HomeMy WebLinkAboutREVISION 1-19-17Is
OFFICE USE ONLY:
DATE FILED: i I
REVISION FEE:
PERMIT #
RECEIPT #
PLANNING & DEVELOPMENT SERVICES
BUILDING & CODE REGULATION DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FL 34982-5652
(772) 462-1553 FAX (772) 462-1578
APPLICATION FOR BUILDING PERMIT REVISIONS
PROJECT INFORMATION
1. LOCATION/SITE yy�� ��
ADDRESS: � �I��/� A44 G
2. DETAILED DESCRIPTION OF PROJECT
REVISIONS:
3.
4.
5.
CONTRACTOR INFORMATION: �A sL"t �
STATE of FL REG./CERT. #:
BUSINESS NAME:
QUALIFIERS NAME:
ADDRESS:
CITY:
PHONE (DAYTIME):
ST. LUCIE COUNTY CERT. #:
/��GA??� /3yIGP/•u6 4r ?��y�G .
OWNER/BUILDER INFORMATION:
NAME: S E v e=_
ADDRESS: O e5
CITY: zp/Elz
PHONE: 772 - 3 78 -
ARCHITECT/ENGINEER INFORMATION:
STATE:
FAX:
NAME:
ADDRESS: /3/G7'�L�ld2�iG
CITY: d G
PHONE (DAYTIME): 772-- 7�5= BBB
STATE:
STATE:
FAX:
FAX:
ZIP:
ZIP:
ZIP:
s
Y
STATE OF FLORIDA
DEPARTMENT OF HEALTH
ONSITE SEWAGE TREATMENT AND DISPOSAL
SYSTEM
CONSTRUCTION PERMIT FOR: OSTDS New
APPLICANT: Steve Ucausi
PROPERTY ADDRESS: 4905 River Place Port Saint Lucie, FL 34983
W LOT:
1
BLOCK: SUBDIVISION: River Place
PERMIT #:66-SF-1633398
APPLICATION #:AP1206430
DATE PAID:
FEE PAID:
RECEIPT #:
DOCUMENT #: PR989493
PROPERTY ID #: 3404601-0005-000-9 [SECTION, TOWNSHIP, RANGE, PARCEL NUMBER]
[OR TAX ID NUMBER]
SYSTEM MUST BE CONSTRUCTED IN ACCORDANCE WITH SPECIFICATIONS AND STANDARDS OF SECTION
101.0065, F.S., AND CHAPTER 64E-6, F.A.C. DEPARTMENT APPROVAL, OF SYSTEM DOES NOT GUARANTEE
SATISFACTORY PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS,
WHICH SERVED AS A BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE THE APPLICANT TO MODIFY THE
PERMIT APPLICATION.SUCH MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND VOID.
ISSUANCE OF THIS PERMIT DOES NOT EXEMPT THE APPLICANT FROM COMPLIANCE WITH OTHER FEDERAL,
STATE, OR LOCAL PERMITTING REQUIRED FOR DEVELOPMENT OF THIS PROPERTY.
SYSTEM DESIGN AND SPECIFICATIONS
T [ 1,500 ] GALLONS / GPD MicroFAST 0.5 Aerobic Unit CAPACITY
A [ 450 ] GALLONS / GPD Pretreatment tank CAPACITY
N [ ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE TANK:1250 GALLONS]
K [ 1,050 ] GALLONS DOSING TANK CAPACITY 162.50 ]GALLONS @[ 8 ]DOSES PER 24 MIS #Pumps [ 1 ]
D [ 384 ] SQUARE FEET Netafim driD line SYSTEM
R I ] SQUARE FEET N/A SYSTEM
A TYPE SYSTEM: [s] STANDARD [ ] FILLED [] MOUND I ]
I CONFIGURATION: [ ] TRENCH [a] BED [.]
N
F LOCATION OF BENCHMARK: Yellow Cap Center of cul-de-sac, BM on site plan
I ELEVATION OF PROPOSED SYSTEM SITE [ 10.001 INCHES FT ]I ABOVE BELOW] BENCHMARK/REFERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ 13.001 INCSE9 FT ][ABOVE BELOW BENCHMARK/REFERENCE POINT
L
D E
0
T
H
E
R
'ILL REQUIRED: [ 0.00 ] INCHES EXCAVATION REQUIRED: I /L.UU J INCHES
The system is sized for 3 bedrooms with a maximum occupancy of 6 persons (2 per bedroom), for a total estimated flow of
300 gpd.
The licensed contractor installing the system is responsible for installing the minimum category of tank in accordance with
s. 64E-6.013(3)(f), FAC. Performing Lift Dosing.
Pumps must be certified as suitable for distributing sewage effluent:
NEED BIANNUAL OPERATING PERMIT/ME CONTRACT FOR 2 YEARS
PE DESIGN REQUIRED SIGN OFF AT CONSTRUCTION FINAL (designedby Frank A Cleaton, Jr. P.E)
SPECIFICATIONS BY: Brian J Ingram TIC" Environmental Specialist II
APPROVED BY:
DATE ISSUED:
DH 4016, 08/09
Incorporated:
TLE: nv. Sup 11 St. Lucie CHD
victor raftata
03/08/2017 EXPIRATION DATE: 04/01 /2018
(Obsoletes all previous editions which may not be use "
64E-6.003, FAC
v 1.1.4 AP1206430
NOTICE OF RIGHTS
A party whose substantial interest is affected by this order may petition for an
administrative hearing pursuant to sections 120.569 and 120.57, Florida Statutes. Such
proceedings are governed by Rule 28-106, Florida Administrative Code. A petition for
administrative hearing must be in writing and must be received by the Agency Clerk for the
Department, within twenty-one (21) days from the receipt of this order. The address of the
Agency Clerk is 4052 Bald Cypress Way, BIN A-02, Tallahassee, Florida 32399. The Agency
Clerk's facsimile number is 850-413-8743.
Mediation is not available as an alternative remedy.
Your failure to submit a petition for hearing within 21 days from receipt of this order will
constitute a waiver of your right to an administrative hearing, and this order shall become a 'final
order'.
Should this order become a final order, a party who is adversely affected by it is entitled
to judicial review pursuant to Section 120.68, Florida Statutes. Review proceedings are
governed by the Florida Rules of Appellate Procedure. Such proceedings may be commenced
by filing one copy of a Notice of Appeal with the Agency Clerk of the Department of Health and a
second copy, accompanied by the filing fees required by law, with the Court of Appeal in the
appropriate District Court. The notice must be filed within 30 days of rendition of the final order.
41610
A
PUBLIC [ ]<=2000GPD [ 1>2000GPD
DISTANCE TO SEWER: -N-A_FT
r 4 STATE OF FLORIDA PERMIT NO.
DEPARTMENT OF HEALTH DATE PAID:
ONSITE SEWAGE TREATMENT AND DISPOSAL FEE PAID:
SYSTEM RECEIPT #:
W.1% APPLICATION FOR CONSTRUCTION PERMIT
P ICATION FOR:
[ ) New System [ ] Existing System [ ] Holding Tank [ ] Innovative
[ Repair [ ] Abandonment [ ] Temporary [ ]
APPLICANT : ' E S 7 EV E . W 6AUQ
AGENT:A TELEPHONE *772-%S —,;546,r7
MAILING ADDRESS: O%1D 56U
TO BE COMPLETED BY APPLICANT OR APPLICANT'S AUTHORIZED AGENT. SYSTEMS MUST BE CONSTRUCTED
BY A PERSON LICENSED PURSUANT TO 489.105(3)(m) OR 489.552, FLORIDA STATUTES. IT IS THE
APPLICANT'S RESPONSIBILITY TO PROVIDE DOCUMENTATION OF THE DATE THE LOT WAS CREATED OR
PLATTED (MM/DD/YY) IF REQUESTING CONSIDERATION OF STATUTORY GRANDFATHER PROVISIONS.
PROPERTY INFORMATION
LOT: BLOCK: SUBDIVISION: �% PLATTED:
PROPERTY ID #A3`yq- 601-0005-ady'% ZONING: I/M OR EQUIVAum: [ Y / N ]
PROPERTY SIZE : ()t42- ACRES WATER SUPPLY: [] PRIVA'PE
IS SEWER AVAILABLE AS PER 381.0065, FS2 [ Y
PROPERTY ADDRESS:
DIRECTIONS TO
l
BUILDING INFORMATION * RESIDENTIAL [ ] COMMERCIAL -
Unit Type of No. of Building Commercial/Institutional System Design
No" Establishment Bedrooms Area Sq£t Table 1, Chapter 64E-6, PAC
1
4
I ] Floor/E ent Dw [ ] other'(Specify)
SIGNATURE: Fit
A41 DATE:
DH 4015, 08/09'(Obsoletes previous editions which may not be used)
Incorporated 64E-6.001, FAC Page 1 of 4
2
N
G1,Ai3 0" CS-RAPe
Subsurface Soil Exploration and
Geotechnical Engineering Evaluation
Proposed Residence
Wiver Place — Lot 4
%Nthits City, at. Lucie County, Florida
I
kIr
- ' ' "' , , - f
N.
u act,
V%.
7 Q
--s' `4 :j 'E.t.
'6a 6
`2'No-l'
CO X MIR
p
njj
f�
February 16, 2015
Mr. Steve LiCausi .
2907 SW Boxwood Circle
Port St. Lucie, Florida 34953-6966
Subject: Subsurface Soil Exploration and
Geotechnical Engineering Evaluation
Proposed Residence
River Place — Lot 4
White City, St. Lucie County, Florida
Mr. LiCausi:
In accordance with your request and,authorization, Ardaman & Associates, Inc. has completed a
subsurface soil exploration and geotechnical engineering evaluation at the above captioned site.
The purposes of performing this exploration were to evaluate the general subsurface conditions
and to provide recommendations for site preparation and foundation support as they relate to the
proposed residence. Our work included Standard Penetration Test (SPT) borings, auger borings
and engineering analyses. This report describes our explorations and tests, reports their findings,
and summarizes our conclusions and recommendations.
SITE LOCATION AND DESCRIPTION
The subject site is located at the southern terminus of River Place (Lot 4) in White City, St. Lucie
County, Florida. The subject site is situated in Section 4, Township 36 South, Range 40 East. At
the time our field explorations were performed, the subject residential lot was recently cleared of
vegetation.
PROPOSED CONSTRUCTION AND GRADING
We understand that a single -story residence with a second -story loft will be constructed on the
site. We have not been provided with any specific structural loads or layout plans for this project;
however, we expect that the proposed construction will have a combination of weight -bearing
masonry walls and isolated columns. For construction of this type, we anticipate maximum wall
loads on the order of 3 to 5 kips per lineal foot and maximum column loads on the order of 50 to
70 kips. We have also assumed that approximately 2 to 3 feet of fill will be required to raise the
building area to final elevation(s).
If actual structural loads or fill height(s) exceed our assumptions, then the recommendations in
this report may not be valid.
REVIEW OF SOIL SURVEY MAPS
The. Soil Survey of St. Lucie County, Florida, which was issued by the U.S. Department of
Agriculture, Soil Conservation Service in 1980, states that the predominant surficial soil type in
the area where the site is located is Ankona sand. The Ankona sand soil type consists of poorly .
drained, nearly level soil on broad flatwoods. Slopes are smooth.to concave and are less than 1
percent in most places, but they range to 2 percent along the edges of depressional areas.
