HomeMy WebLinkAboutSUBMITTED PAPERS4
Turifiler & Smit
Architects Planners, INC.
Nov 18 (CA°)
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2295 Corporate Blvd. N.W. - Boca Raton, FL 33431
Phone: 561-997-7286 - Fax: 561-997-5721
tsarch@bellsouth.net
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Lawson, Noble & Webb, Inc.
ENGINEERS - PLANNERS - SURVEYORS
December 21, 1999
Department of Environmental Protection
P.O. Box 15425
West Palm Beach, Florida 33416
Attn: Water Facilities Administer
Re: POD 20A at the Reserve
DEP Permit No. 81082-009-DSC
L.N. & W. Project No. B273
To Whom it May Concern:
Please find enclosed our Certification of Completion Construction for the above
referenced project. Included in this package are one (1) copy each of the
following: DEP Certification Form, sample points results, pressure tests results
and blueprints with the indicated limits of completion. Note that the request is a
full water release for a distribution main as shown on the enclosed drawings.
If you have any questions relative to this Certification of Completion/Request for
Clearance, do not hesitate to contact our office. Thank you for your time and
consideration.
Sincerel
!Director of Engineering
RAM/srb
cc: Charles_Cangianelli, St. Lucie County_with.attachments
Bob Vail, Reserve Homes
\\PSL_FS\MAIN\Data\200-299\b273\DOCS\B273 DEP DW LTR 12-21-99.doc
LAwsoN, NOBLE & WEEE, INc. • 590 NW Peacock Boulevard, Suite 9 • Port St. Lucie, FL 34986
PH. (561) 878.1700 • FAX (561) 878-1802 • Inw-psl®Inw-inc.com
West Palm Beach - Port St. Lucie - Plantation
yq l: .*J'
Department of
'`-
FLpR16A .7 Environmental Protection
=�-a
Certification of Construction Completion and Request for a Letter of Clearance
to Place a Public Drinking Water Facility into Service
INSTRUCTIONS: See Page 3.
• Project Name: POD 20A at the Reserve
• Project Construction Permit No.: 81082-009-DSC Date Permit Issued: 5/12199
• Portion of Project for Which Construction Is Substantially Complete and for Which a Letter of Clearance Is Requested:
Request for full water release.
• Permittee
Utility/Company Name: Reserve Homes. LTD., L.P. Telephone No.: 561-994-9989
Address: 3600 Club Place
City: Boca Raton State: FL Zip Code: 33496
• Owner/Operator of Project After It Is Placed into Service
Utilitv/ComDanv Name: Reserve Communitv DeveloDrr
Address: 10300 NW 11" Manor
Telephone No.: 954-753-0380
City: Coral Springs State: FL Zip Code: 33071
• Professional Engineer in Responsible Charge of Inspecting Construction of Proiect
Name of Engineer: Robert A. McSorley, P.E.
Firm Name: _Lawson, Noble and Webb. Inc. Telephone No.: 561-878-1700
Address: 590 NW Peacock Blvd., Suite 9
City: Port St. Lucie State: FL Zip Code: 34986
• I, the undersigned owner or authorized representative* of Reserve Homes, LTD.. L.P. , certify the following:
(1) that the contractor has furnished us with record drawings for the substantially completed portion of this project and
that these record drawings are available for review at the following location: Lawson. Noble and Webb. Inc.; and
(2) that, if this project involves the construction of any new or altered treatment facilities, an operation and maintenance
manual for the new and altered treatment facilities included in the substantially completed portion of this project is
available for review at the site of the new and altered treatment facilities.
Also, I certify that, if we wil not be the owner/operator of this project after it is placed into service, we have provided a copy
of the ove mentioned ord drawings a d a copy of the above mentioned operation and maintenance manual, if
appl- to th ers r system that
wil be a owner/operator of this project after it is placed into service.
t1 John R. Tompson, Vice President
Sign ure and to Name and Title (please type or print)
* Att ch a letter of a horization.
DEP Fon 62-555.900(9) Page 1
Effective December 10, 1996 9
I, the undersigned owner or authorized representative' of Reserve Community Development District . certify that we
will be the owner/operator of this project after it is placed into service. Also, I certify the following:
(1) -that we have received a copy of the record drawings for the substantially completed portion of this project and that
these record drawings are available for review at the following location: Lawson. Noble and Webb. Inc. ; and
Certification of Construction Completion and Request for a Letter of Clearance to Place a Public Drinking Water
Facility into Service
Project Name: POD 20A at the Reserve
Project Construction Permit Number: 81082-009-DSC
Substantially Completed Portion of Project: Request for full water release.
(1) that, if this project involves the construction of any new or altered treatment facilities, we have received a copy of
the operation and maintenance manual for the new and altered treatment facilities included in the substantially
compjete,d portion of this project and that this operation and maintenance manual is available for review at the site of
the e d afte treatment facilities.
1 t Robert J. Vail, District Supervisor
Signature a d Da Name and Title (please type or print)
Attach a letter of authorization.
I, the undersigned professional engineer registered in Florida, certify that I am in responsible charge of inspecting
construction of this project for the purpose of determining in general if work is proceeding in compliance with the
construction permit and approved plans and specifications. Also, I certify the following:
(1) that the substantially completed portion of this project has been constructed in accordance with the construction
permit and approved engineering plans and specifications or that, to the best of my knowledge and belief, any
deviations from the construction permit and approved engineering plans and specifications will not prevent this
project from functioning in compliance with Chapters 62-550, 62-555, and 62-560, F.A.C.;
(2) that the record drawings for the substantially completed portion of this project are adequate and indicate all
deviations from the construction permit and approved engineering plans and specifications; and
(3) that, to the best of my knowledge and belief, all new or altered well facilities, new or altered treatment facilities
downstream from the first point of application of disinfectant at a treatment plant, new or altered finished water
pumping facilities, new or altered finished water storage facilities, and new or altered water mains included in the
substantially completed portion of this project have been disinfected and bacteriologically tested in accordance with
Rules 62-555.315(3), 62-555.340, and 62-555.345, F.A.C., and applicable AWWA disinfection standards (AWWA
Standards C651, C652, C653, and/or C654), which are incorporated by reference in Rule 62-555.330(4), F.A.C.
This certification is based upon on -site observation of construction conducted by me or by a project representative under
my direct supervision and upon a review of shop drawings, test results/records, and record drawings performed by me or
by a project representative under my direct supervision.
This certification does not necessarily constitute a certification of final completion of construction. Additional
construction may be needed to satisfy all conditions of the construction contract documents.
The following is a description and explanation of all deviations from the construction permit and approved engineering
plans and specifications for the substantially completed portion of this project. (Attach additional sheets if necessary.)
No substantial deviations Deviations as noted on plans
Si ate, an Seal `l
DEP Form 62-555.900(9) Paget
Effective December 10, 1995
Robert A. McSorlev. P.E. # 53783
Name and License Number (please type or print)
Certification of Construction Completion and Request for a Letter of Clearance to Place a Public Drinking Water
Facility into Service
INSTRUCTIONS: This form shall be completed and submitted for projects permitted and constructed under specific public
drinking water facility construction permits issued by the Department and for projects permitted and constructed under the
"General Permit for Construction of an Extension to a Public Drinking Water Distribution System." AFTER
SUBSTANTIALLY COMPLETING THE CONSTRUCTION OF A PROJECT OR A PORTION OF A PROJECT AND
BEFORE PLACING ANY NEWLY CONSTRUCTED OR ALTERED PUBLIC DRINKING WATER FACILITY INTO
SERVICE FOR ANY PURPOSE OTHER THAN DISINFECTION, TESTING FOR LEAKS, AND/OR TESTING
EQUIPMENT OPERATION, complete this form and submit it to the appropriate district office of the Department or the
appropriate Approved County Public Health Unit (ACPHU) along with applicable supporting documents. Applicable
supporting documents include the following: (1) for projects and portions of projects where there is any deviation from the
construction permit and approved engineering plans and specifications, a copy of record drawings; (2) for projects and
portions of projects including new or altered public drinking water supply wells, new or altered treatment facilities
downstream from the first point of application of disinfectant at a public drinking water treatment plant, new or altered
treated/finished drinking water pumping facilities, new or altered treated/finished drinking water storage facilities, or new or
altered treated/finished drinking water mains, a copy of satisfactory bacteriological test results that indicate the date and
time each bacteriological sample was collected and that demonstrate compliance with Rules 62-555.315(3), 62-555.340,
and 62-555.345, Florida Administrative Code (F.A.C.) and applicable American Water Works Association (AWWA)
disinfection standards (AWWA Standards C651, C652, C653, and C654), which are incorporated by reference in Rule 62-
555.330(4), F.A.C.'; (3) for projects and portions of projects including new or altered public drinking water treatment
facilities that are needed to comply with, or affect compliance with, Part III of Chapter 62-550, Part VI of Chapter 62-555,
or Rule 62-524.650(2), F.A.C., a copy of analytical test results that demonstrate compliance with these rules; and (4) for
projects and portions of projects including new or altered wells, a copy of the log completion report for each new or altered
well if such report is applicable and has not been previously submitted to the Department or the appropriate ACPHU. All
information provided on this form shall be typed or printed in ink. When submitting a copy of bacteriological test results,
also submit a sketch or description indicating where each bacteriological sample was collected. NOTE THAT A
SEPARATE CERTIFICATION OF CONSTRUCTION COMPLETION AND REQUEST FOR A LETTER OF CLEARANCE
IS REQUIRED FOR EACH PERMITTED PROJECT. DO NOT PLACE ANY NEWLY CONSTRUCTED OR ALTERED
PUBLIC DRINKING WATER FACILITY INTO SERVICE UNTIL THE DEPARTMENT OR THE APPROPRIATE ACPHU
ISSUES A LETTER OF CLEARANCE FOR THE FACILITY.
` For new and altered public drinking water supply wells, bacteriological sampling shall be conducted, and interpretation of
bacteriological test results shall be made, in accordance with Rule 62-555.315(3), F.A.C. For all other new and altered
public drinking water facilities, bacteriological sampling shall be conducted by first reducing the total chlorine residual in
the water within the facilities to no more than 4 mg/L and then collecting daily bacteriological samples (taken at least 24
hours apart) for two or more consecutive work -days until satisfactory test results are obtained. Bacteriological test
results for new and altered public drinking water facilities other than wells shall be considered satisfactory if two
consecutive daily samples from each sample location show the absence of total coliform organisms. Bacteriological test
results for all new and altered public drinking water facilities other than wells will be considered invalid if the results are
for samples collected more than 30 days before the results are received by the Department or the ACPHU, and
bacteriological test results for new and altered public drinking water mains will be considered invalid if the pressure in the
mains is not maintained at 20 psi or greater after the samples are collected.
DEP Form 62-555.900(9) Page 3
Effective December 10, 1995
,
ED
December 21, 1999
K 0 L T E R
Mr. Charlie Cangianelli, Public Works Mgr.
St. Lucie County
Dept. of Public Works
2300 Virginia Avenue
Fort Pierce, FL 34982
DEC 2 7 1999
Fu7L8 WORKS
Re: PGA Village
Castle Pines, Unit #56, 9335 World Cup Way
Unit #57, 9327 World Cup Way
Unit #58, 9339 World Cup Way
Unit #59, 9341 World Cup Way
Dear Mr. Cangianelli:
With regard to the above -referenced project, these units have passed their final
building inspection and are awaiting re -testing of the parcel water system in order to
receive a Certificate of Occupancy.
We would like to inform you of the intention to store furniture packages in these units
prior to both their closings (scheduled for the last week of December) and the re-
testing results. The re -tests on the water system should be complete by Monday,
December 20, and the results should be available by Tuesday afternoon, December 21.
The furniture packages will begin arriving late Tuesday, December 21. We shall
officially waive St. Lucie County of any liability or responsibility concerning these units
and/or contents stored inside them.
Should you have any questions, please feel free to contact me.
#V1 PAP LORI L. BAKER
2oCOMMISSION i! l.l.?74Su
Sir y, �. EXPIRES NOV 21, c-4
dp.
,v BONDED
'C OFADVANTAGE i,c% IA0
Sworn and acknowledged before me this
Robert J. Vail 21st day of December, 1999.
Director of Construction & Development
KOLTER HOMES, INC.
2160 NW Reserve Park Trace ff
Port St. Lucie, FL 34986
Phone (561) 468-4703
Fax (561) 468-4603
��od1
December 21, 1999 FK O L T E R DEC ?_�1 ROP
PUGEic woRKS
Mr. Charlie Cangianelli, Public Works Mgr.
St. Lucie County
Dept. of Public Works
2300 Virginia Avenue
Fort Pierce, FL 34982
Re: FICA Village
Castle Pines, Building #52
Building #56
Dear Mr. Cangianelli:
As per our discussion of this date and the above -referenced project, following please
find the information for the Certificate(s) of Occupancy:
Unit #52
9327 World Cup Way
Unit #53
9329 World Cup Way
Unit #54
9331 World Cup Way
Unit #55
9333 World Cup Way
Unit #56
9335 World Cup Way
Unit #57
9327 World Cup Way
Unit #58
9339 World Cup Way
Unit #59
9341 World Cup Way
Permit{'#99:O�QO.4'5=. r
Permit #99'05:0:65:Ov
Should you have any questions, please feel free to contact me.
Sincerely,
Robert J. Vail
Director of Construction & Development
KOLTER HOMES, INC.
