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HomeMy WebLinkAboutSUBMITTED PAPERWORKDepartment of Community
Affairs , SN: 5050
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING,
CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A CENTRAL
PROJECT NAME: ;BUILDER:
ANDjADDRESS: LONSOME PINE TRL PERMITTING
!C:LIMATE
FT PIERCE :OFFICE: SLC:
!ZONE: 411 511 611
OWNER: FOX !PERMIT NO.
!JURISDICTION NO.661000
GI I
CK
1. New construct&n or addition
1. New Construction
2. Single family detached or Multifamily attached
2. Single -Family
3. If Multifamily -No. of units
3. 0
4. If Multifamily, is this a worst. case (yes/no)
�1'
4. l�
5. Conditioned floor area (sq. ft•.)
-_--
5. 4111.00 _ _
�
6. Predominant eave overhung (ft.)
6. 3.00 6905
�
7. Porch overhang length (ft.)
__--
7. 6.50
S. Glass area and type:
Single Pare Double Pane
a. Clear- Glass
Ga. 0.0sgft 0.00sgft.
b. Tint, film or solar- screen
8b.420.1sgft 0.00sgft.
9. Floor.t.ype and insulation:
---_
a. Slab on grade (R-value, perimeter-)
9a.R= 0.00 , 354.00 ft.
10.Net. Wall type area and insulation:
a. Exterior: 1. Concrete (Insulat.ion R-value)
10a-1 R= 5.40, 2611.00sgft.....
b. Adjacent.: 2. Wood frame (Insulat.ion R-value)
10b-2 R=11.00, 203.00sgft.----
11.C:eiling type area and insulation:
a. Under- attic (Insulation R-value)
ila.R.=19.00 , 4371.00sgft.....
12.Air- distribution systems
a. Ducts (Insulat.ion + Location)
12a. R= 6.00 , uncond
13.Cooling system
13. Type: Central A/C
SEER: 12.20
13.Cooling system
13. Type: Central A/C
�CANN�
SEER: 12.20
14.Heat•ing System:
14. Type: Strip Heat
i BY
_
COP: 1.00
14.Heating System: Stakuelelg®untv
14. Type: Strip Heat. ----
COP: 1.00 -_-__-_-
15.Hot water system:
15. Type. Electric
EF: 0.94
16.Hot. Water Credits: (HR-Heat. Recovery,
16. -_--_-_
DHP-Dedicated Heat. Pump)
-
17.Infiltrat.ion practice: 1, 2 or 3
17. 2
18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent.,
ld. MZ
HF-Whole house fan, RB-Attic radiant.
barrier, MZ-Multi one)
19.EPI (must not exceed 100 points)
19. 93.76 -_-_-_-_
a. Total As -Built. points
19a. 68711.24
b. Total Base points
19b. 73281.33
----------------------------------------
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy Code.
PREPARED BY: Zj) _____
-............
-
DAT9:Ph
I hereby certify that this building is
in compliance with the Florida Energy
Cody_.
---------------------------------------
Revlew of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy
Code. Before construction is completed
this building will be inspected for
compliance in accordance with Section
553.908 F.S.
OWNER/AGENT:
-----------------------==
f}ATC.
BUILDING•OFFICIAL:
--------------------
i1ATC.. t
Department' of Community Affairs
IFLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 60OA-93 Residential Whole Building Performance Method A
PROJECT NAME: ;BUILDER:
SN: 3051r
AND ADDRESS: LONSOME PINE TRL ;PERMITTING ;CLIMATE
FT PIERCE ;OFFIC:E: SLC: ;ZONE: 411 511
OWNER: FOX ;PERMIT NO. ;JURISDICTION NO
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. rase (yes/no)
5. Conditioned floor area (sq.ft..)
6. Predominant eave overhang (ft.)
7. Porch overhang length (ft. )
S. 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)
10.Net Wall type area and insulation:
a. Exterior: 1. Concrete (Insulat.ion R-value)
b. Adjacent: 2. Wood frame (Insulation R-value)
11.Ceiling type area and insulation:
a. Under- attic (Insulat.ion R--value)
12.Air distribution systems
a. Ducts (Insulation + Location)
13.Cooling system
13.Cooling system
14.Heating System:
14.Heat.ing System:
15.Hot water- system:
16.Hot. Water Credits: (HR-Heat Recovery,
1. New Construction
2. Single -Family
CENTRAL
6 "
661000
CK
3. 0
4.
5. 4111.00
____
6. 3.00
7. 6.50
--_-_-_
Single Pane
Double Pane
8a. 0.0sgft
0.00sgft
Sb.420.isgft
0.00sgft. ----
9a.R= 0.00 , 354.00 ft.
