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LEGEND-
& = DELTA ANGLE
L =ARC LENGTH
CATV = CABLE TV
C.B. = CATCH BASIN
C.B.S. = CONCRETE BLOCK & STUCCO
CL = CENTERLINE
CONC. = CONCRETE
COV. = COVERED
D.E. = DRAINAGE EASEMENT
ELEV. -ELEVATION
'E.O.P. EDGEOF ' PAVEMENT
E.O.W. EDGE OF WATERI
F.F. FINISHED FLOOR
FND. -_�.FOUND
F.P.E. FLOOD PLAIN EASEMENT
F.P.L. FLORj1JA'P.OWER & 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
O.S.T. NO. 4
N.R. = NOT RADIAL
D.E. = OVERHANG EASEMENT
O.M.E. = OVERHANG MAINTENANCE EASEMENT
O.R.B. = OFFICIAL RECORD BOOK
O/S - OFFSET
O.S. = OPEN SPACE TRACT
P.B. = PLAT BOOK
P.C. = POINT OF CURVATURE
P.C.P. = PERMANENT CONTROL 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
P.R.M. PERMANENT REFERENCE MONUMENT
PROP, =PROPOSED
P.T. POINT OF TANGENCY
P.U.E. PRIVATE OTILITY EASEMENT
R RADIUS
RAD. RADIAL
'T
T-.&B, (TYPY
.S.T. NO. 4
8EINC3,ALL OF LOTS 145, 146, 147, 148 8c 149, ACCORDING TO THE PLAT OF POD
20C AT THE RESERVE, P.U.D. II — CASTLE PINES, AIS RECORDED IN PLAT BOOK 43,
PAGES 12; 12A THRU 12D. PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
A�
SURVEYOR'S REPORT:
1, THIS SURVEY IS PREPARED -FOR RESERVE HOMES, LTD.
AND IS NOT ASSIGNABLE. -
2.. THE LANDS SHOWN HEREON WERE N07ABSTRACTED FOR EASEMENTS ANDIOR
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,L�WSON, NOBLE & WEBB, INC. AND SHALL NOT�
BE REPRODUCED IN WHOLE OR PARTWITHOUT THE PERMISSION OF LAWSON, NOBLE &
WEBB, INC. IN WRITING.
T. BEARINGS SHOWN HEREOWARE BASEP�6� THE NORTH LINE OF LOT 149
WHICH BEARS N 72*37-25--E- AND ALI�BEARINGS ARE RELATIVE TO PLAT.
8. BOUNDARY:QIMENSIONS SHOWN�ARE PER.PLAT AND FIELD MEASUREMENT UNLESS
OTHERWISE NOTED.
9. ELEVATIONS SHOWN HEREON ARE BASED ON R.G.V.D.`ADJUSTMEN . T OF 1929.
10. LANDS SHOWN HEREON LIE WITHIN ZONE x ACCORDING TO'THE FLOOD INSURANCE
RATE MAP PANEL NO. 120285-0275F . DATED�AUGUST 19,1991
11. IMPROVEMENTS IF ANY ARE AS'SHOWN.
12 DATE OF FIELD SURVEY! MARCH 31. 2004
CERTIFICATION:
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
JULIAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731
R/W = RIGHT-OF-WAY
SAN. = SANITARY
S.B.T. = SOUTHERN BELL TELEPHONE
S.F. = SQUARE FEET
T.O.B. = TOP OF BANK
TYP. = TYPICAL
U.E. = UTILITY EASEMENT
U.L.P. = UPLAND PRESERVATION
0 = SET 5/8" IRON ROD'WITH CAP No. LB 6674
0 = FOUND 5/8" IRON ROD WITH CAP No. LB 6674
0 = FOUND PERMANENT CONTROL POINT
A = SET P-K NAIL WITH DISK NO. LB 6674
A = FOUND P-K NAIL No. LB 6674
C) = WATER SERVICES
M - WATER VALVE
S = SANITARY SERVICE
00 0 = FOUND PERMANENT REFERENCE MONUMENT 6674
= EXISTING ELEVATION IN FEET
0.00 > = PROPOSED ELEVATIONS IN FEET
A = DRAINAGE FLOW INDICATOR
-7
I
0 = SET 5/8" IRON ROD
WITH CAP WITNESS
CORNER LB #6674
o I.O'OFFSET
0 = ELECTRIC SERVICE
A = CATV
= LIGHT POST
- 1 V PINE TO BE
REMOVED (TYP)
4F = 10" PINE (TYP)
TO REMAIN (TYP)
6�
MULLIGAN CIRCLE
24' I.E.E., D.E. & U.E.
2'CONC. VALLEY GUTTER
V
if
3A M.H.
t i.
if
p
_j/
P-\600-699\B652\CAD\LOT SURVEYS\]3652ls145.dwq' 04/0V2004 02.19-27 PM EDT
MAP -OF BOUND'A"R"Y SURVEY
CLIENT: RESERVE HOMES5., LTD. I
.� , I
LB # 6674 " L IN' 1,Y
SCANNEEL. a- 0 0 9�-* 0 0 0 qLqrjpqa��,
awson, Noble &-Webb, Ihc...,
BY NOIN13UR;S - PLANNERS U R V g y, O,k,j,a 2,:,:
St. LUde Cou' NW Peacock Boulevard, Suite 9. Par
St. Lucie; 1`1666 349B6
878-1700 - fox: (772) Bra-lao?.l email:
l6f-psicinw-inc.corn
West Palm Beach Port St. Luele
REVISION I _FB/P
im"k,
F:B::P - OD20 C I PG: I
JOB NO.: B652
' IF,
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LEGEND:
A = DELTA ANGLE N.R. = NOT RADIAL R/W = RIGHT-OF-WAY 0 = SET 5/8- IRON ROD
L = ARC LENGTH D.E. = OVERHANG EA§EMENT SAN. = SANITARY WITH CAP WITNESS
CATV = CABLE TV O.M.E. = OVERHANG MAINTENANCE EASEMENT S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB #6674
C.S. = CATCH BASIN O.R.B. = OFFICIAL RECORD BOOK S.F. = SQUARE FEET a 1.0' OFFSET
C.B.S. = CONCRETE BLOCK & STUCCO O/S = OFFSET T.O.B. = TOP OF BANK 0 = ELECTRIC SERVICE
CL = CENTERLINE O.S. = OPEN SPACE TRACT TYP. = TYPICAL A = CATV
CONC. = CONCRETE P.B. = PLAT BOOK U.E. = UTILITY EASEMENT = LIGHT POST
COV. =4COVERED P.C. = POINT OF CURVATURE U.L.P. = UPLAND PRESERVATION
D.E. = DRAINAGE EASEMENT P.C.P. = PERMANENT CONTROL POINT 0 - SET 5/8" IRON ROD WITH CAP NO. LB 6674 = 11" PINE TO BE
ELEV. = ELEVATION P.D.E. = PRIVATE DRAINAGE EASEMENT 0 = FOUND 5/8" IRON ROD WITH CAP No. LB 6674 REMOVED (TYP)
E.O.P. = EDGE OF PAVEMENT P.G.E. = PRIVATE GAS EASEMENT 0 = FOUND PERMANENT CONTROL POINT = 10" PINE (TYP)
E.O.W. = EDGE OF WATER P.K. = PARKER KALON NAIL A = SET P-K NAIL WITH DISK NO. LB 6674 TO REMAIN (TYP)
F.F. =,FINISHED FLOOR P.O.B. = POINT OF BEGINNING A = FOUND P-K NAIL No. LB 6674
FND. =FOUND P.O.C. = POINT OF COMMENCEMENT C) = WATER SERVICES
F.P.E. = FLOOD PLAIN EASEMENT P.P. = POWER POLE X = WATER VALVE
F.P.L. = FLORIDA POWER & LIGHT P.R.M. = PERMANENT REFERENCE MONUMENT 0 = SANITARY SERVICE
I.E.E. = INGRESS/EGRESS EASEMENT PROP. =PROPOSED 0 = FOUND PERMANENT REFERENCE MONUMENT 6674
L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY 00 EXISTING ELEVATION IN FEET
M.H. = MANHOLE P.U.E. = PRIVATE UTILITY EASEMENT =
MON. = MONUMENT R = RADIUS 0.00 > = PROPOSED ELEVATIONS IN FEET
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIAL
= DRAINAGE FLOW INDICATOR
S41017'33"E
12.22'
MULLIGAN CIRCLE
P.T.
SAN. 24' I.E.E., D.E. & U.E.
O.S.T. NO. 4 2'CONC. VALLEY GUTTER
vor. a. \ \ / /
7"A
rn,
uo OWD
vyk05 Z9.5"
v Top.
-Ny
O.S.T. N 4 7 '0
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01 �AIB
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4
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WATER MANAGEMENT
TRACT NO. 2 r8
-rc'
tq.55
NOTE: MEASURED TO END OF BOARD 6TO
O.S.T. NO. 4
10,
O.S.T. NO. 4
DESCRIPTION:
BEING ALL OF LOTS 145, 146, 147, 148 & 149, ACCORDING TO THE PLAT OF POD
20C AT THE RESERVE, P.U.D. II - CASTLE PINES, AS RECORDED IN PLAT BOOK 43,'-,,
PAGES 12, 12A THRU 12D, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
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.
7. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 149
WHICH BEARS N 72'37'25" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
B. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHERWISE NOTED, '
9. ELEVATIONS SHOWN FFREON,ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929.
10. LANDS SHOWN HEREON,LIEWItHIN ZONE X ACCORDING TO THE FLOOD INSURANCE
RATE MAFkP6NEL NO. 120285-0275F, , DATED AUGUST 19. 1991,
11. IMPROVEMENTS IF AN�ARE AS SHIJ WN.
12 DATE OF FIELD SURVEY: MARCH 31,2004
CERTIFICATION:
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
JULIAN D. MORRIS. PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4T31
IS
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—699\B652\CAD\L0T SURVEYS\B652(s145.clwg m
P,\600 145�d�gO�7407/2004 11.114,4W7AM El[
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 LNW
0 0 0 0 0 0 0 0 a 000M
80 ME) Lawson, . Noble & Webb, 0 Ind.,
BY ENGINEERS - PLANNERS - SURVEYORS
at; Lu lie COB* 590 NW Peacock Boulevard, Suite 9, Port St. Lucie, Florida i14986
(772) 878-1700 - fox: (772) OTS-1802- email-. hw—pslalmv—lnc.com
West Palm Beach Port St. Lucie
REVISION FB/P G DATE BY CK' D DATE: 3-31-04
FORMBOARD TIE—IN SURVEY 20C-1/31 CTL dDM BY: JDM
/ I'l n 4— CK'D:
F.B.: POD20 C 1 PG: I
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APPROVED AS COM PLYING VM THE
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',ODUCT NTROLDMSION
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L
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C4LK-IN OR ELCO mcj.1fdMcj.,'
FAMELMATE OR Mal, FANO-WTE PLUS
OR
BOLT
(SEE SCHEWLE FOR SPACING)
ALL' woumno mgmma - 7
D..