River Place — Lot 4 Page 2
Typically, the surface layer is sand 11 inches thick. It is black in the upper 3 inches and dark gray
in the lower 8 inches. The subsurface layer is sand 38 inches thick. It is gray and light gray in
the upper 24 inches and grayish brown in the lower 3 inches. The subsoil extends to a depth of
57 inches. It is black, moderately cemented sand in the upper 10 inches and dark grayish brown
sandy loam in the lower 9 inches. The substratum, to a depth of 80 inches or more, is olive gray
loamy sand. Included with this soil in mapping are small areas of Electra, Lawnwood, and
Waveland soils. The included soils make up about 15 percent of any mapped area.
The water table in Ankona sand is within a depth of 10 inches for 1 to 4 months and between
depths of 10 to 40 inches for 6 months or more during most years. It is perched above the upper
part of the subsoil during the rainy season in summer and after periods of heavy rainfall. During
extended dry periods the water table recedes to a depth of more than 40 inches.
FIELD EXPLORATION PROGRAM
To explore subsurface conditions at the site, two Standard Penetration Test (SPT) borings and
four auger borings were performed at the approximate locations shown on the Boring Location
Plan, Figure 1. The SPT borings were completed to a depth of 15 feet below the existing ground
surface in general accordance with the procedures recommended in ASTM D-1586. The auger
borings were conducted to a depth of 15 feet below the existing ground surface. A description of
our drilling procedures is included in Appendix 1.
The groundwater level at each of the boring locations was measured on the date drilled. The
boreholes were then backfilled with accumulated soil cuttings.
The locations of the borings were determined in the field by estimating distances from existing
site features and other points of reference, and should be considered accurate only to the degree
implied by the method of measurement used.
LABORATORY TESTING PROGRAM
Our drillers observed the soil recovered from the SPT sampler and auger, placed the recovered
soil samples in moisture proof containers, and maintained a log for each boring. The field soil
boring logs and recovered soil samples were transported to our soils laboratory from the project
site. Each soil sample was then visually classified by a geotechnical engineer in accordance with
the Unified Soil Classification System, USCS (ASTM D-2488). The soil classifications and other
pertinent data obtained from our explorations and laboratory observations and tests are reported
on the soil boring profiles included in Appendix II.
GENERAL SUBSURFACE CONDITIONS
General Soil Profile
The results of the field exploration and laboratory testing programs are graphically summarized
on the soil boring profiles presented in Appendix 11. The stratification of the boring profiles
represents our interpretation of the field boring logs and the results of laboratory examinations of
the recovered samples. The stratification lines represent the approximate boundary between soil
types. The actual transitions may be more gradual than implied.
As shown by the soil boring profiles in Appendix II, the SPT borings typically encountered very
loose to medium dense, grayish brown and brown to dark brown fine sand with silt (Unified Soil
Classification SP-SM), silty fine sand (SM) and clayey fine sand (SC) with varying amounts of
River Place — Lot 4 Page 3
roots, organics and vegetative debris in the upper 7.5 to 9 feet of each boring. These soils were
underlain by loose to medium dense, brown and gray fine sand (SP) to the boring termination
depth of 15 feet.
Typically, the soils encountered in the auger borings consisted of grayish brown, brown to dark
brown and gray fine sand (SP), fine sand with silt (SP-SM), silty fine sand (SM) and clayey fine
sand (SC) to an approximate depth of 15 feet below the existing ground surface. We note that
varying amounts of organics were also encountered in the upper 7 to 9 feet in the auger borings.
The above soil profiles are outlined in general terms only. Please refer to Appendix II for soil
profile details.
Measured Groundwater Level
The groundwater level was measured in each of the boreholes.on the day drilled, after stabilization
of the downhole water level. As shown in Appendix II, groundwater was encountered in the
borings at depths ranging from 3.5 ,to 5 feet below the existing ground surface on the date
indicated. Fluctuations in groundwater levels should be anticipated throughout the year primarily
due to seasonal variations in rainfall and other factors that may vary from the time the borings
were conducted.
ENGINEERING EVALUATION AND RECOMMENDATIONS
The results of our exploration indicate that, with proper site preparation as recommended in this
report; the existing soils, with the exception of the organic soils and vegetative debris, are suitable
for supporting the proposed residence on conventional shallow foundations.
Soil mixed with varying amounts of deleterious organic materials (roots, vegetative debris, and
other decomposing organics) was encountered in each of the soil borings at depths ranging from
1.5 to 9 feet below the existing ground surface. Deleterious organic soils may exist at deeper
depths and at unexplored locations. The soils containing significant amounts of organic materials
are not suitable for foundation support and will need to be removed (demucked) in accordance
with the "Removal of Unsuitable Soils" section of this report.
Stripping and Grubbing
The "footprint" of the proposed residence, plus a minimum horizontal margin of five feet, should
be stripped of all surface vegetation, stumps, organic topsoil or other deleterious materials, as
encountered.
After stripping, the site should be grubbed or root -raked such that roots with a diameter greater
than inch, stumps, or small roots in a dense state, are completely removed. The actual depth(s)
of stripping and grubbing must be determined by visual observation and judgment during the
earthwork operation. A thorough inspection of the stripped and grubbed ground surface should
be performed prior to placement of fill material.
Removal of Unsuitable Soils
The soils with significant amounts of deleterious organic materials (unsuitable soils) within the
structural "footprint" areas plus a minimum horizontal margin equivalent to the depth of unsuitable
soils (but not less than 5 feet) beyond these areas should be removed and replaced with
compacted structural fill. Dewatering should be performed during the removal of unsuitable soils
River Place — Lot 4 Page 4
operation to allow verification of the unsuitable soils removal and to aid in compaction of the fill
material. Dewatering will also help prevent sloughing of the slopes into the excavation. At a
minimum, safe excavation slopes in accordance with appropriate regulatory authorities such as
OSHA, should be used. Flatter slopes should be used, if necessary. The removal of unsuitable
soils operation should be monitored continuously by a representative of Ardaman & Associates.
In addition to the removal of unsuitable soils in the structural areas, consideration should be given
to the removal of unsuitable soils from beneath any pavement or driveway areas that cannot
tolerate higher than normal settlement.
Proof -rolling
We recommend proof -rolling the cleared surface to locate any unforeseen soft areas or unsuitable
surface or near -surface soils, to increase the density of the upper soils, and to prepare the existing
surface for the addition of the fill soils (as required).. Proof -rolling of the structural areas should
consist of at least five passes of a compactor capable of achieving the density requirements
described in the next paragraph. Each pass should overlap the preceding pass by 30 percent to
achieve complete coverage. If deemed necessary, in areas that continue to "yield", remove all
deleterious material and replace with clean, compacted sand backfill. The proof -rolling should
occur after cutting and before filling.
A density equivalent to or greater than 95 percent of the modified Proctor (ASTM D-1557)
maximum dry density value for a depth of 1 foot in the structural areas must be achieved beneath
the stripped and grubbed ground surface. Additional passes and/or overexcavation and
recompaction may be required if these minimum density requirements are not achieved. The soil
moisture should be adjusted as necessary during compaction.
Due to the relatively high groundwater level at this site, proof -rolling may cause upward movement
or "pumping" of the groundwater. However, we recommend that the existing surface be level and
firm prior to the addition of fill soils. Proof -rolling with a front-end loader may help achieve the
desired surface and compaction condition before adding the fill soils. The site should be
dewatered as necessary.
Care should be exercised to avoid damaging any neighboring structures while the compaction
operation is underway. Prior to commencing compaction, occupants of adjacent structures should
be notified and the existing condition (i.e. cracks) of the structures documented with photographs
and survey (if deemed necessary). Compaction should cease if deemed detrimental to adjacent
structures, and Ardarrian & Associates should be notified immediately.
Suitable Fill Material and the Compaction of Fill Soils
All fill soil should be free of organic materials, such as roots and vegetation. We recommend using
fill with less than 12 percent by dry weight of material passing the U.S. Standard No. 200 sieve
size. Soils with more than 12 percent passing the No. 200 sieve can be used in some applications,
but will be more difficult to compact due to their inherent nature to retain soil moisture. The
excavated soils with significant amounts of organics should not be used for fill in structural areas,
and should be disposed of as directed by the owner.
All structural fill should be placed in level lifts not to exceed 12 inches in uncompacted thickness.
Each lift should be compacted to at least 95 percent of the modified Proctor (ASTM D-1557)
maximum dry density value. The filling and compaction operations should continue in lifts until
River Place — Lot 4 Page 5
the desired elevation(s) is achieved. If hand-held compaction equipment is used, the lift thickness
should be reduced to no more than 6 inches.
Dewatering
If the control of groundwater is required to achieve the necessary stripping, removal of unsuitable
soils, excavation, proof -rolling, filling, compaction, and any other earthwork, sitework, and/or
foundation subgrade preparation operations required for the project, the actual method(s) of
dewatering should be determined by the contractor. Dewatering should be performed to lower
the groundwater level to depths that are adequately below excavations and compaction
surfaces. Adequate groundwater level depths below excavations and compaction surfaces vary
depending on soil type and construction method, and are usually 2 feet or more. Dewatering
solely with sump pumps may not achieve the desired results.
Foundation Support and Foundation Compaction Criteria
Foundation concrete should not be cast over a foundation surface containing topsoil or organic
soils, trash of any kind, surface made muddy by rainfall runoff or groundwater rise, or loose soil
caused by excavation or other construction work. Reinforcing steel should also be clean at the
time of concrete casting. If such conditions develop during construction, the reinforcing steel must
be lifted out and the foundation surface reconditioned and approved by the Geotechnical
Engineer.
Excavate the foundations to the proposed bottom of footing elevations and, thereafter, verify the
in -place compaction for a depth of 2 feet below the footing bottoms. If necessary, compact the
soils at the bottom of the excavations to at least 95 percent of the modified Proctor maximum dry
density (ASTM D-1557) for a depth of 2 feet below the footing bottoms. Based on the existing
soil conditions and, assuming the above outlined proof -rolling and compaction criteria are
implemented, an allowable soil bearing pressure of 2,000 pounds per square foot (psf) may be
used in the foundation design.
To provide an adequate factor of safety against a shearing failure in the subsoils, all continuous
foundations should be at least 18 inches wide, and all individual column footings should have a
minimum width of 24 inches. A minimum soil cover of 18 inches should be maintained from the
bottom of the foundations to the adjacent finished grades.
We recommend isolating the ground floor slab from wall foundations. If a "monolithic" slab
foundation system is nevertheless desired, we would recommend additional tamping of the
foundation excavation bottoms, and if possible, the centering of walls over the thickened slab
edge. Note that if the walls are placed along the edges, they would produce an eccentric loading
that might induce minor settlements along the edge of the footing. Such minor settlements would
create tension stresses and possibly a minor crack in the thin section of the slab in a direction
,parallel to the wall.
Care must be exercised in installing control joints shortly after placing the concrete, and in placing
and maintaining the steel reinforcement at its designated elevation within the floor slab.
Floor Slab Moisture Reducer and Slab Compaction Requirements
Compaction beneath all floor slabs should be verified for a depth of 1 foot and meet the 95 percent
criteria (modified Proctor, ASTM D-1557).
,Gr Place —, at 4 4
Precautions should be taken during the slab construction to reduce moisture entry from the
underlying subgrade soils. Moisture entry can be reduced by installing a membrane bet1n/eer l ME
subarade soils and floor slab. Care should be exercised when placing the reinforcing steel (or
mesh) and floor slab concrete such that the membrane is not punctured. 'Ale note that the
membrane alone does not prevent moisture from occurring beneath or on top of the slab.
