HomeMy WebLinkAboutSUBMITTED PAPERSTURNER / SMITHA'
A R C II I T F; C T S
ApRIL IW)(�)
T ASSOCIATES
K 1' I.- A N N 1?. R S
Kam C-vw,-I-,
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' 2295 Corporate Blvd. N.W. Executive Court 1 Suite 117 Boca Raton Florida S3431 Phone (561) 997-7286 Fax (561) 997.5721
TURNER / SMITH & ASSOCIATES
La _ .� A R C II I "I' E C 'I' S 8 P L A N N I" R S
�i ItiT
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cqN4r-,�CT Vo WW1,71
N 0 8 1999
2295 Corporate Blvd. N W. Executive Court 1 Suite 117 Boca Raton Florida 33431 Phone (561) 997-7286 Fax (561) 997-5721
I-T-E EQ Load Centers
Meter Combinations
All I T E Meter Combinations are listed
by Underwriters' Laboratories and
meet ANSI C12.7 Standards.0
EQ Meter Load Centers
Features
e A complete line of devices offered.
e Choice of either surface or semiflush
mounting.
• One-man installation.
e Finished installation is smooth and
attractive.
e Load centers are padlockable.
Overhead / Underground
1 Phase, 3 Wire SN
e Select QPF Instant Shield GFI circuit
breakers for NEC requirements.
e All models rainproof -Type 3R.
e Plaster flange is standard on all semi.
flush devices, extra depth.
e 22,000A IR
e Suitable for use only as service
equipment.
EQ Meter Combinations featuring the
EQ circuit breaker with plug-in line side
connection and toggle handle oper-
ation with "ON", "OFF" and "TRIP"
positions. All EQ breakers feature ther-
mal and magnetic overload protection
and are offered in a full range of one
and two pole models with a full line of
accessories.
Selection
20 Space 40 Space
Meter Load
Gmsn
T.
F' ="*
=z1
' :'
-. '.+T: r
Dimensions
(in Inehos)
r&WIAW
vQ6S
r
Al,
"-;
-List
i r
V
Ampan
Na. of
No. of
Short
Circus
..
UL.
Ovorhaad/
EUSEBC',
- Overhead/
Hub
Hating
Spews
Circuka
Rating
Catalog Number .,.
Underground
Underground
HeIgM
Width
;..Sadss
Depth
®
Prat»
§
100
12
24
22K
MC1224MB7100SO
OHNG
OH/UG
23.00
14.:
5.00
HS
445.
100
12
24
22K
MC1224MB1100FGC
OHNG
OHNG
23.00
14.33
5.00
HS
445.
125
12
24
22K
MC7224Ma1125R-0
OHNG
OH
34.00
14.12
5.00
HS
767.
125
12
24
22K
MC1224MB7125Sm
OH/UG
OHNG
23.00
14.33
5.00
HS
761.
125
12
24
22K
MG1224MB1125FOU
OHNG
OHNG
23.00
14.33
5.00
HS
781.
125
16
32 _
22K
MC1632ME1112SF22
OH/IJG
OHNG
23.00
14.33
5.00
HS
795.
150
8
it)22K
MC0816MB1150T000
OH/UG
OH
34.00
14.33
5.60
HS
fi40.
150
20
40
22K
MC2040MB7150HC70
OH/UG
OH
38.00
14.12
5.00
HS
1188.
200
12
6
22K
MC0606ML7200Hm00
OH/UG
OH
30.00
14.38
5.00
HS
558.
200
12
6
22K
MC0606ML12RBt000
OHNG
OH
30.00
14.38
5.00
HS
559.
200
8
16
22K
MC0816M91200T.mm0
OH/UG
OH
34.00
14.33
5.50
HS
640.
2o0
8
16
22K
MC0816MB72p0P00
OHNG
OHNG
34.00
14.33
5.50
HS
704.
200
12
24
22K
MC1224MC1200S000
OHNG
OHNG
34.00
14.33
5.50 1
HS
628.
200
12
24
22K
MC1224MC1200F0000
OHNG
OH/UG
34.00
14.33
5.00 1
HS
629.
200
20
40
22K
MC2040MO1200Hm0
OHAJIG
OH
36.00
14.12
5.00
HS
1186.
200
20
40
22K
MC2040MB1200.S0
OHNG
OHNG
34.00
14.33
5.50
HS
1186.
200
20
40
22K
MC2040MB1200F®®
OHNG
OHNG
34.00
14.33
5.50
HS
1186.
200
40
40
22K
M04040MB120050
OHNG
OHNG
34.00
22.00
5.50
HS
1373.
225
20
40
22K
MC2040MB7225S®
OHNG
OHNG
34.00
14.33
5.50
HS
1303.
225
20
40
22K
MC2040MB1225F0®
OHNG
OHNG
34.00
14.33
5.b0
HS
1303.
225
40
40
22K
MC4040MB7225Sm®
OHNG
OHNG
34.00
22.00
5.50
HS
1607.
l 'ror Inches/ milarnebn wnnNon,
'sse
mPanel is supplied with feed through lugs.
page 677.
®Accepts 2-pole branch circuit breaker only.
(I)Panels listed for 0%r0 conductors.See equipment
01anel supplied with feed-thru lugs and subhred mein
markings for applications.
mFP S L approved.
breaker (50A max).
®Main breaker not included. To convert from main lug to
m"Deep" style flushing ring.
main breaker, use conversion kit main breaker (200A)
eCopperbus.
and converison kit, MCB12. '
®For semt-gush mounting, order FRK21K34 kit
®Hubs not furnished with enclosure.
®For semi -gush enclosures, dimensions do not include
gushing ring. Flushing ring is 1Vwidm ring added to top
and both sides.
Siemens Electrical Products l c=�
ST. LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
a
2400 RHODE ISLAND AVE.
TELEPHONE (561)-462-2312
FT. PIERCE, FL. AVE.
FAX NO. (561)-462-2323
PLAN REVIEW
JURISDICTION:
St Lucie County
F.P.B. B-99-64
OCCUPANCY:
Reserve Townhomes
BUILDING DEPT: 99060625
ADDRESS:
9326.32 World Cup Way
NUMBER OF STORIES: 2
CONTRACTOR:
Kolter Signature Homes
PHONE NO: 561-468.4703
CONTRACTORS ADDRESS: 2160 NW Reserve Park Trace
CITY: PSL, FL ZIP: 34986
ARCHITECTIENGINEER:
Turner & Smith
PHONE NO:
BUILDING OWNER:
Reserve Homes, LTD
DATE: 7-12-99
OCCUPANCY TYPE:
Apartments
AUTOMATIC SP'KLRS: Yes
GROSS SO FT:
8023 sq ft
NET SO FT:
OCCUPANT LOAD:
BASED ON:
CONSTRUCTION TYPE:(
NFPA-220) Type:
SBCCI: Type:
New Construction: X
Automatic Sprinkler: Contractor:
Tenant Improvement:
Fire Alarm System Contractor:
Shell Only:
Fixed Fire Suppression: Contractor:
Addition:
Hood & Dud 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 schedules all final 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. Sheet A-3. Plan `DR'.
Install a smoke detector inside of Bedroom #3.
2. Sheet A-3. Plan `E'.
y I % Install a smoke detector inside of the Master Bedroom and Bedroom #3.
Reviewed By: -T• aL,ze, .7- Date: July 12, 1999
Tony Liento
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------------SSV-I9 NON
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_ ---
x WdS x
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SV M
-------
Y::4.:K'4:
1 k' Y: A:.k 4:
1 4:.V -kW 41'1::{:4.:Y. N 1::K •K 8.8::k Ack.1+=k::k:Y,l;'.1.'k:Y.;l:'4:
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****'k***:k********:K**********.***********:k******'**
WINTER CALCULATIONS
BASE
AS -BUILT
- - -
GLASS----------------
ORIEN AREA x BWPM = POINTS
TYPE SC ORIEN AREA x WPM x WOF =
POINTS
---------------------
N 2.2.00 -3.4 -74.8
; SGL TINT N 22.0 9.6 1.18
249.4
S 84.00 -3.4 -285.6
; SGL TINT S 84.0 -10.2 .12
-104.0
W 73.00 -3.4 -248.2
; SGL TINT W 73.0 -2.0 -5.04
735.8
---------------------------------------
-----------------------------------
.15 x COND. FLOOR / TOTAL GLASS = ADJ. x GLASS = ADJ GLASS ;
GLASS
AREA AREA
FACTOR POINTS POINTS i
POINTS
-
------------------------------------------------------------------------------
.15 1,530.00 179.00
1.282-608.60-780.30 ;
881.16
NON 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
i
E",t ._L.o 5.1
122.4
;
Ext Wood
24.0
7.60
182.4
Ad.j 22.4 ..4.0
89.6
;
Adj Wood
22.4
5.90
132.2
,
CEILINGS -------------
i
UA 1530.0 .6
918.0
Under Attic
19.0
1650.0
1.00
1650.0
Slb 194.0 -1.9
-368.6
;
Slab -on -Grade
.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
8,463.10
;
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
8,463.10 1.10
9,309.41
;
15,121.83 1.00
1.063
.484
1.000
7,779.02
i
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w-,TER FlEATIl\jG
-.4-, 3: Y *:v. ""f3,
NUM OF a MUL T 1 04..AL, TANK VOLUME EF I A1,111, x MUI.-T x CPI-"[)('i = TOTAL
RA'I':lli Mkll-,T
- --- - - - - - - -- --- - ---
3 --.3527.0 1 _.s oo i 50 ok)-) 4 t" . 17 1 .0() 1 "349.00
3:3. Cal: c G* 4=* .t t*** il* :4 - A'A; t W* I r 1: f 4"), .!f:i I t;t T I' V*** T t
SUMFIARY
y + :t* t
BASE: U 'I
I m(l- I lEAT ING HOI WOTER TOTAL HFATING WT 0ATFR I OTAL
POINTS POINTS POINTS = POINTS POINTS Poii\i,rs + POINTS POINTS
11905.7 9309.4 1.0581.0 31,796.06 7609.6 7779 .0 10349 .0 2'5 7 3 7.. 63
EPI = 80.95
EAERGY GUIDt:
'F'ow tJet.alI.Pd information
of 't.he E P1 rat.i.n:) number
or. for any .11EM, listed,
ask You,.r' RUiJd-;r for
DCA Form 600A--93
or Form G,00[3-93
EPI = 60.9
9
0 10 20 30 40 50 60 70 80 90 1.00
The ma.ximurn allowable EPI is 100. The lower r.hF• UPI' the ruore eff,iciPrit the home
RES.EDENTIAL. ENERGY PERFORMAI`ICF RAPING SHF.E'I
).TEEM HOME VAI.AW 1-ow Fffici.enc:Y High Efficiency
SIN(nL. CLR rim.
'rJ'N'F
W 1 NliQ'dS ........ _ .
S i. Mille T i. nt.
-- -X---- - -- ----
INSL11.Al ) ON ...... . . .........
.
R J0
R-30
Ce i I i ng R-Val ue ..........
I q. o
I -----•__----X-.__._.._-------
f<'-0
R-7
Wall R-Value.........
