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APPROVED AS COMPLYING YM THE
SOUTH FLOR DA BUILDING CODE
"L
D 0 0
AATTE (40 ZOC)
BY
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NTROL DrvisioN -
BUILDING CODE COMPLIANCE OFFICE
AGCEPTANCENO..g�j �()
24 CAGE GALVANIZED—B—ER7-HA
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AS Slion,
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(SZE SCHEDULE)
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APPROVED AS COMPLYING WM TUE
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SCALE : 3/8" SCALE t S/a* . I-
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rY7 -, -c�
APPROVED AS COMPLYING VVITHTHE
SOUTH FLORIDA BUILDING CODE
DATE (Yo --o
BY
PRODUCT WNTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO �� - �O9 19 �.j ()
a —Irm r
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POURED CQNQ,4�,
OR
CONCRETE BLOCK WALL
REWRED
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OR OR
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CONCqE�E ANCHORS 72-0. z5vo
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OR
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1p
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max PANEL LENGTH
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MW" SEP46AWN
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OF THEy. -
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6 & 7
6 & 7
APPROVED AS COMPOING lWH-THE
SOUTH FLORIDA BUILDING CODE
DATE� (o �O��
PRODUCT C6NTROL DIVISION
BUILDING CODE COMPLIANCE OFRCE
ACCEPTANCE NO.Cy) - C�q I q - I
.1 MWI DADE COUN7-r-
24 GAGE GALVANIZED BERTpA AS 5801m
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SCHEDULE By THE FOLLOWING
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12'
IVA
TD
m CON,,,
u,"m
12-
MIA
1z,
MIA
12.
f2'
t2-
r2.
12'
12'
WA
T2-
NIA
12.
12-
12,
12-
r2-
Tz.
12'
WA
f2"
WA
fz-
12.
12-
12'
12"
12,
12'
tj1A
tzl
NIA
f2-
72-
12-
t2-
12-
12'
12,
WA
12-
NIA
12-
!-2
12.
12-
.12
WA
12,
MIA
12-
12-
I(IA
12'
NIA
12'
12.
WA
72.
MIA
12'
I(IA
I(IA
12-
1'.
12'
W=m Amu Smcfvc-i F CL �-J YA2- .
TV
uty0wr
rp
12.
ArIA
[2'
N,�A
12-
12-
Yz.
TZ,
rz,
TZ .
12-
WA
12.
MIA
12'
12-
72.
f2.
JVIA
12"
MIA
12-
f2,
12-
12-
12.
T2.
12-
-
IVA
f2.
NIA
12.
12-
F2-
.12.
12-
f2'
MIA
12'
NIA
12.
12'
11,
12
7'-
12.
12,
WA
.12
MIA
12'
T2'
NA
i2'
VIA
12'
JVIA
MIA
WA
f2'
12-
utv� wcrig
aw
mawm
DKIE-W ssf
�MW
&Aumtr
cdvm To mismer To =httM W U4SQrfflr
12'
IIIA
12*
F
NIA
12-
12-
tz,
to_
to,
12-141A
12'
MIA
A
T2.
12'
12"
70
to'
12.
I(VIA
12'
N11A
12,
tz,
t2-
10'
12'
'iVA
f2'
AfIA
f2'
12'
t2,
ml
10,
t
12,
IVA
f2'
IVA
1z,
12'
S.
12,
1A
t2'
12'
rVA
T2'
WA
12'
VIA
tr 112-
p A
-1A
12-
12-
12-
12"
12-
12'
12"
72-
12'
12"
rz,
NIA
to,
WA
F2'
--�IA 7
10'
MIA
10'
NIA
HIA
WA
1(1A
6.
�KA
To'
�LA
12-
12-
12'
12-
- 12'
12'
f2'
12'
T2,
12'
12'
it'
72.
120
12"
12.
12-
to, t2"
W WA 12"
0
A
E2
'2
to' 12-
NIA f2'
6. 12'
A
1z,
I A
IA
t2'
NA
P(IA
to,
MIA
AVA
4.
AVA
KIA
Y-MSTE� I APXAV-S�E IV
�,/ &
CM8194am
uv� �a
cr nzv
MIA
t (top)
YZI
I ('907mo
AVA
2 �)
TZ,
(Fanw)
WA
i On-)
12-
J (80TW
.
(vp)
-0, 71) 2--G,
I 2-
4 (Bouwo
MIA
71
6� (BMW)
JK/A
WA
AVA
7 (r0.-/B0TW,
ZZ,
5 (Imp/270771m)
AFNrAXE 10
fA
xW" PAVEL
m mq�w
cw&'w=
w Mw
LEww v (tv
AVA
I (top)
rz-
(90TW..
f(IA
2 ([VP)
12-
2 (BOT7W)
IVA
3 00p)
Tz"
1 (607704
NIA
4 00P) 7' -6- to e-.6
72.
4 (BOT7W)
ICIA
5 (ilop)
71
FIA
(rDp)
R/A 7 (r0P1VoTjpp
12' a (loplaottou"
po rAMM
A*Ftr4a[r a
" am" PAAEL
To
AV�l
� 7f�, LDJ;TH
12'
RIA
f (TDP)
12-
it'
120
MIA
2 (v')
IV
W
2 (Borrw)
F2.
MIA
j (Top)
f2-
fl,
5 (BMW)
r2.
?(IA
4 POP) 7�6' To E�6-
12'
11,
4 (BOrtW)
12'
5 (top)
5 (SOTIU)
6 (-top).
C' (&OqOAI)
��A'VIUUV ANCHOR SPACINGS ARE VAUD FOR 3 112- EDGE DIZAN�
IR 1- 0- LESS TMN 3 112 - REDUCE ANCHOR SPACING By
AlUL77PL)'ING SPACING SHOWN 'ON SCHEDULE By THE FOLLOWINIZ
FACTORS- (NO7F : Min E. D. FOR CAKLIN'ANCHORS IS 2 112�.
FOR THIS OPERA77ON 7'0 BE P0578LE, REDUCED SPACING Os7AINED
USING FAC7'OR SHILL NOT BE LEES TV4N UINIUUU SPACING
INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGEVD.
AC:E. D. j::74PfllM:/
2 112-
2-
.66
.77
.50
MC -HORS LEGEND
ANCHORS ANCHOR
ANCHORS
7ME UIN.
A
U
N
'N
C
HOR
SPACING
0
APCONIPANELM4 77f-ES/
tl
CRErE FLD( ss4- J.00
Q"-t/NV 2.5'
J18.0e RED HD,
DYNAROLp SLEEVC'.
*SEE- N07ES ON SHEEIS a & 9 OF9
FOR ANCHORS 7YPE & SpACING FOR
INSTALLA77ONS IN710 WOOD FRWE BUILDINGS.
C4LK-IN RED tjjD
SLEEVE.
S
.75 1.00
5L
.50' 1.00
Q88
APPROVEI)A'S
SoLrrlj FLOINDCOM"N"WTH7HE
DATE A BUiLj)jtM CODE
.7 2
.7 2
ar
BUILDING L DilivISION
ACCEPTANCODa COMPLIANCE
CE Naon OFPICE
ULWI DADE- GOUNTI,
24 GAGE C4LIMIZCD BIERTIH:1:1�TAAS smft
STEEL Z_
STORM FAAE SCAX
7110100
EA,5rERN METAL SUPPI r fAtC -j PAFr
0. - i I/r-vo
UV44Z�
CDNQ�m
m u4saw
III cav�
m
PANaUAT
Iv cc� " uk�&m
�m
VA
;z-
NIA
12.
WA
72'
MIA
12-
in"
Tz-
f2'
f2-
f2'
[2.
rz,
12-
FIA
t2'
MIA
?Z'
NIA
12 .
IV
12'
Iz
72'
12-
12.
12.
-
WA
12,
IIIA
12'
4/A
-
T2.
12'
r2.
12'
12
12'
0
1'2'
IV
dX/A
f2"
41A
f2'
MIA
r2'
to-
12.
T2'
12'
12-
12 .
T2'
12.
WA
fz'
NIA
12-
WA
72 .
MIA
12'
7'
12"
12
12
12
HIA
Iz*
MIA
12
12,
tvA
f2'
NIA
Q
12'
PVA
12'
fW11A
*WA
IVA
CEME-FLIX
bW-C4ZLPZE
PAV14UC
WA
12-
KIA
IJIA
12'
NIA
T2-
12-
12 -
12,
MIA
12.
IVA
12.
IV-
12'
Iz-
12'
f2-
f2.
12-
WA
56-0. -
WA
12'
WA
12,
To"
w-
Iz
NIA
72"
12'
f2'
12-
Tiv
to'
12-
WA
r2.
ArIA
tz"
A(IA
�A
12'
zz-
a
17
12*
WA
12-
NIA
W
t(IA
Q.
NIA
to,
WA
Izo
NIA
12"
AIA
12 .
�IA
S.
IVA
12'
NIA
12,
WA
17'
I(IA
M/A
WA
WA
IVA
12.
61,
PAAUREM PEW
70
f *
Zr
"V�=
M CMCRnE W UL�W
71, mAeftr"
�
PARa
U�m v (n)
JVIA
2
(Top)
f2'
I (HOT*
FIA
MIA
2 (,Xp)
12-
2 (POUMO
t(IA
12.
WA
i (mo)
1z"
12'
12'
12-
1 (earlmr,
f2m
VA
12-
NIA
4 (1-0.-)
6'-U- OR LESS
TZ,
Iz.
f2'
1.. 12'
4 (8077 1 Mo
12w
I(IA
120
NIA
5 (top)
12.
E.
12'
To,
5.
12"
J VIA
121
MIA
6 (mp)
1z'
NIA
f2w
XIA
5 (OOTMO
12,
P(IA
rz.
AVA
7 (MP/V017MO
tz'
t2.
tz"
c"-*1
APFL� Tj
S&"XMJF-t--
ANr VMaXQ=
UW;MPAIL
IlEr
LMM I- pQ
12,
AVA
12
VA
I (BOTWO
12'
1 VIA
12'
12.
fl.
2 . (Bo7w
12�
12,
)CIA
i (top)
f2'
rz.
Ia-
12.
7�r To e-6
12'
NIA
NIA
5 p0p)
12-
4'
.2'
C.
.
12-
IJIA
r2'
AVA
6 fry�)
it,
12'
FIA
NIA
7 (MPIspTT4
1,
F2'
8 ftp"Rn�:&)
**Al0XlUUU ANCHOR SPACINGS ARE VALID FOR .5
FOR E D. LEss TMM .3 112" 112" EDGE MSIAN�
, REDUCE ANCHOR SPACING
MUL77PLWNG SPACING SHOWN ON SCHEDULE By THE F BY
FACTORS- (NOTE : hfiR E: D. FOR CALk-flV ANCHORS OLLOWING.
FOR 7HIS OPERATION 7'-0 8E POSIBLE; REDUCED STACII IS 2 112 �.
VG 087AINED
USING FACTOR ShALL NOT BE LEss MW AfjjVjMUM SpACIIVC
INDICATED FOR EACH ANCHOR TYPE AT ANCHORS LEGENO.
FACTOR
ACTUAL I- D. TAPCONI
RE7F-FLEX CALK -IN REWD HD. SLE�
-FANELIWFS�4
3' .86 7_
2 112- 71, .75 1.00
2. -50 LOD
0.88
?S LEGEND
ANCHORS
rrpE`
IPAIVELUATESI
7APCON
CREIE FLEX SS4
CALK-1k - .9
'LWF0 RED.HD.
DYN4E?OLT SLEEVE 4,50-
'SEE nXES ON SHa7S 8 9 OF 9
FOR ANCHORS TYPE & spACING FOR
NSZALIA710AS /= WOOD FRAME BUILDINCS
APPROVED AS COMPLYING VM THE
SOUTH FLORIDA BUILDING C0br
DATEr(�6 ' Q74qqj
By
PRD6UCTc6mfROLDPASION
BUILDING CODE COMPLIANCE OFFICE
-WCEPTANCENO0(.) -0cLLq-j 1)
ASM?
CONCRETE -ANCROR5
ISCr SCHECULC)
POURED
CONCRETE
REOVRED --\
Li
(SEE SCHEDULE) -
rOR MINIMUM
SEPAR4770H -S' TO
GLASS OF WINDOW
OR S. G. I).
Cs
POURED, -L7/ L)
CONCRE,Tf,,;,l
OR C RgE
BLOCIMA
REOLAREOLI,
T
CONCRETE)ANCHORS
(SEE SapuLE)
I
I
SEC77ON 0 ANCHOR
CO"CRCTr ANCHORS
(SEE SCHEDULE)
POURED
CONCRETE
REOUff?ED
n2 Cwt.
�- (Sa- ScroEDULE)-
FOR mf4vull
SEPARA170M 'S' TO
CLASS OF WINDOW
Of? S_ G. D.
I11-r F20 x 4'
DOLTS W1 71,5yx
3137' wyc Nur o
12' 0. C. —
d
POU8EO tj
CONCRETE'
OR CONCRETE
BLOCK WALL
L
'b v
REOWED
CONCRETE'AICH0,1M
(SEE SafmuLlr)
C�L
I
CONCRE7C ANCHORS
(SE-C SCIfCDULQ
POURED
CONCRETE
REOLaRED - Cs
\ tj
POURED �/
CONCRETE
OR CONICRE7E
BLOCK WALL
REOUIRED
Cont.
WALL MOUNTING INSTALLATION
SECTION 2
xW
�14: �2O
14
Ci
71ff' y .3/aZ'
WING Hur 0
12r' 0.
POURED
I I—T
CONCRETE
OR CONCRETE
BLOCK WALL
REOUIRED
/k
SEC77ON 0 STUD
WALL MOUNTING INSTALLATION
SEC TION I -SCALE : 3/8' = I'
b9ff : DETAIL OF SEC770H 0 STUD VAUD ALSO FOR
WALL MOUNTING INSTALLATION - SCCWN 2 (TOP)
SCAI-I . -3/8- = I"
F_ 0. - EDGE DZ7.,WCE
(SEE SCHEDULE ON
&Lms 5 & 6 OF a)
CONCRETE' ANCHORS
(SEE SCHEXICILE)
I
--(SEE ST=q—
rOR U;n. SEPARA S�. TO
GLASS OF WkNWW OR S_ C.
20 , J,14'
LQ-731- 7 61' x
JIJ2_ % /
W NUT 0
17" 0. C. —
BUILD OUT INSTALLATION
.�ECTION 3
K07F FOR COMBINATION Of' SEC77ONS :
WAfVFLOOVCElL1JVG MOUIM)VC SECWAS C4N BE
COMBINED IN AMY WAY TO SUIT AMY WSTALLA17ON
I
CoaL
CO%CRC7r �JCHORS
(SCE SClfCDULf)
POLREO
CONCRE-Ir
REQUIRED Is
\ '. I
pcv.nEv _/
COAVRE717
OR CONCRETE
BLOCK &ALL
REOUR70
COVW,RETE ANC;fORS
(SEE SCtiEDULE)
I
f-_— (SEE SrHWMC2 —
FOR W- SEPARAWH S' To
GLASS OF www OR s. a
20 N 314-
W 718' x
C NUT
J�X; VITN
r
Co�(..;.,
BUILD OUT INSTALLATION
SECTION 4 SCQE: J/5'
PRODUCT RENEWED
ACCEYrANCE NmOo—o 6o7-.o q,
EXPIRA77ON DATE 0 o 7-00
1' 0
'94, ;w� 4241-003
Rol UN OLDIVISION
BLIELDING "DF COMPUANCE OFF7CE
Z TLTE c o ,c.
TXUT TES7*�G J, 04G"M� cow
217. n
WALTD? A 7xUr J'. P. r
Cont.
T_
0-20 Al. &
ur 0 12' 0. C.
APPROVED AS COMPLYING V6711 ME
SOUTU FLORIDA BUILDING CODE
BY
PRODUCT CORMI. DIV!S'ON
BUILDING CODE COMPL.ANCL OrFIgE
ACCEPTJ'%I.IICF NO q L_ Q E)j I - _1,o
DADE COUN7y
0.050" BERTHA STORY pANEL AS SHOWN
'L S
SCALE
714112 6
'o
EASTERN METAL SUPPLY, INC DA rr
Jw 23� som
'm , 8
L4Xr WDMC a �)-�47
_q8 172
D D
R4JOHO N�
I
POURED CONCRETE
OR
R CD�CJRET BLOCK WALL 4USIRES 5jj
COURED
POURED COmCl?EyE
CUFTPANEL OR
CONCROr BLOCK WALL
REOURE0
COHCR[Tr AMC14ORS
0. C.
Z
90' < L 5� 135'
OR 3 OR
.725-
-H14 OR 606J-T6 ALLOy
J 105
CM1. AI�M. ANGLE -T
2r' OR OR OR
Lzi/ OR
T
BOLT 4' x 4' x .072-
0 2-r 0. C. 3105-H14 OR 6063-76 ALLOY
W/jAcmw Cont. V�. A&QX
CASE A (Plan)
SCALE: 114'= I- CASE 9 (Plon)
SCALE. 114'
606.
WTI,
CASE D (Iolon,
SCALE. 114' = r
END CLOSURES DETAILS
POURED CONcREIF
OR
Ca\CRE7E' &-Ocx %Z:
REOUIRED
2.600,
CONCRETE ANCHORS
a rr 0. a � F
Z' x 2- x .055- TV -
Z' x 5- , .055- C.�j.
Alo-. ANGLE OR
.080' JID5-H154 S�,EET
METAL Abm. BViT PLATE
I I
"LTMWE LEG LOCA)70N
CA SE C (ID/(7
SCALE- 114- = I-
MAXIMUm DESIGN PRESSURE RATING "ir' (
S.f )
T
CORRESPONDING MAXYMUM PANEL LENG H "Ll,
w
MAXAlU114 DRSIGN
LDC7N
NG
RAWNG
L (M)
W (P. r.)
EE W
(Sir srC77CNs)
-a]
kPRESSURE
+65.0, -77.0
EE
tXb-�CPANa
8�� OR
+ 65.0, - 77.0
ELIEESS
_r
>8,-Lr To _9�0-
POURED CONCRETE
OR
+62.0, -7J-3
_0
>9�0- TO lo,-Lr
CONCRETE BLOCK WALL
REOURED
PRODUCT MNF,)47FD
ACCEPTANCE Nmja���o Z - �o 4-
EXPI�ATIONDATF 6&
0 0
7 /Zo oy
FRODWr CONTROL DI VISION
BUILDING CODE COMPLIANCE OFFICE
I
:: —T, 77 C �1� I- m -c
1011A)fY
HAI MR A 77LU7 J, P. r
AP 6 To
,W"MUAl SID-ARAI ION
III aASS
Ah, C=BMTav
W� 4y
0 r IWAI
F ' 4 Al
2 11E4'
I THRU a
I I -HRU .9
I V16--
I THRU 8
H 8
J 7/Lr
2. 6. 7 &
&
APPROWD AS COMPLYMIG lVillf 711E
DAT
By
PRO
BUILD;'%'r COX CMIPLANCE OFTICE
0.050" BERTHA sToRy pAHEL
EASTERN METAL SUPPLY, INc
IX 2J� �. �W
LAX WOMN. rX 33�1-.1247
ULE
DADE COUNTY
717139a
DA7r
98 - 172
DRA)t?Ho N.
WAA71dUAf DESIGN pRESSURE RATING "W" (P-S-f-). AND CoRRESpONDhV9 )dAXJMuM ANCHOR
SPACING SCHEDULE FOR lJVSTALL4TjOX.S INTO CONCRETE AND C-B.S. STRUCTURES
E- D- = EDGE DISFANCE
MAXI.WUM
DESIGN LOAD
W (P.S.I.)
VAXJAJU;l ANCHORS SPACING FOR E. 0. - 3 1/,-
APPLICABLE TO
SECT?ONS
MY COMBINAT)ON
OF THEM
UVIMUM PANEZ.
Locw -c (f(.)
TAPCONS
TO COf�CI?ErE _i0 VASONRr
RAK 2AVAC XvUm
lio CONCRETE to vAsOvRy
RAin cALK-lw
to co�N TO -MASONRY
CF TAP -GRIP
TO -CONCRETE TO
PA14a�U47ES
TO CONCRETE TO UASPHRY
NIA
NIA
NIA
5�
NIA
3 112-
MIA
I (TOP)
12-
to-
12-
12-
12-
it'
it"
I (BOTTOki)
12'
MIA
12'
NIA
12-
NIA
72-
NIA
it-
k/A
2 (TOP)
12-
8-
12"
to-
72-
12'
12-
r
It-
17
2 (BOTTOM)
12-
MIA
lz
NIA
12'
NIA
12'
NIA
71,
NIA
J (Top)
12-
12'
to-
12-
12,
12-
61
It'
it'
J (BOTTOM)
+550 -650
12'
NIA
12'
NIA
12-
MIA
12-
NIA
it-
NIA
4 (TOP)
9'-0- OR LESS
12'
8'
12'
to-
12"
12'
12-
8-
it-
11'
4 (BOTTOM)
12-
NIA
12"
NIA
12-
MIA
72-
MIA
NIA
5 (TOP)
72-
12'
to-
12^
12"
12-
81
it-
11'
5 (GOTTOM)
MIA
7 112-
NIA
12-
MIA
8 112-
NIA
6-
NIA
6 CrOPIB0770Ao
to-
NIA
6 712'
NIA
70 112-
V/A
7-
NIA
5-
NIA
7 (TOPIROTTOM)
NIA
NIA
NIA
NIA
12"
Iz,
12-
6-
6-
6-
(Top
1BO"
a CTOPIBOTTou)
6-
NIA
6-
NIA
6-
NIA
6'
NIA
2 (TOP)
6-
6'
6-
6'
6r-
6-
61
6-
2 (BOTTOM)
455.0, -55X
MIA
5-
N/A
6-
INIA
MIA
F6'
NIA
5 I/Z-
NIA
6 (TOPIBOTTOV)
9�0- To lo.-o-
-0
MIA
5 112-
NIA
6�
MIA
4 112-
MIA
7 poplBOTTOM)
NIA
IVIA
NIA
MIA
6-
6'
5.
5' 1
HNIA
6
6-
6-
op
8 (TOP1807TOU)
/0,0,)
SEE SHEET 7 & a OF 8 FOR ANCHORS TYPE & SPACING f-OR
INSTALLA17ONS INTO WOOD fRAME BUILDING.S.
WXIAIUM ANCHOR SPACINGS ARE VALID FOR J 11Z' EDGE DISTANCE
FOR E. D. LESS THAN J 1/2-. REDUCE ANCHOR SPACING By
MU07PL)ING SPACINGS SHOYN ON SCHEDULE By THE FOLLOWNG
P FACTORS. (";n. E. D. FOR RAjft cALK-z1v ANCHORS & aco
ANEWATE IS 2 112-).
-
ACTUAL E, 0.
FACTOR
TAF��H_IbV4WMIUMI
Pma�ms
RAXI CIV-K-IN
CF TAP-CMP
.75
1.00
2 712'
.71
.50
.80
.50
PRODUCT RENENVED
ACCEPTANCE Nm 0 0 - 0 6 0 o Ll-
EumAnOND.Ul OSLO 71'LP03'
D,
PRODCeT CONTP OL DIVISION
BUIL.DING CODE COMPLIANCE Op�nCE
Z TO E C 0 INT
TXLLIT =7*� & D�CrRWG COM
-IJ kK M. 211.
nlIff I � I
APPrioqo AS COMPLYIr4C, 1111711 TilE
"I'll IL11111A 61,LojpG rODF.
pof
coh,,.t 'ANCE OrF
2:2
WE COUNTY
0.050" BERTHA STORY PANEL AS SHOW
SCALE
717126
EASTERN METAL SUPPLY, INC DA77
.mw 2im �. �w
a M�I-J247 98 - 172
DP-4MNO
I
MAX7MUM DESIGN PRESSURE RATING "W' (P.S.f.) AND CORRESPONDING JdAXIMUM ANCHOR
SPACING SCHEDULE FOR INSTALLATjojVS INTO CONCRETE AND C.B.S. STRUCTURES
[F-::D- :=EWDGE- 7015TANCE
MAXILiuk?
DESIGN LaAD
W (P.S.I.)
llty"J?V ANCHORS SPACING FOR C. D.
APPLICA9EE To
SECIZINS
ANY CouablAPON
or THEu
MAXI)VU1W PANEL
L&,�CTH -L- (it.)
TApmms
TO'COtdCRETE TO VASONRY
RAK ZA�Ac "Lw
To CONCRETE To AlkSONRY
PAK CALK-Dwq
To CONCRETE TO A4450tW
CF W-CRIP
To CONCREIE To AlAsONRY
PANCLUATES'
To CONCRETE To u4soNw
6-
NIA
MIA
6'
141A
1 112-
NIA
2 112-
JVIA
I (TOP)
12".
7
7-
12
10,
12-
6 112-
9 112-
9 112-
1 (BOTTOM)
12-
----
MIA
17'
NIA
j2-
MIA
12-
NIA
9 112-
MIA
2 (TOP)
12'
--
77'
--
8-
12'
10"
72'
6 112-
9 112-
.9 lIr
2 (BOTTOM)
12-
NIA
71,
NIA
12"
NIA
12-
NIA
9 1/2-
N/A
i (TOP)
7-
11-
12'
10'
12-
6 112-
9 112-
9 1/7-
1 (BOTTOA4)
+65.0, -77.0
12-
MIA
it-
HIA
12-
MIA
12-
NIA
9 712,
NIA
4 (TOP)
9--0- OR LESS
12-
7-
11'
81
12-
10-
12-
6 112-
9 1/2'
9 112-
4 (BOTTOAf)
12-
N/A
it-
MIA
12-
HIA
12-
NIA
9 112'
MIA
5 (TOP)
72-
5 112-
9 712-
6 112-
12-
5-
10-
5'
7 112-
7 112'
5 (BOTTOA4)
.9 112-
-
NIA
6 112-
NIA
10'
MIA
7-
NIA
5-
N/A
6 (TOPIBOTTOM)
8 112-
NIA
5 112-
MIA
8 712-
N/A
r
NIA
4 1/27'
m1A
7 (TOPIBOTTOM)
NIA
NIA
NIA
NIA
12"
6"
12-
6-
6-
61
8 (ToP/BoTrOM)
6"
MIA
6"
NIA
N/A
6-
NIA
61
NIA
2 (TOP)
6-
6'
6-
6-
6-
5-
61
6'
2 (BOTTON)
,,62.0, -7J.3
6-
HIA
6'
NIA
MIA
6-
NIA
5-
MIA
6 (TOPIBOTTOU)
9�0' To jo,-O-
-0 0 10 0
6-
NIA
5'
NIA
6-
NIA
5 112'
MIA
4-
NIA
7 (TOPIBOTTom)
-
NIA
NIA
NIA
1A
5'
6'
6'
6-
6-
6-
8 (TOPIBOTTOU)
SEE SHEET 7 & 8 OF a FOR ANCHORS ME jc SpACINC FOR
IMSTALLAnCINS MID WOOD FRAME BUILD9,1GS
AdAVULIM ANCHOR SPACINGS ARE VALID FOR J IIZ- EDGE DIS7-ANCE
FOR E. D. LESS THAN .3 1/2', REDUCE ANCHOR SPACING By
munawmq SPACINGS SHOWN ON SCHEOUIE UY THE fOLLOY17NG
FACTORS. (Alin. E D. FOR RAWL CALK -IN ANCHORS & ELCO
PANELAIATE 15 2 112').
ACWAL E. D.
FACTOR
TAF� �IVAVZ )�U�Nl
PmIlwrES
RAn CALK-W
Cr W-CRIP
.86
.75
1.00
2 112-
.71
.50
.80
Z'
.50
PRODUCT RENEWED
AOCEPTANCE Na 0 — 0 6 0 Z.
.0
E)G`MA-n0N DATE 0 0
183Y
PRO�cN-
BUILDING VTROLDIVISION
CODE COMPLLQJCF oFF;CE
11LIECO INC.
IT TrSTO?G D4,c� cow
APr.ROVCD AS COMPLYIrIC, W;TlI ME
SOUTII WrODA BUILultiC Cof)E
I
PRODUCT CON71K o:v s 0..
GUIL[iiNG CaDE cohjj,j,,,lhCF n
ICCEPTANCE llo.qB:-
Ql�-' 7-1
Di4DE couNry
0.050" BERTHA STORY PANEL
Sr�Lr
SC4Lr
7 7 9
71,7196
EA S TERM METAL SUPPLY, lHC DJATr
LA<
17
PROPOSED LOTS 95, 96, 97 AND 98
�PROPOSED PLAT OF POD 20C AT THE RESERVE, P.U.D. 11 - CASTLE P . INES
BE S -RIPTION'' suANNED
BY
baclecOo t
LA NddWSECTION 27, TOWNSHIP 36 S
A:PARCEL-OF, -Mb�Ly-i
UTH:-RANA
EA$f'. LU-61E�COUNTY.,�,FLORIDA--,,-�BEING,MOkE PARTICULARLY- DE§� R'IBED
COMMENCEAT ' THE SQUTHEASTCORNER OF TRACT 1, AS-SHOWN--dN-THE,
PLAT OF POQ'20B ATT-H*E RESERVL� P.U.D. 11 - CASTLE'PINLS,'AS-RECORD'*ED,
IN!PLAT BOOK-3911 PAGES 3 AND 3A, PUBLIC RECORDS OF ST. LUCIE-COUNTY,
FLORIDA:
THENCE NORTH 06044'40" WEST ALONG THE EAST LINE OF SAID TR,�C'T),A
DISTANCE OF 198.48 FEET; THENCE NORTH 83015'20" EAST, DEPARTING SAID
EAST LINE, A DISTANCE OF 205.35 FEET TO THE POINT OF BEGINNING; .
