HomeMy WebLinkAboutMr & Mrs Williams Cason-43631ST. LUCIE COUNTY PERMft APPLICATION
)0#1174VA
PERMIT NO. / (CODE # ) SEWAGE PERMIT NO.
APPLICATION FOR PERMIT TO CONSTRUCT
JOB LOCATION/ADDRESS:
LEGAL DESCRIPTION
ROAD IMPACT: DISTRICT
S/D
ZONE
uKiVtWAY PERMIT
. /R�nl�llp�l:n
VNo
FEE
init. _._ _ .._-
MAP # FLOOD ZONE ELEV
LOT � BLOCK -A-9-- UNIT � SEC
PROPERTY TAX ID
9
o C� ZONE__ __._..
TWP
GMPP
RGE
LOT SIZE/DIMENSIONS �• �" • X `• X �3-?. X 3o a, EST COST
SET BACKS: FRONT !/-3, ZJ REAR la`s ' P3 SIDE SIDE 3G '
SQ FT BUILDING: LIVING AREA � ACCESSORY
ARCHITECT: NAME ���^GL PHONE
ADDRESS��� ��� CITY o �G ST ��� ZI/P
CONTRACTOR: STATE REG/CERT # CG� .33�/ COUNTY CERT # 4P17117`
NAME \cam%! %✓� ' ADDRESS
CITY ��� STATE ZIP ``S�— PHONE•-
OWNER OF NAME 22A
PROPERTY: - /
ADDRESS PHONE 27r- �aaT
CITY �I7�x�T• ��'�� STATE ZIP —_355�1
STATE OF FLORIDA, COUNTY OF ST. LUCIE
Before me, the undersigned authority, personally appeared & IV CZ Ce;`who upon
being duly sworn, deposes and says that the information contain d in the foregoing application is true and correct.
/ �/ Applicant
Sworn to and subscribed before me this day of �-1 19—e—'Y'
SCHOOL IMPACT FEES
Required ❑ Yes ❑ No
Not a ublic, St a of Florida at Large Aunt. Pd
Notary Public, Stale u! Florida at LLI-M
My Commission expires: My rn,� r mrnission Expires Jan• 13. BONPO TNflU AGENT'S NOTAR'! DI?9"<=;Dafe Pd Posted
I
FEDERAL EMERSENCY MANAGEMrNT
NATIONAL FLOOD INSU NCE-P.R R
POST CONSTRUCTION ELEVATION CERTIFI�l�- 1 C ,1 RTIFICATE
i COMMUNITY NUMBER
St. Lucie Co., F1. (UNINCORPORATED AREAS) I� � r = na 61987 `S 120285
INSTRUCTIOfU� + o
P0 it'l+aecC�Lcl
The registered professional engineer, architect, surveyor or t,,.a' �.l#fictpletes Section I below.
Section II may be completed by any of the professionals listed aL.the-betdfnrtifig 19ection II, or by a similarly qualified
local permit official. Print or type the information on this form. This form is to be used for new (POST -FIRM) construction
and for substantial improvements to existing structures in Zones Al-A30, AH and V1-V30 and existing (PRE -FIRM)
buildings to be rated under POST -FIRM rules and rates.
SECTION I
(TO BE COMPLETED BY COMMUNITY PERMIT OFFICIAL)
PROPERTY ADDRESS (or lot and block numbers if address is unavailable) Mr. Mrs. William Cason
5406 Palmetto Dr. (NAME: Tropical Homes Cbnst. Inc$# 43631 )
FIA MAP PANEL ON WHICH PROPERTY IS LOCATED FIA MAP ZONE IN WHICH PROPERTY IS LOCATED
0280-B AH
FIA MAP EFFECTIVE DATE BASE FLOOD ELEVATION AT THE PROPOSED SITE
January 5, 1984 17
START OF CONSTRUCTION DATE Name and True PHONE (with Area Code)
6/87 Gary Ament, Community Development Director 1005) 466-1100
ADDRESS' -
2300'VirQinia Ave., Ft. Pierce, F1. 33450 d
D
SECTION II
INSTRUCTIONS'
Complete only the Elevation Certification unless the building has been floodproofed at least to the base flood
elevation. If floodproofing is used, complete only the Floodproofing Certification. The Elevation Certification may be
completed by a registered professional engineer, architect, or surveyor. The Floodproofing Certification may qDly be
completed by a registered professional engineer or architect.