2160 NW Reserve Park Trace
Port St. Lucie, FL 34986
Phone (561) 468-4703
Fax (561) 468-4603
ED
S w. L U C I E C O U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
(561) 462-1553
P E R M I T Page 1 of 1
Permit #: 99050050 Conf #:777 Type: MULTI -FAMILY RESIDENTIAL Issued: 07/16/99
Job Location: 9335-9341 WORLD, CUP WAY / PORT ST LUCIE
Lot: 56-59 Blk: Subdiv:
Parcel: 3327-000-0000-000/3 PROP. NAME:POD 20A PUD II AT THE RESERVE/
Owner: RESERVE HOMES LTD, Flood: X Elev: F1 Map: 275F
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING
4 UNIT BLDG 56-59 2 1STORY 2 2STORY
Appl Name: ROBERT JOSEPH VAIL Appl Type: CONTRACTOR Appl Date: 05/04/99
Contact Phone: (561) 468-4703 Inspector Area: Work w/o Permit Fee: N
Contractor Name: VAIL, ROBERT JOSEPH Cert Nbr: 17686
Business Name: KOLTER SIGNATURE HOMES INC
Business Addr: 2160 NW RESERVE PARK TRACE CSZ: PORT ST LUCIE, FL 34986
Setbacks Left: Right: tFront:
Square Footage: 7,728 Zoning: PUD
Number of Units: 4 Floors: 2
Minimum Floor Elevation:
Add'1 Information:
Item Description
VN98 VALUATION - NEW CONTRUC
RADON DBPR RADON FUND
TRUST INSPECTOR TRUST FUND
BIMS BUILDING INFORMATION MA
Permit Fee: $1,460.30
Plan Rev Fee: $200.00
Quantity
* 1
7728
7728
1
Addit'1
Total:
Rear:
Job Value: $324,576.00
Buildings: 4
Cost
$1,460.30
$38.64
$38.64
$2.00
Fee $79.28
$1,739.58
Permit holder acknowledges through acceptance of thin permit that separate permits moat be obtained as required by the Standard
Building Code including those for all electric, plumbing, mechanical, roofing, and structural work. Further he/she ackmowledges
responsibility to comply with all requirements of the Standard Building Code.
Notice : in addition to the requirements in this permit, there may be additional restrictions applicable to this property that
may be found in the records of thin County, and there may be additional permits required from other governmental entities such as
water management districts, state agencies, or federal agencies. as553.79(10),F.S.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF CODMNCMMT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING
IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN FINANCING, CONSULT WITH YOUR LENDER 0 AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT. 3.135, F.S.
Ruildina Offici Date
Date
For Automated Inspections, Call (561) 462-1261
For Questions, Call (561) 462-2172
S T. L U C I E C O U N T-
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
(561) 462-1553
P E R M I T Page 1 of 1
Permit #: 99050045 Conf #:681 Type: MULTI -FAMILY RESIDENTIAL Issued: 07/16/99
Job Location: 9327-9333 WORLD -CUP WAY / PORT ST LUCIE
Lot: 52-55 Blk: Subdiv:
Parcel: 3327-000-0000-000/3 PROP. NAME:POD 20A PUD II AT THE RESERVE/ 275F
Owner: RESERVE HOMES LTD, Flood: X Elev: P
Project: :
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING
4 UNIT BLDG 52-55 2 1STORY 2 2STORY
Appl Name: ROBERT JOSEPH VAIL Appl Type: CONTRACTOR
Contact Phone: (561) 468-4703 Inspector Area:
Contractor Name: VAIL, ROBERT JOSEPH Cert Nbr:
Business Name: KOLTER SIGNATURE HOMES INC
Business Addr: 2160 NW RESERVE PARK TRACE CSZ: PORT ST
Setbacks Left: Right: Front:
Square Footage: 7,964 Zoning: PUD
Number of Units: 4 Floors: 2
Minimum Floor Elevation:
Add'1 Information:*
Item Description
VN98 VALUATION - NEW CONTRUC
RADON DBPR RADON FUND
TRUST INSPECTOR TRUST FUND
BIMS BUILDING INFORMATION MA
Permit Fee: $1,499.95
Plan Rev Fee: $200.00
Quantity
* 1
7964
7964
1
Addit'1
Total:
Appl Date: 05/04/99
Work w/o Permit Fee: N
17686
LUCIE, FL 34986
Rear:
Job Value: $334,488.00
Buildings: 4
Cost
$1,499.95
$39.82
$39.82
$2.00
Fee $81.64
$1,781.59
Permit holder acknowlodges through acceptance of this permit that saperatc permits must be obtained as required by the Standard
Building Code including thono for all electric, plumbing, mechanical, roofing, and structural work. Further he/she acknowledged
responsibility to comply with all requirements of the Standard Building Code.
Notice : In addition. to the requirements in this permit, there may be additional restrictions applicable to this property that
may be found in the records of thin County, and thara may be additional permits required from other governmontal entities ouch ae
water management districts, state agencies, or federal agenciaa. s,553.79(10), P.S.
WARNING TO OWNER: YOUR FAILURE TO RECORD A NOTICE OF COlIDffi =aXT MAY RESULT IN YOUR PAYING TWICE FOR BUILDING
IMPROVEMENTS TO YOUR PROPERTY. IF YOU nrrEWD TO OBTAIN yrNANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
Date
Date
For Automatea inspections, mall (561) 462-1261
For Questions, Call (561) 462-2172
REQUEST FOR 30 DAY TEMPORARY POWER RELEASE
DATE:
v
PERMIT NUMBER:
990� C�7-:o
St. Lucie County Comm. Devel. Dept.
Code Compliance Division
2300 Virginia Avenue
Fort Pierce, FL 34962-5652
Ph. (561) 462- 2165
Fax (561) 462-1735
� cC�le0W
PROPERTY ADDRESS: IL
NOV 18 1999
933 s- k��o 9,341 - -
5t, Lucie County Public Works
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOT TO EXCEED THIRTY (30)
DAYS, FOR,THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA-
TION FOR FINAL INSPECTION. IN CONSIDERATION OF APPROVAL OF THIS
REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. This temporary power release is requested for the above stated purpose
only, and there will be no occupancy of any type, other,than that permitted
by construction during this time period.
2. As witness by our signatures, we hereby agree to abide by all terms and
conditions of this agreement, including Building Division Policy, which is
incorporated herein by reference.
3. All conditions and requirements listed in the attached document entitled
"Requirements for 30 Day Power for Testing" have been fulfilled and the
premises is ready for compliance inspection.
We hereby release and agree to hold harmless, St. Lucie County, and their employees
from all liabilities and claims of any type or nature which may arise now or in the future
out of this transaction, including any damages which may be incurred due to the
disconnection of electrical power in the event of violation of this agreement.
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I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD.
AND IS BUT ASSIGNAME.
SHEET 2 OF 2 B2]]LS56,0.D 4-21-99 RUSSO an EST
2. THE LANDS GOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/ON
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
3. VISIBLE ENOROAOMNTS ARE AS SHOWN.
'
4. DESCRIPTION
ION F
MY
CLIFNAL RECORDED ON
MAP OF BOUNDARY SURVEY
4
BEADCLONT.
S. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY,
1
G. THIS SKETCH IS THE PROPERTY OF LAWSON. NOBLE & WEBB. INC. AND RHALL NOT
/
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LA WSON, NOBLE &
WRITING.
WEBO, INC. SHOWN
BEARINGS SHOWN HER ffE DA .D ON THEEA NORTHERLY LINE OF PRIG. LOT 59
CLIENT: RESERVE HOMES LTD.
1
N (JO N.L.MAT"FIEE DWA%JE
Y
MENT UN.
BOUNDARYDIMENSIONS 9XY!:NiAP., PER MAT" FIELD AEA4pRENENi UNLESS
• 8. OW 61ONBI O
OTHERWISE
OTHEATIONS SHOW
9. ELEVATIONS SHOWN I�IEON ARE BASED i,M NO'CORDIN
� � ",
LB 1! 6674
TOTH FBE LOWI
10. RATE GOWN EL NO.1 LI6:Y:0275 , X ACCORDING . 1 THE FLOCO INSURANCE
DATED'AW15T 19, 1991
RATE MAPIMPROVEMENTS
• • • • • • • • • • • • oHl�
II. IF ANY ARE
IF A Y ARE S SHOWN.
Lawson Noble & Webb Inc.
f E
IL 21, 199.
12 DATE OF FIELD SURVEY: APRIL 21, 1999-
DATE OF FIELD
PLANNERS SURVEYORS
-
5SO W PewsxGBaJnmq Luse.iWtl°i991i6
-
0?89,Poi191.
H56 0 • 10:1%B B • F
CERTIFICATION:
S2 - PI.MiCinm
WE T ]RARE
Wee1 Penn BaecM1 Porl St. Lucle Plenlelion
Poll ..I
IMPROVEMENTS, ANY, ARE Al'' TED.
O
NOT vaLlo WITHOUT THE sl HARE AID T IGGNAL RAISED SEAL OF A FLORIDA
REVISION FB/PG DATE I BY CK'D DATE: 4/21/99
LICENSED SIAVETOR ARID E
FOEMBOARD HIE -IN NES-fi/q5 ]/12/99 SLS I END I BY: SLS
CK'D: GRB
G R O , Pfi SIGNAL SLR OR AND M0.PPER
c n . ....
' cl
DESCRIPTION: PROPOSED LOTS 56 THRU 59
A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39
EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE
NORTH 00011'14" WEST ALONG THE EAST LINE OF SAID SECTION 27, A
DISTANCE OF 2279.66 FEET; THENCE SOUTH 89048'46" WEST DEPARTING SAID
EAST LINE, A DISTANCE OF 1660.59 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 77057'30" WEST, A DISTANCE OF 66.93 FEET; THENCE NORTH
12002'30" WEST, A DISTANCE OF 116.00 FEET; THENCE NORTH 77057'30" EAST,
A DISTANCE OF 66.93 FEET; THENCE SOUTH 12002'30" EAST, A DISTANCE OF
116.00 FEET TO THE POINT OF BEGINNING.
SHEET 1 OF 2
J
ST. LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
2400 RHODE ISLAND AVE.
FT. PIERCE, FL. AVE.
PLAN REVIEW
JURISDICTION:
St Lucie County
OCCUPANCY:
Reserve Townhomes Bldgs 56-59
ADDRESS:
N Commerce Center Dr
CONTRACTOR:
Kolter Signature Homes
• CONTRACTORS ADDRESS_: 2160 NW Reserve Park Trace
ARCHITECT/ENGINEER:
Tumor & Smith
v 'BUILDING OWNER:
Reserve Homes LTD
OCCUPANCY TYPE:
Apartment
GROSS SQ FT:
7728 sq ft
OCCUPANTLOAD:
CONSTRUCTION TYPE:(NFPA-220)
Type:
TELEPHONE (561)-462-2312
FAX NO. (561)-462-2323
F.P.B. B-99-33
BUILDING DEPT: 99050050
NUMBER OF STORIES: 2
PHONE NO: 561468-4703
CITY: PSL, FL ZIP: 34986
PHONE NO: 561-997-7286
REVIEW DATE: 6-17-99
AUTOMATIC SP'KLRS: No
NET SQ FT:
BASED ON:
SBCCI: Type: V
New Construction: X
Automatic Sprinkler:
Contractor:
Tenant Improvement:
Fire Alarm System
Contractor.
Shell Only:
Fixed Fire Suppression:
Contractor:
Addition:
Hood & Duct System:
Contractor.
Renovation:
Fuel Storage:
Contractor:
1. All revisions must be in compliance before the final inspection, or so noted.
2. The Fire Marshal requires 24 hour notice on all inspections.
3. The Building Department schedule all fmal inspections by the Fire Marshal.
4. A copy of the required revisions has been mailed to the: Architect: _ Contractor: _ Yes _ No X
Required Revisions:
1. Plan `B'/Sheet A-3
Install a smoke detector inside and outside of Bedroom #3.
_ 2. Plan `DL'/Sheet A-3
Install a smoke detector inside Bedroom #3.
13. Plan`DR'7Sheet A-3
Install a smoke detector inside of Bedroom #3.
4. Plan `E'/Sheet A-3 • .
:
Install a smoke detector inside of Master Bedroom.
Reviewed By: —r /-, 'A-"-� Date: June 17, 1999
Tony Liento
DESCRIPTION: PROPOSED LOTS 56 THRU 59
A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39
EAST, ST. LUCIE COUNTY, FLORIDA AND BEING MORE PARTICULARLY
DESCRIBED AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF SAID SECTION 27; THENCE
NORTH 00011'14" WEST ALONG THE EAST LINE OF SAID SECTION 27, A
DISTANCE OF 2279.66 FEET; THENCE SOUTH 89048'46" WEST DEPARTING SAID
EAST LINE, A DISTANCE OF 1660.59 FEET TO THE POINT OF BEGINNING;
THENCE SOUTH 77057'30" WEST, A DISTANCE OF 66.93 FEET; THENCE NORTH
12002'30" WEST, A DISTANCE OF 116.00 FEET; THENCE NORTH 77057'30" EAST,
A DISTANCE OF 66.93 FEET; THENCE SOUTH 12002'30" EAST, A DISTANCE OF
116.00 FEET TO THE POINT OF BEGINNING.
SHEET 1 OF 2
D
�
T
• 1
LEGEND:
A = DELTA ANGLE
KUL - NOT RADIAL
R/W
• RIGHT-OF-WAY
L • ARC LENGTH
BE, • OVERHANG EASEMENT
SAN,
• SANITARY
CATV • CABLE TV
O.M.E. • OVERHANG MAINTENANCE EASEMENT
S.B.T.
• SOUTHERN BELL TELEPHONE
CB. -CATCH BASIN
GAS. - OFFICIAL RECORD BOOK
BY.
•SQUARE FEET
C.B.S. . CONCRETE BLOCK & STUCCO
O/S - OFFSET
T.02. • TOP OF BANK
Q. • CENTERLINE
O.S. - OPEN SPACE TRACT
TV.
- TYPICAL
CONC. •CONCRETE
P.B. -RAT BOOK
U.E.