TH 0 ENCE NORTH 47043'38" EAST, A DISTANCE OF 66.93 FEET; THENCE- SQUTH
42 ' 16'22" EAST, A DISTANCE OF 116.00 FEET; THENCE SOUTH 47-43'3'8;'.WEST, A
DISTANCE OF 66.93 FEET; THENCE NORTH 42'16'22" WEST, A DISTANCE OF
116.00 FEET TO THE POINT OF BEGINNING. I
SHEET 1 OF -2 '
4
LEGEND:
A - DELTA ANGLE
L - ARC LENGTH
CATV = CABLE TV
C.B. = CATCH BASIN
C.B.S. = CONCRETE BLOCK & STUCCO
G- = CENTERLINE
CONC. = CONCRETE'
COV. - COVERED
D.E, = DRAINAGE EASEMENT
ELEV., = ELEVATION
E.O.P. = EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
F.F. - FINISHED, FLOOR
FND. = FOUND
F.P.E. =,,FLOOD PLAIN EASEMENT
F.P.L. = FLORIDA POWER & LIGHT
I.E.E. = INGRESS/EGRESS EASEMENT
L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT
M.H.. - MANHOLE
MON. =.MONUMENT
N-G.V.D. = NATIONAL GEODETIC VERTICAL DATUM
k*? kd,�
opio
N.R. = NOT RADIAL
O.E. = OVERHANG EASEMENT
O.M.E. = OVERHANG MAINTENANCE EASEMENT
O.R.S. = OFFICIAL RECORD BOOK
O/S - OFFSET
O.S. = OPEN SPACE TRACT
P.B. - PLAT BOOK
P.C. = POINT OF CURVATURE
P.C.P. = PERMANENT CONTRbl- POINT
P.D.E. = PRIVATE DRAINAGE EASEMENT
P.G.E. = PRIVATE GAS EASEMENT
P.K. = PARKER KALON NAIL
P.O.B. = POINT OF BEGINNING
P.O.C. = POINT OF COMMENCEMENT
P.P. = POWER POLE I
P.R.M. = PERMANENT REFERENCE MONUMENT
PROP. =PROPOSED
P.T. = POINT OF TANGENCY
P.U.E. - PRIVATE UTILITY EASEMENT
R = RADIUS
RAD. = RADIAL
. N P.T.
C.B.
\�PROP.
\ �4
PROP.
0 T. NO. 3
S.
P.O.B.
27.6
N83'1 O"E
2.05.35'\
ID
CD 57�
X�
cq
6, -0'
9.4
Ali
D, PROP.
nC7 hin Ix
P.O.C.
S.E. CORNER
TRACT I
— TRACT 1
POD 20B AT THE RESERVE
P.U.D. II -CASTLE PINES
P.B. 39, PAGES 3 & 3A
PROP.
UPLAND PRESER
EASEMENT N
�U4,IEYOR'S REPORT:
1. 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.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED'ON
THIS SURVEY THAT MAY BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY. ,
6. THIS SKETCH ISTHE PROPERTY OF LAWSON, NOBLE & WEBB, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE &
WEBB,jNC. IN WRITING. I
T. BEARINGS SHOWN KEREON,ARE BASED ON THE NORTH LINE OF LOT 98
WHICH BEARS N 47*43-38'� AND ALL BEARINGS ARE RELATIVE TO PLAT.
8. BOUNDARY[". — ) IWN 'ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHFRW!SF,M0TFf) -), , ��
9. ELEVATIONS,SHOWN HEREON -ARE -BASED ON-N.G.V.D. ADJUSTMENT OF 1929.
10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE
RATE MAP'PANEL NO.'126285-0275F. , DATED AUGUST 19,1991
11. IMPRO�EMENTS IF ANY ARE AS SHOWN.
12 DATE FIELDSUAVEY: SEPTEMBER 24, 2003
CERTIFICATj0jh
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VAl,10 WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
qD MAPPER
Z - I
MRCHAEL T. KOLODZIEJCZYK, PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 3864
R/W
RIGHT-OF-WAY
0 = SET 5/8" [RON ROD
SAN.
SANITARY
WITH CAP WITNESS
S.B.T.
SOUTHERN BELL TELEPHONE
CORNER LB #6674
S.F.
SQUARE FEET
0 1.0' OFFSET
T.O.B.
TOP OF BANK
0 = ELECTRIC SERVICE
TYP.
= TYPICAL
A = CATV
U.E.
= UTILITY EASEMENT
= LIGHT POST
U.L.P.
= UPLAND PRESERVATION
0
- SET 5/8" IRON ROD WITH CAP NO. L13 6�74
= 11" PINE TO 13E
0
- FOUND 5/8" IRON ROD WITH CAP No. LB 6674
REMOVED-(TYP)
0
FOUND PERMANENT CONTROL POINT
= 10" PINE ITYP)
SET P-K NAIL WITH DISK NO. LB 6674
TO REMAIN (TYP)
FOUND P-K NAIL No. LB 6674
C)
WATER SERVICES
><
WATER VALVE
SANITARY SERVICE
FOUND PERMANENT REFERENCE MONUMENT 6674
00
EXISTING ELEVATION IN FEET
0.00 >
PROPOSED ELEVATIONS IN FEET
DRAINAGE FLOW INDICATOR
Lii
0
G)
C.B�
PROP.
42
22
rrs
A0,
28.7
p<0
am
61
<0
9.5
')�p Lb
0.1,71, loot,
10:
P,\60o7W\BG52\CAD\L0T SURVEYS\B65PLs95,dmtg 09/21/2003 0D51,09 PM EDT
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 LNW
Lav;se 0 ease
on, Noble & Webb, Inc.
ENGINEERS - PLANNERS - SU'R'VEYORS
590 NW Peacock Boulevard, Sulte 9, Port St. Lucle, Floridd34989'
(772) 878-1700 - fax: (772) 878-1802- email: hiw-ps1olmw-(n6:i:offi
West Palm Beach Port St. Lucle
I REVISION I FB/PG I DATE I BY I CK'D., LDATE; 9--24-03 1
.B.i PG:
DB NO.; B652
i, � _- -'a
LEGEND:
A = DELTA ANGLE
L = ARC L�NdfH
CATV = CABLE TV
C.B. = CATCH BASIN
C.B.S. = CONCRETE BLOCK & STUCCO
(I. -i CENTERLINE
CONC. CONCR(jTE
Cov. COVERED
D.E. D�AINA , GE EASEMENT
ELEV. ELEVATION
E.O.P. EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
F.F. = FINISHED . FLOOR'
FND. = FOUND
F.P.E. -FLOOD PLAIN EASEMENT
F.P.L. - FLORIDA POWER & LIGHT
I.E.E. = INGRESS�EGRESS EASEMENT
L.S.S. - LANDSCAPE AND SIGNAGE EASEMENT
M.H. = MANHOLE
MON. = MONUMENT
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM
VC)
qp&l
\Y �0'1 b,3
N.R. - NOT RADIAL I
O.E. --'OVERHANG EASEMENT
O.U. -i O�ERHANG�M41NTENANCE EASEMENT
d.R.B. �QFFICIAL'R[FtOkb BOOK
�O/S OFFSE1"
O-S- OPEN SPACE. TRACT
P.B. =,,PLAT book "' '
P,C. .- POINT OF.CURVATURE
1.0P.C.P. '-6;PERMANENT CONTROL POINT
P.D.L PRIVATE DRAINAGE EASEMENT
P.G.E. PRIVATE GAS EASEMENT
P.K. �!�PARKER kALON NAIL
1P.0-M ;i*POINT OF BEGINNING
0.6.C. POINT. OF:COMMENCEMENT
P.P. POWER POLE
P.R.M. PERMANENT REFERENCE MONUMENT
.PROP. '=,PROPOSED
P., T. - POINT OF TANGENCY
P.U.E. - PRIVATE UTILITY EASEMENT
R - RADIUS
RAD. = RADIAL
PROP.
\,,,,�O-S- T . NO. 3
P.O.B. .6;
205 ff.
<'o
� NO
PROP.
O.S,T. NO_3
— P.O.C.
S.E. CORNER
TRACT 1
PROP.
UPLAND PRESERVAT
EASEMENT NO. 4
TRACT, 1,
POQ;2OB AT-r THE�RESERVL-:'�
P.U.D.: 117CASTLE PINES,_
P.B. 39, PAGES 3 & 3A, -
ZZ
T.
C.B.
\�PROP.
SURVEYOR'S REPORT:
1. 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.
3. VISIBLE ENCROACHMENTS ARE AS SHOWN.
4. DESCRIPTION FURNISHED BY CLIENT.
5. NOTICE: THERE MAY BE ADDITIONAL RESTRICTIONS THAT ARE 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 & WEBB, INC. AND SHALL NOT
BE REPRODUCED IN WHOLE OR PART WITHOUT THE PERMISSION OF LAWSON, NOBLE &
WEBB, INC. IN WRITING.
T. BEARINGS, SHOWN HEREON ARE BASED ON, THE NORTH LINE OF LOT 98
WHiCH,@E�116. N, 4,7-43'38" E 11 AND ALL BEARINGS ARE RELATIVE TO PLAT.
B. BOUNDARY DIMENSIONS SiiOWN ARE P�RPLAVAND FIELD MEASUREMENT UNLESS
OTHERWISE NOTED
9...,, ELEVATIONS SHOWNqEPEON-ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929.
10. LANDS SHOWN HEREON tIE. WITHIN ZONE- X ACCORDING TO THE FLOOD INSURANCE
RATE MA?,.PANEL NO. �20285-10275F` . DATED.AUGUST 19. 1991
11. , IMPROVEMENTS IF_ -ANY ARE AS SHOWN.
12., DATEQF FIELD SURVEY: SEPTEMBER 24, 21003
CERTIFICATION:
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LIPENSED SURVEYOR AND MAPPER.
JULIAN.P. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731
R/W
- RIGHT-OF-WAY
0 =SET 5/8" IRON ROD
SAN.
-',SANITARY
WITH CAP WITNESS
S.B.T.-
= SOUTHERN BELL TELEPHONE
CORNER LB #6674
SIF.
= SQUARE FEET
a 1.0' OFFSET
P_
= TOP OF BANK
0 = ELECTRIC SERVICE
_
TY
. ?.ICAL
A - CATV
U.E.
UTILITY EASEMENT
= LIGHT POST
UL?.�
UPLAND PRESERVATION
0
SET 5/8" IRON ROD WITH CAP NO. 1_8 6674
13 = I I" PINE To BE
-.0
FOUND 5/8" IRON ROD:WITH CAP No. LB 6674
REMOVED(TYP)
0
='FOUND PERMANENT CONTROL POINT
4F = 10" PINE ITYP)
A
---SET P-K NAIL WITH DISK NO. LB 6674
TO REMAIN (TYP)
A
= FOUND P-K NAIL No. LB 6674
0
= WATER SERVICES
X
= WATER VALVE'
0
= SANITARY SERVICE
El
= FOUND PERMANENT REFERENCE MONUMENT 6674
00
- EXISTING ELEVATION IN FEET
0.00 >
= PROPOSED ELEVATIONS IN FEET
.4
= DRAINAGE FLOW INDICATOR
ID
C.B.
PROP .
NOTE: MEASURED TO END OF BOARD
BAZ
<v
TO,
3.7'
.16
46 .10 N. HAS
L)
<
%�O;% N§z e 04
0% \0
57 \ /,
'0 .9d:
. '�P -22' rd v
PROP.
O.&T. NO. 3
SCARE
BY
t. Lu6ie COUntY
L.kQ�
St. Lucie County Public Works
SHEET2 OF 7 ------------- —
P,\600-699\B652\CAI)\LOT SURVEYS\R652Ls95.dwq 12/16/io63 02,36,11 PM EST
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 LNW
0 0 0 0 0 0 0 9 0 0 00
Lawson, Noble.& Webb, Inc.
ENGINEERS .- PLANNERS - SURVEYORS
590 NW Peacock Boulevard. Suite 9. Port St. Lucie, Florida 34986
(772) 878-ITOO - fax: (772) 878-1802. emck Inw-psloInw-inc.corn
West Palm Beach Part St. Luele
DATE BY I CK-D DATE: .9-24-03
2-15-03 BY: JDM
CK'D: MTK
F.B.; PG:
JOB NO.: B652
B P #:
SECTION:
�7
TOWNSHIP:
RANGE:
MAP NO.:
ZONING:
42)
LAND USE:
LOT CVG %:
TAZ NO.:
FLOODZONE:
FIRM MAP #.'
IST FLR ELV:
MAX HGT:
CST TYPE:
OCCP TYPE:
MAX. OCCP:
# OF FLRS:
WATER:
SEWER:
SPRINKLERS
STORMWATE
R
LOT OF REC (befr 1/90)
LOT OF REC (aftr 1/90)
LOT SPLIT
LOT SPLIT
REaD
APPRV`D
DECAL:
LIBRARY
-PARKS
.
PERMIT
NUMBER
IMPACTFEE
IMPAC T FEE
FEE
REPORT
PUBLIC.BLDG .
HABITABALE
RADONFEE
CODE
IM
AREA
0
(RADON)
Y N
ROAD
GROSS ROAD
CREDIT
TOTA LROAD ,
IMPACTZONE
'M P -T FEE
IMPACTIFEEI
SCHOOL
CREDIT
TOTAL
IMPACTFEE
SCHOOL
IMPACT FEE
POLICE FEE
-FIREIXE
!AISC FEES:;
TOTAL
'ol
�5
AJC ETFIREf
MISC. FEES
ADDITIONAL
SPECIFY:
TOTALAILL
PERMITS
FEES
REQ'D
-jr)
REVIEWS,`
ZONING
PLANS
-
C_
SEA
MANG
REVIEWED BY
EXAMINING
-T URTLE_
DATE
A Y1410
. ......
.. ..
COMPLETE
5
INITIALS
DATE FILED: 6q3oqxj6tfj
PLAN REVIEW FEE; RECEIPT NO.: PERNHT NUM13ER:'
CONCURRENCYFEE: RECEIPT NO.: CIERT. CAP. NO.:
ALL I.N.FO MUST BECOMPLETE at FILLED IN TO BE ACCEPTED
ST. LUCIE-COUNTYPUBLI,C.WORKS AG !9 . 1�64
BUILDING& ZONING DEPARTMENT
2300 VIRGINIA AVENUE
FORT PIERCE. FL 34982-5652 sil.;AWED
561-462-1553
BY
st. Lude CountY
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
PROJECT INFORMATION
195 L
1 . LOCATION/SITE ADDRESS: sLbr. 9S CA4;_-mwx%-rks Z�LA3tm Zq7F6�
2. SID NAME: 'PC --A- WLI-Ar�11M SITE PLAN NAME: (=Avs- ME:
3. PROPERTY TAXID #:
f
4. LEGAL DESCRIPTION (atta-c'fi'-e�trd sheets if necessary)'
5. PLAT 6. PAGE- 7. B
OOK .- i 4 YC K, LOT
NO >P.C. NO.
h., X
9. PARCEL SIZE: Q FT. LOT DIMENSIONS
10. DESCRIPTION 9f CONS7YCTION PROJECT OR WORK ACTIVITY:
, � I ""; .1 1 1. � I I- 1_1 _1� Ij M
14
itaw
`11. SETBACKS(ACTUAL) FRONT. BACK: RIGHT EFt
0.19M SIDE SIDE:
T57
12. TYPE OF CONSTRUCTION (Check all appropriate boxes)
X� NEW CONSTRUCTION EXPANSION/ADDITION INTERIOR RENOVATION
Dd RESIDENTIAL ],,.-COMMERCIAL INDUSTRIAL
H -OTHER(SPECIFY)-
13. DESCRIPTION OF PROPOSED USE: S� _,C.EL�A�
14. Sq. Ft./CONSTRUCTION: 'f5. Sq. Ft. 1 st Flbor:
16. VALUE OF CONSTRUCTION: S _3 R'R 0-7-9, do
The value of construction is used to determine lhe-2m�64 bf permit fees to be assessed. SL'Lucie County reserves the right to question and/or modify the
Indicated value of cDnsbucbon if it Is demonstrated, that the submitted *fi�unis are not cz�hsistent wdth similar types of construction activities., If the value Is $2500
or more, a RECORDED Notice of dommenbe�rnent mustbe submitted vAth this application.
Ark
SLCCDV Form No.: 001 -0i
OWNER INFORMATION:
NAME:
ADDRESS:
CITY: WASir 4i�kLJ-1 'BWe_A4 STATE: "ZIO -5,�.46 k
PHONE (DAYTIME): (j'12) '*V? I 2_11
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS
BELOW.
FEE SIMPLE TITLEHOLDER: N /A
ADDRESS:
CITY:
STATE: MP
PHONE (DAYTIME):
CONTRACTOR INFORMATION
ST. of FL REGJCERT M
ST. LUCIE
COUNTY CERT M
BUSINESS NAME:
t-(A--r Lp.-k>- G_�
RC�X�_ a
QUALIFIERS NAME:
V41-L
ADDRESS:
N W �?frsagNa
Vkr-,-K'
CITY:
G_r Lut,--tv-
S I TATE: VL ZIP
PHONE (DAYTIME):
FAX NO. qee L4 6b,3
ARCHITIENGINEER:
M M P,
A-1--cA
AiDDRESS:
CITY:
2%KL".bp,
STATE: ZIP
PHONE (DAYTIME):
fq4ti 6S8
BONDING COMPANY:
IUDDRESS:
'ITY:
STATE: ZIP
61ORTGAGE LENDER: N/A
kDDRESS:
'ITY:
STATE: ZIP
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days
ifter notification it will be voided and returned to you by mail.
CERTIFICATION:--"
This application is hereby made to obtain a,'perrnit to. do the work and installations as indicated, and to obtain a certificate of
capacity, if applicable, for the permitt6a w'orik.'.J pertify that no work or Installation has commenced prior to the issuance of a permit
and that all work will be performed to meet We standards of all laws regulating construction in this jurisdiction. lunderstandthat
separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,
TANKS, AND AIR CONDITIONERS, ETC. --,.:hot otherwise included with this building permit application.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming p
ools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU'INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICEOF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT- TITLE, AND
INTEREST -THAT IS SUBJECT TO ATTACHMENI; AS A CONDITION-bF THIS PERMIT YOU
PROMISE i IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN
LAW NOTICE�TOYJHE OERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
OW, NER'S AFFIPAVIT: 1,certify that-allj6e fb�dgoing4r&formatiowls accurate and that*all work will bia done in compliance
with all applicable laws regulating construction and zoni
NTRA"O SIGNATURE CONTRACTO"S NATURE�, 7-.
P,
STATE OP FLORIDA"!
STATE OF FLORIDA"
COUNTYOF 4%-r LJAC%IK COUNTY OF 'S-r.-LVr—t r,
The foregoing instrument Was ackri'o-w"le"dged"'' The foreaoina;: instrument was nrknnwIarInari
rsonally ka-p-w—nTo me-bir who
as Identification.
as icientiricat
11grIature of*Notlary �f otary
Ignatu7e
L�YAA)L-, H a
Type or Print Name o Notary
Type of Print Name of Notary -
Nota[y Public Title Nota[yPubl!G —Tifle..
—Comm iss! on- kumber�'"'-!� ..... . .
LYNNE COmMi0iod N . .......
AMC%4� C-fMn4 DDM32M
(seal
E)PIM M12W?
B nft
op"
06 (SW"-42U.
... ............ Plonda N?�Z Amn., Inc
.......... ... 4
............. .............
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. a
IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNE FVBUILDER, THE - OWNER MUST PERSONALLY APPEAR
TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
I
ST LUCIE COUNTY
ROAD IM[PACT FEE CALCULATION FORM
DATE:
NAME OF FEE PAYER:
ADDRESS:
PERMIT #:
ROAD IMPACT ZONE:
SCANNED
BY
StludeCounty
THE IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED ON
THE FEE SCHEDULE ADOPTED, EFFECTIVE 10-01-03.
IMPACT FEE CALCULATIONS
LA�USE TYPE:
(# SQ FT (PER X FEE
ROAD: lo��
PUBLIC BLDGS:
IT
&MTI-FAM(#UNITS -"-X FEE
ROAD:
SCHOOL:
LIBRARY'-.
1 //-5
PUB LI C B LD GS
PARKS:
POLICE:
FIRE/EMS:
1"TF
ML4-T?TI-DA,DE COUN-1y, FLOPIDA
111F-TRO-DADE FLAGLEP, BUILDNC3
EUILDING CODE COrTLUNCE OFFICE
Ivffi-TRO-DADF FLAGLER BUMD]Nr,
140 WEST FLAGLER STREET SLUTE 1603
hCAM, FLORM� 33130-1563
PRODUCT CONTROL NOTICE OF ACCEPTANCE (305)375-2901
Eastern Metal Supply, Inc. PAX (305) 375-2908
3600 23rd Ave., South CONTRACTOR LICENjINC; SEMON
LakeWortbL,FL 33461' (305)371-2527 EA)C(305)375-2558
Uri L'V CONTRAC�ORENFORCEraNTDTMION
0 BY. 6. (305)375-2966FA)C(305)375-2908
L. LUcje Courny PRODTJCr cbNTROL DIVISION
Your application for Notice of Acceptance (NOA) of. (305) 375-2902 PAX (3o5) 372.6339
0.030 11 Galvanized Steel Sf.orru Panels Shutter
under -Chapter 8 of the Code: Of lyfiami-Dade County gov
eming the use of AlterAate Materials and Ty
, pes of
Construction, and completely described herein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance 0fi ce (BCCO) under the -conditions specified herein,
This NOA shall * not be validafter the expiration date stated below. BCCO reserves the right to securd this
product or material at any #me from ajobsite orm*a_n_u*facturer's plaiii for q*uality corr�oj testing. Ifthis
product or material fails to �erform in -the approved manner B cCO May revoke, modify; pr suspend the
&f -Such -product or mat�rial immediately. - B QC.o _' *'
resdrves- thoright-to. Mvokff this approval, if, it is
detarmihed by.BCCO. that Lis product or mabeaal -fails- to: met -th'
BuildirigCode. e ..e requirement of tbj2: south Florida
The 6k�*ehS6 of Such testing *M be incu, rred �y the radnufacturer.
ACCEPTANCE No.. 00-09 1 19.10
EXPIRES- 06/07/2004 Raul Rodriguez
Chief Product Control Division
TMS is THE COVERSEEET, SEE ADD MONAI, PA6ES -FOR SPE
LONDITIONS . CIFIC AND GENERA 1,
BUILDING CODE& PRODUCT RE WcoMMTTEE
This application for Product Approval has been reviewed by the kbO and approved by the Building
Code and Produ�t Review Committee to be used in 1YEami-Dad Co
forth above. e untY, Florida under the conditions set
APPROVED: 06/07/2001
Francisco J. Quintana� R.A.
Director
Miami -Dade County
Building Code Compliance Off -ice
W('�SODG I �Dc20001%temphtes\noEice 2ccepmnc� cwe, pamd,,
Internet mail address: postmastcr@buildin�-codeonline.com
R% Hfomeoaue: h—Ltn:/A��,,, k_aA: ---------- *____
Eastern Metal Supply,�Inc. ACCEPTANCE No.
00-0919.10
APPRO-�E D
06/07/2001
06/07/2004
SCOPE
This approves 0'030" Galvanized Steel Storm Panels Shu r, as describtd in Section 2 of th
Notice of Acceptaalce, designed to comply With the Sou Ftte
th lorida Building qode, 1994 Edition fc
Miami -Dade County, for the, loCations where the pressure requirements, as determined by SFB.
Chapter 23, do notexceed the Design P=sure Rating values indicated in the approved drawings.
2. PRODUCT DESCRIPTION
This *0.030" Galvanized Steel Storm Panels shutter and its compone shall b o e in tri
compliance with the foll - Rts e c n�lruct d s c
owing.documents: Drawing No. 001252, titled "24 Gagge� Berth i .'
-10, 2.000, last revisio f -
Steel Stbim Panels", prepared by Tilteco, Inc., dated JWY Galvanize.d
.U, #1 dated April 3-1-
200 1, sheets I through 9 of 9, signed and scaled �y Walter A. Tillit ' ariqg ' 1.
.4--Dad Jr., P.E.,& the Miami
e�Co)j�ty 'Product' Control- approval Stamp,vYith,the-Nolice. of Acceptance number-aiad pprova
date�.�_y..f4ejvB i - g
anu-Dadc County -Product Control Division. - ese. docume sh 11.
referred to as the �pproved drawings. Th nl�s, a .4ereiaaftpr bt
3- LUMTATTONS
All Permanent set components, included but not limited to embedded
metal shields, hoad�rs and sills, must be o ed
-all againstcorrosiou,
anchor bolts, threaded cones,
contamination and danaa-ge'at
4. INSST.,,�LLATION
This 0.030" Galvan�zed Stef-I StOnn Panels Shutter and its components shall be, installed in strict
compliance with the !approved drawings.
S. LABELING
Each panel shall bear a permanent label with the manufacturer,s name or logo, city, state and the
following statement:; "Miami -Dade County Product Control Approved".
6. BUILDING pEpMT REQUMMENTS
6.1 Application for- building Permit shall be accompanied by copies of the foll o
6.1.1 This Nitice: of Acceptance. wing-,
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly' marked to show tbC-.P0n1pDnCntS selected for th P
installation. e rDposed
6.1.3 Azy other documents required by the: Buildiiag'Official or the South Florida Building
Code. (SFBC) in order to Properly evaluate the installation of this system.
lvav_�
kielmy A. Majar, P.E. -Product Conti ol Examiner
PToduct Control Divisi*
On —
r
St. Lucie Coanty
Building and Zoning Department
23oo Virginia Avenue
Fort Pierce, FL 34982
. 561-462-1553
SCANNED
BY.
St Lucie rru in
ly
'cation for Wind Load Compliance
Design Certifi
This Certification is to be completed by Elie project design architect or engineer. This Certification must be submitted with all
applications for building permits involving the construction of new residence (single or multi- family), residential addition. any
accessory st111CtUTC requiring a building permit, and any nonicsidcritial struciure. This Certification shall not apply to interior
renovations (provided that no structural walls. columns or other similar component is being effccted) and certain other minor buildin."
permits. For further assistance, please contact the . Building Inspection Office at 462-1553 or 462-2172.
Fro�cct Name e=Ars—MIL I
St. Lucie Coanty
Building and Zoning Department
23oo Virginia Avenue
Fort Pierce, FL 34982
. 561-462-1553
SCANNED
BY.
St Lucie rru in
ly
'cation for Wind Load Compliance
Design Certifi
This Certification is to be completed by Elie project design architect or engineer. This Certification must be submitted with all
applications for building permits involving the construction of new residence (single or multi- family), residential addition. any
accessory st111CtUTC requiring a building permit, and any nonicsidcritial struciure. This Certification shall not apply to interior
renovations (provided that no structural walls. columns or other similar component is being effccted) and certain other minor buildin."
permits. For further assistance, please contact the . Building Inspection Office at 462-1553 or 462-2172.
Fro�cct Name e=Ars—MIL I
----------------
I MS TOWO 94 mw�l
Offlocc U C Onl e
""'= UIC
street Address
I Permit Number
occupancy T c
Construction Type
Certification Statement: n ec f, aEi av es e
I certify that, to the best of my knowledge and belief, these plans a d sp i ic ons h e been d ign d 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
loa&- and forces specified by current code provisions.
Design Parameteri and Assurnl)tions Used: (Please check or complete the appropriate box.)
1. Florida Building Code 2001 Edition X . . ASCE 7-98 —
2. Building Design is (check one) Enclosed X Partially Enclosed— OpenBuilding-
3. Building Height: 704—) 4. Wind Speed Used in Building Design: 3 second gust
5. Wind Exposure Classification (refer to exposure tables in Building Code identified in Line. #1):
6. Average Wind Velocity Pressure on Exterior Faces of Structure 311 PSF
7� Peak Wind Velocity -Pressure on Exterior Faces of Structure PSF
8. ImportanceftJsc Factor (obtain from Building Code);
9. Loads: Floor _:�PSF Roofflive
Roof/dead 2�PSF
10, Were Shear Walls Considered for Structure (check one)- Yes X No —(if No, attach explartation)
11. is a Continuous Lead Path Provided (check one): Yes No — (it No, attach explanation)
12. Am Component and Cladding Detail Provided (check one): Yes No —Of No, attach explanntlos,)
13. Minimum Soil Beafing Pressure: 60 PSF A
As witnessed by my seal, I hereby certify that the information included with this certification'!s !tme I and
correct, to the best of my knowledge and belief.
