HomeMy WebLinkAboutSUBMITTED PAPPERSTja&waw elA�llcL' j T aWle, TKO., ✓m.
d 2160 Reserve Park Trace
Port St. Lucie, Florida 34986
(407) 468-4604
Date: \
SCANNED
BY
St. Lucie County
Callaway Land and Cattle Company hereby assigns $ f;D a- 00
from its mid Impact Fee Credit Agreement 93-02, to:
\e��•• or00 it
for the purposes of constructing: (Check one)
Single -Family Dwelling
Multiple -Family Dwelling (# of Units: )
Commercial/Industrial (square feet )
other ( - )
This credit shall be for the following specific property:
Subdivision:
Lot: � Block-
(attachseparateseparate legal description if necessary)
Property Tax
Assigned by:
Callaway L d & Cattle Co., Inc.
TO BE COMPLETED BY ST. LUCIE COUNTY
Received Date: Credit Assign Numb: CAL-93-02- 0I7 D
Last Assign.Number: CAL-93-02-
Credit amount available:
Credit used this assignment:
Remaining credit amount:
Building Permit Number: �(, nl - O I l y
Reviewer:
Date entered into Master Log:�aJ�.97
Approved- Date:
a.
{ 01-05-96
60601903.15
DETAILED REPORT FOR ENTIRE HOUSE
-epared For:
Prepared By;
.L. BUILDERS
TRACY
aDDLEBROOK
TRACY D STEELE A/C INC.
)RT ST LUCIE FL 34952
Job Name: M.L.-LEDFORD
EXPOSURE
-ASS NORTH SOUTH EAST
WEST NE/NW SE/SW HORZ.
TOTAL
-----------------------------------------------•---------------------------
4REA i 42: 73: 272:
58: 0: Oi
Oi 445
-DOLING i 806: 1,402: 14,198:
3,028: 0: 0:
0: 19,434
BEATING i 840i 1,4591 5,4381
1,160: 0: Oi
— -----------------------------------
Oi 8,896
--------------------------------------
BELOW
4LLS NORTH SOUTH EAST
WEST NE/NW SE/SW GRADE
TOTAL
-----------------------------------------------------------------------------I
AREA i 398: 367: 4211
572: Oi Oi
Oi 1,758:
COOLING i 646: 596: 684i
929: 0 Oi
Oi 2,854
HEATING i 1,601: 1,476: 1,6941
-----------------------------------------------
2,301: Oi 0:
Oi 7,072
--------------------------
OORS NORTH SOUTH EAST
WEST NE/NW SE/SW
-------------------------------------
TOTAL
-------------------------------------
AREA i 0; Oi 0:
631 0i 0:
i 63
COOLING Oi Oi 0:
199i Oi Oi
i 199
HEATING 0: 0: Oi
300: Oi Oi
---------------------------
i 300
------------------------------------------------
LOOR AREA
COOLING HEATING
------------------------------------------------------------------------
2359
0 i 4,672
--------------------------------------------------------------------------
EILING AREA
-------------------------------------
COOLING HEATING
— -----
------------------------------
2359 i
------- — -----------------------------------------------------------------
1,140 i 3,191
MISCELLANEOUS COOLING LOADS
---------------------------
-eople Sensible Load 900
Latent Load
4,265
ights & Appl. Load 4,096
Latent Safety Btuh
213
'entilation Load 1,650
Duct Heat Gain 5,237
.nfiltration Load 7,136
sensible Safety Btuh 1,870
"OTAL SENSIBLE LOAD 44,516
TOTAL LATENT LOAD
4,478
summer ACH 1.00
Temp. Swing Mult.
1.00
*** Total Cooling Load 48,994 BTUH Or 4.08 Tons ***
MISCELLANEOUS HEATING LOADS
Infiltration Load 13,320 Ventilation Load 3,080
)uct Heat Loss 3,648 Safety Btuh 2,027
linter ACH 1.00
** Total Heating Load 46,207 BTUH ***
I
, f .5iyyM• �'''a� '.\.: :dot} •..' :... n a � O 'S..'.
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LAJ
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E:�''r,-,a')t"...__[f�71.�• �.�.Ki�Y" �- ',•T:Zat'• h. O ^R�'nl• !�(!`(c.-li'-• �..:.. t' rri�• Q:
ti L'�'. A-ter.1i �rq'u..'!3`M'�"'N�O':'?•-f .• �nn♦a s•.•'� O 1•••
.. lam•= "" �'i:-.: �•'� .. }' ch
.7
Y
.t A • • r ri
'.i 'J •�3
ST." LUCIE COUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT ".
2300 VIRGINIA AVENUE, ROOM'201 I "
FT. PIERCE. FL. 34982-5652
407-462-1553
DESIGN CERTIFICATION FOR WIND LOAD COMPLIANCE
-This Certification is to be completed by the project design architect or engineer. This Certification Dust 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.
