HomeMy WebLinkAboutEngineering,subsoil investigation report RECEIVED
FEB 2 2 2018
ST. Lucie County, Permitting
Subsoil Investigation Rep Fort
prepared by:
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ederal
I iij,� & TESTING INC. www.fed-eng.com
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Client. Linda Boller
Contact: Linda Boller
Address: 7701 Silver Oak Drive
Port Saint Lucie,FL 34952
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Project. Proposed Residence
Address: Lot just N.of 5910 Yucca Drive
= Fort Pierce,FL 34982
Date: Tuesday,January 23,2018
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File COPY
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{ 'e'otechnical Materials Testing Inspections Environmental
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Phone 954.784-2941
ed eral 800-848-1919
8 TESTING INC. Fax 954-78417875
250 SW 131h Ave Pompano Beach,FL 33069 fed-engl com
Table of Contents
Client Information ----------------------------------------------------------- pg. 1
Project. Information ------=------------------—-------------------------------------- pg. 1 1
General Soil Descriptions -------------------------------------------------- pg. I
Foundation Recommendations ----------------------—----------—------------------ pg 2
Soil Parameters ---------—--------------------------------------------------------- pg. 3
Excavations ----------------------—---------------------------------------- pg. 3
Settlement ------------—-----------—----------—-------------------—--------------- pg. 4
Grading ----=---------------------------------------------------------------------— pg. 4
Appendices —--------------—-------------------------------------------------------- pg. 5
Soil Boring Log(s)
Project Location
Soil Boring Location(s)
Soil Classifications
Sampling Procedures
Limitations of Liability
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For Your Information
Our findings in this report are based on soil conditions encountered in the test bore locations only,proposed structure to
be built,(if available at this stage),Florida Building Code requirements and standard engineering practices.If your report
is preliminary (i.e. vacant land or building to be demolished) additional borings are required within the foot print of the i
proposed structure once the location&layout of the proposed structure is known.
s' Please read this report in its'entirety and follow all recommendations. Failure to do so may result in the permitting
agency (Building Department, etc.) withholding the Certificate of Occupancy. This will cause delays and additional
costs.The Permitting Agency will require a final certification or signing off of the project prior to issuing the Certificate
of Occupancy. All of our recommendations need to be followed to receive a final certification from F.E.T., including.
densities on each lift,demucking verification,piling inspection,etc.,whichever recommendation applies to your project.
Please schedule us at least 24 hours in advance for all tests and inspections. If you choose to use another Engineering,
Firm, you must verify they will provide you with the proper certification in writing, as outlined in our report. Our firm;
will only provide a certification letter if it has verified all work as recommended in our report.
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MIAMFQADE
Construction Material American Concrete Miami Dade Florida Departments
Engineering Council Institute County of Transportafion
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Phone 954-784.2941
ederal
800-848�I 1919
Fax 954-784 7875
&TESTING INC.
250 SW 13th Ave Pom ano Beach,FL 33069 fed-eng.Com
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Tuesday,January 23,2018 Job Order Number 18SBO40
Linda Boller
7701 Silver Oak Drive
Port Saint Lucie,FL 34952
Attn.: Linda Boller
RE: Subsoil Investigation
Proposed Residence
Lot just N.of 5910 Yucca Drive
Fort Pierce,FL 34982
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Dear Sirs:
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Pursuant to your request,Federal Engineering&Testing,Inc.has completed a subsoil investigation on 01/18/2018 at the
above referenced site. The purpose of our investigation was to verify subsoil conditions relative to foundation
preparation and design.
A total of one(1) SPT boring was performed according to ASTM D-1586 drilled down to a depth of twenty feet (20)1 and
two (2)DCP borings were performed according to ASTM D-6951 drilled down to a depth of fifteen feet(15)below the
existing ground surface.(See attached field sketch for locations).The following is a general description of soil stratas for
the subject site:
Depth Desciiption:of Soils
From To
0" 4" Topsoil&Vegetation
4" 4' Light Brown Sand
4' 8' Brown Sand
8' 20' Pale Brown Sand
Groundwater table elevation was measured immediately at the completion of each boring and was found at an average.
depth of two (2) feet below existing ground surface. Fluctuation in water level should be anticipated due to seasonal
variations and run off as well as varying ground elevation, construction dewatering and pumping activities in the area.
Site contractor must familiarize himself with site conditions in the event groundwater controls and dewatering is needed.,
Surface flooding may result under hurricane conditions and should be taken into consideration in the design ofl the
project.The contractor shall make sure that groundwater levels on adjacent properties are not affected by the contractors
dewatering activities. Specialty groundwater contractors shall be consulted for all work below the groundwater level.
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Tuesday,January 23,2018
Lot just N.of 5910 Yucca Drive
Fort Pierce,FL 34982
Page 2
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The boring log(s) attached present a detailed description of the soils encountered at each location. The soil stratification.
shown on the boring log(s) is,based on the examination of the recovered soil samples and interpretation of the driller's
field log(s). It indicates only,the approximate boundaries between soil types. The actual transitions between adjacent
soil types may be gradual.
From a geotechnical engineering perspective,the site is suitable for the construction of the proposed structure,provided;
that the surface sand layers are compacted in place and proof rolled. Localized areas of loose materials, if present, will
become evident during site clearing,grubbing and proof rolling,and must be removed prior to filling operations.
Based on our understanding of the proposed structure and the information obtained from our field boring log(s); we
recommend the following procedures for foundation design:
1) Strip the entire footings and building construction areas plus five(5) feet past the outer perimeter of topsoil and
ground vegetation (when encountered) down to clean granular material. Any underground structures, utility
lines, root systems and drainage trenches, etc. must be removed in their entirety from beneath the proposed
construction areas. The city arborists should be contacted prior to any land clearing to verify compliance with
any local codes.
2) Saturate and compact all construction areas with a heavy self propelled vibratory roller to a minimum of 95%of
the ASTM D-1557 modified proctor method. Make a minimum of ten (10) passes with the roller in each
direction.
3) Care should be taken when using vibration in case of existing structures in the vicinity of the construction area.
If vibration cannot be used for compaction, static compaction may be applied. However, in this case, the
compacted layer should not exceed 6 inches in thickness.
4) Backfill construction areas to proper elevation if needed using a clean granular material placed in lifts not to
exceed twelve(12)inches in thickness and compacted as per item 2.
r\ 5) Representative samples of the on-site and proposed fill material should be collected and tested to determine the
classification and compaction characteristics.
6) All construction fill ,material above the water table shall be clean granular soil, free of organics or other
deleterious material, and shall contain no more than twelve(12)percent fines passing a U.S. Standard No. 200 i
sieve(0.075mm)and have a Unified Soil Classification(USCS)designation of GP,GW, GP-GM, GW-GM, SP
or SW. No particle size greater than three(3)inches shall be used in the top 12 inches of the building pad.