ELEVATION CERTIFICATION
I certify that the building at the property location described above has the lowest floor at an elevation of
Fin, Floor 21 .2 Garage ;20, feet, NGVD (mean sea level).
v
FLOODPROOFING CERTIFICATION
I certify to the best of my knowledge, information, and belief,' that the structure is designed so that the structure is
watertight to an elevation of feet NGVD (mean sea level), with walls substantially
impermeable to the passage of water and structural components having the capability of resisting hydrostatic and
hydrodynamic loads and effects of buoyancy that would be caused by the flood depths, pressures, velocities, impact
and uplift forces associated with the base flood.
In the event of flooding, wif -this degree of floodproofing be achieved with human intervention?*
Will the structure be occupied as a residence?
If the answer to both questions is Yes, the floodproofing cannot be credited for rating purposes and the elevation
certification must be completed instead.
*Floodproofed with human intervention means that water will enter the structure when floods up to the base hood
level occur, unless measures are taken prior to the flood to prevent entry of water (e.g. bolting metal shields over
doors and windows).
'ITIFIER'S NAME
John K. Qbill.en
1532 SE Village Green Drive
Port St. Lucie Fla. 34952
AFFIX SEAL OR WRITE PROFESSIONAL
LICENSE NO. BELOW.
nature)
( Date)
The insurance agent attaches the second copy of the completed form to the flood insurance policy application
for new (POST -FIRM) construction or substantial improvements. Be sure.that the second copy Is certified.
I';�' �l•'.' F !"�,�� 4': \' (r,-): q TIT r"�!,►
6.
DESCRIPTION
, Lots 3 & 4, Block 22, INDIAN RIVER ESTATES UNIT FIVE,
,-is recorded in Plat Book 10, fake 56, Public l:ecord,
,,I. Lurie (;(-)unty, Florida
CLIENT: Cason
PROPERTY ADDRESS: Palmetto Drive
F.I.R.M. Gone ''Ali' Ell
NORTH / = 40'
TOP OFBANK
—S6--QQ
-
TOP OF BANK
sErr R
900
lb
3
0 Loe-%\
'CS .
96
4
ps�l�►tiitllh' �
lJT' /C / T Y EASEMENT
�7R5 R/C
�f
r•S : •t
.•• • f.
M• NN
90o (� 920
,P,a , Vol 5 R/C
!rvo+�*RA' --- .666 - -
a ONE/SBT/CATVI
ff
aoa Q
-----(zz'niRr RD.
172-00,
LOCATIONS TO BE VERIFIED BY CONTRACTOR. SET BACKS SUBJECT,TO BLDG. DEPT. APPROVAL
ALL ADJOINING LOTS VACANT EXCEPT AS SHOWN.
THIS SURVEY MEETS MINIMUM TECHNICAL STANDAROS
AS SET FORTH BY FA.C. CHAPTER 2INH- 6
ELANDS
EMENT D/D'P HEREON WERE
WASIF REC�
BY THIS OFFICE
i�
W
i
SURVEYORS CERTIFh:ATE
I HEREBY CERTIFY rHAr THE PARCEL SHOWN HEREON IS A
rmE AND CORRECT REPRESENTATION OF A SURVEY, MADE UNDER
MY SUPERVISION AND DIRECTION AND THAT SAID SURVEY IS AOLUR-
ATE To THE BEST OF MY KNOWLEDGE AND BELIEF AND THAT THERE
ARE NO ABOVE GROUND ENCROACHMENTS EXCEPT A SH
NOT VALID, ML.ESS SEALED w ED
SURVEYO"SA�L��
✓OHN K. PU/LLEN
PROFESSIONAL LAND RYEYOR
STATE OF FLORIDA 3267
REVISIONS
JM No.:
87 _ /
9Y
DATE
DESLi/PT/ON
FIELD &XKs
/R -
/
SI fA7
ABBE No.:
4/
JOHN K. OUILLEN
LAND SURVEYOR, INC.