_119q7
Name: R. C�LXINLN —1 URA%IiZ Certification e
SEP 2 4 2003
Design Firm:G LF, Date:
SLCCf)V FoTm#020.00
St. Lucie County
Building & Zoning
BUILDING PERMIT
SUB -CONTRACTOR SUMMARY
SCANNED
BY
St. Lucie CountY
1401'AWS will be using the following sub -contractors for the
(Company/Individual Name)
project located at 15LbG
(Street address or Property Tax ID
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
I
Name of Company/Contractor
St. Lucie County/
State of Florida
License Number
Electrical
[< b UT4 �_i L Rj:f _L, C,6 &5r-
Plumbing
RFz
j/1
HVAC/
Mechanical
cAc—
Roofing
A3091 (aK'
TaL_lXTSL_z_:
Gas
OFFICF USF ONLY:
ISSUE DATE:
06126/ 20.03. 05: 03 772-468-9505
05LM2091 11ift 0714684603
KOLTER HDIES PAGE 02
FAW Uld
ST. LUCM COUNTY puBLIC WORKS
BuILDINp & ZOMG DEPARTMENT
1JMDINGPEW=
SVI3-00NTR.ACT0RAGRSEb=4T SCANNED
BY
St Lucie County
I
Wei& Cou* Caftnew aWfflastfaii WNW
atre of Fbddu CWHMOcn Num6w Or 0' Ar.
KMLL-nj tm�-7R= N*W-�6 hasagreedtobs
6L
the
&L SUbcontroolcirfor
Om of wravacomr: nw)
Cis It Is unds"nocci that'
for the project located mtC��'Ftb4O
I (wm omvn or mpny tu n)#)
If there Is my change of atom regarding oijr participation wfth tf4m abme mentioned
project, I will kruned1maly zd*A the Building and Zoning DapaftKd of St. Lucie County
by pamonally filing a Change of Contractor
Form ($Lc= FORM NO, 00440).
BUSINESS QUALIFIER (av�rwsbmdm mwm*
T
C�J- >-.g-z> �
Cmfs
MWIT 0 1 1 tsam VATC
09/17/2003 04:21 772-468- 9505 KOLTER HOMES PAGE 02
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BMDING PERNM
suB-coNTRAcTOR AGREEMENT
SCANNED
BY
St. Lucie Couniy
SL Lucie County Contractor Certification Number
State of Florida Certification Number (if applicable):
'F�Kaw�6 , has agreed to be
(comparryfindividual narne)
the �'Latqkzuz:"�- sub -contractor for f46tARZI
(type of construction trade) (n2nne of the ptinne contractor)
SQ>r. C�s
for the project located atC-&;kM0U!CT (% . It is understood that.
(street address or property tax rD #)
if there is any change of status regarding our participation with the above mentioned
project, I will immediRtely advise the Building and Zoning Department of St. Lucie County
by personally filing a Change of Contractor
Form (SLCCDV FORM NO. 00"0).
BUSINES AILIFI original signatures required):
MPrRK !b,
VLX�I-M-
Print name
Date
business name:
wpap'�--I—%C4--�
address:
I -?�z 1� W
city,state,zip:
P0 �LT 'Z� L-L(C-- t V:L
phone:
5'7a
4�S`4
V W
E
06/19/2003 00:51 772-46�-;�R%S KOLTER HOMES PAGE 02
W.1u.,l.ul A..Vt �014b' rm= rj�i u4
ST. LUCIE COUNTY PU13LIC WORKS
BUILDING & ZONING DE17ARTMENT
BUILDING FERMT '
SUB -CONTRACTOR . AGREEMENT
St. Lucle. County Contmator GertIftflon Numbw,
State of Florida Certification Number-otawcafe):
W-M-)
BY
o-!; (P'i st. cie CoulItY
CA cc 4 1 Lqq�
agreed to be
the 4 V.Arc- sub-coniractor for
ftpe of eaAaww" "do) (narno at the pritno contmvW)
for the project located 8tCAkt161-k%-rt'1L It is understood that,
Obeet address or Prepony hx ID V)
if there. is any change of status regarding our participation with the above mentioned
project, I will Immediately advise the Building and Zoning Department of St. Lucie County
by personally filing a Change of Contractor
Form (SLCCDV FOFtM NO. 004-00).
(Or4him Signatures faquirsco;
N[W ek�lsx:si
sign
Print name
NISAIP, Alik CONU1110NING--
business name: irkoirn-Am
address:
cfty.state'4p:
phone:
)FIFICEMSEfONLY, OLCCOV FORM NO.: MY
PaRmrr a
L�-J
A2G-2000 8.18AM
FROM
ST. LUCIE COUNTY PUBLIC WORK5
BUILDING & ZONING DEPAIMM-ENT
� BUILDING PERMIT .
SUB -CONTRACTOR . AGREJ8GPN%F_D
BY
St. Lurie COUnty - -
St- Lucie County Contractor Certification -Number. I eo 9� Z�>O&
State of Florida Certification Number pf apocatiio); CCC058246
M
<E�aTMKS
name)
has agreod to be
the Fpovz IM4, sub -contractor for 401v\_.US-
(tym of consiracHan b-aclo) 9's' (na" of the pnrrto coruraddr,
for the project located a 4RA0a%-T1.&L It is Undersiood that,
(strmt aftre= or prOperty t3X ID 0)
if there is any change of status regarding our participation with the tabove nef -ioned
projectJ will immediaitely advise the Building and Zoning Department of St. Lucie i'ounty
by person2lly filing a Change of Contractor
Form (SLCCDV FORM NO. D"�00)_
131-191
business name:
address:
city.state.zip:
phone:
mqiired):
ERIC LEVINE
Print n2rne
Date
Reliable Rooflnpr & Gutters.Inc
1332 WabgUo Dr Ste#5
West Palm 11pnen- El 13409
961-694-6212 - . -
H USE ONLY: a SLCCVVMRMPwi:� m-00
PEM rr 0
I '�
eserve
S.,Community Development District
St. Lucie County Building Department
2300 Virginia Ave.
Ft. Pierce, FL 34982
Reference: Multi -Family Construction
To Whom It May Concern:
Address:
SCANNED
BY
st. Lude CountY
tL')�.Q Gus -
Concerning the above referenced project, this letter will serve to notify all interested
parties that water & sewer service has been reserved & will be provided upon request by
the Builder.
Payment for reservation charges, hook-up fees, and any necessary metering equipment is
required at time of service.
Since
r
0 sapo, airman
rrr
elopl
rve Do Pelopment District
p
s s e
e D ne
2140 N.W. Reserve Park Trace + Port St. Lucie, FL 34986 + Telephone: (772) 468-4604 + (772) 467-157
ST. LUCIE COUNTY
BUILDING &ZONING
23DO VIRGINIA AVENUE
FORT PIERCE. FL U982-S652
561462-1553
FILLED LANDS AFFIDAVIT SCANNED
BY
St. Lucie Couptj,
1, the undersigned, am the owner of the following described property:
for which I have applied to St. Lucie County for a Final DE've!]qpment Permit. In accepting
this Final Development Permit, BP Number,,;��Q?z�z/ , I acknowledge that as
owner of the above described property, and in accordance'with Section 7.04.01 (D), St.
Lucie County Land Development Code, I shall be responsible for assuring adequate
drainage so that the immediate community WILL NOT be adversely affected. I further
acknowledge that in granting this permit for the development of this property, St. Lucie
County is neither obliged nor liable to provide for, or maintain in any form, adequate
drainage off my property which will not adversely affect the immediate community.
�ROBFRV<7 J VAkL_
Property Owner Name
Property Ownei ature Date
STATE OF FLORIDA. COUNTY OF S-k— LAelkl��
ACKNOWLEDGED BEFORE c3j taQ AY OF Z_V_t_ 20
BY WHO HAS PRODUCED
—AS IDENTIFICATION.
SIGNA REOFNOTARY TYPE OR PRINT NAME OF NOTARY
(SEAL)
NOTARYPUBLIC ITLE
COMMISSION NUMBER
.................. ..........................
LYNNE MOORE
Commig DD0232868
S
E*= SMW
Bonded Vane (800)4324254:
Florida Noian,Assn.. Inc
..... . .....
Job Address
"IVINION
L -SIDENTIAL PLAN R,,--;,VEEW FORM
SCANNED
Pernfit # '9.c? 19 q ) Z a I
ATTACWqENTS
OLLUVAI
Scaled DraWings-Name, etc.
FBC 104.2
Lot Survey
FBC 104.2
mmul + Room by �RoomCaj
FL Energy Code
Product review or affidavit
FBC 1606.2.2.1
FOU NDATION
Footing Details
FBC 1804.1
Change in Elevations
FBC 1804
Area Tabulation
FBC 104.2
STRUCTURAL
Wall Section -CBS
FBC 104.2 / 2 101
Interior Bearing Walls
FBC 104.2/2308
Bay Window Detail
FBC 104.2 / 2308
Gable End Detail
FBC 104.2 CH- 16
Porches - Exterior Ceilings
FBC 104.2 CH 16
Butt Glass Detail
FBC 104.2/2405
Fire Place / Chimney Detail
FBC 104.2 CH 28
Tie Beam Lhange in Heights
FBC 104.2 / ACI
Lintel Detail
FBCCh 1,16,21
SEOTIONAL
Truss Plan
FBC Ch-11 16
Sheathing Sizes& Nailing Detail
FBCCh-23/APA
Electrical Plan tkw.,,.fk w-A-r for
FBC 104.2 /NEC
�wa of Q bWm
AC Duct Plan
FBC 104.21 FMC
Plumbing miser
FPC 104.2
INTERIOR
Wind Borne Debris Protection
FBC 1606-1.4
Wind Load Design
FBC 104.2
Survey Matches Structural Plans
FBC 104.2
Knergy Evaluation
FL Energy Code
Design Wind pressures for openin
�fite�or Bearing Walls (detail) FBC 1804
qAlumn Pads
FBC 1804
Dimensions FBC 104.2
Wall Section -Frame
Frame to Block Details
*inoow Seat �Detail
�ro`nt Entry Details - Ext. Ceil
Knee Walls
Bearing Wall Header
,Window / Door Buck Details
)Yeam Block -Poured Tie Beaj
Glass Block Detail
Connector Chart
:ntional Framing
ical Calculations, Riser,
�fak odel & BTU's beinj
Balance Return Air
FBC Q/2308
FBC 104.2 / 2309 5
FBC 104.2 / 2308
ings
FBC 104.212308
FBC 104.2 / 2308
FBC 104.2 / 2308.3
L//
FBC104.2/1606
n
FBCChl.16,21
FBC 104.2 / 2112
�_L
FBC Ch-l/ 16
FBC Ch-23
etc.
used
FBC 104.2 / NEC
FL Energy Code
FMC Ch-6
Egress Windows
gath & Bedr oom Door
FBC 105.4
FBC T-1004
V
Xront Door Size (36" x 6'8")
��oke Detectors
FBCT-1004
FBC/NFPA72
bl
Attic Access (22"X 36" min.)
FBC 2309.6
__Z
S
/$iir & andrail / Guardrail Detail
FBC Ch- I / 1 oo7
L/
Dryer Vent E�xhaust
FMC501.31509.3
L/
Exhaust Fan Ven_dng�-7
FMC 5 10.3 / 506.1
i st Keview Vate Lal 6
2nd Review Date Final Review Z
Plans Examiner Name
�6 Signature
I
BY
St. LucieCdd
7tk
,9- IY7
-2-33
Z/- 9,6- — 0
-P- 23P -7
72y-
44 10
j2- -- -----
90 0
-zr �109- - / 3
LUC I E C 0 U N T
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division SCANNED
This is a Final Certificate of Occupancy BY
St Lugie unty
This Certificate is issued pursuant to the requirements of the Stan a
Building Code certifying that at the time of issuance this structure
was in compliance with the various ordinances of St. Lucie County
regulating building construction or use. For the following:
Certificate of Occupancy No. 23091681-001 Building Permit No. 23091681
Lot: 95 Block:
Subdivision: :
Parcel/Folio Nbr: 3327-801-0000-000/2
Occupancy: R2 : MULTI -FAMILY
Maximum Nbr of Persons: Maximum Floor Load:
Building Address: 8149-8155 CARNOUSTIE PL
Legal Description:
27 36 39 ALL THAT PART LYG ELY
Permit Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES -
4 UNITS - (2)3/2 & (2)3/2.5
Contractor: VAIL, ROBERT JOSEPH
C.O. Description: MULTI -FAMILY RESIDENCE 2 STORY / 4 UNITS
Permit Finaled: October 26, 2004
Conditions
owner of Building: RESERVE HOMES LTD,
1601 FORUM PL STE 805
DENNIS M GRIM, CBO W PALM BEACH FL 33401
BUILDING OFFICX 26 OCT 2004
Building Official DATE PRINTED
NOTE:
This Certificate of Occupancy is issued to the above named, for building at the above named location only upon the express
provision that the applicant will abide by and comply with all the conditions of the Zoning Ordinances and all Ordinances
or Building Codes of St. Lucie County pertaining to the erection, construction or remodeling of buildings or structures.
This also certifies that the electrical wiring and or equipment, and the plumbing work have been inspected and approved.
The issuance of this Certificate grants permission to occupy and use the property described herein only for the use indicated.
Any change in use will require a new Certificate of Occupancy.
POST IN A CONSPICUOUS PLACE
S L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT Page 1
Permit #: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
Applicant Name: ROBERT JOSEPH VAIL Type: CONTRACTOR
Contact Phone: (561) 468-4703 Double Fee: N
Contractor Name: VAIL, ROBERT JOSEPH Cert Nbr: 17686
Business Name: KOLTER SIGNATURE HOMES INC
Setbacks Left: Right: Front: .93 Rear: 1.00
Fire Marsh Nbr: Stub Out: T-Pole:
Utility COs: CENTRAL
Addl Information: DUPLICATE INSPECTIONS FOR I & 2 FLOORS. WH
PERMIT # STATUS PT CERT # DBA JOB DESCRIPTION
23091681 FINL MF 17686 KOLTER SIGNATURE HOMES IN * CONSTRUCT MULTI -FA
23091682 FINL EP 16865 CAREY & KNUTH ELECTRICAL ELECTRIC FOR MULTI F
23091683 FINL PP 19769 AMERI-TECH PLUMBING INC PLUMBING FOR MULTI F
23091684 FINL ME 8288 COMFORT CONTROL OF ST LUC MECHANICAL/HVAC FOR
23091685 FINL RP 16856 RELIABLE ROOFING & GUTTER ROOF FOR MULTI FAMIL
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 2
Req
Description Pr
Date Res
Description
Insp
Date
105
(ST) FORM BOARD SU 1
12/29/03 90
APPROVED
GTM33
12/29/03
COMMENTS: DIDI
104
(ST) COMPACTION TE 1
01/12/04 90
APPROVED
BLD41
01/12/04
420
(PL) PLUMBING ROUG 1
01/15/04 90
APPROVED
BLD39
01/15/04
COMMENTS: UNIT # 8155
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR
PARTIAL
11:33:39
420
(PL) PLUMBING ROUG 1
01/15/04 91
PARTIAL,APPROVED
BLD39
01/15/04
COMMENTS: UNIT # 8153
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR
PARTIAL
11:33:21
S L. L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT
Page 2
Permit #: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 2
Req Description Pr Date Res Description
Insp Date
420 (PL) PLUMBING ROUG 1 01/15/04 91 PARTIAL,APPROVED BLD39 01/15/04
COMMENTS: UNIT # 8151
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 11:32:52
420 (PL) PLUMBING ROUG 1 01/15/04 91 PARTIAL,APPROVED BLD39 01/15/04
COMMENTS: UNIT # 8149
AUTOMATED REQUEST 16:51:40 14 JAN 2004
427
(PL) TEMP.TOILET
1 01/15/04 90
APPROVED
BLD39
01/15/04
103
(EL) EUFFER GROUND
3 01/21/04 90
APPROVED
BLD18
01/21/04
COMMENTS: AUTOMATED
REQUEST 16:49:13
20 JAN 2004
115
(ST) SLAB
3 01/21/04 90
APPROVED
BLD18
01/21/04
COMMENTS: AUTOMATED
REQUEST 16:49:30
20 JAN 2004
121
(ST) TERMITE SPRAY
3 01/21/04 90
APPROVED
BLD18
01/21/04
COMMENTS: RECV'D CERTIFICATE
IN OUR
OFFICE
AUTOMATED
REQUEST 16:49:46
20 JAN 2004
123 (ST) STAIRS (CONCR 0 02/27/04 81 DISAPPROVED 13LD27 02/27/04
COMMENTS: NOT READY ..MISSING VERT STEEL
MISSING 45 DEGREE WALL AT BACK OF STAIRS IN
MODEL
AUTOMATED REQUEST 15:52:42 26 FEB 2004
118 (ST) COLUMN 4 02/27/04 81 DISAPPROVED BLD27 02/27/04
125 (ST)
TIE -BEAM 4
02/27/04 81
DISAPPROVED
BLD27
02/27/04
123 (ST)
STAIRS (CONCR 0
03/01/04 90
APPROVED
BLD18
03/01/04
COMMENTS: REQ ADDED
DUE TO FAILED
INSP 15:28:57
27 FEB 2004
S I- L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT Page 3
Permit #: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2
REINSPECTION FEES
PAID:
2
Req
Description Pr Date Res
Description
Insp
Date
118
(ST) COLUMN 4 03/01/04 90
APPROVED
BLD18
03/01/04
COMMENTS: REQ ADDED DUE TO FAILED
INSP 15:29:02 27 FEB
2004
125
(ST) TIE -BEAM 4 03/01/04 90
APPROVED
BLD18
03/01/04
COMMENTS: recd letter for deleting
dowels
AUTOMATED REQUEST 17:09:43
27 FEB 2004
118
(ST) COLUMN 6 03/23/04 91
PARTIAL,APPROVED
BLD18
03/23/04
COMMENTS: STILL NEED RAKEBEAM
125 (ST) TIE -BEAM G 03/23/04 91 PARTIAL,APPROVED ELD18 03/23/04
COMMENTS: AUTOMATED REQUEST 16:04:25 22 MAR 2004
134 (ST) ROOF SHEATHIN 5 03/26/04 91 PARTIAL,APPROVED BLD18 03/26/04
COMMENTS: TWO END WALL UNITS ONLY
KRIS
118 (ST) COLUMN 6 04/02/04 90 APPROVED ELD27 04/02/04
COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 10:00:13
125
(ST) TIE -BEAM 6
04/02/04 90 APPROVED
BLD27 04/02/04
COMMENTS:
RAKE BEAM
(CHRIS 772-528-5263)
REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
10:00:35
134
(ST) ROOF
SHEATHIN 6
04/13/04 91 PARTIAL,APPROVED
BLD27 04/13/04
COMMENTS:
AUTOMATED
REQUEST 13:54:56 12 APR 2004
134
(ST) ROOF
SHEATHIN 6
04/13/04 91 PARTIAL,APPROVED
BLD27 04/13/04
COMMENTS:
REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
16:30:29
134
(ST) ROOF
SHEATHIN 6
04/13/04 91 PARTIAL,APPROVED
BLD27 04/13/04
COMMENTS:
REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
16:30:48
I
S L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT Page 4
Permit #: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 2
Req Description Pr Date Res Description Insp Date
134
(ST) ROOF SHEATHIN
6 04/13/04 91 PARTIAL,APPROVED
BLD27 04/13/04
COMMENTS: REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
16:31:25
134
(ST) ROOF SHEATHIN
6 04/13/04 91 PARTIAL,APPROVED
BLD27 04/13/04
COMMENTS: REQ ADDED
DUE TO A CA.NCEL,ROLLOVER,OR PARTIAL
16:31:39
134
(ST) ROOF SHEATHIN
6 04/13/04 90 APPROVED
BLD27 04/13/04
COMMENTS: REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
16:31:47
133
(ST) WIN/DOOR BUCK
7 04/20/04 90 APPROVED
BLD27 04/20/04
COMMENTS: UNIT 4
REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
1
14:33:27
133
(ST) WIN/DOOR BUCK
7 04/20/04 91 PARTIAL,APPROVED
BLD27 04/20/04
COMMENTS: UNIT 3
REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:33:08
133
(ST) WIN/DOOR BUCK
7 04/20/04 91 PARTIAL,APPROVED
BLD27 04/20/04
COMMENTS: UNIT 2
REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:32:56
133
(ST) WIN/DOOR BUCK
7 04/20/04 91 PARTIAL,APPROVED
BLD27 04/20/04
COMMENTS: UNIT 1
135 (ST) WALL
SHEATHIN 7
04/20/04 90 APPROVED
BLD27 04/20/04
COMMENTS:
UNIT 4
REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:36:32
135 (ST) WALL SHEATHIN 7 04/20/04 91 PARTIAL,APPROVED 13LD27 04/20/04
COMMENTS: UNIT 3
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:3G:23
S L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT Page 5
Permit #: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 . Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY ]BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 2
Req Description Pr Date Res Description Insp Date
135 (ST) WALL
SHEATHIN 7
04/20/04 91 PARTIAL,APPROVED
BLD27 04/20/04
COMMENTS:
UNIT 2
REQ ADDED
DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:36:14
13S (ST) WALL SHEATHIN 7 04/20/04 91 PARTIAL,APPROVED BLD27 04/20/04
COMMENTS: UNIT I
137 (ST) STRAPPING 7 04/20/04 90 APPROVED BLD27 04/20/04
COMMENTS: UNIT 4
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:34:28
137 (ST) STRAPPING 7 04/20/04 91 PARTIAL,APPROVED BLD27 04/20/04
COMMENTS: UNIT 3
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:34:12
137 (ST) STRAPPING 7 04/20/04 91 PARTIAL,APPROVED ELD27 04/20/04
COMMENTS: UNIT 2
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:34:00
137 (ST) STRAPPING 7 04/20/04 91 PARTIAL,APPROVED 13LD27 04/20/04
COMMENTS: UNIT 1
145 (*) TRUSS DRWG 7 04/20/04 90 APPROVED BLD27 04/20/04
COMMENTS: UNIT 4
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:35:14
145 (*) TRUSS DRWG 7 04/20/04 91 PARTIAL,APPROVED BLD27 04/20/04
COMMENTS: UNIT 3
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:35:04
145 (*) TRUSS DRWG 7 04/20/04 91 PARTIAL,APPROVED BLD27 04/20/04
COMMENTS: UNIT 2
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:34:50
S 1'. 'L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT
Page 6
Permit 4: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 2
Req Description Pr Date Res Description
145 (*) TRUSS DRWG 7 04/20/04 91 PARTIAL,APPROVED
COMMENTS: UNIT 1
136 (ST) DRY-IN/FLASHI 9 04/23/04 90 APPROVED
COMMENTS: AUTOMATED REQUEST 16:16:15 22 APR 2004
115 (ST) SLAB 0 05/03/04 90 APPROVED
COMMENTS: patio (dave 201-9776)
121 (ST) TERMITE SPRAY 0 05/03/04 90 APPROVED
COMMENTS: RECD TERMITE CERT
patio
140 (ST) CONR/FRAMING 9 05/26/04 90 APPROVED
COMMENTS: AUTOMATED REQUEST 15:35:18 25 MAY 2004
148
(ST)
DO/WIN ATTACH
9
05/2G/04
90
APPROVED
179
(ST)
FIREWALL
9
05/26/04
90
APPROVED
Insp Date
BLD27 04/20/04
ELD18 04/23/04
BLD18 05/03/04
BLD18 05/03/04
ELD18 05/26/04
BLD18 05/26/04
BLD18 05/26/04
238 (EL) ELECTRIC ROUG 9 05/26/04 91 PARTIAL,APPROVED BLD28 05/26/04
COMMENTS: UNIT # 8149
238 (EL) ELECTRIC ROUG 9 05/26/04 91 PARTIAL,APPROVED BLD28 05/26/04
COMMENTS: UNIT # 8151
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:37:08
238 (EL) ELECTRIC ROUG 9 05/26/04 91 PARTIAL,APPROVED BLD28 05/26/04
COMMENTS: UNIT # 8153
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:37:42
238 (EL) ELECTRIC ROUG 9 05/26/04 90 APPROVED BLD28 05/26/04
COMMENTS: UNIT # 8155
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:38:00
S L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT
Page 7
Permit #: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 2
Req
Description Pr Date Res Description
Insp Date
351
(ME) MECHANICAL RO 9 05/2G/04 91 PARTIAL,APPROVED
BLD28 05/2G/04
COMMENTS: UNIT # 8149
351
(ME) MECHANICAL RO 9 05/2G/04 91 PARTIAL,APPROVED
BLD28 05/26/04
COMMENTS: UNIT # 8151
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:38:32
351
(ME) MECHANICAL RO 9 05/26/04 91 PARTIAL,APPROVED
BLD28 05/26/04
COMMENTS: UNIT # 8153
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:38:48
351
(ME) MECHANICAL RO 9 05/26/04 90 APPROVED
BLD28 05/26/04
COMMENTS: UNIT # 8155
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:39:04
423
(PL) PLUMBING TOP 9 05/26/04 82 DISAPVD/REINSP FEE R
ELD39 05/26/04
COMMENTS: UNIT 96***BACK PITCH ON SANITARY TO TUB &
SHOWER , NEED VENT BETWEEN THE TWO TRAPS
UNIT 98 BACK PITCH ON KITCHEN SINK SANITARY
STUB OUT
AUTOMATED REQUEST 15:36:02 25 MAY 2004
423
(PL) PLUMBING TOP 9 05/28/04 91 PARTIAL,APPROVED
BLD39 05/28/04
COMMENTS: AUTOMATED REQUEST 16:15:29 27 MAY 2004
423
(PL) PLUMBING TOP 9 05/28/04 91 PARTIAL,APPROVED
ELD39 05/28/04
COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:41:23
423
(PL) PLUMBING TOP 9 05/28/04 91 PARTIAL,APPROVED
BLD39 05/28/04
COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:41:34
423
(PL) PLUMBING TOP 9 05/28/04 90 APPROVED
BLD39 05/28/04
COMMENTS: REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:41:48
S L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT Page 8
Permit 9: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 2
Req Description Pr Date Res Description Insp Date
144 (ST) HOT MOP 9 06/11/04 90 APPROVED BLD18 06/11/04
141 (ST) INSULATION 10 06/11/04 90 APPROVED BLD18 06/11/04
COMMENTS: COMPLETE
AUTOMATED REQUEST 14:42:17 10 JUN 2004
153 (ST) INSUL CERT 10 07/02/04 90
APPROVED
IBLD35
07/02/04
425 (PL) SEWER CONNECT 0 08/04/04 81
DISAPPROVED
BLD39
08/04/04
COMMENTS: UNCOVER SEWERS
AUTOMATED REQUEST 15:48:28 03 AUG 2004
425 (PL) SEWER CONNECT 0 08/05/04 75
CANC.INSP.PERMITEE
BLD36
08/05/04
COMMENTS: john canceled 7 am
REQ ADDED DUE TO FAILED
INSP 15:14:59 04 AUG
2004
425 (PL) SEWER CONNECT 0 08/09/04 82
DISAPVD/REINSP FEE R
BLD18
08/09/04
COMMENTS: STILL NOT UNCOVERED
AUTOMATED REQUEST 11:57:44 06 AUG 2004
425 (PL) SEWER CONNECT 0 08/10/04 91
PARTIAL,APPROVED
BLD39
08/10/04
COMMENTS: UNIT # 8149
REQ ADDED DUE TO FAILED
INSP 11:47:03 09 AUG
2004
425 (PL) SEWER CONNECT 0 08/10/04 91
PARTIAL,APPROVED
BLD39
08/10/04
COMMENTS: UNIT # 8151
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL
14:57:36
425 (PL) SEWER CONNECT 0 08/10/04 91 PARTIAL,APPROVED BLD39 08/10/04
COMMENTS: UNIT # 8153
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:58:09
S L U C I E C 0 U N T Y
2300 Virginia Avenue
Ft. Pierce, Florida 34982
Growth Management Division
PERMIT
Page 9
Permit #: 23091681 Type: MULTI -FAMILY RESIDENTIAL Insp Area ST : VOX
Issued: 12/09/03 Master Nbr. 23091681
Job Location: 8149-8155 CARNOUSTIE PL / PORT ST LUCIE
Jurisdiction: ST LUCIE COUNTY
Lot: 95 Blk: Subdiv:
Parcel: 3327-801-0000-000/2
Owner's Name: RESERVE HOMES LTD, Flood: X Elev:
Project:
Job Description: * CONSTRUCT MULTI -FAMILY BUILDING- 2 STORIES
4 UNITS - (2)3/2 & (2)3/2.5
INSPECTIONS - For Requests, Call: (561) 462-1261
REINSPECTION FEES REQUIRED: 2 REINSPECTION FEES PAID: 2
Req Description Pr Date Res Description
Insp Date
425 (PL) SEWER CONNECT 0 08/10/04 90 APPROVED BLD39 08/10/04
COMMENTS: UNIT # 8155
REQ ADDED DUE TO A CANCEL,ROLLOVER,OR PARTIAL 14:59:01
259 (EL) POWER RELEASE 11 08/16/04 90 APPROVED BLD41 08/16/04
260 (EL) 30 DAY FOR TE 11 10/12/04 90 APPROVED
COMMENTS: AUTOMATED REQUEST 14:31:02 11 OCT 2004
172 (ST) HURRICANE PAN 12 10/20/04 90 APPROVED
180 (ST) BUILDING FINA 12 10/20/04 90 APPROVED
280 (EL) ELECTRIC FINA 12 10/20/04 81 DISAPPROVED
COMMENTS: UNIT # 8155 - ELECTRIC OUTLET NOT INSTALLED
IN COUNTER BACKSPLASH
380
(ME)
MECHANICAL FI
12
10/20/04
90
APPROVED
480
(PL)
PLUMBING FINA
12
10/20/04
90
APPROVED
800
(ZC)
ADDRESS FINAL
12
10/20/04
90
APPROVED
803 (ZC) PARKING/HANDI 12 10/20/04 93 NOT REQUIRED
808 (ZC) LANDSCAPING/T 12 10/20/04 90 APPROVED
996 (ST) FINAL TERMITE 12 10/20/04 90 APPROVED
COMMENTS: RECV'D CERTIFICATE IN OUR OFFICE
REQ ADDED DUE TO FAILED INSP 11:35:33
996 (ST) FINAL TERMITE 12 10/20/04 81 DISAPPROVED
COMMENTS: NO TERMITE CERT ON JOBSITE
BLD46 10/12/04
BLD18 10/20/04
BLD18 10/20/04
BLD28 10/20/04
BLD18 10/20/04
BLD18 10/20/04
BLD18 10/20/04
BLD18 10/20/04
BLD18 10/20/04
BLD18 10/20/04
20 OCT 2004
BLD18 10/20/04
".Fhj-25-2004 16:30 P. 04
POrt bt. LUCIe tJUIIUlng L)5,.. "lUFirdIR THIS FORM 13 TO BE FILLED OUT
BY PEST CONTROL COMPANY
E
110M
E
0
(0
- - i-
Cerfifi.cate of Comolian
[This is it parfial treatment only and not a guarantee or K
PERMIT NUMBER: Z
LOCATION OF PROPERTY: 8149-8155 Camoustie PL Fort Sai�t Lucie, FL
LEGAL DESCRIPTION: SECTION: BLOCK:
jPFzrcoRTRoLc3mPANYj
Timothy M. Huletl;
COM EAS9 PRINT
SIGNATURE
08/25/04 PRESIDENT
DATE TITLE
[SOIL TREATMENT COMPANY INFORMATION
14uleft Enviro=entlill SerViCCS
SOIL TREATMENT COMPANY NAME
7670 Okeechobee Blvd
ADDRESS
JFOOOIS86
SOIL TREATMENT/DACS LICENSE#
All work was done in accordance with the
manufacturer's specifications and in accordance
with all State and federal laws governing
pesticide application. A second treatment was
done on [Date] �08126/04 as per manufacturer's
reqqIcqd acopy of the pri*qqLlabel iihpll be
Ln.dudeo with this rftate.
rN
Courtty Public Works
TREATMENT INFOMRTIONI
01/19/04
DATE OF TREATMENT SGANNhU
Chlarpyrifos BY
CHEMICAL USED &Wdetuality
.50%
CONCENTRATION
635
GALLONS USED
Pov6 er Spmy
METHOD OF APPLICATION [Rodded, Soil ML<ed, ETCJ
6354 sqft
UN —EAR FOOTAGE OF AREA TREATED
28126/04
DWIT-UFTREATMENT
Chlorpyrifos
CHEMICAL USED
.50%
CONCENTRATION
35
NMNS USED
Power Spray
9ETHOD OF APPLICATION lRodded. Soil Nfixed, ETCJ
354
LINEAR FOOTAGE OF AREA TREATED
Please Note: The City of Oort �t Lucia does not guarantee or warranty the preconstruction soil
treatment attested to in the above. The purpose of this document Is to show that to the best of this
Departments knowledge, the builder has satisfied the requirements of the Standard Building Code
and the One and Two Family Dwelling Code fDr protection against termites
ThlsformMustb e urniad to the Building
_pLLft
Department before your final inspection is scheduled
REQUEST FOR 30 DAY TEmPoRARy I
DATm.- SL Lucia
PaRmrr NumB'ERA
PROPERTY Aomse:
T
FnD E72 (77 E 7 u
AVG 16 2994
county comm. Devel. Dept.