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7) Fill Material below the water table shall be washed free draining gravel such as FDOT No. 57 stone or
equivalent to about 12 inches above the water table unless dewatering is used. When dewatering is used,fill
material shall be clean granular soil, free of organics or other deleterious material, and shall contain no ore
than twelve(12)perc i nt fines passing a U.S. Standard No. 200 sieve(0.075mm).
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Tuesday,January 23,2018
Lot just N.of 5910 Yucca Drive
Fort Pierce,FL 34982
Page 3
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8) Verify all densification procedures by taking an adequate number of field density tests in each layer of
compacted material. Density tests shall be performed on the slab areas, footing areas, interior bearing, wall
footings and column pad footings. This must be scheduled immediately after Tamp and Spray and/or
Compaction,but before Reinforcing Steel Placement.If reinforcing steel is already in-place, it must be removed
from all areas to be tested prior to performing densities.
9) After the installation of any plumbing and electrical piping; we recommend that the disturbed area be
recompacted and additional densities tests be performed to verify proper compaction of the disturbed areas.I
10) All of the above Geotechnical work shall be performed under the supervision of Federal Engineering &
Testing's geotechnical engineer or his representative to verify compliance with our specifications and the
Florida Building Code. Please call us at 954-784-2941 for scheduling.
11) In the event of existing structures, existing footings or proposed drainage lines, provisions shall be made by the
structural engineer and site contractor to protect all footings from undermining and exposure. The geotechnical
engineer shall be notified of these conditions to evaluate the applicability of his recommendations.
opinion that the ro posed struct le be
The above foundation recommendations being achieved and verified; it is ourop p p
designed for a shallow foundation system with a permissible soil bearing pressure not to exceed 2500 P.S.F. Building
pad certification requires satisfactory completion and verification of all the above foundation recommendations.
Slabs placed upon compacted fill maybe designed using a modulus of subgrade reaction value of 200 pci. The following
soil parameters shall be used for retaining wall designs:
- Soil unit weight moist----—----------—_—------------ ---------—_ 110 pcf
- Soil unit weight buoyant----------------------------------------------------------------- 48 pcf
- Angle of internal friction---------------------------------------------------------- 300
- Active Earth pressure coefficient(Ka)--------------------------------------------~--- 0.33
- Passive Earth pressure coefficient K ------------ ---~--------_-----— 3.0
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- Angle of wall friction for steel piles-------------~_-----—-----------—----_---------- 300
- Angle of wall friction for concrete/brick walls---—-----------------------------—• 200
- Angle of wall friction for uncoated steel---------------------------------------------~ 150
Excavations shall not extend within one (1) foot of the angle of repose next to existing footings or structures unless;
underpinned. Trenching shall be in compliance with the Florida Building Code, OSHA and Trench Safety Act!
requirements. Shorings shall be designed and inspected by a Florida licensed professional engineer. ,I
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Tuesday,January 23,2018'
Lot just N.of 5910 Yucca Drive
Fort Pierce,FL 34982
Page 4
Provisions shall be made by the architect, engineer of record and contractor to address differential settlements when
tying in new to existing structures. Mixing of different foundation es shall not be used unless provided with
n'P
expansion joints to address differential
p � settlenlent.
Detailed settlement analysis was beyond the scope of this report. Comparing the field test data obtained in!this
exploration with our experience with structures similar to those proposed for this project, the estimated magnitude of
these settlements is 0.5 to 1 inch. Due to the granular nature of the subsurface materials, the foundation settlements
should occur as the loads are applied and should be virtually negligible by the end of the building shell completion.
All outside ground surfaces must be sloped away from the structure to avoid water accumulation and ponding. All;rain
waters shall be discharged away from all building foundations. Verify all water,sewer,plumbing,sprinkler and drainage
lines are properly functioning with no leaks in the vicinity of the foundation.
Regardless of the thoroughness of a geotechnical exploration, there is always the possibility that conditions may be
different from those of the test locations; therefore,Federal Engineering& Testing, Inc. does not guarantee any subsoil
condition between the bore test holes. A site plan showing the location of the proposed structure was not provided at the
time the soil borings were performed. Once pl
ans and specifications have been finalized and g n drawn Federal En 'neerin p P sP ,
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& Testing, Inc. shall be provided a co of the finalized plans and specifications for review. For g p PY p p a more accurate
portrayal of subsurface conditions, the site contractor should perform test pits. If different conditions are encountered,
Federal Engineering&Testing Inc., shall be notified to review the findings and make any recommendations as needed.
In accepting this report the client understands that all data from the soil borings is intended for foundation analysis only
and is not to be used for excavating, backfilling or pricing estimates. The site contractor must familiarize themselves
with the job site conditions.
Environmental analysis of the soil materials is not part of the scope of services. If environmental analysis of the soils is
required, we can provide a proposal for performing an environmental analysis of the soil materials. For Environmental-
due diligence,a Phase I and/or Phase lI Environmental Site Assessment is recommended.
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As a mutual protection to clients, the public and ourselves, all reports are submitted as the confidential property of
clients, and authorization for publication of statements, conclusions or extracts from or regarding our reports is reserved
pending our written approval.
Federal Engineering & Testing, Inc. appreciates the opportunity to be of service to you at this phase of your project.
Please feel free to contact us if we may be of further service to you.