.SHE
OF:
DRAWN BY:
MD
CHECKED BY:
FORT ST. LUCIE, FLORIDA
(lOSI S,pS -44" , 879 -0477
DATE:
4 - 4 - 07
SCALE: ,� ,
1 s 4O
ST. LUCIE COUNTY FLOOD HAZARD NOTICE
COMMUNITY DEVELOPMENT DIRECTOR
ST. LUCIE COUNTY
BUILDING & ZONING DIVISION
2300 VIRGINIA AVENUE
FORT PIERCE, FLORIDA 33482-5652
PHONE: 466-1100 ext.344
BUILDING PERMIT NUMBER 43631
CONTRACTOR Tropical Homes Const. Inc.
OWNER Mr. & Mrs. William Cason
NOTICE
^I THIS NOTICE IS TO INFORM YOU THAT YOUR PROPERTY IS IN A FLOOD HAZARD
ZONE.
THIS MEANS THAT THE ELEVATION OF THE FLOOR MUST BE SET AT 17.'
FEET, NGVD (MEAN SEA LEVEL) ; OR 18" ABOVE THE CROWN OF THE ROAD, WHICHEVER
IS GRFATER.
YOU MUST SUBMIT OUR AFFIDAVIT COMPLETED BY A REGISTERED SURVEYOR, CERTIFYING
THE ABOVE FLOOR ELEVATION, WITHIN ZWENT`Y-M (21) CALENDAR DAYS FROM THE
TIME. THE SLAB IS INSPECTED. ANY WORK DONE WITHIN THE TWENTY-ONE (21) DAYS
PRIOR TO SUBMISSION OF THE CERTIFICATION SHALL BE AT THE PERMIT HOLDER'S
RISK.
THE DEVE40PMENT DIRECTOR SHALL REVIEW THE FLOOD ELEVATION SURVEY DATA
SUBMITTED. DEFICIENCIES DETECTED BY THE REVIEW SHALL BE CORRECTED BY THE
PERMIT HOLDER PRIOR TO FURTHER PROGRESSIVE WORK BEING PERMITTED TO PROCEED.
FAILURE TO SUBMIT THE CERTIFICATION OR FAILURE TO MAKE REQUIRED CORRECTIONS
SHALL BE CAUSE TO ISSUE A STOP -WORK ORDER FOR THE PROTECT.
SIGOATURE
�rivi �7
DATE
STATE OF FLORIDA
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
ONSITE_49WAGE DISPOSAL SYSTEM CONSTRdCT1ON AND INSTALLATION PERMIT
Authority: Chapter 381, FS
Chapter 10D-6, FAC
Applicant �i3Permit Number.
o �� zZ "
------------ P RT I - SYSTEM CONSTRUCTION S CIFICATIONS AND CONSTRUCTION APPROVAL -------------
Treatment Tank
Septic tank
aerobic uni gallons
Septic tank or
aerobic unit gallons
Graywater
tank gallons
Laundry i
waste tank gallons
Other Requirements:
Grease
interceptor gallons
. Dosing tank gallons
Minimum Draintrench
Size "
Square Feet
Square Feet
Square Feet
Square Feet
OR Minimum Absorption
Bed Size
- !T922 Square Feet
Square Feet
Square Feet
Square Feet
(a) Installation must be in accord with requirements of chapter "10D-6, FAC.
(b) A system construction permit is valid for a period of one calendar year from date of issue.
(c) Final installation inspection aryd approval is required, before the system is c v red.
(0) . Invert' of stub -out for �`jc+tr.2� to be L benchmark.
Invert of stub -out for to be benchmark..
ti Invert of stub -out for to be benchmark.:
Invert of stub -out for to be benchmark.
i
(e) Fill quality and quantity: A /� SLID s<& '
EXCAVATION MUST BE CHECKED
BY THIS DEPARTMENT
DRAINFIELD INSTALLATION.