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 checlr or complete the appropriate box
1. BUILDING CODE EDITION USED (TEAR) Iq9 I SBCCI ASCE 7-88 OTHER (SPECIF1)*•gam-c%
3, BUILDING DESIGN IS (CHECK ONE) ENCLOSED _� PARTIALLY ENCLOSED I OPEN BUILDING
3. BUILDING HEIGHT: 2-2— FT 4. WIND SPEED USED IN BUILDING DIESIGN2Lkar' 110.MPH
5. WIND EXPOSURE CLASSIFICATION (REFER TO EXPOSURE TABLES IN BUILDING CODE IDENTIFIED IN LINE 01): _ "" tom% , �C)�
8, AVERAGE WIND VELOCITY PRESSURE ON EXTERIOR FACES OF STRUCTURE:
4 PSF
7, PEAK WIND VELOCITY PRESSURE ON EXTERIOR FACES. OF STRUCTURE:
I_ PSF
8. IMPORTANCEIUSE FACTOR (OBTAIN FROM BUILDING CODE): I
B, LOADS: FLOOR !J10 PSF ROOFIDEAD: I S PSF
ROOFAJVE: , �O PSF
10. WERE SHEAR WALLS CONSIDERED FOR STRUCTURE (CHECK oW YES �� NO
If NO, why? (attach
explanation)
11. IS A CONTINUOUS LOAD PATH PROVIDED (CHECK ONE) YES NO
If NO, why? (attach
explanation)
12. ARE COMPONENT AND CLADDING DETAILS PROVIDED (CHECK oral YES _� NO
I If NO, why? (attach
explanation)
13. MINIMUM SOIL BEARING PRESSURE: 'Z O� PSF I
`,```rglHrurrNrrrrr
AS WITNESSED BY MY SEAL, I HEREBY CERTIFY THAT THE INFORMATION IN
iIt`I f/1II�jr1 r�
CERTIFICATION IS TRUE AND CORRECT, TO THE BEST OF MY KNOWLEDGE AND B'
I'EE,(•
NAME: CERTIFICATION NO:
IIa PE0023898
• STATE Of
,e
GEA1, HERF
FIRMb DATE:
%���d j ., 0►t�
1rDESIGN
rWAY
'yr�� k f D\
5021 S.E. INKWOOD �
rnrnel
HOSE SOUND. FL 33455
\
ST. LUCIE COUNTY
BUILDING DEPARTMENT
ELECTRICAL RELEASE AGREEMENT
APPLICATION DATE
OWNER Sc..C_K 1 �ii-(.�pr�] PRONE "/G(o S4�gOt�
CONTRACTOR p//Z�/-�(,(i� �S/ PRONE _ ��p 4
BUILDING PERMIT NUMBER RECEIPT NUMBER
ADDRESS /
PERMIT DESCRIPTION
RELEASE OF ELECTRICAL POWER IS REQUESTED FOR:
REASON:
NUMBER OF METERS REQUESTED I__-_
ACKNOWLEDGMENT AND AGREEMENT:
Release of electrical power is requested for the above stayed purpose only. There will
be no occupancy of any type, other than that permitted by construction during this time
period.
As witness by my signature, I do hereby agree to abide by all the terms and conditions
of this agreement, including Building Division Policy, which is incorporated by
reference as herein. I do further agree and permit St. Lucie County to have electrical
Power disconnected for any violation of this agreement.
I (print)gt} k``ao n intending to be legally bound, hereby release
and agree to hold harmless, St. Lucie County and their employees from all liabilities
and claims of any type or nature which may arise now or in the future; c-ut of this
transaction. Including any damages I may incur due to the disconnection of electrical
Power. I further agree to indemnify St. Lucie County and their employee from and
against any claims, damages, losses and expenses including attorney's fees arising t
Of, or resulting from the execution of this agreement
APP ICANT AT•
{/PERMIT QUALIFIF:"�)
Building Codes Supervisor DATE
Mary Diane Carey
(Tx MY COMMISSION # =4444 EXPIRES
`•' S�l " March 28, 2000
.�'`�` BONDEDTHRU TROY FAIN DaURANCF, IND,
Sworn to and subscrited before
me this _X 7y _ day of
19
Notary 11ub1iC� --
State of Florida
toy commission
D C C U P A N C Y I fi 17 O T p li {2 t4 I T 'P E U
Y
7Ar
O 3, U: BAR
STRUT -!rC i
"
FOAMCORE
BOTTOM BRACKET
13 OL (AN 1115L) NOT VIPPM CALVAMZED
PART NM 100221
NYLON SHORT ROLLER
OR 7 BALL STEEL ROLLER
PART N&I I
N- -- I
N
TOP BRACKET
16 .060027L) NOT OrM CALVANM
U'rkil 10
13 16'
4- ltfl
114- 101111' 1
15- 1-3/417
115- 3X
RESIDENTIAL-'.Ht4GE..--*-
NARROW BODY HINGE
2 % 14 OX (.071 WL):Mt OIPM VIVAMnD • Ila -QX (.045 WL) NOTNOT ORPED G&VANM
A,R100510..i PART NM 101ZM
s lose DOOR = IESIM 70 110 UM
FOAMCORE — MODEL 37
16' WIDE
T. Sh1mL 2/27/2S OF?
;W.-
0. WORSOUP. P.E. VAMS 101
UTES MAY BE LWAIM IN M
TOP OR '*= SECTIM SS! CLAM
mmi WACT STYRENE FR%g ASSEWDLY.