5.3
-----------
R-0
R -19
Floor R-Value.........
0.0
;X--------------•-------I
AIR CONDITIONER............
10.0 SEER
17.0
SEER/EER..................
10.0
;X------ ---------------
.7 F,ER
J.6.0
HEATING SYSTEM ..............
6.8 HSPF
1.2.0
E'l-ect.ric COP/HSPF...
..... 7.0
;X ----------•--------
0.78 AFUF
0.90
GasAFUE............
0,or)
-----•.._._----___.__._.__..._..._.
lJA'rFR HFA`rFR .... ....
. ..... .
11 -riff
0.96
Er`F ..
.....
0.10
llT!-IL_I'. Ff'hEllE2l'`i..............
............................
T certi.'fy that. these
energy saving feai:rn'es required
for the Florida
Energy Coda have been
Installed in this house.
Builder
Address =_ _..-_.__.__.__ -_
_._ S .L y n a t U r e:
Florida Energy Coyle for
Br.iildiMs7 CO115t1"UCt.i0I1
Florida Derru•f:mer,r. of
Cornm'.mi.t.v Affairs
fl,.-EPPL_
CARD93
Lennox Objective Guide to Installation Comparison
Nisair Airconditioning Inc,.
1501 Decker Ave U-404
Stuart, Fla
1-407-233--0904
08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 1
KOLTER TOWNHOMES MODEL#h
PREPARED FOR: KOLTER HOLIES
PREPARED BY: PHILIP N1SA JR
FILE TITLE: KOLTB
DESTON TEMPERAYURES (DEGREES F)
WINTER INSIDE 68 WINTER OUTSIf1E 4.5
SUMMER INSIDE 75 SUMMER OUTSIDE 91
DAILY TEMPERATURE RANGE. INDICATOR 11
DESIGN GRAINS RELAIIVF HUMIDITY 41
DEGREES NORTH LATITUDE. 27
SUMMER AIR CHANGES PER HOUR 0.4
WINTER AIR CHANGES PER HOUR 0.7
AREA
BTUII
B1UH
SO FT
LOSS
GAIN
ROOM -
1 WHOLE HOUSE IN 'LONE 1 6.1 X 25
WALL
1.4B G 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 = I REVEAL =' 1,0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM FACING-S
GO
2,125
1,504
TINT -TINTED SHADING -GRAPES HALF DRAWN
SHADING COEFFICIENT == 1 REVEAL = 1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM F A:ING-N
20
531.
376
fINT-T1NfED SHADIN&ORAPE; HALF DRAWN
SHADING COEFFICIENI = 1 NF:VFAK x 1.0
MOOR
100 SOLID CORE
24
254
.13(l
CF. f0 NG
1.61) DARK P,-.l9 1NSUTAIION
1,525
1,GS9
3,233
FLOOR
22A NO EDGE INSULA11ON
1.94
3,614
0
WiNIFR
INFILTRATION J68 CFM
4,240
SUMMER
INFILTRATION 96 CFM SENSIBLE GAIN
L,685
LATENT GAIN
2,670 I_
MECHANICAL.
VENTILATION 50.0 CFM
.1,265
GGO
PEOPLE
4 SENSIBLE GAIN
1200
LATENT GAIN
920 L
APPLIANCES
1200
I •. A
-- tHi/.4/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS PAGE 2
KOLTER TOWNHOMES NOL #
fliaA- F31Uli hI11H
Sid Ft LOSS GAIN
OUCf LOSS MULE=.20 GAIN IIULt=.20 4,25G A,44s
TOTAL FOR ROOM 1 14,335 CU FT 1.,52S _
SENSIBLE. 25,514 20,659
LATENT 4,984 L
STRUCTURE TOTALS 14,335 CU FT
SENSIBLE
LATENT
1,525
2501.4 20,659
4,904 L
------------------------------------------------------------
MINIMUM Cooling Capacity needed is 2.5,603 btu
at 91 degrees outside and 75 degrees inside
Maximum desired Sensible Cooling Capacity is 23,7SH btu
(lt52 of Sensible Load)
-------------------------------------------------------------
version 92.10
* Ibis Healing and Cooling toad Computation was produced rising the procedures *
* and tables of the Air Conditioning Contractors of Amer.ica'§ 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 sutticiency of the information provided by this report.
ST. LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
2301 VIRGINIA AVENUE'
FT. PIERCE, FL. 3498 k'L-,652
561-462AB53 y
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE T17yyj-4 t{erAEg
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
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.
II PROJECT NAME I PGA V I L,t_ A. i,>✓ THE (1 S.E'YAI I OFFICMUSE ONLY ...II
STREET ADDRESS
A 'o
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 check or complete the appronrite box)
1. STANDARD BUILDING CODE 1997 EDITION
ASCE 7-95 -,&— OTHER (SPECIFY)
2. BUILDING DESIGN IS (CHECK ONE) ENCLOSED
I;.
PARTIALLY ENCLOSED_
OPEN BUILDING
3. BUILDING HEIGHT: 2--7 FT. 4.
WIND SPEED USED IN BUILDING DESIIGGN:A _-4-10 _ MPH
S. WIND EXPOSURE CLASSIFICATION (REFERTO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE pi):
5 I TY �Al2�7
6. AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 37 PSF
T. PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE: 3 7 PSF
8. IMPORTANCE/USE FACTOR (OBTAIN FROM BUILDING CODE): I. 0
I ''
9. LOADS: FLOOR � PSF ROOF/DEAD: 5_ PSF ROOF/LIVE: SS 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)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECKONE) YES, NO _ If NO, why? (attach
explaination) 13. MINIMUM SOIL BEARING PRESSURE: /') G 5co PSF
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION INCLUDED WITH THI RTI I Aff70�
IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND BELIEF. /
NAME: 0,0(IKM 711[2-NE(L CERTIFICATION NO: hi 4+2
DESIGN FIRM: 'T112r-1EZ 13b4l V+ DATE: o L[74K�
A(L CL+LTL7 S SLCCDV FORM NO: 0204)0
v
DESCRIPTION: PROPOSED LOTS 10 THRI+''i3
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 2170.42 FEET; THENCE SOUTH 89°48'46" WEST DEPARTING SAID
EAST LINE, A DISTANCE OF 1493.66 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 77°57'30" 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
. _ . A r:.:4•-<;.•.:+-..Cn.i.S.-; : '" .: ..-� - ... <N`k•-...+.. 'S,:.tY.:.n✓t_ � ! 1. .;i. A 43 •':'_. L. .:�. .:.. w.: V;T•.
Turm--ge'r & Smitmm's
Architects Planners, INC. SCANNED
BY
l`iOV (g (a�j St. Lucie County
TO'. (ST • l._U Cde COC9NT'l (�ULWIG . PVPT.
QE: i-OLTER f+ClMr-s • PGA NIILA-P}&15
TOV M HO MES CMILL.O'C� a I O
MAP-
TRE5 ELECTIZLCAL- RA-t—LfEl- T7Ct+f—DVLE . POR— ICE
At C U K LT bUL L' 6E'. A 50Ate'P -7- 5 V-W
(-ESA I 5TV-LP WIT -El. A # Co V4 I (L- -
IF ' YOO M�4f A tg�( �,calf- CA-u, .
Mw-C-1TLX'L-Y
2.0u1 to r4 Tupp,%--ye
Aw-gaw tit,447
2295 Corporate Blvd. N.W. - Boca Raton, Ft. 33431
Phone: 561-997-7286 - Fax: 561-997-5721
tsarch@bellsouth.net
L
4
FROM : CAREY + KNLrrH
PHONE No. : 561 733 3379 Nov. 15 1999 09:54AM P1
REQUEST FOR 30 DAY TEMPORARY POWER RELEASE
DATE' at. Lucie County Comm. Devel. Dept
Code Compliance Division
2300 Virginia Avenue
F od Pierce, FL 349625652
Pzkmrr NUMBER: Ph. (561) 462- 21W
eel �C
Paop& tTY AODREW: N O V 18 1999
rD `3 ✓✓✓ St, Lucie County Public Works
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THE ABOVE DESCRIBED PROPERTY, FOR A PERIOD NOTTO EXCEED THIRTY(30)
DAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA-
TION FOR FINAL INSPECTION. IN CONSIDERATION OF APAROVAL OF THIS
REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
1. Tt-is 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 sigmas, 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 Illsoetl In the attached document entitled
"Requirements for 30 Day Power for TesdW 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 dabigties and claims of any type or nature which may arise now or in the future
out of this traneacdon, Including any damages which may be incurred due to the
dimcbnneation of electrical power in the event of violation of this agreement
T
'99 11/15 08:40 TX/RX N0.6127 P.001 N
Turner & Smith
Architects Planners, INC*
1521 COCW�Tofir� t�weosp' I 1X)C' -
TO '041q IT MAOX)CM0
MW-< Ofl M M Pt IOW I P b I W OF
Wlt MV-�P 10 AL/L,, --2&Af.? OP 6FAV� CW4-5MG110k)-
M AVUKeD POT -AL,,! Afi-P
�O� U�W-CF bf
WIRE-M I�
I
.- d a �u 2, Im
m
2295 Corporate Blvd. N.W. - Boca Raton, FL 33431
Phone: 561-997-7286 - Fax: 561-997-5721
tsarch@bellsouth.net
FRASER ENGINEERING AND TESTING, INC.
3504 INDUSTRIAL 33rd STREET • FORT PIERCE • FLORIDA • 34946
VERO BEACH (561) 567-6167 FORT PIERCE (561) 461-7508 SMART (561) 283.7711 FT. PIERCE 14800-233-9011
,
Report
Of
DENSITY OF SOIL IN PLACE
ASTM D2922
CLIENT: Kolter Signature Homes Date: 8/11/99
CONTRACTOR: Client Permit,#:-9M60623='`
SITE: Castle Pines, Bldg. 10
Foundation Fill
DENSITY
TEST
DATE
-
MOISTURE -DENSITY
RELATIONSHIP
IN PLACE
DRY
PERCENT
TEST
MAX.
NO.
TESTED
LOCATION
ELEVATION
NO.
DRY WT.
DENSITY
COMPACTION
105
8/11/99
S.W. Corner
0 - 1'
A
115.2
111.9
97.1
1 - 2'
113.3
98.4
N.W. Comer
0 - 1'
112.2
97.4
1 - T
113.7
98.7
N.E. Comer
0 - 1'
112.5
97.7
1 - 2'
113.9
98.9
Center
0 - 1'
112.9
98.0
1 - 2'
113.7
98.7
S.E. Comer
0 - 1'
112.3
97.5
1 - T
112.9
98.0
ALL
ELEVATIONS BELOW SLAB GRADE
Copies: Client -I
SLC Bldg. Dept. - 1
AUG 12 1999
MM COUnt Public Woiks
Respectfully submitted,
FRASER ENG G AND TING, INC.
Alexander H. Fraser; P.E. Fla. Reg. No'. 16178
GEOTECHNICAL ENGINEERING FOUNDATION INVESTIGATIONS CONCRETE, SOIL AND ASPHALT TESTING
I r6ak
K 0 L T E R
MEMORANDUM
TO:
ST. LUCIE COUNTY COMM. DEV.
