202
0
59
0
0
,
0
6
c) AED excursion
-78
-5
Envelope loss(gain
3583
2277
63
77
12
a) Infiltration
504,
136
0
0
b) Roomventialion
0
0
0
0
13
Internal gains Occupants @ 230
0
0
0
0
ApplianoWother
0
80
Subtotal (Iines6to 13)
4087
2413
63
157
Less e)demal load
0
0
0
0
Lesstransfer
0
0
0
0
Redistribution
0
0
0
0
14
Subtotal
4087
2413
63
157
15
Dudloads
30%
37%1
1227
904
30%
37%
19
59
Total room load
6314
3318
81
215
Air required (dm)
211
133
31
9
Calculations approved bvACCA to meet all requirements of Manual J 8th Ed.
= - vv'rit+Fyhi:maz7ft-- 201 8-Apr-1 0 08:26:25
RlgWSute®Uriversal201818.0.11 RBU25344 Page
ddenoenrials\CureriDocs\YanLyResidenoenp Calc=M,18 Front Door faoes:BE
' Right- Job: Yancy Residence
J®Worksheet
AHUI Dater SepL 19, 2017
By. Eric Buchholz
ProCalcs, LLC
P.O. Box882032, Port Saint Lucie, FL 34988 Phone:772-882-5700 Email: tom@procalcsnet Web: www.ProCalcs.Net License: CAC1815284 R11N#0105474
1
Room name
MW IC
LIVING
2
3
Fxiposedvvell
Room height
0 it
8.0 it heaU000l
22-0 It
8.0 it heafl000l
4
5
Room dimensions
Room area '
1.0 x 92.4 1t
92.4 IF
1.0 . x 316.5 ft
316.5 tF
Ty
Construction
number
U-value
(fthA -T)
Or
HTM
(BtuhfiM
Area
or perimeter (II)
(Bluh)
Areaftt��Load
(>t)
(BWh)
Heat
Coal
Gross
N/P/S
Heat
Cool
Gross
WPM
Heat
Cod
6
Block WWI 4-1
4A5-2ovd
Block Wall 4-1
0.143
0.450
0.143
n`
.. n ......
ne
4.78
_ 15.03
4.78
2.70
, 12.06
2.10
0
- 0.
0
0
0
0
*0
.0
0
'0
0
0
0
. _ _ 0
0
0
0.
0
0
0
0
0
0
0
W
11
10D-v
2 glazing, dr lowe
Blodk Wall4.1 "
2 glazing, dr law•e
2 glazing, dr lowe
0.450
0.760
0.143
0.760
0.760
ne
ne
e
a
a
15.03
25.38
4.78
25.38
25.38
19.36
31.82
170
19.09
19.09
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
.0
0
0
0
0
.0
0
0
0
0
0
0
0
ESI�--k_�
2 glazing, dr lowe
11J0 ... _ .....- .,
0.760
0.600
a
. _e
25.38
.0.00
19:09
, - 0.00
0
..." ,0
0
,.._ 0
0
_ -0-
0
„_ 0
0
.. -0
0
-.0
0
_ . _"-,0
0
__0
IN
L- G
Block Wall 4-1
2 glazing, dr lowe , ,
Block Wall 4-1
0,143
, , 0.750
0.143
se
.se
s
4.78
25.05
4.78
2.70
-_ 18.92
2.70
0
, , . , , 0
0
0
_ _ 0
0
0
0
0
0
_ , 0
0
176
.., • 21
0
165
21
0
742
516
0
420
390
0
2 glazing, dr lowe ...