-UTILITY EASEMENT
COV. • COVERED
P.C. •POINT OF CURVATURE
U.L.P. • UPLAND PRESERVATION
D.E. . DRAINAGE EASEMENT
P.C.P. - PERMANENT CONTROL POINT
O
• SET 5/8' IRON ROD WITH CAP NO. LB 6674
ELEV. - ELEVATION
PD.E. - PRIVATE DRAINAGE EASEMENT
•
• FOIN) 5/8- IRUN ROD WITH CAP No. LB BETA
E.O.P. . EDGE OF PAVEMENT
P.GE. • PRIVATE GAS EASEMENT
2
• FOUR PERMANENT CONTROL POINT
E.O.W. • EDGE OF WATER
P.N. • PARKER KALON NAIL
A
• SET P-K NAIL WITH DISK NO. LB 6674
F.F. • FINISHED FLOOR
P.O.B. • POINT OF BEGINNING
♦
• FOUND P-K NAIL No. LB 6674
FIND. • FOUND
P.O.C. • POINT OF COMMENCEMENT •
O
• WATER SERVICES
F.P.E. • FLOOD PLAIN EASEMENT
PP. - POWER POLI:
m
• WATER VALVE
FPl • FLORIDA POWER & LIGHT
PNM . PERAMENT REFERENCE MOMAENT
•
. SANITARY SERVICE
L.M.E. - LAKE MAINTENANCE EASEMENT PROP. - PROPOSED
❑
= FOUND PERMANENT REFERENCE MONUMENT 6674
L.S.S. . LANDSCAPE AM SIGNAGE EASEMENT P.T. •POINT OF TANGENCY 0
MK • MANHOLE RIFE. • PRIVATE UTILITY EASEMENT \`
• EXISTING ELEVATION IN FEET
MON. • MONUMENT
R - RADIUS 0.00 >
• PROPOSED ELEVATIONS IN FEET
RG.VD. . NATIONAL GEODETIC VERTICAL DATUM RAD. • RADIAL I
. DRAINAGE FLOW INDICATOR
PROP.
10 UE.� �
�
r
90"E
I?pg
NTT'
66.93e
V 1
g
0.
r Q� 1
N9T°57'30"E
N
1
r
PRO
0. Z$
LOTT 59
W
ED 0ppOP.
C
1
VACANT
CHIVE
PasioENC DD
M
2
RE 30
E1-EV.
n
1
m
F.F.
UNIT 1
.\
O �$
5.9, IV
1
N 6•
O
1
PROPOSE
PROP.Lar
RESlDENG 30.00
LOT 58
F.F•ELEV
1
VACANT
lRN1T 1
o'
1
t.
593• 1�VE
IR
1
1
a$
VEN` 50.00
oP
.l
F.F. EVE
� 1
PROP.
01
I 1
LOT 57
o
1
VACANT
'O a
PRppOSEO
3p 00 O'
1
RESICENC
ELEV.
1,
O
F.F.
UN1T'B�
IBA' 1 .
LOT 56
VACANT $77,573p�� P.O.B.
Snl
1 MI
PRO'. PR(
. CD. � 1
SURVEYOR'S RFP0f7T�_
I. THIS SURVEY IS PREPARED FOR RESERVE HOMES. LTD. SHEET 2 OF 2
AND IS NOT ASSIGNABLE.
2. THE LAMS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS Arm/OR
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
3 VISIBLE ENCROACHMENTS ARE AS SHOWN.
1
1
I.
P P.O.C.
S.E. CORNER
SEC. 27, TWP.
36S., RGE. 39E
027xSl&d,0 4-PI-99 304510 nn EST
0 - SET 51W IBM ROD
WITH CAP WITNESS
CORNER 1.8 0667A
• 1.0' OFFSET
0 • ELECTRIC SERVICE
A -CATV
Q - LIGHT POST
SCALE: 1' • 1
I660.59'
A. MAYBeDESCRIPTIONFMAY BDBY CLIENT. MAP OF BOUNDARY SURVEY
5. NOTICE: THEM ADDITIONAL RESTRICTIONS THAT ARE MRDE T PEGOD ON
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS CCLNTY.
6. THIS SKETCH IS THE PROPERTY OF LAWSON. NOBLE & WEBB, INC AM SMALL NOT
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LANSON, NOBLE &
WEBB, INC IN WRITING.
7. BEARINGS SHOWN HEREON N1 BASSO ON THE. NORTHERLY LIM OF PROP. LOT 59
WHICH BEARS N 77'57'A' E - AM ALt BEARINGS ARE RELATIVE TO PLAT.
B. BOUNDARY DIMENSIONS SHOWN ME PER PEAT AND FIELD MEASINENENT UNLESS
OTHERWISE NOTED. • - BA EDP / 7
CLIENT: R E S E R V E N 0 M E S LT D .
■ \\,
■`
9. ELEVATIONS SHOWN OP1.'ACCV.D. INdTMENTFL
LB N 6674
NLIEWARE 20NEED
TIE FLOOD INSURANCE
10. LAMS SHOWN HEREON LIE WITHIN7C7. X AAUGU61NU OEI
. 1
.DATED 7.UGAlST 19. 1991
HATE MAP PANEL NO. 12ME
• • • • • • • • • • • • PMIR
AS SHOWN.
It. IMPROVEMENTS IF ANY ME AS SHOWN. - r
La WSOn, NObie & Webb, Inc.
12 DATE OF FIELD SURVEY: APRIL 21. 1999
EXOIXEER6 PIAXNCpB • 80RVCYORC
-
590 NW Pewoa M*vo4 S le 9, PW St. Lmm. FWtlo M986
- RTIFI AT, n[F r
M611878-170D 1561, 878-IBM•emVt b-O54Yn-iN.
WeM Palm BBCCN Port St. Lucl• PlAnl•Ilon
IMPROVEMENTS, IF ANT. A AS CATED.
NOT VALID WITHOUT TH .IG R� AUT THE BRIG; RAISED SEAL OF A FLORIDA
REVISION
FB/PG
DATE
B7
CK'D
DATE: 4
CK'D: GRB
L ennox Objective Guide to Installation Comparison
Nisair Airconditioning Inc,.
1501 Decker Ave D-404
Stuart, Fla
1-407-283-0904
08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1
KOLTER TOWNHOMES MODEL#ff
PREPARED FOR: KOLTER HOMES
PREPARED BY: PHILIP'NISA JR
FILE TITLE: KOLTB
DESIGN TEMPERATURES (DEGREES F)
I4INTER INSIDE 68 WINTER OUTSIDE 45
SUMMER INSIDE 75 SUMMER OUTSIDE 91
DAILY TEMPERATURE RANGE INDICATOR M
DESIGN GRAINS RELATIVE HUMIDITY 41
DEGREES NORTH LATITUDE 27
SUMMER AIR CHANGES PER HOUR 0.4.
WINTER AIR CHANGES PER HOUR 0.7
AREA BTUH BTUH
SO FT LOSS GAIN
ROOM - 1 WHOLE HOUSE IN ZONE 1 61 X 25
WALL
14B
8 INCH.BLOCK R-5 INSUL
1,625
5,381
2,877
OVERHANG = 1.0
WINDOW
1C
SNGLE PN CLR GLASS METAL FRM
FACING-W
75
1,992
4,124
TINT -TINTED SHADING -DRAPES
HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL ='
1.0
WINDOW
1C
SNGLE PN CLR GLASS METAL FRM
FACING-S
80
2,125
1,504
TINT -TINTED SHADING -DRAPES
HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL =
1.0
41INDOW
1C
SNGLE PN CLR GLASS METAL FRM
FACING-N
20
531
376
TINT -TINTED SHADING -DRAPES
HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL =
1.0
DOOR
100
SOLID CORE
24
254
136
CEILING
160
DARK R-19 INSULATION
1,525
1,859
3,233
FLOOR
22A
NO EDGE INSULATION
194
3,614
0
WINTER
INFILTRATION
168 CFM
4,240
SUMMER
INFILTRATION
96 CFM SENSIBLE GAIN
1,685
LATENT
GAIN
2,670 L
MECHANICAL
VENTILATION
50.0 CF11
1;265
880
PEOPLE
4 SENSIBLE
GAIN
1200
LATENT
GAIN
920 L
APPLIANCES
1200
Oepartptent of Community Affairs SN: 5550
.> FLORIDA ENERGY EFFI,ICIENCY CODE FOR BUILDING CONSTRUCTION
I Residenti;al:Component Prpscriptive Method A CENTRAL.
: KOLTER HOMES ' ! :BUILDER: M.J •FERRITER CONSTRUCTION
TOWNHOMES MODEL B :PERMITitNG • :CLIMATE
t"PORT S'r LUICE FL 49:OFFICE: :ZONE: 41_: 51_1 61_
_ :PERMIT NO. :JURISDICTION NO.
=1 PJew construction or addition
2. Single family detached or Multifamily attached
3. If Multifamily -No. of units
4. If Multifamily, is this a worst case (yes/no)
5. Conditioned floor area (sq.ft.)
6. Predominant eave overhang (ft.)
7. Porch overhang length (ft.)
8. Glass area and type:
a. Clear Glass
b. Tina, film or solar .screen
9. Floor type and insulation:
a.. Slab on grade (R-vA.lue,. perimeter.)
10.Net Wall type area and insulation:
a. Exterior.: 1. Concrete (Insulation R-value)
a. Adjacent: 2. Wood frame (Insulation R-value)
11.Ceiling type area and insulation:
a. Under attic (Insulation,R-value)
12.Air distribution systems
a. Ducts (Insulation +Location)
13.Cooling system
14.Heating System:
15.Hot water system:
16.Hot Water Credits: (HR-Heat Recovery,
DHP-Dedicated Heat Pump)
17.Infiltration practice: 1, 2 'or'3
18.HVAC'Credits (CF-Ceiling Fan, CV -Cross vent,
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Mult.izone)
19.EPI-(must, not exceed 100 points)
a. Total As -Built points
b. Total Base points
I Hereby certify that. the
specifications covered by
lation are in compliance
Florida Energy Code.
PREPARED BY:,,,,
DATE:
CK
1.
2.
3.
4.
5.
6.
7.
8a
8b
New Construction
Multi. -Family
0
No
1530.00
1.00
6.00
Single Pane
0 Osgft
.179.Osgft
Double Pane
O.00sgft _
O.00sgft. _.
9a.R= 0.00 , 194.00 ft
10a-1 R= 4.20, 1532.00sgft__^
10a-2 R=11.00, 291.00sgft ^_
lla.R=19.00 , 1650.00sgft
12a. R= 6
13. Type:
14. Type:
15. Type:
EF:
16.
17.
18.
19.
19a.
1.91..).
.50 , uncond
Central A/C
SEER: 10.00
Heat Pump
HSPF: 7.00
Electric
0.90
2
80.95
25737.63
31796.06
plans and : Review of the plans and specifications
this calcu- : covered by this; calculation indicates
with the : compliance with.the Florida Energy
: Code. Before construction is completed
: this building will be inspected for
: compliance in accoy,•oice with section
553.908 F.S.
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT:
DATE:
: BUILDING OFFICIAL:
: DATE:---
SUMMER CALCULATIONS
BASE ___
; __=
AS -BUILT =_-
-- --------
GLASS ----------------
ORTEN AREA x E35PM =
-------------------------------------------------------------------------------
POINTS
; TYPE SC ORIEN
AREA x SPM x
SOF
= POINTS
N 22.00 82.2
1808.4
; SGL TINT N
22.0 51.5
.72
814.6
S 84.00 82.2
6904.8
i SGL TINT S
84.0 98.3
.45
3699.4
W 73.00 82.2
6000.6
; SGL TINT W
73.0 107.1
.26
2032.8
--- --------------------------------------------------------
------------------
.15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS
= ADJ GLASS
;
GLASS
AREA I
-------------------------------------------------------------------------------
AREA
FACTOR POINTS
POINTS
;
POINTS
.15 1,530.00
179.00
1.282 14,713.80
18,864.90
;
6,546.80
NON GLASS ------------
AREA x BSPM =
---------------------------'------------------------------------------------------
POINTS
; TYPE R-VALUE
AREA x
SPM
= POINTS
WALLS----------------
Ext 1532.0 1.0
1532.0
; Ext NormWtRlock In
4.2 1532.0
1.16
1777.1
Adj 291.0 .7
203.7
; Adj Wood Frame
11.0 291.0
.70
203.7
DOORS ----------------
Ext 24.0 4.8
115.2
; Ext Wood
24.0
7.20
172.8
Adj 22.4 1..6
35.8
; Adj Wood
22.4
2.40
53.8
CEILINGS -------------
i
UA 1530.0 .6
918.0
; Under Attic
19.0 1650.0
1.10
1815.0
FLOORS---------------
Slb 194.0 -31.8-6169.2
; Slab -on -Grade
.0 194.0 -31.90
-6188.6
INFILTRATION---------
1530.0 10.9
16677.0
; Practice
#2
------------
1530.0
10.90 16677.0
TOTAL SUMMER POINTS
32,177.44 i
21,057.58
TOTAL x SYSTEM =
COOLING i
TOTAL x
CAP x DUCT x
SYSTEM x
CREDIT = COOLING
SUM PTS MULT
POINTS
; COMPON
-
RATIO MULT
MULT
MULT POINTS
32,177.94 .37
1J,905.67
; 21.,057.58
---------------------------------}------
1.00 1.063
.340
1.000 7,609.61
I
*�:K*:K.****k:*M**'*•K:K:K'K�'*:K********:K:K**�c*.K%K*-k**�:K***:k:K �K:K*:%*�c.K:K*:k**
WINTER CALCULATIONS
* �K*�: *:k:K:K***:K'X• �c:K *�**:k.k:K****** *****:K;K***W
***iKAc*:K:1:*:K*****�c**:K�***:K�***,K.K****Xt*****
_-= BASE __-
_== AS -BUILT
GLASS ----------------
ORIEN AREA x BWPM =
-------------------------------------------------------------------------------
POINTS
TYPE SC ORIEN AREA
x WPM x
WOF
= POINTS
N 22.00 -3.4
-74.8 '
SGL TINT N 22.0
9.6
1.18
249.4
S 84.O0 -3.4
-285.6
SGL TINT S 84.0
-10.2
.12
-104.0
W 73.00 -3.4
-248.2 ;
SGL TINT j' W 73.0
-2.0
75.04
735.8
-----------------------------------
----=---=---------- 7------------------------
.15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS =
ADJ GLASS
i
GLASS
AREA
AREA
FACTORPOINTS
POINTS
;
POINTS
--------------------=------------------
---
------------------------
.15 1,530.00
179.00.