FROM:
KOLTERHO-MRS
----5SUBJECr:
TOWNHOUSE REVISION
DATE:
07/19/99
There has been a 2nd floor deck revision made to - I I-C" unit(s) on permit # 9 1%06,
Attached, please find two signed & sealed revision pages.
Please call should you have any questions.
KOLTER HOMES, INC.
2160 NW Reserve Park Trace
Port St. Lucie, FL 34986
Phone (561) 468-4703
Fax (561) 468-4603
I'- !I ruu•nr. •11 rt�nnnt11+11
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ell h
t).0qsc.ifl: ---,
a.. Slab on grade ( R-v.711ue, per i.lnet.e:,r )
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a lon-
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a. AdJacent: 2, Wood frame (Insulation R- value) 10a-2 R=11.00,
ling type area anti irlsulati.on:
a. Udder attic (Instllat..ion R-value
J?-rlil- distribution Syr ) 1J.3.R=J.9.00
t (' RI..
a. DLICt.S i7j1Su13t'U11 + I r t'
1232.00egf t_-_
304 .00sgf t.
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I III i V`);'i ._..Li
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10•aX!IOC li9 %.I 1rjl•Id k::Ir: PI'I i ItY+S. III:< I•, tJr I I I (- I -!'I ! il:: el:+� i ! i ip•I, I I'". In ni,•
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I` 1WAS...................
SUI.A T ION .
Ceiling R•-Va.lue.........
Wa I I R-Value ......... 5. 5
Fluor F;•-VaWe.... .... 0•q
Ft C:C)tJUJ'f IOIJtiFt.............
SE{_It/FER? ................. tr7 •I,
0,1 It'1ti SY:-•1F•N.
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'lerov r0d:' I'r • 1- been iii-t:al led in
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,IH1 (I I I.LI LIAl .LOFT I)I I I IV Ali `7N f']i.I- :J ; -JH 10 1. <IAJ VII I : a -I ,IN I. I V :.iI i 9NI 101
Y.1 :4.1 1 4' 4 1.:1:4 1'. 11. 1 1 .1 .1 f 1'.'Y 1 I I i 1 1 .4 A ff V ; t-I .k 1.'C.4 4 4. CI, A.Y 4: :1 1.-1' A' K 1 4. 1 -f .k:V. 4: h.4: 1 K:F'.1'. Y't: 4. 4:1 t
.1 -f t 4: "i .i' I f. t 4-1 -I 1..4 1 -F. 1 1 '1 -1 A 4- :1 Y A 4 4'.:I. t 4 4' 1.:1 -1 1 4 :t•'4 1 1 4' A 4 1 :1' 4 A' 1" i 1 4 :K CT *4 4 1`A 1. 1 t
. .b C.: { � i'r(I" 1 r t:• 1':.. l.k'�•.. I (,::.' i-�4 j r;(i ' i ° .. (i' i !:'a'.. ..
Lll.i I. J':1: I;{. fd 4Id I, L.I i`'III I I;I '.IMIlI IH I I l(Itl liI I:I
141raiI P71'll ifl f�i �Ili!111!lil-il'!1!Ilil i!'t'!1�11f 1.1 �r i.16'lila'1�11�444•Ilf.i 11 I!itl:`Y f'�lif
' 1111 ^J Al I 'I.I I'll I '
4 v tj I Ito I ;I I I I
I t I CA 4 1
1 .1 1 1. 1 1 1 1
:- i 1 1 4
1 1 1 i. I -I y
H f"PF f%
-.1 N I
OP 11: N
l")I 'L)
X IJ: I I x
k-lof
Pr i I H I
4.0 --3 4
i o
T j tl j
1.1.1 I
104 .00 -3.4
453.6
-
YGL I IN-1 5
40.00 --3 .4
1 :,r� o
10 .0
0-1
CON0. FLOUR
SM'd
AREA
A P F t
F(;C I I'lP
1 4 R�:l oo
APEA Y BWPH
r4.111,11S
i
I YPFZ F"
- VI-fl I IF
h I'll', I' IIII..) V.i-t I Ol- k 1
0
-1
30,1 o L 0
4 7 2
(id izi alive
L L
10"1 0
l 0
7
'<'2 . 4
Ext Wood
.0
7 jx)
j 82
72.o
Adj wor)cj
8 . 0
5.11)(1.
106
NG S - - - - - - - - - - - -
-
141a8.0 6
19.0
1. 1� &0 . c,
1.00
1 !1, R 0
192 . 0 -1.9
t -1 M
0
J. 0
/1 e 0
IL rp() 1 - ----
0 4.1
(!c) . a
actice V2
o
or)
fol. MKIER rr)YNIS
7 VA6 .72
S I Ff-1
LII I I hHA
i
r I I I le, x r N:, )c H P".
HF I I fif,
P 7 5, HIIL I
1:110NTS
DIMPLU4 riA I TO tHIL
r I
v q. r
r-I I
i_aMox Objective C3iiide to lnstallation Cfowpardson
ti
T*wvlw*%lw$vX
flisair Aiiconc.jitiorlivig 111c,
l*lC-l.i'Qf' AVe. 0 404
biwart, Fla
40, 281-090.1
I.OGfC 1000 RESIDENTIAL LOADS ANAtYSI&
PAGE I
KOt.[Fl-,, 10141111CIME13 rjol'il
PREPARED FOR: V.01JER HOMES
PREPARED BY. PHLL.IP NISIA 3R
FILE TITLE: KOLTA
1)ESfGN IEHPERATURES (DEGRELIS F)
WINIER INSIDE 68 WINTER OUTSIDE 45
SUMMER TNSIDE 15 SUMMER OUISInE 91
DATLY TEMPERATURE RANGE INDICATOR 11
DESIGN GRAINS RE'[.AIIVF HUMIDITY 41.
(IFGF!F.*FS NORTH LATI10DE 2.";,
SUMMER AIR CHANGES PER HOUR 0.4
wcmrrR AIR CHANNES PER HOUR 00
AREA HTUH
BruM
ca) F f LOSS
GATN
ROOM
I WHOLLHOUSE 114 ZONE 1 48 X 'q
- -- ------
WAI I.
14R b INCH bl 0CV P-5 INSIJI.
1,526
702
OVERHANG = 1. . 0
WyNLjObj
1. C SNtii. F PN CLH, GLASS METAL FRM FACJNG-W
40 1,063
2 3 52
fJNl-TT.N'lQ) SHADINC,.-DRAPES H;:iff DRAWN
C,(jf-.'FFICIENf = I P.EVtfil. = I . ,,
WINDOW
1C SN(il-F. PN GLR GLASS METAL FRH FACING-E
75 1,992
4,334
TINT- I INTED SHAMING -DRAPES HALF DRAWN
SHAbTNG COEFFICTENI a L REVEAL = L.4
wimnow
IC SN6LF PN CLR GLASS METAL FRH FAM Nh-S
100 2%657
I,=
ILNr-ILNTED SHADING -DRAPES HALF DRAWN
SiMhTNG COEFi-ICIFIlf --- I REVEAl 1. -,1
W 1 N[l0W
1 C SCLE PN Ci k GLASS METAL FRM FA(aNG-N
40 1,063
752
Ilml-TIN111D SHOAfHoDRAKS ?AlY DRAWN
SHAOLNG CuEFFICiEPf-v I REVEAL = L,4
DOOP
1011 11) L.111tk_
24 254
136
1, E i I ) ill(i
161) Df'IRK R 19 JIVUI.Al (ON
1 •'188 1 ,i 14
3 L 5 5)
rL60R
72A NO F llGL TmsUt A r ION
192 3, 57 7
0
W I I'll EK"
r h1.1. 1 R", I 1014 l64 CF11
4,1 v
I'lilli-11j,
)i4t )A 1p.(il 111ki FM
L A44
1 hIpm! Gail
P.605
1
11H 111,;110,ol
Vi.'hi ll.(-) 1. "; 0 50 0 1 F I'l
1,065
680
Prfjl)l V
a tEmilbi 0 korl
1100
I A I i 141 Gq LN
9?0 L
:'%' l•'9r.
LOGIC 1000 RESIOEHiIAL LOADS ANALYSIS
PAGE 2
BOLTER 1OWNHOMP, 1100F.11w1
AREA - RIUN
I;TUH
SO F i LOSS
Crllnl
APPL1AHCt'�
1100
DUCT I OSS
1AR 1 =.20 WN t1Ul_T=..'f)
7
;.04i
1(]traI Field Ri 1 1
1:1,9it? ('U F-1
LASS
t arFNi
,919 1
tS 1 R"Ll HIRE I O I(1I.:; 1 'r , 9117 110 F I
LATENT
1,48t
27,449 24,10-,
4.919 I.
MINIMUM Cooling Capacity needed is 29,20L btu __ _....
at. 91 degrees outside and 75 degrees inside
Mix.imum desired Sensible Cooling Capacity is 27,924 hlu
(11Si of Sensiblei Load)
Version 92.10
% Phis Heating and Cooling Load Computation was produced using the procedures
* and tables of the Air Conditioning Contractors of America's,Manual J.
Seventh Edition, Thp accuracy of the calculated loaoi. depends upon then rK
x accuracy of the data used and the accuracy of the Hanual. J load calculallon x
* proQEmns tol the given [Andilions, No warranty, either exP i'r.!S:i r:ii or
x ,Spl.red, is given b; Lennox Industries W. with respect to IhF a.r.(:uracy W
s. and,or :ut0cienny of tin- information provided by this report., W
-4-
L-ennox Objective [wide to X-ristallation Comparison
t:
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 70WNHOMES4kC
PREPARED FOR. KOLTER HOMES
PREPARED BY: PHILIP NISA JR
FILE TITLE: KOLTC
DESIGN TEMPERATURES (DEGREES F)
WINTER INSIDE 68 WINTER OUTSIDE 45
SUMMER INSIDE 75 SUMMER OUTSIDE 9.1
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 WHOL,EHOUSC IN ZONE 1 43 X 35
WALL
14B 8 INCH BLOCK k-5 INSUL
762
2,524
11350
OVERHANG = 1..0
WINDOW
1C SNGLE PN CLk (:,LASS METAL FRM FACING-W
36
956
1,973
TINT -TINTED SHADING -[DRAPES HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL = 1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM FACING-S
200
5,31:3
3,760
TINT -TINTED SHADING -DRAPES HALF DRAWN
SHADINGG COEFFICIENT == 1 REVEAL = 1.0
WINDOW
1C SNGLE PN CLR GLASS METAL FRM FACING-N
40
1,063
752
TINT -TINTED SHADING -DRAPES HALF DRAWN
SHADING COEFFICIENT = 1 REVEAL = 1.0
DOOR
10D SOLID CORE
24
254
136
CEILING
160 DARK R-19 INSULATION
1,680
2,048
3,562
FLOOR
22A NO EDGE INSULATION
113
2,105
0
WINTER
INFILTRATION 185 CFM
4,671.