If interior columns are isolated from the floor slab, an expansion joint should be provided around
the columns and sealed with a water -proof sealant.
Quality Control
in order to verify the contractor's compliance with the above recommendations, all stripping and
drubbing activities, proof -rolling, and placement of compacted fill and backfill should be observed
and tested by Ardaman & Associates, Inc: The removal of all unsuitabie soils should be
continuously monitored by Ardaman & Associates, Inc. For your convenience, please contact our
office a few days prior to commencing, so that we can discuss the project schedule and arrangd
to obtain soil samples and perform Proctor tests in our laboratory. This will allow for the maximum
Proctor dry density values to be available at the time of soil density testing.
CLOSURE
The,analyses and recommendations submitted herein are based on the data obtained from the
soil borings presented in Appendix It and the assumed loading conditions and fill heights. This
report does- not reflect any variations which may occur adjacent to or between the borings. The
nature and extent of the variations betvreen the borings may not become evident until during
construction. If variations then appear evident, it will be necessary to re-evaluate the
recommendations presented in this report after performing on -site observations during the
construction period and noting the characteristics of the variations.
This study does not include an evaluation of the environmental (ecological or hazardous/toxic
material related) condition of the site and Subsurface.
This report has been prepared for the exclusive use of Mr. Steve LiCausi in accordance with
generally accepted soil and foundation engineering practices. In the event any changes occur in
the design, nature, or location of the proposed residence, we should review the applicability of
conclusions and recommendations in this report. We recommend a general review of final design
and specifications by our office to verify that earthwork and foundation recommendations are
properly interpreted and implemented in the design specifications.
It has been a pleasure to assist you on this phase of your project. Please do not hesitate to
contact us if you have any questions concerning this report, or if vue may be of further service to
you.
Best regards,
ARDAIVIAN & ASSOCIATES, INC.
Florida Certificate of Authorization No. 5950
�Qa!lack, R.E.
anager
Florida License No. 63911
Dan
Now 116 d St#,�� Zrallac"
Ardaman & Associabes Inc.>
'bate:2015.02.1616.3233L-OVoa'
OP
fF w
Subsurface Exploration Information
Ardaman & Associates. Inc.
Our borings describe subsurface conditions only at the locations drilled and at the time drilled.
They provide no information about subsurface conditions below the bottom of the boreholes. At
locations not explored, surface conditions that differ from those observed in the borings may exist
and should be anticipated.
The information reported on our boring logs is based on our drillers' logs and on visual examination
in our laboratory of disturbed soil samples recovered from the borings. The distinction shown on
the logs between soil types is approximate only. The actual transition from one soil to another may
be gradual and indistinct.
The groundwater depth shown on our boring logs is the water level the driller observed in the
borehole when it was drilled. These water levels may have been influenced by the drilling
procedures, especially in borings made by rotary drilling with bentonitic drilling mud. An accurate
determination of groundwater level requires long-term observation of suitable monitoring wells.
Fluctuations in groundwater levels throughout the year should be anticipated.
The absence of a groundwater level on certain logs indicates that no groundwater data is available.
It does not mean that no groundwater will be encountered at that boring location.
STANDARD PENETRATION TEST BORINGS
The Standard Penetration Test is a widely accepted method of testing foundation soils in place.
The N-Value obtained from the test has been correlated empirically with various soil properties.
These empirical correlations allow satisfactory estimates to be made of how the soil is likely to
behave when subjected to foundation loads. Tests are usually performed in the boreholes at
intervals of five feet. In addition, our Firm performs tests continuously in the interval directly below
the expected foundation bearing grade where the soil will be most highly stressed.
Boreholes where Standard Penetration Tests will be performed are drilled with a truck -mounted
CME 45 drill rig or a CME 55 drill rig. The boreholes are advanced by rotary drilling with a winged
bit that makes a hole about three inches in diameter_ A bentonitic drilling mud is recirculated in
order to remove the cuttings and support the walls of the borehole. The drag bit is specially
modified to direct the mud upward and reduce disturbance of the soil ahead of the bit. If access
is not available for our truck -mounted drilling equipment, portable tripod drilling equipment can be
used instead_
Occasionally, running or squeezing ground is encountered that cannot be stabilized by the drilling
mud alone. In addition, drilling, mud may be lost into the soil or rock strata that are unusually
pervious. In such cases, flush -coupled steel casing with an outside diameter of about 3.5 inches
is driven as a liner for the borehole.
After the borehole has been advanced to the depth where a Standard Penetration Test will be
performed, the soil sampler used to run the test is attached to the end of the drill rods and lowered
to the bottom of the borehole. The testing procedure used conforms closely -to the methods
recommended in ASTM D-1586. The sampler used has a split -barrel 24 inches long and an outside
diameter of 2.0 inches. It is driven into the ground below the bottom of the borehole using a
hammer that weighs 140 pounds and falls 30 inches. The driller records the number of hammer
blows needed to advance the sampler in successive increments of six inches. The total number
of blows required to advance the sampler the second and third six-inch increments constitutes the
test result; that is, the N-value at the depth. The test is completed after the sampler has been
driven not more than 24 inches or when refusal is encountered, whichever occurs first. Refusal
occurs when 50 hammer blows advance the sampler sic inches or less. After the test is completed,
the sampler is removed from the borehole and opened.
The driller examines and classifies the soil recovered by the sampler. He places representative soil
specimens from each test in closed glass jars or plastic bags and takes them to our laboratory. In
the, laboratory, additional evaluations and tests are performed, if needed. The driller's
classifications may be adjusted, if necessary, to conform more closely with the Unified Soil
Classification System (USCS). Jar samples are retained in our laboratory for thirty days, then
discarded unless our clients request otherwise.
After completion of a test boring, the water level -in the borehole is recorded.
SOLID -STEM AUGER BORINGS
Solid -stem auger borings are used when a relatively large, continuous sampling of soil strata close
to the ground surface is desired. The testing procedure used conforms closely to the methods
recommended in ASTM D-1452. A 4-inch diameter continuous flight, helical auger with a cutting
head at its end is screwed into the ground in 5 foot sections. It is powered by the rotary drill rig.
The samples are recovered by withdrawing the auger out of the ground without rotating it. The soil
samples so obtained, are described and representative samples put in jars or bags and returned
to the laboratory for further classification and testing, if necessary.
ENGINEERING CLASSIFICATION OF SOILS
The following tables relate N-values to a qualitative description of the relative soil density.
................... .
.... .......
....... ............... ........... ..:...........:.;:.::..:..._:
Very loose
0-4
Loose
5-9
Cohesionless Soils
Medium dense
10-29
Dense
30-49
Very dense
50+
......:::.:. ..
Very soft
0-2
soft
3-4
Cohesive Soils
Medium stiff
5-8
Stiff
9-15
Very stiff
16-30
Hard
31 +
3
Ardaman & Associates, Inc.
STANDARD PENETRATION TEST BORING LOG
BORING B-1
PROJECT: LiCausi Residence FILE No.: 15-5400
River Place, Lot 4, White City, Florida
BORING LOCATION: See Boring Location Plan DRILL CREW: ORL
WATER OBSERVED AT DEPTH 3.5 Fee',
DATE DRILLED: 1-29-15
DEPTU
8YMBOLS
Soil, DESCREPTION
SANIPLE
N
. N VALUE
(FEET)
FIELD TEST DATA
No.
VALUE
s_n c n 2-p 9 p
0—
Fine Sand with S,i,lt,-(S- P N-4),
i,j
Grayish Bmtin Fine Sand "*with *'Silt '*('S'P-SN'l) with 'Some-0-r gainic-s'''"',
2
%
vver
6
: 11 6
. .. ....... ..... . ......... .. ..... ..... ...... .. . ..... .. ....... .......
Grayish Brown Clayey Fine Sand (SC) with Trace Organics
3
26
- - -
6
1:6
. .......
Dark Brown Silty Fine Sand (SM) with Some Organics
4
3
jI
M
....
f
. ........ ......
Dark Brown Clayey Fine Sand (SC) with V,-4ctativc Debris and
T
I
Organics
<'-'rganic Contem- 9%>
<Natural Moisture Content 41° b>
16
12--S
JY6
8raw n l me Sand ('SP)
6
16-6
7
.........i
19.6
14
6
Gray Fine Sand (SP)
8.
.
. . . . .
6
to
End o'Boring
WMAT-N3
FIELD TEST DKM ARE "BLOM"I"INCRES DRIVEN" 140-LB HAMMER, 30-INCII FALL. (ASTM D-1586)
— Aidaman &.Assocaams. Inc.
Ardaman & Associates, Inc.
STANDARD PENETFATIKON TEST BORING LOG
BORMC3,B-2
PROJECT: LiCausi Residence FILE No.: 15-5400
River Place, Lot 4, WWte City, Florida
BORING LOCATION: See Boring Location Plan DRILL CREW: ORL
I WATER OBSERVED AT DEPTH 4 Feet
DATE DRILLED: 11-29,115
DEPTH
SYMBOLS
SOIL DESCRIPTION
SAIMPLE
Pi
IN VALUE
(FEET)
FIELD-TEST DATA
No.
VALUE
T
Grayish Brown Fine Sand kith Silt (SP-SM)
t
jj1:I:f:[!!:i
]XI: C I I'
Grayish B , roy.T. Fine Sand with Silt (SP-SM) with Some Roots
. . . ...... .....
Brown Clayey Fine Sand (SC)3
Z,
:I
.......... .. . ... . ......... .. ..... .........
town Silty me an
9
f6 —Br-o'ivn
Fine Sand with Silt (SP-ST%4) with Surne Roots and
. . . . . . .
. . . . .
i6
luipil 1616
Vegetative Debris
F.
Brown Fine Sand 'SP)
7ee6
3,6
46
1`6
7
7
Gray Fine Sand (SP)
3F6
T 46
lit
End of Boring
NOTES:
FIELD TEST DXTA ARE "BLOINS"MICHES DRIVEN" 140-LB MAIMM 30-041CH FALL.
Ardaman &Associates, -Inc.
(ASTM D-1586)
AUGER BORINGAGOG
BOCK m1
° PROJECT: LiCausi Residence FILE No.: 15-5400
River Place, Lot4, White City, Florida
a BORING LOCATION: See Boring Location Plan DRILL CREW: ORL
WATER OBSERVED AT DEPTH 5 Feet DATE DRILLED: 1/29115
DEPTH"Ry"MBOLS
SOIL DESCRIPTION
No, SAMPLE
r.a.
T
a ;,;,; t t ? ;{
..................•-•-----•---••-•-•�......_...-•-•-•--...-------•-•-------•-•-----•-._....
Grayish Drown Fine Sand with Silt (SP-Stvi,
F
'
_...................................................................................................
-Mth
Grayish Blown Fine Sand Silt (SP-SNI) with Some Organics
:!t?
I ! { F �:!
Dari Bzowu Silty Fine Sand {SM}with Some Organics
3
5-
i j� r t
<Organic Content: 6°/u-
T l i i I
<Natutal Moisture Content. 330> !
)XI: t t:t
Grayish Brown Silty Fine Sand (S-M)
10
i_._._._.._.._.-._..