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Sincerely, X ��J ,N
Keith LeBlanc,P.E�
Federal Engineerina4isting,Inc ;jr =
STATE OF
-
Florida Reg.No. 5M40'`, ;[L
Certificate of.Authori!,;# # WD
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Phone 954-784-2941
jed:eral 800-848=1919
& TESTING INC. Fax 954-7847875
250 SW 13th Ave Pompano Beach,Fl.33069 fed-eng.com
SPT Test Boring Report
Client: Linda Boller Date of Test: January 18,2018
Project: Proposed Residence Hole No.: B-1
Address: Lot just N.of 5910 Yucca Drive Location: See Attached Drawing'I
Fort Pierce,FL 34982
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Depth(FT) Soil Descriptions Hammer Blows "N"
1 0"-4" Topsoil&Vegetation 4 3
7 �
3 4"-4' Light Brown Sand 6 6
12 4 6 5
5 4'-8' Brown Sand 8 8 19
6 11 10
7 9 7 15
8 8 12
9 11 10 22
10 12 10
11 A A A
12 A A
13 A A
14 8'-20' Pale Brown Sand A A p'
15 8 9 20
16 11 12
17 A A A
18 A A
19 A A A
20 A A
21
22
23
24
25
26
27
28
29
30
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Water Level: 11
0" Below Land Surface
A=Auger
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Phone 954-784-2941
Oe -d-ieral 800-84$-1919
8 TESTING INC. Fax 954=784.7875
_ 250.SW 13th Ave Pompano Such,FL 33069 fed-eno.COn1
Test Boring Report
Client: Linda Boller Date of Test: January 18,2018
Project: Proposed Residence Hole No.: B-2
Address: Lot just N.of 5910 Yucca Drive Location: See Attached Drawing
Fort Pierce,FL 3,4982
Depth(FT) Soil Descriptions Hammer Blows "N"
1 0"-8" Topsoil&Vegetation 6 5 10
2 8"-3' Light Brown Sand 5 7
3 10 8 17
4 3'-6' Dark Brown Sand with Traces of Roots 9 11
5 8 6 13
6 7 9
7 6'-9' Brown Sand 10 7
15
8 8 11
9 10 9 19
10 10 11
11 10 10 23
12 9'- 15' Light Brown Sand 13 12
13 15 10 20
14 10 12
15 12 11
16
17
18
19
20
21
.22
23
24
25
26
27
28
29
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30
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Water.Level: 310" Below Land Surface
A=Auger
edera Phone 954-784-2941
800-848-1919
[A&TESTING INC. Fax 954-784-7875
_ 250 SW 13th Ave Pompano Beach,FL 33069 fed-eng.C®m
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Test Boring Report
Client: Linda Boller Date of Test: January 18;2018
Project: Proposed Residence Hole No.: B-3
Address: Lot just N.of 5910 Yucca Drive Location: See Attached Drawing
Fort Pierce,FL 34982
Depth(FT) Soil Descriptions Hammer Blows "N"
1 0"-2' Dark Brown Sand 5 3
2 2'-3' Light Gray Sand 4 6 7
3 3'-4' Dark Gray-Sand 7 5
11
4 6 8
5 4'-7' Brown Sand 11 7
6 8 10 15
7 9 6 12
8 6 7
9 8 9 19
10 10 9
11 T- 15' Light Brown Sand 12 10
12 12 13 22
13 12 8 18
14 10 11
15 15 12
16
17 j
18
19
20
21
;( 22
23
24
25
26
27
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28
29
30
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Water Level: 314" Below Land Surface
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Client: Linda Boller Project: Proposed Residence
Test: Subsoil Investigation Project Address- Lotjust N. of 5910 Yucca.Drive I
(Wte map is not i to scale) Fort Pierce,FL 34082
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Soil Boring Location Map
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]Federal Engineering & Testing Inc. 250 SW 13th AVE Pompano Beach,FL 33069(954) 784-2941
Client: Linda Boller Project: Proposed Residence
Test: Subsoil Investigation Project Address: Lot just N.of 5910 Yucca Drive
(site map is no;t to scale) Fort Pierce,FL 34982
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Soil Classifications
'Correlation of Penetration Resistance with Relative Density and Consistency
Dynamic Cone Penetrometer Standard Penetration
Relative Density
Penetrometer Resistance Hammer Blows
0- 10 0-4 Very Loose
11 -25 5-10 Loose
26--45 11 -20 Firm
45-75 21 -30 Very Firm
76-120 31 -50 Dense
> 120. >50 Very Dense
Silts&i__Clay
Dynamic Cone Penetrometer Standard Penetration Relative Density
Penetrometer Resistance Hammer Blows
0-6 0-2 Very Soft
7- 15 3 -5 Soft
16-30 6- 10 Firm,
31 -45 11 - 15 Stiff
46-90 16-30 Very Stiff
91 - 150 31 -50 Hard
Rock Hardness.Description
Soft Rock core crumbles when handled
Medium Can break core with your hands
Moderately Hard Thin.edges of rock core can be broken with fingers
Hard Thin edges of rock core cannot be broken with forgers_
Very Hard Rock core rings when struck with a hammer
$and Quantity modifiers- - Particle Size
Very Slight Trace 0-2% Boulder > 12 in
Slight Trace 2-5 % Cobble 3 - 12 in
Trace 5 - 10% Gravel 4.76 mm-3 in
.Little Trace 10- 15 % Sand 0.074 mm-4.76 mm
Some 15-.30% Silt 0.005 mm-0.'074 mm
With. >30% Clay <0.005 mm
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'Silt-`Clay_Quantity.Modifi_ers._
Slightly Silty/Clayey 0-5%
Silty/Clayey 5-30%
Very Silty/Clayey ; 30-50%
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Drilling & Sampling Procedures
The soil borings were installed in accordance with Standard Penetration Tests_procedures as set forth in ASTM D-1586.
Representative samples were collected utilizing:spilt-barrel techniques in accordance with the procedures set forth in
"Penetration Tests and Spilt-Barrel Sampling of Soil in ASTM D-1586. The following field tests, measurements and
laboratory analysis were performed/collected during the installation of each soil boring.
Penetration Tests
During the sampling procedures, Standard Penetration Tests were performed at five (5) foot intervals to obtain the
standard penetration value (N) of the subsurface soil. The standard penetration value (N) is identified as the number of
blows of a 140-pound hammer falling thirty(30)inches,required to advance the spilt-barrel sampler one(1)foot into the
subsurface soil. The sampler was lower into the bottom of the previously cleaned drill hole and advanced by blows from
the hammer. The.number of blows was recorded for each of the three (3) successive increments of six (6) inches
penetration. The"N"value is obtained by adding the second and third incremental numbers.
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Water Level Measurements
Water Level depths were obtained'during the test boring operations.. In relatively pervious soils, such as sandy soils, the
indicated depths are usually-reliable groundwater levels. Seasonal variations,tidal conditions,temperature; land-use and
recent rainfall conditions may influence the depths to groundwater levels.
Soil Properties/Classification
All samples collected were classified in accordance with the Unified Soil Classification System criteria to determined
soil material properties and compared with published literature of the USDA Soil Conservation Survey.
Ground Surface Elevations
Ground surface elevations have not been provided for the proposed boring locations. 'Therefore,.all references to depth
of the various strata and materials encountered were from existing grade at the time of the drilling operations. j
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Limitations Of Liability
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Warranty Analysis and Recommendations Cont.
We warrant that the services performed by Federal Engineering and Testing, In accepting this report the client understands that all data from the soil boring
Inc.(F.E.T.) are conducted in a manner consistent with the level of'skill and is intended for foundation analysis only and is not to be used.for excavating,
care ordinarily exercised by members of the profession currently practicing backfilling or pricing estimates.In accepting this report the client understands
under similar conditions. No other warranties, expressed or implied, are that all data from the soil boring is intended for foundation analysis only and
made. While the services of F.E.T. are an integral and valuable part of the is not to be used for excavating, backfilling or pricing.estimates. The site
design and construction process, we do not warrant,guarantee,or insure the contractor must familiarize themselves with the job site conditions. Soil
quality or completeness of services or satisfactory performance provided by boring(s) on unmarked vacant property or existing structure(s) to be-
other members of the construction process and/or the construction plans and demolished is considered preliminary with further boring(s)to be performed
specifications which we have not prepared,nor the ultimate,performance of after proposed building pad is staked out.Report recommendations are based
building site materials. As mutual protection to clients, the public and primarily on data from test-borings made at the locations shown on the test
ourselves,all reports are submitted as the confidential property of clients,and boring reports. Soil variations may exist between borings and may not
authorization for publication of statements, conclusions or extracts from or become evident until construction. If variations are then noted,,F.E.T. must
regarding our reports is reserved pending our written approval. Reports are be contacted so that field conditions can be examined and recommendations
not intended for 3rd party use. revised if necessary. The Geotechnical report states our understanding as to
the location, dimensions, and structural features proposed of the site. Any
Subsurface Exploration significant changes in the nature,design,or location of the site improvements
Subsurface exploration is normally accomplished by test borings. The soil must be communicated to F.E.T. so that the Geotechnical analysis,
boring log includes sampling information, description of the materials conclusions,and recommendations can be appropriately adjusted.