9
Block WWI 4-1
.0.750
0.143
. ,s
sw
.25.06
4.78
18.92
2.70
.. 0
0
. 0
0
0
0
.... ... 0
0
... _ .. 0
0
.. _.0
0
0
0
0
0
W
Block VWI4-1
2 glazing, drlowe ,
2 glazing, dr lowe
0.143
Q450
0.450
ink
w
w
4.76
15.03
15.03
2.70
14.06
14.06
,0
0
0
0
0
0
-0
0
0
0
0
0
0
0
0
-0,
0
0
. -0
0
0
0
0
0
2 glazing, dr low2
2 gglazing, dr lowe
11D0
0.750
0.750
0.390
w
w
w
25.05
26.05
13.03
18.92
18.92
11.74
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
W
111.10
Block Wall 4-1
.,_ 0.600
0.143
,w
nw
.0.00
4.78
.0.00
2.70
0
0
0
0
0
0
_,0
0
_. _ . 0
0
_ _ 0
0
. 0
0
0
0
glazing, dr lowe
2 glazing, dr law a
4A5.2oW-
16C-30a1
0.760
0.760
0.450
0.032
nw
rrw
nw
. -
25.38
25.38
15.03
1.07
31.82
31.82
26.80
1 A0
0
0
0
_ . 92
0
0
0
., 92
0
0
0
. '98
0
0
0
129
0
0
0
317
0
0
0
317,
0
0
0
338
0
0
0
442
t2
-G
C
F
22A-tpm
1.180
-
39A1
0.00
92
0
0
0
317
22
867
0
6
c) AED excursion
-10
-84
Envelope loss(gain
99
119
2463
1167
12
a) brfiltration
0
0
364
98
b) Room ventilation
0
0
0
0
13
internal gains: Occupants@ 230
0
0
2
460
Applianceeother
200
900
Subllotal Qines6 to 13)
99
319
2827
2625
Lesse)enralload
0
0
0
0
14
Lesstransler
Redistribution
Subtotal
0
0
99
0
0
319
0
0
2827
0
0
2625
15
Dudioads -
30%
37%
30
119
30%
37%1
848
984
Total room load
AU required (cliin)
128
61
438
181
3675
146
3609
145
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
_ -F--&A- 2018-Apr 100826:25
RigWSdte®Uridersal201818.0.11 RSU25344
Wig'...ddenoelFrecear lslCurrertDocs%YanyResidenp Calc=MJ8 Fror Door..%cesSE Pagel
r- Right-J® Worksheet
AHU2
ProCalcs, LLC
Job: Yancy Residence
Date: SepL 19, 2017
By: ' Eric Buchholz
P.O. Box 882032, Port Saint Lude,FL34988Phone: 772-882-5700 Email: tom@procalcsnetWeb:www.ProCalcs.NstLicense: CAC1815254R11N#0105474
1
Room name
AHU2
COND GARAGE
2
E4iOsed ill
84.7 It
84.7 ft
3
Room height
&0 ft
8.0 ft heat/aool
4
5
Room dimensions
Roan area
628.9 ft2
1.0 x 626.9 ft
626.9 ft'
Ty
Const udion
number
U-value
(Btuhlit3-q
Or
HTM
(Btuhfio
Area (T)
or perimeter (to
Load
(Bhth)
Area (
or perimeter (1t)
Load
(Btuh)
Heat
Cod
Gross
NIPS
Heat
Cool
Gross
NIP/S
Heat
Cod
6
41V
t-G
Block Wall4-1"
0.143
' n
4.78
2.70
84
84
403
228
64
84
403
228
4A5.2ovd _
Block Wall 4-1
0.450
0.143
n
ne
0.00
0.00
0.00
0.00
0.
0
0
0
.0
0
0
0
0
0
0
0
0
0
_0
0
w
11
10D-v
2 glazing, dr lowe
0.450
0.760
ne
ne
0.00
0.00
0.00
0.00
0
0
0
0_
0
0
0
0
0
0
0
0
0
0
0
0
Blodk Wall4-1
2 glazing, dr low•e
2glazing, drlowe
0.143
0.760
0.760
a
a
a
4.78
0.00
0.00
2.70
0.00
0.00
167
0
0
143
0
0
682
0
0
386
0
0
167
0
0
143
0
0
682
0
0
386
0
0
2glazing, drlowe
11J0 .
0.760
0.600
a
e .
0.00
20.04
0.00
18.06
0
24
0
24
0
_ .481
0
433
0
24
0
_ 24
0
_. 481
0
" 433
Block Wall 4-1
2 glazing, drlowe
Block Wall 4-1
0.143
0.750
0.143
se
se
s
0.00
0.00
4.78
0.00
0.00
2.10
0
_ 0
228
0
0
228
0
0
1088
0
0
616
0
0
228
0
0
228
0
0
1088
0
0
616
4(U
I--G
2glazing, drlawe
Block Wall4-1
0.750
0.143
. s
sw
0.00
0.00
0.00
0.00
0,
0
_ . 0
0
.._ _ . 0
0
.. 0
0
.. 0
0
0
0
0
0
0
0
w
Block Wall41
2 glazing, dr Iowa
2 glazing, dr lowe
0.143
0.450
0.450
w
w
w
4.78
0.00
0.00
" 2.70
0.00
0.00
199
0
0
71
0
0
339
0
0
192
0
0
199
0
0
71
0
0
339
0
0
192
0
0
2 glazing, dr lowe
2 glazing, dr lowe
11DO
0.750
0.750
0.390
w
w
w
0.00
0.00
0.00
0.00
0.00
0.00
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
11JO
Block Wall 4-1
0.600
0.143
w
mw
_ 20.04
0.00
_ 18.06
0.00
128
0
128
0
.. " 2565
0
2312,
0
128
0
128
0
_ 2565
0
2312
0
2glazing,drlowe
2 glazing, drlowe
4A5.2ord
18C-30a1 _ . "
0.760
0.760
0.450
0.032
nw
nw
my
-
0.00
0.00
0.00
1.07
0.00
0.00
0.00
1.40
0
0
0
" 627
0
0
0
627
0
0
0
'670
0
0
0
. " 875
0
0
0
627
0
0
0
827
0
0
0
670
0
0
0
875
C
F
22/-tpm _
1.180
-
39.41
0.00
627
85
3337
0
627
85
3337
0
6
c) AED excursion
0
0
Envelopeloss/gain
9565
5041
9565
5041
12
a) Infittrafion
1401
378
1401
378
b) Roomvenfilafion
0
0
0
0
13
Internal gains: Oc upart>s@ 230
0
0
0
0
Appliancestother
4500
4500
Subtotal Qines6 to 13)
10966
9919
10966
9919
Lem exlemalIoad
0
0
0
0
Lesstransier
0
0
0
0
Redistibufion
0
0
0
0
14
Subtotal
10966
9919
10966
9919
15
Dudloads
180/0
230/6
1920
2273
18%
23%
1920
2273
Total roan load
12888
121931
12886
12193
Air required (dm)
370
370
370
370
Calculations approved byACCA to meet all requirements of Manual J 8th Ed.