10a-1 R= 5.40, 2611.00sgft
10b-2 R=11.00, 203.00sgft.____
11a.R=19.00 , 4371.00sgft
12a. R= 6.00 , uncond
13. Type: Central A/C -_-__--
SEER: 12.20
13. Type: Central A/C _-_-_-
SEER: 12.20
14. Type: Strip Heat
COP: 1.00 _-_--_-
14. Type: Strip Heat
COP: 1.00
15. Type: Electric
EF: 0.94
16. ----
DHP-Dedicated Heat. Pump)
17.Infilt.rat.ion practice: 1, 2 or 3 17. 2
18.HVAC Credits (CF-Ceiling Fan, CV -Cross vent., 18. MZ
HF-Whole house fan, RB-Attic radiant.
barrier, M2-Multizone)
19.EPI (must not. exceed 100 points) 19. 93.76
a. Total As -Built. points 19a. 68711.24
b. Total Base paints 19b. 73281.33
-------------------------------------------------------------------------------
---------------------------------------
I Hereby certify that the plans and
specifications covered by this calcu-
lation are incompliance with the
Florida Energy ode.
PREPARED B _
" - -- ---------------
DATEa / L [}
I hereby certify that this building is
in compliance with the Florida Energy
Code.'
---------------------------------------
Review of the plans and specifications
covered by this calculation indicates
compliance with the Florida Energy
Code. Before construction is completed
this building will be inspected for
compliance in accordance with Section
553.908 F.S.
OWNER/AGENT:
n ATC.
BUILDING OFFICIAL:
Kn11_
'
."
SUMMER CALCULATIONS
,
BASE
|
AS -BUILT
GLASS -`~^--~~~~--~~~~
|
ORIEN AREA x`BSPM =
-�..-^---~^^--`^--------.~.-.-~~~~~~~~-~^-------------.~~-.--------`-.--~~.~...
POINTS
|
TYPE SC
URIEN
AREA
x SPM x
SOF
POINTS
N � 27.70 8 ` _~L2276.9
|
SGL
TINT
N
17"0
51,5
,50
437.9
|
SGL
TINT
N
10"7
51.5
"69
380.2
NE 74"20 82"2'
6099^2
|
SGL
TINT
NE
5.0
76^6
"58
222"1
|
SGL
TINT
NE
23,4
76"6
~90
1607"2
|
SGL
TINT
NE
23"4
76.6
"94
1687"0
|
SGL
TINT
NE
11°2
76"6
.90
769"3
|
SGL
TINT
NE
11"2
76"6
"95
813"5
E 49.00 82.2
4027^8
|
SGL
TINT
E
11"2
107.1
"90
1084^9
|
SGL
TINT
E
26"6
107"1
.56
1599"7
|
SGL
TINT
E
11.2
107^1
"96
1147"8
SE 72^60 82"2
5967"7
|
SGL
TINT
SE
36,6
110"3
.47
1891"2
|
SGL
TINT
SE
24^0
118"3
.56
1494"7
|
SGL
TINT
SE
12"0
110"3
^56
747^4
S 42"40 82"2
3485"3
|
SGL
TINT
S
20^0
98.3
,53
1046"7
|
SGL
TINT
S
11"2
98.3
,85
933^4
|
SGL
TINT
S
11,2
98.3
"92
1015"5
SW 62"80 82"2
5162.2
|
SGL
TINT
SW
23"4
110.3
"88
2211"3
|
SGL
TINT
SW
23"4
110^3
,93
2403"9
|
SGL
TINT
SW
16"0
110"3
"50
878"7
W 63.40 82"2
5211.5
|
SGL
TINT
W
7.0
107"1
"52
389.8
|
SGL
TINT
W
17.0
107"1
"70
1270,6
|
SGL
TINT
W
17"0
107^1
"26
473"4
|
SGL
TINT
W
11"2
107.1
.90
1084^9
|
SGL
TINT
W
11"2
107"1
,96
1147"8
NW 28"00 82°2
2301.6
|
SGL
TINT
NW
17^0
76"6
"39
504"2
---------~----------------~-----~----~-^----------------------~-~~-^-----------
|
SGL
TINT
NW
11"0
76"6
^36
303"3
"15 x COND. FLOOR / TOTAL GLASS
=
ADJ. x
GLASS
ADJ GLASS
|
GLASS
AREA
-----------------------------------------------------
AREA
FACTOR
POINTS
POINTS
A____________~^~~~^_______
|
POINTS
^15 4,111"00
420"10
1"468
34,53202
50`688"63
1 27,606"43
NON GLASS~~------~-~~
|
AREA x BSPM =
POINTS
|
TYPE
R-VALUE
AREA
SPM
= POINTS
-----,,---------_-,-----------_,---^---_---,_-^----------------_--,--^---------
WALLS-~^------~~~~^^-
|
Ext 2611"0 1.0