- SECTIOM 8 SC41E J/5'
it 7LE cl =V1 r m—c
POURED
CONCRETE
OR CONCRETE
BLOCK WALL
REMRED-\
4 (SEE SaIEDULO
FOR MN&W
SEFAAAWN 'S^
TO GLASS
114' Or-20 x
=L�V% 7
N VZ�
OMTLAP 0 AWSPAN
CONCRETE
OR CONCRETE
;RLOCK WALL
'REQUIRED
SIDE WALK BOLIS ARE i3r�,4'04/32WCK
HEAD U4CMNE SCREW !/L&Vaj
AS PER NOTES A2 & 62 (-SHEET 1)
TRUSS READ BOLTS ARE
HE40 MACHINE SCREW LEN
AS PD? NOTES A.2 & W1 !(a
8.2
MZWl DADE' COUNTr
24 GAGE (34LVANLZED B&qTn4 AS -�WIOWjv
STEEL STOPM PANELS SCALE
71tolW
EASTERM MEIAL SUPPLY' IMC DAVE
CUT PANEL
2* x 4" x J25'
3105-HI4 OR 063-116 AUOY
Cohh Al� INGLE - —
CASE - A (Plan)
SC4LE- 114' � t'
POIRO CONCRETE'
OR
CONCRETESLOCK WALL
REQUIRED
CONCRETE ANCUORS
0 f2' 0. C.
T
2'x 3- x Ogj- j105 H-14 OR ------
6063-T6 ALLOY C�t At... AVV'E
ANWOPT a rz' o. c.
>1
CASE D (/AIM4
SGIV E. 1/4 1
POURED CONCRETE
OR
CONCRETE BLOCK HAU.
REW&M
tv cRo.oR@
m -)m(-
(5 7) OR (R
OR (0)
. - - t. 12.
4' 'r 4' x 022,
3105-Hf'F'& 6063-T6 ALLOr
W/ Cont Alum INGLE
CASE 8 (Plan)
POURED CONCRETE'
OR
R cwr_� ixocx
EQUIRED
CONCRETE ANafORS
a Iz, 0. C.
I =l-j
2" x 2' x .055: CTO ALTERF9TE LEO L=qWN
2'x 5'r.o5,5 �'t
Rum ANctE OR
-OeO* 3105-HIS4 SHEET'
METAL AlwL RLWr PiATF
rA (Zr �-
'Lill/
SC4LE. 114-
ElVD CLOSUPES DEMILS
muRev CwCRETr
Of?
CONCREW BLOW WILL
REOMED
OF.
SCAM 114"
M09MUld DESIGAr PRESSURE RATING (p.s.,f.) AAID
CORRESPONDING MAHMUM PAIVEL LE/VGTH SCHEDULE
UWUUM DESIGN
Max PANEZ LENM
APPUC4BLE To
PRESSURE R4VNG
L (IL)
UUMM S:EFA&4 NON SEC77ONS
(sEEsEcrj=).
-._..TOGL4SS'
+66.0, -76.0
7-6' OR LESS
I,Z3,4.5 L; a
+60-0. -70.0
>7�-6- TO 6�--6-
lIZ3,415
+66.0, -76.0
7'-G' OR LESS
i J14 - 6 & 7
L:�+6=0-0�70-0
>7'-Uo TO 6�-6'
i J14 - 6 & 7
APPROVED AS COMPLYING %mpMF
SOUTH FLORIDA BUILDING WOE
DATE �o 0
�ODUCTC NTROLbms[ON
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE Naly) -
24 G4GE r,4LVANfZED BERM4 AS SHOWN
STEEL S7-OR)V PANELS SC-ALr
it tASTERH METAL SUPPLY, JArC -DAIr
I
f, el
cj
J C�R
r, W
CV
w 6�-rj
12'
LEK VLV�
rvv� W M
Alsm'r 1, . w "UAW w cav�
MIA [2. MIA 12-
72-
12' r2. f2' rz,
f2'
NIA Tz. P(IA 12-
12'
12, 12- 12- f2l
12"
WA rz, NIA 12-
t2'
12* f2' 12- 12.
+60.0. _sf-5
'12-
WA t2' VA Tz.
12-
(2- 12" r2- 12"
12'
-
WA Iz, NIA 12"
12-
12 rz. F2. 12"
'12-
WA tz. IVIA -
f2
12,
WA tz. NIA f2*
12,
WA 12" NIA fz.
NIA
WA 4/A MIA I JVIA
"I
I
FM m stE�
to CaNtf= M To
12' WA 12, NIA
it,
12'
it"
t2-f(IA 12- AgrIlA
12' it 12. 12"
12- IVA 12" IVA
12' 12"
T2' KIA
N'l
.4
12' 12'
12" WA L2' I(IA
12-
12' 12w
12' 101 12' X/A
12' 12' NIA
12, N A 12' NIA
IVIA tVA WA MIA
DMCM END
LEK mA=
MET Vpc� pw w SLLE�r
7,
T2. WA
12' to., rz. 12'
12' WA 12' NIA
f2, to, 12' 12'
12' f(A 12- JVIA
12' to* 12-
+60.0,
-ofz
12" WA 12' YIA
12, to' f2' 12'
12' MIA tz.
12" 7' 12-
12' At/
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12" WA
I
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12-
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12"
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12'
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12"
12,
12-
I(IA
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12-
12.
12'
12'
I(IA
12'
NIA .
I(IA
72-
12'
12'
12.
12'
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12-
NIA
17,
-
tz,
12'
12'
12-
72.
NIA
12'
AVA
I .
WA
NIA
t2'
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f2'
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WA
rz.
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12-
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WA
12"
12-
12-
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12'
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12
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3 (710P)
12
12-
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12-
NIA
4 (7 . vp) 6%.-Ol OR LESS
12"
12'
4 (Borroo
fz.
WA
12-
12-
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12.
AVA
6 pup)
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6(80
12'
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7
12'
a
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am Mr 001� Lncm v
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12,
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or Tt� (a)
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12.
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12-
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12'
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12,
12'
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12,
12-
Tz.
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120
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12,
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6,-o' OR L=
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f2'
12,
12-
12.
f2'
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12-
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NIA
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12'
12.
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12-
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12'
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12.
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__J2'
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WA
4/A
1.2-
12'
MIA
12'
AVA
7 (j0p1l8onM)
12'
f2'
f2'
12'
f2'
8 (r"Dp
aVr-FLEX =4
CONCF= 1v
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to ro�,�LVT IV
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fAMNM
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to 16145��
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12'
111A
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12.
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12'
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12'
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,
12'
12"
lz
F2-
MIA
NIA
ff0p)
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12'
12'
12'
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12.
FIA
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12"
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12,
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12'
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12'
WA
12"
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120
12'
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12'
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10
72-
NIA
4 (top; V-0, w r-6
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12'
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12 .
12'
12-
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12'
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WA
MIA
12'
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t2' I
NIA f7t�--
-ARE V
**UalAfUM ANCHOR SPACtNGS AUD FOR J 11.2- EOCC DISTAV�
-'AN j I/
FOR E� D_ LESS T1 2' REDUCE ANCHOR SPACING BY
AfULTPTlVG SPACING SHOWN ON SCHEDULE By THE FOLLOWING
FAC70RS- (NOTE : Afin. E D. FOR CqX-IN ANCHORS IS 2
MOR u� OPM4770N '70 8E POSIBL& REDUCED SPACING OBTAINED
USING FACTOR ShALL NOTBE LESS TM MVIMUU Sp
ACING
1ND"'TED FOR EAcH ANCHOR TrPE AT ANCHORS LEGEND
FACTOR
ACML L D.
7AcXM/
R�_FLEX
CALK -IN �, RLb HO.-SLEEVE:
.86
1.00
2 112-
.71
50
1.00
AMCHORS
LEGEND
ANCHORS
AMCUOR
TYPE
E:
PTAPCONIAPAMEDUVA.4
MIN.
SPACING
[ t: 10--_= i" D[STAIICE
77"ZM/
CRETE Fzix sS4
C;4.LK"jjV
j2.5
J/ 8 0 RED:'HD.
DYAABOL7-
'SLEEVE.
'SEE NOIES ON SH= a & 9'OF 9
FOR -ANCHORS ME & SpACING FOR
INSTNM77ONS INTO WOOD FRAUE &DILDINGs
AppR0VEDASC0MpLyjtjGwMJTJjE
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AMI a4DE COUN7y
24 GWE GALVANIZED 6ERTH,4 A7 SHOW
STEEL STORM PANELS SC41C
7110100
2 EASrERM UETAL SUPPLY DATC
� 1, - . , INC
�m
At� LEW. &,,L�
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jr C�j
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12, WA WA 12- MIA Tz.
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12. �wg- AL4MM
12. WA 12- WA TV 12� M A�� I UYU Z'tl&D[aR FOR
12- WA 12- WA _rLYSTALLAYTOArS jfvl-u CON001F, AlYLJ Syy?ELCT[j7�-
12- 120 12. (rop) _ES
12" 12" T.2- t2- 21 2 parim
WA 12- I(IA 12' WA TV WA 12-
12' Tz. MA 12- IVA
12' 12' 12' 12' t2- 12' 10" - **Af4XfUUA? ANCHOR SPACINGS ARE vAUD
+560, -72.0 1;�! WA TV KIA 12- WA 12' NIA - 12- FOR 3 112' EDGE Dj.�7ANCE-.
"IS
L
MIA FOR E: A LESS TH4M 3 112. REDUCE ANCHOR SPACING Br
12- fz. 12. 12- 12' 12- 12' to'- Iz. 7t-G MUMP0ING SPACING SHOWN ON SCHEDULE By THE FOLLOWINa
'CrORS
12 WA rz. MIA 12, WA 72' MIA Tz. TZ, 4 por�w fA - (NO7-E Uln E A FOR CALKLIN-AAWORS.
12- 5- tz. NIA Tz. FOR Trps OPER477ON IS 2 112
IT" 12' to' T2. AVA �5 (Top) To BE P057BLE RLDUCED SPACING OBTAINED
t2' -7' 12' .5- 72- USING FACTOR ShALL NOT BE LESS P1
WA 127, MIA .12. 7' INDICAMD FOR EACH TH4N UtNIMM SPACING
WA 12- NIA 12- 41A Monw) ANCHOR TYPE AT ANCHORS LEGEND.
12' WA 12' NIA 12' NIA
12- 41A tz. NIA 12- AVA
if, WA 12, MVIA rz- WA 12. VA 12-
41A WA WA iz, f (1A
WA IT
1A tj1A WA FACTOR
�__ ! ACTUAL E. D. rAPCOMI
U4)=W AVCIV� �cwa FOR C a j W
LEX KCD-Lx . 01A kFE'? RIAI RED 141)._SLEEW
am
rw lb SEEEE :FMr-I= SS4 POMM� MMal .66
TV cmc� u,,w To E�
5oW CAU� MV" PA14M
e ij?- WA - UXW v (a) 2 112- .71
TZ WA iz. JWIA or Mul
71A N,�A 12- 41A 12,
9. 12- 12 WX r (top) 2-
A .50
12 12- Tz- TZ, to, IZ'
12. z
12 -/A 12 AIFA
Tz. MIA i2
t2- 12' 12-
WAt' Iz. �2' 12'
12'
NIA IV A ANCHORS LEGEND
MA
Iz.