4iQ-��_'sab+'+ �" 2018 Apr-10 082625
AN
' ' -' orrr Rlgtt Sdte® Universal 201818.0.11 RSU25344 Page 8
.-sldemelFlrelslCwertDocslYanyResidenoenp Calc=MJB Front Door faces: SE
Job: Yancy Residence
Duct System Summary
Dale: Sept 19, 2017
„s
AHU1 By: Eric Suchhofa
ProCalcs, LLC
P.O. Box882032, Port Saird Lucie, FL 34988 Phone:772-882-5700 Email: tom(d procalrs.ret Web: www.ProCalcs.Net License: CAC1815254 RTIN #0105474
For. Yancy Residence
581 Beach Avenue, Port St. Lucie, FL M952
Extemal static pressure
Pressure losses
Available static -pressure
Supply / return available pressure
Lowest friction rate
Actual airflow
Total effective length (TEL)
Heating
0.70
in H2O
0.28
in H2O
0.42
in H2O
0.263 / 0.157
in H2O
0.061
in/100ft
1367
cfirl
687 ft
S°upply Branch Detail TabFe
Cooling
0.70 in H2O
0.28 in H2O
0.42 in H2O
0.263 / 0.157 in H2O
01061 in/100ft
1367 cfm
Name
Design
(Btuh)
Htg
0M)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(n)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
BATH 2
c 215
3
9
0.205
4.0
Ox 0
MFx
8.5
120.0
stl
BED 2
h 2657
106
67
0.199
6.0
Ox 0
MFx
7.3
125.0
st1
BED2-A
h 2657
105
67
0.137
6.0
Ox0
MFx
17.3
175.0
stl
CMD
c 217
1
9
0.062
4.0
Ox 0
MFx
51.0
375.0
stl C
DINING
c 2008
56
81
0.103
6.0
Ox 0
MFx
29.7
225.0
stl
DINING-B
c 2008
56
81
0.079
6.0
Ox 0,
VIFx
48.1
285.0
st1A
DINING-C
c 2008
56
81
0.086
6.0
Ox0
MFx
41.4
265.0
st1A
DINING-D
c 2008
56
81
0.097
6.0
Ox0
MFx
35.6
235.0
st1A
ENTRY
c 1656
61
67
0.065
-6.0
Ox 0
VIFx
50.2
355.0
stl C
FR KITCHEN
c 1438
29
58
0.119
5.0
Ox 0
MFx
21.2
200.0
stl
FR KITCHEN -A
c 1438
29
58
0.104
5.0
Ox 0
VIFx
23.5
230.0
stl
FRKIrCHEN-B
c 1438
29
58
0.123
5.0
Ox0
MFx
18A
195.0
st1
FR KITCHEN•C
c 1438
29
58
0.097
5.0
Ox 0
VIFx
22.6
250.0
stl
LIVING
h 1225
49
48
0.082
4.0
Ox0
VIFx
38.0.