1.282 -608 60
-780.30
;
881.16
---------------------------------------------------------------------------
NON GLASS= GLASS= -----------
-----------------------------
AREA x BWPM =
-------------------------------------------------------------------------------
POINTS ;
TYPE R-VALUE
AREA x
WPM
= POINTS
WALLS----------------
Ext 1532.0 1.1
1685.2 ;
Ext NormWtBlock In 4.2
1532.0
3.26
4994.3
Adj 291.0 1.8
523.8 ;
Adj Wood Frame 11.0
291.0
1.80
523.8
DOOR ----------------
i
i
cr.t ..t5 5.1
122.4 ;
Ext Wood
24.0
7.60
182.4
Adj 22.4 4.0
89.6 ;
Adj Wood
22.4
5.90
132.2
CEILINGS -------------
UA 1530.0 .6 918.0
FLOORS ---------------
Slb 194.0 -1.9 -368.6
Under Attic
Slab -on -Grade
19.0 1650.0 1.00 1650.0
0 194.0 2.50 485.0
INFILTRATION--------- i
1530.0 4.1 6273.0 ; Practice #2 1530.0' 4.10 6273.0
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
TOTAL WINTER POINTS i
8,463.10 i 15,121:83
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
TOTAL x SYSTEM = HEATING ; TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS COMPON RATIO MULT MULT MULT POINTS
S,463.10 1.10 9,309.41 ; 15,121.83 1.00 1.063 .484 1.000 7,779.02
WATER HEATING
-_ BASE =_= i - = AS -BUILT
NUM OF x 'MOLT - TOTAL ; TANK VOLUME EF TANK x MOLT x CREDIT TOTAL.
BEORMS I; RATIO MOLT
--------------------------------------•-----------------------------------------
3 3527.0 10,58L.00 i 50 .90 1.000 3449.7 1.00 1.0,349.00
SUMMARY
BASE =_= i --= AS -BUILT
COOLING HEATING HOT WATER TOTAL ; COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS ; POINTS + POINTS + POINTS = POINTS
11905.7 9309.4 10581.0 31,796.06 i 7609.6 7779.0 10349.0 25,737.63
EPI = 80.95
+ �t .ENERGY GUIDE
For detailed information
of the EPI ratting number �hf
or for any ITEM listed,
ask your Buildfr for „ EPI= 80.9
DCA Form 60OA-93 '''
or Form 60OB-93
0 10 20 30 40 50 60 70 80 90 100
--------------------------
The maximum allowable EPI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS ..................... Single Tint i------ X--------------
INSULATION .................
'
R-10 R-30
Ceiling R-Value.........
19.0
;--------- X-----------
R-0 R-7
Wall R-Value.........
5.3
;--------------- X-----
R-0 R-19
Floor R-Value.........
0.0
;X--------------------
AIR CONDITI'ONER.............
10.0 SEER 17.0
SEER/EER..................
10.0
!X--------------------
9.7 EER 16.0
HEATING SYSTEM ..............
6.8 HSPF 12.0
Electric COP/HSPF........
7.0
A--------------------;
0' 78 AFUE 0.90
Gas AFUE............
O.Ob
;---------------------
WATER HEATER ................
0.88 0.96
Electric EF..............
0.90
;----X--------------=-
0.54 0.90'
Gas EF..............
0.00
;---------------------
0.400.80
Solar F_F..............
(--------------------
OTHER FEATURES..... ........
............................
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Address:_, Signature: Date:-
City/Zip
Florida Energy Code for Building Construction - 1.993
Florida Department of Community Affairs FL-EPI_ CARD93
'4
~ ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2300 VIRGINIA AVENUE
FT. PIERCE, FL. 34982-5652
561-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
Tak(N tteMEs
This Certification is to be completed by the project design architect or engineer. This Certification must be submitted with all applications
for building permit involving the construction of new residence (single or multi -family), residential addition, any accessory structure requiring w.
a building permit, and any nonresidential structure. This Certification shall not apply to interior renovations (provided that no structural
walls, columns or other similar component is being effected) and certain other minor building permits. For further assistance, please contact
the Building Inspection Office at 462-1553 or 462-2172.
PROJECT NAME
PGA V I L,L- 460F, THB
50FFICEUSEONLY
STREET ADDRESS
L. O7.S 6-4-6z-9 of C& �s
PR NUMBER
E SgY1L(� O
PERMIT NUMBER
V
Pud
OCCP.
,.
TYPE
w
CST.TYPE
CERTIFICATION STATEMENT:
CERTIFY THAT, TO THE BEST OF MY KNOWLEDGE AND BELIEF, THESE PLANS AND SPECIFICATIONS HAVE
BEEN DESIGNED TO COMPLY WITH THE APPLICABLE STRUCTURAL PORTION OF THE BUILDING CODES
CURRENTLY ADOPTED AND ENFORCED BY ST. LUCIE COUNTY. I ALSO CERTIFY THAT STRUCTURAL ELEMENTS
DEPICTED ON THESE PLANS PROVIDE ADEQUATE RESISTANCE TO THE WIND LOADS AND FORCES SPECIFIED
BY CURRENT CODE PROVISIONS.
DESIGN PARAMETERS AND ASSUMPTIONS USED: (please cheek or complete the avoroprite box)
1. STANDARD BUILDING CODE 1997 EDITION — ASCE 7-95 _2�— OTHER (SPECIFY) ,
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED �_ PARTIALLY ENCLOSED _
OPEN BUILDING
3. BUILDING HEIGHT: � 2-7 FT. 4. WIND SPEED USED IN BUILDING DESIGN:A MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE #1):
` 1110
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
3 PSF
7. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
7
3 / PSF
8. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): 1.0
9. LOADS: FLOOR ( ( Q PSF ROOF/DEAD: 55 PSF ROOF/UVE: 55 PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK ONE) YES �, NO _ If NO, why? (attach
explaination)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO _ If NO, why? (attach explaination)
I'`
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK ONE) YESZ_ NO _ If NO, why? (attach \'
explaination)
n cyr� V
13. MINIMUM SOIL BEARING PRESSURE: G W PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THI RTI I
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF.
NAME: 0,0 I E AK 71((W�AZ CERTIFICATION NO: I I ,
DESIGN FIRM: TU2r.IEe t sn m+ DATE: IS
AQ G4-LTL-M SLCCDV FORM NO: U20O0
r
l?epartment of Community
Affairs SN: �i.5!50
^ FLORIDA ENERJ� EFFICIENCY CODE FOR BUILDING.,
CONSTRUC'IJOH
FORM 60OA-93 Resi;dential,Component Prescriptive
Method A CENTRAL.
PROJECT NAME: KOLTER.,O �MES ;BUILDER: M.J
FERRITER CONSTRUCTION
AND ADDRESS: TOWNHOME'S MODEL #D !PERMITTING
!CLIMATE
PORT ST'L.UICF FL., 349:pFFICE:
:ZONE- 4:__: 5:._! 6!__:
OL4NER: !PERMIT NO.
:JURISDLCTION NO.
CI:
1. New construction or addition
1. New Construction
2. Single Family detached or Multifamily attached
2. Multi -Family
3. If Multifamily -No. of units
3. 0 _
4. If Multifamily, is this a worst case (yes/no)
4. No
5. Conditioned floor area (sq.ft.)
5. 1554.00
6. Predominant eave overhang (ft.)
6. 1.00
7. Porch,overhang length (ft.)
7. 8.00
S. Glass area and type:
Single Pane Double Pane
a. Clear Glass
8a. 0.0sgft O.00sgft
b. Tint, film or solar screen
Bb.188.Osgft O.00sgft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter)
9a.R= 0.00 , 149.00 ft
1O.Net Wall type area and insulation:
a. Exterior: 1. Concrete (Insulation R-value)
10a-1 R= 4.20, 2456.00sgft_
a. Adjacent: 2. Wood frame (Insulation R-value)
10a-2 R=11.00, 160.00sgft___
11.Ceiling type area and insulation:
a.. Under attic (Insulation R-value)
11a.R=19.00 , 1650.00sgft_____
12,Air distribution systems
a. Ducts (Insulation + Location)
12a. R= 6.50 , uncond
13.Cooling system"
13. Type: Central A/C
SEER, 1.0.00
14.Heating System:
14, Type: Heat Pump _
HSPF: 7.00 _
15.Hot water system:
15. Type: Electric
EF: 0.90 _
i.6.Hot Water Credits: (HR-Heat Recovery,
16. -�•
DHP-Dedicated Heat Pump)
17.Infiltration practice: 1, 2 or 3
17. 2
18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent,
18. ^ _
HF-Whole house fan, RB--Attic radiant
barrier, MZ-Mult.izone)
19.EPI (must not exceed 100 points)
19. 83.60
a. Total As_Built points
198. 28347.11
b. Total Base points
19b. 33908.42
---------=----------------•-----------------------------------------------------
----------•------------------------------------------------------------------•--•
I Hereby certify that
the
plans
and !
Review
of
the plans and specifications
specifications covered
by
this
calcu- !
covered
by
this calculation indicates
lat.ion are in compliance with the ! compliance with the Florida Energy
Florida Energy Code. ! Code. Before construction is completed
this bui.ldine4 will he inspected for
PREPARED BY:^_ _! compliance in accordance with Section
DATE: -_---_ w_--_- : 553.908 F .S.
I hereby certify that this building is
in compliance with the Florida Energy I
Code.
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
SUMMER CALCULATIONS
BASE ___
i
=_= AS -BUILT
GLASS ----------------
ORIEN AREA x BSPM = POINTS
-------------------------------------------------------------------------------
; TYPE
SC ORIEN AREA x SPM x
SOF
= POINTS
N 54.00 82.2 4438.8
SGL TINT
N 54.0 51.S
.72
1,999.E
E 40.00 82.2 3288.0
; SGL TINT
E 40.0 107.1
.26
1113.8
S 94.00 82.2 7726.8
; SGL TINT
S 64.0 98.0
.25
J572.8
SGL TINT
S 30.0 98.:3
.45
1321.2
.15 x COND. FLOOR / TOTAL GLASS
= ADJ.
--------------- ------------------
x GLASS = ADJ GLASS
GLASS
AREA AREA
-------------------------------------------------------------------------------
FACTOR
POINIS POINTS
;
POINTS
:15 1,554.00 188.00
1..240
15,453.60 19,160.82
;
6,007.43
NON GLASS ------------
AREA. x BSPM = POINTS
-------------------------------------------------------------------------=-----
; TYPE
R-VALUE AREA x
SPM
= POINTS
WALLS--------
Ext 2456.0
Adj 160.0
DOORS------
Ext 24.0
'Adj 22.4
1.0 2456.0
.7 112.0
4.8 115.2
1.6 35.8
CEILINGS-------------
UA 1554.0 .6 932.4
FLOORS ---------------
Sib 149.0 -31.8-4738.2
INFILTRATION---------
Ext
NormWtBlock In
4.2 2456.0
1.16
2849.0
Adj
Wood Frame
11.0 160.0
.70
112.0
Ext
Wood
24.0
7.20
172.8
Adj
Wood
22.4
2.40
53.8
Under Attic
Slab -on -Grade
19.0 1650.0 1.10 1815.0
0 149.0 -31.90-4753.1
1554.0 10.9 16938.6
; Practice 02
1554.a
10.90
16938.6
TOTAL SUMMER POINTS
35,012.66 ;
23,195.45
TOTAL x SYSTEM = COOLING ;
TOTAL x CAP x DUCT
x SYSTEM x
CREDIT
= COOLING
SUM PTS MULT POINTS
-------------------------------------------------------------------------------
i COMPON RATIO MULT
MULT
MULT
POINTS
35,012.66 .37 12,954.68
1 23,195.45 1.00 1.063
.340
1.000
8,382.17
*3;*'X.3:
WINTER CALCULATIONS
BASE ___
; __= AS -BUILT
---------
GLASS ----------------
ORgEN AREA x BWPM =
-------------------------------------------------------------------------------
POINTS
; TYPE SC ORIEN AREA x WPM x
WOF
= POINTS
N 54.00 -3.4
-183.6
i SGL TINT N 54.0 9.6
1.18
612.1
E ' 40.00 -3.4
-136.0
i SGL TINT E 40.0 -2.0
-5.04
403.2
S 94.00 =3.4
-319.6
SGL TINT S 64.0 -10.2
-1.09
711.6
-------------------------------------------------------------------------------
SGL TINT S 30.0 -10.2
.12
-37.2
.15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS - ADS GLASS
;
GLASS
AREA
----------------------------------'---------------------------------------------
'AREA
FACTOR POINTS POINTS
i
POINTS
.15 1,554.00'
188.00
1.240-639.20-792.54
1
1,689.65
NON GLASS ------------
AREA x BWPM =
POINTS
; TYPE R-VALUE AREA x
WPM
= POINTS
------------------ ---------------------------------------- ---------------------
WALLS ----------------
Ext 2456.0 1.1
2701.6
; Ext NormWtBlock In 4.2 2456.0
3.26
8006.6
Adj .160.0 1.8
288.0
; Adj Wood Frame 11.0 160.0
1.80
288.0
DOORS---------.---=---
�
Ext 24.0 5.1
122.4
; Ext Wood 24.0
7.60
182.4
Adj 22.4 4.0
89.6
; Adj Wood 22.4
i
5.90
132.2
CEILINGS -------------
i
UA 1554.0 .6
932.4
; Under Attic 19.0 1650.0
1.00
1650.0
FLOORS ---------------
Sib 149.0 -1.9
-283.1
; Slab -on -Grade .0 149.0
2.50
372.5
INFILTRATION ---------
1554.0 4.1
6371.4
; Practice
#2
1554.0 4.10
6371.4
------------
TOTAL WINTER POINTS
9,429.76
;
18,692,67
TOTAL x SYSTEM =
HEATING,
TOTAL x
CAP x DUCT
x SYSTEM x CREDIT
= HEATING
WIN PT MULT
------=------------------------------------------------------------------------
POINTS
; COMPON
RATIO MULT
MULT MULT
POINTS
9,429.76 1.10
10.372.74
; 18,692.67
1.00 1.063
.484 1.000
9,615.94
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for
DCA Form 60OA-93
or' Form 60UB-93
EPI= 83.6
0 10 20 30 40 50 60 70 80 90 100
------------------------------------
The maximum allowable EPI is 3.00. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS ..................... Single Tint ;------X--------------
INSULATION..................