FWII�� I Iskillm -
m
�-G" HIGH
7 6:-0* HIGH 4)1
_6• • NM 41.
eeoo Nam (OPTIMAL)
eooeLOUVERS TO BE LOCATED IN THE END PANELS
Or IM WrIOM SECIM (.060• ALLMOM)
APPROVED BY: 444W,� 3V-3 '3
0 lGzg DOOR SIZE TESTED TO 110 WH
FOAMCORE - MODEL 37
LITE & LOUVER OPTIONS 1--1;7-37-2
-0 " . .-.. IMC . IWI . .e .
VARIES I lat
I
(
TEK
PER
rI
TOP STIFFNER
TEIt,4 FASTENERS
v ; p PER EACH Ir PEM OF ..
r u we
.(2) 1(4-20 1, ?g IA
1 OA. ((0N6 Y01 J• s** 7E71fRi
'ED GALVANIZED .i� Ta FAS
PER STIE FOR EACH
�- r O BM- 20 GA. (.036 ►6N) a�
0-6o HOT DIPPED VAMZED .
(2) PER EAW SEGTNUL. :
Mort 1. 6'-W KCH DOORS ARE D SEUMIS-H
2. 6'-r a 7—D' 16OI DOOW4 SEOiRI
1 ALL HOT -DIPPED OALVANI2E2 HARDW
4. DOORS k HARDWARE -UM OR•EI=
AN9 /102-1976 SPEORrAIN20•-!:t
i. •;;
k:
APPROVED BY:
r D BAR - 20 OA- CAN 10
*A 0-60 HOT DIPPED LVAH=
6' 1010 ME OF
s u BAR
1,
DETAIL C—C
h
'
ASTRAGAL
�. '•
IS HNOI °'
tE
'
... Isms DOOR SIZE -TMO tD 110 IIPN
f'
-.FOAM CORE MODEL
37
'
161 WIDE ` �• J9F sT-:
P.E.
VARIES I I.1
TOP V;mw
J14-20 ■ 7 LG 1�SCREW—
[L/�-20a0 MOL
�ti�HH�
14/ GAUGE HH=
�2j RE0 E AT EACH S
SCREWS
20 9 A AM 2233/4IR uux162
BOTTOM BRACKET
PVC ASTRAGAL
I
-I..• i 3 t6: a 3 160 LO BREAKSTEH r
EACN S AT EVERY SAND TTLEEY II ••
11
LocAntai
1 : • . 1'11 . (2) PIERCE POIN seRExs
STILE ATTACH. DETAIL
- i.
F ti.
•. . ��J• �� :� ��' .�`'i • • 16a6 DOOR S ZE TESTED TO 110 MM
�•. t& FOAMCORE - MODEL '37
16 WIDE jsF—S7-2
•�—RY. Smuslnu 4oT7
APPROVED BY: . 9 39. 2¢�?' •�.. i' '" D. uoxsouR, P.E. `_ VMS
I `EACH __7K8-LA lE,c SCAEIfs
10 CAUCE KAMM HHM —
1= (Cp"K)
e
r
. sEctwH uu�-uh`
7 0- lad:
- fi; 2LL
i�
'.
IIOItS
Y
. t ese DOOR SIZE TESTED 10 110 WH
' •'FOAMCORE - MODEL 37
16' .WIDE +Sv-37-2
APPROVED BY: 9(30 �93 ; �R T. sH"" ° 2"' 'a' a Dv 7
VffHSd1R- ..E. ��
,,.�.. Irn` VARI[S isi
FLAG ANGLE�3P- (2)3 4• La Tt81S5 HEAD BOLT
13 G& 058 MN) 1-1/2' 2 1:-1/2• t 6D•
ND1620NTAL ANGLE RESISTANCE
M0.1TRACK
N016ZCf1TAL TRACK (.054 MIN)
'•
0-60 HOT DIPPED GA4VANIZED
PART NO. 103223 (12 RADIUS)
:•'T
'
t 4-20 a /16" LG TRACK BOLTMIT
1
(2) REQUIRED
//
• '
(4) BETS RACKFOR 6'-G' k 7-0' NIGH DOORS
FOR C-O' NIGH DOORS
—�
•
4 BRACKETS
LOCATE CENTER JAMB BRACKETS
.4
- `' • r ; • ` �. •..
AT RMER LOCATION.
.0 1a;
VERTICAL TRACK (.046 MN)
=I
O-9T NOTE DIPPED GALVANIZED
t
E
-
•..
(
16 GA. (•OS4• MN) CENTER JAMB
.. '
(
BRACKETS ((0-60 NOT DIPPED
•;
OA rANZED) BOLTED VATH (2)
1/4-20 it 9/16' BOLT h NUT.