2611^0
|
Ext
NormWtBlock In
5,4
2611"0
"96
2506"6
Adj 203.0 "7
142.1
|
Adj
Wood Frame
11"0
203.0
"70
142.1
|
`
DOORS -^-^------~~~~-^
|
Ext 93^0 4"8
446"4
|
Ext
Insulated
93"0
4"90
446,4
Adj 18.0 1"6
28"8
|
Adj
Wood
18.0
2"40
43.2
|
CEILINGS ~----~~^~~-^-
|
UA ^4111"0 .6
2466"6
|
Under Attic
19.0
2106.0
1"10
2316^6
|
Under Attic
19"0
2265,0
1,10
2491^5
FL(]6RS~~^-^----~~^^^^
|
|
Slb 354,0 ~31^8 -11257"2
|
Slab -on -Grade
"0
354^0 ^31"90
-11292"6
INFILTRATION---~~~~~-
|
|
4111^0 10"9 44809"9
1
Practice 402
4111"0
10"90
44809"9
TOTAL SUMMER POINTS
|
TOTAL >: SYSTEM = COOLING 1 TOTAL. x CAP x DUCT x SYSTEM X CREDIT = COOLINCG
SUM PTS MULT POINTS 1 COMPON RATIO MULT MALT MULT POINTS
------------•------------------------ ----,--------------------------------------
S9,93F,.23 .37 33,276.41 1 69,070.09 1.00 1.100 .276 .950 19,921.20
i
WINTER CALCULATIONS
:#::i::i::{::i: g::i::{::+: �f::l::f::{::#: 9::#::I::i: S::+::;::4: N::t::+::f::i::f::{::+::+::{::{:.y::}::t::l::}•.:}::{::f::#::#::{::{::}::f::I::f::4::f: 8::{::{::{::f::{::#::g:}::f::{::}::¢::+::+::+::{::{::1::{::+::f::a::#: �::#::}::i:
BASE ___ __= AS -BUILT
GLASS---------------- 1
ORIEN AREA x HWPM = POINTS 1 TYPE SC: ORIEN AREA x WPM ; WOF = POINTS
-------------------------------------------------------------------------------
N
27.70 -3.4 -t
-94.2
1
SGL
TINT
N
17.0
9.6
1.34
218.7
SGL
TINT
N
10.7
9.6
1.20
123.3
NE
74.20 -3.4
-252.3
1
SGL
TINT
NE
5.0
7.3
1.39
50.7
1
SGL
TINT
NE
23.4
7.3
1.11
189.8
1
SGL
TINT
NE
23.4
7.3
1.07
182.5
1
SGL
TINT
NE
11.2
7.3
1.11
90.8
1
SGL
TINT
NE
11.2
7.3
1.06
86.7
E
49.00 -3.4
-166.6
1
SGL
TINT
E
11.2
-2.0
.49
-10.9
1
SGL
TINT
E
26.6
-2.0
-1.65
87.7
1
SGL
TINT
E
11.2
-2.0
.75
-16.8
SE
72.60 -3.4
-246.8
1
SGL
TINT
SE
36.6
-9.7
.17
-59.5
1
SGL
TINT
SE
24.0
-9.7
.42
-98.1
1
SGL
TINT
SE
12.0
-9.7
.42
-49.0
S
42.40 -3.4
-144.2
1
SGL
TINT
S
20.0
-10.2
.44
-90.4
1
SGL
TINT
S
11.2
-10.2
.90
-102.8
1
SGL
TINT
S
11.2
-10.2
.96
-109.3
SW
E•2.80 -3.4
-213.5
1
SGL
TINT
SW
23.4
-9.7
.88
-199.2
1
SGL
TINT
SW
23.4
-9.7
.93
-211.4
1
SGL
TINT
SW
16.0
-9.7
.24
-37.6
W
63.40 -3.4
-215.6
1
SGL
TINT
W
7.0
-2.0
-2.03
28.4
1
SGL
TINT
W
17.0
-2.0
-.66
22.6
1
SGL
TINT
W
17.0
-2.0
-5.04
171.4
1
SGL
TINT
W
11.2
-2.0
.49
-10.9
1
SGL
TINT
W
11.2
-2.0
.75
-16.8
NW
28.00 -3.4
-95.2
1
SGL
TINT
NW
17.0
7.3
1.62
200.5
-------------------------------------------------------------------------------
1
SGL
TINT
NW
11.0
7.3
1.67
134.1
.15
x COND. FLOOR / TOTAL
GLASS
=
ADJ. x
GLASS
=
APJ GLASS
1
GLASS
-------------------------------------------------------------------------------
AREA
AREA
FACTOR
POINTS
POINTS
1
POINTS
.15
4,111.00
420.10
1.468
-1,4 8.34
-2,096.61
1
574.41
-------------------------------------------------------------------------------
NON
GLASS------------
1
-------------------------------------------------------------------------------
AREA x BWPM =
POINTS
1
TYPE
R-VALUE
AREA x
WPM
= POINTS
WALLS----------------
1
Ext
2611.0 1.1
2872.1
1
Ext.
NormWtHlock In
5.4
2611.0
2.78
7258.6
Adj
203.0 1.8
365.4
1
Adj
Wood Frame
11.0
203.0
1.80
365.4
DOORS----------------
1
Ext•
93.0 5.1
474.3
1
Ext.