(f) - Other:
IF AREA OF DR -AI `TTE 87E
SATURATION FROM ROOF DRAINAGE_
%7V t ILncu rK1.UK {U
FINAL APPROVAL.
System design and specifications by
by:
n
Public Health Unit
--.Title
J' Date 'O
Note: Completed copies of this form will be provided to the applicant, installer and the building department.
AUDIT CONTROL NO. 063079
HRS-H Form 4016, Feb 85 (Obsoletes previous editions which may not be used)
(Stock Number!5744-001-4016-0) - Page, 1. of
STATE OF FLORIDA 14,
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT=
Authority: Chapter 381,'FS
Chapter 1OD-6, FAC
'Date of Application 4/8/87 Permit Application Number 0-90 q- q
--------------------------------- PART I — APPLICATION ------------------------ =---
Name of Owner Cason Telephone Number ----
Mailing Address of Owner®�
Owner's Agent Dick Hardy Builder Same "
Agent's Mailing Address 3103 Oleander Ave. Ft. Pierce Telephone No. 878-3660
Property Street Address Palmetto
Lot No. 3&4 Block No. 22 Subdivision IRE Unit 5 Date Subdivided 5/56 y
NOTE: IF NOT IN A SUBDIVISION ATTACH A METES AND BOUNDS DESCRIPTION
This Application is for:. ' New System X Repair Existing System
Type of Sewage Flow Sewage Flow
Establishment (Gallons per day) Based On
Type of
Residential
single
Exact Directions to Property
TOTAL FLOW =
No. Bedrooms
(each dwelling unit)
Heated or Cooled Area No. Dwelling Sewage Flow
(each dwelling unit) Units (Gallons per day)
ft2 one
ft2
AUDIT CONTROL NO. 73 2 2 Applicant's Signature � �'�� �� �i-��-�}}f�
- V
HRS-H Form 4015, Feb 85 (Obsoletes previous editions which ay not be used)
(Stock Number: 5744-001-4015-1) Page 1 of 3
- - -T
STATEOF FLORIDA
DEPARTMENT OF HEALTH AND REHABILITATIVE SERVICES
a®, APPLICATION FOR ONSITE SEWAGE DISPOSAL SYSTEM CONSTRUCTION PERMIT
Dick Hardy/Cason ��, " 4
Applicant Permit Application Number.
PART Ill - SITE EVALUATION INFORMATION------------ ------ -- --- ----------------------
1. Lot size appears to be as indicated on site plan: Yes—X- No
2. Anticipated sewage flow from Part I L��o GPD Authorized sewage flow GPD
3. Benchmark location Centerline of Road
4. Existing elevation (at time of site evaluation) of the proposed system site in relation to the benchmark
is 6 inches above./below the benchmark.
5. Proposed system distance to: Surface water 75'+ feet feet feet; Private potable
wells 75 °+ feet feet feet; Community public wells 200 feet feet;
Other public wells 100 feet feet; Non -potable wells 75 rt'eet feet;
6. Unobstructed area available for system installation q0 0 ft2 ft2 ft2
7. Is lot subject to frequent flooding? Yes No X , 10 year -flood? Yes No X
If subject to a 10 year flood indicate: (a) the 1.0 year flood elevation in the area feet MSL
(b) property elevation at proposed system location
SOIL PROFILE -SAMPLE SITF i
COLOR
TEXTURE
DEPTH
Gray
Sand
0" to __60_,,
Blk
Bard
Pan
__6Q" to -7—?"
„ to
" to
„ to
„ to
feet MSL.