recovered,approximate depths of boundaries between soil and rock strata and
groundwater data. The log represents conditions specifically at the location
and time the boring was made. The boundaries between different soil strata Construction Observations
are indicated at specific depths;however,these depths are in fact approximate Construction observation and testing is an important element of Geotec}mical
and dependent upon the frequency of sampling. The transitions between soil services. The Geotechnical Engineer's Field Representative(Field Rep.)is the
stratum are often gradual. Water level readings are made at the time the "owner's representative" observing the work of the contractor,!performing
boring was performed and can change with time,precipitation,canal levels, tests,and reporting data from such tests and observations. The Geotechnical
local well drawdown,and other factors.Regardless of the thoroughness of a Engineer's Field Representative does not direct the contractor's'construction
Geotechnical exploration there is always a.possibility that conditions may be means,methods,,operations,or personnel. The Field Rep. does not interfere
different from those of the test locations;therefore F.E.T.does not guarantee with the relationship between the owner and the contractor,and 'except as an
any subsoil condition surrounding the bore test holes. For a more accurate observer,does not become a substitute owner on site. The Field Rep.is only
portrayal of subsurface conditions, the site contractor should perform tests collecting data for our Engineer to review.The Field Rep. is responsible for
pits. If different conditions are encountered,F.E.T.shall be notified to review his/her safety only,but has no responsibility for the safety of other personnel
the findings and make any recommendations as needed, and/or the general public at the site. If the Field Rep.does not'feel that the
site is offering a safe environment for Mm/her,the Field Rep.will stop his/her
" observation/testing until he/she deems the site is safe. The Field Rep, is an
important member of a team whose responsibility is to observe Ithe test and
Laboratory and Field Tests work being done and report to the client whether that work is being carried
Tests are,performed in accordance with specific ASTM Standards unless out in general conformance with the plans and specifications.
othenvise indicated. All criteria included in a given ASTM Standard are not
always required and performed. Each test report indicates the measurements
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and determinations actually made.
Limitations of Report
Ownership of Tests/Reports Federal Engineering&Testing,Inc.shall have no liability,in contract,tort or
All test results and/or reports prepared by F.E.T.pursuant to this agreement otherwise, for any inaccuracy,defect, or omission in interpreting this report
and/or Addendum(s) thereto, shall remain the property of F.E.T. until all and shall not in any event have any liability for lost profits or any other
monies due and owing to F.E.T. under this Agreement and/or Addendum(s) indirect,special,-incidental,consequential,exemplary or punitive damages.In
thereto,are paid in full. the event of future conflict between owners and contractors.the following
applies: F.E.T:(s) legal and/or company representation and preparation 'for
Analysis and Recommendations representation fees will be billed on an hourly'rate, i.e. deposition, expert
The Geotechnical report is prepared primarily to aid in the design of site work witness, etc. F.E.T. has no obligation to amend its conclusions or
and structural foundations. Although the information in the report is expected recommendations after the date of this report.Any alterations oil,changes.inthe location of the project should be brought to our attention atlthe earliest
to be sufficient for these purposes,it is nok intended to determine the cost of
convenience for review and applicability of this report.
construction or to stand alone as construction'specifications.
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Phone 954.784-2941
ederal800.848-1919
L & TESTING INC. Fax 954.784-7875
250 SW 13th Ave Pompano Beach,FL*69 fed-eng co' m
Partial List of Services
Geotechnical Engineering Services
Soil/Aggregate Tests Field Inspection Services Asphalt Services
Soil Borings Fill &Quality Control Inspections Backscatter Density Tests
Density.Compaction Tests Demucking Inspections Extractions&Gradations
Grain Size Analysis Building Inspections Marshall Limits
Moisture Contents Pile Driving Inspections Bulk Specific Gravity
Soil Classifications Pile Load Tests Cores for Thickness Determination
Limerock Bearing Ratios Steel Inspection Asphalt Pavement Monitoring
Florida Bearing Values Threshold Inspection Asphalt Assessment
Specific Gravity Bolt Inspection
Carbonate Analysis Weld Inspection Concrete Tests.
Hydraulic Conductivity Vibration Monitoring Concrete Strength Testing
Organic Contents Slump Tests
L.A.Abrasion Geotechnical Engineering Windsor Probe Testing
Foundation Engineering Schmidt Hammer Testing
QC M Inspections Foundation Design&Recommendation Core Testing
Ea Management Subsoil Investigation Air Content
Earthwork Inspections Pile Load Calculations Concrete Unit Weight
QC Concrete Inspections QC Asphalt Inspections Piling Installation Monitoring Flexual Strength Testing
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Environmental Engineering Services
Phase I Site Assessments Phase II Site Assessments Lead Base Paint Surveys
Site Inspections Phase I Follow up on Contaminated Sites Report and Analysis
Research of Property Records Installation of Monitoring Wells Air Monitoring
Soil Borings
Soil and Ground WaterAnalysis
Roof Testing & Inspection Services
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TAS 105'.Field Fastener Withdrawal Test
c, TAS 106 Tile Uplift Test
TAS 124 Bell Chamber/Bonded Pull Test
TAS 126 Moisture Survey
Windload Calculation
Drainage Calculations
Lightweight Concrete placement Inspection
Roof Assessment/Evaluation
Cap Sheet Inspection
Fastener Spacing Inspection I;
Tile/Shingle/Standing Seam Inspection p t
Base Sheet Installation Inspection
Insurance Mitigation
Retrofit Mitigation/Certification
Roof Drainage Calculations
• }—j i MI®DMADIE
Construction Material American Concrete Miami Dade Florida Department
Engineering Council Institute County of Transportation
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RECEIVED 1� I�/ ~UTI/
FEB 2 2 2018
FORM R405-2014
ST. Lucie
FLORIDA ENERGY EF n ; = OR BUILDING CONSTRUCTION
Florida Department.of Business.and Professional Regulation - Residential Performance Method
Project Name: BOLLER RESIDENCE Builder Name:
Street: 5108 YUCCA DRIVE Permit Office: ST LUCIE COUNTY
City,State,Zip: FORT'PIERCE,FL, Permit Number:
Owner. Jurisdiction:
Design Location: FL,Fort Pierce County: St.Lucie(Florida Climate Zone 2)
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1. New construction ore)asting New(From Plans) 9. Wall Types(2401.8 sgfL) Insulation Area
,;2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.1 2037,80 ft'
b.Frame-Wood,Adjacent R=11.0 364.00 ft'
3. Number of units,If multiple family 1 c.N/A R= ft'
4. Number of Bedrooms 0 d.N/A R= ft'
5. Is this a worst case? No 10.Ceiling Types (1885.0 sgfL) Insulation Area
a.Roof Deck(Unvented) R=20.0 1885.00 ft'
6. Conditioned floor area above grade,(ft') 1885 b.N/A R= ft2
2
Conditioned floor area below grade(ft?) 0 c.N/A R= ft
11.Ducts R f?2
7. Windows(347.0 sqft.) Description Area a.Sup:Attic,Rat:Attic,AH:Attic 6 150;
a. U-Factor. Sgl,U=0.65 235.00 ft2
SHGC: SHGC=0.25
b. U-Factor: Sgl,U=0.67 112.00 ft2 12.Cooling systems kBtu/hr Efficiency
SHGC: SHGC=0.25 a.Central Unit 35A SEER:16.00
c. U-Factor. N/A a ft2
SHGC: 13.Heating systems kBtu/hr Efficiency!