-•� , • :'{
LOCATED NN MOM NOT SLOTS
.
:a•': .
5/16• K i 5 LO HEX WASHER
LEAD L AO SCRE 1ID(m
REOURED EACII SIDE
j ;:};••">:
•
1L1•.r1 ;•I..
16 GA. (.054' 1" JAMB BRACKET'
MYE79D THTH (2) 1/4K_S/16 -
SERR. RIVETS PART NO. 124512
ism P-C Now Dow TO WIVE DOUBLE
•s t. i; j•• •.
LAO ICHM N 60I10Y JAMB BRACKEt.
..
., ..
RESIDENTIAL TRACK DETAIL
(BMW);:
APPROVED BY:. i
FASTENED T6IN 5/16 s 1 S/S
W SCRER.
'16 OIL (A54 UN) 0-50 NA 0f
PART NM I25t3S
Y VEInr-AL TRACK 15 GA. (A4T
COMMERCIAL QUALITY STEEL 0-60
HOT DIPPED CALVAMZED
SECTION:'"B=B"
FASTENED VAIN S/1C s 1 5/6'
LAD SCREM.
iJ� (�101TLW) 0-60 HD. O PART N0. 115125
t VERTIM TRACK IB CA (.04L
009MOtMAL DUALITY STEEL 0-60
NOT DIPPED CALVAMZED
:.SECTION "B-BII (ALTERNATE)
• leas DOOR STLE TESTED 70 110 MPH
.. FOAMC)RE TRACK
169 WIDE 37-:
P.E.
1.1
PRODUCT TESTEh:Foamcore Raised Panel Model 37 16'-0" x 8'-0"
TEST NUMBER:WC93.009-110
SST REQUIREMENT: To remain intact at a simulated 110 MPH Wind load
DATE: 9-1-93
DESCRIPTION OF PRODUCT AS TESTED:
Polyurethane core section has an exterior skin of .00�" steel
and poly laminate liner on the interior
(10) 3" 20 gauge strata modified per drawing
Muntins and Endetiles pre -painted HDG 20 gauge steel
.036 Metal Retainer
Plastic rollers
(4) Track Jamb Bracket per side
14 Gauge End Hinges
DRAWING NMOERS:SF-37-2
TEST PROCEDURE= The elolttesfnblriaatesealing
the
speimen is the open wall Installing
loatWyne-
o. A large blower supplied air at a
Dalton Corp-, Mt. BOPS,ola
Sufficient rate to maintain teat pressure difference across the
specimen. Pressure difference was measured by means of a manometer
in inches of water and converted to POP- The composition and
strnhtnral support of the test specimen were in all.significant
respects exactly as shown'on the a was p 11 d cover the lit a for and as
be sold for use in buildings. Tape was applied
safety reasons.
conversion Factors
PSF a Inches of Water x 5.197
PSF = .00256 x MPH x MPH
WITNESSES: Dave Monsour, Roger Dague, Steve Fox, Norm Lelless
RESULTS:
+31.0—PSF was obtained
8�=IBkdreiintact,, there
was creasing the
�inandeformation ofthe trackand hinge.
CONCLUSIONS: W
This test demonstrated BF-37 2, to ryemain in it opening nn under a
an
defined by
simulated 110 MPH wind..
TEST pUhIDER:WC93.009-110
APPROVAL BY SIMILARITY:
Capability equal to or better than the test door is claimed
for the following products:
1) Doors of lesser width than the door tested that are
otherwise the same. Reducing the width of a door reduces the
stress on it and causes less load to be transmitted to
the rollers:,, track and brackets.
2)Doors 16' or less wide, 606" high as defined by drawing
#SF-37-2 The stress on all components in this product is the
same as for the tested door.
3)Doors 16' or less wide 7' high as defined
#SF-97-2. A comparison of test I WC93.009
shows that the V high product performs as
e• high.
by drawing
and WC93.010
well as the
APPROVED OPTIONS:Based on other•test as being equivalent.
7 Ball Steel Rollers (Test i WC93.008)
Aluminum Louvers (Test *WC93.007)
Styrene Window Framer Assembly (Test #WC93.004)
16 Gangs Jamb Bracket (Wayne -Dalton PCR# W-252)
51 3 a/9 3
Extra componsts required to be added to a standard door to
neat the spedBed wind load. OuanUffes In,O are total number provided.