SOIL PROFILE- SAMPLE SITE 2
COLOR
TEXTURE
DEPTH
0" to
" to "
., to
" to "
" to
„ to
USDA Soil Series Name (if Known) USDA Soil Series Name (if Known)
USDA Soil texture classification on which drainfield size should be based
Water table at time of evaluation
48 inches below/above existing grade
Type water table:
Perched --<- Apparent
Are vegetative species indicative
of high water table? Yes No >-
Other findings:
Date of Site Evaluation 4/4/87
Estimated wet season water table 21�Anches
below/above existing grade
Is mottling found in the soil? Yes ' No
At what depth? Inches Inches
For property with contiguous ditches:
Depth of ditches inches inches
Depth of water in ditches inches inches
Evaluator's Signatu
HRS—H Form 4015, Feb 85 (Obsoletes previous editions which may not be used) Page 3 of 3
(Stock Number. 5744.003-4015-1) 9
SUMMERI T MULTIPLIERS
9B SUMMER OVERHANG FACTORS (SOF) For single and double pane glass.
CLIMATE ZONES 4 5 6
OVERHANG RATIO
.18-
.26
0.27-
0.35
0.36-
0.46
0.47-
0.57
0.58-
0.70
0.71-
0.83
0.84-
1.18
1.19-
1.72
1.73-
2.73
2.74-
5.66
5.67-
U
.91
"1.0
.87
.83
.79
.75
.72
.69
.62
.56
.50
.44
.91
.85
.79
.72
.68
.63
.58
.50
.40
.36
.30
.90
.85
.81
.77
.78
.67
.70
.62
.57
.64
.55
.58
.49
.52
.42
.33
.26
.20
.42
.33
.27
.22
1987
.50
.45
.39
.32
.28 1
.25
.22��J
OVERHANG RATIO = L/H
9C WALL SUMMER POINT MULTIPLIERS (SPM)
FRAME
- 10.9 2.3 g
V
- 12.9
1.9
3 -
18.9
1.7
.7
5 -
- 25.9
1.0
.6
3
7 -
&U
6
2
11
19-
9D DOOR SUMMER POINT MULTIPLIERS (SPM)
DOOR TYPE EXT ADJ
WOOD 91
2.9
INSULATED 9.9
3.2
9G INFILTRATION SUMMER POINT MULTIPLIERS
INFILTRATION PRACTICE
(See Table 9P) SPM
PRACTICE & y
PRACTICE 2 13.8
PRACTICE # 3 10.9 7.6
. L H L T
d ni, H
I1
9E CEILING SUMMER POINT MULTIPLIERS (SPM)
9F FLOOR SUMMER POINT MULTIPLIERS (SPM)
i
1_0
_6
.4
LOG
SLAB -ON -GRADE
EDGE INSULATION
RAISED
CONCRETE
RAISED WOOD
(See 903.2(e))
R-VALUE
SPM
R-VALUE
SPM
R-VALUE
SPM
0 - 2.9
- 31.9
0 - 2.9
-1.0
0 - 6.9
- .7
3 - 4.9
- 31.8
3 - 4.9
- 1.7
7 - 10.9
- .8
5-6.9
-31i..3
5-6.9
-13
11-18.9
- .8
7&U
-31.6
7&U
-1.7
19
9H DUCT MULTIPLIERS (DM)
R-VALUE
--
With Return
Air Duct
W/O Return
Air Duct
- 4.2 - 4.9
1.14
1.10
5.0 - 6.6
1.12
1.08
6.7 & Up
1.09
1.06
DUCTS IN CONDITIONED SPACE
1.00
1.00
-3-
91 HEATING SYSTEM MULTIPLIERS (HSM)
CI [AAATF 7nRIFC A Z; A
SYSTEM TYPE
HEATING SYSTEM MULTIPLIERS
Heat Pump
COP
2.5-2.69
2.7-2.89
2.9-3.09
3.1-3.29
3.3-3.49
1 3.5-3.69
3.7-U
HSM
.54
.50
.47
.44
1 .41
.39
.37
Electric Stri
HSM
1.0
Gas & Other Fuels
HSM
1.0 See Table 9J for Credit Multipliers)
PTHP & Room Units
HSM
HSM for COP 2.2 - 2.49 = .63. See above for COP 2.49,
Minimums: Central Units 2.5 COP. PTHP & Room Units 2.2 COP.
COP means Coefficient of Performance.