286.0
st1A
LIVING -A
h 1225
49
48
0.089
4.0
Ox0
VIFx
31.0
265.0
st1A
LIVING-B
h 1225
49
48
0.101
4.0
Ox 0
MFx
25.0
235.0
st1A
LNDRY
h 3316
132
90
0.200
7.0
Ox 0
MFx
6.7
125.0
stl
M BATH
h 2608
103
61
0.061
6.0
Ox 0
VIFx
55.7
375.0
stl C
M BED
h 2637
105
45
.0.076
6.0
Ox 0
MFx
52.7
295.0
stl B
M BED•A
h 2637
105
45
0.071
6.0
Ox 0
VIFx
59.3
310.0
stl B
M WIC
c 219
3
9
0.076
4.0
Ox 0
MFx
47.1
300.0
st1 B
M WIC -A
c 219
3
9
0.066
4.0
Ox 0
MFx
45.2
355.0
stl C
OFFICE
h 942
37
33
0.069
4.0
Ox 0
MFx
49.4
330.0
stl B
OFFICE -A
h 942
37
33
0.065
4.0
Ox 0
MFx
55.2
350.0
stl B
RR KITCHEN
c 1036
26
42
0.110
4.0
Ox0
MFx
14.0
225.0
st1
RRWCHEN-A
c 1036
26
42
0.164
5.0
Ox0
MFx
15.5
145.0
st1
RRKITCHEN•B
c 1036
26
42
0.104
4.0
Ox0
MFx
18.5
235.0
st1A
Bold Italic values have been manually overridden
A- warwigh8�aft,
201 8-Apr-10 082628
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AWK..sideme\FinalslCiareriDocs\NtnyResidenoeiup Calc=MJ8 Frond Door faces: SE
Supply Trunk Defiail Table
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(CIM)
Orn)
FR
(fpm)
(in)
(n)
Material
Trunk
st1A
PeakAVF
796
740
0.061
819
14.7
14 x 10
RectFbg'
st1
st1
PeakAVF
1367
1367
0.061
703
18.0
14 x 20
RectFbg
st1B
PeakAVF
455
311
0.061
779
11.9
14 x 6
RectFbg
st1A
st1 C
PeakAVF
168
145
0.061
504
9.2
8 x 6
RectFbg
st1 B
Refiurn Branch Detail Table
Grille
Htg
Clg
TEL
Design
Veloc
Diam
H x W
Stud/Joist
Duct
Name
Size (in)
(cim)
(dm)
M
FR
(fpm)
(in)
(in)
Opening (in)
Mat!
Trunk
rb8
Ox 0
319
179
194.2
0.081
478
15.7
12x 8
RtFg
rt3
rb7
Ox 0
345
562
262.0
0.062
482
19.2
12x 14
RtFg
rt3
rb2
Ox 0
211
133
124.0
0.126
474
7.7
8x 8
RtFg
rt3
rb5
Ox 0
417
426
245.0
0.064
512
18.9
10x 12
RtFg
r12
rb6
Ox 0
75
66
256.0
0.061
299
6.1
6x 6
RtFg
rt2
Return Tj r'170 75 R Detai I bTable
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(cfm)
(dm)
FR
Opm)
(in)
(in)
Material
Trunk
rt3
PeakAVF
875
874
0.062
583
22.7
12 x 18
RectFbg
rt1
rig
PeakAVF
.492
493
0.061
591
20.0
10 x 12
RectFbg
rt1
rt1
PeakAVF
1367
1367
0.061
586
29.3
12 x 28
1 RectFbg
Wdlltallc values have been manually oven
kMl ® I�FTLSd 2018-Apr-10 0826:28
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AMN...sidenoeFialskCwertDom%NancyResidenoejw Calc=MJ8 Frorl Door faces: SE
` 1 ° ., � Duct System Summary
INN
ProCalcs, LLC
Job: Yancy Residence
Date: Sept 19, 2017
By. Eric Buchholz
P.O. Box882032, Port Saint Lude, FL 34988 Phone:772-882-5700 Email: tom@procalcs.net Web: www.ProCalcs.Net Licerse: CAC1815254 RTIN40105474
For. Yancy Residence
581 Beach Avenue, Port St. Lucie, FL 34952
Extemal static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest fiction rate
Actual airflow
Total effective length (TEL)
Heating
0 in H2O
0 in H2O
0 in H2O
0.000 / 0.000 in H2O
0 in/100ft
370 cim.
0. ft
Sup,�plry Branch Detail Table
Cooling
0 in H2O
0 in H2O
0 in H2O
0.000 / 0.000 in H2O
0 in/100ft
370 cfm
Name
Design
(Btuh)
Htg
Pm)
Clg
(cfm)
Design
FIR
Diam
(in)
H x W
(in)
Duct
Mati
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
COND GARAGE -A
c 12193
370
370
0
0
Ox 0
VIFx
0
0
Return Branch Detail Table
Name
Grille
Size (in)
Htg
(dm)
Clg
(cfm)
TEL
(ft)
Design
FIR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Matl
Trunk
rb1
Ox 0
370
370
0
0
0
0
Ox 0
VIFx
2016 r-10 0826:28
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=K...sideraelFinalstCurertDocs\YancyResidenoenp Calc=MJ8 Frord Door faces: SE
Static Pressure and Friction Rate
Job: Yancy Residence
;,� ""��;�I����� ` Date: Sept 19, 2017
�4rai0:1 0 `!�u WAIL ..n'.. AHUI - By: Eric Buchholz.