Code Compliance Division
2300 Virginia Avenue
Fort Pierce, Fl. 34982-6862
ph. (581) 462-2165
Fax (581) 482-1735
SCANNED
By
Lucie Colin
ly
UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL POWER TO
THEABOVE DESCRIBED PROPERTY, FOR AFERIOE) NOTTO EXCEED THIRTY (30)
DAYS, FORTHE PURPOSE OFTESTING SYSTEMSAND EQUIPMENTIN PREPARA-
TIPII FOR FINAL INSPECTION, IN CONSICERATION.-OF APPROVAL OF THIS
WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS:
Works
r6 �- C�-' %* 9 S-
I- This temporary power raleasO IN requested for the above stated purpose
only, and there will be no occupancy of any type, other than that permitted
by construction during this time period. .
2. As witness by our signatures, we hereby agies to abide by all terms and
conditions Of this agreement Including Building Division Policy, which Is
Incarpar8ted heroin by reference.
S. All conditions and requfrements listed In the attached document anfilled
"RequIrem onto for 3D Day Power for TeaUngw have been fulfilled and the
promises Is ready for compilance Inspection.
We hereby r8I and agree to hold harmless, St. Lucie County, and their employees
from all liabilities and claim$ Of any type or nature which may arise now or In the future
Out Of this transiaction. Including any damages which may be Incurred due to the
disconnactlon Of electrical power In the event of violation of , this agreement
t
L--" I
11
GLE ASSOCIATES, INC.
Architects - Engineers - Environmental Consultants
st. Lucie
February 11, 2004
TO: St. Lucie County Building Department
Attention: Building Inspector
RE: Kolter Homes PGA Village
C Model Townhomes
Permit #;>3 09 (( so-S'
Dear Building Inspector:
2004
SCANNED
13Y
St., LtIcie coanty
Delete the three dowels noted on the attached drawing. This is a 2x4 wall under the landing.
This applies to all C model townhomes under construction.
If you have any questions or concerns please feel free to call us.
Respectfully y6uis;-.
GI/E-Xisoq4tes, Inc..
R. Quinn Tuurqer, AIA; NCARB
Archiie ' ct 0011,447,.' �
Director of Orlaad'o Operations
Attachment
1320 N. Semoran Boulevard - Suite 203 - Orlando, FL 32807 - 407/658-4151 - Fax: 407/658-4410
Architect AA 0002369 - Engineer EB 0005483 - Asbestos ZA 0000034 - Geology GB 0000297
E)-i� 64
x-4c4*;z—ET-r**,
D 30* E
5YOND BACK
$TO E51
PLACED OVEF
. IPACTED
CLEM FILL
5% PRf
CTOR DENSITY
WIT14
VAFYIR
$OIL �N;IER
SLAB FOR
�RBEFA
4
5MPLACING
rp-
PLC.OFq ELEVATION TO
15 STR=
r0:7tT-F- MINTILM
Cf=j
0.-0.
R ELEVATION TO 8E Is' M(NrWM 4--L
t
0
in
In
ElM
SGANNED
BY
St. Lucie County
0 TERMITE PRETREATING 0
VE
L
)DI'LIGENT
E
nvironmental Services
MAY 0 3 2004
Notice of Preventative Treatment for TermiteLst. Lucie CoAlosc- Works
(as required by Florida Building Code (FBC) 104.2.6 and Broward County Chapter FBC 105.2.2) W
1-866-PRE-TREAT State License JB94495 ;� �-10
Project General Contractor
Service Date Builder
Treatment Type SCANNED
I BY
Development
Structure Address Floating C) Monolithic El Patio A
city S Lu� ---�Cnty Garage Ll Driveway LJ Stem Wall Ll
Owner Addition Q Cutouts 0
Treatment/Product Detail
T�pelreatment: Initial Under slab Y Retreat C3 Final Q
Product: Dursban TC k Chlorpyrifos Ll Dragnet Ll Demon TC El Other
Concentration: Gallons Applied: tn5
Square Footage LaUb Linear Foota e
As per 104.2.6 FEC- If soil chernical barriurnethod for teraniteprvcntioa is wed, fbasl cxtcriortocatorent shall be rompletedloriar to finalbufldingapprorval.
Certificate of Compliance: This building has been treated in accordartm with the rules and laws established by the Florida
Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code.
If th' notice i's foor th ainal exterior treatment, initial and date this line.
C
Applicator (print) ......... 1�
Oraft%
3100 Northwest Boca Raton Boulevard Suite 106 - Boca Raton, FL 33431 - 561-394411 6r AT * FAX 561- 394-3760
C RST- GR
0,
NAHB
"Tom
;jinsulation
a IVIASCO Company
Z IF*ICATION OF INSULATION
R- li,.Ucie county
�� �IONMTALLED ON EXTERIOR WALLS
R-30 INSULATION INSTALLED IN FLAT CEILING AREA
LEGAL: LOT: 98 BLOCK
PERMIT#: 030?/&?t .5Z-c
S U B D IV: B ��7 (-s
AD DRESS- SILIq c4-r(rnou-s-b�
BUILDER: )(011tf, Slcj 1-10fr6sl
GALE JOB # ? 70 c/q
ATTESTED BY:
Date:
6N,9v
SCANNED
By
St Lucie Couritv
3601-A CROSSROADS PARKWAY Fr. PIERCE, FL 34945
FT. PIERCE (772) 465-Dl Q1 - VERO BEACH (772) 589-1514 STUART (T72) 283-3151 - FAX (772) 489-6758
N
gale -n
a MASCO Company SCAPNED
11ciecolin,
CERTIFICATION OF INSULATION
R- INSULATION INSTALLED ON EXTERIOR WALLS
R- 30 INSULATION INSTALLED IN FLAT CEILING AREA
LEGAL: LOT:lt5 BLOCK: SUB DIV:
PERMIT#:.;t309lLo8l SLC—
ADDRESS.:.'8IS5 0-o-rr\ou,5+i0e- I'Acur-c-
BUILDER: -Tnc�
GALEJOB#
ATrESTED BY:
Date:
— b /7
3601 -A CROSSROADS PARKWAY Fr. PIERCE, FL 34945
Fr. PIERCE (772) 465-1919.1 - VERO BEACH (772) 589-1514 STUART (772) 283-3151 - FAX (772) 489-6758
a
8C4S,'D
4 y
CERTIFICATION OF INSULATION
0
R-4 I INSULATION INSTALLED ON EXTERIOR WALLS
R-30 INSULATION INSTALLED IN FLAT CEILING AREA
LEGAL: LOT: 9G BLOCK: SUB DIV: 0-cL;s+Xe-
PERMIT#: a,�>oqjLo�j SLC-
ADDRESS: '9 IS3-- Cox v-toL&s+ �e,
BUILDER: Kok+'e-r skdrkA"Lre� \Aame-s'
GALEJOB#
ATTESTED BY:
Date:,
3601 -XCROSSROADS PARKWAY - FT. PIERCE, FL 34945
Fr.,PIERCE (772)4G5i919.1 - VERO BEACH (772) 589-1514 - STUART (772) 283-3151 - FAX (772) 489-6758
Winsulation
a MASCO Company
TIFICATION OF INSULATION
,%. �_uc:ie
R- -q- / INSULATION INSTALLED ON EXTERIOR WALLS -
R- 30 INSULATION INSTALLED IN FLAT CEILING AREA
LEGAL: LOT: q 7 BLOCK
PERMIT#: c�23091&91 SZ-C
SUB DIV: (fo--soe� loln'e--5
ADDRESS- 81-5-1 earfioct5�7e,- TIO-c-c-
BUILDER: J—ne--
GALEJOB#
ATTESTED BY:
A:
Date:
6 Ig-1c) V
3601-A CROSSROADS PARKWAY FT. PIERCE, FL 34945
FF PIERCE (772) 46S-919.1 - VERO BEACH (772� 5139-1514 STUART (772) 2M31 51 - FAX (772f 489-6768
A. M. ENGINEERING AN - -'ESTING9
3504 INDUSTRIAL 33" STREET
Fr. PIERCE, FLORIDA 34946
LocALOFmcE: (772)461-7508 FAX: (7
RPM
JAIN -12 2004
REPORT OF FOUNDATION PAD COMPA
Client: Dickerson of Florida, Inc. Report Date: 12/9/03
Project No:
Report No: 106
Site: Unit 98-95 Castle Pines Permit No:
Pod 20C, The Reserve, St. Lucie County SCANNED c,?30 W&V
Foundation Pad BY
St. Lucie County
Density tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations in
the building pad. Density tests were performed in the upper one foot of fill. HCP readings were taken in
hand auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were
performed in general compliance with ASTM D 2922. The HCP test, in conjunction with information about
the soil type, is empirically correlated to the relative density of subsurface soils.
Density
Test No.
Date
Tested
Location
Elevation
(feet)
Dry Density (pcf)
Percent
Compaction
In Placel
Proctor
106
12/2/03
SW Comer
0-1
111.8
113.9
98.2
Center
0-1
112.2
113.9
98.5
NE Comer
0-1
110.9
113.9
97.4
* All elevations are below slab grade.
The depth of the fill was approximately two feet. The fill should extend at least five feet beyond the building
perimeter. At the time of our testing no information was available regarding the foundation pad setbacks.
In the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the
modified Proctor maximum dry density (ASTM D 1557).
Distribution:
Client — 1
Kolter Homes — 2
Attn: Shane, Signed & Sealed
Submitted by:
A; M. ENGINEERING AND TESTING, 1NC.
Refec�ca G]a�t Ascoli, P.E.
Florida Registration No. 51863
FAAM DATA\Dickerson of Florida. Inc\Castle PineN06- Unit 98-95.doc, SL
JOANNE HOLMAN, CLERK OF TH� CIRCUIT COURT - SAINT LUCIE COUNTY
File Number: 22BO996 OR BOOK 1811 PAGE 1033
Recorded:10/01/03 15:21 qSC4
NOTICE OF CONDMNCEMENT
tic,
z
Permit No. 7- 1SOc� 16, S I Tax ED N'O,Ssz�
State of Floeida
County of St. Lucie
THE UNDERSIGNED hereby gives notice 'that -improvement will be made to certain real property, and in
accordance with Chapter 713, Florida Statutes, the following information is provided -in this Notice of
Commencement.
Owner Reserve ilomes LTD., LP.
Address 9700 Reserve Blvd., Port St Lucia, Fl, 34986
Owner's interest in site of improvement 100%
Fee Simple Title holder (if other that owner) N/A
Address
Contractor
Address 21 E
Surety hL/A
Address —
Amount of I
Lender NIA
a 772-468-4703
772-468-4603
Persons within the State of Florida designated by Owner upon whom n,)tices or other documents may be
served as provided by Section 713.13 (1) (a) 7., Florida Statutes:, ; , .
Address Fax
In addition to himself, owner designates of '%-
(Phone Fax to receive a copy of the Lienor's Notice as
provided in Section 713.13 (1) F)-,Floiida Statutes.
Expiration date of notice of commencement is one year from the date of recoroft-wfless a different date is
specified.
OWbQRS)SIGNATURE
STATEPF FT -ORIDA, COUNTY OF ST. LUCIE
SwomAo and subscribed be re me this .7,
jut day of .2003
By &fi4AA.*- Q. roAkeig-nerSonRIlu known to —_;�h� who has —oduc A
e
STATE OF PLUMILIA as
ST. LUCIE COUNTY
'THIS TO CERTIFY TMT THIS IS A
TRUE AND CORREC's' COPY OF I HL
C�
ORIGINAL.
RA E HO MAN, CLERK
BY �=�
Ddputy
S ME OF NOTARY
(seal) , ,f&e4� M 0 Z) ZA�'
MMIMSMUMEWS
NOTARY
. ..........................................
LYNNE MGORE
A C�nw D=32asa
W312007
Bwded = (SWY=-4254'
Rorida Notar Am.. In-
............................... ( .............
ST LUCIE COUNTY FIRE DISTRICT
BUREAU OF FIRE PREVENTION
PLAN REVIEW
IS?
2400 Rhode Island Avenue Telephone: 772-46�-8306 i9coi
Ft Pierce, FL 34950 FAX: 772-462-8466
��ZewConstruction )Tenant Improvement )Addition )Renovation/alterations )Shell Only
Jurisdiction: SLC F.P.B.: B-03-339
Occupancy: Castle Pines Bldg. 95 Building Dept: 23091681
Address: , 8149-8155 Mulligan Circle. Number ofstories: 2
Contractor Kolter Signature Homes ' Phone # 772-468-4703
Contractor's Address: 2160 NW Reserve Park Trace City: PSL
State: Florida Zip Code: 34986
ArchitectlEngineer: Turner Architects & Planners Phone # 407-658-4151
Building Owner: Review Date: 10/8/2003
Occupancy Type: Apartments Automatic sprinklers:
Gross sq ft: 8,257 Net sq ft:
Occupant Load: Based On:
Construction Type: SBCCi Type: V urip
NOTE
I . All revisions must be in compliance before the final inioection.
2. The Fire Marshal requires 24 hour notice on all, inspections.
3. The respective Building Department shall schedule ali-final inspections through the Fire Marshal's Office.
4. Permit fees are required * to be pai I d in full prior to any inspections.
5. Failed inspections require payment of fee prior to rescheduling of further inspections.
6. A copy of the required revision/s have been transmitted to the Architect Contractor
7. Penetrations through rated assemblies shall be of proper UL design.
8. LIL design criteria shall be submitted with the construction plans.
9. Fire Alarm Panels shall be located indoors.
THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED.
REVISIONS REQUIRED
ACCESS BOXIS REQUIRED ACCESS KEY SWITCH REQUIRED
1. Model "E" floor plan (end units): Egress windows are required although not indicated for bedroom # 3.
Install egress windows. Provide a revision.
2. Model "E" Electrical'plan (end units): Smoke detectors are required both inside and outside of the
sleeping rooms.. The,master bedrooms do not indicate this. Provide a revision.
3. Model "D"fl ' oo� l3lan: Si��ke deteqtors are, required both inside and outside of the sleeping room.
Bedroom,# 3 does not indicate this; Provide a revision.
Reviewed by;:' Date: 10/8/2003
N'l ��k )I ow
AIR
SCAAINSO
St 4u 8y
Cie C0,117t
J,
0111 oo C�.
u - I�j
LU
LU
co
N.LbAIR AIR CONDITIDN PAGE 03
ENERGY PEW )E-LEVEL (EPL)
DISPLAY CARDI-
. .... i.."
ESTMA'=J� ZXEACYPEPFOP-MA.-N-c-'-X.Scopx* =.35j
KOLTER SIGNATURE Homm, INC.,, PORT ST. LUCIE, FL,
L New wnstrn4ou or Wdsting
New
12. Cooling symeas:
2- SiE1910 filetIlY or Multi-flunity
Multi4knuly
4. Central unit
Cap: 36.0 kBbxfhr
3. Number of enitj;, if"hi'llet*
a
I
4. N;irebw Of3gedrooreg
3
b. NIA
SFV.1 12,00
5. Is this a OW.'atcaw?
Yes
6. Condfdoned floor am
ft-
c. WA
7. Ulm arem &
Single Pane Daublu Pane
& Clear- single Pace
0.0 V 0.0 & -
13. TI..gpg uptorte;
b. CleAr-douliapano
213.512 0.003
Meallia Heat Pmnp
Cap- 36.0
m 71taVothor SHOC - alngto pane
0.0 fp 0.0 ft-
HSM. 7.50
d, 71trVothor SjjGC - double pane
b. N/A
8. Moortypez
a. Slab-on-cirade Edge lamlefion
R-0.0, 195.0(p) ft
0. NIA
h.'1VA
c. NIA
14. Hot water *v=
9. wall r1pas
-
a. Meade Resiatano:
Care. 40.0 Sams
a. concrcbr, IntlML Entriat
R--4A 1134.0 n- -
Ek 0.94
b-Zonareta, TatTn=LAdjaovfft
R-4a 347.0 ft'
b. NIA
P. Frme, W04 Adjawnt
k=1 LO, 270.0 A�
(L NIA
c. con-rVESOTt "Oft
C. "N/A
OJR-Hqd recovery, Solar
10. 'Wungimm
DMI-Daficated heat pump)
a. Un&TAdfin
R-19.0. IS30.0 fe'
15. HVAC.,cdi
'b, NIA
(CF-0411138 fan, CV-Q= VenfilaboN
c. W/A
HF-Wbdo bcnrw flu4
11. Daeb
a. Sup., Una. Ret! Con. Ali- hdcrior
Sw R-6.0,125.0 ft
b. NIA
NZ-H-Multizaae heaft)
I calilythat this hente has 001oplied y6rityl the Florida Energy EfficicAor Coda -For -Building;:'
Construction through ft abm energy sarving kanucawhjch�vjll
jrx this home belbrO fiJM#VHVe9ffo]L Offiarwise� a new EPL Display C . ard . will be coutplabcd
based on installed, Co& coarv&sa &atnr�
Date.- 9-Z.T-0-3
NL. PL &q98/,
Address of Now Honte-.�tl'16LIL_5_13 F_ 1>44d7_aty/K_zi
*,VOTE' ne home's 011imatedeneWperformance.ware is only available through 4WRLVAESeamFu1erprwaaL
1his is not a Building &ergy J?aftng VPyour score 1180 or gilefifer (or 86for a USFPAIDOEAnergySIOW dk4ignattan),
3�ur home may qualojor enoW efflafency morrg� (EW incent;vr-Tifwubbtain:aF7oridaEnerp Gauge Paring.
Contact the Enery Gauge Hotline at 3211638-14.92 or seethe F-aergy Gauge web site atww.f5eauefedufor
Information and a list of ce7fifigdRaters. For infannation about Flaridas Energy E lei _C For I Ing.
Construction. r OnCy . ode. But df
contact the Department of Communi;;vAffaAsmsanqwQffArsion: �LRCSB v3_30)
The Torrey Pines Mod. E
HVAC Load Calculations
for
Kolter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucie, F1 34986
MN773--m-
Prepared BY:
Jose
NisalrAir Co - nditioning
.1501 Decker fiv�:�-'N04
Stuaft, Fl. j4j§4
772-283-0904
Friday, day 09-'20'03
I Project Report I
Project Title:
Project Date:
Client Name:
ClientAddress:
Client City:
Client Phone:
Company Name:
Company Representative:
Company Address:
Company City:
Company Phone:
The Torrey Pines Mod. E
Thursday, May 08, 2003
Kolter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucie, F1 34986
772-46114703
Nisair Air Conditioning
Jose
1501 Decker Ave. - D404
Stuart, Fl. 34994
772-283-0904
Reference City:
Fort Pien
Daily Temperature Range:
High
Latitude:
27
Degrees
Elevation:
25
ft.
Altitude Factor:
0.999
Elevation Sensible Adj. Factor:
1.000
Elevation Total Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Outdoor Outdoor Indoor
DrV Bulb Wet Bulb Rel.Hum
Winter: 42 0 0
Summer: 90 78 50
Square ft. of Room Area;
1531
Indoor
Grains
Dry Bulb
Difference
72
0
75
61
Square ft. Per Ton:
527
Total Sensible Gain:
26,117
Btuh
75
%
Total Latent Gain:
8,764
Btuh
25
%
Total Cooling Required With Outside Air:
34,881
Btuh
2.91
Tons (Based On Sensible + Latent)
RN m 19 �' � 3
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
I Miscellaneous Report I
Summer:
42 0 30 72
90 78 50 75
Calculate:
Yes
Yes
Use Schedule:
Yes
Yes
Roughness Factor:
0.00300
0.01000
Pressure Drop:
0.1000
in.wg.11 00 ft.
0.1000
in.wgJl 00 ft.
Minimum Velocity:
650
ftJmin
450
ft./min
Ma)dmum Velocity:
900
ft./min
750
ftJmin
Minimum Height:
0
in.
0
in.
Ma)dmum Height:
0
in.
0
in.
Infiltration:
0.700
AC/hr
0.400
AC/hr
Volume of Conditioned Space:
X 15109
Cu.ft.
X 15109
Cu.ft.
10,576
Cu.ft./hr
6,04
Cu.ftJhr
X 0.0167
X 0.0167
Total Building Infiltration:
176
CFM
101
CFM
Total Building Ventilation:
0
CFM
0
CFM
—System 1—
Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999X 15.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68XO.999X61.09 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 32.97 = (1.10 X 0.999 X 30.00 Winter Temp. Difference)
11 mit
I Load Preview Report
;one 1
1,531
26,117
8,764
34,881
36,260
471
1,188
1,188
1 -Bdrm #2/Bth
266
7,735
2,451
10,186
7,592
99
352
352
3-6
2-Din RmlM
425
3,799
2,301
6,100
7,414
95
173
173
2-5
3-Liv Rm
360
8,164
1,072
9,236
10,188
132
371
371
3-7
4-M& Bdrm/Bth/Laund
480
6,419
2,940
9,359
11,066
144
292
292
3-6
... . ...... 0
. ............ . #�_Rj ......
010 * Rasideh'a 1A U Map "U
M Mffl�z� �z,M . . ........ S.
MEN
Total Building Summary Loads
gg .... .... .. .. ..
�g
ng;
. 06'.'Z:�� ��M ip--
..... ... .. . .
"h*.*'%.,*."'-*' -.�..s' -, . ': .
IONIC....
M
On. �§, ��' �:� M'q OEM.. -
1 A-rb-o: Glazing -Single pane, operable window, reflective, 157 5,086 0
9,106 9,106
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with fight weave with 25%
coverage
IA-cb-cl: Glazing -Single pane, sliding glass door, clear, 104 3,370 0
3,864 3,864
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with fight weave with 25%
coverage
11 D: Door -Solid Core 37.6 440 0
308 308
14E-4-8c: Wall -two courses brick, brick on concrete or 8 1303 5,942 0
799 799
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, RA 1 insulation in 2 x 4 stud cavity, 227.4 662 0
30 30
no board insulation, brick finish, wood studs
16D-1 9: Roof/Ceiling-Under attic or knee wall, Vented 1531 2,251 0
1,876 1,876
Attic, No Radiant Barrier, Dark Tile, Slate or Concrete,
R-1 9 insulation
22A-prn: Floor -Slab on grade, No edge insulation, no 188 6,655 0
0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
Subtotals for structure: 24,406 0
15,983 15,983
People: 4 800
920 1,720
Equipment 3,200
3,200 6,400
Lighting: 0
0 0
Ductwork: 6,043 584
4,353 4,937
Infiltration: Winter CFM: 176, Summer CFM: 101 5,811 4,180
1,661 5,841
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0
0 0
Total Building Load Totals: 36,260 8,764
26,117 34,881
Total Building Supply CFM: 1,188 (4.7 AC/hr) CFM Per Square ft.:
0.776
Square ft. of Room Area: 1,531 Square fL Per Ton:
527
UNMR&MORM-
Total Heating Required With Outside Ar: 36,260 Btuh 36.260 MBH
Total Sensible Gain: 26,117 Btuh 75 %
Total Latent Gain: 8,764 Btuh 25 %
Total Cooling Required With Outside Pic 34,881 Btuh 2.91 Tons (Based On Sensible + Latent)
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
System I Torrey Pines Mod. E Summary Loads (Peak Method)
IA-rb-o: Glazing -Single pane, operable window, reflective, 157 5,086 0 9,106 9,106
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with tightweave with 250%
coverage
1A-cb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 0 3,864 3,864
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with fight weave with 25%
coverage
11 D: Door -Solid Core 37.6 440 0 308 308
14E-4-8c: Wall -two courses brick, brick on concrete or 8 1303 5,942 0 799 799
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-1 1 insulation in 2 x 4 stud cavity, 227.4 662 0 30 30
no board insulation, brick finish, wood studs '
16D-19: Roof/Ceiling-Under atfic or knee wall, Vented 1531 2,251 0 1,876 1,876
Attic, No Radiant Barrier, Dark Tile, Slate or Concrete,
R-1 9 insulation
22A-pm: Floor -Slab on grade, No edge insulation, no 188 6,655 0 0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
Subtotals for structure: 24,405 0 15,983 15,983
People: 4 800 920 1,720
Equipment: 3,200 3,200 6,400
Lighting: 0 0 0
DuGtwork: 6,043 584 4,353 4,937
Infiltration: Winter CFM: 176, Summer CFM: 101 5,811 4,180 1,661 5,841
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
System 1 Torrey Pines Mod. E Load Totals: 36,260 8,764 26,117 34,881
Supply CFM: 1,188 (4.7 AC/hr) CFM Per Square ft.: 0.776
Square ft. of Room Area: 1,531 Square ft. Per Ton: 527
Total Heating Required With Outside Air: 36,260 Btuh 36.260 MBH
Total Sensible Gain: 26,117 Btuh 75 %
Total Latent Gain: 8,764 Btuh 25 %
Total Cooling Required With Outside Air: 34,81311 Btuh 2.91 Tons (Based On Sensible + Latent)
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
I System 1, Zone I Summary Loads (Peak Method) -1
1A-rb-o: Glazing -Single pane, operable window, reflective,
157
5,086
0
9,106
9,106
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with fight weave with 25%
coverage
1A-cb-d: Glazing -Single pane, sliding glass door, clear,
104
3,370
0
3,864
3,864
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with fight weave with 25%
coverage
11 D: Door -Solid Core
37.6
440
a
308
308
14E-4-8c: Wall -two courses.brick, brick on concrete or 8
1303
5,942
0
799
799
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-1 I insulation in 2 x 4 stud cavity,
227.4
662
0
30
30
no board insulation, brick finish, wood studs
16D-1 9: Roof/Ceiling-Under attic or knee wail, Vented
1531
2,251
0
1,876
1,876
Attic, No Radiant Barrier, Dark Tile, Slate or Concrete,
R-1 9 insulation
22A-pm: Floor -Slab on grade, No edge insulation, no
188
6,655
0
0
0
insulation below floor, any floor cover, passive, heavy
Subtatals for structure:
24,406
0
15,983
15,983
People:
4
800
920
1,720
Equipment:
3,200
3,200
6,400
Lighting:
0
01
0
Ductwork:
6,043
584
4,353,
4,937
Infiltration: Winter CFM: 176, Summer CFM: 101
5,811
4,180
1,661
5,841
System 1, Zone 1 Load Totals:
36,260
8,764
26,117
34,881
Supply CFM: 1,188 (4.7AC/hr) CFM Per Square ft.: 0.776
Square fL of Room Area: 1,531 Square ft Per Ton: 527
Total Heating Required: 36,260 Btuh 36.260
MBH
Total Sensible Gain: 26,117 Btuh 75
%
Total Latent Gain: 8,764 Btuh 25
%
Total Cooling Required: 34,881 Btuh 2.91
Tons (Based On Sensible + Latent)
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
I Detailed Room Loads - Room I - Bdrm #2lBth (Peak Method)
Room Length:
19.0 ft.