R-10 R-30
Ceiling R-Value......... 19.0
;--------- X-----------
R-0 R-7
Wall R-Value......... 4.6
;-------------X-------
R-0 R-19
Floor R-Value.......... 0.0
:x --------------------
AIR CONDITIONER .............
10.0 SEER 17.0
SEER/EER..................
10.0
:x --------------------
9.7 EER 16.0
HEATING SYSTEM ..............
6.8 HSPF. 12.0
Electric COP/HSPF........
7.0
:x --------------------
0.78 AFUE 0.90
Gas AFUE............
0.00
---------------------
WATER HEATER ................
0.88 0.96
Electric EF..............
0.90
----X----------------
0.54 0.90
Gas EF..............
0.00
;---------------------
0.40 0.80
Solar EF..............
i---------------------
OTHER FEATURES ..............
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Address:_
Florida Energy Code for Building Construction - 1993
Florida Department of Community Aftairs FL-EPL CARD93
:K:K* A::k:k:X;k N':k:l::i: X.* *:k:k:i=:K W:Y• �:;k;K:kW �::K:K:Y. K::K:Y.:KW.:K:k �;;K:k*:1:W. * *:K *:Y. * �::k *:k M:K:k �k:k ik:k * *:k:k:K * * *:k:KW * *:k * * * *'X.
WATER HEATING
BASE _-_ ; __= AS -BUILT
----------------------------------------------------------------_------
NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT TOTAL
BE6RMS ; RATIO MULT
3 3527.0 10,581.00 50 .90 1.000 3449.7 1.00 10,349.00
SUMMARY
BASE AS -BUILT
-------------------------------------------------------------------------------
COOLING HEATING HOT WATER TOTAL i COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS POINTS + POINTS + POINTS = POINTS
12954.7 10372.7 10581.0 33,908.42 i 8382.2 9615.9 10349.0 28,347.11
*****************
* EPI = 83.60
r
Dec-29-99 16:05 From-LAWSON,NOBLE & WEBS, INC 5616041812 T-073 P.09/05 F-34
tgFnvtn'onnnenwt Services of soutA �'LoKda..9 C
P.O. Box T0003 • Riviera Beach, Rodda 33419 9(561) 848-780S
LAB i EGSKU
ORRS LA9Ima117
LABORATORY ANALYSIS CONSULTING
WATER WASTEWATER l SOIL/FOOD INDUSTRIAL/AGRICULTURAL/DOMESTIC
Johnson Davis, Inc. ( 9o5D OS-D
BACTERIOLOGICAL ANALYSIS
System Name: Reserve Utilities
Address: Indian River County, Florida
Sample Site: Reserve, Pod 20 A, Commerce Center Drive, Ft. Pierce, Florida
Date and Time of Collection: 12122199, 1015
E.S.B.F. Collector: R. Anderson
Type of Supply: Community Water system
Type ot Sample: Main Clearance
Date and Time of Sample Arrival in Lab: 22/21/99, 1335
Date and Time of Sample Analysis: 12/22/99, 1605
Analysis Method:
MTF MMO'MUG PA
Remarks:
Sample
Flee
eamplt
Sample
Res.Cl
Calitotm
MF/10a ml Non Confirm
No.
point
Im9/1)
Tota -
Fecal Coli Corsi Tctal
1.
310
A
None Detected
3,
2.9
A
None Detected
4,
2.8
A
None Detected
S.
2,8
A
None Detected
4qI
p - Collform* are pCeeent C - Confluent growth Niohael A. Fiedor
A - CA1ifOrma are absent TNte - Too numerous to count DiLBOtor
'99 12/23 16:07 TX/RX N0.7169 P.003
1'
Sw. L U C I C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
(561). 462-1553
P8RMIT Page Iof 1
Permit #: 99050050 Conf #:777 Type: MULTI -FAMILY RESIDENTIAL Issued: 07/16/99
Job Location: 9335-9341 WORLD.CUP WAY / PORT ST LUCIE
Lot: 56-59 Blk: Subdiv:
Parcel: 3327-000-0000-000/3 PROP. NAME:POD 20A PUD II AT THE RESERVE/
Owner: RESERVE HOMES LTD, Flood: S Elev: Fl Map: 275F
Project: :
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING
4 UNIT BLDG 56-59 2 1STORY 2 2STORY
Appl Name: ROBERT JOSEPH VAIL Appl Type: CONTRACTOR Appl Date: 05/04/99
Contact Phone: (561) 468-4703 Inspector Area: Work w/o Permit Fee: N
Contractor Name: VAIL, ROBERT JOSEPH Cert Nbr: 17686
Business Name: KOLTER SIGNATURE HOMES INC
Business Addr: 2160 NW RESERVE PARK TRACE CSZ: PORT ST LUCIE, FL 34986
Setbacks Left: Right
Square Footage: 7,728
Number of Units: 4
Minimum Floor Elevation:
Add'1 Information:
Item Description
VN98 VALUATION - NEW CONTRUC
RADON DBPR RADON FUND
TRUST INSPECTOR TRUST FUND
BIMS BUILDING INFORMATION MA
Permit Fee: $1,460.30
Plan Rev Fee: $200.00
Front: Rear:
Zoning: PUD Job Value: $324,576.00
Floors: 2 Buildings: 4
Quantity
Cost
1
$1,460.30
7728
$38.64
7726
$38.64
1
$2.00
Addit'l
Fee $79.26
Total:
$1,739.58
Vomit. holder acknowledges thceush axsptsme of this Vomit test separate Vomits cost be obtained " required by the standard
feilding Code including those for all electric, pltsbimp, msebanieal, roofing, aced struetu"1 Berk. lurthss be/sha ock owledg"
responsibility to ensply with ali rquirs ants of the standard Building Code.
Notice : xn addition to the requirseenta in this persdt, there say be additional restrictions applicable to this property that
may be found in the records at this CoentY, and share may he additi ma permits required fret other gopernesntol entities such as
vat" manag"ent distrinte, state apex!", or fsderal ageoniss. u557.71110),p.9.
WARNING TO OWNER: YOUR raamg To 22COM a W=cg or C"'Mem f'my prams ffi You paYaO 7=cg Fm gg X&M
n,%ansssMB m tuna pnn x=T. ss Y= XCURD TO QMA= VM1AN taG, CMM= W= Yon ZMM D>} An aZ^ Iron RZCMWMG
YOWL NMICR or CCMMZXCMU=. a�l.l31, 1.0. I ,
Date '
ne ved By Date
For Automated Inspectione, Call (561) 462-1261
For Questions, Call (561) 462-2172
� �R� 402 �o C)t, 8rj t'Z.��3���
X. ..........
a j.
DATE: z CA 7
PROJECT NO: 13-2-73
PROJECT'NAME: Pad -2, o 4
INSPECTOR:
TIME START OF TEST:
TIME END OF TEST: 11;00 .4.
DURATION OF TEST: -z- 4 "
PRESSURE START: SS PSI
PRESSURE END: —PSI
AVERAGE PRESSURE: is �-5-.PSI
QUANTITY OF WATER USED TO RETURN TO ORIGINAL PRESSURE
INCLUDING ALL WATER USED TO MAINTAIN PRESSURE OR INTERMEDIATE
PUMPING.
MEASURED LEAKAGE GAL / OZ.
SD / P OR LATEST AWWA C600 - STANDARD
133,200
D = DIAMETER OF LINES IN INCHES' D
S = LENGTH OF LINES IN FEET S
ZT/ld
ys-
143a
P = TEST PRESSURE P
/S^r-
-,pj-
/,`",j'-
7-�;-41
L = ALLOWABLE LEAKAGETIPE GALJHR. L
'7-.0-?
TOTAL 1-HOUR GAL /-OZ
TOTAL 2-HOURS GAL/ OZ
TOTAL LEAKAGE ALLOWED: Y GALLONS iCZ?
LLO -L,5-eJ --
THE ABOVE TEST 4p- DOES El DOES NOT MEET THE REQUIREMENTS
REMARKS:
WITNESSED BY.
UTILITIES
WITNESSED BY:
ENGINEER
WITNESSED BY:
CONTRACTOR
WITNESSED BY*
INSPECTOR
Fb,..WRES7W.FRM
FROM GALE/VERO PHONE NO. 407+489+6758 Oct. 05 1999 11:19AM P1
Y
GALE INSULATION
3490 OLEANDER AVENUE
FT. PIERCE, FL 34982
(561)-465-9191
6
CERTIFICATION OF INSULATION
R- I I INSULATION INSTALLED IN GARAGE COMMON WALL,
R- 4.2 INSULATION INSTALLED IN EXTERIOR WALLS
R —19 INSULATION INSTALLED IN CEILING AREAS
LEGAL: Lot 59 Castle Pines — The Reserve
PERMI1:7�99050050 SLC�
ADDRESS: 9335 World Cup. Way
BUILDER: Kolter Homes
DATE ON COMPLETION: 10/2/99
N-MME wi do� .2=4
STATE OF FLORIDA, COUNTY OF ST. LU�� i,F/� THE FOREG O IN, TRUMENT WAS
ACKNOWLEDGED BEFORE ME THIS � DAY OF � ,1999, BY
RUSSELL SOBCZAK, WHO 1S PERSONALLY KNOWN TO ME.
V�mnNOTAR UBLIC: STATE OF FLORIDA
Turner & Smith
Architects Planners, INC. S�,oM
$E rT• 2. Ct oI0lqnd 4unoJ aion7 JS
-TO: ST . L,u Glf COLSKT-( $Lltw icy I.r 6661 g0 1'l0
VtF'• (,o LT F-R 40MF5- PCI A \(t Ll A CfG L"`JJ`�
�[bW.N-H-o t•�5 ��
(Al2 lrtSPEcT02:
THE GJ�NMAL CW7DAaM MS CM, 4C-60 TtyjE
J(x5i[` LJAo-t&6(1S' A;I Ttae tAASorcIN EMUL
WAk,i- 70 A vfMP5o" RGUS - 2 Io-3,
A a W' X 2'14-" x l-4f,'aD TAPC-oN ' 4 FACIA
Sloe /45 SLAdw(IL
TRA5 t Ate 5 V-u rlf
00?, 49MO14.4"
IF- NOO 1�A-,tE p(4y
'1
0
P•QutKc- S I L,?rtif,(L
9- *14'r, 2Y4-
' Tf�ecor-�s
Slc+rPx�r► � �. v1,0E
l-4Gu5 2�0-3
aut KMSt� CALL.
2295 Corporate Blvd. N.W. - Boca Raton, FL 33431
Phone: 561-997-7286 - Fax: 561-997-5721
tsarch@bellsouth.net
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.B=M 00621-n 12L92-A6
L.S.EL 5.8 —
Z.9.>-----9.6.9 I B.E,V--f--L.I.
.01.L^
. LL.9Z _.
(TB) 5XE ,
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M
b LxsM
(tl{ b b
OLXEM
21 4 5 u
2[
1
S{.B.Z2
'C�7?ll„VdZI. CLtio LLH'OldldoW -Iy NoLi.aCy ON
'SSntLL SIH1 jo t'T1l ZL`)]1nttL 1'>,--3ioj A---14
°Q nLII-ZIFlrj-IV N0LLlQatl Zoe CLNv S9'3l-%aS
C)rltutlaNS iy YIFA1SlvL Sa�41weW �lin0LLLoav
'6tlOH3 WOI109 3H1 01 03H3V11V Al0dlWd 38 ISM
'3'O .V2 IV 9NIOV89 1V831V1 SnOnNuN00 80 SWII33 ❑IOI8
'38nSS38d ONIM 'ZIOOH 01 03SOdX3 39,10N AVW 1VOI183A ON3 1HDI1
:asua0 {/ d5 Ox2 VIM
:N 20 dS VX2 SM: E9 dS Vx2 S93M
N asuaO Le dS8V01
z2 El
ae bxe nHOH3 d0
St. Lucie County Public Works
c?�QQ-mob b
t.:btJOI Lnienr, or uommunj Gy
f,TTarrs 5N: 555i
FLORIDA FNERGY f_FFI.CIENC'i CODE FOR BUILDING
CONSTRUCTION
F(Jh11 bt)Oh-9(3 P,Fsi.dtaWi-iall!COofq:)onent. Prescriptive Method A r':I''NTRA1.
NRO.IEta' NAME:, MOLTER HOMES ;BUILDER: M.J FERRITER
CONSTRUCTION
AMU ADDRESS. ,TOWNHOME5 MODEL #lE !PERMITTING
!CLIMATE
PORT ST I_IJICE FL 349iOFFICE:
!'ZONE: 41_1 51_1 61_!
OWNER, !PERMIT NO.
l.TURISDICTION NO.
Ct
1. }•lbw construction or addition
1. New Construction
:3 t,inule family detached or Multifamily attached
2, Multi. -Family
3. IF HLAlt.ifamily-NO. of units
3, 0 --
4. LF Mul-tifamily, 18 this a worst. case (yes/no)
4, No
5. Conditioned floor area (sq.ft.)
5 1530.00 --
6. Predominant eave overhang (ft.)
6. 1.00
"/. Porch overhang length (ft.)