:::�
-•--•--•--•------•----•-•-----•- ---------••---
Firown tine Sand (SP)
5
� .
t :
Guy Fine Sand with Siit (Sf'-F;M)
I b
I
4
i End of Boring
I
1
1
20
2;
f�
i
:MOTES:
Ardaman & Associates, Inc,
Ardaman & Associates Inca
AUGER BORING LOG
BORING AB-2
I-ROMC71: LiCausi Residence FILE No.: 15-5400
RiVer Place, Lot 4, While City, Florida
BORING LOCATION: See Boring Location DRILL CREW: ORL
WATER OBSM1rED AT DEPTH 4.5 Feet DATE DRILLED: 1/29/15
DEPTH SYMBOLS
SOIL DEISCRIPTION
SAMPL
"T
............ ------------------------------ -----------------
Tinc"-Sand 'vWi-th—S- P--SM) with Some Clayey Fine Sand ( SC) Mixed
I
Grayish Brown Clayey Fine Sand (SC) with Some Organics
W ME
<0t-ganic Content: 7%>
3
I,: E": i I:
Moistum. Conte -it: 24*/o>
------------------------- ................ ....... ......................................
qrdy Jsk K�-Eu?R§pA4 with Silt (SP-SM)
4
Brown Clayey Fine Sand (SC)
.
........................................................................ ................. .........
Grzyisli Brown Silty Fine Sand (S?vl) with Trace 0 mgmes
3
I
-�ru' %v-n"Fine ^S'p"n' d"('S' P—) ---------- -------------------- ------- ------------- ........................
6
End of Boring
20
T
25
L
t
NOTES:
Ardarnan & Associates, Inc.
R E CEIPTE-0 1,Au T '-3 ::lair
FORM R405-2014
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
Florida Department of Business and Professional Regulation - Residential Performance Method
Project Name: LICAUSI RESIDENCE
Builder Name:
Street: 4905 RIVER PLACE
Permit Office: ST LUCIE COUNTY
City, State. Zip: FORT PIERCE, FL ,
Permit Number.
Owner. STEVE AND MARILYN LICAUSI
Jurisdiction:
Design Location: FL, Fort Pierce
County:: St. Lucie (Florida Climate Zone 2 )
1. New construction or odsting New (From Plans)
S. Wall Types (2196.1 sgft.)
Insulation Area
a. Concrete Block - EA Insul, Exterior
R=4.1 1889.00 f12
2. Single family or multiple family Single-family
b. Frame - Wood, Adjacent
R=11.0 307.17 ft'
3. Number of units, if multiple family 1
c. N/A
R= ftz
4. Number of Bedrooms 3
d. N/A
10. Ceiling Types (2070.0 sgfL)
R= ft'
Insulation Area
5. Is this a worst case? No
a. Roof Deck (Unvenled)
R=20.0 2070.00 ft2
6. Conditioned floor area above grade (ft2) 2070
b. NIA
R= fe
R= ft2
Conditioned floor area below grade (ft') 0
c. NIA
11. Ducts
R ft2
7. Windows (237.0 sgft.) Description Area
a. Sup: Attic, Ret: Attic, AH: Garage
6 140
a. U-Factor: Sgl, U=0.65 237.00 ft'
SHGC: SHGC=0.25
12. Coding systems
kBtu/hr .Efficiency
b. U-Factor: NIA ft=
a Central Unit
30.0 SEER:16.00
SHGC:
b. Central Unit
6.0 SEER:33.10
c. U-Factor: WA W
SHGC:
13. Heating systems
kBtulhr Efficiency
d. U-Factor: NIA ft2
a. Electric Strip Heat
27.0 COP:1.00
SHGC:
b. Electric Heat Pump
17.0 HSPF:13.50
Area Weighted Average Overhang Depth: 1.000 ft.
Area Weighted Average SHGC: 0.250
14. Hot water systems
a. Electric Tankless
Cap: 1 gallons
8. Floor Types (2070.0 sgft.) Insulation Area
EF: 0.980
a. Slab -On -Grade Edge Insulation R=0.0 2070.00 ft'
b. Conservation features
b. NIA R= ftz
None
c. NIA R= fl'
15. Credits
None
Total Proposed Modified Loads: 63.81
/'�'�
PASS
Glass/Floor Area: 0.114 Total Baseline Loads: 71.09
I hereby certify that the plans and specifications covered by
Review of the plans and
this calculation are in compliance with the Florida Energy
Code.
!l
specifications covered by this�v
calculation indicates compliance
4yt
+=
with the Florida Energy Code.
PREPARED
Before construction is completed
,BY:
DATE: a
this building will be inspected for
compliance with Section 553.908
_
tti z tom..
I hereby certify that this building, as designed, is in compliance
Florida Statutes.✓4;`-r„�':
with the Florida Energy Code.
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 an envelope leakage
test report in accordance with R402.4.1.2.
lIAS j %
sr i
;6.
3
rnonn Onnr_'301n
PROJECT
Title:
LICAUSI RESIDENCE
Bedrooms:
3
Address Type:
Street Address
Building Type:
User
Conditioned Area:
2070
Lot #
Owner.
STEVE AND MARILYN
LICAU
Total Stories:
1
Block/SubDMsion:
# of Units:
1
Worst Case:
No
PlatBook:
Builder Name:
Rotate Angle:
0
Street:
4905 RIVER PLACE
Permit Office:
ST LUCIE COUNTY
Cross Ventilation:
No
County.
St. Lucie
Jurisdicfion:
Whole House Fan:
No
City, State, Zip:
FORT PIERCE,
Family Type:
Single-family
FL,
New/Existing:
New (From Plans)
Comment:
CLIMATE
IECC
Design Temp
Int Design Temp
Heating Design Daily Temp
Design Location
TMY Site
Zone
97.5 %
2.5 %
Winter
Summer
Degree Days Moisture
Range
FL, Fort Pierce FL VERO BEACH MUNI 2
39
90
70
75
299
62
Low
BLOCKS
Number
Name
Area
Volume
1
MAIN
1837
18263.7
2
WORKSHOP
233
2353.3
SPACES
Number
Name
Area
Volume Kitchen
Occupants
Bedrooms
InfilID Finished Cooled
Heated
1
M TOILET
24
242.4
No
0
1
Yes
Yes
Yes
2
M BATH
72
727.2
No
0
1
Yes
Yes
Yes
3
M WIC
81
818.1
No
0
1
Yes
Yes
Yes
4
MASTER BEDROO
269
2716.9
No
0
1
1
Yes
Yes
Yes
5
M CLST
18
181.8
No
0
1
No
Yes
Yes
6
CAFE
212
2141.2
No
0
1
Yes
Yes
Yes
7
FAMILY
265
2676.5
No
0
1
Yes
Yes
Yes
8
KITCHEN
218
2201.8
Yes
0
1
No
Yes
Yes
9
BEDROOM 3
174
1757.4
No
0
1
1
Yes
Yes
Yes
10
ENTRY
45
454.5
No
0
1
Yes
Yes
Yes
11
PASSTHROUGH
66
534.6
No
0
7
No
Yes
Yes
12
LAUNDRY
54
437.4
No
0
1
Yes
Yes
Yes
13
STORAGE CLST
25
202.5
No
0
1
Yes
Yes
Yes
14
BEDROOM 2
140
1414
No
0
1
1
Yes
Yes
Yes
15
CLST 2
16
161.6
No
0
1
Yes
Yes
Yes
16
BATH 2
56
565.6
No
0
1
Yes
Yes
Yes
17
HALL
28
282.8
No
0
1
Yes
Yes
Yes
18
WORKSHOP CLST
14
141.4
No
0
1
No
Yes
Yes
19
WORKSHOP BATH
60
606
No
0
1
No
Yes
Yes
20
WORKSPACE
233
2353.3
No
0
1
Yes
Yes
Yes
102017 8:36 AM EnergyGauge® USA - FlaRes2014 Section R405A.1 Compliant Software Page 2 of 6
r Ur[IVI R`iVUYV IY
FLOORS
# Floor Type
Space Perimeter Perimeter R-Value
Area
Joist R-Value
Tile Wood Carpet
1 Slab -On -Grade Edge Insulation
M TOILET
loft
0
24 112
_-__
1
0
0
2 Slab -On -Grade Edge Insulation
M BATH
12 ft
0
72 ft2
----
1
0
0
3 Slab -On -Grade Edge Insulation
M WIC
9 ft
0
81 ft2
1
0
0
4 Slab -On -Grade Edge Insulation
MASTER BEDRO
14 ft
0
269 ft2
--
1
0
0
5 Slab -On -Grade Edge Insulation
M CLST
1 If
0
18 ft2
1
0
0
6 Slab -On -Grade Edge Insulation
CAFE
19 ft
0
212 ft2
----
1
0
0
7 Stab -On -Grade Edge Insulation
FAMILY
28.2 ft
0
265 ft2
—�
1
0
0
8SIab-On-Grade Edge insulation
KITCHEN
1 It
0
218 fP
--
1
0
0
9 Slab -On -Grade Edge Insulation
BEDROOM 3
13 ft
0
174 ft2
--
1
0
0
10SIab-On-Grade Edge Insulation
ENTRY
5 ft
0
45 W
1
0
0
1181ab-On-Grade Edge Insulation
PASSTHROUGH
1 ft
0
66 ft2
0
0
12Slab-On-Grade Edge Insulation
LAUNDRY
16 ft
0
54 ft2
0
0
13SIab-On-Grade Edge Insulation
STORAGE CLST
5ft
0
25 ftZ
1
0
0
14SIab-On-Grade Edge Insulation
BEDROOM 2
23 ft
0
140 ft2
--
1
0
0
15SIab-On-Grade Edge Insulation
CLST 2
2 ft
0
16 ftz
1
0
0
16SIab-On-Grade Edge Insulation
BATH 2
15 ft
0
56 W
--
1
0
0
17SIab-On-Grade Edge Insulation
HALL
4 ft
0
28 ft2
__—
1
0
0
18SIab-On-Grade Edge Insulation
WORKSHOP CL
1 ft
0
14 ft2
_—
1
0
0
19SIab-On-Grade Edge Insulation
WORKSHOP BA
1 ft
0
60 ft'
--
1
0
0
20SIab-On-Grade Edge Insulation
WORKSPACE
16.2 It
0
233 ft2
--
1
0
0
ROOF
Roof
Gable
Roof
Solar
SA Emitt
Emitt
Deck
Pitch
# Type Materials Area
Area
Color
Absor.
Tested
Tested
Insul.
(deg)
1 Hip
Metal 2315 f?
0 ft'
Light
0.6
No 0.9
No
20
26.6
ATTIC
V
# Type
Ventilation
Vent Ratio (1 in)
Area
RBS IRCC
1 Full attic
Unvented
0
2070 ft'
N N
1f512017 8:36 AM EnergyGauge® USA - FlaRes2014 Section R405A.1 Compliant Software Page 3 of 6
FORM R405-2014
CEILING
#
Ceiling Type Space
R-Value
Ins Type
Area
Framing Frac
Truss Type
1
Under Attic (Unvented) M TOILET
20
Blown
24 ft2
0.1
Wood
2
Under Attic (Unvented) M BATH
20
Blown
72 ft2
0.1
Wood
3
Under Attic (Unvented) M WIC
20
Blown
81 ft2
0.1
Wood
4
Under Attic (Unvented) MASTER BEDRO
20
Blown
269 ft2
0.1
Wood
5
Under Attic (Unvented) M CLST
20
Blown
16 ft2
0.1
Wood
6
Under Attic (Unvented) CAFE
20
Blown
212 ft2
0.1
Wood
7
Under Attic (Unvented) FAMILY
20
Blown
265ft2
0.1
Wood
8
Under Attic (Unvented) KITCHEN
20
Blown
218 ft2
0.1
Wood
9
Under Attic (Unvented) BEDROOM 3
20
Blown
174 ft2
0.1
Wood
10
Under Attic (Unvented) ENTRY
20
Blown
45 ft2
0.1
Wood
11
Under Attic (Unvented) PASSTHROUGH
20
Blown
66 ft2
0.1
Wood
12
Under Attic (Unvented) LAUNDRY
20
Blown
54ft2
0.1
Wood
13
Under Attic (Unvented) STORAGE CLST
20
Blown
25 ft2
0.1
Wood
14
Under Attic (Unvented) BEDROOM 2
20
Blown
140 ft2
0.1
Wood
15
Under Attic (Unvented) CLST 2
20
Blown
15 ft2
0.1
Wood
16
Under Attic (Unvented) BATH 2
20
Blown
56ft2
0.1
Wood
17
Under Attic (Unvented) HALL
20
Blown
28 ft2
0.1
Wood
18
Under Attic (Unvented) WORKSHOPCL
20
Blown
14ft2
0.1
Wood
19
Under Attic (Unvented) WORKSHOP BA
20
Blown
60 ft2
0.1
Wood
20
Under Attic (Unvented) WORKSPACE
20
Blown
233 ft2
0.1
Wood
WALLS
Adjacent Cavity
Width
Height
Sheathing Framing
Solar
Below
nmt.