9J HEATING CREDIT MULTIPLIERS (HCM)
SYSTEM TYPE
HEATING SYSTEM MULTIPLIERS
Multizone
HCM
.90
Natural Gas
AFUE
.60 - .64
.65 - .69
.70 - .74
.75 - .79
.80 .84
.85 .89
.90 - U
HCM
.44
.41
.38
.35
33
31
.30
Other Fuels
HCM
.69
1 .63
.59
.55
.51
.48
.46
Where more than one credit is claimed, multiply HCM's together. Enter product on page 4.
AFUE means Annual Fuel Utilization Efficiency.
9K COOLING SYSTEM MULTIPLIERS (CSMI
SYSTEM TYPE
COOLING
SYSTEM MULTIPLIERS
Central Units
SEER
7.8-
7.9
8.0-
8.4
8.5-
8.9
:1
9.4
9.5-
9.9
10.0
10.4
10.5
10.9
11.0-
11.4
11.5
11.9
12.0-
& U
CSM
44
.43
.40
.38
.36
.34
.32
.31
.30
.28
PTAC & Room Unit
CSM
CSM for EER 7.5 - 7.7 = .46. For EER's>7.7 use multipliers above.
Minimums: Central Units 7.8 SEER. Room Units 7.5 EER. PTAC under 13,000 BTU/H 7.5 EER, and over 13,000 BTU/H 7.0 EER.
SEER means Seasonal Energy Efficiency Ratio. EER means Energy Efficiency Ratio.
9L COOLING CREDIT MULTIPLIERS (CCM)
SYSTEM TYPE
-Ee,l,nq
COOLING CREDIT MULTIPLIERS
Fans
CCM
.86
Multizone
CCM
.90
Cross Ventilation or Whole House Fan Credit for onlv one
CCM
.95
Where more than one credit is claimed, multiply CCM's together. Enter product on page 2.
9M HOT WATER MULTIPLIERS (HWM)
SYSTEM TYPE
HOT WATER
MULTIPLIERS
Electric
EF
.80 - .81
.82 - .83
.84 - .85
.86 - .87
.88 - .90
.91 - .93
.94 - .96
.97 & UP
Resistance
HWM
3879
3785
3695
3609
3527
3411
3302
3200
Natural Gas
EF
.48 - .49
.50 - .51
.52 - .53
.54 - .55
.56 - .57
.58 - .59
.60 - .61
.62 & U
HWM
1722
1653
1589
1530
1476
1425
1377
1333
Other Fuels
HWM
2662
2556
2458
2367
2282
2203
2130
2061
Water heaters must comply -with prescriptive means of Table 9A. EF means Energy Factor.
9N HOT WATER CREDIT MULTIPLIERS (HWCM)
SYSTEM TYPE
HOT WATER CREDIT
MULTIPLIERS
Solar Water Heater
SF
1
2
.3
.4 .5
.6 .7
.8
.9
1.0
HWCM
9
18
7
6 .5
.4 .3
.2
.1
.0
Heat Recovery Unit
With
Air -conditioner
Heat Rum
HWCM
.62
.58
Dedicated Heat Pump
EF
2.0-2.49 2.5-2.99
3.0-3.49 3.5 & U
HWCM
.44 .35
.29 .25
A HWM must be used in conjunction with a�HWCM. See Table 9M.
SF means Solar Fraction. EF meaFactor.
9P INFILTRATION REDUCTION PRACTICE rOMPI IANCF r WF(-.K1 MT ac®® Qa t;. om wfii
COMPONENTS
REQUIREMENTS FOR EACH PRACTICE
CHECK
PRACTICE #1
COMPLY WITH ALL INFILTRATION PRESCRIPTIVES ON TABLE 9A.
PRACTICE #2
COMPLY WITH PRACTICE 1 AND THE FOLLOWING:
Exterior Walls and Rms
Too plate oenetrations sealed. Infiltration barrier installed. Sole plateftor ioint caulked or sealed.
Exterior Walls & Ceilings
Penetrations moints and cracks on interior surface caulked sealed or gasketed.
Ductwork
Ductwork in unconditioned space must be sealed.
Fireplaces
E ui ed with outside combustion air, doors and flue dampers.