7. 6.00
8. Glass area and type:
Single Pane Double Pane
a. Clear Glass
8a. O.Osgft O.00sgft
b. Tint, tilts or solar screen
_
6b.179.0sgft O.00sgft.
9. Floor type and insulation:
I-"'- -'
a. Slab on grade (k-vaLub, perimeter)
9a.R= 0.00 , 194.00 ft.
10.Net Wall type area and insulation:
-`
a. kxteri.or: 1.. Concrete (Insulation R-vallue)
I0a-1 R= 4,20, 1532.00sgft••_,_.'
a. Adjacent; 2. Wood frame (Insulation R-value)
10a-2 R=11.00, 291.00sgft._.__
11.Ceiling type area and insulation:
a. Udder attic (Insulation R-value)
11a.R=19.00 , 1650.00sgft__._
12.Air distribution systems
a. Ducts (Insulation + Location)
12a. R= 6.50 uncond
13.Cooling system
13. Type: Central A/C
SEER: 10.00
14.Heating System:
14. Type: Heat Pump
HSPF: 7.00
1S.Hot water system:
_
15. Type: Electric i
EF: 0.90
16.Hot Water Credits: (HR-Heat Recovery,
16.
DHP-Dedicated Heat Pump)
`v-
17.Infiltration practice: 1, 2 or'3
17. 2
18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent,
18, ^_-
HF-Whole house fan, RB-Attic radiant
barrier, MZ-Mu.ltizone )
19.EPI (must not exceed 100 points)
19. 80.95
a. Total As_Bui.lt points
_
19a. 25737.63
b. 'lot.al Base points
1.9b. 31796.06 w
.L lic:rel:,y ca rti Fy I:hat t-ham
::,I:.i:c.it`iraCictl:: c:c;ve:rciCl t�,•
J d L' lcil'I at'r. in cofupl 1c:11Cc
I-lol-i.da Enc--1'9y Code.
PREPARED BY:
DATE:
1-; J a n::, al nd
this c.E,lcu--
Wi L1) 1. Ile
T hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT:
DATE:
Review of the plan:_, and spee.ifi.cationE
cOve.red by l:hic-; calculation indicates
compliance with the Florida Energy
Code. Before construction is completec
this building will be inspected for
compliance in aocor :vice with Section
553.908 F.S.
BUILDING OFFICIAL:
DATE:
4'4'-4:-Y .A -A 4: K:A 4: 4--4.A**4'{.'-V 1'*II.kY.A:1::k'4'A,-k**:4::Y.4:4:'A:4:**M.4.4%4.*.AB.y.:A:K'A****:K.".%K:A *:K:k****':4c***** A:***%A
SIJ-IME'R' CAI_CUI_ATTON,$
*:k:X-1:*::KA::AMk::I:*:A:4;:k*:V::K:I:MW*:4..X*k.A::k*:6K�k.4:%K:k':A�W:K-K�:V:k:*A;:kY;:A*:X•*;'k:K�;:K*:k:k**K:k-kM:k*:K*;**:1::k***:*:K:
-= HASH -_.=
i _= AS -BUILT =_-
GL..ASS----------------
i
ORIEN AREA x @1SPM =
POINTS ; TYPE SC ORIEN AREA x SPM x
SOF = POINT:
----- I -------------------------------
LJ 22.00 82.2
1808.4 ; SGL TINT N 22.0 51.5
.72 814.1
S 84.00 82.2
6904.8 SGL TINT S 84.0 98.3
.45 3699..
W 73.00 62.2
---------------------------------------------------------------
6000.6 i SGL- TINT W 73.0 107.1
.26 2032.i
x COND. FLOOR / -TOTAL GLASS = AD.I. x GLASS = ADJ GLASS
; GLASS
AREA
AREA FACTOR POINTS POINTS
--------------------------------
i POINT'
.15 1,530.00
-------------^---------
.179.00 1.282 14,713.80 18,864.90
'
; 6,546.81
NON GLASS ------------
AREA x EiSPM =
POINTS ; TYPE R-VALIJE AREA x
SPM = POINT:
WALLS ----------------
Ext 15:32.0 1.0
1.S32.0
; Ext
NormWtBlock "Tn
4.2 1532.0
1..16
1777.'
Aa,j 29.1.0 ,7
203.7
; Ad,j
i
Wood Frame
11.0 291.0
.70
20'+.;
DOORS ----------------
i
Ext 14.0 4.8
115.2
i Ext
Wood
24.0
7.20
172.t
Adj 22.4 1 .6
35.H
; Ad,j
i
Wood
22.4
2.40
53.1
CEILINGS--------------
UA 1530.0 .6
918.0
; Under Attic
19.0 1650.0
1.10
1815.(
FLOORS ---------------
Slb 194.0 -31.8-6169.2 ; Slab -on -Grade ,0 194.0 -31.90-6188.(
INFILTRATION---------
1530.0 10.9 16677.0 ; Practice 02 1530,0* 10.90 16677.(
TOTAL SUMMER POINTS
32,177.44 i 21,057.5E
TOTAL x SYSTEM = COOLING i TOTAL x CAP x DUCT x SYSTEM x CREDIT = COOLIN(
SUM PTS MULT POINTS i COMPON RATIO MULT MULT MULT POINTS
1.1 ,905.E:', 21 ,0'`.7.58 .1 .00 .1 .06::3 .340 1.000 7,609.6
A: *:t: A:'.t:J:•k:t..*!4. t. Afl:*** :1:#.:t: A::l"Y. *:k:{ ***:k*'k%K:K t.*** *)KM ****'k w-k*****:k-K********w***:1.***,***W-3:*,
,. . '
WINTER CALi.ULAI'loNS
t *'k•**:t::i.********A 4' **4:**4:*****kit'*A:t;t:k:V;:f:k.*A:*:i:*:Y.:Y:*%.A::k**V***:K*:K*******'A:**********A
k',
AS -BUILT
(')RlkN AREA x BWPM =
POINTS
IYPE SC ORIEN AREA
X WPM x
WOF
= POINT,
- - �- - -------- ------ ----•-
N 22.00 -3.4
-74.t+ ;
SGL TINT N 22.0
9.6
1.18
249.,
S 84.00 -3.4
-285.6 ;
SGL TINT S 84.0
-10.2
.12
-104.(
W 73.00 -3.4
---------------------------------------------
-248.2 i
SGL TINT W 73.0
-2.0
-5.04
735.!
----------------------------^------.
.15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS =
ADJ GLASS
i
GLASS
AREA
--------------------------------------------------•------
AREA
FACTOR POINTS
POINTS
i
POINT'
.1.5 1,530.00
179.00
-608.60
-780.30
881.11
NON GLASS---^--------
-^--1_282-
AREA x BWPM =
---^-- -------------
POINTS iTYPER_VALUE
-
--
AREA x
WPM =
POINT!
WALLS ----------------
i
-----^-^---- ------------------------
----
Ext. 1532.0 1.1
1685.2 ;
Ext NormWtBlock In 4.2
1532.0
3.26
4994
Adi 291.0 1.8
523.8 ;
Adj Wood Frame 11.0
291.0
1.80
52:3.t
DOORS----------------
i
�
Ext 24.0 5.1
122.4 ;,Ext
Wood
24.0
7.60
182.1
Ad.J 22.4 4.0
89.6 ;
Ad.] Wood
22.4
5.90
132.:
CEILINGS-------------
�
i
UA 153U.0 .6
918.0 ;
i
Under Attic 19.0
1650.0
1.00
1650.(
i
Sib 194.0 -1.9
-368.6 ;
Slab -on -Grade O
194.0
2.50
485.(
INFILTRATION---------
1530.0 4.1 6273.0 ; Practice #2 1530.0 4.10 6273.(
TOTAL WINTER POINTS
8,463.10 ' 15,121.8e
sc=sss==sscc=sv=sss=cs==ss===ls=-----=scsss--ss=s^==-====s=sascss=s==ss=s=ss==o
TOTAL x SYSTEM = HEATING TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS i COMPON RATIO MULT MULT MULT POINTS
_-----------------------------------------------
8,46-1.10 1 to 9,309.41 ; 15,121.83 1.00 1.063 .484 1.000 7,779.02
*-K'K*:K •k:k �.:4: A�:K'# M*4:i:**.:k:K:K'K**::K:K:%M**:K•K*:K*�:'x:{:�K;X*:K*:K'X.*:K:K�:*:K'K**:K*�c �c�k �c*�K**�::k�c*k:**�K**:K�c:K�::k
WATER HEATING
BASE =_= i --= AS -BUILT
NUM OF x MULT - TOT AI_ ; TANK VOLUME EF TANK x MULT x CREDIT- =-TOTAL
EDRMS ; RATTO MOLT
--•---------'---------------------
--------------------------------
3 3527.0 10,58'1.00 i 50 .90 1..000 3449,7 1.00 10,349.00
•ti k'*:kA: V::k.K:1::{.:1: * :k •W A::k Y: A::k.'K'Y. *.k *'#.' Y::k:1::K;Y•:I::K �c �:;K .K'k:k:k'X• # * �: * %::k:K 7: %: %K:K:K:k* W. k::K * * * �::I::K* * 8c �:W. *:K * * * %'k: X' A: *:k
5Uh1MARY
BASF'
AS -BUILT ==_
------- ----------------------------------------
COOLING HEATING HOT WATER TOTAL i COOLING HEATING HOT WATER TOTAL -
POINTS + POINTS + POINTS = POINTS , POINTS + POINTS + POINTS = POINTS
-----------------------------------
-----------------------------
11905.7 9309.4 10581.0 31,796.06 i 7609.6 7779.0 10349.0 25,737.63
---=-----------------------
K EPI = 80.95 M
For det:�led information
of the EPI r.atj ng number
or for any ITEM listed,
ask your Builder for
DCA Form 60OA-93
or Form 60OB-93
0 10
The maximum allowable EPI
-ENERGY GUIDE
EPI= 80.9
20 30 40 50 60 70 80 90 100
is 100. The lower the EPI the more efficient_ the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE
Low Efficiency High Efficienc)
WINDOWS ..................... Single Tint.
SINGI_ CLR DBL TINT
1------ X--------------
INSULATION..................
Ceiling R-Valu]9.0
R-10 R-30e.........
X -----------
Wall R-Value......... 5.3
R-0 R-7
i--------------- X '
Floor R-Value......... 0.0
R-0 R-19
ix --------------------
AIR CONDITIONER .............
SEER/EER.................. 10.0
10.0 SEER 17.0
X--------------------j
9.7 EER 16.0
HEATING SYSTEM ..............
Electric COP/HSPF........ 7.0
12.0
6.8 HSPF --1
Gas AFUE............ O.Ob
0.78 AFUE "•i0;90
---------------------
14ATER HEATER
................
Electric EF.............. 0.90
0.88 0.96;----X---------------
GasEF.............. 0.00
0.54 0.90;-�
;--------------- --- ---
Solar F_F..............
0.40 0.80
---------------------'
1
OTHER FEATURES ..............
............................
f
I certify that these energy saving features
required for the Florida
Energy Code have been installed in this house.
Builder
Address: Signature Date • _
City/Zip_ _
Florida Energy Code for Building Construction - 1993
Florida Department. of C,•OMMUnit.Y Affairs FL-EPL GARD93
Lennox Objective Guide to = nstallation Comparison
Nisair Airconditioning Inc,.
1501 Decker Ave I1-404
Stuart, Fla
1-407-203-0904
h
08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1
KOLTER TOWNHOMES MODEL#E
PREPARED FOR: KOLTER HOMES
PREPARED BY: PHILIP NISA JR
FILE TITLE: KOLTB
DESIGN 'IEMPERATIIRES (DEGREES F)
WINTER INSIDE 68 WINTER OUTSIDE 45
SUMMER INSIDE 75 SUMMER OUTSIDE
,91
DAILY TEMPERATURE RANGE INDICATOR . 11
DESIGN GRAINS RELATIVE HUMIDITY 41
DEGREES NORTH LATITUDE 27
SUMMER AIR CHANGES PER HOUR 0.4
WINTER AIR CHANGES PER HOUR 0.7
AREA
BTUH
BTUH
SO FT
LOSS
GAIN
ROOM -
1 WHOLE
HOUSE IN ZONE 1 61 X 25
WALL
14B
8 INCH BLOCK R-5 INSUL
1,625
5,381
2,877
OVERHANG = 1.01•
WINDOW
1C
SNGLE PN CLR GLASS METAL FRM FACING-W
75
1,992
4,124
TINT -TINTED SHADING -DRAPES HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL =' 1.0
WINDOW
1C
SNGLE PN CLR GLASS METAL FRM FACING-S
BO
2,125.
1,504
TINT -TINTED SHADING -DRAPES HALF DRAWN
SHADING COEFFICIENT' = 1 REVEAL = 1.0
WINDOW
1C
SNGLE PN CLk GLASS METAL FRM FACING-N
20
531
376
flNI-TINTED SHADING -DRAPES HALF DRAWN
SHAU1N6 CO EFFIC:IENI = 1 REVEAL = 1.0
DOOR
100
SUI.10 CORE
24
254
136
L:f.ILING
16LI
UARK R•-19 1NSUTAIION
1,525
1,859
3,233
FLOOR
22A
NO EDGE INSULAIIOFI
194
3,614
0
WINILR
1NFILTRAflON
168 I:FM
4,240
SUMMER
INF1L'IRAT.ION
96 CFM SENSIBLE GAIN
1,685
LATENT GAIN
2,670 L
MECHANICAL
VENTILATION 50.0 CFM
1,265
880
PEOPLE
4 SENSIBLE GAIN
1200
LATENT GAIN
920 L
APPLIANCES
1200
08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS
PAGE 2
KOLTER TOWNHOMES MOL1EL# E
DUCT LOSS MULT=.20 GAIN MULT=.20
TOTAL FOR ROOM 1 14,335 CU FT
SENSIBLE
LATENT
AREA BTUH BTUH
SO FT LOSS GAIN
4,252 3,443
a
1,525
25,514 '20,659
4,984 L
------------=--------------=---=-----=-=-------------------
STRUCTURE TOTALS 14,335 CU FT
SENSIBLE
LATENT
1,525
25,514 20,659
4,984 L
----------------------------------------- -------------------
MINIMUM Cooling Capacity needed is 25,643 btu
at 91 degrees outside and 75 degrees inside
,.Maximum desired Sensible Cooling Capacity is 23,758 btu
(115% of Sensible Load)
-----------------------------------------------------------
*************** Version
* Ihis Heating and Cooling Load Computation was produced using the procedures *
* and tables of the Air Conditioning Contractors of America's Manual J, *
* Seventh Edition. The accuracy of the calculated loads depends.upon 'the *
* accuracy of the data used and the accuracy of the Manual J load calculation *
* procedures for the given conditions. No warranty, either gxpressed or *
* implied, is given by Lennox Industries Inc. with respect to the accuracy *
* and/or sufficiency of the information provided by this report.