;Os moor* 95 MPH
9x6'6
9x7
9x8
16x6'6
1aix7
16x8
iruts 2'
4
4
5
0
0
0
B
Sruts 3'
0
0
0
0
6
24
fi
24
32
itnit 3' x e'
0
0
0
0
74
74
08
rek 71W
0
rek 5/60
38
36
46
48
48
64 ,
Pop Rivet 3/160
24
24
4(8)
30
2 (8)
4
(8)
40
4 (8)
50
track brackets
4(8)
10
10
8
track bolts
10'
10
8
Flange Nut 1/4-20
10'
4 (16)
10
4 (16)
8
4 (16)
10
6 (18)
10
t} (18)
B
6 (18)
Lag 5/16 x 1-6/6'
14 Gaugs End Hinges no
no
no
yes
1'as
yes
Holtz Track SW anal
0
0 •
0
Foamoons 110 MPH
9x6'8
9x7
9x8
16x6'6
-1rx7
16x8'
Struts r
4
4
5
0
B
0
[j
0
10 +
Studs 3"
0
F
0
0
0
32
32
40
abut 3- x a'
O
0
0
94
04
118
Tak7fir
Tek Or
0
36
36
50
64
64
80
Pop Rivet 3/16"
24
24
4(8)
6)
40
(6)
050
2 (e)
Tnok,braokets
4(8)
'10
10
'10
e
Track bolts
10
10
8
a
10
10
8
Flange Nut 1/4-20
Lag 6/16 x 1-5/6"
10
4 (16)
4 (16)
4 (16)
0 :6 (18)
6 (18)
6 (18)
14 Gauge End Hinges no
no
no
yes
yes
yes
1
Holtz. Track e0' anal
O
0
0
1
1
9-27-93
Department of Community Affairs SN: 5050
FLORIDA ENERGY EFFICIENCY CODE FOR BUILDING CONSTRUCTION
FORM 600A-93 Residential Whole Building Performance Method A CENTRAL
PROTECT NAME: LOT 12 C:ALLOWAY PL_AIBUILDER: M L BLDRS
ANI.r ADDRESS: !PERMITTING !CLIMATE
FT PIERCE !OFFIC:E: SLC !ZONE: 41_! 5!_! 61_1
OWNER: LEDFORD ;PERMIT NO. !JURISDICTION NO.661000
C IG
1. New construction or addition
:'. Single family detached or Multifamily attachec
3. If Multifamily -No. of units
4. If Multifamily, is t.his a worse: case (yes/no)
5. Conditioned floor area (sq.ft..)
6. Predominant eave over -hang (ft.)
7. Porch overhang length (ft.)
c, 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.N_t. Wall type area and insulat.ion-
a. Exterior: 1. Concrete (Insulation R-value)
b. Adjacent.: 2. Wood frame (Insulat.ion R-value)
11.Ceiling type area and insulation:
a. Under attic (Insulat.ion R-value)
12.Air- distribution systems
a. Ducts (Insulat.ion + Location)
13.00oli.ng system
14.Heat.ing System:
15.Hot water- system:
1. New Construction ---
2. Single -Family _----
3. Ci ----
4. ---
5. 2359.00 ---
h. 2.00 ----
7. 11.00
Single Pane Double Pane--
8a. O.Osgft. 0.00sgft ----
6b.472.4sgft. 0.00sgft. --.__
9a. R= 0.00 , 233.00 ft. ----
10a-1 R= 5.40, 1647.00sgft....
10b-2 R=11.00, 200.00sgft ....
lla.R=19.00 . 2523.00sgft.
12a. R= 5.00 , uncond
13. Type: Central A/C:
SEER: 10.00
14. Type: Heat. Pump
HSPF: 7.00
15. Type: Electric
EF: 0.94
16.Hot. Water Credits: (HR--Heat. Recovery, 16.
DHP-Dedicated Heat. Pump)
17.Infilt•ration practice: 1, 2 or 3 17. 2
13.HVAC: Credits (CF-Ceiling Far-, CV --Cross vent., it.
HF-Whole house fare, RB-Attic radiant.
barrier, MZ-Multizora)
19.EPI (must not. exceed 100 points) 19. 94.65 -_.--
a. Total As -Built. points 19a. 40207.61 ----
b. Total Base points 19b. 42482.24 ----
---------------------------------------------------------------------------------
----------------------------------------
I Hereby certify that the plans and
specifications covered by this calcu-
lation are in compliance with the
Florida Energy '-de
PREPARED BY
- - -------------
DATE: ---1� �s -----
I hereby certify that this building is
in compliance with the Florida Energy
Code.
OWNER/AGENT: _
DATE.: -
---------------------------------------
Review of the plans and specificat.ions
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
553.9O8 F.S.