System Number
I
Room Width:
14.0 ft.
Zone Number:
1
Area:
266.0 sq.ft.
Supply Air:
352
CFM
Ceiling Height
9.0 ft.
Supply Air Changes:
8.8
AC/hr
Volume:
2,394.0 cu.ft.
Required Vent.:
0
CFM
Number of Registers:
3
Actual Winter Vent.:
0
CFM
Runout Air
117 CFM
Percent of Supply.:
0
%
Runout Duct Size:
6 in.
Actual SummerVent.:
0
CFM
RunoutAjrVelocity:
597 ftJmin.
Percent of Supply:
0
%
Design Loss:
0.100 in.wgJI 00 ft.
Actual Winter Infil.:
38
CFM
Actual Loss:
0.228 in.wg./l 00 ft.
Actual Summer Infil.:
22
CFM
E -Wall-1 4E-4-8c 16 X 9
92
0.152
4.6
420
0.3
0
25
S Mall-1 4E-4-8c 2 X 9
18
0.152
4.6
82
0.1
0
1
S Mall-1 2B-Obvi 9 X 9
81
0.097
2.9
236
0.0
0
4
E -GIs-IA-rb-o shgc-0.35 2%S
26
1.080
32.4
842
80.3
0
2,087
E -GIs-IA-rb-o shgc-0.35 2%S (2)
26
1.080
32.4
842
80.3
0
2,088
UP-Cell-1 613-19 19 X 14
266
0.049
1.5
391
1.2
0
326
Floor-22A-pm 44 ft..Per.
44
1.180
35.4
1,558
0.0
0
0
Subtotals for Structure:
5,069
0
4,626
Infil.: Win.: 38.2, Sum.: 21.8
396
3.177
1,258
0.909
905
360
Ductwork:
0.200
1,265
0.200
146
1,289
,People: 200 lat(per, 230 sen/per
2
400,
460
Equipment:
1,000
1,000
Room Totals: 7,592 2,451 7,735
Detailed Room Loads - Room 2 - Din RmlKit (Peak Method)
M�� 31
Calculation Mode:
Htg. & c1g. Occurrences:
I
Room Length:
25.0 ft. System Number
1
Room Width:
17.0 ft. Zone Number:
1
Area:
425.0 sq.ft. SupplyAjr:
173 CFM
Ceiling Height:
11.0 ft. Supply Air Changes:
2.2 A6hr
Volume:
4,675.0 cu.ft. Required Vent.:
0 CFM
Number of Registers:
2 Actual Winter Vent.:
0 CFM
RunoutAir:
86 CFM Percent of Supply.:
0 %
Runout Duct Size:
5 in. Actual SummerVent.:
0 CFM
RunoutAirVelocity:
634 ft./min. Percent of Supply:
0 %
Design Loss:
0.100 1n.wgJ1 00 ft. Actual Winter Infil.:
40 CFM
Actual Loss:
0.330 in.wgJl 00 ft. Actual Summer Infil.:
23 CFM
............. .
. . . . .
N -Wall-I 4E-4-8c 25 X 11
240 0.152 4.6 1,094
0.6 0 150
S -Wall-14E-4-8c 13 X 11
143 0.152 4.6 652
0.1 0 11
N -Gls-1 A-rb-o shgc-0.35 1 00%S
15 1.080 32.4 486
25.9 0 388
N -Gls-1 A-rb-o shgc-0.35 1 00%S
20 1.080 32.4 648
25.9 0 517
UP -Cell -I 6D-1 9 25 X 17
425 0.049 1.5 625
1.2 0 521
Floor-22A-pm 38 ft..Per.
38 1.180 35.4 1,345
0.0 0 0
Subtotals for Structure:
4,850
0 1,587
Infil.: Wn.: 40.3, Sum.: 23.0
418 3.177 1,328
0.907 955 379
.Ductwork:
0.200 1,236
0.200 146 633
Equipment:
1,200 1,200
Room Totals:
7,414
2,301 3,799
.. .......... . .......
Detailed Room Loads - Room 3 - Liv Rm (Peak Method)
M.
Calculation Mode:
Htg. & c1p. Occurrences:
1
Room Length:
20.0 ft. System Number
1
Room Width:
18.0 ft. Zone Number:
I
Area:
360.0 sq.ft. Supply Air:
371 CFM
Ceiling Height:
9.0 ft. Supply Air Changes:
6.9 AC/hr
Volume:
3,240.0 cu.ft. Required Vent.:
0 CFM
Number of Registers:
3 Actual Winter Vent.:
0 CFM
Runout Air:
124 CFM Percent of Supply.:
0 %
Runout Duct Size:
7 in. Actual Summer Vent.:
0 CFM
RunoutAjrVelocity:
463 Umin. Percent of Supply:
0 %
Design Loss:
0.100 in.wg J1 00 ft. Actual Winter Infil.:
39 CFM
Actual Loss:
0.112 in.wg.1100 ft. Actual Summer Infil.:
22 CFM
. .... . ....
N -Wall-1 4E-4-8c 21 X 9
135 0.152 4.6 616 0.6
0 84
W -Wall-1 4E-4-8c 18 X 9
122 0.152 4.6 556 1.6
0 200
S-Wall-14E-4-8c6X9
14 0.152 4.6 64 0.1
0 1
N -Door-1 I D 3 X 8
24 0.390 11.7 281 8.2
0 197
N -GIs-lA-rb-o shgc-0.35 100%S
30 1.080 32.4 972 25.9
0 776
(2)
W -GIs-lA-rb-o shgc-0.35 3%S (2)
40 1.080 32.4 1,296 81.3
0 3,250
S -GIs-lA-cb-d shgc-0.75 100%S
40 1.080 32.4 1,296 37.2
0 1,486
(2)
UP-Ceil-1 6D-1 9 20 X 18
360 O�049. 1.5 529 1.2
0 441
Floor-22A-pm 45 ft..Per.
45 1.180 35.4 1,593 0.0
0 .. .0
.Subtotals for Structure:
7,203
0 6,435
Infil.: Wn.: 39.0, Surn.: 22.3
405 3.178 1,287 0.909
926 368
Ductwork:
0.200 1,698 0.200
146 1,361
Room Totals:
10,188
1,072 8,164
ei� . ...... . if jo
R"Walwo..'t
w0i ao-;-*�'; ......
E
ruswcm�
Detailed Room Loads - Room 4 - Mstr BdrmlBthILaund (Peak Method)
Calculation Mode: Htg. & c1g.
Occurrences:
Room Length: 32.0 ft.
System Number
Room Width- 15.0 ft.
Zone Number:
Area: 480.0 sq.it.
SupplyAjr:
292 CFM
Ceiling Height: 10.0 ft.
Supply Air Changes:
3.7 AC/hr
Volume: 4,800.0 cuft
Required Vent.:
0 CFM
Number of Registers: 3
Actual Winter Vent.:
0 CFM
RunoutAir: 97 CFM
Percent of Supply.:
0 %
Runout Duct Size: 6 in.
Actual SummerVent.:
0 CFM
RunoutAirVelocity: 496 ftJmin.
Percent of Supply:
0 %
Design Loss: 0.100 in.wgJl 00 ft.
Actual Winter Infil.:
59 CFM
Actual Loss: 0.158 in.wgJIOO ft.
Actual Summer Infil.:
34 CFM
S-Wall-14E4-8c32XlO 256 0.152
4.6 1,167 0.1
0 19
W-Wall-14E-4-8cl3XIO 130 0.152
4.6 593 1.6
0 213
E -Wall-I 2B-Obw 16 X 10 146.4 0.097
2.9 426 0.2
0 26
E -Door-1 I D 2 X 6.8 13.6 0.390
11.7 159 8.2
0 ill
8 -Gls-1 A-cb-d shgc-0.75 1 00%S 64 1.080
32.4 2,074 37.2
0 2,378
(2)
UP-Cell-1 613-19 32 X 15 480 0.049
1.5 706 1.2
0 588
Floor-22A-pm 61 ft..Per. 61 1.180
35.4 2,159 0.0
0 0
Subtotals for Structure:
7,284
0 3,335
Infil.: Win.: 58.8, Surn.: 33.6 610
3.177 1,938 0.908
1,394 554
Ductvvork:
0.200 1,844 0.200
146 1,070
.People: 200 lat/per, 230 seri/per: 2
400 460
Equipment:
1,000 1,000
Room Totals:
11,066
2,940 6,419
I ��ystem I Room Load Summary
1 Bdrm #2/Bth 266 7,592 99 3-6 597 7,735 2,451 352 352
2 Din Rm/Kft 425 7,414 96 2-5 634 3,799 2,301 173 173
3 Liv Rm 360 10,188 132 3-7 463 8,164 1,072 371 371
4 Mstr 480 11,066 144 3-6 496 6,419 2,940 292 292
Bdrm/BthfLaund
System I total 1,531 36,260 471 26,117 8,764 1,188 1,188
System 1 Main Trunk Size: 16 in.
Velocity: 851 ftJmin
Loss per 100 fL: 0.089 in.wg
Type:
Model:
Brand:
Efficiiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n1a 0 Btuh
09/17/2003 00:11 7722837229 NISAIR AIRCONDITION PAGE 02
FORM 60OA-2001
g
FLORIDA ENER,GY�-EF,'-.Fl,'--C,--IE.NCY�C.ODE
FOR BUILDING CON $'-T7RUCTtW
Florida Department of Cgrnirriunity Affairs
Residential Whole Building Pbt6rmance Method A
Project Name: THE TORREY PINES MOD E Builder KOLTIER
Address: Permitting Office:
City, State- PORT ST. LUCIE, F1, PerTnft Number
Owner. KOLTER SIGNATURE HOMES, INC� Jurisdiction Number
Climate Zone: Central
1. New cormhuctiou or qdsting
New
12. coolins *Vtema
2. Sin g1c fimily or multiolamly
—
multi-fimily —
a- Contra] Unit
CW. 36.0.kBtu/hr
3. NUMl=Vf unita, if Molti-fWay
8
SEM. 12.00
4. Number of lloclroomn
3
b. N/A
5. TZ dib a worst WN7
yes
6. Condisomed poor prop, yip)
1530 (P
o. WA
7. (ilaw erm & 13W
SinglePenc DoubloPano
a. Cleat &xs, dafiuihlJ-A,;tor
0.0 ft, o.o R-
Heaifag rpum
b. Default tint
213-5 fl? 0.0 fe
eL Electric Hathatup
c4tlx 56.011d3w/kr
0. laboW U or SHGC
O.D fS 0.0 ft-
HS[i.F. 7.50
a. Flow ty;=
4� sb"A-Grade BdEe Ingulft&1k
R-0,0, 195.D(p) ft
b. NIA
NIA
C. NIA
9. Wall lypta
Hotwiloroyawras
CoRmto. Int bmt, Exterlor
R-411134.OW
a. Elechio RcsiBbmw
Qqn 40.0 gallom
Conclete6btlasal,Adjame
R=42,347.0 W
ER 0.94
c- F—% Wo4 Mijacent
R-1 1A 270.0 f�
1% X/A
(L N/A
o. W/A
o. conservadon omrm
10, Callinarym
(HR-Hcgt rccovay. Solar
a. UhftAtfio
R-19.0.1530.0f?
MiN)edicated heat pump)
b. N/A
U, HVAC Croft
o. WA
(CF-CLAng fill. CV-CMM wnbWM
ii. Ducts
IffIVII1010 house An.
� Sup: Unc. Rct CojL Am Interior
SUP. R-6.0. MO ft
FT-Pr0RTWkfMh10 Thchnoslak
b. NIA
W'C-Multizom cooft
MtrH-Mullizone heaft)
Glass/Floor Area: 0.14 Total as -built points. 21528 PASS
Total base points, 23244
I hereby certify that the plans and specifications covered
by this Cal 'uIatIoqAMjn eompillance with t Florida
r
Energy Code.
PREPARED
DATE:
I hereby certify that this buIjdlI`Jff,-Pp$esI0ned, is in
compliance with the lelodd�!�C::3
OWNERIAGENT:
DATE:
Review. of -the -plans and
specifications covered: by this
calculatiori Indicates compliance
with tht-Flodda Energy Code.
Befbr@�conl struotlo� ls� completed
th!�- bullilih-g-Wil; be Inspected for
complipricavulth. Section 553.908
FloddaZtatutes.
BUILDING OFFICIAL:
DATE,
EnergyGaugeO (Version: FLRCBB v3;30)
09h7/20M 00:11 7722837229 NISAIR AIR CONDITION
rb
linv000m Af tw6v
)Wpbqk
of IE Ap
PAGE 01
9117163
SCANNED
SY
St LuCie Coljnty
SAGW3 /PCL - srVlr 0MV
r
401f4r.
09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 04
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:, PORT ST. LuCIE, FL, PERMIT#: I
13ASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BSPM
Points
Overhang
F16orArea
Type/Sc Ornt
Len Hgt
Area X
SPM X SOF Points
.10 1530.0 26.7a
7wx
skiya, *nm
W
1.0 1.0
27.0
4t.96
0.$4
7D4.7
sIngle, rint
w
1.0 10.0
45.0
47.90
0.99
2143.9
Single,-nint
W
1.0 7.6
25.0
47.90
0.99
1161A
Sftle, Tud
N
1.0 Z5
2.25
24AS
0.88
481.0
sftTe, -nnt
N
1.0 * 1.0
6.0
24AS
0.72
196.2
87mg1e, Thd
s
10.0 1.0
20.0
39.84
0.40
M7
I"
$
0.0 1.0
68.0
39.84
0.48
1237.5
A�auMTbUh
213.61
WALL TYPES
Area X.BSPIVI PoIrds,
Type
R-Yalue
��Oe
X SPM
Polnt�
'Ad)"
517.0 0.70
431.9
Concretp, Ird ftmW, EAulor
42
1134.0
1.16
IMS4
E)dPAW
1134.0 1.90
2MB
Con - urde, Int lrgpA Adjacard
4,i
3'4'7.0
0.64
2221,
WOW, AdjacaM
11.6
2M.0
(170
1894
Baselrow.
17.51.0
1761
DOOR TYPES.
Area x espm
points
Aive
X. SPM
P61nts
A
0.0 0.00
0.
Wwd
j7.6
w.0 4.86
81-.61
vis.
As -bum Tow:
17p,
C,E1PN.G TYPES Area X BSPM
Points
30p
R-Vafue Area, A _SPM X SCM
Pointis
t1rodwAilb
1530.6' 213
��.b
Un'de,rAttic
mo
isi&o
iei�kii6
43.1 4. , 5
B� TotaL
1630A
32SU
As4kaR Tofth
1530j)
43149
FLOOR. TYPES
�Fea X BSPM
Points
Type
R-Valup
Area
X SPM
Points
$�b
195.0(p) -31.8
.8201.0
Sb"n-Gmd, Edg, hwUlm
0.0
195,0(p
-al -go
id .5
Raj$W
0.0 0.0D
0.0
Bac ToWl:
4201.0
As43uja Tow:
195.0
-022U
INFILTRATION
Area X 13SPM
Points
Area X SPM
Points
153D.0 14.31
21-U,94,31-
1630.0 M.31
21W43
ErmgyGmoa DCA Form 600A-Z01 EwgyG8UgMF1aRES=1 FLROSS v3.30
09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 05
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS;, PORT ST. LUCIE, FL, PERMIT#- I
BASE
AS -BUILT
Summer Base Points:
28720.1
Summer As -Built Points:
28121.9
Total Summer X System
Cooling
Total X
Cap
X Duct X System X
Credit
= Cooling
Points Multiplier
Poirds
Component
Ratio
MuMplier Multiplier
Multiplier
Points
(13MxDSMxAHU)
28121,9
1,00D
(1.019x1.160x0." 0-154
two
8924,4
287 20.1 0.4266
12252.0
28121.9
1.00
1.117 0.234
1.000
8924.4
EnergyGauqe� DGA FoTm 6MA-2001 Er*WGaWvVF1aRrz9-"1 FLRGSBv3.30
69/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE OG
FORM 600A-2ooi
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:, PORT ST. LUCIE, F1, PERMIT #: I
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X 13WPM Points
Overhang
Floor Area
T)Fpe/SC Ornt
Len
Hgt
Area X WPM X WOF Point
.12 1930.0 628 1613.9
Simle, Twit
w
1.0
1,0
27.0 13.80 1.08
4114.1
singla, Tint
w
1.0
10.0
45.0 13.80 1.00
62D.4
s1nale. Tint
w
1.0
7.5
25.0 13.801 1.00
344.9
single. Tint
N
AD
2-5
15.38 om
344.3
Vingle. Tim
N
1.0
1.0
0.0 ISM 0-9i
91.3
Shgle, Tirit
a
10.0
1.0
2D.0 10.135 229
498.6
Siav*. Tint
s
8.0
1.0
68.0 10.88 Z29
1052
AS -BUM Totah
213S
391"
WALL TYPES Ares X BWPM Points
Type
R-Value
Area X WPM
Points
AdPcaift 6`17.0 1.50
1110.8
q�r�' Int Insix, adaw
42
1134.0 326
3M.8
Exine" Imo zoo
2288.0
C'61�. int inw. ;kpoent
42
347.0 208
714'.8
Faime. Wood'Ad'inowd
11.0
270.0 1,80
486'.0
1751.0
R Total.
1731.0
U971,
DOOR TYPES Area X BWPM
Points
Ty��
Area X WPM
Points
Adocul 010 0.00
0.6,
ExeylorWo'M
17.0 7.6D
1292
Exleft 17,0 5.10
W.7
Elaw ToW: 17.0
88.7
A94ho`rotal-
17.0
1292
CEILIN'G TYPESArea X BWPM
Points,
Type,
R-Value
Area X WPM,XWCM=
Points-
Undw Aft 16$6.6 0.64
w M''2"
urw�Atiio
19.0
1630.0 0.87 X 1.00
1331.1
1630.0
97a,2
AS-Suilt Total:
1530.0
1331.1
FLOOR TYPES Area X BWPM Point s
Type
R-Value
Area X WPM
Points
�iab 195.0(p) _U
-370.5
islab-Or�Grade Edp Insulgrmn
0.0
19S.qp 25D
487.5
Raised 0.0 0.00
o.o
Batse Total:
-3n.6
A�Rujft Total:
V5.0
487.6
INFILTRATION Area X BWP M Po Ints
Area X WPM
Points
163010 .0.28
-428A
1=0 -0.28
428.4
EnwipyGaUgM DGA Form 60DA-2DOI Eneipyraugoe/FlaRES'2001 F1,R0$Bv3.3D
69/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 07
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:, PORT ST. LUCIE, FL, PERMIT *
BASE
AS -BUILT
Winter Base Points:
5259.4
Winter As -Built Points:
10415.9
Total Winter X System
Heating
Total X
Cap
X Duct X System X
Credit
Ing
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
points
(DMx1)SMxAHU)
525 4 0.6274
3299.8
5.9
10415.9
I.ODO
1.00
(1.06axtiffixOS2) OAS$
1.140 0.45S
1.000
1.000
54014
5402.4
EftMYGOU90— DCA Form 60DA-MOI EnRWGQUgG0MaRESTOO1 FLROSBY3.30
'09/17/2003 00:11 7722937229
NISAIR AIR CONDITION
Zrc-,"A�
FORM 6COA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS:, PORT ST. LUCIF, FL, PERMIT #. I
BASE
AS -BUILT
wATER HE4-nNQ
Number of x Multiplier
Total
Tank EF
Number of X Tank X Multiplier X Credit = Total
Bedrooms
Volume
Bedrooms Ratio Multiplier
3 2584.00
769ZO
40.0 0.94
a 1.00 2400.34 1.0D 7201.0
I Asaa Total;
7901.0
CODE COMPLIANCE STATUS
BASE
ASmBUiLT
6154ng + Heating + HotWater z Total
points Points Polhts Points
Cooling + H + HofWater total
Points point I s Points
1?;�Z - 3300 7i92 24
10'�A W-`2 7101 �11 62
f
I
EnmqlGaugeft DCA Form 6MA-2DOI ErffgyGauaevF1aRES!2D01 FLRGSBv3M
I
09/17/2ee3 00:11
FORM 60OA-2001
7722837229
NISAIR AIR C13NDITION
PAGE 09
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
I ADPRESS:, PORT ST. LUCIE, FI,, PERMIT ft
SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONEWM
SE011ON
REMIREMENTS FOR EACH PRAcME
M;Mmutw..3dWm.ft.!8�mia.k.�.cfWsq.fLdDDrwm.
CaWk gaawiK weaHwembip or seal between: vdndmWdoots & Rama% sumunang yvafl;
CHECK
EAWaWMWM&Q=s -MBIA13C.1.1
Exterff & AdfficentWafis
6i�:IAHC.121
fowdabon & wag sole or Q plft " between aftft waH pamis at amms; u1MY
peratratimr4between vmg panels & topbottom Oates; between wags aW f1w.
EXCE!"11ON: Frarne, VMIa where a w. dh vmz infUtrubw bm, In Is lnst�Had ft eftdr
frm. aik in aea$ed to, Vmfb�nik� to the tw plate.
Fkmm
6W.1ABC.1.Z2
P6r�OP6*�JOL6iiW�n"bwkedby"o�wmw I ftm
Fxckrrt6�: riime f"4�e a �ontinuaus ingure'dan b4dirr'I's ihM In z�qW
to the Perimeter, WMMM and scarm,
cdongr
60JAMIZ3
neNmw.waris & cegfiwjs; ovetratums or Mimi pwo Of top rdw, amum ftft' doses,
ftflfl�k cWmw^'cab1mft ieeW W continuou a air Wrier. gaps In gyp I
1 1 1 1 � - � � top Aft
affla m=m& EXCEPMON: Fram mignp %toe, a m-ftuoili lr� banW is
VIA ls`�eaw iitkii'perw�'wtir, fit pop—ba—bMM IW-.W
'r rMW, I
TywcfatfilyA�rkp 1 -1 ' - rType[Co nsialed kWda a -,L
Rimmed LJoWng Foam
WMA90.12-4
a L C�n
m, bmc Wth"UT'clewaxii & 3", ft6m htsukHan; or 7,Am,,c raw �?o fmm--,.
MiA-6iw Hmim
Amwisfinmooniio
60MABUA.
d"
Bdiiust 16'e'V�OrMd t�uutdpon� appan,, comb=Um OOMO�v�NFOA,
-GA-22.OTHER PRES"
CRIPTPIE"M
URES; 'IM64be
COMPONENTS
REQUMEMENTS I . ..... 'CHFCK
braaWr�(ejwftj�br oAoff CM) must be prcrA�qd 'Gil— tmri wed.
S", 'k
Pao 77pt P90
S*ridro 066is a sods
T at M.,jr
q'P"tqnP tMOT. G9s,sPF1 PD01 M RM UM MM
S6c�� heaft
lmll—
ni64bd`6'i1jk� 66 ini�ra than ..... ..
TWEdSOPSIG;
AJr Dft�b�n Systerns
610.1
DU6�
[LMAC C"Dis 1
W7.4
S@Pv-* i6kia= �toa k'r aubindo thi�
mostat farea�h
'.1,
60.4
30, 0" 710.9"MI 'ei a",
ac��'"JfiiN & flows Ft-1 1.
Er1eqwGauqaw DCA Form SDOA-2001 EnaWCAU9eSftRES2ffl1 FLROSO v3.30
it Z) I -
0
SCANNED
St Lucie County
Ca
- - _. ____ — � 1 114403141� NISAIR AIR CONDITION PAGE 03
Tested sealed d4cts, mus..t.bl.a,,.eert.i.fi'O.d-i,n,�',this hC)use:,.
ENIE
RGV PER-F-_GR-MAN (Ep-L)
DISPLAY CA"--
ESTR"M
KOLTER SIGNATURE HOMES. INC-,', PORT ST. LUCIE, FL,
L Newonnstrecdon o,,,dsqg
2. Sitn5ja fimily or muld-Amlly
3. Number of tmit% if mal&iamuy
4. Number ofiledroores
S. lathiRawotpteak?
6. Coodl6oncd floor ere, (fp)
7- Glenn am & rype
Cloar-ainglo We
b. Clear. double pano
r, TinYofficr S1JGC - dagle pane
d. Tlatimher SHOC - double pane
a. Floor typee
a. Slab -On -Grade Edge losulmion
b. Raised Wonci, Stam Wall
a. N/A
9, Wall tyl=
1Lzonmvw,lnth=LExt;rivr -
bL Coucret% Inthun), Adjacent
%'Frame, Wood. Adjpocnt
d. WA
e� W/A
10. -bd% types
a. UndarAttio
b. N/A
a- WA
ll, D=K[.k F.) I
'L Sup: Una. Act Una. AM Me
b, X/A
Now
12. Coaling 3y3awo
multl-flually
a. Central Unit-
CW. 36.0 kBnz&r
SUR.� 12.00
3
b. N/A
Yes
1693 Be
o. X/A
SinslaDun, DkyublaPnha
-
0.0 w 0.0 f12 —
13. 14cathagAptems
325S FV 0.0 ft. —
16 awt.1i.eHeotpunip
CW. 56.0 Phubr
0.0 V O.D W
NW. 7-50
le. NIA:
R-0-0, J 14.0(p) 11
a. WA
R-19.0, 683.OR2
14. Hot water systems
& Eleetrle Realstwee
CBjx 40.0 jallow
R-4.% 1645.0 fl�
Eaz; 0.94
R=4,2.566.0M
b. x/A
R-1 1.0, 141.0 iV
a. ConwYatImtoradits
(HR-Hcatrowwry. Solar
DIMI)e1cated heat pump)
It-49.0, IDDO.Dft'
t5. HVAq era%-
lyr.
PT-Programmabla Thcrmosaa%
3up. R-U� 125.0 fl:
1d7.CMjld=ocwjjo&,
mur-mulawne beaft)
I cortIfY that this home bas coraplied with the Flofi& Enery EfEdemT CodwFor Buildhig.-
Comintction tbrough the abmro eneW szmg fleaftwee�which-wM�bvWtall;A(pr mtowded)
In this borosbefi�m final kwfi(�ZL Offierwige, ay.;wEMD1splay.Caxd will N completed:
based on fasta1led Code j
Builder Signatme; i Date:*
"C
Address of New 110Md%—AfX6tLS LA4(= cjty/jz�, 7ip.
*NOTE-* 7he homes estimated energYPerformance score is only available throughrthe FL41REScoMpulerprwaftL
7his fsn.aj a Bw1ding FJ7erV Raflng�,Vyour -more . Lv 80 or greater, (vP4� US, EP"E FnvyaQe designation),
yv ur home may qual0for enerV efficiency mortgage (EW incentive$ ifyou obtain aKvrida F�ew rouge R&ft..
Contact the En eyv Gouge 11011ine at 3211638-1492 or see the Energy Gaugi-Neb Bite at www.fmr- u0f C4 for :
Informah on and a list of certified Ratem. For inform offon about Florida's BnaV Efficiency Code For Buildmg
Construction,
contact the DePartment ofCvm7mmiV-1ffa9FWM9X�9Mff*rsi0x FLRCS)5 v3.30)
The Torrey Model C
HVAC Load Calculations
for
Koller Signature Homes, Inc.
2160 NW Reserve Park Trace
Port St. Lucie, F1 34986
Prepared By:
Jose
Nisair Air Conditioning
1501 Decker Ave. - D404
Stuart, Ff 34994
772-283-0904
Wednesday, June 04, 2003
i-roject I itie:
Project Date:
Client Name:
ClientAddress:
Client City:
Client Phone:
Company Name:
Company Representative:
Company Address:
Company City:
Company Phone:
The Torrey Model,C
Wednesday, June 04,2003
Koller Signature Homes, Inc.
2160 NW Reserve Park Trace
Port St. Lucie, F1 34986
772-468-4703
Nisair Air Conditioning
Jose
1501 Decker Ave. - D404
Stuart, FI 34994
772-283-0904
Daily Temperature Range:
Medium
Latitude:
27
Degrees
Elevation:
25
ft.
Altitude Factor:
0.999
Elevation Sensible Adj. Factor:
1.000
Elevation Total Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Outdoor
Outdoor
Indoor
Indoor
Grains
Dry Bulb
Wet Bul
Rel.Hurn
Dry Bulb
Difference
Winter: 42
0
0
72
.0
Summer: 90
78
50
75
61
Square ft. of Room Area:
Total Sensible Gain:
Total Latent Gain:
Total Cooling Required With Outside Air.