ProCalcs, LLC
j P.O. Box 882032, Port SalrtLuie, FL 34988 Phom:772-882-5700 Email: tom@procalcsmat Web: www.ProCalcs.Net Licerse: CAC1815264 RTIN#6105474
For: Yancy Residence
581 Beads Avenue, Port St Lucie, FL 34952
Available Static Pressure
Heating
Cooling
(in H2O)
(in H2O)
External static pressure
0.70
0.70
Pressure losses
Coil
0.04
0.04
Heat exchanger
0
0
Supply diffusers
0.03
0.03
Return grilles
0.03
0.63
Filter/.
0.15
0.15
Humidifier
0
0
Balancing damper
0.03
0.03
Other device
0
0
Available static pressure 0.42 - 0.42
Total I Effective Length
Supply
Return
Measured length of run -out
14
3
Measured length of trunk
42
59
Equivalent length of fittings
375
195
Total length
431
256
Total effective length
687
Supply Ducts
Return Ducts
Friction Rate
Heating
(in/100ft)
0.061 OK
0.061 OK
Cooling
(in/1 ON)
0.061 OK
0.051 OK
Supply 2B0=20, 4W=35,11G=5,11G=5, 2B1=30, 2B0=20,12Q1=10, 2B1=30, 2B0--20,12Q2=5, 2B1=30, 2B2=35,
USR1=130: TotalEL=375
Return 6M=20, 6A5=75, 6AB-25, 8E=10, 5A=40, 6AB--25: TotalEL=196
2018•Apr-10082628
- Rig" ite®Uriversal2018i8.0.i1 RSU25344
Page 1
N...sidencennalstCurertDocsXNbncrResidencajW Calc=MJ8 Fror2Door faces: SE
Job: Yancy Residence
�j Static Pressure and Friction Rate
Date: Sept 19, 2017
<-:wua+�,llt�ucui8rs.n: Al7l/� U2 By. Eric Buchholz
ProCalcs, LLC
P.O. Box882032, Port Saint Lurie, FL 34988 Phone:772-882-5700 Email: tom@procalcs net Web: wnnv.ProCalcs.Net License: CAC1815254 RTIN#0105474
For. Yancy Residence
681 Beach Avenue, Port St Lucie, FL 34952
Available Static Pressure
Heating
Cooling
(in H2O)
(in H2O)
External static pressure
0
0
Pressurelosses
Coil
0
0
Heat exchanger
0
0
Supply diffusers
0
0
Return grilles.
0
0
Filter
0
0
Humidifier
0
0
Balancing damper
0
0
Other device
0
0
Available static pressure ,
Total I EK c—U. 0051 Length
supply Retum
(ft) (ft)
Measured length of run -out 0 . 0
Measured length of trunk 0 0
Equivalent length of fittings 0 0
Total length 0 0
Total effective length 0
Supply Duds
Return Ducts
Friction Rate
Heating
(in/100ft)
0 < 0.06
0 < 0.06 .
Fit'ting E:guival.ent ffle"Mcfft hi'l Details
supply. _
Return TotalEL=0
Cooling
(in/100ft)
0 < 0.06
0 < 0.06
i
wrtrP¢ightsay 2018•Apr-1008:25:28
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Page 2
AGCN...sidencenrials%CurrertDocs\YancyResidence.np Calc=MJ8 Front Door faces: SE
;� Planning & Development Services Department RECEIVED
Building &Code Regulations Division
2300 Virginia Avenue, Fort Pierce, FL 34982 — (772) 46 -1553 AUG ®g ZOO$
Certification for Design Load Compliance ST, Lucia Geunty, Permitting
Project Name: Yancy Residence
Project Address: 581 Beach Avenue
Permit #:
Port St. Lucie, Florida
Occupancy Type: R-3 Construction Type: 1 - B
INSTRUCTIONS FOR USE:
• This certification must be completed, signed, and sealed by the design professional of record.
• Submit (2) copies for residential, (3) copies for commercial with all permit applications involving the following:
o New Residences (single or multi -family)
o Residential Addition
o Any accessory structure requiring a building permit
o Any non-residential structure.