12- 12-
+50.0. -761
.1 1 - ANCHORS MCHOR
2 WA WA 12' AVA UIM
12, 12' fVA 12' WA
12- 12- 12- F2. 7;� 71-6- To V.5 TWE - SPACING
12. 41A 12 12. To- 12- 4 Iom=)
t2' MIA 12- I(IA rzm llit-LIJIVIPAMELAIATES1
"I rz� MIA NIA 12- IVA 5 (119P) J.O"
12. WA 12' 12' 12- it' f2- 12. .6- 12- 71 CRETE FLD( SS4.
12" NIA 12" (sor�ou)
12, WA t2. IVA T2- I(IA 6 0a..) CALK -IN 2.5"
12- 4
IV!% IV . ......
IVA 4./A --6
MIA 12- WA i2' WA 12' -.1 JM0 RED HD,.
XIA VA it'
WA WA MIA fl. NWIA 7 sLEE-Vr'-
12' 12, 6. DYNABOLT
t2- 12'
a (top/,gomv
uw" LEK Wwc MR c it
lco wa� *SEE- NOTES ON SHEETS a & 9 OF 9
ri pog� FOR AmcHDRS TME & spACING FOR
rD cwaxx U4LE flAuVollur Put; INSTALLA77ONS INTO WOOD FRWE- BUILDINCS.
12, JVA To CONCRETE M � I, TO "L�w Alfr CM,��Qa, UMTT t. rX)
12, MIA ' 12' ' 'RIA f2- � law
12- 12, 12, T2- ( crop) APPRDVEDA�C0MpLaI4GVATFME
12* To' T2' 9.
12' XIA 12' it,
TV N/A 12' t(IA 12- 12' 8OUTH FLORIDA BUILDING C;ODE
12, a. - - IVA 12' D
72- 1 ' 2- r2- 12. 12- To- 12' to' 12. 2 (ToP) BY -7 ?-
WA 12- ((1A It' 2 (Bonmo-
IVA NIA F2- PRODUCTC
12- a. PIA 12, MIA () III ON
W W jr (Top) 0
t2' Tz. f2- 10'
12- t2' 12- it, i BLIILDI�"ODECOMPLJANCEOFFIGE
I(IA t2' NIA 12' '�IA 12' NIA FIA F2- IK/A AGCEpTANC NC)
12' S. T2- 0
TV 12. 12- 12- T2' 10, 4 (top) 7�6' to gt�61
12' WA 12- NIA m-
� 4. PIA 12- KIA 12.
12- AVA 5 (To,) MMMI DADE- couNrr.
12, TV
12. RIA 12, 4- T2- 5 GAGE GALVANECD BERTHA
12- AVA f2
if, WA NIA t2 T2: PMVA r2' IVIA 6 STER- STOW PANELS
f2' JXIA 12* IVA
5 7119100
- ME& FAS17ERM A(LTAL SUPPLY fAtc
(BOTTOM)
12 RIA 1 12 AVA IT PIA
IV SLMw swww
caymr To "qsm� To c000rm w ca%xl� to TO caloww To f
T2' mum AKM" PAYM
. tVA 12- KIA WA 72. MIA or Thm '09 Laxw v (a)
T2- To' 12. RR -ES -SURE RATJWC-"W -s-L) AA7D
12- f2, f2- Ag
z=pq
f2 WA 12 LN-STALIAllUIV,�; LJY7'0 Q M ��CHOR St--.,q('Ify(' LC-REDULV FOR
10' 2 12- 12- trfS-pp. 4� eitcuuTMES
.2
72- f2- iz, 1z"
:2- WA I I(IA 12- .12' 12 2 (BOTTW
2 . to- 12-
+66-0. -76.0 r2' WA 72- 12� 12 1 ciop) *:tM-4XlUUA(
12- f2- KIA (2' AIFA - [.".j FOR L D. ANCHOR SPACINGS ARE VALID FOR J 112- EDGE D)STANCE
to' 12- t2' ll� LESS ThAN J 112� REDUCE ANCHOR SPACING BY
12' W zz- T2. 12. 12' r--a' OR LM UUL77PLWNG SPACING SHOWN ON SCHEDULE BY THE F-OLLOWING.
12- NIA f2' NIA 4 reanw) FACTORS- N07E MR. E: D FOR CALK IN AA(CHORS
12. 12' 12. - - /.
7' rz, - -1 -�llulv �u M P057BLE; REDUCED SPACIPAG 0 " NED
12- 12- 12 MIA (wp) USING FACTOR SH4LL NOT BE LESS JHW UINIUUM SPACING
BTN
12" IJIA 1z, rVA 12- 4/A .5 f2- 12. to' 5. (80TW lNO1r470 FOR EACH ANCHOR TrPE AT ANCHORS LEGE7VO.
12 WA NIA 12- WA NIA 12"' 11. WA or (top)
rz- MIA 12-
WA KIA lz WA KIA 12. MIA (2-
WA rVA WA IJIA XIA -- FACTOR
94� AMN= S�M FM ACTUAL E 0. TAPCON1
Mum MK SS4 RED HD. SLEEW
D�w LWWD am marAy -PANELMATES
r 6�fj Mx-rux S34 UVZ FANMAM ff APFLAZME To j. .86
w "Awsc�wr TV -W C -'MMat; "' NVZM PANa - .75 1.00
12, fV Two CMVQME To ANrColGXQ= u��., 2 112- .71,
.12- JVIA 12, IJIA .50 T.00
.12- 2 .50
to'
0.88
KIA 12, IVA MIA 2
12 12- F2- 12' f2- to" 12-
TV- to' 2 (91:17W
I(IA MIA - 12' rz.
12. WA AVA tz- FVA 12. ANCHORS LEGEND
2- 12- 44A s (r6p)
f2" 12- 12- f2
ANCHOR
ponw
2 4/� MIA 2.
ANCHORS
12. MIN.
7.' tz. rVA T2-
12" F2. NIA 71PE
f2' 4 pop) SPACING E. 0
TO 6,-6 rj.A�,t ��AIVCE
12- 41A to' ir a - % at
f2 ArIA 10
- 2 WA f2- FVA f2- I �V'GVNIPANELW TESI
F2- KIA 12' ' ;.,� - .
12. CRETE F7 EX SS4
4- 12' 5
IVA 2- IVA
12" 111A PKA CALK -IN -2.5'
Ay
1A it,
fVA t(IA IJIA it' IVA 12- 1�0. H59.
DYWOLT §L�E� -4.5
'S�F N07ES ON SHEETS a 9 OF- 9
FOR ANCHORS ME & ScACING FOR
#vSTALLA71ONS INT2 J1100D FAAME BUILDIIVG�
APPROrLD AS COMPLYING WMTHE
S5914FLORIDA BUILDING COD5
DATE 6 Q -7
By
--PRODUGT ROLDPASION-
BUILDINGOODECOMPLIANCEOFFICE
rACCEPTANCENO0DjQ5jq--lb
AILWI WE COUNTY
UAUL 6ALVANIZED BEPT9X
7 STEEL STORY PAIVEL S'
IL �EC 0 � �kc EASrERK
METAL SUPPLY, glQ
2364 A, SCV,�
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rmw A
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PANEL
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Aft, CONCRETE AWHORS (StT SCf:E0UL0
STOR)d PANEL TYPICAL ELEYATION
9 T. a
714' �x C� 1/4- �r. CAP
SECTION A -A
01
MCIT2 470'
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BUILD OUT
9250'
FULL R.
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HALF PANEL
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REVERSED "F" ANGLE TRACK
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114- 0 S. S. STIAD
ATMO 70 AVGLE
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N
SEE
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OF 711E sou� A0010A mmc Caor.
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aASC W" -VoEw.
STORM PAAa� ADEO�CY rCR �ACT � FAnCUE RalSlAhC �S &a, W "LT
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a ALL �w allxtwfis 9� of �-7`6 AuOY UKEYS orrn�c mrvI.
4- M-L SCRElls to BE 57�=.Slin 304 0? J16 smrs
B�XTN �)VRE 202'-T' ALWVAW �LOX GkVj4ZrD OR SrNhlESS STEEL Wirt id k.1 A",W
& AWhORS TO ?VAU ZWU BC AS I`VUOA�. (W&M OrrCRMSC Wr[p)
(IV TO DZ71I� POLRED CONCRETE-
0 WOON N�IORS AS MV&FXXV?ED By Lr.W. R4MT OR EIC, ,OWOVM
AVD`On (BalhR STW�). AS A~�,, ,, M�� CO�My
11r 0 �t Z� � A&090n AS �ACFlWro B, It, ,K PLEC C��.
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'A An7l"aw I�wuLslmCOAEs� �Am&p r~- 'PA43�W AS
,Cmar.
4 cusm"EVt -v Pa.AtcD caticnar br wctx, Amo,�u I, I j14,; m, RAn z�
IS 1 3/5'- & fCR L'Co AWV�TEY IS f 719-, A�to FW Cr TM -OW MaXn , r 114-.
42) 71C mvL C�-N Alu4Qq5 zv�L BC rUngar c�� ,,, p�r pomcp cacwTr.
hO DAX7OA4:NT tM S7LCCO SIAU BC pf,,,TIM
[14' P-20 -'C?rn USED &44LL BE I llr LOW A�W &y.XW SMOO DoST
Ar"Aw foR Wmas MIN NO STLCW. AND 1,
AJ) N CAW rmr AWCAyT slo,, pgmST c,,,ca7r p
DaSMW NALL OR nD[klk AAADORS SnV� AWU OR FAVINS BC fo,,I oy Mf
fic LONC 0� to jr� INC �
SnwnRc BOOM SUCH Pmaas AW�� VNE BC AS JhUtC47W ON AOMS A 1) a A_Z).
A80vt
(a) TO StIS7M C&Onr ROCK WALL
125- 0 C`PCW A'A>IORS AS UA�ACIIA'ttV BY LrW. RAAaCr OR 41M ",,W
1.25-
',Cr pp� A� (50""A mq"A�ro r tw.��CORauyxw.
0 RA4L LWAC hAXH'XV--M AS MW.117--ftn, gy Thr RA*L 5
Pun CNOW.
--T 7/2" RME CqX-y' A%MVS OR ELOO fw�, 'PA-4EUJATr AS
RAIit aw M No aco Av=zrx Pirspfrimir. UWXACTU-"
-?CO' MIES..
flefMANT' Or Th-CON AHD� XAJK Lv� )�m aca AVT�W��Vc cr- Tm-
&qpl NFO DC CONCRETE IXOCK ENT &44LL BE I vr.
5.2) 71a- RAt CALK-N MO�S �,, of EyTftr EVSM,,,
w cuameff tvto sitzw siAu BE poamm Nm 7w ccp(aagr BLOCK UW.