d. U-Factor: N/A ft2 a.Electric Strip Heat 27.0 COP:1.00
SHGC:
Area Weighted Average Overhang Depth: 2.000 ft
Area Weighted Average SHGC: ~� 0.250 14.Hot water systems
8. Floor Types (1885.0 sgft.) Insulation Area a.Electric Cap:40 gallons
a.Slab-On-Grade Edge Insulation R=0.0 1885.00 ft2 EF:0.9801
b. Conservation features
b.N/A R= f:2 None
c.NIA R= ft2
15.Credits None.
Glass/Floor Area: 0.184 Total Proposed Modified Loads: 62.45 PASS
Total Baseline Loads: 65.67 f1�7
I hereby certify that the plans and specifications covered by Review of the plans and
this calculation are in compliance with the Florida Energy specifications covered by this V Fob
Code. calculation indicates compliance y�u,�jR�Op'� '_'.��.�1 s►.
(r with the Florida Energy Code.
fill,l 'h�9r sue':i2';.•`�.`aC::\ '�
„ O
PREPA _ D BY: Before construction is completed
DATE: - - this building will be inspected for
compliance with Section 553.908
1 hereby certify that this building, as designed,is in compliance Florida Statutes.
with the Florida Energy Code. 000 Wr,
OWNER/AGENT• BUILDING OFFICIAL:
DATE: DATE:
- Compliance requires certification by the air handler unit manufacturer that the air handler enclosure qualifies as
certified factory-sealed in accordance with R403.2.2.1.
-Compliance requires an Air;Barrier and Insulation Inspection Checklist in accordance with R402.4.1.1 and starting July 1,2017
ALL PROJECTS require an envelope leakage test report with envelope leakage no greater than 7 ACH50(R402.4.1.2).
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2/6/2018 3:10 PM EnergyGauge@)USA-FlaRes2014 Section R405A.1 Compliant Software Page 1 of 6
FORM R405-2014
� I. PROJECT
Title: BOLLER RESIDENCE Bedrooms: 0 Address Type: Street Address
Building Type: User Conditioned"Area: 1885 Lot#
Owner Name: Total Stories: 1 Block/Su6Division:
#of Units: 1 Worst Case: No PlatBook:
Builder Name: Rotate Angle: 0 Street: 5108 YUCCA.DRIVE
Permit Office: ST LUCIE COUNTY Cross Ventilation: No County. St.Lucie
Jurisdiction: Whole House Fan: No City,State,Zip: FORT PIERCE,
Family Type: Single-family FL, j
i NewlExisting: New(From Plans)
Comment:
CLIMATE
/ Design Temp Int Design Temp Heating Design Daily Temp
V Design Location TMY Site 97.6% 2.5% Winter Summer Degree.Days Moisture Range
FL,Fort Pierce FL VERO_BEACH MUNI 39 90 70 75 299 62 j Low
BLOCKS
Number Name Area Volume
1 Entire House 1885 2.1108.6
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SPACES
Number Name Area Volume Kitchen Occupants Bedrooms InfilID Finished Cooled Heated
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1 MASTERSUITE, 320 3008 No 0 1 Yes Yes Yes
2 M WIC 56 526 No 0 1 Yes Yes Yes
3 M WIC 2 21 197 No 0 1 No Yes Yes
4 M TOILET 24 226 No 0 1 Yes Yes Yes
5 MASTER BATH 126 1184 No 0 1 Yes Yes Yes
6 BEDROOM 2 196 1838 No 0 1 Yes Yes it Yes
7 CLST 2 16 150 No 0. 1 Yes Yes I Yes
8 FOYER 48 547 No 0 1 Yes Yes Yes
9 CLST 3 16 150 No 0 1 Yes Yes Yes
10 BEDROOM 3 196 1838 No 0 1 Yes Yes Yes
11 GREAT ROOM 349 4879 No 0 1 Yes Yes Yes
12 HALL BATH 78 733 No 0 1 No Yes Yes
13 KITCHEN 182 2548 No 0 1 No Yes Yes
14 DINING 185 258..3 No 0 1 Yes Yes Yes
15 LAUNDRY 72 577 No 0 1 Yes Yes Yes
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FLOORS
# Floor Type Space Perimeter Perimeter R-Value Area Joist R-Value Tile Wood Carpet
1 Slab-On-Grade Edge Insulation MASTER SUITE 51.2 ft 0 320 ft2 1 0 0 i
2 Slab-On-:Grade Edge Insulation M WIC 7 ft 0 56 fl2 _, 1 0 0
3Slab-On-Grade Edgei Insulation M W IC 2 1 ft 0 21 ft2 0 0
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2/612018 3:16 PM EnergyGauge®USA-FlaRes2014 Section R405.4.1 Compliant Software. Page 2 of 6
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FORM R405-2014,
FLOORS
# Floor Type Space_ Perimeter Perimeter R-Value _ Area Joist R-Value Tile. Wood Carpet
4 Slab-On=Grade Edge11risulation M TOILET 3 ft 0 24 ftz 1 0 0
5 Slab-On-Grade Edge Insulation MASTER BATH 7 ft 0 126 ft2 1 0 0
6 Slab-On-Grade.Edge;lnsulation BEDROOM 2 28 ft 0 196 ftz __ 1 0 ! 0
7SIab-On=Grade Edge;Insulation CLST 2 5 ft 0 16 ftz 1 0 0
8 Slab-On-Grade Edge Insulation FOYER 8 ft 0 48 ftz 1 0 0
9 Slab-On-Grade Edge Insulation CLST 3 5 ft 0 16 ftz 1 0 0
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10SIab-On Grade Edge Insulation BEDROOM 3 22 ft 0 196 ftz 0 0
I 11SIab-On-Grade Edge Insulation GREAT ROOM 9.9 ft 0 349 ftz 1 0 0
12SIab-On-Grade Edge Insulation HALL BATH 1 ft 0 78 ftz 1 0 i 0
13SIab-On43rade Edge Insulation KITCHEN 1 ft 0 182 ftz 1 0 0
14SIab-On-Grade Edge Insulation DINING 38.2 ft 0 185 ftz 1 0 0
15SIab-On-Grade Edge Insulation LAUNDRY 8ft 0 72 ftz 1 0 0
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ROOF
/ Roof Gable Roof Solar SA Emitt Emitt Deck Pitch
V # Type. Materials Area Area Color Absoc Tested Tested Insul. (deg)