BUILDING OFFICIAL:__
DATE: -
�
^
~
*******************************************************************************
^
SUMMER CALCULATIONS
*******************************************************************************
�== BASE
AS -BUILT
GLASS --~~-~~-~^~~~---
|
ORTEN AREA x 8SPM =
POINTS
| TYPE
SC DRTEN
AREA
x SPM
x SDF
POINTS
^------~~~~~~------^------^---'--^^~~'----~'~-------------^--------~^^-^--~~^`-
N 72"50 82"2
5959"5
| SGL TINT
N
9,3
51"5
"82
390.6
| SGL TINT
N
11^6
51"5
.84
502"9
| SGi TINT
N
11,6
51^5
.84
502"9
| SGL TINT
N
40"0
51"5
.50
1030"0
E 91"20 82"2
6674,6
| SGL TINT
E
46^0
107,1
.95
4692,9
| SGL TINT
F
12"0
107^1
.39
502.6
| SGL TINT
E
23.2
107"1
,94
2343"6
S 41"60 82.2
3419"5
| SGL TINT
S
11"6
98.3
"73
830"3
| SG/, TINT
S
30^0
96.3
"63
1869^6
SN 45"70 82"2
3756"5
| SGL TINT
SW
17.0
110.3
"32
602.4
| SGL TINT
SW
28.7
110.3
.86
2715.4
W 202"70 82,2
16661,9
1 SGL TINT
W
48"0
107.1
,52
2689"0
| SGL TINT
W
96^0
107"1
"41
4263.1
| SGL TINT
W
20"7
107.1
"89
2726^9
| SGL TINT
W
30.0
107^1
.87
2781^0
NW 28"70 82"2
2359.1
| SGL TINT
NW
28"7
76.6
.88
1938.7
---------~------------------------~----~---------------~-^---~~----------~^----
,15 x COND. FLOOR / TOTAL GLASS = ADJ.
x GLASS
ADJ GLASS
|
GLASS
AREA
AREA
FACTOR
POINTS
POINTS
|
POINTS
-----~~^^^^^-------------^----^----~~~-'-`--~------------~------^-^'~~~~-----~^
"15 2,359.00
472"40
.749
38031^28
29,086^47
1
30,380,86
NON GLASS ~~----^-^---
|
AREA x BSPM =
POINTS
| TYPE
R-VALUE
AREA
x SPM
= POINTS
------''^~^~-----------------------------~^---^--~^-~~^--^^~~^~~-----~-------~~
WALLS---~~~~~~~~~~~~~
|
Ext 1647"0 1"0
1647.0
| Ext NormWt8lock In
5^4
1647^0
.96
1581^1
Adj 200"0 °7
140"0
| Adj Wood
Frame
11.0
200"0
.70
140"0
DOORS -----~-~-`^-~~~-
|
|
Ext 43"0 4.8
206"4
| Ext Insulated
43"0
4.80
206"4
Adj 18"0 1"6
28.8
| Adj Wood
18"0
2"40
43"2
CEILINGS --^--^------^
|
|
UA 2359"0 .6
1415"4
| Under Attic
19,0
2523"0
1^10
2775"3
FLOORS -----~-^-------
|
|
Slb 233,0 ~31"8
~7409.4
| Slab -on -Grade
"0
233^0
/
-31"90
~7432.7
INFILTRATION -^^^--^--
|
|
2359.0 10^9
25713.1
1 Practice
42
2359.0
,
10"90
25713.1
TOTAL SUMMER POINTS
|
50,827^77
1
53,407"28
TOTAL x SYSTEM
COOLING
| TOTAL x
CAP x DUCT x SYSTEM
K CREDIT
= COOLING
SUM PTS MULT
POINTS
| COMPON
RATIO MULT
MULT
MULT
POINTS
-~----`^---------~-----^----~`'```--~-^-~~---`-----------------~`~-------------
50,827,77 "37 18,806.28
1 53,407.28
1"00 1.100
,340 1.000
19,974"32
WINTER CALCULATIONS
BASE ___
__=
AS -BUILT
--------------------
GLASS ----------------
1
-
ORIEN AREA :x. BWPM =
POINTS
1
TYPE
SC ORIEN
AREA
x WPM
x WOF
= POINTS
--------------------------------------------------------------------------------
N 72.50 -3.4
246.5
1
SGL TINT
N
9.3
9.6
1.11
99.2
1
SGL TINT
N
11.6
9.6
1.09
121.8
1
SGL TINT
N
11.6
9.6
1.09
121.8
1
SOL TINT
N
40.0
9.6
1.34
51.4.r,
E 81.20 -3.4
-276.1
1
SGL TINT
E
46.0
-2.0
.72
-66.7
1
SOL TINT
E
12.0
-2.0
-:3.:35
80.3
1
SGF_ TINT
E
23.2
-2.0
.68
-31.5
S 41.60 -3.4
-141.4
1
SGL TINT
i
11.6
`10.2
.78
-91.E_,
1
SGL TINT
S
30.0
-10.2
.64
-196.4
SW 45.70 -3.4
-155.4
1
tiGL TINT
SW
17.0
-9.7
-.39
63.6.