SUMMER
INFILTRATION 105 CFM SENSIBLE GAIN
1.857
LATENT, GAIN
2,941 L.
MECHANICAL_
VENTILATION 50.0 CFhI
1,265
880
PEOPLE
4 SENSIBLE GAIN
1200
LATENT GAT!
920 L
APPLIANCES
1200
08/24/98 LOGIC 1000 RESIDENTIAC�LOADS ANALYSIS
KOLTER TOWNHUMESSC
oucT LOSS I'IULT=.20 GAIN 11ULT=.20
TOTAL FOR ROOM 1 15,792 CU FT
SENSIBLE
LATENT
STRUCTURE roi ALS 15,792 CU FT
SENSIBLE
LATENI'
PAGE 2
AREA. BTUH ' BfUH
SO FT LOSS GAIN
4,040 3,334
1,660
24,239 20,002
5,255 L
1,600
24,239 20,002
5,255 L
-----------------------------------------------------------
11ININUM Cooling Capacity needed is 2.5,257 btu
at 91 degrees outside and 75 degrees inside
Maximwn desired Sensible Cooling Capacity is 23,003 btu
.(115% of Sensible Load)
------------------------------------------------------------
*.***********:K************** 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 sutticiency of the information provided by this report.
1 ,
Departnirnt or «,;gn1n1unt t Ai 1.ai is N: 5550
FLORIDA ENERGY EFFI- fION NCY CODE FOR BUILDING CONSIRUC'
FORM 600A=93 Residential Component PtS cripLive Method A CENTRAL
PROJECT NAME: KOLTER HOMES ;BUILDERS M.J F'ERRITER CONSTRUCTION
AND ADDRESS: TOWNHOMES MODEL #C :PERMITTING :CLIMATE
PORT ST LUICE FL 349:OFFICE: :ZONE: 41_i S:_i 6:_
OWNER: :PERMIT NO. :JURISDICTION NO.
CK
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. 1683.00
6. Predominant eave overhang (ft.)
6. 1.00
7. Porch overhang length (ft..)
7. 13.00 J
8. Glass area and type:
Single Pane Double Pane
a. Clear Glass
8a. O.Osgft O.00sgft
b. Tint, film or solar screen
8b.272.0sgft O.00sgft
9. Floor type and insulation:
a. Slab on grade (R-value, perimeter)
9a.R= 0.00 , 113.00 ft
10.Net Wall type area and insulation:
a. 1-xterior: 1. C011creL8 (InSUl.ati0n R-value)
10a-1 R= 4.20, 1650-00sgft_,__„
a. Adjacent: 2. Wood frame (Insulation R-value)
20a-2 R=11.00,
11.Ceiling type area and insulation:
a. Under attic (Insulation R-vallue)
lla.R=19.00 , 1683.00sgft_-_
12.Air distribution systems.
__
a. Ducts ( IrISUlat_iOn + 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
15.Hot water system:
15. Type: Electric
EF: 0.90
16.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-Multizone)
19.&1 (must not exceed 100 points)
19. 83.20
a. Total As_Built points
_
7.9a. 29138.63
b. Total Base points
19b. 35021.66
--------------------------------------
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 this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT:
DATE:
--------------------------------------
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,
BUILDING OFFICIAL:
DATE:
M � *:K:k *-f::K:R:Y•:K X:i: �::K:K;k;K;K:K;K � *:k;K:K-K Y::k *:K:Y:K �: Y �*:i=:K:K%K-K�: *'X--K:k *:f=* �:;K �: h::i::K:l`:R;1=:K:A:K �:1: *;K:k:K:K %K -k:k a:;F:'X.:1==Y: �: a::l:
SUMMER CAR-CULATIONS
_-= BASE __= i J =_= AS --BUILT
GLASS ----------------
ORIEN AREA x BSPM = PO1'NTS ; TYPE. SC ORIEN AREA x SPM x SOF = POINTS
--------------------------------------------------------------------------------
N 40.00 82.2• 3288.0 i SGL TINT N 40.0 S1.5 .72 1481.2
E 34.00 82.2 2794.8 SGL TINT E 34.0 107.1 .26 946.8
S 198.00 82.2 16275.6 ; SGL TINT S 126 0 98 3 45 5549 1
-------------------------------------------------------------------------------
SGL TINT S
.72.0
98.3
.25
1769.4
.15 x COND. FLOOR / TOTAL
GLASS = ADJ.. x GLASS
-
ADJ GLASS
;
GLASS
AREA
--- ------------------------------------=--------------------------------------
AREA
FACTOR POINTS
POINTS
i
POINTS
.15 1,683.00
272.00
.928 22,358.40
20,751.39
1
9,746.44
NON GLASS ------------
AREA x BSPM =
--------------------------------------------------------------------------------
POINTS
i TYPE R-VALUE
AREA
x SPM
POINTS
WALLS----------------
Ext 1650.0 '1.0
1650.0
Ext IVormWtBlock.In
4.2
1650.0
1.16
1.914.0
Adj 235.0 .7
164.5
; AdJ Wood Frame
11.0
235.0
.70
164.5
DOORS---------------
Ext 24.0 4.8
I.15.=
F
Fxt Wood
24.0
7.20
172.8
Adj 20.0 1.6
32.0
AdA Wood
20.0
2.40
48.0
CEILINGS --------------
UA 16-83.0 c,
1009.8
; Unwler Attic
19.0
1683.0
1.10
1851.3
FLOORS ---------------
Sib 113.0 -31.8
-3593.4
; Slab -on -Grade
.0
113.0
-31.90
-3604.7
INFILTRATION ---------
1683.0 10.9
18344.7
; Practice 02
1683.0
1.0.90
18344.7
TOTAL SUMMER POINTS
38,474.19
i
28,637.04
TOTAL x SYSTEM =
COOLING
TOTAL x CAP x DUCT
x SYSTEM
x
CREDIT
= COOLING
SUM PTS MULT
------------- ----------------------------------------------------------------
POINTS
; COMPON RATIO MULT
MULT
MULT
POINTS
38,474.19 .37 14,235.45
; 28,637.04 1.00 1.063
.340
1.000
10,348.61
WINTER CALCULATIONS -
*;K:k*;K*;K:KY::I::k=K:1::K:K;i::k:k;X:k:K*;K�::K*:K***'K•:K;K;k:K:k:K;k
_
BASE __= i
=_= AS -BUILT
GLASS---------------
ORIEIV AREA x BWPIH = POINTS ;
--------------------------------------------------------
TYPE. SC ORIEN AREA x WPM x WOF
= POINTS
N 40.00 -3.4-136.0.;
- ---------------------
SGL TINT N 40.0 9.6 1.1.8
453.4
E 34.00 -3.4 -115.6
SGL TINT E 34.0 -2.0 -5.04
342.7
S 198.00 -3.4 -b73.2
SGL TINT- S 1.26.0 -10.2 .12
-156.1
-------------------------------------------------------------------------------
SGL TINT S 72.0 --10.2 -1.09
800.IS
.15 x COND. FLOOR / TOTAL GLASS
= ADJ. x GLASS - ADJ GLASS ;
GLASS
AREA AREA
-------------------------------------------------------------------------------
FACTOR POINTS POINTS ;
POINTS
.15 1,683.00 272.00
------------------
.928-924.80-858.33 ;
1,440.53
NON GLASS ------------
AREA x BWPM = POINTS ;
-------------------------------------------------------------------------------
TYPE R-VALUE AREA x WPM
= POINTS
WALLS ------
Ext 1650.0
Adj 235.0
1.1 1815.0
1.8 423.0
DOORS ----------------
Ext 24.0 5.1 122.4
Adj 20.0 4.0 80.0
CEILINGS -------------
UA 1683.0 .6 1009.8
FLOORS ----------------
Sib 113.0 --1.9 -214.7
INF ILTRAT ION---------
1683.0 4.1 6900.3 i
------------------------------
TOTAL WINTER POINTS
Ext NormWtBlock In 4.2 1650.0
Adj Wood Frame 11.0 235.0
Ext Wood
Ad.j Wood
Under Attic
Lah-on-Grade
Practice #t2
24.0
20.0
3.26 5379.0
1.80 423.0
7.60 182.4
5.90 118.0
19.0 1683.0 1.00 1683.0
0 113.0 2.50 282.5
1683.0 4.10 6900.3
9,277.47 i 16,408.73
TOTAL x SYSTEM = HEATING i TOTAL x CAP x DUCT x SYSTEM x CREDIT = HEATING
WIN PTS MULT POINTS i COMPON RATIO MULT MULT MULT POINTS
--------------------------------------------------- ----------------------------
9,277.47 1.10 10,205.22 ; 16,408.73 1.00 1.063 .484 1.000 8,441.03
;k:K%I;*;K:k;K:kA::k:k:K.%X=K:k:K:K:k:1:Y:Y::K:K�;:K;K:i::k:Ka=:K;Y.'X.:K�k':K:I:�:;k:K:4_;K;I::k;K:1::K:i:;K:k:K:K:K:i::k%k;K**�:1:;K:I::K:I::K;K:k:1::K:K'X•k::K:k:K;k X::K
'WATER HEATING
BASE ___ ; __= AS -BUILT
NUM OF x MULT = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL
BEDRMS ; RATIO . MULT
- ----------------------- ------------------------------------------------------
3 3527.0 10,581.00 50 .90 1.000 3449.7 1.00 10,349.00
SUMMARY
AS-BIITI..T
COOLING HEAT I.Nd HOT WATER TOTAL COOLING HEATING HOT 1401*E2- TOTAL
PO1N'iS POINT'S i- POINTS = POINTS POINTS + POINTS + POINTS = POINTS.
14235.4 10205.2 10581..0 :35,02,1.66, ; 10348.6 8441.0 10349.0 29,138.63
------------
EPI = 83.20
4
ENERGY GUIDE
For detailed information
of the EF':l. rating number
or for any ITEM listed,
ask your Builder for EPI= 83.2
DCA Form 60OA-93
or Form 60OB-93
0 10 20 30 40 50 60 70 80 90 100
------------------------ —-------X-- ----
The maximum allowable E:PI is 100. The lower the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE. Low Efficiency High Efficiency
WINDOWS ..................... Single Tint
INSULATION ..................
Ceiling R-Value..... .... 19.0
Wall R-Value..... .... 5.0
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 .............
SINGL CLR DBL TINT
------X--------------'
R-10 R-30
---------- X------------'
R-0 R-7
--------------
R-0 R-19
ix--------------------
10.0 SEER 17.0
X---------------------'
9.7 EER 16.0
6.8 HSPF 12.0
X---------------------'
0.78 AFUE 0.90
---------------------'
0.88 0.96
X-----------------
0.54 0.90
---------------------
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:
City/Zip
Florida Energy Code for Building ConstrUctiori - 1993
Florida Department of Community Affairs
ate:
FL-EPL CARD93
r
L-ennox Objective Guide to 1 nstallation Comparison
Nisair Airconditioning Inc,.