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1 Hip Metal 2108 ftz 0 ftz Light .0.6 No 0.9 No 20 261.6
.ATTIC
V # Type Ventilation Vent Ratio(1 in) Area RBS IRCC
1 Full attic Unvented 0 1885 ftz N N
CEILING
# Ceiling-Type Space R-Value Ins Type Area Framing Frac Truss Type
1 Under Attic(Unvented) MASTER SUITE 20 Blown 320 ftz 0.1 Wood
2 Under Attic(Unvented) M WIC 20 Blown 56 ftz 0.1 Wood
3 Under Attic(Unvented) M WIC 2 20 Blown 21 ftz 0.1 Wood
4 Under Attic(Unvented) M TOILET 20 Blown 24 ftz 0.1 Wood
c
5 Under Attic(Unvented) MASTER BATH 20 Blown 126 ftz 0.1 Wood
6 Under Attic(Unvented) BEDROOM 2 20 Blown 195 ftz 0.1 Wood
7 Under Attic(Unvented) CLST 2 20 Bloom 16 ftz 0.1 Wood
8, Under Attic(Unvented) FOYER 20 Blown 48 ftz 0.1 Wood
9 Under Attic(Unvented) CLST 3 20 Blown 16 ftz 0.1 'Wood
10 Under Attic(Unvented) BEDROOM 20 Blown 196 ft2 0.1, Wood j
11 Under Attic(Unvented) GREAT ROOM 20 Blown 349ft2 0.1 Wood
12 Under Attic(Unvented) HALL BATH 20 Blown 78f12 0.1 Wood
13 Under Attic(Unvented) KITCHEN 20 Blown 182ft2 0.1 Wood
14 Under Attic(Unvented) DINING 20 Blown 185 ft2 0.1 Woad j
15 Under Attic(Unvented) LAUNDRY 20 Blown 72 ft2 0.1 Wood
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2/6/2018 3:10 PM j EnergyGauge®USA-.FIaRes2014,Section R405.4.1 Compliant Software Page 3.of 6
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FORM R405-2014
WALLS
FAdjacent Space CaJity Width Height Sheathing Framing Solar Below
1 N Exterior Concrete Block-Ext InsUASTER SUI 4.1 15 0 9 4 140.0 ft2 0 0 0.6 0
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2 NE Exterior Concrete Block-Ext InswASTER SUI 4.1 4 3 9 4 39.7 ft2' 0 0 0.6 0
_ 3 E Exterior Concrete Block-Ext Ins(OASTER SUI 4.1 13 0 9 4 121.3 W 0 0 0.6 0
4 W Exterior Concrete Block-Ext InsUASTER SUI 4.1 19 0 9 4 177.3 ft' 0 0 0.6 0
5 W Exterior Concrete Block-Ext lnsui M W IC 4.1 7 0 9 4 .65.3 ft2 0 0 0.6 0
6 W Exterior Concrete Block-Ext InsulM:TOILET 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0
_ 7 W Exterior Concrete Block-Ext InsLMASTER BA 4.1 7 0 9 4 65:3 ft' 0 0 0.6 0
8 S Exterior Concrete Block-Ext InstBEDROOM 2 4.1 16 0 9 .4 149.3 ft2 0 .0 '0.6 0
9 W Exterior Concrete Block-Ext Insi9EDROOM 2 4.1 12 0 9 4 112.0 ft2 0 0 .0.6 0
_10 E Exterior Concrete Block-Ext Insul CLST 2 4.1 3 0 9 4 28.0 ft' 0 0 0.6 1 0
11 S Exterior Concrete.Block-Ext Insul CLST 2 4.1 2 0 9 4 18.7 ft' 0 0 0.6 0
12 S Exterior Concrete Block-Ext Insul FOYER 4.1 8 0 11 4 90.7 ft2 0 0 0.6 0
_13 S Exterior Concrete Block-Ext Insul CLST 3 4.1 2 0 9 4 18.7 ft2 0 0 0.6 0
_14 W Exterior Concrete Block-Ext Insul CLST 3 4.1 3 0 9 4 28.0 ft2 0 0 0.6 0
15 E Exterior Concrete Block-Ext InsSEDROOM 3 4.1 6 0 9 4 56.0 ft2 0 0 0.6 0
16 S Exterior Concrete Block-Ext InsSEDROOM 3 4.1 16 0 9 4 149.3 ft2 0 0 0.6 0
17 N Exterior Coricrete'Block-Ext InstiSREAT ROO 4.1 10 0 14 0 140.0 f12 0 0 0.6 1 0
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18 N Exterior Concrete Block-Ext Insul DINING 4.1 13 0 14 0 182.0 ft2 0 0 0.6 0
19 E Exterior Concrete Block-Ext Insul DINING 4.1 10 0 14 0 140.0 W. 0 0 0.6 0
_20 W Exterior Concrete,Block-Extlnsul DINING 4.1 11 0 14 0 154.0ft2 0 0 0.6 0
21 NW Exterior Concrete Block-Ext Insul DINING 4.1 4 3 14 0 59.5 ft2 0 0 0.6 0
_22 N Exterior Concrete Block-Ext InsuILAUNDRY 4.1 8 0 9 4 74.7 fie 0 0 0.6 0
23 E Garage Frame-Wood KITCHEN 11 30 9 4 280.0 ft2 0 0 0.6000001 0
24 S Garage Frame,-Wood LAUNDRY 11 9 9 4 84.0 ft2 0 0 0.600000 0
.DOORS
# Omt Door Type Space Storms U-Value Width Height Area
Ft In Ft In J
1 S Insulated FOYER None .4 6 8 48 ft2
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WINDOWS
Orientation shown is the entered,Proposed orientation.
/ Wall Overhang
V # Ornt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
1 N 1 Metal Low-E Single Yes 0.65 0.25 30.0 ft' 2 ft 0 in 1 ft 4 in None I None
2 E 3 Metal Low-E Single Yes 0.67 0.25 48.0 ft2 2 ft 0 in 1 ft 4 in None None
~ 3 W 4 Metal Low-E Single Yes om 0.25 20.0 ft2 2 ft 0 in 1 ft 4 in None None
4 W 6 Metal Low-E Single Yes 0.65 0.25 4.0 ft2 2 ft 0 in 1 ft 4 in None None
5 W 7 Metal Low-E Single Yes 0.65 0.25 6.0 ft2 2 ft 0 in 1 ft 4 in None None
6 S 8 Metal Low-E Single Yes 0.65 0.25 30.0 ft2 2 ft 0 in 1 ft 4 in None None
7 W 9 Metal Low-E Single Yes 0.65 0.25 15.0 ft' 2 ft 0 in 1 ft 4 in None I None
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8 S 12 Metal Low-E Single. Yes 0.65 0.25 6.0 ft2 2 ft 0 In 1 ft 4 in None i None
9 E 15 Metal Low-E Single Yes 0.65 0.25 15.0 ft2 2 ft 0 in 1 ft 4 in None I None
10 S, 16 Metal LowwE Single Yes 0.65 0.25 30.0 ft2 2 ft 0 in 1 ft 4 in None (None
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}
FORM R405-2014 {
WINDOWS
Orientation shown is:the entered,Proposed orientation.