Insulated
93.0
5.10
474.3
Adj
18.0 4.0
72.0
1
Adj
Wood
18.0
5.90
106.2
CEILINGS-------------
1
1
UA
' 4111.0 .6
2466.6
1
Under- Attic
19.0
2106.0
1.00
2106.0
1
Under-
Attic
19.0
2265.0
1.00
2265.0
FLOORS---------------
1
1
Slb
354.0 -1.9
-672.6
1
Slab -on -Grade
.0
354.0
2.50
885.0
INFILTRATION---------
1
4111.0 4.1
16855.1
1
Pract,ice 42
4111.0
4.10
16855.1
TOTAL WINTER POINTS
1
TOTAL :> SYSTEM = HEATING 1 TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MOLT POINTS 1 COMPON RATSO MOLT MULT MULT POINTS
---------------------------------------- 7--------------------------------------
20, 336. 29 1.10 22, 369. 92 1 30, 809. 99 1.00 1.100 1.000 .950 32,i '2SO. 04
L
WATER HEATING
4: q: -I:
BASE AS -BUILT
NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x. CREDIT = TOTAL
BEDRMS RATIO MULT
--------------------------------------------------------------------------------
1
5 3527.0----1-7,635.00 I 40 .94 1.000 3302.0 1.00 16,510.00
SUMMARY
BASE AS -BUILT
COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS 1 POINTS POINTS + POINTS = POINTS
-------------------------------------------------------------------------------
33276.4 22369.9 17635.0 73,281.33 1 19921.2 32280.0 1650.0 68,711.24
* * * * *. * 4: *. * * J: * ;J: :1.. -.1: :f. :f:
": EPI = 93.76
3: 1
ENERGY gUIDE
For detailed information
of the EPI rating number
r for any ITEM listed,
ask your Builder- for EPI= 93.2
DCA"Form 60OA-93
or Form 60OD-93
0 10 20 30 40 50 60 70 30 90 10O
-------------------------------------X---i
The maximum allowable EPI is 100. The lower- the EPI the more efficient the Home
RESIT>ENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency High Efficiency
SINGL CLR DBL TINT
WINDOWS ..................... Single Tint. I ------ x--------------I
INSULATION ..................
Ceiling R-Value......... 19.0
Wall R-Value......... 5.4
Floor R-Value......... 0.0
AIR CONDITIONER .............
SEER ...................... 12.2
HEATING SYSTEM ..............
Electric COP .............. 1.0
WATER HEATER ................
Electric EF.............. 0.94
Gas EF.............. 0.00
Solar EF..............
OTHER. FEATURES ..............
R-10 R-30
I--------- }----------- 1
R-0 R-7
I--------------- X ----- I
R-O R-19
!X--------------------I
10.0 SEER 17.0
---- X--------------I
2.50 COP 4.19
ix--------------------i
0.88 0.96
i--------------- X ----- 1
0.54 0.90
�--------------------- 1
0.40 0.80
I---------------------
I. certify that these energy saving features required for the Florida
Energy Code Have been installed in this house.
Builder
Address: -------------Signature; Date:
C: i t.y / 2 i p-----------------------
Florida Energy Code for Building Construction - 1193
Florida Department of Community Affairs
FL-EPL CARD93
Z SI
�T .-
STATE OF FLORIDA :--I
DEPARTMENT OF HEALTH -AND HER"
ONSITE .SEWAGE DISPOSAL SYSTEM
CONSTRUCTION PERMIT'. --
.Authority: Chapter 351,, PS &
CONSTRUCTION PERMIT FOR: -
[`�.] New System [. J Existing -System .,[ ]. Holding
[ ] Repair '[ ] Abandonment - [ ] Other(S,
A
APPLICANT:
PROPERTY
LOT:
SUBDIVISION:
PERMIT # , o 6 7 U
E SERVICES DATE'PAID /l^30_91
FEE. PAID $ 7.0-0
RE�C�EInP'T' # V0670
IOD-6, PAC J d�
dank [ ] Temporary/Experimental
AGENT:
W
S
ly
U
cot cc
O'
NJ
O
PROPERTY ID �/: 23•� +� G [SECTION/TOWNSHIP/RANGE/PARCEL NUMBER]
[OR TAX ID NUMBER] u
SYSTEM MUST -BE CONSTRUCTED IN ACCORDANCE -WITH SPECIFICATIONS,,AND STANDARDS OF CHAPTER-lOD-6., FAC
REPAIR PERMITS AND HOLDING TANK PERMITS EXPIRE 90 DAYS FROM THE DATE OF ISSUE. ALLOTHER PERMITS
EXPIRE ONE YEAR FROM THE DATE. OF ISSUE. HRS APPROVAL OF SYSTEM DOES NOT GUARANTEE SATISFACTORY
PERFORMANCE FOR ANY SPECIFIC PERIOD OF TIME. ANY CHANGE IN MATERIAL FACTS WHICH SERVED AS A
BASIS FOR ISSUANCE OF THIS PERMIT, REQUIRE --THE APPLICANT TO MODIFY THE PERMIT APPLICATION. `SUCH
MODIFICATIONS MAY RESULT IN THIS PERMIT BEING MADE NULL AND -VOID.