1,1 1b (4.4 AL;/nr)
1,684
GFM Per Square ft.: 0.698
Square fL Per Ton: 577
b4,6/Z UtUh
54.872 MBH
25,853 Btuh
74 %
9,199 Btuh
26 %
35,052 Btuh
2.92 Tons (Based On Sensible + Latent)
Ualculations are based on Sth edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
�|
�|.w/wc^,n«^,/^,owsReport ' |
�vm/uec
� Summer:
42
BO
O
78
30
50
,72`
�� 75 �
3.44
51.00
Main Trunk
Runouts
Calculate:
Yes
Yes
Use Schedule:
Yes
Yes
Roughness Factor:
0.00300
0.01000
Pressure Drop:
DjOOO
inoygJ1OU�L
U1UOO
in�g}1DOf�
K�nimunmVe|nc�c
650
ft/min � �
450
ft/o)io
'
KAa)dnmunoVelocity:
SOOft/onin
750ft/n)io
�
Minimum Height:
Oin.
Oin.
`
Infiltration: 0700
AC8lr
0.400 /\C/hr
Volume ofConditioned Space: X 16072
Cuft
X-16072 COL
11.250
Cu.ft./hr
6,429 Cu.fi/br
X 0.0167
X 0.0167
Total Building Infiltration: 188CPyN
107CFWY
Total Building Ventilation: DCFM
0CF&4
—System 1—
Iofi|lra§on&Ventilation Sensible Gain Multiplier-
16.4S=(1.1UXO.9BQ}{15.OD
Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier:
41.5O=(O.00XO.9S3XG1.O9
Grains Difference) '
Infiltration & Ventilation Sensible Loss Multiplier:
32.S7=(1.1DXO.BS8}{3O.ODWinter
Temp. Difference)
I Load Preview Report I
Zone 1
11684
25853
9,199
35,052
54,872
713
1:176
1:176
I -Foyer
95
1,736
368
2,104
3,620
47
79
79
1-5
2-KjVBrk
257
3,413
1,798
5,211
7,708
100
155
155
2-5
3-Ltv/Din
336
4,705
757
5,462
10,453
136
214
214
2-6
4-Mstr/Bth/VVIC
420
6,572
2,368
8,940
12,743
166
299
299
3-6
5-Land/Hall
184
1,878
668
2,546
5,086
66
85
85
1-5
ro,Bdrrn #3
176
2,659
1,033
3,692
5,510
72
121
121
24
7-Bdrm #2tBth
216
4,890
2,207
7,097
9,752
127
222
222
2-6
I MM &tl 0101 ' '
Total Building Summary Loads
IN
. . . . . . . . . . .
IA-rb-o: Glazing -Single pane, operable window, reflectve, 25 810 0 727 727
metal frame with break
1 A-rb-o: Glazing -Single pane, operable window, reflective, 82 2,657 0 2,226 2,226
metal frame wfth break, ground reflectance = 0.32,
outdoor insect screen wfth 50% coverage, dark color
drapes with loose weave with 25% coverage
1A-rb-d: Glazing -Single pane, sliding glass door, 218.8 7,092 0 5,944 5,944
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes wW1 loose weave with 25% coverage
11 D: Door -Solid Core 41 480 0 415 415
14E-4-8c: Wall -two courses brick, brick on concrete or 8 1878 8,565 0 2,910 2,910
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-1 1 insulation in 2 x 4 stud cavity, 124 361 0 110 110
no board insulabon, brick finish, wood studs
18B-I 9: Roof/Ceiling-Below roof joists, White or Light 1683 2,575 0 1,803 1,803
Color Asphalt Shingle, Any Wood Shake, Dark or
Medium Color Tile, Slate or Concrete, Light or
Unpainted Metal, Light or Silver Membrane, Light Tar
and Gravel, R-19 blanket or loose fill
20P-0c: Floor -Over open crawl space or garage, Passive, 1107.5 12,792 0 4,265 4,265
no insulation, carpet or hardwood
22A-pm: Floor -Slab on grade, No edge insulation, no 119 4,212 0 0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
Subtotals for structure: 39,544 0 18,400 18,400
People: 6 1,200 1,380 2,580
Equipment: 2,950 0 2,950
Lighting: 0 0 0
Ductwork: 9,145 602 4,308 4,910
Infiltration: Winter CFM: 188, Summer CFM: 107 6,183 4,447 1,765 6,212
Ventlation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Total Building Load Totals: 54,872 9,199 25,853 35,052
Total Build! upply 1,176 (4.4 r) er quare 0.698
Square ft. o oo rea: 1,684 Square . er on: 577
d
Total Healing Required With Outside Air: 54,872 Btuh 54.872 MBH
Total Sensible Gain: 25,853 Btuh 74 %
Total Latent Gain: 9,199 Btuh 26 %
Total Cooling Required With Outside Air: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent)
Calculations are based on 8th edifion of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
FSYStem I Toffey Mod. C Summary Loads (Peak Method)
i A-rD-o: ujazing-zjingie pane, operame window, reflective,
25 810
0
727
727
metal frame with break
1A-rb-o: Glazing -Single pane, operable window, reflective,
82 2,657
0
2,226
2,226
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
1A-rb,-d: Glazing -Single pane, sliding glass door,
218.8 7,092
0
5,944
5,944
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
11 D: Door -Solid Core
41 480
0
415
415
14E-4-8c: Wall -two courses brick, brick on concrete or 8
1878 8,565
0
2,910
2,910
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-1 1 insulation in 2 x 4 stud cavity,
124 361
0
110
110
no board insulation, brick finish, wood studs
18B-1 9: Roof/Ceiling-Below roof joists, White or Light
1683 2,575
0
1,803
1,803
Color Asphalt Shingle, Any Wood Shake, Dark or
Medium Color Tile, Slate or Concrete, Light or
Unpainted Metal, Light or Silver Membrane, Light Tar
and Gravel, R-1 9 blanket or loose fill
20P-0c: Floor -Over open crawl space or garage, Passive,
1107.5 12,792
0
4,265
4,265
no insulation, carpet or hardwood
22A-pm: Floor-Sfab on grade, No edge insulation, no
119 4,212
0
0
insulation below floor, any floor cover, passive, heavy
Subtotals for structure:
39,544
0
18,400
18,400
People:
6
1,200
1,380
2,580
Equipment:
2,950
0
2,950
Lighting:
0
0
0
Ductwork:
9,145
602
4,308
4,910
Infiltration: Winter CFM: 188, Summer CFM: 107
6,183
4,447
1,765
6,212
Ventilation: Winter CFM: 0, Summer CFM: 0
0
0
0
0
System 1 Torrey Mod. C Load Totals: 54,872 9,199 25,853 35,052
Square ft. of Room Area: 1,684
Square ft. Per Ton:
577
Total Sensible Gain: 25,853 Btuh 74 %
Total Latent Gain: 9,199 Btuh 26 %
Total Cooling Required With Outside Air: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent)
Calculations are Dased on f1th edition ot ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
I System 1, Zone I Summary Loads (Peak Method) ___1
I A-rb-o: Glazing -Single pane, operable window, reflective,
25 810
0 727 727
metal frame with break
1A-rb-o: Glazing -Single pane, operable window, reflective,
82 2,657
0 2,226 2,226
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
1A-rb-d: Glazing -Single pane, sliding glass door,
218.8 7,092
0 5,944 5,944
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
11 D: Door -Solid Core
41 480
0 415 415
14E-4-8c: Wall -two courses brick, brick on concrete or 8
1878 8,565
0 2,910 2,910
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-I 1 insulation in 2 x 4 stud cavity,
124 361
0 110 110
no board insulation, brick finish, wood studs
18B-I 9: Roof/Ceiling-Below roof joists, White or Light
1683 2,575
0 1,803 1,803
Color Asphalt Shingle, Any Wood Shake, Dark or
Medium Color Tile, Slate or Concrete, Light or
Unpainted Metal, Light or Silver Membrane, Light Tar
and Gravel, R-1 9 blanket or loose fill
20P-0c: Floor -Over open crawl space or garage, Passive,
1107.5 12,792
0 4,265 4,265
no insulation, carpet or hardwood
22A-pm: Floor -Slab on grade, No edge insulation, no
119 4,212
0 0 0
insulation below floor, any flo6r cover, passive, heavy
Subtotals for structure:
39,544
0
18,400
18,400
People:
6
1,200
1,380
2,580
Equipment:
2,950
0
2,950
Lighting:
0
0
0
Ductwork:
9,145
602
4,308
4,910
Infiltration: Winter CFM: 188, Summer CFM: 107
6,183
4,447
1,765
6,212
System 1, Zone I Load Totals:
54,872
9,199
25,853
35,052
Square ft. of Room Area:
1,684
CFM Per Square ft.:
Square ft Per Ton:
577
Total Sensible Gain: 25,853 Btuh 74 %
Total Latent Gain: 9,199 Btuh 26 %
Total Cooling Required: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent)
Galculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use'and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
ram
Detailed Room Loads - Room I - Foyer (Peak Method)
Calculation Mode: Htg.
& c1g. Occurrences:
1
Room Length:
10.0 ft. System Number:
1
Room Width:
9.5 ft. Zone Number:
1
Area:
95.0 sq.ft. Supply Air:
79 CFM
Ceiling Height:
9.4 ft. Supply Air Changes:
5.3 AC/hr
Volume:
893.0 cuft Required Vent.:
0 CFM
Number of Registers:
1 Actual Writer Vent.:
0 CFM
RunoutAir:
79 CFM Percent of Supply.:
0 %
Runout Duct Size:
5 in. Actual Summer Vent.:
0 CFM
RunoutAirVelocfty:
579 Umin. Percent of Supply;
0 %
Design Loss:
0.100 in.wgJl 00 ft. Actual Winter Infil.:
12 CFM
Actual Loss:
0.276 in.wgJl 00 ft. Actual Summer Infil.:
7 CFM
N -Wall-14E-4-8c 6 X 9.4
31.4 0.152 4.6 143
1.4 0 43
N -Gls-1 A-rb-o shgc-0.35 1 00%S
25 1.080 32.4 810
29.1 0 727
UP-Roof-1813-1 9 10 X 9.5
95 0.051 1.5 145
1.1 0 102
Floor-20P-Oc 9.5 X 10
95 0.385 11.6 1,097
3.9 0 366
Subtotals for Structure:
2,624
0 1,335
Infil.: Win.: 11.9, Sum.: 6.8
150 2.613 393
0.745 282 112
Ductwork:
0.200 603
0.200 86 289
Room Totals:
3,620
368 1,736
Detailed Room Loads -Room 2 - MlBrk (Peak Method)
L;aicuiation mode:
Htg. & c1g.
Occurrences-:1
Room Length:
19.0
ft.
System Number.
1
Room Width:
13.5
ft.
Zone Number:
1
Area:
257.0
sq.ft.
Supply Air:
155
CFM
Ceiling Height:
9.4
ft.
Supply Air Changes:
3.9
AC/hr
Volume:
2,411.0
cu.ft.
Required Vent:
0
CFM
Number of Registers:
2
Actual Winter Vent.:
0
CFM
RunoutAir:
78
CFM
Percent of Supply.:
0
%
Runout Duct Size:
5
in.
Actual Summer Vent.:
0
CFM
RunoutAirVelocity:
569
ft./min.
Percent of Supply:
0
%
Design Loss:
0.100
in.wg./100 ft.
Actual Winter Infil.:
22
CFM
Actual Loss:
0.267
in.wgJl 00 ft.
Actual Summer Infil.:
12
CFM
]z -Wall-14E-4-8c 9 X 9.4
84.6
0.152
4.6
386
1.0
0
87
N -GIs-lA-rb-o shgc-0.35 100%S
40
1.080
32.4
1,296
27.2
0
1,086
(2)
UP -Roof -I 813-19 19 X 13.5
256.5
0.051
1.5
392
1 . .1
0
275
Floor-20P-Oc 13.5 X 19
256.5
0.385
11.6
2,963
3.9
0
988
Subtotals for Structure:
5,712
0
2,641
Infil.: Min.: 21.6, Sum.: 12.3
273
2.608
711
0.745
512
203
Ductwork:
0.200
1,285
0.200
86
569
Equipment:
1200
0
Room Totals:
7,708
1,798
3,4i 3
I Detailed Room Loads - Room 3 - LivIDin (Peak Method)
L;aicutation mode:
Htg. & c1g.
Occurrences:
1
Room Length:
24.0
ft.
System Number:
I
Room Wdth:
14.0
ft.
Zone Number.
I
Area:
336.0
sq.ft.
Supply Air:
214
CFM
Ceiling Height:
9.4
ft.
Supply Air Changes:
4.1
AC/hr
Volume:
3,158.0
cu.ft.
Required Vent.:
0
CFM
Number of Registers:
2
Actual Writer Vent.:
0
CFM
RunoutAir:
107
CFM
Percent of Supply.:
0
%
Runout Duct Size:
6
in.
Actual SummerVent.:
0
CFM
RunoutAirVelocfty:
545
Umin.
Percent of Supply-
0
%
Design Loss:
0.100
in.wg./l 00 ft.
Actual Winter Infil.:
28
CFM
Actual Loss:
0.190
in.wg./l 00 ft.
Actual Summer Infil.:
16
CFM
• -Wall-14E-4-8c 14 X 9.4
68.6
0.152
4.6
313
0.8
0
57
• -Gls-I A-rb-o shgc-0.35 I 00%S
15
1.080
32.4
486
27.1
0
407
• -GIs-IA-rb-d shgc-0.35 I 00%S
48
1.080
32.4
1,556
27.2
0
1,304
(2)
UP -Roof -I 813-19 24 X 14
336
0.051
1.5
514
1.1
0
360
Floor-2013-0c 14 X 24
336
0.385
11.6
3,881
3.9
0
1,294
Subtotals for Structure:
7,779
0
3,655
Infil.: Wn.: 28.3, Sum.: 16.2
357
2.609
932
0.745
671
266
Ductworic
0.200
1,742
0.200
86
784
Room Totals: 10,453 757 4,705
I Detailed Room Loads - Room 4 - Mstr1Bth1WIC (Peak Method) I
Room Length:
35.0
ft.
System Number.
1 .
Room Width:
12.0
ft.
Zone Number:
I
Area:
420.0
sq.ft.
Supply Air:
299
CFM
Ceiling Height:
10.0
ft.
Supply Air Changes:
4.3
AC/hr
Volume:
4,200.0
cuft
Required Vent.:
0
CFM
Number of Registers:
3
Actual Winter Vent.:
0
CFM
RunoutAir:
100
CFM
Percent of Supply.:
0
%
Runout Duct Size:
6
in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
508
Umin.
Percent of Supply:
0
%
Design Loss:
0.100
in.wgJl 00 ft.
Actual Winter Infil.:
37
CFM
Actual Loss:
0.165
jn.wgJ1 00 ft.
Actual Summer Infil.:
21
CFM
, 'i -VVaII-14L-4-1Jc12X10
57
0.152
4.6
260
0.8
0
48
S -Gls-I A-rb-o shgc-0.35 1 00%S
15
1.080
32.4
486
27.1
0
407
S -GIs-IA-rb-d shgc-0.35 100%S
48
1.080
32.4
1,556
27.2
0
1,304
(2)
UP -Roof -I 8B-1 9 35 X 12
420
0.051
1.5
643
1.1
0
450
Floor-20P-Oc 12 X 35
420
0.385
11.6
4,851
3.9
0
1,617
Subtotals for Structure:
9,392
0
4,667
Infil.: Wn.: 37.2, Sum.: 21.3
470
2.611
1,227
0.745
882
350
Ductwork:
0.200
2,124
0.200
86
1,095
People: 200 lat(per, 230 sentper
2
400
460
Equipment:
1 non
0
Room Totals:
12,743
2,368
6,572
I Detailed Room Loads - Room 5 - LandlHafl (Peak Method) --1
Room Length:
16.0 ft.
System Number
1
Room Width:
11.5 ft.
Zone Number:
I
Area:
184.0 sq.ft.
Supply Air:
85
CFM
Ceiling Height:
9.4 ft.
Supply Air Changes:
3.0
AC/hr
Volume:
1,730.0 cu.ft.
Required Vent.:
0
CFM
Number of Registers:
1
Actual Winter Vent.:
0
CFM
RunoutAir:
85 CFM
Percent of Supply.:
0
%
Runout Duct Size:
5 in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
627 Umin.
Percent of Supply:
0
%
Design Loss:
0.100 in.wgJl 00 ft.
Actual Writer Infil.:
25
CFM
Actual Loss:
0.322 in.wgJl 00 ft.
Actual Summer Infil.:
14
CFM
W -Wall-14E4-8c 10 X 9.4
94
0.152
4.6
429
2.4
0
226
• -Wall-12B-Obw 6 X 9.4
39.4
0.097
2.9
115
0.9
0
35
• -Wall-14E-4-8c 6 X 9.4
20.4
0.152
4.6
93
1.4
0
28
• -Door-1 1 D 2.5 X 6.8
17
0.390
11.7
199
10.1
01
172
• -Door-1 1 D 3 X 8
24
0.390
11.7
281
10.1
0
243
• -GIs-lA-rb--o shgc-0.35 100%S
12
1.080
32.4
389
27.2
0
326
UP-Roof-1 813-19 16 X 11.5
184
Omi
1.5
282
1.1
0
197
Floor-22A-pm 33 ft..Per.
33
1.180
35.4
1,168
0.0
0
a
Subtotals for Structure:
3,428
0
1,334
Infil.: Win.: 24.6, Sum.: 14.0
310
2.611
810
0.745
582
231
DuGtwork:
0.200
848
0.200
86
313
Room Totals: 5,086 668 1,878
I Detailed Room Loads - Room 6 - Bdrm #3 (Peak Method)
Calculation Mode:
Htg. & c1g.
Occurrences:
I
Room Length:
13.5 ft.
System Number:
I
Room Width:
13.0 ft.
Zone Number:
I
Area:
176.0 sq.ft.
SupplyAjr:
121
CFM
Ceiling Height:
9.4 ft.
Supply Air Changes:
4.4
AC/hr
Volume:
1,650.0 cu.ft.
Required Vent.:
0
CFM
Number of Registers:
2
Actual Winter Vent.:
0
CFM
Runout Air:
60 CFM
Percent of Supply.:
0
%
Runout Duct Size:
4 in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
693 ft./min.
Percent of Supply:
0
%
Design Loss:
0.100 in.wg./l 00 ft.
Actual Winter Infil.:
23
CFM
Actual Loss:
0.539 in.wg A 00 ft.
Actual Summer Infil.:
13
CFM
S -Wall-14E-4-BG 13 X 9.4
81.4
0.152
4.6
371
0.8
0
68
S -GIs-IA-rb-d shgc-0.35 I 00%S
40.8
1.080
32.4
1,322
27.2
0
1,108
(2)
UP -Roof -I 813-19 13.5 X 13
175.5
0.051
1.5
269
1.1
0
188
Floor-22A-pm 31 ft..Per.
31
1.180
35.4
1,097
0.0
0
0
Subtotals for Structure:
3,831
0
1,539
Infil.: Win.: 23.1, Sum.: 13.2
291
2.612
761
0.745
547
217
Ductwork:
0.200
918
0.200
86
443
People: 200 lat(per, 230 sen/per:
2
400
460
Room Totals: 5,510 1,033 2,659
I Detailed Room Loads - Room 7 - Bdrm #21Bth (Peak Method)
Room Length:
18.0 ft.
System Number.
I
Room Width:
12.0 ft.
Zone Number:
1
Area:
21U sq.ft.
Supply Air:
222
CFM
Ceiling Height:
9.4 ft.
Supply Air Changes:
6.6
AC/hr
Volume:
2,030.0 cu.ft.
Required Vent:
0
CFM
Number of Registers:
2
Actual Winter Vent.:
0
CFM
RunoutAir:
Ill CFM
Percent of Supply.:
0
%
Runout Duct Size:
6 in.
Actual Summer Vent.:
0
CFM
RunoutA!rVelocfty:
567 Umin.
Percent of Supply:
0
%
Design Loss:
0.100 in.wgJICO ft.
Actual Winter Infil.:
41
CFM
Actual Loss:
0.205 in.wgJl 00 ft.
Actual Summer Infil.:
23
CFM
S -Wall-I 4E-4-8c 13 X 9.4
74.2
0.152
4.6
338
0.8
0
62
E -Wall-1 4E-4-8c 6 X 9.4
22.4
0.152
4.6
102
1.0
0
23
N -Wall-12B-Obw 9 X 9.4
84.6
0.097
2.9
246
0.9
0
75
S -Gls-1 A-rb-d shgc-0.35 1 00%S
48
1.080
32.4
1,556
27.2
0
1,304
(2)
E -GIs-lA-rb-d shge-0.35 1 00%S
34
1.080
32.4
1,102
27.2
0
924
(2)
UP-Roof-1 BB-1 9 18 X 12
216
0.051
1.5
330
1.1
0
231
Floor-22A-pm 55 ft..Per.
55
1.180
35.4
1,947
0.0
0
0
Subtotals for Structure:
6,778
0
3,229
Infil.: Win.: 40.9, Sum.: 23.4
517
2.609
1,349
0.747
971
386
Ductwork:
0.200
1,625
0.200
B&
815
People: 200 lat1per, 230 sen/per:
2
400
460
Equipment:
750
0
Room Totals: 9,752 2,207 4,890
I System I Room Load Summary
1 Foyer
95
3,620
47
1-5
579
1,736
368
79
79
2 KittBrk
257
7,708
100
2-5
569
3,413
1,798
155
155
3 Liv/Din
336
10,453
136
2-6
545
4,705
757
214
214
4 Mstr/BthMIC
420
12,743
166
3-6
508
6,572
2,368
299
299
5 Land/liall
184
5,086
66
1-5
627
1,878
668
85
85
6 Bdrm #3
176
5,510
72
2-4
693
2,659
1,033
121
121
7 Bdrm #2/Bth
216
9,752
127
2-6
567
4,890
2,207
222
222
System 1 total
1,684
54,872
713
25,853
9,199
1,176
1,176
System 1 Main Trunk Size:
16 in.
Velocity:
842 ft./min
Loss per 100 ft.:
0.087 in.wg
wak
Type:
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
lizzuitzz�J
FORM 600A.2001 T
NISAIR AIR CONDITION
M
''0
FLORIDA
FOR BUILDING C N RUCTION
Floridai Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: THE TORREY M010, 0
Address:
CRY, State: PORT ST. LUCIE, FL
Owner KOLTER SIGNATURE HOMES. INC.
Climate Zone: cerAral
Builder
Permitting Office:
Permit Number
Jurisdiction Number
KOLTER
I . N= om1buctioft or existing
Now -
12. Cooling systems
2. Single family or multi -Emily
multi-ffimily -
P- Ccutral Unit
cap: 36.0 k2hAff
3. Number of nnhs� iftnulti-bmily
8
SEEFU12.00
4. NusabcrofBodromna
3
b. X/A
5. In this a worst onn?
YPS
6. Conditioned floor arca (f?)
16H3 ft-
o. WA
7. CAsm area & rype
Singlel'ftne DoubleParic
a. clear glass. ddialtTMACtur
0.0 W 0.0 w
13. Hcatiagsystams
b. DeRwIt ft
325.8 fi- 0.0 V2
a. 13jectriallemplimp,
Cap; 36.0 kBtathr
c. lAbcicd U or SFIGC
0.0 fV 0.0 ftz
HSrF. 7.50
8- F100MM
b. 7VA
s- Shd�(X-Gmda Edge hasolaflop
R-0.0, 114.0(p) ft
b. Used Wood, Stem WA
AM
NIA
a. N/A
9. wantym
M. HotVveter.syamms
a- Exterior
R�4A 1645.0 W
Car. 40.0 j9-11-nat
b. concrete, lintIcaul; Adj=errt
R-42, $66.0 ff'
EP 0.94
o. PhnnC6 W�A Adjacent
R-1 LD, 141.0 W
h. NIA
d. X/A
a. N/A
c. Comorvatton credits
10. ccilingtoes
(TJR-R=tftooywyScIar
a- UnderAtth;
R-19.0.10KOV
D13F-Dcdh;4ftdh=tp=p)
b. NIA
15. HVAC credits
FT.
c. NIA
(CMalling Am CV-Crm ventilation,
1). Ducts(Leakl7rce)
IN -Whole house f2b,
a. Sup: One, Rd- Una. AM, Atdc
Sup. R-6.0,125.0 R
Fr.ProgmMmablo71Vtmost4
b. N/A
WC-Mulfilone C0011119,
M&H-Mubizono heating)
IGlass/Floor Area: 0.19 Total as -built points-.24769
Total base points: 25248 PASS
I hereby certify that the plans and specifications covered
by this calculation are In compliance Ronda
Energy Code`,�
PREPARED BY- 7
DATM. '? - I L'- AV
I hereby certify that pirs-bu-1_4ng, as designed, is in
compliance with the a.
OVMERJAGENT.,
DATE:
ReviemofAhe plans and
specifications covered bylthLs
calcufg6ri.indic,ates-cofnplianW..,
vvb th6Aoridi: Energy Code..'..
Beforei:oonstruction la�completed. ' .
thI6.'.I6*jng--WII,be Inspected for -
compflance wift Sectlan M-908:
Floridaletalutes.
BUILDING OFFICIAL:
DATE:
FnfirgyGauge(p (Versdon! FLRCSB.. v3.30)
09416/2003 23:17 7722837229 NISAIR AIR CDNDITIDN PAGE 01
q/1 7/D I
p,rTp,b JbM NACrC Coo
ftmrVAX6tf A400.
(D/o At&v iocL. 7wlsr PA&C
09/16/2003 23:17 7722837229
NISAIR AIR CDNDITION
PACE 04
FORM 60OA-2001 Tested sealed ducts must be oertified in this house.
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:, PORT ST. LUCIE, FL, PERMIT & I
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BSPM Points
Overhang
Floor Area
Type/Se Ornt
Len Hgt
Area X
SPM X SOF Points
.18 1083.0 2L78 7MA
S-1we, Tint
N
13A 1.0
120
24.46
0.61
179A
singe, Tint
N
20 1.0
40.0
24.46
0.64
sm.$
Single, Thit
N
9.0 1.0
25.0
24.48
0.61
373.7
alnqle� -nnt
E
13.0 1.13
34.0
6327
0.36
657.4
single, Tint
S
6.0 1.0
144.0
39.B4
0.48
VMS
sirole, Tint
S
13.0 1.0
40.0
39.84
0.48
772,5
Skvt-- Tolt
s
20 1.0
30.0
39.84
0.50
s9ze
'AS-8UiltT0M-
324.0
692L&
V�ALI, TYPES
Area X BSPM Points
type
R-Value
Area
SPM
Points'.
AiilieceM
7U7.0 0.70
Ckaw; , bit Insul, Exterior
42
1545.0
1.16
lqo�2
:Exterw
1645.0 1 M 5
Aritim I Atliacent
42
5155.0
0.64.
3822
F AdjacM
11.0
141.0
0.70
98.?.-
. . . . . . 3M.-A.
To r tab
23ii 0
D.OPR-TYPES
Area X BSPM Points
Area
X SPM
Points
Adpgenl
17.0 1.50 27.21
6jarlo'r I
4.00
1152
Exterior
24,6 4.80 111G.,2,
kited
17.0,
1.6
272
142.4
�-_Aii-Mritt Tolat:
'41.0
142A
CEILING TYPES Arpq X BSPM piointr,
R-Value AreaXS.PMXSCM=
Points'
U��Aft
low.0 vs 2130.0
UnclarAtfiii
'i9.0
116D11.0 j8jkj.oD'
2820.0
1311twTortal.
110H.1111 2130.0
Asaulit Total,
IONA
2111".0
FLOOR TYPES
Area X BSPM points
Type
R-Value
Area
X SPM
Points
114.0(o)
41.j -3M2
Slab -On -Wide Efte Insulallon
0.0
1`14,0(p
_m3la()
�m�.s
RrAwd
683.0 4,43 -2342.7
R*ed Woo�, St�m Willi
19.0
68 3.0
-1.80
1�2i,4
Base Total:
79T.0
INWILTRATION
Arep, X BSPM Points
Area X
points."
1683.0 1431 2408&7
1683.0
1421
24=7
EneFliyGeulia DCA Form 5DQA-2Wl EMVGMq8VFlaRE$L=l FLRM5 %G.30
09/16/2eO3 23:17 7722837229 NISAIR AIR CONDITION PAGE 05
FORM 60OA-2001 Tested sealed ducts must be certified in this house.
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I
I ADDRESS:, PORT ST. LUCIE, FL, PERMIT* I
BASE
AS -BUILT
GLASS TYPES
-18 X Conditioned X BWPM
Points
Overhang
Floor Area
Type/Sc
Ornt
Len Hgt
Area X VVPM X WOF m Point
.18 1623.0 B."