S-wl Be I Vr Lc� �AAIW
M� w7H m STLcCo Sim r6sr. �D 1,
aT) w CASE IrAT PRECAST -�� OR PRECAST Cor-RETE
PAwis or Fo,"ZwTw rosTm
WACL, AICICKS S� BC Lo"o Dyo� M ACACI�'C � I -
Q J- ANGLE BUILD OUT BRACKET AQAaS AM;I�'WVU
(C) BE AS MrAnD Qy, k S.V AOME�'.-
r RdSTAU� f� 7rt:
OF THE MCNOrS UVfXXMj?Gt -I""- I -
IV T-
Ll=rl ow b
p- "87s,
DETAIL 1: STUO W/ V�Tqr MUT
R 125-� i 2
TRACK ANGLE
7. PASUS WY ASO'BC A'ZTAU.0'
I W� or rs�w 2 & i ot- 8) i-ouo�,WsrAuAn,,
7mr DEF�
-vi,, r
IT mixa BE 7W xcwo�� Or I " I
PC CDvVV.C7M 7oj'
�ZR JT 70 BE AMOiCo to �r p-�,,,
ATTAO,ED To COrRaE BXOCK OR p= n?AW BULDWC ONLn Be
'S.; 'd
SWTTER M4W-)rACTVRVrS LAon 54yk Fr PLACED AT BOTTOM OF
Wa S� RCAD AS fVUOgSl
EASTERN LICIAL Stf*EY.
LAPX FLORIDA
DACC PROC(CT COVYIROL APP�
PRODUCTDv
RENEWED
ACCF?rANCFN,C)O- 0 C)
TION DATE 0 7 -L003 Apppo�'[D'A� COMPLY11M VI-111 Tilf
C
-11--125-By LF SMITH FLORIDAUKOJIG W11F
OL DMSIoN
ob ,qg
BUaD UAN
XWO CODECCORP CE OM- CE
CT Co..
PROW; "I 't 0
Ou'l! WNG CODE COMPI Ul F C
L L ACCEPIANCE NO.9-9 -0.1-
1 S. T
2' x 5" (Max.) x .125" ANGLE
�: 4/6' - "
E C 0 imc.
0-050" BERTHA STORM PANEL
EASTERN METAL SUPPLY, INC
A- SO(,m -
DADE COUNTY
98 - 172
DRAMHO H�
CONCRrFE.ANCHORS
L�RETF AH�ORS
(SEE SCHEDULC)
Iscr SCHCCULE)
POURED
CONCRETE
POURED
CONCRETE
REOUNZED
Q
C.f,
- (SEE_ SCHEDULE)
FOR belmilluu
SEPARA770N -S' TO
GLASS OF WINDOW
OR S G. D d
�BLOIX
�REOLH
Co HORS
(SrET
SGjr4LC
SEC77ON 0 WCHOR
--(j9 C�L MICRETC ANCHCY? , S
(.scr SCIfCDULE)
POURED
CONCRETE
REOULRED --\
Li
I
(SEE Wncoua)—
FOR /Jimmum
-S,
SEPARAWN TO
GLASS Of' SONDOW
OR S. G. A
+
— (SEE 5
Fl,oR Lon. rn)may TO
>
'0
SMTS ;/
GLASS 01 *INDOW OR S_ G. 0.
7�
JIJ7, Wflc NUT 0
-20
.3132- wm HUT a
IZ, 0. C.
CS
POURED —/ Q
CONCRETF
POURM
OR CONCRETE
LE,==
CONCRETE
BLOCK WALL
/
ORorR
14
RIFOURED
11
1
.0
IREOURED
Cont
5 cont
-7
CONCRETE ANCHORS
(SEE SCHEDULE)
Cont.
CONCRETE ANCHOU
(SEE SCNgXLEI
WALL MOUNTING INSTALLATION
SECTION 2
BUILD
OUT INSTALLATION
SCALE : -314- = I'
�4 ' o-20 x
4- W/
WWG
IZ, 0. C..
z
POURED
CONCRETE
OR CONCRETE
-BLOCK WALL
REOUIRED
SECTION 0 STUD.
WALL UOUNTING_ INSTALLATION
SEC TION I
b9ff ; DEWL OF SEC77ON 0 STUD YAUO ALSO FOR
WALL )104H`MNG INSTALLATION — SECTOR 2 OOP)
T
SECTION i SCALE : 3IB-
L D. - EWE DISTANCE
(SEE SCHEDULE ON
SHEETS 5 6 OF 8)
MOTE FOR COMBINATION OF SECT70MS
WAtJ,1FLOOWCDL1NG WOUH77NG SECTIONS CAN BE
cojwB,mEv IN ANY wAy To surr Amy #vsTALLA77om
Ql/
CoaL
W
13
CONCW17E UX'HORS
(SEC SCHEDULE)
POURED
cvhcRf7r F
REWRED --\ ;
94
CS
POURED --/ Q
CONCRETE
OR CONCIZETE
BLOCK WILL
REOunro I
COl%0?E7E
(SEE Sag
'FOR AOL SEPN?Ai7oH l4r To
GLASS OF WWWW OR S. G.
z0-20 x 314-
Ts W' 7 Z x
JIJ2_ W1 /
7HG NUT a
iy' o. c. —
X",
. Ln,
�5,
0. C,
1A
BUILD OUT INSTALLATION
SECTION 4 SCALE: J/5,
APPROVED AS COMPLYING WiTIl THE
SCUM FL�R],LA BUILDING CODE
PRODUCT RENFWED DATE(,)C�
- o 6o 7-12 By
ACCEMNCEN� 00
EXPDZA'r7ON DATE 0 0
00
BUILDING CODE COMPL,ANCL OrIt
By
ACCEPTAN'cr
RODV75CO��OILDWVISIJOON 7
BLUDING CODF COMMANCE OFFICE--
IILIECO,mq.
-IT TE:TTO.-C a DjavqT� CDfi-
A TALUT J, P. E
FLORIDA L;-- If 44167
0.050" BERTHA STORY PAMEL
EASTERN METAL SUPPLY, INC
lL
DADE' COUNTY
L 9"?'
CALE
7 /98
5 6
98 - 172
DRAWHO W
SHEET 2 Or 8
I
t—/ � '��@ \-
2' , 4- , .125-
J105-H14 OR 606J-T6 ALLOY
ConL Af�m. ANCLE —
CASE A (Plan
SCALE. 114- = I -
6 2' x -r x -09J' JI 05 H- 14 OR -
06J-76 ALLOY C,,t Aj�m ANGLE
WTH AACHORS 0 1,� 0. i5.
>, 114'
POURED CONCRETE
OR
J CONCRE7r BLOCK WALL ARIES S�
?EV"RED Uo�.
POURE0 COH07GE
OR
CONCRETr BLOCK WALL
REOURED
COHCREIr ANCHORS
0. c.
WyT <
< 135'
OR OR
OR OR OR
Z' max
OR
Bar 4' x 4' x .072-
0 2-f- 0. C J105-H14 OR 6063-T6 ALLoy
W/-Aclovur r�nt W.. AACLE
CA SE D (Plon)
SCALE. 114' = I-
CASE R fPlon)
SCALE. 114' = I'
POURID CONC117Z-�,�
OR
Ca%CRETE aOC
REOLGRE0
2.500'
MCWTE ANCHORS
0 Ir 0
. C F
2' r 2' . .0557 7*0
r x 5- , .055- cont.
Alum. AWLE OR
-OBT JIX-Hi54 &,a-T
AiETAL Akm BEVr PLATE
ALTERMTE LEC LOCA77ON
CASE C (Plan)
SCALE. 114- = r
END CLOSURES DETAILc
M02MUM.DESIGAT PRESSURE
RATING "W" (p.s.f
CORRESPONDPVC MAXIMUM PANEL LENGT.'H' "L" a
MAX&VII DE-VIZV Aio,. PANEL LaCIH
PRESSURE RA77MG t (IL)
w (P-Q (SEE SE-cnays)
APPLC46LE
WkA" SUIAR4710M SECnONS / &
TO CLASS ANY comemnON
OF THEY
+65.0. -77.0 8�G^ OR IF�.
2 714' 1 rHRU 8
+65.0, -77.0 >8,-G- TO 91-0-
3 11116-- 1 THRU a
POURED C014CRETE
OR
+62.0,- -7J-3 >9*-O' 1-0 101-Cr
J 716-2, 6. 7 &
CONCRETE BLOCK WALL
REQUIRED
PRODUCT RENEV�TD
APPROVED AS COMPLYMIG Willi THE
AOCEPTANCE N� --04-
DAT
EXPIRATION DATE2AZ02J-LOO-?
By
BY - - Z&-/ill �
PRO
'I
R6 Col, ROLDIVISION
BUILI)ING CODE COMPLIANCE OFFICE
WiLWINr MOE flFrICE
AC.(`rvT,',NcLr,'o.qe�-Q
1 IL EC-omc.
5
U�� COVPAHr
WA4MR A 77LLff jr. p. Z
FLOR4DA I;- i �JA7
0-050" BERTHA 5TORY PANEL
EASTERN METAL SUPPLY, INc
j6w 2�. A—. S�m
L�x �. fL J�t-�47
ULE
DADE COUNTY
MIT
98 — 172
ORA 11I.M0 N�
'YAA7)dUJf DESIGN pRESSURE RATIJVG "Ir' (P-s.l.),, AND CORRESpoNDhVG MAXIMUM ANCHOR
SPACLVG SCHEDULE FOR liVSTALLATIONS INTO CONCRETE AND C.B.S_ STRUCTURES '�
Z 0. = EDGE DfSTAmCE-
)VAX;,WUU
DESIGN LOAD
w (p.s.f.)
WXYMUM ANCHORS SPACING FOR E. 0. 112- ,
APPUCARLr TO
SECTIONS If &
ANY COA4817,147`20H
OF THDJ
UVIVIIAl' PWEL
LDCTH -L- (/J.)
TAPCONS
CO?lniM TO VASOHRr
RAWL Z44UZAC NvU,
TO CONCRETE TO MASONRY
PAK CALK-MV
770--C—o
Nap
.61E To "ASOVRY
rF TAP -GRIP
-TO CONCREM TO MASONRY
PANEL�TFS
TO CONCROE-1 TO UASONRY
NIA
4'
NIA
MIA
5.