Lennox Objective Guide to =nstallation Comparison
Nisair Airconditioning Inc,.
1501 Decker Ave 0-404
Stuart, Fla
1-407-283-0904
08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1
Y
KOLTER TOWNHOMES#D
PREPARED FOR: KOLTER H011ES
PREPARED BY: PHILIP NISA JR
FILE TITLE: KOLTO
OESIGN'TEMPERATURES (DEGREES
F)
WINTER INSIDE 68 WINTER
OUTSIDE 45
SUMMER INSIDE 75 SUMMER
OUTSIDE 91
DAILY TEMPERATURE RANGE INDICATOR
M
DESIGN GRAINS RELATIVE HUMIDITY
41
DEGREES NORTH LATITUDE
27
SUMMER AIR CHANGES PER HOUR
0.4
WINTER AIR CHANGES PER HOUR
0.7
AREA
BTUH
BTUH
SO FT
LOSS
GAIN
R0011 -
1 WHOLEHOUSE IN ZONE 1 52 X
30
WALL
14B 8 INCH BLOCK R-5 INSUL
1,197
3,963
2,119
OVERHANG = 1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM
FACING-E
40
1,063
2.212
TINT -TINTED SHADING -DRAPES
HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL =
1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM
FACING-S
90
2,391
11.692
TINT -TINTED SHADING -DRAPES
HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL =
1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM
FACING-N
50
1,328
940
TINT-TINTEO SHADING -DRAPES
HALF DRAWN
SHAO114G C:OEFFICIENF = 1 REVEAL =
1.0
DOOR
IOD SOLID CORE
24
254
136
CEILING
1.60 DARK R-19 INSULATION
1,560
1,902
3,307
FLOOR
22A NO EDGE INSULATION
149
2.776
0
WINTER
INFILTRATION 171 CFM
4,337
SUMMER
INFILTRATION 98 CFM SENSIBLE
GAIN
1,724
LATENT
GAIN
2,731 L
MECHANICAL
VENTILATION 50.0 CFM
1,265
880
PEOPLE
4 SENSIBLE
GAIN
1200
LATENT
GAIN
920 L
APPLIANCES
1200
e
.J ,V
08/24/98 LOG11'C .1000 RESIDENTIAL LOADS ANALYSIS
PAGE 2
KOL1'ER TOWNHOMESW
DUC1 LOSS MULT=.20 GAIN MUI_T=.20
TOTAL FOR ROOM 1 14,664 CU FT
SENSIBLE
LATENT
STRUCTURE TOTALS 14,664 CU FT
SENSIBLE
LATENT
AREA FIUH BTUH
SO FT LOSS GAIN
:3,656 3,082
- 1,560
23,134 16,492
5,045 L,,
1,560
23,134 18,492
5,045 L
----------------------------------------------------------=
MINIMUM Cooling Capacity needed is 23,537 btu
at 91 degrees outside and 75 degrees inside
Maximum desired Sensible Cooling Capacity is 21,266 btu
(115i of Sensible Load)
------------------------------------------------------------
******************* Version 92.10
* This Heating and Cooling Load Computation was produced using the procedures *
* and tables of the Air Conditioning Contractors of America's Manual J, *
* Seventh Edition. The accuracy of the calculated loads depends upon the *
* accuracy of the data used and the accuracy of the Manual J load calculation *
* procedures 'for- the given conditions. No warranty, either expressed or *
* implied, is given by Lennox Industries Inc. with respect to the accuracy *
* and/or sufficiency of the information provided by this report.
*******************************************************************************
C
Lennox Objective Guide to 3Enstallation Comparison
Nisair Airconditioning Inc,.
1501 Decker Ave 0-404
Stuart, Fla
1-407-283-0904
08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1
KOLTER TOWNHOMES#D
PREPARED FOR: KOLTER HOIIES
PREPARED BY: PHILIP NISA JR
FILE TITLE: KOLTO�
DESIGNTEMPERATURES (DEGREES F)
WINTER INSIDE 68 WINTER OUTSIDE 45
SUMMER INSIDE 75 SUMMER OUTSIDE 91
DAILY TEMPERATURE RANGE INDICATOR It
DESIGN GRAINS RELATIVE HUMIDITY 41
DEGREES NORTH LATITUDE 27
SUMMER AIR CHANGES PER HOUR 0.4
WINTER AIR CHANGES PER HOUR 0.7
AREA
BTUH
BTUH
SO FT
LOSS
GAIN
ROOM -
1 WHOLEHOUSE IN LONE 1 52 X
30
WALL
14B 8 INCH BLOCK R-5 INSUL
1,197
3,963
2,119
OVERHANG.= 1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM
FACING-E
40
1,063
2.212
TINT' -TINTED SHADING -DRAPES
HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL =
1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM
FACING-S
90
2,391
1,692
TINT -TINTED SHADING -DRAPES
HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL =
1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM
FACTNG-N
50
1,328
940
TINT -TINTED SHADING -DRAPES
HALF DRAWL!
SHADING COEFFICIENT = 1 REVEAL =
1.0
DOOR
100 SOLID CORE
24
254
136
CEILING
)60 DARK R-19 INSULATION
11560
1.902
3,307
FLOOR
22A NO EDGE INSULATION
149
2.776
0
WINTER
INFILTRATION 171 CFM
4,337
SUMMER
INFILTRATION 98 CFI,1 SENSIBLE
GAIN
1,724
LATENT
GAIN
2.731 L
MECHANICAL
VENTILATION 50.0 CFM
1,265
880
PEOPLE
4 SENSIBLE
GAIN
1200
LATENT
GAIN
920 L
APPLIANCES
1200
r
08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2
KOLTER TOWNHOMES}FD
AREA P.I"UH B'TUH
SO FT LOSS GAIN
DUCT LOSS MULT=.20 GAIN MUI.T=.20 3,856 3,082
TOTAL FOR ROOM 1 14,664 CU FT 1,560
SENSIBLE 23,134 16,492
LATENT 5,045 L
STRUCTURE TOTALS 14,664 CU FT 1,560
SENSIBLE 23,134 181-492
LATENT 5,d45 L
------------------------------------------------------------
MINIMUM Cooling Capacity needed is 23,537 btu
at 91 degrees outside and 75 degrees inside
'Maximum desired Sensible Cooling Capacity is 21,266 btu
(115% of Sensible Load)
------------------------------------------------------------
:K*W.7K*W.W.**W. Version 92.10:K*:K:K**%KW.M;**7K**W.*W.W**
* This Heating and Cooling load Computation was produced using the procedures *
* and tables of the Air Conditioning Contractors of America's Manual J, *
* Seventh Edition. The accuracy of the calculated loads depends upon the *
* accuracy -of the data used and the accuracy of the Manual J load calculation *
* procedures for the given conditions. No warranty, either expressed or *
* implied, is given by Lennox Industries Inc. with respect to the accuracy *
* and/or sufficiency of the information provided by this report.
*******************************************************************************
y s partrnent of Community A"I1'ai.rs SN: .».;G
FLORIDA ENER Y f::FFICIENCY CODE FOR BUILDING CONSTRUCI"ION
FORM 60OA-93 ResiAd ntial,Component PreSOl'iPt.iVe, Method A CENTRAL.
PROJECT NAME: KOLTER .AUMES r iRuII_DER: M.J FERRITER C:ONSIRUCIJON
AND ADDRESS: TOWNHOMES MODEL #D :PERMITTING !CLTMo'[E
PORT FT' l_UICE FL. 3491 OFFICE: :ZONE: C _i 5 i -_i 6 i ._
OWNER: ;PERMIT NO. ;JtJRI ;DCC'FIOFI No.
It
1. New construction or addition
2. Single family detached or Multifamily attached
3. If Multifamily -No. of units
4. �If Multifamily, is this a worst case (yes/no)
S. Conditioned floor area (sq.ft.)
6. P>r:6dominant eave overhang (Ft.)
7. Porch,overhang length (ft.)
8. Glass area and type:
a. Clear Glass
b. Tint, film or solar screen
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter)
1O.Net Wall type area and insulation:
a. Exterior: 1. Concrete (Insulation R-value)
a. Adjacent: 2. Wood frame (Insulation R-value)
11.Ceiling type area and insulation:
a. Under attic (Insulation R-value)
12.Air distribution systems
a. Ducts (Insul.at.ion + Location)
13.Cooling system
14.Heating System:
15.Hot water system:
16.Hot Water Credits: (HR-Heat Recovery,
DHP-Dedicated Heat Pump)
17.Infiltration practice: 1, 2 or 3
iB.HVAC Credits (CF-Ceiling Fan, CV -Cross vent,
HF-Whole house fan, RB-Attic radiant
barrier, M`L-Mult.izone )
19.EPI (roust not exceed 100 points)
a. Total AS_Built points
b. Total Base points
-----------------------------------------
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Code.
PREPARED BY:
DATE:_
I hereby certify that
in compliance with the
Code..
OWNER/AGENT:
GATE:
this building .is
0r11ar'�rY I
1.
2.
3.
4.
5.
6.
7.
8a
BE)
CK
New ConSi_ruction
Multi-Fami I
0
No
1554.00
1.00
8.00
Single Pane
O.Osgft
.188.0sgft.
Double Pane
O.00sgft _
O.00sgft _
9a.R= 0.00 , 149.00 ft
10a-1 R= 4.20, 2456.00sgft......
10a-2 R=11.00, 160.00sgft__
lla.R=19.00 , 1.650.00sgft
12a. R= 6.50 uncond
13. Type: Central A/C
SEER: 1.0.00
14. Type: Heat Pump
HSPF: 7.00
15. Type: Electric_
EF: 0.90
16.
17. 2
18.
19. 83.60
19a. 28347.11
19b. 33908.42
Review of the plans and specifications
covered by this calculation .indicates
compliance witli the Florida Energy
Code. Before construction is cornplel:.ed
this building will bn inspected for
compliance it ar,.cc,rcL�nc� with Sec:l:ion
553.908 F.S.
BUILDING
DATE'-
_
SUMMER CALCULATIONS
BASE ___
---------- ---------------------------------------------------------------------
i
=_= AS
-BUILT
-------------------------------------------------------------------------------
GLASS----------------
ORIEN AREA x BSPM =
-------------------------------------------------------------------------------
POINTS
TYPE SC ORIEN
AREA x SPM
x SOF
= POINTS
N 54.00 82.2
4438.8 ;
SGL TINT N
54.0 51.5
.72
1.999.6
E 40.00 82.2
3288.0 ;
SGL TINT E
40.0 107.1
.26
1113.8
S 94.00 82.2
7726.8 ;
SGL TINT S
64.0 98.3
.25
1,572.8
----------------------------------------------
SGL TINT S
30.0 98.3
.45
1321.2
.15 x, COND. FLOOR /.TOTAL
GLASS
---------------------------------
= ADJ. x GLASS
= ADJ GLASS
;
GLASS
AREA
-------------------------------------------------------------------------------
AREA
FACTOR POINTS
POINTS
;
POINTS
:15 1,554.00
-------------------------------------------------------------------------------
188.00
1..240 15,453.60
19,160.82
;
6,007.43
NON GLASS ------------
AREA x BSPM =
-------------------------------------------------------------------------=-----
POINTS ;
TYPE R-VALUE
AREA
x SPM
= POINTS
WALLS----------------
Ext 2456.0 1.0
2456.0 ;
Ext NormWtBlock In
4.2 2456.0
1.16
2849.0
Adj 160.0 .7
112.0 ;
Adj Wood Frame .11.0
160.0
.70
112.0
DOORS ------------=---
Ext 24.0 4.8..
115.2 ;
Ext Wood
24.0
7.20
172.8
'Adj 22.4 .1.6
35.8 ;
Adj Wood
22.4
2.40
53.8
CEILINGS-------------
UA 1564.0 .6
932.4 ;
Under Attic
19.0 1650.0
1.10
1815.0
FLOORS ---------------
Sib 149.0 -31.8
-4738.2
Slab -on -Grade
.0 1.49.0
-31.90
-4753.1
INFILTRATION---------
1554.0 10.9
16938.6 ;
Practice #2
1554.0
1.0.90
16938.6
---------------------------------------------------------------------------------
TOf'AL SUMMER POINTS
35,012.66
;
23,195.45
------------------------------------------------------------------------
TOTAL x SYSTEM =
COOLING ;
TOTAL x CAP x DUCT
x SYSTEM x
CREDIT
- -----
= COOLING
SUM PTS MULT
--------_-----------------------------------------------------------------------
POINTS ;
COMPON RATIO MULT
MULT
MULT
POINTS
35,012.66 .37 12,954.68
1
23,195.45 1.00 1.063
.340
1.000
8,382.17
M'k.:K:K:1::Y.:k *:Y; :,K:Y.W.:Y. Y: W.:K �K;K;K:K:K *:Y• k::K'X.:K a::k:K:Y.:Y:Y.:K:Y.:Y•:Y.:K-k:K:K;k;Y.'X.:K:k * *:k'X.:K:K *;K'X•;K;k'X. * *'X•;k:K:Y.:Y. *W. %: X :K:K Y::Y. X.;k:k;K:K:Y.