Space
10 Wall Type
_ 1
E
Exterior Concrete Block - Ext InsulM TOILET
4.1
4
0 10
1
40.3 ft2
0
0
0.6
0
2
S
Exterior Concrete Block - Ext Insults TOILET
4.1
6
0 10
1
60.6 ft2
0
0
0.6
0
3
E
Exterior Concrete Block - Ext Insul M BATH
4.1
12
0 10
1
121.0 ft2
0
0
0.6
0
S
Exterior Concrete Block - Ext Insul M WIC
4.1
9
0 10
1
90.8 ft2
0
0
0.6
0
_4
_ 5
5
Exterior Concrete Block - Ext InsdMASTER BE
4.1
14
0 10
1
141.2 f12
0
0
0.6
0
_ 6
S
Exterior Concrete Block - Ext Insui CAFE
4.1
10
0 10
1
100.8 ft2
0
0
0.6
0
_ 7
W
Exterior Concrete Block - Ext Insul CAFE
4.1
9
0 10
1
90.8 ft2
0
0
0.6
0
_ 8
S
Exterior Concrete Block- Ext Insul FAMILY
4.1
11
0 10
1
110.9 ft2
0
0
0.6
0
_ 9
SW
Exterior Concrete Block - Ext Insul FAMILY
4.1
4
3 10
1
42.9 ft2
0
0
0.6
0
_ 10
W
Exterior Concrete Block - Ext Insul FAMILY
4.1
13
0 10
1
131.1 ft2
0
0
0.6
0
_ 11
N
Exterior Concrete Block - Ext InsiBEDROOM 3
4.1
12
0 10
1
121.0 ft2
0
0
0.6
0
12
E
Exterior Concrete Block - Ext Ins8EDROOM 3
4.1
1
0 10
1
10.1 ft2
0
0
0.6
0
13
N
Exterior Concrete Block - Ext Instil ENTRY
4.1
5
0 10
1
50.4 ft'
0
0
0.6
0
14
N
Exterior Concrete Block - Ext InsuILAUNDRY
4.1
6
0 8
1
48.5 ft2
0
0
0.6
0
_ 15
E
Exterior Concrete Block - Ext InsulLAUNDRY
4.1
4
0 8
1
32.3 ft2
0
0
0.6
0
16
W
Exterior Concrete Block - Ext InsuILAUNDRY
4.1
6
0 8
1
48.5 ft2
0
0
0.6
0
17
N
Exterior Concrete Block -Ext InsL8TORAGE C
4.1
5
0 8
1
40.4 ft2
0
0
0.6
0
_ 18
N
Exterior Concrete Block - Ext InstBEDROOM 2
4.1
12
0 10
1
121.0 ft2
0
0
0.6
0
_ 19
W
Exterior Concrete Block - Ext InsiSEDROOM 2
4.1
11
0 10
1
110.9 ft2
0
0
0.6
0
20
W
Exterior Concrete Block - Ext Insul CLST 2
4.1
2
0 10
1
20.2 ft2
0
0
0.6
0
1/5/2017 8:36 AM EnergyGaugea USA - FlaRes2014 Section R405.4.1 Compliant Software Page 4 of 8
l+r)PhA PAfK_7f11d
WALLS
Adjacent
Cavity Width
Height
Sheathing Framing Solar
Below
Space
_ 21
S
Exterior
Concrete Block - Ext Insul BATH 2
4.1 8
0 10 1
80.7 ft'
0
0 0.6
0
_ 22
W
Exterior
Concrete Block - Ext Insul BATH 2
4.1 7
0 10 1
70.6 ft'
0
0 0.6
0
_ 23
S
Exterior
Concrete Block - Ext Insul HALL
4.1 4
0 10 1
40.3 ft'
0
0 0.6
0
_ 24
N
Exterior
Concrete Block - Ext InsLWORKSPAC
4.1 2
0 10 1
20.2 ft'
0
0 0.6
0
_ 25
NE
Exterior
Concrete Block - Ext tnsLWORKSPAC
4.1 4
3 10 1
42.9 ft'
0
0 0.6
0
_ 26
E
Exterior
Concrete Block - Ext InsLWORKSPAC
4.1 10
0 10 1
100.8 ft'
0
0 0.6
0
27
N
Garage
Frame - Wood W ORKSPAC
11 21
8 1
169.8 ft2
0
0 0.600000
0
28
E
Garage
Frame - Wood PASSTHROU
11 17
8 1
137.4 ft2
0
0 0.600000
0
WINDOWS
Orientation shown is the entered, Proposed
orientation.
Wall
Overhang
#
Omt ID
Frame Panes NFRC U-Factor SHGC
Area
Depth
Separation
int Shade Screening
1
E 3
Metal Low-E Single Yes
0.65 0.25
6.0 ft'
1 ft 0 in
1 ft 4 in
None
None
2
S 5
Metal Low-E Single Yes
0.65 0.25
16.0 ftz
1 ft 0 in
1 ft 4 in
None
None
3
S 6
Metal Low-E Single Yes
0.65 0.25
12.0 ft'
1 ft 0 in
1 ft 4 in
None
None
4
W 7
Metal Low-E Single Yes
0.65 0.25
15.0 ft'
1 ft 0 in
1 ft 4 in
None
None
5
S 8
Metal Low-E Single Yes
0.65 0.25
45.0 ft=
1 ft 0 in
1 ft 4 in
None
None
6
SW 9
Metal Low-E Single Yes
0.65 0.25
21.3 ft2
1 ft 0 in
1 ft 4 in
None
None
7
W 10,
Metal Low-E Single Yes
0.65 0.25
45.0 ft2
1 ft 0 in
1 ft 4 in
None
None
8
N 11
Metal Low-E Single Yes
0.65 0,25
10.0 W
1 ft 0 in
1 ft 4 in
None
None
9
N 13
Metal Low-E Single Yes
0.65 0.25
24.0 ft'
1 ft 0 in
i ft 4 in
None
None
10
N 14
Metal Low-E Single Yes
0.65 0.25
6.0 ft2
1 ft 0 in
1 ft 4 in
None
None
11
N 18
Metal Lov�-E Single Yes
0.65 0.25
8.0 ft'
1 ft 0 in
1 ft 4 in
None
None
12
S 21
Metal Low-E Single Yes
0.65 0.25
16.7 ft'
1 ft 0 in
1 ft 4 in
None
None
13
W 22
Metal Low-E Single Yes
0.65 0.25
6.0 ft'
1 ft 0 in
1 ft 4 in
None
None
14
E 26
Metal Low-E Single Yes
0.65 0.26
6.0 ft'
1 ft 0 in
1 ft 4 In
None
None
GARAGE
#
Floor Area Ceiling Area Exposed Wall Perimeter Avg. Wall Height
Exposed Wall Insulation
1
441 ft2 384 ft'
38 ft
B ft
11
INFILTRATION
#
Scope
Method SLA CFM 50 ELA
EgLA
ACH
ACH 50
1 W holehouse Proposed ACH(50) .000443 2405.3 132.05
248.34
.3234
7
15/2017 8:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 5 of 6
cnonA anns_OnIA
HEATING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Block
Ducts
1
Electric Strip Heat
None
COP:1
27 kBtulhr
1
sys#1
2
Electric Heat Pump
None
HSPF:13.5
17 kBtulhr
2
Ductless
COOLING SYSTEM
#
System Type
Subtype
Efficiency
Capacity
Air Flow SHR
Block
Ducts
1
Central Unit
Split
SEER: 16
30 kBtulhr
900 cfm
0.8
1
Sys#1
2
Central Unit
None
SEER: 33.1
6 kBtu/hr
180 cfm
0.8
2
Ductless
HOT WATER SYSTEM
#
System Type
SubType
Location
EF Cap
Use
SetPnt
Conservation
1
Electric
Tankless
Garage
0.98 1 gal 60.9 gal
120 deg
None
SOLAR HOT WATER SYSTEM
FSEC
Collector
Storage
Cart
# Company Name
System Model # Collector Model Area
Volume
FEF
None None
ft'
DUCTS
— Supply--
— Return —
Air
CFM 25 CFM25
HVAC #
#
Location R-Value Area
Location
Area Leakage Type
Handler
TOT OUT
QN
RLF
Heat Cool
1
Attic
6 140 ftz
Attic
14 ft2 Default Leakage
Garage
(Default) c(Default) c
1 1
TEMPERATURES
Programable Thermostat: N
Ceiling Fans:
in
H
Feb
Mar
M
Apr
Jun Jul
I May Jun
Aug
rl Aug
Sep
Oct
Oct
Nov
€X
Dec
Dec
Ventinec
g
Jan l l Feb
Mar
Apr
1 Jul
Sep
Oct
Nov
Thermostat Schedule: HERS 2006 Reference
Hours
Schedule Type
1
2 3
4 5 6
7
8 9
10
11
12
Coaling (WD)
AM
PM
78
80
78 78
80 80
78 78 78
80 78 78
78
78
78 80
78 78
80
78
80
78
80
78
Cooling (W EH)
AM
PM
78
80
78 78
80 80
78 78 78
80 78 78
78
78
78 80
78 78
80
78
80
78
80
78
Heating(WD)
AM
PM
65
68
65 65
68 68
65 65 65
68 68 68
65
68
68 68
68 68
68
68
68
68
68
68
Heating (WEH)
AM
PM
65
68
65 65
68 68
65 65 65
68 68 68
65
68
68 6B
68 68
68
68
68
68
68
68
V512017 8:36 AM EnergyGauge® USA - FlaRes2014 Section R405.4.1 Compliant Software Page 6 of 6
FORM R405-2014
TABLE 402.4.1.1
AIR BARRIER AND INSULATION INSPECTION COMPONENT CRITERIA
Project Name: LICAUSI RESIDENCE Builder Name:
Street: 4905 RIVER PLACE Permit Office: ST LUCIE COUNTY
City, State, Zip: FORT PIERCE, FL. Permit Number:
Owner. STEVE AND MARILYN LICAUSI Jurisdiction:
Design Location: FL, Fort Pierce
COMPONENT
CRITERIA
CHECK
Air barrier and thermal barrier
A continuous air barrier shall be installed in the building envelope.
Exterior thermal envelope contains a continuous barrier.
Breaks orjoints in the air barrier shall be sealed.
Air -permeable insulation shall not be used as a sealing material.
Ceiling/attic
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 wail doors to unconditioned
attic spaces shall be sealed.