NIA
i
NIA
I (TOP)
12'
10-
12
12"
12'
8"
11,
11'
1 (BOTTOAi)
12-
12-
MIA
12'
NIA
10-
12-
12'
NIA
12,
12-
12-
NIA
6'
11-
17-
�11A
17'
2 (TOP)
2 (BOTTOM)
12-
NIA
12'
NIA
12'
V/A
12'
NIA
it,
NIA
3 (TOP)
12-
a,
iz,
10-
12'
12,
12-
r
it-
11,
i (BOTTOM)
+55.0, -65.0
12'
141A
12-
NIA
12'
MIA
12-
NIA
11-
NIA
4 (TOP)
9'-0- OR LESS
12'
8'
12'
10'
12'
12*
12-
6'
11-
11-
4 (BOTTOM)
12-
MIA
12,
NIA
12"
MIA
12-
NIA
11-
NIA
5 (TOP)
12'
a-
72'
10-
12-
12'
12-
6'
11-
11-
5 (BOTTOM)
MIA
7 112'
NIA
12'
NIA
8 112-
NIA
6-
NIA
6 (TOPISOTTO)V)
.10-
NIA
MIA
NIA
6 112-
MIA
NIA
NIA
10 112
12'
MIA
17,
7-
12-
NIA
6-
'N/A
6'
7 (TOPIBOTTOM)
8 (110,01BOTTOIV)
6'
-
MIA
s"
NIA
6-
NIA
6-
NIA
6-
NIA
2 (TOP)
6-
6-
5-
6r'
6-
6-
6-
6-
61
6-
2 (B07TON)
+55.0, -65.0
6'
NIA
6'
JVIA
6-
N/A
MIA
5 I/Z-
NIA
6 (TOPIBOTTO)d)
9�0- To lo--O*
MIA
5 112-
MIA
M/A
NIA
4 1/2-
1
7 'OPIBOTTO'
NIA
IVIA
6-
6'
6'
6"
6'
SEE SHEET 7 & B OF 8 FOR WcHORS DpE & SpACING FOR
INSTALLATIONS INTO WOOD F7?AUE BUILDINGS
A4Axfuum ANCHOR SPACINGS ARE vALID MR J Vz- EDGE oiszmm
FOR E. 0. LESS ni4N J 1/_�. REDUCE ANCHOR SpACNG By
kUL77PLWNG SPACINGS SHOWN ON SCHEDULE UY THE FOLLOY17NG
FAcTORs- Atin. F- D. FOR RAWL cALK-w ANCHORS & aco
PANELMATE IS 2 112-).
ACTUAI C. D.
FACTOR
APC09/ZWW MUH.1
T Polawirs-
RAft 04K_W
.66
�75
loo
1.00
2 112-
.71
.50
R n
-80
PRODUCT RENENVED
AOCEPTANCE N� 0 () - 06 oZ . g-q-
EXPIRATION DATEOS 07/1-o03'
/0
B�y
PRODCeT CONTPOLDIVIsbN
BUILDING CODE COMPLIANCE OFFICE
ILIECO,mc
W� rF)? A 77fl P r
"Pr'OVEI) AS COMPLYING IVIDI TIIE
IOUTI, U,LDING conF.
� 6z— 'q
Br- qa
Por'Duju .
COA'I'L':AKCE OFF
0-050" BERTHA STORY PANEL
EASTERN VETAL SUPPLY, INC
� �Iw
DADE COUNTY
F-,Z;S—rr _w
717196
DATE
98 - 172
D"mNo N�,
MAA7MUM DESIGN PRESSURE RATING "W" (p.s.f) AND CORRESPONDING MAA7mum ANCHOR
SPACLtVG SCHEDULE FOR rNSTALLATJOJVS IIY70 CONCRETE AND CB.S STRUCTURES
F- 0. = EDGE DISIANCE
IjAxfuum
DESIGN La4D
W
U4XWUV ANCHORS -
.-ACING FOR C. 0.
APPLICABLE TO
ScCr?ONs If &
Affy Cou8mPoN
OF VIEW
MAXIAIUM PWa
LENGTH -L- (te-)
TAPCONS
TO CONCRETE -FO MASONRY
RAWL Z�C RvUq
TO CONCRETE' To JJASONRy
R-AP4 CALK-W
75 7CONOZETE TO AkkSONRY
CF ZAP-CRYP
TO CONCRETE TO MASOWY
PANV-U4TE'S
TO CONCRETE TO VA-SONRY
6-
12",
7,'
NIA
7-
IT'
HIA
12'
MIA
10'
J 112-
12-
NIA
6 112-
2 IIZ-
9 112-
Y/A
9 112-
1 (TOP)
1 (BOTTOAI)
12-
MIA
17-
NIA
12-
MIA
12-
NIA
9 112-
MIA
2 (TOP)
12-
7-
77,
6'
12'
10'
12-
6 112-
9 112-
.9 112-
2 (BOTTOM)
12-
VIA
IT-
NIA
12'
NIA
12-
HIA
9 112�
MIA
9 112-
3 (TOP)
12-
7-
IT-
8'
12'
10'
12-
6 112-
-9 1/2'
1 (BOTTOAJ)
+65.0, -77.0
12'
MIA
IT-
NIA
12'
MIA
12'
HIA
9 1/2,
MIA
4 (TOP)
9'-0' OR LESS
12-
-
7'
IT'
81
12'
10'
12'
5 112-
9 1/2'
.9 112,
4 (BOTTOM)
12-
MIA
11-
MIA
12"
MIA
12-
NIA
9 11r
IVIA
5 (TOP)
72'
5 112-
9 112-
6 112.
12"
6-
10'
-5,
7
7 112-
5 (BOTTOM)
9 112.
NIA
6 112-
NIA
10'
N/A
7-
NIA
5-
--
NIA
6 (TOPIBOTTOM)
8 112-
---
MIA
NIA
MIA
5 112-
NIA
MIA
NIA
a 112-
12'
MIA
6"
6-
12-
NIA
6"
4 1/2'
6-
MIA
6'
7 (TOPIBOTTOW)
8 (TOP1807-TOU)
6'
MIA
6'
HIA
6'
NIA
6-
NIA
6'
MIA
2 (TOP)
6'
6-
6-
6-
5-
6'
6'
2 (BOrTON)
�-62.0, -73.J
JVIA
6'
NIA
6-
"/A
6'
NIA
5"
IVIA
6 (TOPIBOTTOM)
9�0- To jO,-o-
MIA
5-
HIA
6-
NIA
5 112-
141A
4
IVIA
7 (TOPIBOTTOM)
NIA
MIA
NIA
NIA
6
6"
6'
5-
6
6'
8 (TOPIBOTTOM)
SEE SHEET 7 & a OF a FOR ANCHORS Trpf- & SpACING FOR
INSTALLATIONS INTO'WVOD FRAME BUILO#,IGS.
MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2- EDGE 057ANCE.
FOR E. D. LESS THAN J 1/2- REDUCE ANCHOR SPACING By
MU07PLWNG SPACINGS SHOW ON SCHEDULE BY THE FO[LOMNG
FACTORS. (Alin. E D. FOR PAWL CALK -IN ANCHORS & ELCO
PANELMATE IS 2 112-).
ACTUAL E. D.
FACTOR
TAPCCN1ZV4W MUNI
PMEZRATES
'�Z#L CkK-4N
Cr _rAl-OWl-
.75
1.00
2 112-
.71
.50
.50
PRODUCT RENEWED
APPIROVED As COMPLYING WRIT TIIE
SOUTI] FL VDA BUILDING CODE
ACCFITANCE XV 00 — 0 6 o 6 t
DA 0 6 8 qq.
TI-1 c 0 e-�- 0 9
E)CPMATION DATE 0 0
aZ-717,ori-?
Pitoo6cr CORI IW O:v so,
��MOL�DMTVJSIOONI
111I.DiNG Coot COhIPI.,'%NCf- 0;fIrl
(
��E
No.,Z
ACCEPTANCE �zb-ll
BULT-DING COMPLWICE 0F'FXE
--1
DADE COUNTY
0.050" BERTHA
STORY PANEL AS SHOW
SC4LC
717196
EASTERN METAL
SUPFL Y, lHc OA TE
Eh-W&CERVIG Covp—Aw LA'X �- Il �1-�47 _qB 71
DRAWWO N�
11:F GUHTRE'A (FAIMMO
P. MAN
I oAh
Jon 15 03 ov:18.8 EMSL41
14
5
1.
W.4=,b,vw MOM
Num
2w C'M klC
IWIM
MM P;:rWAM
;L =
VW
AAm towim
PLAN VIEW TYPICAL
MUZ itra
FLM EA
INORIMM. p
P. UU [IUD I
F. I
�A
k
p4n.ml EGREW PANCL PRPA" r -- - --F �j
� 24 CAGE GALV STErL STORhf, pANEL 02-08080 / JK
N
Produ*ct Rev"iew. Affidavit'
St Lucie.County, Public Works Depaxtrnent
aopn)�' Code Cornplia_nceDivisio3�,
Che -following products will be installed in the�structure located at MaL-�-,C—A44 nre--�
3uilding PeiTcdt #
DWn8rs Narn�e Reserve Homes LTD Owne�r's Address ' 97nn'Regerve Blvd
,ontractor Kot.tek Signature -Homes Con&abtor's Address 2160 NW Reserve PK, Trace
,n Manufacture Model.Number Method of Attachment
I= res I
Windows Sc
Ist Choice
S_ —4,S;-
I Norandpx
437/438
TAP CON unit thru buck to
2nd Cholrf(11.11�,)
77, 1 --1
�4 (-3
LA�W -S
Pr - -1
Imasonry 1�1 embedment min.
�IAdu kZIUSZ5 .
A�c 1),e
Is( Choice
L37/438
2nd -Choice pf
_-5- 0
N'orande'x
L-P F_ a:,
M
N unit thru buc� to
51,6,L4Y,
r� Lt. L-
Imasoury 'IJ embadmarxt min.
�- asa �OLIXUI)
Butt Glass Arch 4, Y4 5 'Tm—Tv '--FXV�otl A"awq
Aluminu', Al r-Fzbt,\
Glass Block III,,tti3burgh-
Argus
3 )Ilding Glass Doors Plan Detail —
Ist Choi I cc
TAP naH thrl, - �11
2nd choice
L_NN�L
1,066
unif- yk� t*n
ma6soury 1j embedment min.
4ing Ty.pe Doors
Ist Choice
2
1+4.3 —4-
�(2)#10
FrPm, Door-"
Entergy
7" Pa. Pnd+24" oc
2nd Choice. pto,-wi
�7
Gen,--Vroduct�
Benchmark
1(2)#10 7" ea. end+24" or'
)Yerhead Garage Doors
Ist Chbice
Wa , T) 1
2nd Choice,
vTl F! t on -I
FoA mr nr P 5/8 LaR Screwe at
each Bracket
.00fing Material
Asphalt/Fiberglass
Metal
Other
lutters.
Choice
f2"
nave re.viewed tne ar)oye componenEs ana ciaacling, anci nave
rovide adequate resistance to the wind loads and forces sp'ecif
la.rne: _fl!' a=u -To �- T-� Sigriat ure
)csign Fir-MG4- A5�oc(!�r%, 4�iL-_CemNo. H
1�
T
0 V t-co 0
1139A. Piz
BY
St. Lucie Comy
PRODUCT MLI—ROL NOTICE OF ACCEPTANCE
Eastern Metal -Supply, inc.-
3 60 0 23 rd Ave., S o uth
Lake Worth,FL 33461
MlAlya-DALDE CouNTy-, FLOPIDA
NMTRO-DADE FLAGLER BUILDING
BUILDING CODE COhfpLjANCE O_VFICE
NETRO-DADE FLAGLFR BUILDING
140 VIEST FLAGLER STREET, SUITE 1603
MLAW FLORIDA 33130-1563
(305)375-2901 PAX (305)375-2908
CONTRACrOR LJCEN�ING SECTIoN
(305)375-2S27 FAX(305)375-2558
CONTRACrDR FNFORCEAMNT DrvISION
bOS) 375-2966 FAX (30S) 3 75-2909
PRODUCr CoNMOLDIvISION
YouraPPlic9tiOu for Notice of Acceptance (NOA) of.. (305) 375-2902 FAX (301) 372-6339
0.030" Galvanized Steel SiOrm Panels S6tter
uader'Chapter 8 of the Code:of Miami-Dadc
CO'MtY gover rrag the use of Alternate Materials and Tv
, pes of
Construction, and completely describedherein, has been recommended for acceptance by the Miami -Dade
County Building Code Compliance Office (BCCO) under the conditions spepiqed herein.