WINTER CALCULATIONS
BASE ___
;
__=
AS -BUILT
GLASS ----------------
ORIEN AREA x BWPM =
-------------------------------------------------------------------------------
POINTS
; TYPE SC ORIEN
AREA x WPM
x WOF =
POINTS
N 54.00 -3.4
-183.6
; SGL TINT N
54.0 9.6
1.18
612.1
.E 40.00 -3.4
-136.0
i SGL TINT E
40.0 -2.0
-5.04
403.2
S 94.00 =3.4
-319.6
SGL TINT S
64.0 -10.2
-1.09
711.6
SGL TINT
--------------------------------------
.15 x• COND. FLOOR / TOTAL GLASS = ADJ.
AREA 'AREA FACTOR
=--------------------------------------
.15 1,554.00' 188.00 1.240
----------------------------
NON GLASS ------------
AREA x BWPM = POINTS ; TYPE
---------------------------------------
S 30.0 -10.2 .12 -37.2
---------------------------------------
x GLASS - ADJ GLASS ; GLASS
POINTS POINTS ; POINTS
---------------------------------------
-639.20-792.54 1,689.65
R-VALUE AREA x WPM = POINTS
-------------------------------
WHL.----------------
j
Ext 2456.0 1.1
2701.6
; Ext NormWtBlock
In 4.2
2456.0
3.26
8006.6
Adj 160.0 1.8
288.0
; Adj Wood Frame
11.0
160.0
1.60
288.0
DOORS ----------------
Ext 24.0 5.1
122.4
, Ext Wood
24.0
7.60
182.4
Adj 22.4 4.0
89.6
; Adj Wood
22.4
5.90
132.2
CEILINGS -------------
i
UA 1554.0 .6
932.4
i Under Attic
19.0
1650.0
1.00
1650.0
FLOORS ---------------
Slb 149.0 -1.9
-283.1
; Slab -on -Grade
.0
149.0
2.50
372.5
INFILTRATION ---------
1554.0 4.1
6371.4
; Practise ik2
1554.0
4.10
6371.4
TOTAL WINTER POINTS
9,429.76
;
18,692.67
TOTAL x SYSTEM =
HEATING
TOTAL x CAP x
DUCT x SYSTEM
x
CREDIT
= HEATING
WIN PTS MULT
--------------------------------------------------------------------------------
POINTS
; COMPON RATIO
MULT
MULT
MULT
POINTS
9,429.76 1.10 10,372.74
; 18,692.67 1.00
1.063
.484
1.000
9,615.94
ENERGY GUIDE
For detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder for
DCA Form 60OA-93
or Form 600E-93
EPI= 83.6
0 10 20 30 40 50 60 70 80 90 100
----------------------- '
The maximum allowable EPI is 1.00. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS ..................... Single Tint '------ -----
INSULATION ..................
Ceiling R-Value......... 19.0
Wall R-Value......... 4.6
Floor R-Value.........0.0
AIR CONDITIONER............
SEER/EER.................. 10.0
HEATING SYSTEM ..............
Electric COP/HSPF........ 7.0
Gas AFUE............ 0.00
WATER HEATER ................
Electric EF........ '...... 0.90
Gas EF.............. 0.00
Solar EF..............
OTHER FEATURES ..............
R-10 R-30
'---------
R-0 R17
------------------' ,- X- ,
R-0 R-19
X-------------------
10.0 SEER 17.0
A--------------------
9.7 EER 16.0
6.8 HSPF. 12.0
X-------------------- .i
0.78 AFUE 0.90
---------------------
0.88 0.96
I- - - -X- - - -- - - - -- - ` --'
0.54 0.90
---------------------
0.40 0.80
---------------------
I certify that these energy saving features required for the Florida
Energy Code have been installed in this house.
Builder
Address:_ Signature:___
-_-,__Date:
Florida Energy Code for Building Construction - 1993
Florida Department of Community Affairs FL-EPL CARD93
r KUM
uuuv&m JD l 19UI939ZIM
U/-UZ-99 IU:1ZRM IU DM975721
J7H
7.000
1.500
NAILED
7.000
22,785
- 285
------
C`J5
'-----------------------
5.000
8.000
-----------------------
WALL
0.000
-----
19.66?
--
391
----------- -----
-200
ICE CJ5
5.000
1,500
NAILED
5.000-
19.667
56
-200
CJ5
5.000
1.500
NAILED
5.000
21.951
193
----------------------------------------------------------------
-----------
228
CJ3,
3.000
1.500
NAILED
3.000
19.667
-200
CJ3
3.000
1.500
NAILED
3.000
21.118
101
-------------------------------------------
CJl
1.000
8.000
WALL
----------------------------------
0.000 19.667 243 -200
CJl
1.000
1.500
NAILED
1.000
19.667
14
-200
•CJa
1.000
1.500
NAILED
1.000
20.285
49
-------------------------------------------------------------------------------
V1,,.
2.000
24.000
WALL
0.000
24.906
220
-------------------------------------------------------------------------------
X21
4.000
48.000
WALL
0.000
24.073
424
-----------------------------------------------------------------=-------------
V3
6.000
72.000
WALL
0.000
23.240
644
-------------------------------------------------------------------------------
V4
0.000
96.000
WALL
0.000
22.406
817
-------------------------------------------------------------------------------
V5
10.000
120.000
WALL
0.000
21.573,
1037
---'----------------------------------------------------------------------------
V6
-------------------------------------------------------------------------------
12.000
144.000
WALL
0.000
20.740
1257
f2cy„t qRo SboSb
UPL.IRTS N4IL.IN(31: SGHEDULA
SPAN
GROUP
TYPICAL
UPLIFT
SEMCO
MODEL
NO. OF
10-d NAILS
REMARKS
0
45O
TAPR216
4
O55m
TAPR216
4
O000
T,4PR216
5
pO
1100
TAPR216
9
0
1339
TAPR216
10
O2400
TAPR216
Im each
2 STRAPS
O550
RTPG,4aI o
4
cx ol r�`M -P-
O wl -P"
RUM UuUV4A550C 14073342130
07-02-99 10:10AM (0 15619975721
aSU N.[/y
SUPPORT
REPORT
JOB DESCRIPTION:
UNIT
B
.WIND CODE: SBCCI-1991
WIND
MPH: 110
PE: CLOSED
i
TRUSS TRUSS SUPPORT
SUPPORT
__________________
BEARING BEARING REACT.
MAX WIND
DESC
SPAN-ft
SIZE -in.
TYPE
XLOC-ft.
YLOC-ft.
r
MAX.+# u..-
UPLFT.-#
=FG1-=.--=14
771=---7
2S0----WALL-==--0.000
9.333
11080-4260-=
4S6
WARE
FG1
14.771
6.000
WALL
14.271
13.562
12964
-5170
-------------------------------------------------------------------------------
FG3 -
4.438
7.250
WALL
0.000
10.333
538
-240
FG3
4.438
10.000
WALL
3.604
9.333
184
A
-180
--------------------------------------------------------------------------------
Al
33.500
330.000
WALL
0.000
9.333
3424
-910
Al
33.500
3.000
WALL
33.250
11.667
441
Ynn
-900
-------------------------------------------------------------------------------
A2
33.500
8.000
WALL
0.000
9.333
1550
740
A2
33.500
8.000
WALL
26.833
9.333
2007
-860
A2
33.500
3.000
WALL
33.250
11.667
308
fy`
-180
----------------
A3
---------
39.062
--------
8.000
----------
WALL
----------------
0.000
9.333
-------
1404
-----------
-570
A3
39.062
6.000
WALL
26.833
9.333
2763
-990
A3
39.062
66.750
WALL
33.500
9.333
221
A
-360
= ------------------------------------------------------------------------------
A4
39.062
8.000
WALL
0.000
9.333
1103
-740
A4
39.062
65.814
WALL
26.833
9.333
2944
-1150
A4
39.062
3.000
HANGER
38.812
13.609
337
L1
-280
-------'----------'--------------------------------------'---------------------
AS
39.062
8.000
WALL
0.000
9.333
2257
D
-1050
AS
39.062
3.000
HANGER
38.812
13.609
2131
5)
-1050
------------------------------------------------
A6
39.062
8.000
WALL
0.000
-------------------------------
9.333
2256
Q
-1050
A6
39.062
3.000
HANGER
38.812
13.609
2130
V
-1050
-------------------------------------------------------------------------------
A7
39.062
8.000
WALL
0.000
9.333
2256
-1050
A7
39.062
3.000
HANGER
38.812
13.609
2130
-1050
-------------------------------------------------------------------------------
A8
39.062
8.000
WALL
0.000
9.333
2256
90
-1050
A8
39.062
3.000
HANGER
38.812
13.609
2130
-1050
------------------------------------------------------------------------------
A9
39.333
8.000
WALL
7.833
9.333
2841
F
-1380
A9
39.333
3.000
HANGER
38.812
13.609
1546
p
-870
-------------------------------------------------------------------------------
A10
39.333
8.000
WALL
7.833
9.333
2855
-1380
A10
39.333
4.000
WALL
39.000
13.562
1562
-870
--------------------------------------`----------------------------------------
C1
20.938
251.250
WALL
0.000
9.333
2287
F
-2410
-------------------------------------------------------------------------------
C2
20.938
3.000
HANGER
0.000
9.333
1135
G
-680
C2
20.938
3.250
WALL
20.667
17.463
1168
(1
-730
----------------
C3
---------
20.938
---------
3.000
---------
HANGER
---------
0.000
-------
9.333
-------G
1135
-----------
G
680
C3
20.938
3.250
WALL
20.667
17.463
1168
-730
-------------------------------------------------------------------------------
C4
20.938
3.000
HANGER
0.000
9.333
1143
G
-560
C4.
20.938
3.250
WALL
20.667
13.562
1160
G
-730
------------------------------------------------------------------------------
CS
20.959
8.000
WALL
0.000
9.333
1242
(i
-660
C5
20.956
3.500
WALL
20.667
13.562
1154
G
710
------------------------------------------------------------------------------
D1
17.333
8.000
WALL
0.000
9.333
1711
C.
-670
Dl
17.333
8.000
WALL
16.667
9.333
1688
(�
- 660
--------------------------------------------------------'---------
D2
17.333
8.000
WALL
0.000
9.333
5430
----------
�
-2030
D2
17.333
8.000
WALL
16.667
9.333
5763
F
-2110
----------------
E1
------
8.000
-----------
96.000
----------
WALL
---------
0.000
---------------------------
19.667
880
A
-270
-------------------------------------------------------------------------------
R6
7.333
88.000
WALL
0.000
9.333
807
-2740
-------------------------------------------------------------------
HR3
4.243
11.314
WALL
0.062
9.333
352
A
---------
-200
HR3
4.243
1.500
NAILED
4.243
9.333
34
A
-200
HR3
4.243
1.500
NAILED
4.243
10.778
122
----------------
CJ1
---------
1.000
--------
8.000
----------
WALL
---------
0.000
-----------------
19.667
243
Q
---------
-200
CJ1
1.000
1.500
NAILED
1.000
19.667
14
A
-200
CJS
1.000
1.500
NAILED
1.000
20.285
49
--------------------------------------------------------------------
J3D
3.000
8.000
WALL
0.000
9.333
291
---------
-200
J3D
3.000
1.500
NAILED
3.000
9.333
28
A
-200
FROM
Ou0V8A$$OC 1407334213E
07-02-99 10:104M TO 15619975721
n58 P.1/9
'I" 'UNI�/
-------------------------------------------------------------------------------
%Flo
9.938
53.000
WALL
0.062
10.944
639
V10
-------------------------------------------------------------------------------
9.938
53.000
WALL
5.521
10.944
639
V11
9.938
120.000
WALL
0.000
11.779
1280
-------------------------------------------------------------------------------
V12
- 9.938
120.000
WALL
0.000
12.611
1086
Q
-240
-------
V13
-----------------------------------------------------------
2.791
33.494
WALL
0.000
14.573
244
-------------
A
-200
----------------------------------------------------------
V14
4.791
57.495
WALL
0.000
13.740
-------
448
--------------
A
-200
------------------------------------------------------
V15
6.791
81.496
WALL
0.000
12.906
-------------------------
668
6RD6TA1L.5
-3960
---------------------------------------
V16
8.791
105.497
WALL
----------------------------------------
0.000
12.073
904
-------------------------------------------------------------------------------
�V17
---=-----------
10.792
129.498
WALL
0.000
11.240
1124
V18
-----
----------------------------------------------------------------
12.792
-
152.000
WALL
0.125
10.458
1330
V24
-------------------------------------------------------------------------------
---------- ----
5.129
-----------------------------------------------------------
61.550
WALL
0.000
20.740
564
UFDLi;:Ts NAIL.XG SeH€DUL.m
SPAN
TYPICAL
SEMCO
NO. OF
GROUP
UPLIFT
MODEL
N
10-6 AILS
REMARKS
O450
TAPR216
4
O550
TAPR216
4
lC J
500
TA'=P216
1 5
0 1
1100
TAPR216
9
O133S
TAPR216
Im
O2400
TAPR216
Im each
2 STRAPS
O550
RTPGA816
4
TURNER / SMITH & ASSOCIATES
A R C I I T E, C T S` ,"1) L A N N 1'. R S
i
2 Ma/
7 ►§% I\
C`
1
' 2295 Corporate Blvd. N W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721
c
i TURNER i SMITH A ASSOCIATES
A R C I I I -C T S K, P I, A N N 1. R S
4114 f
�` I (yf
< IN
' �. �!
VA i W
� r ► '
13
' 2295 Corporate Blvd. N W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721