SYSTEM DESIGN AND SPECIFICATIONS HL:L-ubluu'UUI11R"
T ,3 GALLONS.. v`PD] SEPTIC TAN ROBIC UNIT CAPACITY MULTI -CHAMBE /iIN .SERIES: [(f}
A ( [ ONS / GPD] CAPACITY MULTI=CHAMBERED/IN SERIES:[ ]
N 3� ] GALLONS GREASE INTERCEPTOR CAPACITY [MAXIMUM CAPACITY SINGLE 'TANK: 1250 GALLONS]
K [� GALLONS PER DOSE DOSING-TANK-'Apa
CITY DOSE RATE [-] PER 24 HRS NO. OF PUMPS: [
OI 0
D [ �7.50 ] SQUARE FEET-FZ,I5DRA7.NESELDEM
R ( ] SQUARE FEET C__ SYSTEM
A TYPE SYSTEM: [ ] STANDARD [ ] FILLED [LI•]MOUND
I CONFIGURATION: [ U.] TRENCH [ ] BED
N >4iJ �Db&�wwPIL(c� picQ
F LOCATION. OF BENCHMARK:
I ELEVATION OF PROPOSED SYSTEM. SITE [ Q ] [INCHES FT] ABOVE/BELOW ENCHMARK FERENCE POINT
E BOTTOM OF DRAINFIELD TO BE [ ] (IN�ES FT]_.ABOV BELOW•`$1 E C /REFERENCE POINT
L
D FILLLnL REQUIRED: [ E3 ] INCHES EXCAVATION REQUIRED: [ Q (/] INCHES
O I/mod dLi Dom" cz es or,,. `Ccl c /Zr=u2cT 66cvc A t-14C'& ruwnlc
'T h �i'x 1-f4-MA-f7' 16 A - 8 �s'/rlfr ��1 r 7.Cr• a sc n • - -- -
H / IF AREA OF
E SATURATION FROM ROOF D
R ROOF MAST RF GUTTERED PRIOR TU
FINAL APPROVAL,
SPECIFICATIONS BY: p TITLE:
APPROVED BY: /A - TITLE: ' - c"l
EXPIRATION DATE :Ah
DATE ISSUED:-' +. S �- THIS'PERMIT IS ISSUED BASEDON
/ 9PpI ICATiON MADE FOR A
IfE
BEDROOM PRIVATE RESIDE CE, ANY
HRS-H Form 4016, Mar 92 (Obsd(etes previous editions which may not be used) . USE OF DEN, STUDY, OR. OTHER REBe 1 of 2
(Stock Number:, 5744-001-4016-0), WILL TAL VIOLATE ROOM AS A BEDROOM' .
APPLICANT
MAY CAU ESYSTEM FAILURE AND
INSTRUCTIONS:
i.
.r
PERMIT NUMBER:
Permit tracking number assigned by CPHU. ,
i
APPLICATION FOR:
Check type of permit, if 'Other' specify type in bl4ja.
x
APPLICANT:
Property owner's full name. y�
TELEPHONE:
Telephone number for applicant or agent.
AGENT:
Property owner's legally`gtdho=d representative.
MAILING ADDRESS:
P.O, box or street mailing address for applicant or agent. _
LOT, BLOCK, SUBDIVISION or -
PROPERTY IDb:
27 character id number for property. (CPHU may require property appraiser ID / or section/township/range/parcel number)
SYSTEM DESIGN AND
SPECIFICATIONS:
TANK:.
Minimum specifications from Chapter IODfi, FAC.
DRAINFIELD:
Minimum specifications from Chapter 1013-6, FAC.
OTHER:
Other specifications, such as operating permirrequiremonts, low -volume, flush toilets, variance provisos.
SPECIFICATIONS BY:
Name of individual providing specifications. If designed by a registered engineer must be sealed.
APPROVED BY:
County Public Health Unit (CPHU) personnel reviewing and approving permit.
DATE ISSUED:
Date permitis issued by CPHU.
EXPIRATION DATE:
.One year from date issued if the system has not been installed. Permits for system repairs become. void 90 days from the date
issued.
A-
ST. LUCIE COUNTY
J DEPARTMENT OF COMMUNITY DEVELOPMENT
• 23viaROOM ]03
Yoc P—em n 349/7-5652
407-462-3553
SCANNED
BY
Stluellbefi ➢fltv
I, the undersigned, am the owner of the following described property,
(Wx ID/MBd dueri*n/eddras)
for which I have applied to St. Lucie County for a Final Development Permit. In accepting
this Final Development Permit, BP Number . I acknowledge that
as owner of the above described property, and in accordance with Section 7.04.01(D),
St. Lucie County Land Development Code, I shall be responsible for assuring adequate
drainage so that the immediate community WILL NOT be adversely affected. I further
acknowledge that in granting this permit for the development of this property, St. Lucie
County is neither obliged nor liable to provide for, or maintain in any form, adequate
drainage off my property which will not adversely affect the immediate community.
Properly Owmr owner Date
.(Pdnq )
STATE OFfLOPM& COUNTY OF-T. Wor
THE FOREGOING INSTRUMENT WAS ACKNOWLEDGED BEFORE M%nETHIS DAY OF "&�K /� 19 _ ,L
WHO IS PERSONALLY KNOWN TOME OR WHO HAS PRODUCED QR1VR C/C&7'1SF. AS IDENTIFICATION.