1501 Decker Ave 0-404
Stuart, Fla
1-407-263-0904
M:K��*��*���*�:K����.w.:K*���:K*k*�:r.��:*M::K Mc�xW�:K���:K H:W wx:K *.w.:K y:.w..w.�x*�w�����•x.:KW �:K*�.w.*W:K a:W:K
08/24/98 LOGIC 1000 RESIDENTIAL LOADS ANALYSIS
KOLTER TOWNHOMESSO
PREPARED FOR: KOLTER HOMES
PREPARED BY: PHILIP MISA JR
FILE TIILE: KOLTO
DESIGN TEMPERATURES (OEUREE; F)
WINTER INSLUE 68 WINTER OUTSIDE 45
SUMMER INSIDE. 75 SUMMER OUTSIDE 91
DAILY. IEMPERATURE RANGE INDICATOR 11
DESIGN (TRAINS RELATIVE HUMIDITY 41
DEGREES NORTH LATITUDE 27
SUMMER AIR CHANGES PER HOUR 0.4
WINTER AIR CHANGES PER HOUR 0.7
ROOM - 1 WHOLEHOUSE IN ZONE 1 52 X 30
WALL 146 8 INCH BLOCK R-5 INSUL
OVERHANG:= 1.0
WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-E
TINT -TINTED SHADING -DRAPES HALF DRAWN!
SHADING COEFFICIENT = I REVEAL = 1.0
I4IN00W IC SNGLE PN CLR GLASS METAL FRM FACING-S
1INT-TINTED SHADING -DRAPES HALF DRAWN
SHADING COEFFICIENT = I REVEAL = 1.0
WINDOW 1C SNGLE PN CLR GLASS METAL FRM FACING-N
TINF-TINTED SHAD•FNG-DRAPES HALF DRAWN
SHADING COEF'FICIFNf = I REVEAL = 1.0
OUDR 100 SOLID CORE
CEILING 160 DARK R-19 INSULATION
FLUOR 22A NO EDGE INSULATION
WINTER INFILIP,ATIUN 1.71. GFM
SUMMER INFILTRATION 96 CF11 SENSIGLE GAIN
LATENT GAIN
MECHANICAL VENTILATION 50.0 CFM
PEOPLE 4 SENSIBLE GAIN
LATENT GAIN
APPLIANCES
PAGE 1
AREA BTUH BTUH
SO FT LOSS GAIN
1,197 3,963 2,119
40
.1,063
2012
90
2.39.1
1,692
50
1.328
940
24 254 136
1,560 1,902 3,307
149 2,776 0
4,337
1.724
2,731 L
1,265 BBO
1200
920 L
1200
C
01/24/7)3 to(ou 1000 RESIOENTIAL LOADS ANALYSIS
KOLIFR TOWNHOMES110
OUC1 LOSS MOLT=.20 GAIN MULr=.20
1OTAL FOR R0011 1 14,664 CU FT
STRUCTURE TOTALS 14.664 CU FT
SENSIBLE
LATENT
SENSIBLE
LATENT
PAGE 2
AREA. B WH BTUH
So FT LOSS GAIN
1,560
1,560
:3,856 3,082
23,136 18,492
5,045 L
23,134 1.8,492
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
(11.5% of Sensible load)
-----------------------------------------------------------
Version 92.10
)his Heating and Cooling Load Computation was produced using the procedures *
and tables of the Air Conditioning Contractors of America's Manual J, *
SevL-T)Lh Edition. The accuracy of th'e 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.
S ,
' ;DF;pat trfi,nt w CGmnu,tn.it> r1Y Pa r r cF4 SN: 5550
`d. FE_CIRIDA ENERAY eFf CIENCY CODF. FOP 3UIVDT.NG COhISTRUCTTON
FORM 600A-93 Residentia,l_,Component Prescriptive Method A CENTRAL
Pf2fiJEC1 NAM1i:: KOlJ'CR 1 OMES NUTI_GER: M-3 FERRIIFP CONSIRUCT10N
AND ADDRESS: TOWNHOI.10 MODEL 4D ;PERMITTING ;CL.CMAIE
P0PT `'.T L.UiC'E FL. :349;OFFJCE.: ;'7014L:: di_.i 5; _.i 6i.-
OWNER: WERMIT N0. !JURISDICTION N0.
CK
1. New construction or addition
2. Sipple fami3y 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 overhand (ft.)
7. Porch overhand length (ft.)
S. Glass area and type:
a. Clear Glass
b. Tint, film or solar screen
9. Floor type and insulation:
a. Slab on drade (R-value, perimeter)
10.Net Wall type area and insulation:
a. Exterior: 1. Concrete (Insulation R--value)
a. Adjacent: 2. Wood frame (insulation R-value)
11.Cei.ling type area and insulation:
a. under attic (Insulation R-value)
12.Air distribution systems
a. DuoLs (Insulation + Location)
13.Cool.ino system
14.Heat'.ing System:
15,Hot water system:
16.Hot Water Credits: (HR-Heat Recovery,
DHP-Dedicated Heat Pump)
17.Infi.ltration practice: 1, 2. or 3
18.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_ uil t points
b. Total Base points
1.
2.
4.
S.
6.
7.
8a
8b
New Construction
Multi -Family
0
No
1554,00
1.00
8.00
Single Pane
0 Osgft
.188.Osgft.
Double Pane
O.00sq'ft _
O.00sgft _
9a.R= 0.00 , 149.00 ft
10a-1 R= 4.20, 2456,00sgft___.
10a-2 R=1L.00, 160.00sgftv__
11a.R=1%00 , 1650.000q'ft
J2a, R= 6.50 , uncorrd
J?Type: Central. Air:
S'1=.t_R: 10.00
14. Type: Heat Pump
HSPF: ,.00
15; Type: Electric
EF : 000
16.
2
83.60
28347.11
32908.42
------------------------ --------------------
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 ; compl..ianc:e with the Florida Energy
Florida tneray Code. I Code. before construction is completed
this building will be inspected for
PREPARED E3Y: ; compliance in accordance with section
DATE, S53.508 F.S.
I hereby certify that
in compliance with the
Code.
OWNER/AGENT:
DATE:
this building .is
Florida Fnergy
BUILDING
DATE:
t�1:*'K********;1:;%*******:%:K:K:%**;K:%:1:.W.:Y-:K:%***�*k**1::K:K W.****:%Y:*:K: is*:K:1 ***:K****-1'..1::K***W.******
'
SUMMER CALCULATIONS
BASE
AS -BUILT
GLASS
----------------
ORIEN
---------------------------------------------------------------------------------
AREA x 6SPM =
POINTS ;
TYPE
SC ORIEN
AREA x SPM x
SOF-
= POINTS
N
54.00 82.2
4438.8
SGL TINT
N
S4.0 51.S
.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
77G6.H
SGI-. TINT
5
64.0 98.3
.25
1572.8
SGL TINT
S
30.0 98.3
.15
1.321.2
.15 x
COND. FLOOR 7 TOTAL GLASS
------
= ADJ.
-----------------------------------------
x GLASS
= ADJ GLASS
i
GLASS
----------------------------------------------------•-----------------------------
AREA
AREA
FACTOR
POINI S
POINTS
POINTS
S -
1,5S4.00
188.00
1.240
15,g53.60
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 1554.0 .6
932.4
; Under Attic 19.0
1650.0
1.10
1815.0
FLOORS ------- -------
i
Sib 149-0 -31.0
-4238.2
; Slab -on -Grade
.0 149.0
-31.90
-4753.1,
INFILTRATION ---------
J550.0 10.9
16938.6
Practice 42
1554.0
7.0.9E
16938./
TOTAL SUMMER POINTS
35,01.2.66
i
-----___---------------
23,195.45
------------------------
TOTAL x SYSTEM -
COOLING
TOTAL x CAP x -DUCK x
SYSTEM x
CREDIT
=-COOLING
SUM PTS MULT
POINTS
---
i COMPON RATIO MULT
-------------------------------------------------------
MULT
MULT
POINTS
35,012.66 .37 12,954.68
i 23,195.4.S 1.00 1.063
.340
1.000
8,382.17
WINTER UALCVLATIONS
BASE
AS -BUILT
GLASS----------------
, ORIEN AREA x BWPM =
-------------------------------------------------------------------------------
POINTS i
TYPE SC ORIEN AREA
x WPM
x WOF
= POINTS
N 54.00 -3.4
-103.6
SGL TINT N 54.0
9.6
1.18
612.1
E 40.00 -3.4
-136.0
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 =
ADJ GLASS
i
GLASS
AREA
-------------------------------------------------------------------------------
AREA
FACTOR POINTS
POINTS
POINTS
.15 1ISS4.00
188.00
1.240 -639.20
-792.54
1,689.65
NON KASS-----------
;
AREA x 8wPm =
-------------------------------------------------------------------------------
inumrs
TYPE R_VAl' UE
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
AN Wood
22.4
5.90
132.2
CEILINGS -------------
UA 1554.0 .6
932.4
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 1
Practice V2
1554,0
4.10
6371.4
TOTAL WINrER POINTS
9,429.76
18.692.67
TOTAL x SYSTEM
HEATING
TOTAL---x CAP x DUCT x SYSTEM
x CREDII
= HEATING
WIN PFS MOLT
-------------------------------------------------------------------------------
POINTS
COMPON RATIO MULT
MULL
MOLT
POINTS
9,429.76 t-10 10.372.74
:
18,692.6/ t.00 1.063
.184 1.000
9,615.94
I
For dn1 ailed i rr(ormation
Of the EPJr a t.i. ng number
or for any 1rEH listed.
ask Your BuiLder for
DCA Form 600A-93
or Form 600B-93
ENERGY GUIDE
LPI= 83.6
0 J0 20 30 40 50 60 70 80 90 100
---------------------------------
rile rnaxiniurn allowable EPI fs 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 ;------ X--------------
;
INSULATION.. ................
Ceiling R-Value......... 19.0
Wall R-Value......... 4.6
Floor R-Value..... .... 0.0
AIR CONDI.TIONER... .........
SUER/ELR.................. 10.0
HEATING SYSFEM..............
Electric COP/HSPF........
-Gas AFUE............
WATER HEATER ................
Electric EF..............
Gas EF.............
Solar EF..............
OTHER FEATURES ..............
R-10 R-30
---------- X-----------
R-0 R-7
R-0 R 19
:x ---------------------
10.0 SEER 17.0
9.7 Fr 16.0
6.8 FISPF. 12.0
7.0 �X-------------------
0.78 AFUE 0.90
0.00 i---------------------
0.88 0.96
0.90 ---X------------------
0.54 0.90
0.00---------------------
0.40 0.80
---------------------
I c-,er tjfy that these energy saving. features required for the Florida
1=nergY Code have been installed in this houra.
Address; Bu i Ider
o na tU r e :_. Da to
Ci ty,,7 iP_-__ -
Florl da Energy Code fior Building Construction -- 1993
IFlorida Department of Community Affairs FL-EPL. CARD93
7::k:Y.:k:Kf*:K'K
ofISE _-_ __= AS -BUILT
NUM OF x MULI = TOTAL TANK VOLUME EF TANK x MULT x CREDIT = TOTAL
BEDRMS 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- 8382.2 9615.9 10349.0 28,347.11
EPI = 83.60 x
V
LEGEND:
A
• DELTA ANGLE
NA.