Corners and headers shall be insulated and the junction of the foundation
Walls
and sill plate shall be sealed.
The junction of the top plate and the top or exterior walls shall be sealed.
Exterior thermal envelope insulation 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 between window/door jambs and framing and skylights and
Rim foists
Rim joists are insulated and include an air barrier.
Floors (including above -garage
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 walls
Where provided in lieu of floor insulation, insulation shall be permanently
attached to the crawlspace wails.
Exposed earth in unvented crawl spaces shall be covered with a Class I
Shafts, penetrations
Duct shafts, utility penetrations, and flue shaft openings to exterior or
unconditioned space shall be sealed.
Narrow cavities
Batts in narrow 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
Air sealing shall be provided between the garage and conditioned spaces.
Recessed lighting
Recessed light fixtures installed in the building 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 tubs shall be insulated and the air
barrier installed separating them from the showers and tubs.
Electrical/phone box on
The air barrier shall be installed behind electrical or communication boxes or
air sealed boxes shall be installed.
HVAC register boots
HVAC register boots that penetrate building thermal envelope shall be
sealed to the sub -floor or drywall.
Fireplace
An air barrier shall be installed on fireplace walls. Fireplaces shall have
gasketed doors
102017 8:36 AM EnergyGaugert USA - FlaRes2014 Section R405.4.1 Compliant Software Page 1 of 1
FORM R405-2014
ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
ESTIMATED ENERGY PERFORMANCE INDEX' = 90
The lower the EnergyPerformance Index, the more efficient the home.
4905 RIVER PLACE'., FORT PIERCE, FL,
1. New construction or eAsting
New (From Plans)
9. Wall Types
Insulation
Area
a. Concrete Block - Ext Insul, Exterior
R=4.1
1889,00 ftz
2. Single family or multiple family
Single-family
b. Frame - Wood, Adjacent
R=11.0
307.17 ft2
3. Number of units, if multiple family
1
c. NIA
R=
ft2
3
d. NIA
R=
ft2
4. Number of Bedrooms
10. Ceiling Types
Insulation
Area
5. Is this a worst case?
No
a. Roof Deck (Unvented)
R=20.0
2070.00 ft?
6. Conditioned floor area (ft2)
2070
b. NIA
R=
ft2
c. N/A
R=
ft2
7. Windows" Description
Area
11. Ducts
R ft2
a. U-Factor: SgI, U=0.65
237.00 ft2
a. Sup: Attic, Ret: Attic, AH: Garage
6 140
SHGC: SHGC=0.25
b. U-Factor: NIA
ft2
SHGC:
12. Cooling systems
kBtulhr
Efficiency
c. U-Factor. NIA
ft2
a. Central Unit
b. Central Unit
30.0
6.0
SEER:16.00
SEER:33.10
SHGC:
d. U-Factor: NIA
ft2
13, Heating systems
kBtulhr
Efficiency
SHGC:
a. Electric Strip Heat
27.0
COPA.00
Area Weighted Average Overhang Depth:
1.000 ft.
b. Electric Heat Pump
17.0
HSPF:13.50
Area Weighted Average SHGC:
0.250
8. Floor Types
Insulation
Area
14. Hot water systems
Cap: 1 gallons
a. Slab -On -Grade Edge Insulation
R=0.0
2070.00 ft2
a. Electric
EF: 0.98
b. NIA
R=
W
b. Conservation features
c. NIA
R=
ft,
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)
in this home before final inspection. Otherwise, a new EPL Display Card will be completed
based on installed Code compliant features.
Builder Signature:
Address of New Home:
Date:
City/FL Zip:
*Note: This is not a Building Energy Rating. If your Index is below 70, your home may qualify for energy efficient
mortgage (EEM) incentives if you obtain a Florida EnergyGauge Rating. Contact the EnergyGauge Hotline at (321)
638-1492 or seethe EnergyGauge web site at energygauge.com for information and a list of certified Raters. For
information about the Florida Building Code, Energy Conservation, contact the Florida Building Commission's
support staff,
**Label required by Section R303.1.3 of the Florida Building Code, Energy Conservation, if not DEFAULT.
11512017 8:36 AM EnergyGauge@ USA - FlaRes2014 - Section R405.4.1 Compliant Software Page 1 of 1
+1+ wrightsoW
Project Summary
MAIN
QUICK CALCS, INC.
4 - -
317 ST LUCIE LANE, FORT PIERCE, FL 34M Phone: 772-466-6799 Faz 772-4666796 Email: OUICKCALCSQAOLCOM
For. LICAUSI RESIDENCE
4905 RIVER PLACE, FPRT PIERCE, FL
Notes:
Job:
Date: Jan 04, 2017
By:
33T
®- •
a o
Weather. Fort Pierce, FL, US
Winter Design Conditions
Summer Design Conditions
Outside db
42 OF
Outside db
90
OF
Inside db
70 OF
Inside db
75
OF
Design TD
28 OF
Design TD
15
OF
Daily range
Relative humidity
M
50
%
Moisture difference
61
gr/lb
Heating
Summary
Sensible Cooling Equipment Load Sizing
Structure
21624 Btuh
Structure
15424
Btuh
Ducts
4767 Btuh
Ducts
6983
Btuh
Central vent (0 cfm)
0 Btuh
Central vent (0 cfm)
0
Btuh
Humidification
0 Btuh
Blower
0
Btuh
Piping
0 Btuh
Equipment load
26392 Btuh
Use manufacturer's data
n
Rate/swing multiplier
0.95
Infiltration
Equipment sensible load
21286
Btuh
Method
Simplified
Latent Cooling Equipment Load Sizing
' Construction quality
Average
Fireplaces
0
Structure
2997
Btuh
Ducts
1878
Btuh
Heating Colin
Central vent (0 cfm)
0
Btuh
Area (ft2)
1837 1837
Equipment latent load
4875
Btuh
Volume (ft3)
18259 18259
Air changes/hour
0.33 0.16
Equipment total load
26161
Btuh
Equiv. AVF (cfm)
100 50
Req. total capacity at 0.70 SHR
2.5
ton
Heating Equipment Summary
Cooling Equipment Summary
Make
Make Rheem
Trade
Trade RHEEM
Model
Cond RA1630AJlNA
AHRI ref
Coil RH1T3621MTANJA
AH R I ref 7941344
Efficiency
100 EFF
Efficiency 13.0 EER,
16 SEER
Heating input
7.7 kW
Sensible cooling
21000
Btuh
Heating output
26392 Btuh
Latent cooling
9000
Btuh
Temperature rise
24 OF
Total cooling
30000
Btuh
Actual air flow
1000 cfm
Actual air flow
1000
cfm
Air flow factor
0.038 cfm/Btuh
Air flow factor
0.045
cfm/Btuh
Static pressure
Space thermostat
1.00 i
� . O.
t �ii gre
'.� �n3
ur
a rplioI
1.00
0.82
in H2O
Calculations approved
-+ wrightsofta �`'
:+.. RightSu'rte® Universal 2017 � .0.
ACCQ EADocumnetslWrightsoft WAC%LICAUSI RESIDENCErup Cato =
J 8th Ed.
Olt
8C
Z
r
CTA
W
N
01
O
OAWN�
2�pDQ�p
Q
_ Qv
v
�n.��
���
3,33�g�
�•S
�
W d���
N
8 �
�
�
CNN-�N�NNNN-•N-�-�NNNN--�'
v3� "w wW� �e � � W W � �
:3
00 0 0000 0 00 00
+.
V�
kkcbk k kkkk
S
N
--$�po5�oop�0pppg�pp0�0$�0oq�0000Q�9p�og�o
2Si Ki �25���u 2Y��2S �i 25 �i,��Z52S 2S �ii
TNT
J
fDco 77 777
O
OOO Q-o aDA �AOD��Oo?�AODo�OD dip
J J
oN?��311?���IINN'(ap(ap(apcApN?�V No(a(pp(p(pp(a(pp�a(ppN
-
x�
SAJJt'0
)
o p
�
O� NaOp
8A W8 A8 N �O N J AO VOW
•p bmi
3�
�
UI t0
a:
JJm ��pp
CJhy OO�NOOo�D1N�00o00000�
�
��
2
N
Z
O
V.NA000
A
p
p p�
�W NfO iO W� 0 co (O p Nab
C
S
�
-5�
t5aoop
A
25
o
�i
25
g¢�� yy� rt�� aa�� tt�� }}��
oAL525�S�Yfvig�nJiLS%So�""�`8�
p
.NA A o o 0 o 0 o o o o!� 0 6 0 0 0 0 o 0
•�
O O
rn
o
O A O O O O O O O O O R O 6 O O p o 0 a
0
X O 8
0—
�
Al
A
O
��pp
ttpp
'
g
N N "
�
W V 0 0 0
V
O
W
N O O O ... O O O� O" O O O O 00
C6
Ca
n
n
0_
g
j40. O
jp3
J
O O
O�
�D
d)
� O A O O O O O O O O O W O W O O O O O O
ti
v0
A
O
V
+ wrightsoft Right-M Worksheet Job:
MAIN Date: Jan 04, 2017
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Fax 772-466-6796 Ernail: QUICKCALCS@AOL.COM
1
Room name
M BATH
M WIC
2
3
Exposed wall
Room height
120 ft
10.1 ft heaVcool
9.0 ft
10.1 ft heat/cool
4
5
Room dimensions
Room area
6.0 x 120 ft
720 ft2
9.0 x 9.0 ft
81.0 ft2
Ty
Construction
number
U-value
(I3tuh1ft'-°F)
Or
HTM
(Btuhfft2)
Area (ft2)
or perimeter (ft)
Load
(Pt I
Area (ft2)
or perimeter (ft)
Load
(Btuh)
Heat
Cool
Gross
N/PIS
Heat
Cool
Gross
N/P/S
Heat
Cool
6
11
13A-0ocs
2 glazing, cir lave
2 glazing, clr lave
2 glazing, clr la -e
2 glazing, cir low-e
13A-0ocs
13A4ocs
2 glazing, cir iow-e
13A-0ocs
2 glazing, cir low-e
2 giazirg, clr lave
2 giazirg, clr low-e
2 glazing, clr low-e
13A-0ocs
2 glazing, cir low-e
13A4ocs
2 glazing, cir lave
2 glazing, cir low-e
16A30md
22A-tph
0.143
Q650
0.650
0.650
0.650
0.143
0.143
0.650
0.143
0.650
0.650
0.650
0.650
0.143
0.650
0.143
0.650
0.650
0.032
1.358
n
n
n
n
n
ne
a
a
s
s
s
s
s
sw
sw
w
w
w
. -
4.00
18.20
18.20
18.20
18.20
0.00
4.00
18.20
4.00
18.20
18.20
18.20
18.20
4.00
18.20
4.00
18.20
18.20
0.90
38.02
219
14.99
14.99
14.99
14.99
0.00
219
33.77
219
14.99
14.99
14.99
1499
219
26.16
219
33.77
33.77
224
0.00
0
0
0
0
0
0
121
6
0
0
0
0
0
0
0
0
0
0
72
72
0
0
0
0
0
0
115
0
0
0
0
0
0
0
0
0
0
0
72
12
0
0
0
0
0
0
461
109
0
0
0
0
0
0
0
0
0
0
65
456
0
0
0
0
0
0
252
203
0
0
0
0
0
0
0
0
0
0
161
0
0
0
0
0
0
0
0
0
91
0
0
0
0
0
0
0
0
0
81
81
0
0
0
0
0
0
0
0
91
0
0
0
0
0
0
0
0
0
81
9
0
0
0
0
0
0
0
0
364
0
0
0
0
0
0
0
0
0
73
342
0
0
0
0
0
0
0
0
199
0
0
0
0
0
0
0
0
0
181
0
W
W
1-G
VN
L--G
1N
C
F
6
c) AED excursion
-1
-7
Envelopeloss/gain
1091
615
779
373
12
a) Infiltration
217
58
162
44
b) Room ventilation
0
0
0
0
13
Uttemal gains: Occuparts @ 230
0
0
0
0
Appliances/other
01
1 0
Subtotal Qines 6 to 13)
1308
673
941
416
Less extemal load
0
0
0
0
Less transfer
0
0
0
0
Redistribution
2
6
0
0
14
Subtotal
1310
679
941
416
15
Duct loads
22%
451/6
289
308
22%
40%
208
189
Total room load
1599
987
1149
615
Air required (cfm)
I
I 61
44
44
27
Calculations awroved bvACCA to meet all reauirements of Manual J 8th Ed.