NarARrPUSUC THE
MKCAL
TYPE OR PRINT NAME OF NOTARY
CC L/337DCOMMISSION NUMB
(no
$oti+to MICHEUEBLADERGROEN
My Comm Exp. 4/17/99
POBaI Bonded By Service Ins
No. CC453370
I I P--UY K-- 11 om„l a
6LCCOV FORM NO.: 011-00
\--- 1200 GALLON SEPTIC TANK
ROBERT FOX
SEPTIC TANK & DRAINFIELD DETAIL
Applicant: Mr. & Mrs. Robbie Fox St. Lucie Cjunty Health Unit
Agent: Fowler Land Surveying Environmental Health
Description: Section 23-35-39 Site Plan Approved For Construction !3
Supercedes All Previous Site Plans For
OSDS ©-
Reviewer �
-. - TO ACCOMPANY DR. 4 4160-M DATED-11-6-95
sLkWED
BY
St. Lucie�40
Lennox Objective Guide to Installation Comparison
k kkkkkkkkkkkdekkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkN7ckkkkkkffikkkkRkkkkkY�kkkt
Sea Coast Air Conditioning and Sheet Metal, Inc.
3207 Industrial 31st Street
Ft. Pierce, F1 34946
(407)466-2400
k 9�qc Yckkkkkkkkkkkkkkkkkkkkkkkkkk&kkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkkk8kkkkkkkkk*�
12/18/95
LOGIC 1000 RESIDENTIAL LOADS ANALYSIS
PAGE 1
ROBBIE & JUDY FOX
LONESOME PINE TRAIL
PREPARED FOR: ST. LUCIE CO.
PREPARED BY: J.V.L.
FILE TITLE: FOX
DESIGN TEMPERATURES (DEGREES F)
WINTER INSIDE 75 WINTER OUTSIDE 42
SUMMER INSIDE 75 SUMMER OUTSIDE 92
DAILY TEMPERATURE RANGE INDICATOR L
DESIGN GRAINS RELATIVE HUMIDITY 58
DEGREES NORTH LATITUDE 27
SUMMER AIR CHANGES PER HOUR 0.6
WINTER AIR CHANGES PER HOUR 0.7
AREA BTUH
BTUH
SQ FT LOSS
GAIN
ROOM - 1 WHOLE
HOUSE IN ZONE 1 86 X 48
WALL 14E
4 INCH BRICK 8 INCH BLOCK NO INS
499 6,580
3,450
OVERHANG = 3.0
DOOR 9G
FRNCH DR, 2 PN CLR GLASS WOOD PR FACING -NW
41 698
1,288
TINT -PLAIN SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW 1A
SNGLE PN CLR GLASS WD FRM FACING -NW
16 523
570
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW 1A
SNGLE PN CLR GLASS WD FRM FACING -NW
9 294
320
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW lA
SNGLE PN CLR GLASS WD FRM FACING -NW
12 39.2
427
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WALL 14E
4 INCH BRICK 8 INCH BLOCK NO INS
440 5,801
3,041
OVERHANG = 3.0
DOOR 9G
FRNCH DR, 2 PN CLR GLASS WOOD FR FACING -SE
41 698
761
TINT -PLAIN SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW 1A
SNGLE PN CLR GLASS WD FRM FACING -SE
96 3,136
1,690
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
.. i. �
;
_�_ .
�.
.
i �.
12/18/95
LOGIC 1000 RESIDENTIAL LOADS ANALYSIS
PAGE 2
ROBBIE & JUDY FOX
LONESOME PINE TRAIL
AREA
BTUH
BTUH
SQ FT.
LOSS
GAIN
WALL
14E
4 INCH BRICK 8 INCH BLOCK NO INS
974
12,860
6,742
OVERHANG = 3.0
WINDOW
1A
SNGLE PN CLR GLASS WD FRM FACING -NE
50
1,617
1,762
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW
1A
SNGLE PN CLR GLASS WD FRM FACING -NE
32
1,045
1,139
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW
IA
SNGLE PN CLR GLASS WD FRM FACING -NE
36
1,176
1,282
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW
IA
SNGLE PN CLR GLASS WD FRM FACING -NE
6
196
214
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
DOOR
lOD
SOLID CORE
20
307
161
WALL
14E
4 INCH BRICK 8 INCH BLOCK NO INS
874
11,537
6,048
OVERHANG = 3.0
WINDOW
1A
SNGLE PN CLR GLASS WD FRM FACING -SW
24
784
422
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW
IA
SNGLE PN CLR GLASS WD FRM FACING -SW
24
784
422
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW
IA
SNGLE PN CLR GLASS WD FRM FACING -SW
20
653
352
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
WINDOW
IA
SNGLE PN CLR GLASS WD FRM FACING -SW
90
2,940
1,584
TINT -TINTED SHADING -DRAPES OR BLINDS
SHADING COEFFICIENT = 1
CEILING
16D
LIGHT R-19 INSULATION
4,128
7,220
8,095
FLOOR
22A
NO EDGE INSULATION
268
7,164
0
WINTER
INFILTRATION 579 CFM
21,020
SUMMER
INFILTRATION
496 CFM SENSIBLE GAIN
9,282
LATENT GAIN
19,576
MECHANICAL VENTILATION
240.0 CFM
8,712
4,488
PEOPLE
8
2400
APPLIANCES
1200
DUCT
LOSS MULT=.15 GAIN MULT=.30
14,421
17,142
TOTAL FOR ROOM
1 49,536 CU FT
4,128
-----
-----
SENSIBLE
110,560
74,282
LATENT
30,881
12/18/95 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 3
ROBBIE & JUDY FOX
LONESOME PINE TRAIL
STRUCTURE TOTALS 49,536 CU FT 4,128
SENSIBLE 110,560 74,282
LATENT 30,881
------------------------------------------------------------
MINIMUM Cooling Capacity needed is 105,163 btu
at 92 degrees outside and 75 degrees inside
Maximum desired Sensible Cooling Capacity is 85,425 btu
(115% of Sensible Load)
------------------------------------------------------------
***************************** Version 92.05****aa***************************
* 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.