- NOT RADIAL
L
• ARC LENGTH
of.
- OVEMwNG EASEMENT
CATV
•CABLE TV
ONE.
- OVERHANG MAINTENANCE EASEMENT
CR
=CATCH BASIN
ORB.
. OFFICIAL WCORD BOOK
CR.S.
• CONCRETE BLOCK h STUCCO
O/S
- OFFSET
FL
•CENTERLINE
OS.
-OPEN SPACL TRACT
CONIC
• CONCRETE
PB.
. PLAT BOOK
COV.
-COVERED
P.C.
- POINT OF CURVATURE
BE.
• ORAINAGE EASEMENT
P.C.P.
- PERMANENT CONTROL POINT
ELEV.
-ELEVATION
PDE
- PRIVATE DRAINAGE EASEMENT
LOP.
- EDGE OF PAVEMENT
P.G.E.
- PRIVATE GAS EASEMENT
E.O.W,
- EDGE OF NEATER
P.
. PARKER KAI ON NAIL
F.F.
-FINISHED FLOOR
P.O.B.
• POINT OF BIGINIIW
FIRM
-FOUND
P.O.C.
- POINT OF CJMMENCEMENT
FP.E.
- FLOOD PLAIN EASEMENT
PP.
• POWER POLE
F.P.L.
- FLOIDA POWER N LIGHT
PAN.
• PERMANENT REFERENCE MONUMENT
LATE.
-LPKE MAINTENANCE EASEMENT
PROP.
-PROPOSED
L.S.S.
. LANDSCAPE AND SHNAGE EASEMENT
P.T.
• POINT CF TANGENCY
Mn
. MANHOLE
P.UE.
- PRIVATE UT ILITY EASEMENT
NOR
- MONUMENT
R
- RADIUS
N.G.VD.
- NATIONAL GEODETIC VERTICAL DATUM
MO.
-RADIAL
yl1 1 / 91eT
R/W
• RIGHT-OF-WAY
0 ' SET 5/8• IBM HOD
SAN
• SANITARY
WITH CAP WITNESS
SB.T.
.
• SOUTHERN BELL TELEPHONE
COINED 18 e6674
SF.
• SOME FEET
a 1.0' OFFSET
T.OR
• TOP OF BAN(
O • ELECTRIC SERVICE
TYP.
• TYPICAL
0 • CATV
UE.
• UTILITY EASEMENT
Q • LIGHT POST
U.I.P.
• UPLAND PRESERVATION
0
• SET 5/8" IRON ROD WITH CAP NO. LB 6674
•
- FOUND 51W IRON HOD WITH CAP M. LB 6674
- FOUND PERMANENT CONTROL POINT
L,
-SET P-K NAIL WITH DISK NO.0 W74
♦
• FORD PHK NAIL No. LB 6674
0
• WATER SERVICES
M
• WATER VALVE
•
• SANITARY SERVICE
❑
• FOUND PERMANENT REFERENCE MONUMENT 6G74
0\
= EXISTING ELEVATION W FEET
0.00 >
• PROPOSED ELEVATIONS IN FEET
—I
• DRAINAGE FLOW INDICATOR
It
_
ISCALE 1-.30"
,2•
6693 1
LOT 13
PR
3p E ._
PROP.
C.B.
1
CB. �I
PROP.
IV
NT7°5T'
315
v. o$ ,. PRE,
2y, AN 20
N LNMF'•
zags
OE.
Ta n" 1
•
1
0
MBOYROS
FOR ON 92 'w N
ma
PROP.
It�e
Z 5.0'
69 1
UNlT nF p' [n
o
�
PROP.
LOT 12
1
PROP' N
gOVE � sD
0
,
FORMBOAROS 6D• ��$ 1 .
1
y L
I
1
3.E
9 �
Da1
m.3• UNlT ^C„ V
�. ,-•
'-+ - �8 LOT 11
Z$
1
1 `
mA°
�1,. FpRMBOPROS,a 1
,ts.4.z
�E 1-=29,92
$
M1 n
F.F. a v 1
1
e m
4".S 7i'o UNlTD' 1 PROP.
LOT 10 \
ORIBTN
6T
1
BoFORMp,
Y y 5a
PROP. ¢'
IxOVE Q
2992 \
FF. OE
lit $
0..
SD9.48'96'W I
66.93 '
0 1993.6G'
y
38?'
-
1
T.57'30°W
S� ay
PO .0
SER M
1
SEC. eT27.T
Y, Wes.
1. THIS SURVEY IS PREPARED FOR RESERVE HOMES LTD.
AND IS NOT ASSIGNABLE.
2. THE LAWS SHOWN IRON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ABC WT RECORDED ON
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
G, THIS SKETCH IS THE PROPERTY OF LAWSON, NOBLE L WEBB. INC AND SWILL NOT
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE k
WEBB. INC. IN WRITING.
7. BEARINGS SHOWN HC Qfi AS: BASED ON THE NORTH LINE OF LOT 13
WHICH HEARS N 77•5790' E AND Al L BEARINGS ARE RELATIVE TO FLAT.
8. BOUNDARY DIMENSIONS SHDVIN ME PER PVT AND, FIELD MEASUREMENT UNLESS
OTHERWISE NOTED.'
9. ELEVATIONS.9HOWNHNEUWRr BASER W N.G.VD. ADJUSTMENT OF 1929.
10. ENDS SHOWN HEREON LIE WITHIN 2GNE,K ACCORDING TO THE FLOOD INSURANCE
MP: MAP PANEL NO. I.0281-V75F ,DAPANELTED AUGUST 19, 1591
It.
IMPROVEMENTS IF'PNY ARE AS.KIUWN,
12 DATE OF FIELD SURVEY: JIBE 9.1359
CERTIFICATION: -
IMPROVEMENTS. IF Nrt. ARE LOCATED. -
NOT VALID WITHOUT ITGNATURE Nl IGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR PER%
P R. DURFO FESSIONA VEYCA MB MAPPER
✓ FLORIDA RATION NO. 4961
SHEET 2 OF 2
B273LSWd*Q B-12-99 2,05,37 Pn EST
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB H 6674 `^ %%t
Lawson, Noble & Webb, Inc.
Ga....... PI...... eunraY one
590 NW Pme°ea Bmlernq Sao 9, PortSt,Um,, Fonda 34906
156U 878-IIDD • 1. 1561N 676-= • md: hr-psbM-ic<om
Want Palm Beach • Pert ST. LMAI• • Plenl0thm
I
v
MIN SETBA
(FR01I'1
SIDES
CNR SIDE
REAR -�...
ZNG•
LEG
A
• ML I�__NA
RADIAL
R/ W
• RIGHT-OF-WAY
A •SET 5/8• IRON ROD
L
•ARC LENGTH
OE. -
0 RHAMEASEMENT
SAN.
-SANITARY
WITH CAP WITNESS
CATV
• CABLE TV
. RHANG MAINTENANCE EASEMENT
SRI.
• SOUTHERN BELL TELEPHONE
CORNER LB 16674
CA
• CATCH BASIN
OR .
ICIAL RECORD BOOR
Sr.
- SWAFE FEET
a 1.0' OFFSET
C.B.S.
• CONCRETE BLOCK h STUCCO
O/S
• OFFSET
T.OR.
• TOP OF BANK
0 • ELECTRIC SERVICE
IL
• CENTERLINE
O.S.
• OPEN SPACE TRACT
TIP,
• TYPICAL
4 • CATV
CONC.
• CONCRETE
P.B.
• RAT BOOK
U.E.
• UTILITY EASEMENT
Q • LIGHT POST
COV.
- COVERED
P.C.
- MINT OF OAVATLRE
U1P.
• UPLAND PRESERVATION
BE,
• DRAINAGE EASEMENT
P.CP.
• PERMANENT CONTROL POINT
0
• SET 5/8• IRON POD WITH CAP NO. LB 6674
ELEV.
• ELEVATION
PIE.
• PIVATE DRAINAGE EASEMENT
• FOOD 5/B• IRON ROD WITH CAP No. LB 6674
E.OP,
• EDGE OF PAVEMENT
P.GE.
• PRIVATE GAS EASEMENT
■
- FCND PERMANENT CCNTROL POINT
EO.W..
•EDGE OF WATER
PA.
• PARKER KALON NAIL
0
•SET P-K NAIL WITH DISK NO. LB 6674
FE.
• FINISHED FLOOR
P.OR
•MINT OF BEGINNING
•
• FOUND P-K NAIL No. LB 6674
FHA.
• FOUND
P.O.C.
• POINT OF CONAENCEMENT
0
- WATER SERVICES
G.P.E.
• FLOOD RAIN EASEMENT
P.P.
• POWER POLI:
M
• WATER VALVE
FP1.
- FLORIDA POWER k LIGHT
PA.M
- PERMANENT REFERENCE MONUMENT
0
• SANITARY SERVICE
LA!.
- LAKE MAINTENANCE EASEMENT
P(P.
• PROPOSED
❑
• FOUR PERMANENT REFERENCE MONUMENT 6674
L S S.
• LAMSCAPE AND SIGNAGE EASEMENT
P.T.
• POINT OF TANGENCY
O\
EXISTING ELEVATION IN FEET
MR.
• MANHOLE
P.U£.
= PRIVATE UTILITY EASEMENT
•
MR
• MONUMENT
R
• RADIUS
DOG >
- PROPOSED ELEVATIONS IN FEET
KONG.
• NATIONAL GEODETIC VERTICAL DATUM
RAO.
• RADIAL
�
. DRAINAGE FLOW INDICATOR
1
'
1 1 1 SCALE 1•-3W
2'
PROP. 1 11 / 6693' 1
30,E 11 LOT
c1
a T7
c.e. / N°5?' M
PR
U.E.
1 2GO'
O 3•
•
PROP.
Z
1 1 N
epee. N
pavE
0
1 n PROP..
G "We %O03
r
1 ZX N GT $
< i ZA
to
DR
1 J
/ 0RNK 6
1 I/ pptvE �
1� $
1 2B51
1
SURVEYOR'S REPORT:
I. THIS SURVEY IS PREPARED FOR RESERVE HOMES. LTD.
AND IS NOT ASSIGNABLE.
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
;. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ME NOT RECORDED ON
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
6. THIS SKETCH IS THE PROPERTY OF LAWSON. NOBLE 3: WEBB. INC. AM SHALL NOT
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON. NOBLE M
WEBB• INC. IN WRITING.
7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF Lot 13
WHICH SEMS N 77.57'3W E AND ALL BEARINGS ME RELATIVE TO ILAT.
B. BOUNDARY IMMERSIONS SHOWN ME PER RAT AND FIELD MEASU.YEMENT UNLESS
OTHERWISE NOTED.
9, ELEVATIONS SHOWN HEMCti ARE BASED ON NG.V.D. ADJUSTMENT OF 1929,
10. LANDS SHOWN HEREON LIE WITHIN ZONE % ACCCMIND TO THE FLOOD INSURANCE
RATE MAP PALCb N0. @@B5-02T7f , DATED AUGUST ST 19. 1991
II. IMPROVEMENTS IF A:IY ARE AS SHOWN.
12 DATE OF FIELD SLAVCY: X E 9.1999
CERTIFICATION:
IMPROVEMENTS,'1F ANY. ORE AS LOCATED.