This NOA shall not be valid'after the expiration date stated below. BCCO rt erves the right to Securd this
Product or mateiW at any time from a jobsite or mj��facturer,s pl - - - s
ant for quality control testing. If this
product or material fails to �erform in -the approved manner, BCCO may revoke, modify; or Suspend the
USe,&f -SUch-product or mat4rial immediately.-- BGCQ rcs6rvb��- theright-,to* rlwoj-,� this approval, if'it is
determined byBCCO that L's product or materialfails, to: meet -th6 requirement of the
Buildirig Code. South Florida
The 6R�ehs6 of such testing-1. Mf'�oc incurred by the m.�hufacturer.
ACCEPTANCE NO.: 00-0919.10
EXPIRES: 06/07/2004 Raul Rodriguez
Chief Product Control Division
TEaS IS THE COVERSHEET, SEE ADDITIONAL PAGES FOR SPECIFIC AND GENERAL
CONDMONS
BUILDING CODE & PRODUCT REVIEW CoNalITTEE
This application for Product Approval has been reviewed by the. BCCO and approved by the Building
Code and Produ�t Review committee to be used in Miami -Dade County, Florida under the conditions set
forth above.
APPROV'ED: 06/07/2001
Francisco J. QuintaDa, R.A.
Director
Miami -Dade County
Building Code Compliance Office
V\S(J�SOOO I%DC2000kempht�,Xnodce accepm �c� �Yel p,g,.d,,
Intcrn atm. ail address � postmaster(a)buildiaZeDd eonlin �.�nm (ft ------
I
F 1
ERstern Metal Supplv,jnc.
ACCEPTANCE No. 00-0919.10
APPROVED 07/2001
_____9�61
E'XPIRES D6/07/2004
1. SCOPE
This approves 0.030" Galvanized Steel Storm Panels Shutter, as described in Section 2 of th
Notice of Acceptarice, designed to comply with
Miami -Dade County, for'the locations w1je the South Florida Building qode, 1994 Edition fc.
re the pressure requirements, as determined by SFB-�
Chapter 23, do notexceed the Design Pressure Rating values indicated in the approved drawings,
2. PRODUCT DESCRIPTION
This *0.030" Galv?_nized Steel Storm Panels shutter aaditS GOmpoacnts shall be conitructed in stric�
i_
compliance with the follov�rmg documents: Drawing No. 00-252, titled "24 Gagc,'�
Steel Stbrm PqLcls", prepared �y Tiltmo, Lac. 'Galvanized Berth"
dated JWY-1 0, 2000, last revision�#1 dated . April 3,
2001, sheets I -through 9 of 9, signed and sealed by Walter A. Tillit Jr., P.E.,.bearing '
.�__Dade-QQU��_Produr ' t.CQntrol_approv.al stamp,with...t.he. NO-tice the Niiami_
of Acceptaue
date.-�_YA�eMian3i-Dadc County -Product Control Division. e_-n_umber-ajad.6Prov-a,'
referred to as the approved drawings. Thes.e..docuracnts� shall..40re-inafter bf�
3. LEVETATIONS
All permanent set components, included but not Bmited-to embedded anchor b . olts, threaded cones,
metal shields, hcad�rs and sills, must be protected against corrosion, coutamiimtion and damage: at'
C times.
4. INSTALLATION
This 0.030" Galvartized Steel Storm 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 manufacturees name or logo
following statement:; "I�fiami , city, state and the
-Dade County Product Control Approved".
6. BUILDING PEP I= REQUIREMENTS
6.1 Application for -building permit shall be accompanied by copies of the following:'
6.1.1 Tids Nitice of Acceptance.
6.1.2 Duplicate. copies of the approved drawings, as identified in Section 2 of this Notice of
Acceptance, clearly' marked to show the -,components selected for the. proposed
installation.
6.1.3 Any other docurnants required by.
g theBuildiDg Offiacial or the South Florida Building
Code (SFBC) in orde*r' to*,*
properly evaluate the installation of this system.
.9 2L6- x, - 4�, 114� . I
Halmy A. Mak-ar, P.E. -pro-
.. duct Control Exandner
Product CoutrolDiVISID"n
t
Pon
Adam, a V�
rIA
,;Xq
VAN W?
Easteim Metal Supplv, Inc-
ACCEPTANcF, No. -----00-0919 10
A-PPROVED 06/07/2001
FDTMS 06/07/2004
L Renewal of this Ac�teptaiace (approval) shall be considered after a ren
Bwal application has been fled ane
original submitted documents, including test -supporting data, engineering documents, are. 0 d r -
(8) years. n 01 e than e
2. . Any and all approve:d products shall bepermaneiatlylabeiBd with thLeInanufar
followin _turers name, city,
9 statement- "Miami -Dade Cc' ' 'P��duct i2ontrol Approy -a,. state, and
specific conditions 6f this Acceptance. unty e , Or as specifically stated in
3- ..Rtnewals of Acceptance; will not be considered LE
k, There has be6a a change- in the South Florida Building Code affectiag the e I�luation of thispro
and the Procrl�f�Ts `L6t in compliance with the code changm v d.
b. The product ig no longer the -same product (identical) as th
j'----Jfthe AQ.ccPU.;Laor�holder�bzs not roi4p�p e On Originally approved
all the rpquirements of this. a
correct installation of the product .. ... cceptance,. including
d- 'The - engineer, ivho preparecf sig'ned ana sealed th� required documentation
submitted, is Do longer practicing the engineering profession. i6itia:
4. Amy rtvisio
n or change in the materials, use, and/or manufacture of the product or process Shall automatira?
be *ca-use for termination of this Acceptance, unless prior written approval has been requested (through 1,
filing of a revision applicationwith appropriate fee) and granted by this ofEice.
5- Any Of the following shall also be grounds for removal Of this Acceptance:
a. Unsatisfactory Performance of this product or process.
b. Misuse of this Acceptance as an endorsement of any produrt, for sales, adve ising or y'o
purposes. rt an th
6. The: Notice of Acceptance; number preceded by the words iam�-Dad C ty, F1 rid
expiration date may. be displayed in advertising literatur M B Dun c a, and followed by t)
displaySd, then it shall be done in its entirety. e. If any Portion of the Notice of Acceptance!
7. A copy of this Accei
,ptance as well as approved drawings and other documents, where it applies, shall I
provided to the user by the manufacturer or its distributors and shall be available f6
at all time. The engi; eer needs not reseal the copies. r inspection at the job si-
8. Failure to comply '�ith anY section of this Acceptance, shall be cause for termination
Acceptance. and removal c
9- Ibis Notice of Acceptance consists of pages 1, 2 and this last pag6 3.
END OF MS ACCEI>TANCE
Helmy A.Makar, P.E. -Product Control Fxamino
Product Contol DiAsio-6
ST LUCIE COUNTY FIRE DISTRICT SCAlYNED
BUREAU OF FIRE PREVENTION
-* 1. Sy
9 PLAN REVIEW
T-1 - V at LUCTe-,o0jj0t,
, 2400 Rhode Island Avenue Telephone: 772-462-8306
.Ft Pierce,, FL 34950 FAX: 772-462-8466
w construction
Jurisd0ti6m,
Occupancy:
Ad
ContractoF
Contr . acto��s Addresi:
State:,
Architect/E�ndineer�
Building Owner:''
Occupancy type:
Gross.sq ft:
Occupant Load:
Construction Type:
I
( )Tenant Improvement ( )Addition
SLC
Castle eftles
6147-B155 Mulligan CIRCLE
Kolte r Signature Homes
2160 NW Reserve Park Trace
Florid �-
I I a
Turner Architects & . Planners
Apartments
10,684
)Renovation/alterations )Shell Only
F.P.B.:
Building Dept.,'
Number -of st6ries.-;
Phone #
City:
Zip Code::
Phone #
Review Date:
Automatic sprinklers:
Net sq ft:
Based On:
SBCCI Type:
-13-04,�200'!'
240 Z 41002
2
772-46847031
34986
4 -658L.41 51
07t-
0
517/ 20 4
VI unp
NOTE
1 . All revisions must be in compliance before the final inspection.
2. The Fire Marshal requires 24 hour notice on all inspections.
3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office.
4. Permit fees are required to be paid 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. UL design criteria shall be submitted with the construction plans.
9. Fire AJarrn Panels shall be located indoors.
THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED.
REVISIONS REQUIRED
ACCESS BOX IS REQUIRED ACCESS KEY SWITCH REQUIRED
1. Model "D" Bedroom # 3: Provide a smoke detector within the room.
2. Model "D" LoftIDen/Bedroom: Smoke detectors are required both inside and outside of the sleeping
area. Plans do not indicate this.
Reviewed by: Date: 5/7/2004
Udding and Zon-ing Departmeni
2300 Virginia Avenue
Fort Pierce. FL 3-498-1
5051,462-11553
SGANNED
BY
St. L - Jjcie couniv
Design Certification for Wind Load Compliance,
i— 211
cro mus;pc sub�rruqcd,- 2-
ThiS Certification is 10 bc completed by the project design arcW[ca or ricer. This C %j cetrin
Ming permits involving the construction of new ccsidcrict: (single or raulb- farnil�). rcsiticiziiaiii 2d�ijio6- any
-Vplications for bui I " 1 11, t". .
,eccssory structurc requiring a building permit. and any nom-csidcritial structure. This C�fificazi . on I shall n% z , pp y . to int-,nor
.1 .. ,
renovations (provided that no sutictunil valls. columns orothcr similar component is b--in. cffc=d) and =-naivom�fminor buildin�-
r assistance, pl� contact the Building Inspection Office at 462-1553 or 462-2iii,
permits. For furthe
plvi.a ;Zinc
Ofria�'
ored Addrsi�,
Permit Number
LLL- a (,�;5
MULLIC-AA CARO.--L-12
OccuprtncY TyPc
Construction Type
Certification Statement:
I certify that, to the best of my knowledge and belief, these plans and specifica'tions,havebe'6 'designed to
comply with the applicable structural portion of the Building Codes currently adopted and . en.foice,d by St. Lucie
County. I also certify that structural elements dcpicEcd on these pla.as provid , e adequate resis tancc�tci the wind
loads- and forccs spccified by current code provisions.