E
DONALD L. BERGMAN:ARCHITECT, P.A.
AA 0002257
SCANNED
ADDENDL-M N BY
FOYRESIDMNCE L1r 1.2.034 78I���U��
JOB #95-030S
This addendum hereby becomes a part of the Plans and Specifications and shall be included in the Base Bid
as part of the Contract Documents.
ITEM#1 BITLMENOiiSD ANIIPPROOFIN
As requested by the Owner. the bitumenous dampproofmg on 8" concrete block walls to receive the 3" brick
veneer shall -be deleted from the -scope of the -Project.
1210 SOUTIH 12TH STREET --.-1C2CE. FL 34930 aC- a66 CC?
V - r-�.- I - • --- -- „-ILAJ ...-- .y . . ...
DONALD L. BERGMAN ARCHITECT, P.A.I
AA 0002257
ADDENDUM #4
FOX RESIDENCE
JOB #95-0305
This addendum hereby becomes a part of the Plans and Specifications and shall be included in the Base Bid
as part of the Contract Documents.
ITEM #1 RITT TMENOX-,S DAINIPPR OOFINC
As requested by the Owner. the bitumenous dampproofmg on 8" concrete block walls to receive the 4" brick
veneer shall be deleted'from the scope of theTroject.
1210 SOUTH 12TH STREET FT. PIERCE. FL 34950 407•e66,0075
L
DONALD L. BERGMAN ARCHITECT.�i�,:�'�.
AA 0002237 :z-
ADDENDUM #3
FOX RESIDENCE
JOB #95-0305
This addendum hereby becomes a part of the Plans and Specifications and shall be included in the Base Bid
as part of the Contract Documents.
ITEM #1 LOFT
Construct the loft as originally shown and noted on the drawings. Omit the spiral stair and provide a straight
run stair (with landing as required) with stair risers not to exceed 7 3/4".
1210 SOUTH 12TH STREET FT. PIERCE, FL 34950 407-466-0075
A _ - 1
i
Judith Guettler-Fox
4451 Taylor Dairy Road
Fort Pierce, FL 34946
February 23, 1996
St. Lucie County
Building Dept.
2300 Virginia Avenue
Fort Pierce, FL 34982
RE: PERMIT #95120347
I am the owner of the house being built at 8850 Lonesome Pine
Trail in Fort Pierce, permit number referenced above.
I do not want recessed floors as indicated on the prints. We
have changed the type of flooring and recessed floors are no
longer required.
Thank you.
Sincerely,
P" V \�
udi Guettler-Fox
t
U
0
DONALD L. BERGMAN ARCHITECT. I?:A:,...... .
AA 0002257
ADDENDUM #2F,
FOX RESIDENCE = = ( - -
JOB #95-0305
This addendum hereby becomes a part of the Plans and Specifications and shall be included.in the Base Bid
as part of the Contract Documents.
ITEM #1 STRUCTURAL CONNECTOR SCHEDULE
See Attachment #1
ITEM #2 LOFT
Delete the spiral stair and any and all references to the loft.
ITEM #3 ENTRANCE DETAIL
See Attachmen
1210 SOUTH I2TH STREET FT. PIERCE. FL 34930 407-466-0075
STRUCTURAL CONNECTOR SCHEDULE
TRUSS
CONNECTOR
UPLIFT
OTY
ANCHOR TYPE & QUANTITY
A, B, C
ETA/TSS 16
870#
1
B-10d x 1 V2
D, E, F
ETA/TSS 16
870#
1
8-10d x 1 112
GRA,GRB,GRC
HETA/TSS 20
1490#
1
12-10d x 1 1/2
GRF, GRG
HETA/TSS 20
1490#
1
12-10d x 1 V2
G, H, K, L
HETA/TSS 20
1735#
1
14-10d x 1 V2
K
H5 ® WOOD BRG.
910#
2
4-8d (TO PLATES)
HETA/TSS 20 ® BLK. BRG.