NOT VALID W H T THE SIGNAT THE gt101 RAI EAL 0 RI
LICENSED SUR YCR AMD MM
JOIW N. ONLLEN,PROFESSIONALSUIVEYOR AND MAPPER
FLORIDA PEGISTRAIION N0. 3267
p 0R0R 1PDEN E
RE _ 30 00
F.f.EEEV�-
UNlT .•E
like ENCE
RE 30.00
FF. ELEV '
uMT ,0.
PR0 UEN E
REOSCD
S 30 00
F.F. ELEV.'
UNIT
BES1 EN3 00
ff.ELEV.P
UNIT .p
SHEET 2 OF 2
3
POP•
T 12 1
LOT
1
VACAN
1
1
1
1 PROP.
LOT I I 1
VACANT
1
1DD' 1
.9.O
PROP. 1
LOT 10
o$
VACANT
\
O
G3'
1493.66'
S E. CUCER
SEC. 27. TWP.
3G5. RGE. 39E
B27$SI.o.O 6-9-99 65150 m EST
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB N 6674 `^ `\'
Lawson, Noble & Webb, Inc.
EN°INEEPB PLA..... BVn Y11YOnB
590 MY PeaoIX BaJ—u Sole 9. Pon SI. L., Fbrb M906
1561) U?U-170)• I-15611 078-IB02. cloak N.-p54N•-.c<om
Weal Palm Beach • Port St. Lucia • Plantatlon
7' •q �
'2•Qc��wr� '1tEt?,r�lL
)N SIDE VIEW
► -i ut Tow M v 5o
PRE-7Ys
UA. GIRDER
er TRAS5 MP
(T)5/e' DIA
THRI-BOLTS
EACH GIRDER
N UELDED
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_.J. COLIPM
SEE 5Cg--DULE
@ CONNECTION DETAIL
No, DIA.
MCGNC-C ,MH
IM' NICK PLATE
HANC7R
PER TRI55 rm
(3J UT' DIA
E ANC40R5 E-SEP.
M CCNar 17M
16 GA. MTL STRAP"
&(lbd )NAILS
TO GIRDER EA SIDE
(1)UT' DIA -
TN"1-. U..+'N 5aTS
a
0
4-
/
CONNECTION DETAIL
4-
Ea
p
m—GITd7ER
TRJSS
'u
SOUD BLCO2r. AS IEOD.
E¢
@_
w
PACE OF LOLLM
a
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4' rIM _ZMEDrE(T rrP.
— '—� P'
Fig-ENi Xm TRZEFS
(4 ) NAILS EA SIDE
U4' A-36 STEEL PLATE
ALL PLATES UELDED
UYFtLL PxrRA11CM US 0
(115/e' DIA
E(PANSILN ANCbM
61riM ErlEtrmw
OR
VARIES COORDM4TE
RIS
S TUT'
1 UT' UY MR
- iL--mAM OR BOND EFAM
PLIFTMrTER VALUES
2 �m EIRDERS
(1) I2' DUL ANC;CR 5005 35e0'
a) 5/e' D14 A4LNOR BOLTS 504V
MT M' DIA ANC14OR BOLTS 5040'
ALT. DETAIL
i OR 4 I'm"mzR GITd')�r.5
(11 UT' D14lJi�iR EOL75 35e0'
l215/e'D14 ANOCRW;M 5OLT2-CUS
7
T60'
(T13N' DUi AN:FIGR BOLTS 7160'
ai CONNECTION DETAIL
F7.N
TGONNECTION, DETAIL
PI�T-ETYaRvi�7J UCGD
R7CF TRUSS a 24' O/C
SP PSCN ranee
l 5° II15�. J
(E' SCk FOR NAILM)
71E 55AM
Sia'c%
ALLgL56
qy x i-1/1
&Tp;
bd x 1-VI
bd
ex CONNECTION DETAIL
3
[RUM UuUWASSUI 14073342138
07-02-99 1U:12AP1 IU 15619975121
456 P.7/9
U 017is1
J7&1
7.000
1.500
NAILED
7.000
22.7135
285
---=---------------------------------------------------------------------------
CJ5
5.000
8.000
WALL
0.000
19.667
391
A -200
CJ5
5.000
1.500
NAILED
5.000
19.667
56
Oj -200
CJ5
5.000
1.500
NAILED
5.000
21.951
193
---------------------------------=---------------------------------------------
CJ3 3.000
8.000
WALL
0.000 19.667 291 /� -200
CJ3
3.000
1.500
NAILED
3.000
19.667
28
A -200
CJ3
3.000
1.500
NAILED
3.000
21.118
101
--------------------------------------0-------------------------------
CJ1
1.000
8.000
WALL
.000
--------
19.667 243 f+ -200
CJ1
1.000
1.500
NAILED
1.000
19.667
14
-200
CJ1
1.000
1.500
NAILED
1.000
20.285
49
--------------0-----------------------------------------------------------------
i71
2.000
24.000
WALL
0.000
24.906
220
-------------------------------------------------------------------------------
V2
4.000
48.000
WALL
0.000
24.073
424
-------------------------------------------------------------------------------
V3
6.000
72.000
WALL
0.000
23.240
644
------ -------------------------------------------------------------------------
V4
8.000
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
UPl=Ir-Te N41L.INC-; eCHEDUL.E
SPAN
GROUP
TYPICAL
UPLIFT
SEMCO
MODEL
NO. or -
Im-d NAILS
REMARkS
0
45m
TAPR216
4
O55m
TAPR216
4
O500
TAPR216
5
O1100
TAPR216
9
O1339
TAPR216
10
O2400
TAPR216
Im each
2 STRAPS
O550
RTf GA816
4
` C? C� t��M P N.t�
12Cqk
ac-* -PV P f4 k461A F�
UNI-c
SUPPORT REPORT JOB DESCRIPTION:
WIND CODE: SBCCI-1991
WIND
MPH: 110
YPE: CLOSED
m=-ae=cee=ec=o=enxeceevcxaaamsma-�--�-v�x�xxx>=moe=eo�ss�=er�v
TRUSS
TRUSS SUPPORT SUPPORT
BEARING BEARING REACT.
x---�x�xxm
MAX WIND
DESC
SPAN-ft
SIZE -in.
TYPE
XLOC-ft.
YLOC-ft.
MAX.+#
UPLFT.-#
FG1
14.771
7.250
WALL
0.000
9333
11992 �
GEiA�Ly
-4620
FG1
14.771
5.000
WALL
16.604
13..562
13639
-5430
---------------------------------
FG3
4.438
7.250
----------
WALL
---
0.000
-----------------
10.333
538
------
----
-240 ---
FG3
4.430
10.000
WALL
3.604
9.333
184
-180
-------------------------------------------------------------------------------
Al
33.500
16.000
WALL
0.000
9.333
482
-910
Al
33.500
236.000
WALL
7.833
9.333
2930
-900
1
33.500
3.000
WALL
33.250
11.667
453
----------------------------------------------------------------
A2
33.500
8.000
WALL
7.833
9.333
2241
------------
�.
-1120
A2
33.500
8.000
WALL
26.833
9.333
1306
G
-650
A2
33.500
3.250
WALL
33.229
11.667
323
A
-180
------------------------------------------------------------
A3
39.063
8.000
WALL
7.833
9.333
2812
-
-1290
A3
39.063
66.250
WALL
33.542
9.333
1575
-870
7 ------------------------------------------------------------------------------
A4
39.063
8.000
WALL
7.833
9.333
2841
-1380
A4 '
39.063
3.000
HANGER
38.813
13.609
1546
j7
-870
-----------------------
AS
39.063
- ------------------------------------------------------
8.000
WALL
7.833
9.333
2841
�i
-1380
A5
39.063
3.000
HANGER
38.813
13.609
1546
D
-870
-------------------------------------------------------------------------------
A6
39.063
8.000
WALL
7.833
9.333
2841
-1380
A6
39.063
3.000
HANGER
38.813
13.609
1546
D
-870
------------------------------------------------------------------
A7
39.063
8.000
WALL
11.833
9.3-13
2841
---------
13-8--0
A7
39.063
3.000
HANGER
38.813
13.609
1546
fi
-870
------------------------------------------
A8
39.062
8.000
WALL
I----------------------------------------
0.000
9.333
2256
-1050
A8
-------------------------------------------------------------------------------
39.062
3.000
HANGER
38.812
13.609
2130
D
-1050
A9
39,062
8.000
WALL
0.000
9.333
2271
-1050
A9
---------------------------------------------------------------------
39.062
4.000
WALL
39.000
13.562
2145
�j
A10
39.062
8.000
WALL
0.000
9.333
2271
D
--_1050---
-1050
4.000
WALL
39.000
13.562
2145
J�
-1050
-A10-----_39_062
All
------------------------------------------------------------------
39.062
8.000
WALL
0.000
9.333
2271
-1050
All
39.062
4.000
WALL
39.000
13.562
2145
-1050
=------------------------------------------------------------------------------
'Cl
20.938
251.250
WALL
0.000
9.333
2287
F
-243.0
---------------------------------------------------------------------------
C2'-
20.938
3.000
HANGER
0.000
9.333
1135
G
-680
C2
20.938
3.250
WALL
20.667
17.463
1168
G
-730
----------------
C3
---------
20.938
---------
3.000
---------
HANGER
---------
0.000
---------------------------
9.333
1135
G
-680
C3
-C-------=---------------
20.938
3.250
WALL
20.667
17.463
1168
G
-730
20.958
--------
3.500
----------
WALL
---------
---------------------------
C4
-----------------------------------------------------------------G
20.667
13.562
1154
�i
-710
Dl
17.313
8.000
WALL
0.000
9.333
1711
-----_------
670
D1
17.333
8.000
WALL
16.667
9.333
1688
C.
-960
---------
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
-------------------------
El!'
8.000
----
96.000
---------
WALL
--------
0.000
----------
19,667
--- ------
880
-----
A
-270--- ----
-------------------------------------------------------------------------------
R6
7.333
68.000
WALL
0.000
9.333
807
-2740
-----------
HR-3
------------------------
4.243
.314
11.500
--------------------------------------------
52
334
-200
-HR3
4.243
NAILED
4.243
9.333
A
-200
HR3
4.243
1.500
NAILED
4.243
10.778
122
-+-----------------------------------------------------------------------------
CJ1
1.000 8.000 WALL
0.000
19,667 243
CJl
1.000
1.500
NAILED
1.000
19.667
14
-200
CJ1
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
py
-200
J3D
3.000
1.500
NAILED
3.000
10.785
101
IKUN UUM113DUL 19Ui izidU
UI:J1Z-UV IU: IN F fU_ 1SUlM/S/Z1
a5U P.M
e===oovvvcvcc========vv===e==c====eee====ee===-
SUPPORT
REPORT JOB DESCRIPTION:
=====v
UNIT
B
WIND CODE: SBCCI-1991
WIND
MPH: 110
PE: CLOSED
________________________
TRUSS
TRUSS
SUPPORT
SUPPORT
BEARING
BEARING
REACT.
fir;
MAX WIND
DESC
SPAN-ft
SIZE -in.