"I Design Parameteu and Assumptions Used: (Please check orcomplcrethr- " -appropriaEc.b DO
1. Florida Building Code 2001 Edition ASCE 7-98
2. Building Design is (check one) Enclosed X Partially Enclosed �'-Open Building
3- Building Height: � Lk 4. Wind Speed Used in Building Design: 'I 2� 3 second gust
S- Wind Exposure Classification (rt(er to exposure tables.in Building Code identified in Unc M:
6. Average Wind Velocity Pressure on Exterior Faces of Structure. 3r) -PSF
7- Peak Wind Velocity Presstire on Exterior Faces of Structure PSF
8. ImportarteclUsc Fadtoir'(obtain from Building Code)-.
9. Loads- Floor --E6 PS-F Rooffdcad_:�PSF Roofjlive__��PSF
10., Were Shear Walls Considered for Structure (chcck one): Yes X NG _(if No, attach explanation)
11. Is a Continuous Land Path Provided (check one): Yes No Cif No7 6 attach explanation)
I?- Are Component nod Cladding Detail Provided (cbeck ofic): Yes V'.�No' (ifNo�Ittt3chcxplRnafioV)
ingPressure: 1�&6-0 PS
13. Minimum Soil BeaLF F
As witnessed by my sent, I hereby certify that the Information inchided'with:-this . Mcation is tvat-aard-'.
41 -* I , , - -N
correct, to the best of my knowledge and belief.
Name: R. Cer"e:�fjon 4:,- 1.1 q q.7
F �B:- 0 9 2004
Design Firm:GL-F,-' Date: . z I
SLCCDV Form # 020-00"
SCANNED
BY
St Lucie Countv
Equipment Schedule
Unit# Y SEER 12 HSPF
Make Tons 3
Cond. Unit Mod.# 121-IP4636
A/H Unit Mod.# (!49 2?M- q I
Heater Mod.# - / 0
Sensible Cooling '0� 20c)
LatentCooling— E,eoo
Total BTU's '3 �E:; v 0 0
NISAIR Air Conditioning
Stuart, FIL 34994
772-283-0904
16 L:T-6w�
The Toffey Pines - Mod. A
HVAC Load Calculations
for
Kolter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucia, FI 34986
V , A�a
ar.1-1 0 � 11 �
Prepared By:
Jose
NisalrAlr Conditioning
1501 Decker Ave. - D404
Stuart, Fl. 34994
772-283-0904
Wednesday, April 21, 2004
I
loco
ON,
L' j� U OR
51 jyjam
!w lawnplu !VOW
Hoy-, JQ'tOUX'Zi 7 7.F
AN 1
T, WIT
P0. . , jp mV 1
A
I VJ
Project Filename:
Project Title:
Project Date.
Client Name:
Client Address:
Client City:
Client Phone:
Company Name:
Company Representative:
Company Address:
Company City:
-Company Phone:
The Torrey Pines - Mod. A
Thursday, May 08, 2003
Kolter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucie, F1 34986
772-468-4703
Nisair Air Conditioning
Jose
1501 Decker Ave. - D404
Stuart, Fl. 34994
772-283-0904
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:
1.00b
Elevation Heating Adj. Factor
1.000
Outdoor Outdoor Indoor
Dry Bulb Wet Bulb Rel.Hum
Winter: 42 0 0
Summer: 90 78 50
Total Building Supply CFM: 1,18,
Square ft. of Room Area: 1,521
Indoor
Grains
Dry Bulb
Difference
72
0
75
61
Square fL Per Ton:
531
Total Sensible Gain: 26,011 Stuh 76 %
Total Latent Gain: 8,366 Btuh 24 %
Total Cooling Required Wth Outside Air: 34,377 Btuh 2.86 Tons (Based On Sensible + Latent)
Wwuffi�
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.
'If
Summer: 90 78 50 75 61.09
Calculate:
Use Schedule:
Roughness Factor
Pressure Drop:
Minimum Velocity:
Ma)dmum Velocity:
Minimum Height:
Maximum Height:
Yes
Yes
0.00300
0.10DO
in.wgJIOO ft.
650
Wmin
900
ftJmin
0
in.
0
in.
Yes
Yes
0.01000
0.1000
in.wgJl 00 ft.
450
fLImin
750
ftJmin
0
in.
0
in.
Infiltration: 0.700
AC/hr
0.400 AC/hr
Volume of Conditioned Space: X 15019
Cuft
X 15019 COL
10,513
Cu.ftjhr
6,008 Ou.ftJhr
X 0.0167
X 0.0167
Total Building Infiltration: 175
CFM
100 CFM
Total Building Ventilation: 0
CFM
0 CFM
—System I —
Infiltration & Ventilation Sensible Gain Multiplier
16.49
'50
= (1 .10 X 0.999 X 15.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier
41
= (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)
bwern i
I,bzl
26,011
8,355
34,377
31,810
413
1,183
1,183
la
Zone 1
1,521
26,011
8,366
34,377
31,810
413,
1,183
1,183
1-Bdrm*2/Bth
266
8,723
1,889
10,612
6,666
87
397
397
3-7
2-Din RmAQt
425
z598
2,292
4,890
6,473
84
118
118
1-6
3-Liv Rm
350
9,938
1,037
10,975
8,955
116
452
452
3-7
4-Matr Bdrm/Bth/Laund
480
4,752
3,147
7,899
9,716
126
216
216
2-6
L
Iding, Summary Loads-,
1A-cl)-o: Glazing -Single pane, operable window, clear, 157 5,086 0 14,522 14,522
metal frame with break, ground reflectance = 0.32,
outdoor in -sect screen with 50% coverage, right color
drapes with medium weave with 50% coverage
1A-eb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 0 3,758 3,758
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, light color
drapes with medium weave with 50% coverage
11 D: Door-6olld Core 37.6 440 0 308 308
13A-4oGs: Wall -Block, board insulation only, R-4 board 1303 5,589 0 1,247 1,247
insulation, open core, siding finish
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-1 9: Roof/Ceiling-Under attic or knee wall, Vented 1521 2,236 0 1,864 1,864
Attic, No Radiant Barrier, Dark Tile, Slate or Concrete,
R-1 9 Insulation
22A-pm: Floor -Slab on grade, No edge insulation, no 188 6,055 0 0 0
Insulation below floor, any floor cover, passive, heavy
dry or light wet soil
Subtatals for structure: 24,038 0 21,729 21,729
People: 4 800 920 1,720
Equipment: 2,900 a 2,900
Lighting: 0 0 0
Ductwork: 1,995 510 1,712 2,222,
infiltration: Winter CFM: 175, Summer CFM: 100 5,777 4,156 1,650 5,806
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Total Building Load Totals: 31,810 8,366 26,011 34,377
Total Building Supply CFM: 1,183 (4.7 AC/ho CFM Per Square fL: - 0.778
Square ft. of Room Area: 1,521 Square ft. Per Ton: 531
Total Heating Required With Outside Air: 31,810 Btuh 31.810 MBH
Total Sensible Gain: 26,011 Btuh 76 %
Total Latent Gain: 8,366 Btuh 24 %
Total. Cooling Required With Outside Pic 34,377 Btuh 2.86 Tons (Based On Sensible + Latent)
Calculations are based on &h 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
"T with
it
own 14
-5 Nor W. i ZOW9 . 2
WA
1,0 ypp
-1:0. .,zm �ripe A.. CIA a to',
1.1j QF7
A I MIA D T.)
--R-D
yy:
vi �i
N�JvO q".
MM����
� �fqmm_!, TqTey.PLnas� V00. A Summary Loads,(Peak-Meftil)
1A-ct>-O: Glazing-tilngle pane, operable window, clear, 157 5,086 0 14,522 14,522
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, light color
drapes with medium weave with 500/6 coverage
IA-cb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 a 3,758 3,758
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, light color
drapes with medium weave with 50% coverage
11 D: Door -Solid Core 37.6 440 0 308 308
13A-4ocs: Wall -Block, board insulation only, R-4 board 1303 5,589 0 1,247 1,247
insulation, open core, siding finish
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
1613-19: Roof/Ceiling-Under attic or knee wall, Vented 1521 2,236 0 1,864 1,864
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: 24,038 0 21,729 21,729
People: 4 800 920 1,720
Equipment: 2,900 0 2,900
Lighting: 0 0 0
Ductwork: 1,995 510 1,712 2,2227
Infiltration: Winter CFM: 175, Summer CFM: 100 5,777 4,156 1,650 5,806
Ventilation: Winter CFM: 0, Summer CFM: 0 a 0 0__ 0
System 1 Torrey Pines Mod. A Load Totals: 31,810 8,366 26,011, 34,377
W.
Supply CFM: 1,183 (4.7 AC/h r) CFM Per Square ft.: 0.778
Square ft. of Room Area: 1,521 Square fL Per Ton: 531
Total Heating Required With Outside Pic 31,810 Btuh 31.810 MSH
Total Sensible Gain: 28,011 Btuh 76 %
Total Latent Gain: 8,366 Btuh 24 %
Total Cooling Required With Outside Pdr: 34,377 Btuh 2.86 Tons (Based On Sensible + Latentl
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.
-Zone- T_ Summary Loads..(Peak MeMod
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, light color
drapes-w6h mediumw eavewith 50% coverage
1A-cb-d: Glazing -Single pane, sliding glass door, clear, 104 3,370 0 3,758 3,758
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, light color
drapes with medium weave with 60% coverage
11 D: Door -Solid Core 37.6 440 0 308 308
13A-4ocs: Wall -Block, board insulation only, R-4 board 1303 5,589 0 1,247 1,247
insulation, open core, siding finish
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 wall, Vented 1521 2,236 0 1,864 1,864
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: 24,038 0 21,729 21,729
People: 4 800 920 1,720
Equipment 2,900 0 2,900
Lighting: 0 0 0
Ductwork: 1,995 510 1,712 2,222
Infiltration: Winter CFM: 175, Summer CFM; 100 5,777 4,156 1,650 5,806
System 1, Zone I Load Totals: 31,810 8,366 26,011 34,377
Supply CFM: 1,183 (4.7 AC/hr) CFM Per Square ft.: 0.778
Square ft. of Room Area: 1,521 Square ft. Per Ton: 531
Total Heating Required: 31,810 Btuh 31.810 MBH
Total Sensible Gain: 26,011 Btuh 76 %
Total Latent Gain: 8,366 Btuh 24 %
rotal Coolina Required: 34,377 Btuh 2.86 Tons (Based On Sensible + Latent)
MMKIM
Calculations are based on 8th edition of ACCA Manuel 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,Potaile.d.Room Loads -Raom 17,--Bdrrn#ZBth .(Peak Method)
Calculation Mode: Htg. & c1g.
Occurrences:
I
Room Length: 19.0 ft.
System Number.
I
Room Width: 14.0 ft.
Zone Number:
1
Area: 266.0 sq.ft.
Supply Air:
397 CFM
Ceiling Height: 9.0 ft.
Supply Air Changes:
9.9 AC/hr
Volume: 2,394.0 cu.ft.
Required Vent.:
0 CFM
Number of Registers: 3
Actual Winter Vent.:
0 CFM
Runout Air: 132 CFM
Percent of Supply.:
0 %
Runout Duct Size: 7 in.
Actual Summer Vent.:
0 CFM
Runout A& Velocity: 495 Umin.
Percent of Supply:
0 %
Design Loss: 0.100 in.wgJl 00 ft.