.Wall Overhang
1/ # Omt ID Frame Panes NFRC U-Factor SHGC Area Depth Separation Int Shade Screening
11 N 17 Metal Low=E Single Yes 0.67 0.25 64.0 ft= 2 ft 0 in 1 ft 4 in None None
12 N 18 Metal Low-E Single Yes 0.65 0.25 .30.0 ft' 2ft 0 in, 1 ft 4 in None (None
13 E 19 Metal Low=E Single Yes 0.65 0.25 15.0 ft= 2 ft 0 in 9 ft 4 in None +None
14 W 20 Metal Low-E Single Yes 0.65 0.25 15.0-ftz 2 ft 0 in 1 ft 4 in None 'None
15 NW 21 Metal Low-E Single Yes 0.65 0.25 10..0 ft= 2 ft 0 in 1-ft 4 in None !None
16 N. 22 Metal Low=E Single Yes 0.65 0.25 9.0 ft= 2 ft 0 in 1 ft 4 in None None
f
;. GARAGE
I # Floor Area Ceiling Area Exposed Wall Perimeter Avg.Wali:Helght Exposed Wall Insulation
1 630 ft= 630 ft� 39 ft 9 ft 11
INFILTRATION
# Scope Method StA CFM 50 ELA EgLA ACH ACH 50
1 Wholehouse Proposed ACH(50) .000497 2459.8 135.04 253.96 .3632 7
HEATING SYSTEM l
# System Type Subtype Efficiency Capacity Block bucts
1 Electric Strip Heat None COPA 27 kBtu/hr 1 1 ys#1i
COOLING SYSTEM
# System Type Subtype Efficiency Capacity Air Flow SHR Block Ducts
1 Central Unit Split SEER:16 35.4 kBtu/hr 1062 cfm 0.8 1 sys#1
HOT WATER-SYSTEM
# System Type SubType Location EF Cap Use SetPnt Conservation
1 Electric None Exterior 0.98 40 gal 60.9 gal 120 deg None
G
SOLAR HOT WATER SYSTEM
FSEC Collector Storage
Cart# Company Name System Model# Collector Model# Area Volume FEF
None None ft=
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DUCTS
s
—.Supply— —Return— Air CFM 26 CFM25 HVACi#
V # Location R-Value Area Location Area Leakage Type Handler TOT OUT QN RLF Heat Cool
1 Attic 6 150 ft= Attic 15 ft2 Default Leakage Attic (Default)c(Default)c 1 1
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202018 3:10 PM ! EnergyGauge®.USA-FlaRes2014 Section R405.4,1 Compliant Software. Page 5 of 6
1
FORM R405-20.14
TEMPERATURES
Programable Thermostat: N Wing Fans: f
Cooling an, [�Feb Mar Apr Ma Jun Jul Auge Nov I Dec
Heating Jan [X]Feb I Mar' E APr I May M Jun n Jul M Aug SeP ��Oct
Oct Nov Dec
Ventin Jan. [ J Feb. , Mar [X)A r .Ma Jun Jul Au Se Oct Nov Dec
Thermostat Schedule: HERS 2006 Reference Hours
Schedula'Type 1 2 3 4 5 6 7 8' 9 10 11 12
Cooling OD) AM 78 78 78 .78 78 78 78 78 80 80 80 80,!,
PM 80 80 80 80 78 78 78 78 78 78 78 78
Cooling(WEH) AM 78 78 78 78 78 78 78 78 80 80 80 80
PM 80 80 80 80 78 78 78 78 78 78 78 78
_ Heating(WD) AM 65 65 65 65 65 '65 65 68 68 68 68 68
PM 68 68 68 68 68 68 68 68 68 '68 68 `68
Heating(WEH) AM 65 65 65 65 65 65 `65 68 68 68 68 68
PM 68 68 68 68 '68 ;68 68 :68 68 68, 68 68:
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2/6/2018 3:10 PM EnergyGauge@ USA_FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6
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FORM R405-2014
TABLE1402A.1.1
AIR BARRIER AND INSULATION INSPECTION:COMPONENT CRITERIA
Project Name: BOLLER,RESIDENCE Builder Name:
Street 5108 YUCCA DRIVE PermitOffice: ST LUCIE COUNTY
City,State;Zip: FORT PIERCE,FL, Permit Number.
'Owner. Jurisdiction:
Design Location: FL,Fort Pierce
.,COMPONENT CRITERIA CHECK .'
Air barrier and thermal barrier A.continuous air barrier shall be installed]n:the.building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks or joints in the air barrier shall be sealed.
Air-permeable insulation shall not be used as a,sealing material.
CeilinglAc
The air barrier in-any dropped ceiling/soffit shall be aligned with the
insulation and any gaps in'the,air barrier-shall be sealed.
Access openings,drop down stairs or knee wall doors to unconditioned
attic sp ces-shall be sealed.
P0
Comers and headers shall be insulated and the junction of the'foundati6h
Walls and sill plate shall'be'.seaded.
The junction of thelop plate and the top or exterior walls shall be sealed.
Ektedor thermal envelope!nsulation for framed walls shall be installed in
substantial contact and continuous alignment with the air barrier.
Knee walls shall be sealed.
Windows,skylights and doors The space b.qtween v0d.ow/do.orjambs and framing and skylights and
Rim joists Rim joists are insulated and include an air barrier.
Floors (Including i-ibove-ga.r4ge Insulation shall,be installed to maintain permanent contact with underside
and cantilevered floors) of subfloor decking.
The air barrier shall be installed at any exposed edge of insulation.
Crawl space wails Where pirovided'in lieu of floor insulation,insulation shall be permanently
attached to the crawispacewalls.
Exposed earth in unvented crawl spaces shall be covered with a Class I
Shafts,penetrations; Duct shafts,Utility penetrations,and flue shaft openings to exterloror
unconditioned space shall be sealed.
Narrow cavities Batts in'haRaw cavities shall be cut to fit,or narrow-cavities shall be filled
by insulation that on installation readily conforms to the available cavity
spaces.
Garage separation Ai r sealing shall-be provided between the garage and conditioned spaces.
Recessed lighting Recessed light fixtures installed in the building the thermal-envelope shall be
air tight,IC rated,and sealed to the drywall.
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 piping.and wiring.