Exhaust Fans
Eauiooed with dampers. Combustion devices see 903.2 .
PRACTICE #3
COMPLY WITH PRACTICES #1 AND #2 AND THE FOLLOWING:
Ceilings
Infiltration barrier installed.
Interior Walls
Top plate Penetrations sealed or ioints & cracks on interior walls caulked sealed or gasketed.
Recessed Lights
Sealed from conditioned space & insulated from ventilated attics aces.
Ductwork
All ductwork located in conditioned space.
Combustion Appliances
Be in unconditioned space (except direct vent), draw air from unconditioned space, exhaust
by-products to outside. Stoves see 903.2(f).
-6-
FLORIDA ENERG , EFFICIENCY CODE
FOR BUILDING:CONSTRUCTION
SECTION 9 - RESIDENTIAL POINT SYSTEM METHOD CLIMATE ZONES
FORM 900-A-86 DEPARTMENT OF COMMUNITY AFFAIRS CENTRAL 4 5 6 a
This form may be used to demonstrate compliance with the Energy Code for new single-family detached or multifamily attached dwellings under Section 9. An alternative
to this method for single-family detached dwellings, and multifamily attached dwellings of three stories or less, is provided in Section 10. Multifamily attached dwellings greater
than three stories must comply under Section 9 or 5. Additions to existing residential buildings must comply under Section 9 or 10. Additional information may be obtained
from your local building department or the Department of Community Affairs, Energy Code Program, 2571 Executive Center Circle East, Tallahassee, Florida 32301-8244.
PROJECT NAME
PERMITTING OFFICE:
AND ADDRESS:
CIRCLE CLIMATE ZONE 4 5 6
BUILDER:
TROPICAL HOMIER
PERMIT NO.:
OWNER: MR, & MRS. CASON
JURISDICTION NO.: C� I
DETACHED
u' NEW ❑ ADD.
ATTACHED
CHECK IF WORST ❑ IF MULTIFAMILY,
CASE CALCULATION: NUMBER OF UNITS:
FM
AREA AND TYPE
CLEAR
TINT,FILM,SOLAR SCREEN
CONDITIONED
FLOOR AREA
CEILING INSULATION
SGL
SGL
UNDER ATTIC
SGL.ASSEMBLY11
u NEW ADD.
7
$
RR
=
❑.
R -
�•�
DBL
�
DBL
NET WALL AREA AND INSULATION
CBS
R-
FRAME
I R=
STEEL STUD
R=
LOG
R-
1
0
2
8
W•9
1
8
4
i_�]
❑
FTTT-F]
❑
DUCTS
COOLING SYSTEM
HEATING SYSTEM
HOT WATER SYSTEM
IN UNCOND.
SPACE
X❑ CENTRAL ❑ NONE
❑ ELECTRIC STRIP ® HEAT PUMP
® ELECTRIC
❑ SOLAR
R=
1 ROOM
❑ NATURAL GAS ❑ ROOM/PTHP
❑ NATURALGAS
❑ HEAT RECOVERY
IN COND.
❑ PTAC
❑ OTHER FUELS ❑ NONE
❑ OTHER FUELS
❑ DED. HEAT PUMP
SPACE
R
❑.�
[12
EF =
SF/EF = ❑ .m
SEER/EER =
COP/AFUE = .[L
❑
❑•❑
NUMBER OF BEDROOMS
=
INFILTRATION
PRACTICE USED 16 Q� x 100 = g 4 •
❑ #1 ® #2 ❑ #3 TOTAL AS -BUILT POINTS TOTAL BASE POINTS CALCULATED E.P.I
CALCULATED ENERGY PERFORMANCE INDEX MUST NOT EXCEED 100 POINTS.
In accordance with Section 553.907 F.S., I hereby certify that the plans Review of the plans and specifications covered by this calculation indicates
and specifications covered by this calculation are in compliance with the compliance with the Florida Energy Code. Before construction is completed, this
Florida Energy Code. building will be inspected for compliance in accordance with Section 553.908 F.S.