1
SGL TINT
SW
25.7
-9.7
.85
-237.5
W 202.70 -3.4
-689.2
1
SGL TINT
W
48.0
-2.0
-2.00
192.2
1
SGF- TINT
W
96.0
-2.0
-3.07
589.9
1
SGL TINT
W
28.7
-2.0
.39
-22.5
1
SGL TINT
W
:30.0
-2.0
.27
-16.5
NW 28.70 -3.4
-97.6
1
SGL TINT
NW
2=.7
7.3
1.12
2:35.4
-------------------------------------------------------------------------------
. 15 x COND. FLOOR / TOTAL
GLASS = ADJ.
x GLASS
=
APJ GLASS
1
GLASS
AREA
AREA
FACTOR
POINTS
POINTS
1
POINTS
-------------------------.-------------------------------------------------------
.15 2,359.00
472.40
.749
-1,606.16
-1,203.09
1
1,356.04
NON GLASS------------
1
AREA x BWPM =
--------------------------------------------------------------------------------
POINTS
1
TYPE
R-VALUE
AREA
x WPM
= POINTS
WALLS----------------
1
Ext. 1647.0 1.1
1811.7
1
Ext NormW#_Bloc4::
In
5.4
1647.0
2.78
4578.7
Adj 200.0 1.8
360.0
1
Adj Wood
Frame
11.0
200.0
1.80
360.0
DOORS----------------
1
Ext. 43.0 5.1
219.3
Ext. Insulated
43.0
5.10
219.3
Adj 18.0 4.0
72.0
1
Adj Wood
18.0
5.90
106.2
CEILINGS -------------
1
UA 2:359.0 C.
1415.4
1
Under Attic
19.0
2523.0
1.00
2523.0
FLOORS---------------
1
1
Sib 2:33.0 -1.9
-442.7
1
i
Slab -on -Grade
.0
2:33.,0
2.50
582.5
INFILTRATION---------
1
1.359.0 4. 1
9671.9
1
Pr act.i Ise
42.
2359.0
4. 10
J
96/1. J
TOTAL WINTER POINTS
1
11,904.51
1
19,397.60
TOTAL x SYSTEM -
HEATING
1
TOTAL ,
CAP x DUCT x SYSTEM
x CREDIT
= HEATING;
WIN PTS MULT
POINTS
1
CC iMPON
RATIO i MULT
MULT
MULT
POINTS
--------------------------------------------------------------------------------
11,904.51 1.10 1:3,094.96
1
19,:397.60
1.00 1.100
.484 1.O00
10,327.29
• WATER HEATING
BASE AS -BUILT
NUM OF x MULT TOTAL 1 TANK VOLUME EF TANK x MOLT x CREDIT = TOTAL
BEDRMS, RATIO MALT
-------------------------------------------------------------------------------
3 3527.0 10,581.00 1 40 .94 1.000 3302.0 1.00 9,906.00
-------------------------------------------------------------------------------
SUMMARY
BASE AS -BUILT
COOLING HEATING HOT WATER TOTAL 1 COOLING HEATING HOT WATER TOTAL
POINTS + POINTS + POINTS = POINTS 1 POINTS + POINTS + POINTS = POINTS
18806.3 13095.0 10581.0 42,402.24 1 19974.0 10327.3 9906.0 40,207.6.1
EPI = 94.65
ENERGY GUIDE
For.detailed information
of the EPI rating number
or for any ITEM listed,
ask your Builder- for
DCA Form 600A-93
or Form 60OB-93
EPI= 94.6
0 10 0 30 40 50 60 70 80 90 lien
I-------•--------------------------------X---I
The maximum allowable EPI is 100. The lower- the EPI the more efficient the home
RESIDENTIAL ENERGY PERFORMANCE RATING SHEET
ITEM HOME VALUE Low Efficiency Highs Efficiency
SINGL C'LR DEAL TINT
WINDOWS ..................... Single Tint. I ------ X--------------I
INSULATION ..................
Ceiling R--Value......... 19.0
Wall R-Value......... 5.4
Floor- R-Value......... 0.0
AIR C:ONDITIONER.............
SEER ...................... 10.0
HEATING SYSTEM ..............
Electric HSPF............ 7.0
WATER HEATER ................
Electric EF.............. 0.94
Gas EF.............. 0.00
Solar- EF..............
OTHER FEATURES ..............
R-10 R--3h
I--------- {----------- 1
R-0 R-7
i--------------- "------'
R-0 R-19
: X--------------------- I
10.n SEER 17.0
ix--------------------
6. 8 HSPF 12.0
I}'-------------------
0.88 0.96
I----------------X------I
0.54 0.90
i------------------------i
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:
City/zip -----------------------
Florida Energy Cede for Building Construction - 1993
Florida Department. of Community Affairs
FL -EFL C:ARD93
*1 'Truss Connect -.ions
Non CJ* or EJ* trusses
To Wood: S-MSTAI-8 14-10d nails
To Masonry: S-E'1'A20 8-10d nails
CJ* or EJ* trusses
To Masonry: S-HTA20 8-10d nails
*2 For posts
Base: S-ABU44 Di.a. 5/8 bolt embed G" min
12-16d nails
* Ildrs (typ): 2-S-MSTA18 each end 14-10d per strap UON
or 2-S-ETA20 each end 8-100 per strap UON
as appropriate.
* UON Unless otherwise noted on floor pla❑
* Use 1 1/2" 1.0d nails
* Equal number of nails each end of MSTA18 as applicable
* T.E. truss engineering
* P.M. per maufacturer
* T.C.S. truss company supplied
* No splitting or cracking due to nailing permitted.
* 1I - hughes, S - simpson
* 200 lb minimum load applied
* Or equal hardware permitted throughout.