* Note: Form not required for interior renovations provided that no exterior structural elements are affected and
certain minor building permits at the discretion of the local building official. Contact the # above for questions.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (complete all that apply)
1. DESIGN CODE: Florida Building Code Fifth Edition with 20 14 Supplements using ASCE 7-10
2. Structure Designed as (check one): X Enclosed Partially Enclosed Open
3. Risk Category: _I X II III IV Exposure Category: B X C D
4. Design Wind Velocity' 10(U`n132(ASD) mph X ASD LRFD End Zone Width: 4 ft
5. Mean Roof Height < 15 ft Roof Pitch- 4•5 :12 Parapet: N/A ft
6. Components & Cladding Design Pressures Used: (PSF, based on 10sgft @ 15'MRH, clearly label on all plan openings):
Zone 1: +22/-35 Zone 2: +221-60 Zone 3: +22/-89 Zone 4: +38/-41 Zone 5: +38/-51 Garage: +32/-39
7. Design Loads: Floor: NSA PSF Roof/Dead: 20 PSF Roof/Live: 20 Balcony: N/A PSF
Dock: N/A PSF Deck: N/A PSF Stairs: N/A PSF Fence: N/A PSF Railings: N/A PSF
8. Were Shear Walls Considered For Structure? X Yes Not Applicable Explain Why Not:
9. Is A Continuous Load Path Provided? X Yes Not Applicable Explain Why Not:
10. Design Soil Bearing Pressure: 2,000 PSF Soil Test Reports Submitted? X Yes
DESIGN PROFESSIONAL CERTIFICATION STATEMENT:
I certify that, to the best of my knowledge and belief, the attached plans & specifications have been designed to
comply with the applicable structural portions of the building codes currently adopted and enforced by St. Lucie
County. I also certify that structural elements depicted on these plans provide adequate resistance to the design
forces specified:
Michael A. Lue, P.E. 47520
L
Sign ture, Date, and Seal
Print Name
ML Engineering, Inc
Cert # & Co. Cert Auth.
2030 37th Ave Vero Beach, FL 32960
Company Name & Address
Revised 07/25/2014
File Copy
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit # 1712-0753 .Owners Name Kathleen Yancy Applicant:
Product
Opening Design
Pressures
Product Rated
Design Pressure
Manufacturer
Model Number
Product Approval
Number
Glass
Type
Method of Attachment's
Windows Casement
+36 / -39
+70 / -70.1
PGT
Series "CA-740"
NOA # 17-0614.14
1
See attached NOA ;a
Casement/Fixed
+36 / -39
+55.6 / -55.6
PGT
Series "CA-740"
NOA # 17-0614.14
1
See attached NOA
Awning
+38 / -51
+70 / -90
PGT
Series "AW-740"
NOA # 17-0614.20
1
See attached NOA
Mullions
+36 / -39
+160 / -160
PGT
Series "PGT"
NOA # 16-0218.03
N/A
See attached NOA
Fixed Glass
N/A
Not included in project
Q1^�;MS
N/A
Not included in project
SkylightsN/A
Not included in project
Sliding Glass Doors
+34 / -43
+46.67 / -130
PGT
Series "770-HP"
NOA # 17-0420.13
G4
See attached NOA
Swing Type Doors
+34 / -43
+67 / -67
ThermaTru
Smooth Star
FL-5891.2 &
FL-5891.5
N/A
See attached NOA
French Doors
+34 / -37
+70 / -80
PGT
Series "FD-750"
NOA # 16-0629.16
A
See attached NOA
Garage Doors
+32 / -39
+46 / -52
Clopay
Modern Steel 9208
NOA # 16-0607.10
A
See attached NOA
Hurricane Protection
N/A
Not included in project
Roof Ventilation
CertainTeed
12" Unfiltered
NOA# 15-0831.06 .
N/A
See attached NOA
Roofing Material
CertainTeed
NOA# 16-1109.18
N/A
See attached NOA
ems.
I have reviewed the above components or cladding and I have app®O_W�
the wind loads and forces specified by current code provisions. v
0'
Name: ML ENGINEERING Signature:
Design prof: MICHAEL A. LUE Cert. No'•
ro s j i` striJM. These products provide adequate resistance tory
ate:
7-17-18
seal
crs+e''
Planning & Development Services Department
Building & Regulations Division
Product Review Affidavit
Building Permit # 1712-0753 Owners Name Kathleen Yancy Applicant:
Underlayment I i I CertainTeed I Roofers Select I NOA# 14-1028.02 1 N/A I See attached NOA
I have reviewed the above components or cladding and I have app .6a7tb9ir use in; is s care. These products provide adequate resistance to
the wind loads and forces specified by current code provisions. • — ' °
_ o
Name: ML ENGINEERING Signature: O o seal
Design Prof.- MICHAEL A. LUE Cert.�Ic� 4�t�2 \�. ° C?� � Date: 7-17-18
sStnNA�- 5��
OMB No.166"00g30, 2018
i Date -
Expiration Date: November
U.S. DEPARTMENT Oa a9 men9 n MELJAND yCURITY
Federal Emergency
National Flood Insurance Program �ATION CER�iIFICATE
ELF es 1 9. owner.