411- wrightsoft R htSufte® Universal 201717.0.08 RSU08101 2017-Jan-05 08:32:43
AGCP Page 2
EADocumnetslWrightsoft HVAC%LICAUSI RESIDENCE. rup Calc = MJS Front Door faces: N
r
aA@@
W
N
W
O
QIA WN>
O Q R
T
a
g m
V
Tn
Er
--I
.il 8� 8
pp pppQk jm$ p
O;301 O
'S
�i
W ��'�
8
fD
N
w a�•
NN>N-�NNNN>N»NNNN>
W
l
°° o °oo o ° Qa P-
v
=
vcb
tgb cb cgb cg6 cb cgb cgb
8
ppppp��
ppopp(ppp�00000�ppp�0pppp�0pp
r
(ppp�00.
(ppp�00(ppp(��
t� »» -
WOOD07ApoAWWWooAWA0P 0DmmmA
{�
�N�A�pp
GN.�W�II
—
���1IN fA�pp(?(pp (A(ppN �W�1INOfA�pp �A(pp cl�ppa �A(ppN
S
G)
Q
N
(O (°OOOOOOOWO�00000000
�
O >
c
..A
O
A (OOOOOOOOW OCNJ100.000000
> mm
x A.Z1
O
mm
W
m
N
_
ZI
O O
v
8
�
W�
��V.00
3
Otl
OOo
A
O�OOOOOOO�OAOOOOOOOO
O
O
W W O O O O O o O O O o O O o O O O O O
O
10
0
0
08000000000000000000
x
00
N
0
00
oornoo
1 >W
1
10010)
1
1 Orn 000000000000000000
Cs
C a
8
00
0ob00
6
00
00
$
S
06.0000000000000o0000
3.
U3
a
O
w v C-
m
O
c
°s
a
n
r
CDS
N
m
co C
m m
ri a
m
2
J
0 :c
d
�o
n �
�z
-nm
�o
0
8
w
flit
W
N
0
" O
0.4 WN-�
�0
0LD�iW
T
U8
wr
s s s' a
3
_
N —
fD
�
1.
$
3 0.
fl�
333 3
0
m
N
D�� wo ���3� cam a�c3cp-(Ra
Pv �i R{ � �v �,
o.
a
g
00 0 0000 0 0000
cb cb cb cb cb cb cb cb cb cb cb cb
�c
ppOpp pQOOOpp(pOO OOppOOOpp OOO O(pOJ��(pOOO
Nry
gt��7
Opp�pp QNN�NWNxp, ONN)pd ,ON�No ONNG i�Et7 zNt
PNN 0NN00NNo pN
x
(8(�;p pO p?p
oN?NN????N NoaapaN
SaZI�0rn0f$c`S`cSi80�08c`$`c8i88 0
G)
0�
O
NN('hOs co coo Ns coo cc) coo
g
- o
Ot
77
pppp
fON00�00000 Nt000 O 00000
�
0
X
O �A7
j xm
cis
-�A00
N
V
O
NOOAOOOOOWOOOOOOOO
CC
7 CL
x
CT
JJ
�j OVo00D
OVA
OD
00
(p
ON
T
((,�T�
fT
� p�(
OA' O80000c)Spp
� O(TDoc 00000
G)
O
NN
o
O
uboa00-+:± MCC) 00000
Ao007N8Oac)oso000000o
...
O
x
N
pN
AR..
I
a
0
N
Ut
cNd55��
00Vt
Vt00 (Js O c000 000000.o
�a
0
�
$
Nh��nn
1
C
°la)
55nn
§ko5oAoc000000.
.o
00
0�
Oryyia'oP
C�
c
3.
Lo
O
S n
• I
O
Q
C� y
CD
CD
W � O
A Q
Sr
b
V
m N
W
01
OI A
W
N
°)
m
C7I A col j
-110�����
�3
5I
?
3a
'3°
0
°
0
4�RSa43�
qR .RL
0
W
I g
k cb k k k cb cb k k cb
�c
1
o00000000000000000o
N�
0
(D
�L FF � NN N NN fD fD �p 77 777
((��
AONNS
Oppo(0(pp 0NI�o�NpA ONI�OA P-3NN
pA pO N�NN92I�10-I���A
I,�WWI� NW!�
NO'OOSOSOOOOSOSSOOOOS
��
oNii��sIN�N(ap(a(pp(a(pp(a(ppNNota�pp(a(ppfa(pp(a(OpN
-
y�
S
oR
NI�]
;�
OD p
O
aoa0000000000000000000
3
my
0
z
0
om0000OOO0000000000o
o
x
o�
CAf
p g
OWNOO
A
00
c>p
(T
(D�
CA coo 000000000000000
�
III�j�j�j
O
$
(�25moo
A
L
A00000000oOo0000000
N
V V
A O
O
0
'w
o
WA00000000000000000-+
x .Z1
o0
;:oO
_
C
O CO
A °)OOOOOOOOOOOOOONOO(T
CL
N
m
NN CaN
O O O O O o 0 0 0 0 0 o N 0 0 (�n 0 0 0
0 0
00
08
W
O
(T
O
IF1
0 n3
;K z�
n L
to p
C� y
1�
+ vurightsoft Right-M Worksheet Job:
MAIN Date: Jan 04, 2017
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466-6799 Farc 772-466-6796 Email: QUICKCALCSQAOL.COM
1
Room name
ENTRY
PASSTHROUGH
2
3
Exposed wall
Room height
5.0 ft
10.1 ft heat/cool
0 ft
8.1 ft heat/cool
4
5
Room dimensions
Room area
5.0 x 9.0 ft
45.0 ft'
11.0 x 6.0 ft
66.0 ft2
Ty
Construction
r unber
U-value
(8tuh/fVL'F)
Or
HTM
(Bt I
Area (ft2)
or perimeter (ft)
Load
(Btuh)
Area (ft�
or perimeter (ft)
Load
(13tuh)
Heat
Cool
Gross
N/P/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
11
13AAocs
2 glazing, clr low a
2 glazing, clr low-e
2 glazing, cir low-e
2 glazing clr low-e
13A4ocs
13AAocs
2 glazing, clr low-e
13A4ocs
2 glazing, clr low-e
2 glazing, clr low-e
2 glazing, clr law-e
2glazing, clrlow-e
13A4ocs
2 glazing, clr low-e
2 glazing, clr low-e
2 glazing, clr low-e
16A30md
22Atph
0.143
0.650
0.650
0.650
0.650
0.143
0.143
0.650
0.143
0.650
0.650
0.650
0.650
0.143
0.650
0.143
0.650
Q650
0.032
1.Wl
n
n
n
n
n
ne
a
a
s
s
s
s
s
sw
sw
w
w
w
-
-
4.00
18.20
18.20
18.20
18.20
0.00
4.00
18.20
4.00
18.20
18.20
18.20
18.20
4.00
18.20
4.00
18.20
18.20
0.90
38X2
219
14.99
14.99
1499
14.99
0.00
219
33.77
2-19
14.99
14.99
14.99
14.99
219
26.16
219
33.77
33.77
2-24
0.00
51
0
0
0
24
0
0
0
0
0
0
0
0
0
0
0
0
0
45
45
27
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
45
5
106
0
0
0
437
0
0
0
0
0
0
0
0
0
0
0
0
0
40
190
58
0
0
0
360
0
0
0
0
0
0
0
0
0
0
0
0
0
101
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
66
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
66
0
0
0
0
0
0
0.
0
0
0
0
0
0
0
0
0
0
0
0
59
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
148
0
W
W
L-G
ILE13AAocs
C
F
6
c) AED ecursion
-10
-3
Ernelope loss/gain
773
509
59
145
12
a) Infiltration
90
24
0
0
b) Room ventilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Applianceslother
0
1 0
Subtotal Vines 6 to 13)
1 864
533
59
145
Less extemal load
0
0
0
0
Less transfer
0
0
0
0
Redistrib LAion
4864
533
225
139
14
Subtotal
0
0
284
284
15
Duct loads
22%
45%
0
0
22%
450
63
129
Total room load
0
0
347
413
Air required (cfm)
0
0
13
18
Calculations aaaroved bvACCA to meet all requirements of Manual J 8th Ed.
ACCta -f+i WYightSOft Right -Suite® Universal 2017 17.0.08 RSU08101 2017-Jan-0S O6 Page 6
EADocumnets\Wrightsoft HVAC%UCAUSI RESIDENCE.rup Calc = MJB Frond Door faces: N
- + wrightsofty Right-M Worksheet Job:
MAIN Date: Jan 04, 2017
By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772-466.6799 Fax 772-466-6796 Errail: QUICKCALCSr@AOL.COM
1
Room name
LAUNDRY
STORAGE CLST
2
Exposed wall
16.0 ft
5.0 ft
3
Room height
8.1 ft heat/cool
8.1 ft heaticool
4
Room dimensions
6.0 x 9.0 ft
5.0 x 5.0 ft
5
Room area
54.0 ft'
25.0 ft'
Ty
Construction
U-value
Or
HTM
Area (ft�
Load
Area (ft�
Load
number
(Btuh/ft;°F)
(Bt
or perimeter (ft)
(Btuh)
or perimeter (ft)
(Btuh)
Heat
Cool
Gross
WP/S
Heat
Cool
Gross
N/P/S
Heat
Cool
6
13A4ocs
0.143
n
4.00
219
49
43
171
93
41
41
162
89
2 glazing, clr low-e
0.650
n
18.20
14.99
6
0
109
90
0
0
0
0
2 glazing, cir law-e
0.650
n
18.20
14.99
0
0
0
0
0
0
0
0
2 glazing, clr lave
0.650
n
18.20
14.99
0
0
0
0
0
0
0
0
11
2 glazing, clr lave
0.650
n
18.20
14.99
0
0
0
0
0
0
0
0
W
13AAocs
0.143
ne
0.00
0.00
0
0
0
0
0
0
0
0
13AAocs
0.143
a
4.00
219
32
32
130
71
0
0
0
0
T--G
2 glazing, cir low-e
0.650
a
18.20
33.77
0
0
0
0
0
0
0
0
13AAocs
0.143
s
4.00
219
0
0
0
0
0
0
0
0
2 glazing, clr low-e
0.650
s
18.20
14.99
0
0
0
0
0
0
0
0
2 glazing, clr low-e
0.650
s
18.20
14.99
0
0
0
0
0
0
0
0
2 glazing, cir low-e
0.650
s
18.20
14.99
0
0
0
0
0
0
0
0
2 glazing, cir low-e
0.650
s
18.20
14.99
0
0
0
0
0
0
0
0
lQJ
13AAocs
0.143
sw
4.00
219
0
0
0
0
0
0
0
0
t-G
2glazing, cirlow-e
0.650
sw
1a20
25.16
0
0
0
0
0
0
0
0
13AAocs
0.143
w
4.00
219
49
49
195
106
0
0
0
0
2 glazing, clr low-e
Q650
w
18.20
33.77
0
0
0
0
0
0
0
0
2 glazing, clr lave
0.650
w
18.20
33.77
0
0
0
0
0
0
a
0
C
16A-30md
0.032
-
0.90
224
54
54
48
121
25
25
22
56
F
22Artph
1.358
-
38.02
0.00
54
16
608
0
25
5
.190
0
6
c) AED excursion
-10
-3
Errelope losstgain
1261
472
375
142
12
a) Infiltration
232
62
72
19
b) Room %ertilation
0
0
0
0
13
Internal gains: Occupants @ 230
0
0
0
0
Appliances/other
0
0
Subtotal (lines 6 to 13)
1 1493
534
447
161
Less external Iced
0
0
0
0
Less transfer
0
0
0
0
Redstritwtion
113
70
0
0
14
Subtotal
1605
603
447
161
15
Duct loads
22%
45%
354
273
22%
450/a
99
73
Total room load
1959
877
546
234
Air required (cfm)
74
39
1
1 21
10
Calculations approved bvACCA to meet all requirements of Manual J 8th Ed.