1735#
1
14-10d x 1 V2
L
HETA/TSS 20
1735#
1
14-10d x 1 1/2
M
HETA/TSS 20
1735#
1
14-10d x 1 1/2
JC1, 3, 5
ETA/TSS 12
580#
1
5-10d x 1 112
JE7
ETA/TSS 12
580#
1
5-1Bd x 1 1/2
KJ7
ETA/TSS 14
725#
1
6-10d x 1 1/2
JCA,JCB,JEA
12.5 ® WOOD BRG.
830#
2
5-8d
KJA
MTS 12
10000
1
14-10d
VA, VB
MTS 16
1000#
1
14-10d
V4, V8, V12
MTS 16
1000#
1
14-10d
V16
MTS 15
1000#
1
14-10d
GENERAL NOTES:
1. QUANTITIES INDICATED ARE PER TRUSS BEARING
2. STRUCTURAL CONNECTORS SPECIFIED ARE BY SIMPSON OR EQUIVALENT.
UPLIFT CAPACITY AND # OF FASTENERS OF ALTERNATE CONNECTORS
MUST MEET OR EXCEED THAT SPECIFIED
MI■i■ii
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STL :
ROOF FRAMING PLAN
SCALE: v4q=11-03
DONALD L. BERGMAN ARCHITECT, P, A .............
ADDENDUM #1
FOX RESIDEN(
JOB #95-0305
This addendum hereby becomes a part of the Plans and Specifications and shall be
as part of the Contract Documents.
nthe Base.Bid
ITEM #1 ELECTRICAL RISER DIAGRAM sC�� w
See Attachment #1 St. LUM C61j"/
ITEM #2 PLUMBING RISER DIAGRAM
See Attachment #2
ITEM #3 STRUCTURAL CONNECTOR SCHEDULE
Refer to Roof Framing Plan for locations of Simpson connectors, fasteners and uplift are as follows:
Noted Connector
# Fasteners/Size
Max. Uplift
Simpson ETA/TSS 16
8-10d x 1 1/2
870
Simpson U210
10-16d (Carrying Member)
720
6-10d x 1 1/2 (Carried Member)
Simpson H5
4-8d (to plates)
1425
Simpson HETA/TSS 20
14-10d x 1 1/2
1735
Simpson HU26
6-10d Ledger
240
4-10d x 1 1/2 Joist
Simpson HU212-2
22-16d Header
905
10-10d Beam
Shear/Bearing Walls:
Provide Simpson HD5A with
2-5/8"0 anchor bolts @ ends of each wall and at each side of openings
" . (thru 2 studs min.). 15/32"
plywood sheathing shall be attached to the top & bottom plates,
overlapping the plates 1 1/2", with a double row of 8d nails @ 4"
o.c., 1/2" from the edge of the
plywood.
ITEM #4 LOFT FRAMING
Change the Loft framing from 2" x 12" joists @ 12" o.c. (as shown on the Floor Plan) to TJI 35SP @ 16" o.c.
Provide 2-1 3/4" 2.0E ES MICRO=LAM LVL beams each side and as a header for the TJI 35SP joists
around the spiral stair opening.
1210 SOUTH 12TH STREET FT. PIERCE. FL 34950 407-466-0075
AnPd pit.
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4GA E
NOTICE OF COMMENCEMENT
To whom it may concern:
'The undersigned hereby informs all concerned that improvements will be made to
certain real property, and in accordance with Section 713.13 of the Florida
Statues, the following information is stated in this NOTICE OF COMMENCEMENT.
Legal Description o££ pro erty (include Street Address) ..UPztb.9a1.50..tt.. Af the
west 1/4 of the nw'144.9f„the. sw,l/,4,,,less,the..west 40 ft. for
..... • . • • •road• •righ b -of- way:..&aid land lying- zn • set+Cion• •23; • t:dwnstfip 35
........ sout_ h ranger¢ 39, •east , ,St; , •I<gP,ie ,G4uRtY......................
Lonesome Pine Trail
General description of improvements............................................
...............................................................................
Owner.......ludith -ID%. &uett-ler—F'ox.........................................
Address .... .4451. Taylor• -Dairy •Road • • • p t: pyerce: -Pl - 34.54b' • "' • - • • ' • • • •
Owner's interest in site of the improvement . ....... .........................
Fee Simple Title holder (if other than Owner) ..................................
Name. ....................................... .............................
Address........................................................................ .
Contractor .............
Address ................
Surety (if any)........
Address...........................................................
Amount of Bond $ ..................................................
Any person making a loan for the construction of the improvements:
Name.........................................................................
Address........................................................................
Person within the State of Florida designeated by owner upon whom notices or
other documents may be served:
Name...........................................................................
Address........................................................................
In addition to himself, owner designates the following person to receive a copy
of the Lienor's Notice as provided in Section 713.13 (1) (h) Florida Statues
(Fill in at Owner's Option).
Name...........................................................................
Address....
(�. ..... .......
Notary as to Owner
My Commission.Expires:...........
FOR y 4ES5xe3pr3R
....................................
Contractor
Notary as to Contractor
My.Commission Expires: ..............
....................................
Contractor's State Certification No.
Contractor's Comp. Card No.
....................................
Permit Clerk