17?5.2
=ffie, Tint
N
13.0 1.0
i2o ls.3a ORO
161.6
81we, Te
N
2-0 1.0
40.0 15.38 099
8062
sftle, Tint
N
9.0 1.0
25.0 IrL38 oaa
3782
�Ir&, Tint
E
13.0 1.0
34.0 13.04 1.32
584.9,
sh4e, IN
S
6.0 1.0
144.0 10.88 2"
am.8
Sirds, Tint
S
13.0 1.0
40.8 10.88 229
1017.1
Singla,'lInt
a
2.0 1'0
30.0 10.88 2.22
7243
..As4kfflt Total:
3.0.8
7NZ2
'WALL. TYPES
Area X BWPM points
Type
R-Value
Area X WPM
Po4ft
Adjacerd
WTO I.BO
1272-6
Cm.crehk Int Irmul, Eideflar
42
IM5.0 3.28
52!q2.7
Exteft
IM10 2.00
3290.0
_ft lrA 1=4, Aciacent
Ocrcn
42
W6.0 ZOO
1166.0
Fram,i, Wood, A5*!aM
11,0
14.0 1.80
253.8
Total:
IN"
.982.k,.�
t�w:,
2342.0
ON0919t Ty PES
Area X BVVPM
A X,
00,
$8.0
24.0 5.10
127-4
122.4',
nsukdo-'d
17.0 4.06
66.0
41.0
190i,
-,_A3-BWK
41.0.
190:4
1.7
CEILINGTYPESArea X BWPM Points
Tipe
R-Value Area X VVP
Aft
000.0 0.64
6,10.0
UnftAft
%n
1000.0 0,87 X I.PO
870.0
Base Total:
IONIC
1000.0.
FLOOR TYPES
Area X BWPM Points
Type
R-Valije
Area X WPM
Polrds
I l4aw 1.0
-
S-1-ab-�Graie-Edge Insumen
0.0
.66� 2A3
114
2B5.0
lti)ced
663.0 -0.20
435.6
Raiwd Wood, Stun Wall
19.0
66.0 0 . .30
2D4.9
Baw Tatat
-353.2
ft-Bufli ToW:
797.0
489.9
,,!NFILTRATION
Area X B Points
Area X WFM
Points,
103.0 .028
-4712
IB83.0 -028
.471-2 A
EwrZOaugeO DCA Fwm WM-2001 EMWC4�RES'2001 FLRGS3 V3.30
09/16/2003 23:17 7722837229 NISAIR AIR CONDITION PAGE 06
FORM BOOA-2001 Tested sealed ducts must be certified in this house.
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:, PORT ST. LUCIE, FL, PERMIT * I
BASE
mwmwh�
AS -BUILT
winter Base Points:
6343.8
Winter As-Buiit Points:
14943.7
Total Winter X System
Heating
Total X
Cap
X Duct X System X
Credit
= Heating
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DMxDSMxAH1J)
6343.8 0.6274
3980.11
14943.7
14943.7
1.000
1.00
(1.078x1.00Cx1.11) 0.455
1,197 0.455
0'am
0.950
TMA
773�.3 j
n
Fn0raYGMJW- DQA FGTM BODA-20M FLRC85 v3,30
09/1612003 23:17 7722837229 NISAIR AIR CMITION PAGE 07
rORM MA-2ool Tested sealed ducIts must be certified in this house.
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS:, PORT ST.-LUCIE, FL, PERMIT#.
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total tank EF Number of X Tank X Multiplier X Credit � Total
Bedrooms Volume Bedrooms Ratio MuMplier
3 2554.00 769ZC 40.0 0.94 3 1.00 2400.34 1.00 7201.0
I A943UM TOW. 7201.0
CODE
COMPLIANCE STATUS
BASE
AS -BUILT
Cooling + Hearing +
Points Points
Hot Water
Points
Total
points
Cooling + Heafing Hot Wat er Total
Points Points Points Points
13674 3980
7692
25246
9838 . 7201 214789
PA;S'
Er=gyGauge� DGA Form 6013A.2ool EneWGaugaVF1aRES2D01 FLRCSB v3.30
09/16/2003 23:17
FORM 60OA-2001
7722837229
NISAIR AIR CONDITION
PAGE 08
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
I ADDREM, PORT ST. LUCIE, FL, PERMIT 9: 1
&A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONERM
SECTON
REQUIREMEM FOR EACH PRACTICE
CHECK
ExIeftVVIndmws&Do=
WS.I.ABC.1.1
mmdm=.3 .1LvVIndowamaE.5cfr".Xdwwa=.
Exterior & Adjacent Wells,
606AABC.1121
Ca* ga*d. weat& le, st. P or seat behqaan! vAndwisidom & frames, surrounclIng wd;
bundabon & wag We or oil] pjft)o(rft behypen otterfor wall panels at 0onners; Wily
penctraffiunsi between well ponels & top/bottorn plater bdwwn walls and floor.
EXCEPTION: Frame wells where a comhous lnffff&on barrier is Installed that eXtenda
from. and I 9 sealed to. the foulvdatiol to the tol) PIMP -
Flom
6M.IABC.122
'
rebabonsibperifts >lM7 sealed UnIM backed bytruss orlaint members.
EXCr;PTION: Frame floots whom a continuous irift n barrier K IraftHed that Is sealed
to em Perimeter. parietrations ancl �
Cethrqp
WSAABCA.Za
......
Between vwaft & cellIngs; pwArations of calling plama, of top floor; amnd Malts, 6hases,
soft, chimneys. cabinets s9led to conflnumm & barrier; gap in gyp board & top POO;
attic000m. EXCEPTION: France cailinm where a conlImMus Infiftration barrier is
h9w1w that h; W at the pqrlm�, at Penetw4ans 94.58wip
WMAOU.1.2.4
Type 10 rated W& no papetratkM wa�nd; or Typo IC or non -IC rated, installed Inside a
IjWft FmWms
seWed box wRh 1M,dearanod& Yf ' rem Irmulatterr, or Type IC reled with -c 20 oft from
corxftonedwwe;Wid,�
MIAS
........
twen Room,
AddHOnW Infiltration mqts
61)(1.11ABC.112
E)ftust fans vamed to outdoors, dampers: cmiustion space heaters comply ulth 40PA,
tow combustion
GA-22 (iiHi'R, 0R'1ESC'RIP'TPJ6 M0A-qUFiFft4'rin1,it4�n1'M'4
COMPONENTS,
sErmw
REQUMMENTS', 7=
CHECK
water Hafti.
"til
Cori* "'qO-.' 7
efliciency re jq�mems 'able 8-1 j Sitfclh or cle;irV marked drcalt
-
ommr( 6) or cutoff biAg4n heat b2p rM
elocirl ' ' " " '' Ired.
wmming P6619 $;xm
61i'l
8 - , heated " , , , , "� "MA' N' i—I -
pen & We must Mwe (qwqA GDW b or�' I
rmist h" pump timer. Gas qm & pw heaters m(A hm,Q m6nimurn t1romal
arm
- — -------
Water flmimuk b�reklciled to'hi)rn6vie than 2 5 id6i� �4 minixte at 66 081G.
Air dismly�' Systems
610.1
All dL*, ftim's, ' rn ' ec L ha ', nk , a ' I u ' Onent arc! plan ' umc'harnl�yiihk
attach K sealed,, Irs, i'i� hrsh�gsd Ing,ccorciance wm the afterfa of S actloil 6im
.
--U7.1
uncaqwfleonec! a %w. . R- . 6 , m1n. Ir=Wkn
tRAR Controls.
Egmft n� acceiisible maiival or automatic, thermoctat for each vistern,
lnsul;"
6D4.1,602.1
CeMn0D4Aj 0_19.*C VjjI&Frarjjo FR�j 1 CW CBg R:�3 both Elde_
EnMyGauge- DCA Form 6DDA-MQ1 En&gyGaLWMRES=1 FLRCSBv3,3o
09/16/2003 23:17 7722837229 NISAIR AIR CONDITION PAGE 09
1
Energy Code Compliance
Duct System Performance Report
Project Name:
THE TORREY MOD. C
Builder. KOLTER
Address:
Permitting Office. -
City, State:
PORT ST- LUCIE, FIL
Permit Number
Owner
KOLTER SIGNATURE HOMES. INC.
Jurisdiction Number.
Climate Zone:
Central
Total Duct System Leakage Test Resultsl
CFM25 Total Duct Leakage Test Values
Line
System
Duct Leakage
Rated Air Handler Flows
I
Systeml
OW&iut
Ch
2
Systemi2
cfmMout
qfm
3
sy�temzi
.-cfm25out
dfm
4
CfM2&ut
6
to !House
Puo;System
Le 6
-
F&M Dupi �wkne 1-imse Air llqro �rfldw Rao" jJ:S 0A
(�u.ifl firm 1-4)
ifts, as deslifib6d in the c
are tnitinidthat this Is
the
liain
airtig ht duct cr edft.
I hereby certify that the above duct testing performance
results derrn6h�ftmte com�liance with the Florida Energy
code requilremints in accordance 146'86ctlon 61 O.I.A.1
Florida Building Code, Building Volume, ChafAer I
for leak free.duict system credit.
Signature:
Printed Name:
Florida Rater Cartffication #:
DATE:
and
ncludes all dudt;laakage of air to or from
ieakit6e to diiisidd.,�Tke test must 6e
The test is to include all components of
more
Florida Building Code "uIres that
testing to confirm leek free duct -
systepns be perflormed by a Class I
Florida Energy Gauge Certified
Energy'Rater.,'Cartified;Fli)rids",
Class 1 raters can be found at
http://enqTgygetugp-oomfse!brch.htp
BUILDING OFFICIAL:
DATE.
EnargyGauges (Vesion: FLRCS8 v3.30)
to
4z
p
VCR -
vot
COOP&
I
WDI �01 4UGi ZJ.' 013 11 ZZU3 t229
NISAIR AIR CONDITION
PAGE 02
ENERGY PEWT-0 . . ' . -%'
, RMAN ENTL-(EPL)'
DISPLAY. CARD,
ESTMUTM
1. Now construedon or existing
2. Single family or multi-fhmily
3. Numbar ofunita, if multi-famUy
4. Number of Badroonau
5, [a this a Worst "M?
6. Conditioned fear am (ft2)
7. Mw x= & ly;v
a. Clear- aingla pana
b. clear-doublepanc
0. TimViallier SHGC - sin* pane
d. Tintlathar S14GC -double pane
8. Floortypes
a. SWAN-Gradc Milo lv�aalxfioa
b. WIA
c, N/A
9. wpuww
a. Concfetaj 15 B&A Exterior
b. Concrct% Id Insul, Adjacent
0. FmmeWco�Adjacft
d. N/A
a. X/A
10. Ceflinstves
a. Under AttFo
b. NIA
e- NIA
ll. DOM
a. Sup- Una. Ret Unc. AFL Attie
h. NZA
KOLTER SIGNATURE1140
MESz INC., , ,
New
3
yes
1847 A2
SingloPano
DoubloPene.-
0.0 FF
0.offl.
227.0 ffk
0.0fF
0.0w
0.0 A -
X certify that this ho�w has ownplM w
Consftuction tbrough the abuve'enm-gy
in this home bd= filial hl9vK1i'0A_Q1
based on in�ed Code comlifint fah
Mder Signattize:
R-0-0. 165,0(p) fk
12. � Cooling "ems-
u. central Unk -
b. NIA
a. NIA
13.,
(L Mccirio-H"�PM
p
b. 141A
WA
14. Hot waLT syst&aa.
:a. Fleotd - cFeshionoc
P-4.2� 630.0 Fl?
k=42; 85D.01 W b� WA
R-1 1.0, 170.0 fF
a. Couservallon credits
MR -HCat7cMvcFy, Solar
I)HPLDedlutdod haul pump)
-It-19.0,1093.0 fF 15i HVAG credtM7
(CFLCofling fin; CV-Crom vurdilation,
BY -Whole hou" fim,
P114�rnanumpablo Tlarazoalut
Sup. R=6!D,150.0 11 ivMC.Muttizona coafl*.
-M&W-Multbond hauling)
Date: S
9115'
&5r %_ City/171, Zip:
CNX 36.0
CM;y 36.0 katutlir
IiSlli 7.50
Cap', 40.0 gallons
0.94
*NOM. ne home's estimaredencigyperformance -more Is only oyallable4hroligft the fiMMEScomputerprogram i
7his is not a Building Friergy Raft. lf>vur score4i. 8 0. or greater (or.-.. 0. 6jor -,i,'W�EPAM0E&epV&Pr designation),
"up h ame may qual0for enew efficiency morigagir (EEM ini:enttvei 0
,)pw.obtoi1n.-,a Florida EngW Gouge Rating.:
Contact the EnqV Gauge Hotline at 3211658-14.02 or see ihe.En Gavgi�web: site: at wwwftza. ttcf eduffir
Mforination m7dahstofaertifledRaters. For Inibrination a5o.ptp7o I Hda . S . Dje?v Efficiency Code ForBtalding
Construction,
contact the Departmentof CommunityAff*&NSL%mMffArsim:�WSB:v3.39)
The Torrey Mod D2
HVAC Load Calculations
for
Kotter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Luciie, F1 34986
Prepared By:
Jose
Nisair Air Conditioning
1501 Decker Ave. - D404
Stuart, F1 34994
772-283-0904
Tuesday, June 03, 2003
Project Title:
Project Date:
Client Name:
ClientAddress:
ClientCity:
Client Phone:
Company Name:
Company Representative:
CompanyAddress:
Company City:
Company Phone:
The Torrey Mod D
Monday, June 02, 2003
Koller Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucie, F1 34986
772-468-4703
Nisair Pdr Conditioning
Jose
1501 Decker Ave. - D404
Stuart, F1 34994
772-283-0904
Florida
Daily Temperature Range:
Medium
Latitude:
27
Degrees
Elevation:
25
ft.
Altitude Factor:
0.999
Elevation Sensible Adj. Factor:
1.000
Elevation Total Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Outdoor
Outdoor
Indoor
Indoor
Grains
Dry Bulb
Wet Bulb
Rel.Hum
Dry Bulb
Difference
Winter: 42
0
0
72
0
Summer: 90
78
50
75
61
Square ft. of Room Area: 1,845
Total Heating Required Wth Outside Pir.
44,037
Btuh
Total Sensible Gain:
24,616
Btuh
Total Latent Gain:
11,124
Btuh
Total Cooling Required With Outside Pjr:
35,740
Btuh
Square ft
619
69 %
31 %
2.98 Tons (Based On Sensible + Latent)
gpg
g
gg g
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
Summer: 90 78 50 75 61.09
Use Schedule:
Roughness Factor:
Pressure Drop:
Minimum Velocity:
Ma)dmum Velocity:
Minimum Height:
Ma)dmum Height:
Yes
0.00300
0.1000 in.wgJl DO ft.
650 ft./min
900 ftJmin
0 in.
0 in.
Yes
0.01000
0.1000
in.wgJIOO ft.
450
ftJmin
750
ft./min
0
in.
0
in.
infiltration: 0.700
AC/hr
0.400 AC/hr
Volume of Conditioned Space: X 22269
CuA
X 22269 Cu.ft.
15,588
Cu.ftJhr
8,908 Cu.ftJhr
X 0.0167
X 0.0167
Total Building Infiltration: 260
CFM
148 CFM
Total Building Ventilation: 0
CFM
0 CFM
—System 11—
Infiltration & Ventilation Sensible Gain Multiplier:
16.49
= (1.10 X 0.999 X 15.00 Summer Temp. Difference)
infiltration & Ventilation Latent Gain Multiplier:
41.50
= (0.68 X 0.999 X 61.09 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier.
32.97
= (1.10 X 0.999 X 30.00 Winter Temp. Difference)
[Load Previow Report I
System 1
1,845
24,616
11,124
35,740
44,037
572
1,120
1,120
16
Zone 1
1,845
24,616
11,124
35,740
44,037
572
1,120
1,120
1-Hall
65
424
209
633
874
11
19
19
1-4
2-Land/Strs
84
460
438
898
1,752
23
21
21
1-4
3-KtYBrk
200
3,979
2,012
5,991
5,806
75
181
181
2-6
4-Dirt/Liv
360
5,166
1,893
7,059
11,585
151
235
235
2-6
5-Bdrm #3
182
2,162
1,055
3,217
3,510
46
98
98
1-6
6-Bdrm #2/Bth/Hall
273
3,815
2,020
5,835
4,716
61
174
174
2-5
7-Office/Den
143
2,269
633
2,902
3,978
52
103
103
1-6
8-Loft
154
859
419
1,278
1,782
23
39
39
1-4
9-Mstr Bdrm/Bth
384
5,482
2,445
7,927
10,034
130
249
249
3-5
... ........... .....
KO ** * * ft .......... ... ... ..
Total Building Summary Loads
...........................
1A-rb-o: Glazing -Single pane, operable window, reflective, 100' 3,240 0 2,941 2,941
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
1A-rb-d: Glazing -Single pane, sliding glass door, 144.8 4,692 0 3,932 3,932
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect Screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
11 D: Door -Solid Core 20 234 0 203 203
14E-4-8c: Wall -two courses brick, brick on concrete or 8 2432.4 11,091 0 4,088 4,088
inches concrete, 8 inches of 140# concrete with R-4
board insulation
18A-19: Roof/Ceiling-Below roofjoists, Dark or Bold -Color 1845 2,824 0 2,445 2,445
Asphalt Shingle, Dark Metal, Dark Membrane, Dark
Tar and Gravel, R-19 blanket or loose fill
22A-pm: Floor -Slab on grade, No edge insulation, no 139 4,921 0 0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
20P-1 9: Floor -Over open crawl space or garage, Passive, 752 1,129 0 377 377
R-1 9 blanket insulation, any cover
Subtotals for structure: 28,131 0 13,986 13,986
People: 6 1,200 1,380 2,580
Equipment: 2,700 2,700 5,400
Lighting: 0 0 0
Ductwork: 7,340 1,062 4,103 5,165
infiltration: Winter CFM: 260, Summer CFM: 148 8,566 6,162 2,447 8,609
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Total Building Load Totals: 44,037 11,124 24,616 35,740
W
Total Building Supply CFM: 1,120 (3.0 AC/hr) CFM Per Square ft.: 0.607
Square ft. of Room Area: 1,845 Square fL Per Ton: 619
Total Heating Required With Outside Air: 44,037 Btuh 44.037 MBH
Total Sensible Gain: 24,616 Btuh 69 %
Total Latent Gain: 11,124 Btuh 31 %
Total Cooling Required With Outside Air: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent)
1'.."
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
1 A-rb-o: Glazing -Single pane, operable window, refleGtive,
100
3,240
0
2,941
2,941
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
1A-rb-d: Glazing -Single pane, sliding glass door,
144.8
4,692
0
3,932
3,932
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
11 D: Door -Solid Core
20
234
0
203
203
14E-4-8c: Wall -two courses brick, brick on concrete or 8
2432.4
11,091
0
4,088
4,088
inches concrete, 8 inches of 140# concrete with R-4
board insulation
1 8A-19: Roof/Ceiling-Below roof joists, Dark or Bold -Color
1845
2,824
0
2,445
2,445
Asphalt Shingle, Dark Metal, Dark Membrane, Dark
Tar and Gravel, R-I 9 blanket or loose fill
22A-pm: Floor -Slab on grade, No edge insulation, no
139
4,921
0
0
0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
20P-1 9: Floor -Over open crawl space or garage, Passive,
752
1,129
0
377
377
RA 9 blanket insulation, any cover
Subtotals; for structure:
28,131
0
13,986
13,986
People:
6
1,200
1,380
2,580�
Equipment:
2,700
2,700
5,400�
Lighting:
0
0
0
Ductwork:
7,340
1,062
4,103
5,165
Infiltration: Winter CFM: 260, Summer CFM: 148
8,566
6,162
2,447
8,609
Ventilation: Winter CFM: 0, Summer CFM: 0
0
0
0
0
System I Torrey B Load Totals:
44,037
11,124
24,616
35,740
Square ft. of Room Area: 1,845 Square ft. Per Ton: 619
Total Sensible Gain: 24,616 Btuh 69 %
Total Latent Gain: 11,124 Btuh 31 %
Total Cooling Required With Outside Air: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent)
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary
Be sure to select a unit that meets both sensible and latent loads.
System 1, zone I Summary Loads (Peak Method)
IA-rb-o: Glazing -Single pane, operable window, reflective, 100 .3,240. 0 2,941 2,941
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
1A-rb-d: Glazing -Single pane, sliding glass door, 144.8 4,692 0 3,932 3,932
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
I I D: Door -Solid Core 20 234 0 203 203
14E-"c: Wall -two courses brick, brick on concrete or 8 2432.4 11,091 0 4,088 4,088
inches concrete, 8 inches of 140# concrete with R-4
board insulation
18A-1 9: Roof/Ceiling-Below roof joists, Dark or Bold -Color 1845 2,824 0 2,445 2,445
Asphalt Shingle, Dark Metal, Dark Membrane, Dark
Tar and Gravel, R-19 blanket or loose fill
22A-pm: Floor -Slab on grade, No edge insulation, no 139 4,921 0 0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
20P-1 9: Floor -Over open crawl space or garage, Passive, 752 1,129 0 377 377
R-1 9 blanket insulation, any cover
Subtotals for structure: 28,131 0 13,986 13,986
People: 6 1,200 1,380 2,580,
Equipment: 2,700 2,700 5,400
Lighting: 0 0 a
Ductwork: 7,340 1,062 4,103 5,165
Infiltration: Winter CFM: 260, Summer CFM: 148 8,566 6,162 2,447 8,609
System 1, Zone I Load Totals: 44,037 11,124 24,616 35,740
Supply CFM: 1,120 (3.0 AC/hr) CFM Per Square ft.: 0.607
Square ft. of Room Area: 1,845 Square ft. Per Ton: 619
Total Heating Required: 44,037 Btuh 44.037 MBH
Total Sensible Gain: 24,616 Btuh 69 %
Total Latent Gain: 11,124 Btuh 31 %
Total Cooling Required: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent)
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
idl 1,11W MOO
....... ...
........... .
Detailed Room Loads - Room I - H611 (Peak'Methbd)
MU"
Calculation Mode:
Htg. & c1g. ces,!.,.
Room Length:
13.0 ft. System Number.
Room Width:
5.0 ft. Zone Number:
1
Area:
65.0 sq.ft. Supply Air:
19 CFM
Ceiling Height:
8.0 ft. Supply Air Changes:
2.2 AC/hr
Volume:
520.0 cuft Required Vent.:
0 CFM
Number of Registers:
1 Actual Winter Vent.:
0 CFM
RunoutAjr:
19 CFM Percent of Supply.:
0 %
Runout Duct Size:
4 in. Actual SummerVent.:
0 CFM
RunoutAirVeloc7ity:
221 Umin. Percent of Supply:
0 %
Design Loss:
0.100 in.wg./l 00 ft. Actual Winter Infil.:
4 CFM
Actual Loss:
0.057 in.wg./l 00 ft. Actual Summer Infil.:
2 CFM
-;�, -.. �' *M *Ii
...... 110 ......
1� I �
mluo,110 HIM., X*
E
N -Wall-1 4E-4-8c 5 X 8
20 0.152 4.6 91 1.4
U
N-Door-IID2.5X8
20 0.390 11.7 234 10.1
0 203
UP-Roof-1 8A-1 9 13 X 5
65 0.051 1.5 99 1.3
0 86
Floor-22A-pm 5 ft..Per.
5 1.180 35.4 177 0.0
0 0
Subtotals; for Structure:
601
0 317
Infil.: Win.: 3.9, Sum.: 2.2
40 3.175 127 0.900
91 36
Ductwork:
0.200 146 0.200
118 71
Room Totals:
874
209 424
PW .
�Eft NW-0,010 41 raw,
.......
Detailed Room Loads - Room 2 - LandlStrs t,',D-.ak Method)
Calculation Mode: Htg. & c1g.
Occurrences:
Room Length: 12.0 ft.
System Number:
1
Room Width: 7.0 ft.
Zone Number:
1
Area: 84.0 sq.ft.
Supply Air:
21 CFM
Ceiling Height: 20.0 ft.
Supply Air Changes:
0.7 AC/hr
Volume: 1,680.0 cuft
Required Vent.:
0 CFM
Number of Registers: 1
Actual Winter Vent.:
0 CFM
Runout Air: 21 CFM
Percent of Supply.:
0 %
Runout Duct Size: 4 in. '
Actual Summer Vent.:
0 CFM
RunoutAirVelocity: 240 Umin.
Percent of Supply:
0 %
Design Loss: 0.100 in.wgJI 00 ft.
Actual Writer Infil.:
13 CFM
Actual Loss: 0.067 in.wg.11 00 ft.
Actual Summer Infil.:
8 CFM
gmu
p,� �� , �
... .. . .. . .. ....
OWN
E-Wall-14E-4-8c7X20 140 0.152
4.6 638
1.0 0 145
UP-Roof-1 8A-1 9 12 X 7 84 0.051
1.5 129
1.3 0 111
Floor-22A-pm 7 fL.Per. 7 1.180
35.4 248
0.0 0 0
Subtotals for Structure:
1,015
0 256
Infil.: Win.: 13.5, Sum.: 7.7 140
3.179 445
0.907 320 127
Ductwork:
0.200 292
0.200 118 77
Room Totals:
1,752
438 460
Detailed Room Loads - Room 3 - KitlBrk (Peak Method)
Calculation Mode: Htg. & c1g.
Occurrences:
1
Room Length: 20.0 ft.
System Number:
1
Room Width: 10.0 ft.
Zone Number:
1
Area: 200.0 sq.ft.
SupplyAir:
181 CFM
Ceiling Height: 8.0 ft.
Supply Air Changes:
6.8 AC/hr
Volume: 1,600.0 cuft
Required Vent.:
0 CFM
Number of Registers: 2
Actual Winter Vent.:
0 CFM
RunoutAir: 91 CFM
Percent of Supply.:
0 %
Runout Duct Size: 6 in.
Actual Summer Vent.:
0 CFM
Runout Air Velocity: 461 Umin.
Percent of Supply:
0 %
Design Loss: 0.100 in.wgJI 00 ft.
Actual Winter Infil.:
29 CFM
Actual Loss: 0.137 in.wgJIOO ft.
Actual Summer Infil.:
17 CFM
N -Wall-I 4E-4-8c 10 X 8 60 0.152
4.6 274 1.4
0 83
E -Wall-1 4E-4-8c 7 X 8 46 0.152
4.6 210 1.0
0 48
W-Wall-14E-4-8c21 X8 168 0.152
4.6 766 2.4
0 403
N -GIs-lA-rb-o shge-0.35 100%S 20 1.080
32.4 648 27.2
0 543
E -GIs-lA-rb-o shge-0.35 62%S 10 1.080
32.4 324 49.8
0 498
UP-Roof-1 8A-I 9 20 X 10 200 0.051
1.5 306 1.3
0 265
Floor-22A-pm 38 ft..Per. 38 1.180
35.4 1,345 0.0
0 0
Subtotals for Structure:
3,873
0 1,840
Infil.: Wn.: 29.3, Sum.: 16.7 304
3.174 965 0.908
694 276
Ductwork:
0.200 968 0.200
118 663
Equipment:
1,200 1,200
Room Totals:
5,806
2,012 3,979
Detailed Room Loads - Room 4 - DinlLiv (Peak Method)
Calculation Mode:
Htg. & c1g. Occurrences:
Room Length:
24.0 ft. System Number:
Room Width:
15.0 ft. Zone Number:
1
Area:
360.0 sq.ft. SupplyAir:
235 CFM
Ceiling Height:
21.0 ft. Supply Air Changes:
1.9 AC/hr
Volume:
7,560.0 cu.ft. Required Vent.:
0 CFM
Number of Registers:
2 Actual Winter Vent.:
0 CFM
RunoutAir
118 CFM Percent of Supply.:
0 %
Runout Duct Size:
6 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity:
599 ftjmin. Percent of Supply:
0 %
Design Loss:
0.100 in.wgJIOO ft. Actual Winter Infil.:
75 CFM
Actual Loss:
0.229 in.wg./100 ft. Actual Summer Infil.:
43 CFM
lZi
W-Wall-14E-4-8c24X21
504 0.152 4.6 2,298
2.4 0 1,210
S -Wall-1 4E-4-8c 13 X 21
209 0.152 4.6 953
0.8 0 175
S -GIs-IA-rb-d shgr,0.35 1 00%S
64 1.080 32.4 2,074
27.2 0 1,738
(2)
UP-Roof-1 BA-1 9 24 X 15
360 0.051 1.5 551
1.3 0 477
Floor-22A-pm 37 ft..Per.
37 1.180 35.4 1,310
0.0 0 0,
Subtotals for Structure:
7,186
0 3,600
Infil.: Win.: 74.8, Sum.: 42.8
777 3.176 2,468
0.907 1,775 705
Ductwork:
0.200 1,931
0.200 118 861
Room Totals:
11,585
1,893 5,166
F5—etailed Room Loads - Room 5 - Bdrm #3 (Peak Method)
Calculation Mode:
Htg. & c1g.
Occurrences:
1
Room Length:
14.0
ft.
System Number.
1
Room Width:
13.0
ft.
Zone Number:
1
Area:
182.0
sq.ft.
Supply Air:
98
CIFM
Ceiling Height:
9.4
ft.
Supply Air Changes:
3.4
AC/hr
Volume:
1,711.0
cu.ft.
Required Vent.:
0
CFM
Number of Registers:
I
Actual Winter Vent.:
0
CFM
RunoutA!r:
98
CFM
Percent of Supply.:
0
%
Runout Duct Size:
6
in.
Actual Summer Vent.:
0
CFM
RunoutAirVelo&y:
501
ft./min.
Percent of Supply:
0
%
Design Loss:
0.100
in.wg./I 00 ft.