it - 41- wrilghtsc2ft- Right -Suite® Universal 2017 17.0.08 RSU08101 2017-Jan-05 08:32::43
EADocurnnets\Wrightsoft HVACILICAUSI RESIDENCErup Calc = MJ8 Front Door faces: N 9
m4O
3
0
rm
D�
X�m
l!1 C
m
m
m-
v
N V
0 O
n �
C
T �
30
O
8
OA
W I
N I
' • O
OAWN>
P
0LD;O
�
a
gw
1
���
8
•$�
pp RU0)
N xi
�-
@
x
S
35
o
f
@@
8
338
Q
03
il
NN>N>NNNN>N»NNNN>
0�3��� �9���9W�wW��9�9�
>a
W
2
q p
$ 191,
2� $(9b
o
m
mm m mmmm mm
2Si ��og 0i �0i0 �p$�pp�jp�io�?OQ�o Q000Q0�0Q�oQ�pQ�p
�.{�25 �i ZS0 "U �`)�i t"]•�fia his is is i.
N�
070 i78.4 i7 A PQO W 5t OP",,>W pPA
oN��V'sl��ilN�N(a(Op(a(pp(a(pp(a(ppN��VlNo�a(pp(a(ppca�pp(a(ppN
-
S A V V O D) fD (O fD CO (D f0 V o S (O (O f0 t0 t>O
�G)
O
NNN
O
p
_ ,pp >
,pp
0 0 0 0> on 0 O o 0 0 o o 0 no W O N
9
R3
>
O
O
= ;*
Z
e
41 0 0 0> O O O O O O O O O O O O O O W
X W
O8
x
W00
O(T
O�9>
CV) OaAO00000000000&A
O N
b
g
N W
��jjp>p
O W W 0 0
>
g
On
O>
O
> N
O A O O x O O O O O O O O O O O O O O
')
N
o
p
8 8 0 0 8 0 MOO 0 0 0 0 0 0 0 0 0 0 0
m
m O
0
�
_
m
o
o
NAooe000000000000000
x NO
o�
N
O
00
OO�OO
NN
V
OS
>
j
2�A000>O000000000000o0
� CL
v
o
an
O
on
00,4,�00
m
Oo
00
OJo
N
(
o0)oOt0000000o00 no Oo0
w
10
0
0
0
r
0
0
9
cm
KIM
I
ono v c
m q
z
CTA
W
N
m
m
WAWN>
Er r V M-r
:U �1
33 3cfp 3
R3
5} k�� fD
�.
3 as
gn
m
NN>N +'NNNN>N-•>NNNN>
°'��wc2 g�c3�c3�W�Wa'�9.�52.QQ"
n o000
40p00�
cb (qqo � k cb m k cb cb k cb cb
p
IQC
5�o05�05�00$�00g�05�0000g�0005�0q�0$�00
A P-�D�D7$NN8N.D.N AO iMN 0NN7A
Opp��O(pp ONND
2
yA}'
Ni�NA,N>WN
N�N �8N?Nt
oN��JI,�fJ''ilNNN(a(pp(a(Op(a(pp(a(ppN.�V1'Nofa�pp:�tpatnp�apN
—
SA V Vo mf>O SEE88 VO8 ss E88
0
o Z>
o
ssorn:2oowoo0a000coMao
M.
0 0
°'
v
o
n�'ioo�noom000�o000000o
x o�
N
=
**gXX)
v
O
W
N O O
CJ
O j
N
c� C
V S(� Op I��7 �I��71j
OO O(D�000OOOWOOOOOOOO
2i
b
v
O
rnrn
(O
pp
�h..
�j
V
00
O
W
(>
o9o9AocAo0oW00000000
G)
R
m�
N
0
0
��000000000$00000000
��
o
A
O
x A=
2
J
O O
O O> 0 0
O N
N N O o 0 0 0 o o 0 0 N 0 o 0 o 0 0 0 0
�
8
O O
O O V o 0
p� m
MO
08
&
W
�
O W o O O O o O O O O N O O O O o 0 o o
cm
r.
z
.cpp0
Grip
rn i
0
8
a'
m
W
Z
T
(TA
w
N
M
' ' O
... -a-
-i
P
8u�
Q'
-US
V
-i
`
�
8888
m
333 3
3,%
ID
CA)
o
9
no 0 0000 0 ooao
o000000000000000000
�
W W W W W A (D m 7 7 7 7 7
O
[.f
omwa,'mao'Dm'wo.r, 4pwm•a$0,.,
x
6�
rg`82323823823�$'238238`u9'2323�8
��
N.��V11'Npo
-
ON?�V+31.��V'IN.�d;N,���appa�pta(pp ta�pp fa(pp da�pp ca�pp ta�ppN
8 A V V f0 07 (O cD (O (O (D f0 V t0 8 fD (D t0 l0 f0
G)
O
N
0
o
aa'000000000000000coo
3
0
;1
o
O A o O O O O O O O O O o O O o o O o O
X
o x
.Y' o
x
O n
00
oowwoo
'w
Oo
w
ow000000000000000000
a
0o
0C)!'oO
00
00
O!i00000000000000000o
g�
�i
o
o
�'�000000000000000aoo
�'�
o O
cn
o O
M
0
CROooOOOOOOOooOOO000
x
0
=0
O O
O O k o 0
A
o 0
?
0 0 0 0 0 0 0 0 0 0 0�
O.A 0 0 0 0 0 0 0CL
x
8
00
f�
O O W O O
�7
W
O O
O O
�7
W
N
(
O W.O o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
z
Duct System Summary Job:
Vli rightsofte Date: Jan 04, 2017
MAIN By:
QUICK CALCS, INC.
317 ST LUCIE LANE, FORT PIERCE, FL 34946 Phone: 772466-6799 Fax 772.466-6796 Eneil: OUICKCALCS@AOL.COM
• ® •
For. LICAUSI RESIDENCE
4905 RIVER PLACE, FPRT PIERCE, FL
External static pressure
Pressure losses
Available static pressure
Supply / return available pressure
Lowest friction rate
Actual air flow
Total effective length (TEL)
Heating
1.00 in H2O
0 in H2O
1.00 in H2O
0.500 / 0.500 in H2O
1.000 in/100ft
1000 cfm
Cooling
1.00 in H2O
0 in H2O
1.00 in H2O
0.500 / 0.500 in H2O
1.000 in/100ft
1000 cfm
196 ft
Supply Branch Detail Ta-
ble
Name
Design
(Btuh)
Htg
(cfm)
Clg
(cfm)
Design
FR
Diam
(in)
H x W
(in)
Duct
Matl
Actual
Ln (ft)
Ftg.Egv
Ln (ft)
Trunk
BATH 2
h 2544
96
69
1.000
5.0
Ox 0
VIFx
39.8
155.0
st6
BEDROOM 2
h 3253
123
72
1.000
5.0
Ox 0
VIFx
41.2
155.0
St6
BEDROOM 3
h 2391
91
71
1.000
5.0
Ox0
VIFx
27.7
135.0
sty
CAFE
c 2583
111
115
1.000
5.0
Ox 0
VIFx
24.3
115.0
st2
FAMILY
c 3300
108
147
1.000
6.0
Ox0
VIFx
37.2
135.0
st5
FAMILY -A
c 3300
108
147
1.000
6.0
Ox 0
VIFx
29.8
135.0
sty
KITCHEN
c 2380
19
106
1.000
5.0
Ox 0
VIFx
12.4
115.0
st3
LAUNDRY
h 1959
74
39
1.000
4.0
Ox0
VIFx
16.4
115.0
st3
M BATH
h 1599
61
44
1.000
4.0
Ox0
VIFx
37.1
135.0
st4
• TO] LET
h 1204
46
21
1.000
4.0
Ox0
VIFx
38.5
135.0
st4
• WIC
h 1149
44
27
1.000
4.0
Ox0
VIFx
35.8
135.0
st4
MASTER BEDROOM
c 1270
43
57
1.000
4.0
Ox0
VIFx
21.5
115.0
st2
MASTER BEDROOM -A
c 1270
43
57
1.000
4.0
Ox0
VIFx
22.4
115.0
st2
PASSTHROUGH
c 413
13
18
1.000
4.0
Ox0
VIFx
10.9
115.0
st3
STORAGE CLST
h 546
21
10
1.000
4.0
Ox 0
VIFx
14.4
115.0
st3
Sup,ply;Triin Detail T'4-o
r.
Trunk
Htg
Clg
Design
Veloc
Diam
H x W
Duct
Name
Type
(cfm)
(cfm)
FR
(fpm)
(in)
(in)
Material
Trunk
st4
PeakAVF
150
92
1.000
763
6.0
0 x 0
VinIFLx
st2
st2
PeakAVF
348
320
1.000
787
9.0
0 x 0
VinlFIx
st6
PeakAVF
220
140
1.000
822
7.0
0 x 0
VinlFlx
st5
st5
Peak AVF
525
506
1.000
796
11.0
0 x 0
VinlFlx
st3
st3
PeakAVF
652
680
1.000
866
12.0
0 x 0
VinlFlx
BoWtaBo values have been manually overridden
111.1- .� wri htsoft" 2017-Jan-0508:32:45
Right -Suite® Universal 2017 17.0.08 RSU08101 Page 1
�'� E\Documnets\Wrightsoft HVAC%LICAUSI RESIDENCErup Cab = MJ3 Front Door faces: N
Return Branch Detail Talb le.
Name
Grill
Size (in)
Htg
(cfm)
Clg
(cfm)
TEL
(ft)
Design
FR
Veloc
(fpm)
Diam
(in)
H x W
(in)
Stud/Joist
Opening (in)
Duct
Matl
Trunk
rb5
Ox 0
1000
1000
0
0
0
0
0x 0
V I Fx
2017-Jan-05 08:32:45
A. - W rightsoft`` Right -Suite® Universal 2017 17.0.08 RSU08101 Page 2
ArCK EADocumnetsMightsoft HVAC%LICAUSI RESIDENCErup Calc = MJ8 Front Door faces: N
•
,
-; (
•
Lard; ..�� .
_
I
I'
its: —
INK
O=�`�-'`
sir{.