Shower/tub on exterior wall Exterior walls adjacent to showers and tu4 shall be insulated and the air
barrier installed
nstalled separating them from the showers and tubs;
Electricallphone.box on The air barrier shall be installed-behind electrical or communication boxes or
air sealed'boxes shall be instalM.
HVAC reg
ister boots HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub-floor or drywall.
Fireplace An air barrier shall be installed on fireplare walls.Fireplaces shall have
gasketed doors
.2/6/2018 3:11 PIVI Energydauge@)USA-HaRes21]%Section R405.4.1 Compliant Soft.ware Pagell of 9
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FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
D I S P LAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX* = 95
The lower the EnergyPerformance Index,the more efficient the home.
5108 YUCCA DRIVE, FORT PIERCE, FL,
1. New construction or existing New(From Plans) 9. Wall Types Insulation Area
2. Single family or multiple family Single-family a.Concrete Block-Ext Insul,Exterior R=4.1 2037.80 ft2
b.Frame-Wood,Adjacent R=11.0 364.00 ft2
3. Number of units,if multiple family 1 c.N/A R= ft2
4. Number of Bedrooms p d.WA R= ft2
5. Is this a worst case? No 10.Ceiling Types Insulation Area
a.Roof Deck(Unvented) R=20.0 1885.00.ft2
6..Conditioned floor area(ft2) 1885 b.WA R= ft2
7. Windows— Description Area c.WA R= ft2
a. tj-Factor. Sgl,U=0.65 235.00 ft2 11.Ducts R ft2,
a.Sup:Attic,Rat:Attic,AH:Attic 6 150
SHGC: SHGC=0.25
b. U-Factor. Sgl,U=0.67 112.00 ft2
SHGC: SHGC=0.25 12.Cooling systems kBtu/hr Efficiency
c. U-Factor. N/A ft2 a.Central Unit 35.4 SEER:16.00,
SHGC: i
d. U-Factor. N/A ft2
13.Heating systems kBtu/hr Efficiency
SHGC; a.Electric,Stdp,Heat 27.0 •COP:1.001
Area Weighted Average Overhang Depth: 2.000 ft.
Area Weighted Average SHGC: 0.250
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8. Floor Types Insulation Area 14.Hot water systems gyp;40 gallons
a.Slab-On-Grade Edge Insulation R=0.0 1885.00 ft2 a.Electric EF:0.981
b.N/A R= ft2
c.N/A R= ft2 b. Conservation features
None
15.Credits None
I certify that this home has complied with the Florida Energy Efficiency'Code for Building
Construction through the above energy saving features which will be installed (or exceeded) .yO 1US0
In this home before final inspection. Otherwise, a new E Display Card will be completed
based on installed Code compliant features.
Builder Signature: Date:
* a Q
Address of New.Homej?,-' � �� (� p?j �V�_ City/FL ip:_f+Slaw 3 C v
*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 Sectilon R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
2/6/2018 3:11 PM EnergyGauge®USA-FlaRes2014 -Section R405.4.1 Compliant Software Page 1 of 1
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Residential Standard Calculation 9/25/1997 Paradise Homes-Boller Residence
,,,, I Version 2014
STEP 1 Article 220.42&220.52 SeaBreeze Electric
sq.ft 1885 General Lighting load 5,655 VA 23264 Harborview Road
5 Small Appliance 7,500 VA Port Charlotte,FL 33980
1 Laundry circuit 1,500 VA (941)255-5968
Gen.Lgt,Sm App.&Laun.Load 14,655 VA 9/27/201712:55
3,000 VA @ 100%= 3,000 VA
11,655 VA @ 35%= 4,079 VA
VA @ 25%= VA
STEP 2 Article 220.50&220.51 ❑ General Lighting Demand Load 7,079jVA
Heat Pump w/Concurrent Supplementary Heating CITY
3.5 ton Lam; 5,152 VA AHU 1 10.kw �. 11,600 VA 1 j Heating Load 16,752 VA j
j HP#2 VA AHU 2 Select V i VA QtY ! HP Load 6,752 VA
i HP#3 :g VA AHU 3 Select 1V. VA QtY
HP#4 M'' VA AHU 4 Select IV j VA Qty ! Greater of Heat @ 100%vs.A/C @ 100% 16,752 VA
HP#5 VA AHU 5 Select . } VA Qty
STEP 3 Article 220.53 Appliance Demand Load 9,4301VA
4,500 VA Water Heater 4,500 VA
1,600 VA !f 1 Refrigerator 1,800 VA Dryer Demand Load 5,000:VA
jFreezer VA
!1,03oVA ' 1 Dishwasher 1,030 VA Range Demand Load 6,8001VA
1,587 VA l 1 Disposal 1,587 VA
400 VA 4.- 0 Range Hood VA Service Demand 45,061 VA '
1,700 VA 1 Microwave 1,700 VA
❑ �.] 0 Central Vac VA Demand Load ❑@ 240V,1ph 188 A
I
—� 0 Mini Refrig VA
v
❑ i Compactor VA Neutral Demand 86 Al
cam;} Tankless heater VA
Wine Cooler VA
❑y se V I Jacuzzi Tub VA Min.Service Req. 200
lect 1 A
(] .q/ hp !T Sprinkler 667 VA
select aj Well Pump VA
select IT! Fountain Pump VA
select t Elevator VA
Pool Equip.Panel 967 VA 100%Demand
❑ Other load VA No Demand
❑ Other load VA No Demand Total Appliance Load 12,261 VA 1
4 or more demand @ 75%plus 100%demand loads 9,430 VA
STEP 4 Article 220.54
Electric Clothes Dryers 5,000 VA
STEP 5 Article 220.55
Electric Ranges Col C demand 0
or Number of appliances j
Cooktop 8,500 W Col B demand
❑ Check Box for Gas Range Cooktop Col B demand Use this area for your own notes
Oven(s) Col B demand
Oven(s) Col B demand
c Number of appliances 1 Dem.Factor 80%
Cooktop&Oven Demand Load 6,800 W
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Pool Panel Feeder Calculation (See Note) P334
B N Continuous Non-continuous
Continuous Motors 0 ...... 0 0 Motors Motors
Non-continuous 667 .. 334 0 select rC*}. ❑ 24ov 114 hp ❑24ov
Spa heater 11 kVA ...... 0 `select T.{❑ 24ov select ! ❑24ov
Pool heater 3.5 ton 0 aelectT}❑ 240v select ��� ❑240v
Pool heater 5 ton — i l
.... 0 0 select I'� ❑ 240v select ; ❑240v
Pool Light 1300 V 0 ...... 300 0 300 select `T j❑ 240v select ILt ❑240v
Blower select ems:.; 0 ❑ 24ov 0 0 0 1
other load 0 ❑ 24ov 0 0 0 0.0 Motor Neutral Load
otherload 0 ❑ 240v 0 0 0
❑Min., per Pool Feeder AWG 5 A 3 A 3 A Max.Unbalanced Neutral Load
Minimum Panel Rating 30A Phase Amperes Neut.load
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