OWNER/AGENT: BUILDING OFFICIAL:
DATE: DATE:
9A PRESCRIPTIVE MEASURES Must be met or exceeded by all residences.
COMPONENTS
SECTION
REQUIREMENTS
CHECK
WINDOWS
904.1
MAXIMUM OF 0.5 CFM PER LINEAR FOOT OF OPERABLE SASH CRACK.
EXTERIOR &
ADJACENT DOORS
904.1
MAXIMUM OF 0.5 CFM PER SO. FT. OF DOOR AREA. INCLUDES SLIDING GLASS DOORS, SOLID CORE,
WOOD PAN INSULATED, OR GLASS DOORS ONLY,
EXT. JOINTS &
CRACKS
904.1
TO BE CAULKED, GASKETED, WEATHERSTRIPPED OR OTHERWISE SEALED.
WATER HEATERS
904.2
MUST BEAR LABEL INDICATING COMPLIANCE WITH ASHRAE STANDARD 90 OR COMPLY WITH EFFICIENCY AND
STANDBY LOSS REQUIREMENTS, SWITCH OR CLEARLY MARKED CIRCUIT BREAKER (ELECTRIC), OR CUT-OFF
GAS MUST BE PROVIDED. AN EXTERNAL OR BUILT-IN HEAT TRAP MUST BE PROVIDED.
SWIMMING POOLS
& SPAS
904.3
SPAS & HEATED POOLS MUST HAVE COVERS (EXCEPT SOLAR HEATED). NON-COMMERCIAL POOLS MUST
HAVE A PUMP TIMER. GAS SPA & POOL HEATERS MUST HAVE MINIMUM THERMAL EFFICIENCY OF 75%.
HOT WATER
PIPES
904.4
INSULATION IS REQUIRED ONLY FOR RECIRCULATING SYSTEMS. IN SUCH CASES, PIPING HEAT LOSS SHALL
BE LIMITED TO 17.5 BTU/H/LINEAR FOOT OF PIPE.
l
SHOWER HEADS
904.5
WATER FLOW MUST BE RESTRICTED TO NO MORE THAN 3 GALLONS PER MINUTE AT 20 TO 80 PSIG.
HVAC DUCT
CONSTRUCTION
TION
903.2
904.6
CONSTRUCTED IN ACCORDANCE WITH INDUSTRY STANDARDS & LOCAL MECHANICAL CODES. DUCTS IN
UNCONDITIONED SPACE MUST BE INSULATED TO MINIMUM R- 4.2 & JOINTS MUST B SEALED.
l
VAC
HCONTS
ROL
904.7
SEPARATE READILY ACCESSIBLE MANUAL OR AUTOMATIC THERMOSTAT FOR EACH SYSTEM.
CEILING INSUL.
904.9 1
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STEP 11 WINDOWS A110 OTHER CLASS AREAS (Include skylights, sliding glass
in doors which exceed one-third the door area•1
r'e c nr�
doors and all windows
WALL
ORIEIITA-
GLASS
OVEPHAHG OVERHANG
OVERHANG
WIDTH X
HEIGHT + GLASS
AR%1
SUBTOTALS
TYPE
TION
TYPE
LEIIIGTH ; HEIGHT
•1 RATIO
(Rough
O nin ) AREA
FRONT
WEST
(4)
25
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5:5
f '
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.;0
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64.8
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11.6
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1.78
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9.0
FRONT
WEST
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6.5'
LEFT
NORTH
1/2#35
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1
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1.13
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1 2#35
3'
5.5
�.S�r
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.54
34.8
REAR
EAST
# 34
10'
4.5`.33
-4.06
18.7___
REAR
EAST
1/2#3
3'
`
5.5
1� 57
.70
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REAR
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12 S
12'
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( 1.71
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3'
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j c:,,;
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bESCRIPfjIOH R•VALUE "";;, f i11t,ARE11
TOTAL
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1,
1
1N
�,, •.
CLASS AREA
TYPE At
:�
R
1 ' sQ•.�t•
TYPE BI
'R -
sq�, fto,
TYPE Co
IR ..__..,
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