* See layout- and figures for bearing locations.
* Attach valleys and piggy backs per truss company details.
* Engineered beams to be secured at each end with approved
connectors.
5
C
W
Q
I
f
I SPEC
GE1
�.
1 SPEC
GE4
1 SPEC
GE5��
JobName�`
1 SPEC
H52
Calculations provided hereinerein
772
588
are based on layout done 1Z -j?tl—q6-
631
359
1 SPEC
H10
Any changes made to layout affect these values.
735
579
I/
�
Wind Speed-1Q_tstMeanHt: /S
547
321
2nd Mean Ht.- I
1 SPEC
GE2
Loading: TL-ZOTD-/5'
I I
I
DL- D BD- /D Total Load-4:5-
-
1 SPEC
GE3
Ep$i'COASTLU%nbrri (RUS5DIV15,
P.O.15ox360953
MEL13DUflNE. FL 3293B-0953
1 SPEC
M10A
417
387
/ I
251
142
1 SPEC
MlOB
438
399
272
154
1 SPEC
M10C
528
450
362
205
4 SPEC
TBE470
188
188
64
664
855
427
1 SPEC
GE12
3 SPEC
G11
8251
4719
8251
4719��
2 SPEC
H6
3760
2072
4337
2580
1 SPEC
HGA
1801
941
1947
1134
1 SPEC
HGB
1800
941
1947
1134
n a fnne
1
SPEC
S7
1770
929
1768
881
1
SPEC
S7A
1771
929 I
1769
881
1
SPEC
S7B
a�I
BUZLOER'S
1770
929
JoDName_//!
1768
881
Calculations provided herein
1
SPEC
S7C
are based on layout donefZ'26-95
1770
929
1768
881
Any changes made to layout allect these values.
1
SPEC
H6C
Wind Speed- 11O islMeanHt. ���
1770
929
2ndMean Ht:
1769
881
Loading: TL- ZDTD- IS
1
SPEC
T8D
Ell.-- 0 BD- 10 Total Load- 4 S
m
12 0 204 4
671
71
867
435
EASTCOASTLUmw CIRTRUSSDIVISIc
2
SPEC
T8C
L3 953
0URNE
MELBDURNE. FL 32936-0953
11 a s
188
664
6 6 4
855
427
1
SPEC
T8B236
188
188
64
664
855
427
1
SPEC
T8
1237665
�
1237
592 592
2
SPEC
TIBIA
1224
660
1224
584
16
SPEC
T1A
1197
773
1197
773
1
SPEC
T21A
687
412
970
582
496
318
1
SPEC
T3B
613
295
970
582
422
201
3
SPEC
T21C
629
313
913
508
402
178
2
SPEC
T5B
942
487
1065
700
uvw Z 'J 1991)
Truss Truss
Qty Type.. Id
1 SPEC T5A
1 SPEC H5G
R e a c t i o n s
Horizontal Vertical TJplaft.,. Sketch
1 SPEC HJ7
AA,, �(
JoDName I"OUL(.bCl4'S
Calculations prodded herein
1 SPEC S 6
are Dasad on layout done y
Ary Changes made to layout allect these values.
2 SPEC S6A
Wind Speed- 1149 1st Meanest: /S�
2nd Mean Ht:
L®admg. TL- ZO TD-/S
16 SPEC EJ7
BL• 0 BD- l a Total Load- 45
1 SPEC H12AEASYGOASTLUNi,zATRUSSRIVISIL
P.O. BOX36003
MEMURNE 9.32939953
2 SPEC HJ53
3 SPEC EJ51
2 SPEC CJ5
6 SPEC CJ37
2 SPEC CJ3
2 SPEC CJ1
1 SPEC H5E
7 SPEC M5F
1 SPEC H5H
1 SPEC H5D
915
472
106262
699
662
524
521
521
265
497
163
/
573
325
462
412
315
159
"
462
413
314
179
472
/(
/
305
17 173 3
472
417
/ III
305
154 154
503
547
227
129
483
524
219
219
124
22
12
223
127
4
153
8753
284
311
133
76
1
2
43
24
772
586
631
321
772
631
359 359
772
586
631
319
1057
698
916
471
DEC o 9 t995
• V Truss Truss R e a.c t i.o,.
Qty Type Id Horizontal Vertical
3 SPEC T5C
908 468
1062 699
1 SPEC H9
566
470
1272
670��i/
847
443 —
1 SPEC H9A
718
558
1047
540
920
471
1 SPEC H9B
720
553
1044
546
Hl BG.10695
921
467
Job Name
Calculations provided herein
are based an layout done I Z-eS-gS'
Any changes made to layout affect these values;
WindSpeed- NO 1st Meanest• /$
2nd Mean Hr.-
Loading: TL-ZO TD-1_
BL- O BD- /D Total Load- 45
EASTCOAST LUMbril TRUSS DMSIL.
P.O. BOX 360953
MELMURNE FI 990.7RJ1M91
0 0 1009