Actual Winter Infil.:
23
CFM
Actual Loss:
0.161
in.wg./l 00 ft.
Actual Summer Infil.:
13
CFM
N -Wall-1 4E-4-8c 12 X 9.4
92.8
0.152
4.6
423
1.4
0
128
N -GIs-IA-rb-o shge-0.35 I 00%S
20
1.080
32.4
648
27.2
0
543
UP-Roof-1 EIA-1 9 14 X 13
182
0.051
1.5
278
1.3
0
241
Floor-2013-19 13 X 14
182
0.050
1.5
273
0.5
0
91
Subtotals for Structure:
2,179
0
1,129
Infil.: Win.: 22.6, Sum.: 12.9
235
3.174
746
0.906
537
213
Ductwork:
0.200
585
0.200
118
360
People: 200 lat(per, 230 sen/per:
2
400
460,
Room Totals: 3,510 1,055 2,162
I Detailed Room Loads - Room 6 - Bdrm #2lBthIHafl (Peak Method) i
�Uiuulduun Ivioue:
i-11g. & c1g.
L)ccurrences,
I
Room Length:
21.0
ft.
System Number:
1
Room Width:
13.0
ft.
Zone Number:
1
Area:
273.0
sq.ft.
SupplyAir:
174
CFM
Ceiling Height:
9.4
ft.
Supply Air Changes:
4.1
AC/hr
Volume:
2,566.0
cuft
Required Vent.:
0
CFM
Number of Registers:
2
Actual Winter Vent:
0
CFM
Runout Air
87
CFM
Percent of Supply.:
0
%
Runout Duct Size:
5
in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
636
ftJmin.
Percent of Supply.
0
%
Design Loss:
0.100
in.wgJl 00 ft.
Actual Winter Infil.:
32
CFM
Actual Loss:
0.333
in.wg J1 00 ft.
Actual Summer Infil.:
18
CFM
N -Wall-I 4E4-8c 14 X 9.4 111.6 0.152 4.6 509 1.4 0 154
N -GIs-IA-rb-o shgc-0.35 1 00%S 20 1.080 32.4 648 27.2 0 543
UP -Roof -I BA-1 9 21 X 13 273 0.051 1.5 418 1.3 0 362
Floor-20P-1 9 13 X 21 273 0.050 1.5 410 0.5 0 137
Subtotals for Structure:
2,885
0
1,670
Infil.: Win.: 31.7, Sum.: 18.1 329
3.176 1,045 0.909
752
299
Ductwork:
0.200 786 0.200
118
636
People: 200 lat(per, 230 sen/per: 2
400
460
Equipment:
750
750
Room Totals:
4,716
2,020
3,815
Room Length:
13.0
ft.
System Number
I
Room Width:
11.0
ft.
Zone Number:
I
Area:
143.0
sq.ft.
Supply Air:
103
CFM
Ceiling Height:
9.4
ft.
Supply Air Changes:
4.6
AC/hr
Volume:
1,344.0
cu.ft.
Required Vent.:
0
CFM
Number of Registers:
1
Actual Winter Vent.:
0
CFM
RunoutAir:
103
CFM
Percent of Supply.:
0
%
Runout Duct Size:
6
in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
526
Umin.
Percent of Supply:
0
%
Design Loss:
0.100
in.wgJl 00 ft.
Actual Winter Infil.:
22
CFM
Actual Loss:
0.177
in.wgJl 00 ft.
Actual Summer Infil.:
12
CFM
S -Wall-1 4E4-8c 13 X 9.4
81.4
0.152
4.6
371
0.8
0
68
S -Gls-1 A-rb-d shgc-0.35 1 00%S
40.8
1.080
32.4
1,322
27.2
0
1,108
(2)
UP-Roof-1 8A-1 9 13 X 11
143
0.051
1.5
219
1,3
0
190
Floor-20P-1 9 11 X 13
143
0.050
1.5
215
0.5
0
72
Subtotals for Structure:
2,599
0
1,686
Infil.: Win.: 21.7, Sum.: 12.4
226
3.174
716
0.909
515
205
DuGtwork:
0.200
663
0.200
118
378
Room Totals:
3,978
633
2,269
I Detailed Room Loads - Room 8 - Loft (Peak Method) 7
Ualculation Mode:
Htg. & c1g.
Occurrences:
I
Room Length:
14.0
ft.
System Number:
1
Room Width:
11.0
ft.
Zone Number:
I
Area:
154.0
sq.ft.
Supply Air:
39
CFM
Ceiling Height:
9.4
ft.
Supply Air Changes:
1.6
AC/hr
Volume:
1,448.0
cuft
Required Vent.:
0
CFM
Number of Registers:
1
Actual Winter Vent.:
0
CFM
Runout Air:
39
CFM
Percent of Supply.:
0
%
Runout Duct Size:
4
in.
Actual Summer Vent.:
0
CFM
RunoutAirVelochy:
448
Umin.
Percent of Supply:
0
%
Design Loss:
0.100
in.wg J1 00 ft.
Actual Winter Infil.:
13
CFM
Actual Loss:
0.227
in.wg./l 00 ft.
Actual Summer Infil.:
7
CFM
VY -VVall-I 41=-4-13C 14 A 9.4
131.6
0.152 4.6
Boo
2.4
0
316
UP -Roof -I 8A-1 9 14 X 11
154
0.051 1.5
236
1.3
0
204
Floor-2013-1 9 11 X 14
154
0.050 1.5
231
0.5
0
77
Subtotals for Structure:
1,067
0
597
Infil.: Win.: 12.7, Sum.: 7.2
132
3.176
418
0.904
301
119
Ductwork:
0.200
297
0.200
118
143
Room Totals: 1,782 419 859
I Detailed Room Loads - Room 9 - Mstr BdrmlBth (Peak Method)
Room Length:
32.0 ft.
System Number:
I
Room Width:
12.0 ft.
Zone Number:
I
Area:
384.0 sq.ft.
Supply Air:
249
CFM
Ceiling Height:
10.0 ft.
Supply Air Changes:
3.9
AC/hr
Volume:
3,840.0 cuft
Required Vent.:
0
CFM
Number of Registers:
3
Actual Winter Vent.:
0
CFM
Runout Air:
83 CFM
Percent of Supply.:
0
%
Runout Duct Size:
5 in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
610 Umin.
Percent of Supply:
0
%
Design Loss:
0.100 in.wg./l 00 ft.
Actual Winter Infill.:
50
CFM
Actual Loss:
0.306 in.wg./l 00 ft.
Actual Summer Infil.:
28
CFM
S -Wall-14E-"c 12.5 X 10
95
0.152
4.6
433
0.8
0
79
W-Wall-14E-4-8c7MO
30
0.152
4.6
137
2.4
0
72
S -GIs-lA-rb-o shgc-0.35 1 00%S
30
1.080
32.4
972
27.1
0
814
(2)
W -Gls-1 A-rb-d shgc-0.35 1 00%S
40
1.080
32.4
1,296
27.2
0
1,086
(2)
UP -Roof -I 8A-1 9 32 X 12
384
0.051
1.5
588
1.3
0
509
Floor-22A-pm 52 ft..Per.
52
1.180
35.4
1,841
0:0
0
0
Subtotals for Structure:
6,726
0
2,891
Infil.: Wn.: 49.6, Sum.: 28.3
515
3.177
1,636
0.907
1,177
467
buctwork:
0.200
1,672
0.200
118
914
People: 200 latIper, 230 sen/per:
2
400
460
Eouioment:
750
750
Room Totals: 10,034 2,445 5,482
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name:
THE TOWNHOME MOD. D2
Builder: KOLTER
Address:
Permitting Office:
City, State:
Permit Number
Owner:
KOLTER SIGNATURE HOMES, INC.
Jurisdiction Number:
Climate Zone:
Central
1.
New construction or existing
2.
Single family or multi -family
3.
Number of units, if multi-fiLmily
4.
Number of Bedrooms
5.
Is this a worst case?
6.
Conditioned four area (ft2)
7.
Glass area. & type
a- Clear - single pane
b. Clear -double pane
c. Tintlother SHGC - single pane
d. Tintlother SHGC - double pane
8.
Floor types
a. Slab -On -Grade Edge Insulation
b. NIA
c. N/A
9.
Wall types
a. Concrete, Int Insul, Exterior
b. Concrete, Int Insul, Adjacent
c. Frame, Wood, Adjacent
d. N/A
c. N/A
10.
Ceiling types
a. Under Attic
b. N/A
c. NIA
it.
Ducts
& Sup:Unc. RetUnc. AH:Attic
b. N/A
New —
12. Cooling systems
Single fimuly —
& Central Unit
Cap: 36.0 kBtu/hr
1
SEER., 12.00
3
b. NIA
yes
1847 IF
c. N/A
0.0 W —
13. Heating systems
0.0 R2 —
a. Electric Heat Pump
Cap: 36.0 kBtu/hr
244.8 R2
HSPR 7.50
0.0 fL2
b. N/A
R=0.0, 165.0(p) ft
c. NIA
14. Hot water systems
a- Electric Resistance
Cap: 40.0 gallons
R=4.2, 630.0 W
EF: 0.94
R-42, 850.0 ft2
b. N/A
R=11.0, 170.0 f?
c. Conservation credits
(HR-Heat recovery, Solar
DBP-Dedicated beat pump)
R=19.0,1093.0ft-
15. HVAC credits
(CF-Ceiling fan, CV -Cross ventilation,
BF -Whole house fim,
PT -Programmable Thermostat;
Sup.R�6.0,150.Oft
W-C-Multizone cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.13 Total as -built points: 24769
Total base points: 25445 PASS
I hereby certify that the plans and specifications covered
by this calculation are in compliance with the Florida
Energy Code.
PREPARED BY: �'�Oss'
DATE: 6 -,Z - Z 00-3
1 hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.
OWNERIAGENT:
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 with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
FdRM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: ... PERMIT #: I
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned
X BSPIVI
Points
Overhang
FloorArea
Type/SC
Ornt
Len Hgt
Area X
SPM X SOF
Points
.18 1847.0
26.78
8670.8
Single, Tint
NVJ
2.0 1.0
60.0
31.34
0.56
1052.1
Single, rint
SW
13.0 1.0
40.0
44.31
0.40
701.3
Single, T-int
SE
5.0 1.0
10.0
47.60
0.411
193.6
Single, Tint
SE
2.0 1.0
30.0
47.60
0.43
6111.7
Single,'nnt
SE
7.0 1.0
64.0
47.60
0.41
1239.1
Single, Tint
SE
7.0 1.0
40.8
47.60
0.41
789.9
As -Built Total:
2".8
4687.7
WALL TYPES
Area X
BSPM
Points
Type
R-Value
Area
X SPM
=
Points
Adjacent
1020.0
0.70
714.0
Concrete, Int Insul, Exterior
4.2
530.0
1.16
730.8
Exterior
630.0
1.90
1197.0
Concrete, Int Insul, Adjacent
4.2
850.0
0.64
544.0
Frame, Wood, Adjacent
11.0
170.0
0.70
119.0
Base Total:
1650.0
1911.0
As43uilt Total:
1650.0
1393.8
DOOR TYPES
Area X
BSPM
= Points
Type
Area
X SPM
=
Points
Adjacent
20.0
1.60
32.0
E)derlor Insulated
20.0
4.80
96.0
Exterior
20.D
4.80
96.0
Adjacent Insulated
20.0
1.60
32.0
Base Total:
40.0
128.0
AsZuIlt Total:
40.0
128.0
CEILING TYPES Area X
BSPM
= Points
Type
R-Value Area X SPM X SCM =
Points
Under Attic
1093.0
2.13
2328.1
UnderAttic
19.0
1093.0 2 82 X 1.00
3082.3
Base Total:
1093.0
2328.1
As -Built Total:
1093.0
3082.3
FLOOR TYPES
Area X
BSPM
= Points
Type
R-Value
Area
X SPM
Points
Slab
165.0(p)
-31.8
-5247.0
Slab -On -Grade Edge Insulation
0.0
165.0(p
-31.90
-5263.5
Raised
0.0
0.00
0.0
Base Total:
-5247.0
As -Built Total:
166.0
-5263.6
INFILTRATION
Area X
BSPM
= Points
Area X SPM
Points
1847.0
14.31
26430.6
1847.0
14.31
26430.6
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ... PERMIT #.
BASE
AS -BUILT
Summer Base Points:
34121.5
Summer As -Built Points:
30358.9
Total Summer X System
Cooling
Total X
Cap
X DuGt X System X
Credit
= Cooling
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DMxDSMxAHU)
30358.9
1.000
(1.G87x1.150x1.10) 0.284
1.000
11862.6
1 34121.5 0.4266
14556.2
30358.9
1.00
1.375 0.284
1.000
11862.6
- 0
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: ... . PERMIT #: I
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned
X BWPM
Points
Overhang
FloorArea
Type/SC
Ornt
Len Hgt
Area X WPM X
WOF = Point
.18 1847.0 6.96
19482
Single, Tint
NW
2.0 1.0
60.0 12.51
0.99
7427
Single, Tint
SW
13.0 1.0
40.0 9.88
1.57
622.0
Single, Tint
SE
5.0 1.0
10.0 9.12
1.94
176.8
Single, Tint
SE
2.0 1.0
30.0 9.12
1.82
499.2
Single, Tint
SE
7.0 1.0
64.0 9.12
1.94
1131.5
Single, Tint
SE
7.0 1.0
40.8 9.12
1.94
721.3
AsBullt Total:
2".8
3893.6
WALL TYPES
Area X BWPM
Points
Type
R-Value
Area X WPM
Points
Adjacent
1020.0 1.80
1836.0
Concrete, Int Insul, Exterior
4.2
630.0 3.26
2053.8
Exterior
630.0 2.00
1260.0
Concrete, Int Insul, Adjacent
4.2
850.0 206
1751.0
Frame, Wood, Adjacent
11.0
170.0 1.ao
306.0
Base Total:
1660.0
3096.0
As.Sulft Total:
1660.0
4110.8
DOOR TYPES
Area X BWPM
Points
Type
Area X WPM
Points
Adjacent
20.0 4.00
80.0
Exterior Insulated
20.0 5.10
102.0
Exterior
20.0 5.10
1020
Adjacent Insulated
20.0 4.00
80.0
Base Total:
40.0
182.0
As -Built Total:
40.0
182.0
CEILING TYPESArea X BWPM
Points
Type
R-Value Area X WPM X WCM
Points
Under Attic
1093.0 0.64
699.5
UnderAttic
19.0
1093.0 0.87 X 1.00
950.9
Base Total:
1093.0
699.6
As -Built Total:
1093.0
960.9
FLOORTYPIES;
Area X BWPM
Points
Type
R-Value
Area X WPM
=
Points
Slab
165,0(p) -1.9
-313.5
Slab -On -Grade Edge Insulation
0.0
165.0(p 250
412.5
Raised
0.0 0.00
0.0
Base Total:
-313.6
As -Built Total:
166.0
412.6
INFILTRATION
Area X BWPM
= Points
Area X WPM
=
Points
1847.0 -0.28
-517.2
1847.0 -0.28
-517.2
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
IADDRESS: ... PERMIT #:
BASE
AS -BUILT
Winter Base Points:
5095.1
Winter As -Built Points:
9032.5
TotalWinter X System
Heating
Total X
Cap
X DuGt X System X
Credit
= Heating
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DM x DSM x AHU)
9032.5
1.000
(1.078x1.160x1.11) 0.455
1.000
5706.4
5095.1 0.6274
3196.7
9032.5
1.00
1.388 0.455
1.000
5705.4
FORM 60DA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS: ... PERMIT#: I
BASE
AS -BUILT
WATER HEATING
Number of X Multiplier
Total
Tank EF
Number of X Tank X Multiplier X
Credit = Total
Bedrooms
Volume
Bedrooms Ratio
Multiplier
3 2564.00
7692.0
40.0 0.94
3 1.00 2400.34
1.00 7201.0
1
1 As -Built Total:
7201.0
CODE
COMPLIANCE
STATUS
BASE
AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
Total
Points
Cooling
Points
+ Heating + Hot Water Total
Points Points Points
14556 3197
7692
25446
11863
5705 7201 24769
PASS_
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
I ADDRESS: ... PERMIT #: I
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
6D6.1.ABC.1.1
Ma)dmum:.3 cfm1sq.fiL window area@ .5 cfm1sq.ft. door area.
Exterior & Adjacent Walls
606.IABC.1.2.1
Caulk, gasket, weatherstrip or seal between: windowstdoors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & topfbottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous infiltration barrier is installed that extends
from, and is sealed to, the foundation to the top plate.
Flwrs
606.1.ABC.1.2.2
Penetrationstopenings >1/8" sealed unless backed by truss orloint members.
EXCEPTION: Frame floors where a continuous infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings
606.1 ABC.1.2 3
Between walls & ceilings; penetrations of ceiling plane of top floor', around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate;
attic access. EXCEPTION: Frame callings where a continuous infiltration barrier is
installed that is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures
606.1 ABC.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 117clearance & &'from Insulation; or Type IC rated with < 2.0 ofm from
conditioned space, tested
Mufti -story Houses
606.1.ABC.1.2.5
Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqts
606.1.ABC.1.3
Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustion air.
— 6A-22 OTHER PRESCRIPTIVE MEASURES (must be mat or exceeded hu all rpqidpnrpq I
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
612.1
Comply with efficiency requirements In Table 6-12. Switch Or clearly Marked circuit
breaker (electric) or cutoff (gas) must be provided. External or bufft-in heat trap required.
Swimming Pools & Spas
612-1
Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool heaters must have a minimum thermal
efficiency of 78%.
Shower heads
612.1
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems
610.1
All ducts, fillfings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, insulated, and Installed In accordance with the criteria of Section 610.
" s In unconditioned attics: R-6 min. insulation.
HVAG Controls
1607.1
t
lie. a readily accessible manual or automatic thermostat for each system.
Insulation
I
604.1, 602.1
Celfings-Min. R-1 9. Common walls -Frame R-1 1 or CBS R-3 both sides.
�
I
Common ceiling & floors R-1 1.
N.IbA.IK AIR UUMIT.10N
FORM BOOA-2001
PAGE 09
`000E.
FLORID& ENE F3 .7 011ENCY
10
FOR BUILDAN116'C" T: N
Florida Department OCCOrrimun'ity,,��ffalrs.
Residen5al Whole Bulldlng�Perfdrmance'Method A
Builder
Project Name; THETO HOMEM�ODMZ
Address: KOLTER
Permitting Office:
City, State: Permit Number
Owner KOLTER SIGNATURE komEs, u4c: Jurisdiction Number
Climate Zone: Central
1. New wn,�dvacfion or exinIng
2. Single Ihnnly M MUKAMily
3. Wotnbw ofunh Irmulti-flunify
4. N1unbora(Bq*aa=
S. is this it worst ease
6. Cendifianed flaor am (fta)
7. Glaaam&vyM
a. Clear glmh� daWtl�-factDr
b. Dewittid
c, Labeled u or suGc
a. Fl�fypw
IL Sla&M-0tada Edge InvuMon
b. VA
0. WA
9. wall tYj=
a. ConcroM Int InsuL Ezaicr
b. ConcretA InthuruL Ad*mt
c. Pmun. Wood, Adjacent
d, X/A
m NIA
10. C"s bTM
� Undmmo
b. VA
e. N/A
1. Duate
a. BuP.Uhm RetUna. AH:Atdo
b. NIA
New
Multi-brnfly
3
YM
ginglePans
DoublePane
0.0 fp
0.0 fr
227.0 fF
0.0 it,
0.0 IP
0-0 IF
R=0.0, 165.0(p) ft
R=42,630.0 A'
R-4.% $50-0 R2
R=11.0. 170-0 Am
R-19.0,1093.0 ft-
SUIL R-4.0. 150.0 ft
12 Conlingustms
4� CenbW Unit -
b. N/A: -
a. N/A
13 Heaft syst=a
Freafp=
P
b. N/A
a. W/A
.14. Hotwat=vHkm%
b. W/A
M CCMVrvzfion CMdH3
DUP-DWicand beat pump)
15. HVAC cr.cclits
(CF-Cdft fiLa;.GV-CMM venhIsfian,
Br-whola houm Jan,
PT-Prognaurnoble 7hosmosea4
MZw1multimme caorfflj�,
M&H-Mulfizonebenting)
CaIx 36.0 IiBbihr
SHIM-1 12,00
CW. 36.0 1�,Btalhr
CaF 40. = —
a
GlasstFloor Area: 0. 12 Total as-built--point.s--26.157
Tota'l base points: 25445 PASS
I hereby cartify1hat the plans and specirications-6o"red.
--1 vfo wplam�and;
by this calculation Are in compliance with the horlda' �Au. voweredibythily-,
8 -6
Energy God l4ul'. o',rHMf 'DomplianceY,
PREPARE wdh.*,.
floddm'Ene
M,
Be lVeompleted-.;
DATE:
a build ng*zyh
thl - "1'. 1 1
COMPIjancwwIth Sectlon-5M 908;:'-
1 hereby certify that tn- bull s &�ngped, is In
compliance% the Zorlde e. - Florida.Statutes. ME.
OWNERIAGENT: EA)ILDING OFFICIAL:
DAM, DATE.*
Energy.Gau.990 (Verslqn5.F�LRCSl3-v3.30)
09/16/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 03
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ... PERMITM
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X MPM Points
Overhang
FloorArea
Type/Be
onrit
Len Hgt
Area X SPM X SOF Points
.18 11247.0 26.79
8570.8
single, Tint
NW
2.0 1.0
54.0 33.43 0-1,6
10iD3
Single, Tint
sw
13.0 1.0
36.o 47,31 OAD
674.0
single, Tat
8 . E
5.0 1.0
9.0 50.80 0.41
185.9
Single, T-Int
SE
20 1.0
M 50.80 UA3
S=
VrV% Tint
SE
7.0 1,0
64.0 50-BO 0.41
13222
ShVle, 11nt
as
7.0 1.0
40.0 50.80 0.41
MO. 4
As-Rulff Total:
4541.0.
''WALL TYPES Area X BSPMI Points
Type
R-Value
Area X SPIM
Points
�'Ad*6t 1020.0 0.70
714.0
jC�Jnt Inaul, Exterior
4.2
630.0 1.18
730.8
Fidarlor 63o.0 1.90
tlo.o-�
'Comliew, ffit Wait, Adjabent
4.12.1
SP[l-o 0.64
Fripha, Wood, AdjaeW
17.0
17D.0 0.70
E6m Total: 116110.0
"al'Tow.
lop.,
4
iz,�,
-Po
POOR TYPES -Ania X BSPM
Points, !"'Type
nea X SPM
A :6.0 11so
1
2 1 0
.0 4.811
Zo
20.0 1.60.
32.0
1211&
�OEILING TYPES ANa 13SPM
Poirrts-�
-,-T ype.-
R-Vaime Anii-X SPIVIX,BPM-�22,
-I**,,
1093.13' 713
23125.1' ,
Under
19.0
1093,0 2.82 X 1 100
�aft Tow: 1093.0
2328.1
As -Built Total:
1093.0
3M.3
IF , ' LOO L R TYPES Area X BSPM
Poliita
"Type
R-VaIUe
Anse X SPM
Pol . ift,
'310
624t.b,
Sial� ade'Edge ln�ulatl�n
-bn-Gr
0.0
1 -go
-5253.5''
Rii� -0.0 -0.00
0.0-
Base, Total-
.4247.0
AsZulft Total:
165.0
-5283A
INFILTRATION Area X BSPM1 Points
Area X SI'M
points
1' 1147.0 14.il
2643�fl
'180.0' 14.31
25436.5-
EnergyCQuaeO DCA Form 6WA-2m Enw9YGau7WlaRES'2001 Fl-RCS8V3.30
09/16/2003 �j�50 1722837229 NISAIR AIR CONDITION PAGE 04
FORM 60OA-2001
SUMMER C'ALCULATIONS
Residential Wh6le Building Performance Method A - Details
ADDRESS:,, PERMIT ft
BASE
AS -BUILT
Summer Base Points,
34121.5
Summer AS -Built Points:
30312.1
Total Summer X System
Cooling
Total X
Cap
X Duct X System X
Credit
Cooling
Points Multiplier
Points
Component
Rtfflo
Multiplier Multiplier
Multiplier
Points
(0MxDSMxAHU)
11,
1.,
(1.087xi.15OX1.1a) 0,284
1.00D
118"3
34121.5 0.4266
14556 .2
30312.1
1.00
1.375 0.284
1.000
11844.3
EnergyGauge�.DCA Form:600A-2001 ErwMyGaugaVF1aRES2WI FLRCSB v3.30
09/16/2003 23:50 7722837229 NISAIR AIR COMITIDN PAGE 06
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: ... PERMIT 0'.
BASE
AS -BUILT
Winter Base Points:
5096.1
Winter AS -Built Points:
9675.9
Total winter X system
Heating
T . otal X
Cap
X Duct X System X
CmdIt
= Heating
Points MuMplier
Points
Component
Ratio
Muftiolier Multiplier
Multiplier
Points
(DM x USM x AHLQ
WMA
1.000
(1.078XI.IBO*1.11) 0,455
1.060
aiii.6
6095.1 0.6274
3198.1.
9676.9
1.00
1.388 0.455
1.000
61
EnffWG8Ua0- DCA Form 800A.2001 EmwGaUPVFIQRES200J FLRCSBV3.30
09/1612003 23:50 7722837229 NISAIR AIR CONDITION PAGE 07
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS:,,, PERMIT A I
BASE AS -BUILT
WATER HEATING
Number of X Multiplier = Total Tank EF Number of X Tank X Multiplier X Credit � Total
Bedrooms Volume Bedrooms Ratio Multiplier
3 2564.00 7692.0 �40.0 0.94 3 1,013 2400.34 1.00 7201.0
A�&M Totah. 7201.0
CODE COMPLIANCE STATUS
BASE
ASmSUILT
Cooling + Heating Hot Water Total
Points Points Points Points
Cooring + Heating + Hot Water Total
Points Points Points Points
14* M61 702 26"S
11844 611.2 T�ql
PA : S-
Er*rgrGaup� DCA Fon 600A-200l Enff9yCaU9eVFlaREV2D01 FLROSBY3.30
@9/IG/2003 23:50 7722837229 NISAIR AIR CONDITIDN PAGE 08
FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
I ADDRESS:... PERMIT * j
SA-21 INFILTRATION REDUC71ON COMPLIANCE CHECKLIST
COMPONEM
SgClg�
-REQY!REMENTS FOkqNCH
Modellim:3 A.�gndcware%Sc JIL door area.
CKECK
FbdoriorlNindwra& Doom-
W8.IABC.1.j—
aderlar a Adjuent Walla
6WAARC.12-11
Cauk gaskak wasitierStfile Or seal betwCow. VAO=sfdms & ftrrms, mmwnTm wall;
foundation & wall sole or sM pW, " Whom exteflorwall POrlefs; at comerw, WRY
penetrations; between val panels & lapbalturn pla� between wells and foor.
EXCEPTION: Fmma walls where a conlInuom Infiltration banter 13 Installed that WOMM
ftqA_Li is �saaW tp,jtgftuWatlon to the top plate.
FIwwm
6MIA80,1122
peneftediorWopenings mir sealed unleis backed bytn= orjoint members.
EXCa"ON: Frame floors vdvete a contimun Infiltration barrier Is installed ft Is 98aled
cainp
MIAMI 2.3
Behuman i�alls & oellinp;penah-ation 6 of 06111r4 plans of top W. armed shaft, CIVROM
soft citnneys, cabinels sealed'to ooffinuous air baulw gaps In gyp board & top plabg
eitic a6c�, EXCEPTION: Frania Dellefis where a continuous Iniftelion banter Is
getti;kon ad SMTR.
Iftbtialled that Is kelih at the pirlm'der"at Farld
Recessed FbdLm
WSAABC.12-4
Typoc ivw witti no penetnitions, 6aalb*'o-rYype 10 or nart-IC rated, ingtoffied insidi a
seww 66x vft ire-ciaofarm 8; 3'fttn ImWieflon; �r Type IC rated With 2.0 oft ftm
MU64tory Hatraft
SOB.IABO.12-5
Alr6rrWarip@if offlocrodylti -M Room
tbchauxdiim veiiiad to cr�h".`darnpe M. cor rb I MvnsP=h0A&dc�m*wtiiNFPA,
Aklknal inWhintilon malts
haj* bij
GX-22 OTHER PRESC
PTIVE,MEASURES�jmtist�be�motdr�Oxceaded,bv
DOMPONWW.
AE
q'Wromer, -min Table G-1?- Switth orciew markiedcIrcult
,
' o',
��i�dvifi mi ii64a�ki4' ai� '
or, bull4ritmiat i, fred.
'q,
swirnmird Facts a apas
di?l
SA'--'&1t"Q, � 'I
pools must hmoq!qrs
a wnp Umer. (249 spa
DerminuteatOD
AM dU .' ft k*r"'- Meiklimic 1 2 d eq L dpm , w 9
in of's'nuon BID.
D�"I" ;66s: R-0 min' In'suk"diqn.
HVAG Contn
for each system.
k-fi'Ciern-n-w, ��aik4 iz-fi or CBS ik-3 boified6s:'
Common calling & m6m R-I 1,
ErOVYGALIP" DCA Form 60OA-MOI Em!qyGaugs&+1aREV2lX)1 FILRCSB V3.30