TYPE
XLOC-ft.
YLOC-ft.
MAX.+#
UPLFT.-#
9.333
11080
FG1
-------------------------------------------------------------------------------
14.771
6.000
WAL.250 L
14.271
13.562
129646
UETpllh -0 5170
FG3
4.438
7.250
WALL
0.000
10.333
538
A
-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
XL
33.500
3.000
WALL
33.250
11.667
441
D
-900
-------------------------------------------------------------------------------
A2
33.500
8.000
WALL
0.000
9.333
1550
-740
•A2
33.500
8.000
WALL
26.833
9.333
2007
-060
A2
3.000
WALL
33.250
11.667
308
-------- --33_500
A3
----
39.062
-------------
8.000
----------
WALL
---------
0.000
-------
9.333
------
1404
- ----_180---
-570
A3
39.062
81000
WALL
26.833
9.333
2763
-990
A3
39.062
66.750
WALL
33.500
9.333
221
Q1
-360
-------------------------------------------------------------------------------
A4
39.062
8.000
WALL
0.000
9.333
1105
%
-740
A4
39.062
65.814
WALL
26.833
9.333
2944
-1150
A4
39.062
3.000
HANGER
38.812
13.609
337
A
-280
-------------------------------------------------------------------------------
A5
39,062
3.000
HANGER
38.812
13.609
2131
-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
O
-1050
A7
39.062
3.000
HANGER
38.812
13.609
2130
-1050
------------------------------------------------------------------
A8
39.062
8.000
WALL
0.000
9.333
2256
-------------
-1050
A8
39.062
3.000
HANGER
38.812
13.609
2130
-1050
------`----------------------------^-------^-----------------------'------------
A9
39.333
8.000
WALL
7.833
9.333
2841
-1380
A9
39.333
3.000
HANGER
38.812
23.609
1546
-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
--1----------------------------------------------------------------------------
C1
20.9--
WALL
------
2-4-1--0
20.938
-------
3.000
HANGER
-----
0.000
-----
9.333
----
1135
G
-680
C2
20.938
3.250
WALL
20,667
17.463
1168
G
-730
---'-----------
C3
---------
20.938
---------
3.000
---------
HANGER
---------
0.000
-------
9.333
--------------------
1135
G
-680
C3
20.938
3,250
WALL
20.667
17.463
1168
G
-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
----------
C5
----------
20.959
---------
8.000
--------------------------------------------------
WALL
0.000
9.333
1242
-660
C5
20.958
3.500
WALL
20.667
13,562
1154
G
-710
-----------------------
D1
17.333
--------------------------------------------------------
8.000
WALL
0.000
9.333
1711
G
-670
DI
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
-------------------------------------------------------------------------------
El_
6.000
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
HR3
4.243
1.500
NAILED
4.243
9.333
34
A
-200
HR3
4.243
1.500
NAILED
4.243
10.778
122
'--'--;--------------------------------------------------------------
CJl
1.000
8.000
WALL
0.000
19.667
243
---------
-200
CJl
1.000
1.500
NAILED
1.000
19.667
14
A
-200
CJl
1.000
1.500
NAILED
1.000
20.285
49
-------------------------------------------`-------^^^^--^---^^^----
J3D -
3.000
8.000
WALL
0,000
9.333
291
p
---------
-200
J3D
3.'000
1.500
NAILED
3.000
9.333
28
A
-200
F W911
UuMASSOC 140'/3342139
07-02-99"10a0AM TO-- 15619975721
450 P.1�9
"I- ,
IN
UIT �
--------------------------------------------------------------------------------
V10
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
11.778
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
-1 -----------------------------------------------------------------------------
V14
4.791
57.495
WALL 0.000 13.740 448 A -200
-------------------------------------------------------------------------------
V15
6.791
81.496
WALL
0.000
12.906
668
5M6TAkL5, -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
------4------------------------------------------------------------------------
V24
-------------------------------------------------------------------------------
5.129
61.550
WALL
0.000
20.740
564
Ui�Lll=i'� N�41LIN�a+ �CH�>�uL�
SPAN
GROUP
TYPICAL
UPLIFT
SEMCO
MODEL
NO. OF
10-c1 NAILS
REMARKS
O450
TAPR216
4
O550
TAPR216
4
(500
TAF'R216
5
O1100
TAPR216
9
O1333
T.4PR216
h
O2400
TAPR216
10 each
2 STRAPS
O550
RTPGA816
4
I RUII UuOVdASSUC 14U 1334213U o-u-99 10:11AM 10 15U19975121 =58 P. 4/9
l.o yc - • -
SUPPORT
REPORT
JOB DESCRIPTION: UNIT
WIND CODE: SBCCI-1991
WIND
MPH: 110
BLD
PE: CLOSED
am�� mmmama maa mm===a=ac=a====-c-x=====a=_..m--------=m=m-=-v=--x=r.
�======a=G=vG=
TRUSS
TRUSS
SUPPORT
SUPPORT
BEARING
BEARING
REACT.
MAX WIND
DESC
SPAN-ft
SIZE -in.
TYPE
XLOC-ft.
YLOC-ft.
MAX.+#
_+
UPLFT.-#
3 CG C G
�.
G � GGGGr_r _._
vvCv C
E1
8.000
96.000
WALL
0.000
19.667
880
A
-270
------------------------------
H8
34.667
416.000
WALL
0.000
19.667
3903
-
-------------------------------------------------------------------------------
H9
34.667
8.000
WALL
0.000
19.667
1964
PA
-910
H9
34.667
8.000
WALL
34.000
19.667
1992
-160
H9
34.667
1.500
NAILED
34.542
18.167
284
F
-2570
-----------------------------------------------------------------
H10
34.667
8.000
WALL
0.000
19.667
1984
-------------
-920
H10
34.667
3.000
HANGER
34.417
19.819
1919
-830
-----------------------------------------------------------------
Fill
34.667
8.000
WALL
0.000
19.667
1998
----- -
Q
-40----
Fill
34.667
3.000
HANGER
34.417
20.228
1905
8-
-
----------------
H12
---------
34.667
--------
8.000
----------
WALL
---------
0.000
--------------
19.667
1998
-----
- -930 ---
H12
34.667
3.000
HANGER
34.417
20.642
1905
p
-840
------- ------------------------------------------------------------------------
H13
34.667
8.000
WALL
0.000
19•.667
1990
D
-930
Ha3
34.667
3.000
HANGER
34.417
21.058
1906
.p
-850
-----------------------------------------------------------------
H14
34,667
8.000
WALL
0.000
19.667
1998
------ -
-990--- ---
H14
34.667
3.000
HANGER
34.417
21.472
1905
-860
----------------
H15
---------
34.667
--------
8.000
----------
WALL
---------
0.000
-------
19.667
-------
1998
------
-940
-=860
HIS
-------------------------------------------------------------------------------
34.667
3.000
HANGER
34.417
21.429
1905
H16
34.667
8.000
WALL
0.000
19.667
3926
-1730
1116--_--_34.667
3.000
HANGER
34.417
21.073
4138
-'--
K1
-----------------------------------------------------
20.333
7.990
WALL
0.000
19.667
2279
------_1780
b
------
-1020
K1
-------------------------------------------------------------------------------
20.333
8.000
WALL
19.666
19.667
2279
p
-1020
1736255E
K2
20.333
8.000
WALL
19.666
19.667
VETAILS
-3240
-------------------------------------------------------------------------------
Ll
4.333
1.500
NAILED
4.208
9.333
468
A
-200
-----------------------------------------------------------------T-------------
I42
4.333
8.000
WALL
0.000
9.333
349
{}
-180
L2
4.333
1.500
NAILED
4.208
9.333
202
{i
-180,
--'-------------------------'-------------062-
HR7K
9.899
11.314
WALL
----
0.
-----------
19.667
---------------
1016
------
-520
HR7K
9.899
1.500
NAILED
9.899
20.986
709
-470
HR7K
9.899
1.500
NAILED
9.899
22.797
333
-----
HR31; -----------
---------
4.243
--------
11.314
----------
WALL
---------
0.063
-------
9.333
------
272
--------
--
-200----
HR3L
4.243
1.500
NAILED
4.243
9.333
47
A
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HR31,
4.243
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4.243
10.778
160
------------------------------------------------------
J7K
7.000
8.000
WALL
0.000
19.667
481-280
-
J7K
7.000
1.500
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7.000
20.986
96
-240
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7.000
1.500
NAILED
7.000
22.785
282
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J7K1
7.000
--------
8.000
----------
WALL
---------
0.000
-------
19.667
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385
-----------
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J7K1
7.000
1.500
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7.000
21.042
95
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-240
J7K1
7.000
1.500
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7.000
22.785
290
---_------
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---
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J7K2
7.000
5.500
WALL
0.208
19.667
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7.000
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20.986
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7.000
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7.000
22.785
279
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J3L
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9.333
203
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3.000
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9.333
32
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3.000
1.500
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3.000
10.785
117
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CJ5K
5.000
8.000
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0.000
19.667
374
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5.000
1.500
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5.000
20.579
66
A
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5.000
1.500
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5,000
21.951
200
----------------
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5.000
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0.208
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19.667
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264
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5.000
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20.579
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21.951
198
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1.500
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10.785
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0.208
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3.000
9.333
33
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3.000
1.500
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3.000
10.785
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8.000
96.000
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0.000
20.684
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0.000
21.517
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16.000
192.000
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10.128
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V20
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12.000
144.000
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0.000
10.962
1194
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1.792
21.500
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0.000
19.438
134
----------------------
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3.792
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5.792
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10.493
574
UPIJ IPTe N41LINC;; SCHEDUL-E
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12.667
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2124
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14.000
168.000
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0.000
9.333
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760
F2
19.167
4.000
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9.333
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19.167
8.314
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13.307
9.333
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3.000
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18.917
9.333
355
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F3
19.167
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4.000
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19.167
8.314
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13.307
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18.917
9.333
264
------------------------------------------------------------
F4
--
19.167
4.000
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0.000
9.333
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552
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19.167
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11.333
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19.167
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16.917
9.333
353
,
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G1
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26.667
8.000
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0.000
19.667
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26.667
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26.000
19.667
3027
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G2
26,667
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19.667
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26.667
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26.000
19.667
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34.667
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34.667
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19.667
2011
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34.667
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34.417
19.667
1893
p
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34.667
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0.000
19.667
2011
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34.667
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34.417
19.667
1893
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H4
34.667
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0.000
19.667
2010
12
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34.667
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34.417
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1893
p
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34.667
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19.667
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34.667
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34.417
19.667
1905
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34.667
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34.417
19.667
1905
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R1
7.000
8.000
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0.000
9.333
489
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7.000
3.000
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6.750
9.333
355
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7.000
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0.000
9.333
497
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12.451
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22.778
291
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7.000
8.000
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19.667
497
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7.000
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7.000
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22.785
278
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20.162
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21.118
115
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0.208
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