Important: Follow the instructions on pa9 3 building
bopy all pages of this Elevation Certificate and all attachments for (1) oommun'dy official, (2)
insurance agenticompany, and ( )
FOR INSURANCE COMPANY USE
SECTION A — PROPERTY INFORMATIONPolicy Number:
A1. Building Owners Name Herbert & Kathleen Yancy
A2. Building Street Address (including Apt, Unit, Suite, andlor Bldg. No.) or P.O. Route and
Box No. 581 Beach Ave.
City
port Saint Lucie
State Florida
Company NAIC Number
ZIP Code
34952
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Lr�319ion. etc.)
3421-1140)000-2 together with
2�
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, etc.)
Residential
A5. Latitude/Longitude: Lat
27 2Y 02-T Long. 080 20' 03.0' Horizontal Datum: ❑ NAD 1927 © NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1A
A8. For a building with a crawlspace or enclosure(s):
a) Square footage of crawlspace or enclosure(s) NIA sq ft
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade NIA
c) Total net area of flood openings in A8.b NIA sq in
d) Engineered flood openings? ❑ Yes [n No
A9. For a building with an attached garage:
a) Square footage of attached garage
627 sq It
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade none
c) Total net area of flood openings in A9.b none sq in
d) Engineered flood openings? ❑ Yes ® No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number B2. County Name B3. State
St Lucie County 120285 Saint Lucie Florida
B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood B9. Base Flood Elevation(s)/,
Number Date Effective/ Zone(s) (Zone AO, use Base Flo
Revised Date X X =NIA
0280 February 16, 2012 AE-6 AE-6 = 6
B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9:
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 139: ❑ NGVD 1929 ® NAVD 1988 ❑
B12. Is the building located in a Coastal. Barrier Resources System (CBRS) area or
Designation Date: NIA
❑ CBRS ❑ OPA
FEMA Form 086-0-33 (7/15) Replaces all previous editions.
�, k,
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number.
581 Beach Ave.
City State ZIP Code
Company NAIC Number
Port Saint Lucie Florida 34952
SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ® Construction Drawings` ❑ Building Under Construction` ❑ Finished Construction
'A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1 V30, V (with BFE), AR, ARIA, AR/AE, AR/A1—A30, AR/AH, AR/AO.
Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: SLNF BM2 Vertical Datum: NAVD 1988 (elevation of 6.29 feet)
Indicate elevation datum used for the elevations in items a) through h) below.
❑ NGVD 1929 0 NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.20 ® feet ❑ meters
b) Top of the next higher floor N/A ❑ feet ❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only) NIA ❑ feet ❑ meters
d) Attached garage (top of slab) 8.87 ® feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building g 20 (air conditioner) ®feet ❑meters
(Describe type of equipment and location in Comments)
f) Lowest adjacent (finished) grade next to building (LAG) 8.7 ® feet ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 8.8 ® feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including 8.87 ® feet ❑ meters
structural support
SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information on this CerfiFicate represents my best efforts to interpret the data available. I understand that any false
statement maybe punishable by fine or imprisonment under 18 U.S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments.
Certifier's Name License Number
Herbert E. Yancy, PSM LS4274
-
Title
Professional Surveyor & Mapper
? _, 'o
Company Name_-
Yancy & Inc.Scia
crew,
•
; ��� �\
Address
4217 Sunrise Blvd.
--
City State ZIP Code
Fort Pierce Florida 34982
Signature Date Telephone Ext
December 20, 2017 772-519-6398 N/A
Copy all paids of this Elevation Ce rate and chments for (1) community official, (2) insurance agent/company, and (3) building owner.
Comments (including type of eq ment a Vcation, per C2(e), if applicable)
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of b
U.S. DEPARTMENT OF HOMELAND SECURITY OMB No.1660-0008
Federal Emergency Management Agency Expiration Date: November 30, 2018
National Flood Insurance Program
ELEVATION CERTIFICATE
Important: Follow the instructions on pages 1-9.
r
Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/oompany, and (3) building owner.
SECTION A — PROPERTY INFORMATION
FOR INSURANCE COMPANY USE
Al. Building Owner's Name
Policy Number.
Herbert &Kathleen Yancy
A2. Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and
Company NAIC Number
Box No. 581 Beach Ave.
city Port Saint Lucie State ZIP Code
Florida 34952
A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.)
3421-114-0000.000-2 togetherwilh 3419-510-0231-000-9
A4. Building Use (e.g., Residential, Non -Residential, Addition, Accessory, eta) Residential
A5. Latitude/Longitude: Lat 27 20' 02.5° Long. 080 20' 03.0' Horizontal Datum: ❑ NAD 1927 © NAD 1983
A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance.
A7. Building Diagram Number 1A
A8. For a building with a crawlspace or enclosune(s):
a) Square footage of crawlspace or enclosure(s) WA sq It
b) Number of permanent flood openings in the crawlspace or enclosure(s) within 1.0 foot above adjacent grade WA
c) Total net area of flood openings in A8.b WA sq in
d) Engineered flood openings? ❑ Yes A No
A9. For a building with an attached garage:
a) Square footage of attached garage 627 sq It
b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade none
c) Total net area of flood openings in A9.b none sq in
d) Engineered flood openings? ❑ Yes ® No
SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION
B1. NFIP Community Name & Community Number
B2. County Name
B3. State
St Lucie County 120285
Saint Lucie
Florida
B4. Map/Panel
B5. Suffix
B6. FIRM Index
B7. FIRM Panel
B8. Flood
B9. Base Flood Elevation(s)
Number
Data
Effective/
Zone(s)
(Zone AO, use Base Flood Depth)
Revised Date
x
x = N/A
0280
�
February 16, 2012
AE-6
AE-6 = 6
1310. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item 139:
❑ FIS Profile ® FIRM ❑ Community Determined ❑ Other/Source:
B11. Indicate elevation datum used for BFE in Item 69: ❑ NGVD 1929 ® NAVD 1988 ❑ Other/Source:
B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? ❑ Yes ® No
Designation Date: WA ❑ CBRS ❑ OPA
FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6
ELEVATION CERTIFICATE
OMB No. 1660-0008
Expiration Date: November 30, 2018
IMPORTANT: In these spaces, copy the corresponding information from Section A.
FOR INSURANCE COMPANY USE
Building Street Address (including Apt, Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No.
Policy Number.
581 Beach Ave.
City State ZIP Code
Company NAIC Number
Port Saint Lucie Florida 34952
SECTION C - BUILDING ELEVATION INFORMATION (SURVEY REQUIRED)
C1. Building elevations are based on: ®Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction
*A new Elevation Certificate will be required when construction of the building is complete.
C2. Elevations - Zones Al-A30, AE, AH, A (with BFE), VE, V1--V30, V (with BFE), AR, AR/A, ARIAS, AR/A1-430, AR/AH, AR/AO.
Complete Items C2.a-h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters.
Benchmark Utilized: SLNF BM2 Vertical Datum: NAVD 1988 (elevation of 6.29 feet)
Indicate elevation datum used for the elevations in items a) through h) below.
❑ NGVD 1929 © NAVD 1988 ❑ Other/Source:
Datum used for building elevations must be the same as that used for the BFE.
Check the measurement used.
a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9.20 ® feet ❑ meters
b) Top of the next higher floor NIA ❑ feet ❑ meters
c) Bottom of the lowest horizontal structural member (V Zones only) NIA ❑ feet ❑ meters
d) Attached garage (top of slab) 8.87 ® feet ❑ meters
e) Lowest elevation of machinery or equipment servicing the building d i 20 (air conditioner)
9.) ® feet ❑ meters
(Describe type of equipment and location in Comments)
7
0Lowest adjacent (finished) grade next to building (LAG) 8.® feet ❑ meters
g) Highest adjacent (finished) grade next to building (HAG) 8.8 ® feet ❑ meters
h) Lowest adjacent grade at lowest elevation of deck or stairs, including
8.87 ® feet ❑ meters
structural support
SECTION D - SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION
This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information.
I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false
statement may be punishable by fine orimprisonment under 18 U. S. Code, Section 1001.
Were latitude and longitude in Section A provided by a licensed land surveyor? ® Yes ❑ No ❑ Check here if attachments.
Certifier's Name License Number
Herbert E. Yancy, PSM LS4274
-
, .y ;�"Sim,r
Title
Professional Surveyor & Mapper
Company Name
Yancy & crew, Inc.
- r = Jul
1
Address
4217 Sunrise Blvd.
City State ZIP Code
Fort Pierce Florida 34982
Signature Date Telephone Ext.
December 20, 2017 772-519-6398 N/A
Copy all pa s of this evation rcate an attachments for (1) community official, (2) insurance agent/oompany, and (3) building owner.
Comments (including type of eVpmeFTt arldlocation, per C2(e), if applicable)
FEMA Form 086-0-33 (7115) Replaces all previous editions. Form Page 2 of 6