Actual Winter Infil.:
38 CFM
.Actual Low: 0.127 in.wg J1 00 ft.
Actual Summer Infil.:
22 CFM
RK ... S.
gtw.
Q
w. . . . . . . . . . . . . ......
MW
N -Wall-1 3A-4ocs 17 X 9 153 0.143
4.3 656
0.9 0 142
E -Wall-1 3A-4ocs 16 X 9 92 0.143
4.3 395
0.2 0 18
S -Wall-1 3A-4ocs 2 X 9 18 0.143
4.3 77
0.3 0 5
S -Wall-I 2B-Obw 9 X 9 81 0.097
2.9 236
0.0 0 4
E -GIs-IA-cb-o shgc-0.75 2%S 26 1.080
32.4 842
131.5 0 3,419
E -GIs.-lA-cb-o shgo-0.75 20/aS (2) 26 1.080
32.4 842
131.5 0 3,418
UP-Cell-16D-19 19 X 14 266 0.049
1.5 391
1.2 0 326
Floor-22A-prn 44 ft..Per. 44 1.180
35.4 1,558
0.0 0 0
Subtotals for Structure:
4,997
0 7,332
Infil.: Wn.: 37.9, Sum.: 21.7 396
3.159 1,251
0.902 900 - 357
Ductwork:
0.067 418
0.070 89 574
People: 200 lat/per, 230 sentper., 2
400 460
Equipment:
500 0
Room Totals;
6,666
1,889 8,723
[aq—faAqcIR loads -
Room 2 - Din RnVKit (Peak Method)
� —1
ro. ®R—=
Calculation Mode:
Htg. & c1g. Occurrences:
1
Room Length:
25.0 ft. System Number
I
Room Width:
17.0 ft. Zone Number:
I
Area:
425.0 sq.ft. Supply Air:
118 CFM
Ceiling Height:
11.0 ft. Supply.Air Changes:
1.5 AC/hr
Volume:
4,675.0 cu.ft. Required Vent.:
0 CFM
Number of Registers.
I Actual Winter Vent.:
0 CFM
Runout Air:
118 CFM Percent of Supply.:
0 %
Runout Duct Size:
6 in. Actual SummerVent.:
0 CFM
Runout Air Velocity:
602 ft./min. Percent of Supply:
a %
Design Loss:
0.100 in.wg JI 00 ft. Actual Winter Infil.:
40 CFM
Actual Loss:
0.231 in.wgJ100 ft. Actual Summer Infil.:
23 CFM
Hkffm�� g
g-gg", g
0.
N -Well-1 3A-4ocs 25 X 11
240 0.143 4.3 1,030 0.9
0 223
8 -Wall-I 3A-4ocs 13 X 11
143 0.143 4.3 613 0.3
0 41
N -GIs-IA-cb-o shgc-0.75 I OD%S
15 1.080 32.4 486 36.1
0 542
N -GIs-1A-cb-o shgo-0.75 1 00%S
20 1.080 32.4 648 36.2
0 723
UP-0eil-16D-1925X17
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 a
Sublotals for Structure:
4,747
0 2,050
Infil.: Win.: 40.0, Sum.: 22.9
418 3.158 1,320 0.902
950 377
Ductwork:
0.067 408 0.070
142 171
Equipment
1,200 0.
Room Totals:
6,473
2,292 2,598
1 4
Detafied.Room Loads - Room 3 - Liv Rm (Peak Method)
Calculation Mode: Htg. & c1g.
Occurrences:
I
Room Length: 20.0 ft.
System Number:
I
Room Width: 17.5 ft.
Zone Number:
1
Area: 350.0 sq.ft.
Supply Air.
452 CFM
Ceiling Height: 9.0 ft.
Supply Air Changes:
8.6 Acthr
Volume: 3,150.0 cu.ft.
Required Vent.:
0 CIFM
Number of Registers: 3
Actual Winter Vent.:
0 CFM
Runout Air: 151 CFM
Percent of Supply.:
0 %
Runout Duct Size: 7 in.
Actual Summer Vent.:
0 CFM
RunoutAirVelocity: 564 ft./min.
Percent of Supply:
0 %
Design Loss: 0.100 in.wg./I 00 ft.
Actual Winter Infil.:
39 CFM
Actual Loss: 0.164 in.wg JI 00 ft.
Actual Summer Infil.:
22 CFM
M-ga�
N Mall -I 3A-4ocs 21 X 9 135 0.143
4.3 579 0.9
0
125
W -Wall-1 3A-4ocs; 18 X 9 0.143
4.3 523 2.4
a
298
S-Wall-13A-4ocs6X9 14 0.143
4.3 60 0.3
0
4
N-Door-IID 3X8 24 0.390
11.7 281 8.2
0
197
N -Gls-I A-cb-o shgr,0.75 I 00%S 30 1.080
32.4 972 36.1
0
1,084
(2)
W -Gls-1 A-cb-o shge-0.75 3%S (2) 40 1.080
32.4 1,296 133.4
0
5,336
S -Gls-I A-cb-d shgc-0.75 1 00%S 40 1.080
32.4 1,296 36.2
0
1,446
(2)
UP-Ceil-I 6D-1 9 20 X 17.5 350 0.049
1.5 514 1.2
0
429
Floor-22A-pm 45 ft..Per. 45 1.180
35.4 1,593 0.0
0
0
Subtotals for Structure:
7,114
0
8,919
Infil.: Wn.: 38.8, Sum.: 22.2 405
3.158 1,279 0.901
920
365
Ductwork:
0.067 562 0.070
117
654
Room Totals:
8,955
1,037
9,938
I
P IAMI Z:
Detailed Room Loads - Room 4-- Mstr BdrmlWhILaund (Peak Method)
I
Calculation Mode:
Htg. & c1g. Occurrences:
Room Length:
32.0 ft. System Number
Room Wdth:
15.0 ft. Zone Number:
Area: - -
480.0 sq.ft. SupplyAir:
216 CFM
Ceiling Height:
10.0 fL Supply Air Changes:
2.7 AC/hr
Volume:
4,800.0 cuft Required Vent.:
0 CFM
Number of Registers:
2 Actual Winter Vent.:
0 CFM
Runout Air:
108 CFM Percent of Supply.:
0 %
Runout Duct Size:
6 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity.
551 ftJmln. Percent of Supply:
0 %
Design Loss:
0.100 in.wg./i 00 ft. Actual Winter Infil.:
58 CFM
-Actual Loss:
0.194 in.wgJlOO fl. Actual Summer Infil.:
33 CFM
S -Wal 1-1 3A4ocs 32 X 10
256 0.143 4.3 1,098 0.3
0 73
W -Wal I-i 3A4ocs 13 X 10
130 0.143 4.3 558 2A
0 318
E -Wall-1 2.13-0bw 16 X 10
146A 0.097 2.9 426 0.2
0 26
E -Door-I lD2X6.8
13.6 0.390 11.7 159 8.2
0 ill
S -GIs-IA-cb-d shgc-0.75 1001/aS
64 1.080 32.4 2,074 36.1
0 2,312
(2)
UP-Ceil-1 6D-1 9 32 X 15
480 0.049 1.5 706 12
0 588
Floor-22A-pm 61 ft..Per.
61 1.180 35.4 2,159 0.0
0 0
Subtotals for Structure:
7,180
0 3,428
Infil.: Wn.: 58.4, Sum.: 33.4
610 3.159 1,927 0.903
1,386 551-,
Ductwork:
0.067 609 0.070
161 313
People: 200 lattper, 230 sen/per:
2
400 460
Equipment:
1,200 0
Room Totals:
9,716
3,147 4,752
Yi-
van inmi-a "-"�k%" HATT
jf
WOMAN
OWN&
A Jj:
f'S': k
-�:% t. ��" Jl-"ti�;FaA fell,
. _-�
7 OF,
T 7""F':'----
_'k
"Ims,
ykv On "I
rj isNAM
I
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Pb'MW" W n a
System 1, Room Load Summafy
-w gw
ffig g�:%, 'g.
..............
—Zone I-
1 Bdrm #2/Bth 266 6,666 87 3-7 495 8,723 1,889 397 397
2 Din RmIKII: 425 6,473 84 1-6 602 2,598 2,292 118 118
3 Liv Rm 350 8,955 116 3-7 564 9,938 1,037 452 452
4 Mstr 480 9,716 126 2-6 551 4,752 3J47 216 216
Bdrm/Bth/Laund
System 1 total 1,521 31,810 413 26,011 8,366 1,183 1,183
System I Main Trunk Size: 16 in.
Velocity: 848 ftJmin
Loss per 100 ft.: 0.088 in.wg
Net Required: 2.86 76%/24% 26,011 8,366 34,377
Heatina System Coolina System
Type:
Model:
Brand:
EfficlenGy:
Sound:
Capacity:
Sensible Capacity: n1a 0 Btuh
Latent Capacity: n/a 0 Btuh
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: THE TORREY PINES MOD. A Builder KOLTER
Address: Permitting Office:
-City, St9tet 7 PORT ST�LUCIE, FL Pennnii�mber
Owner KOLTER SIGNATURE HOMES, INC. Jurisdiction Number.
Climate Zone: Central
1. Now construction or existing New -
12. Cooling systems
2. Single family or multi-flunily Single family _
a. Central Unit Cap: 36.0 kBtu/hr
3. Number of units, if muld-1hraily 1 -
SEER-' 12.00
4. Number of Bedrooms 2
b. NIA
5. Is this a worst casz;? yes
6. Conditioned floor area (ft2) 1488 W
c. N/A
7. Glass area. & type Single Parie Double Pane -
a. Clear glass, default 11-factor 0.0 fl2 0.0 IF -
13. Heating systems
b. Default tint 249.0 T 0.0 ft. -
a. Eloutric Heat Pump Cap: 36.0 kBtu/hr
c. Labeled U or SHGC 0.0 ft2 0.0 ft2
IIS�R. 7.50
8. Floor types
b. NIA
a. Slab -On -Grade Edge Insulation R=0.0, 177.0(p) ft
b. N/A
c. N/A
c. N/A
9. wall types -
14. Hot water systems
1. Concrote� Int Insul, Exterior R=4.1, 1080.0 ft2 _
a. Electric Resistance Cap: 40.0 gallons,
b. boncrete� Int Insul, Adjacent R-4.1, 320.0 fF -
EF: 0.94
c. Frame� Wood, Adjacent R=11.0. 358.0 fi-
b. NZA
d. NIA
c. RZA -
c. Conservation credits
10. Ccilingtypes -
(HR-Heat recovery� Solar
a. Under Attic R=19.0, 1488.0 fL2 _
DBP-Dedicated hunt pump)
b. N/A
15. HVAC credits
c. NZA
(CF-Ceiling fan, CV -Cross vemilation,
11. Ducts
BF -Whole house fan,
a. Sup: Unc. Ret: Con. AH: Interior Sup. R=6.0,125.0 ft
Fr-Progranunable Ilermostat.
b. NIA
M&C-Multizone cooling,
MZ-H-Multizonc heating)
Glass/Floor Area: 0.17 Total as -built points: 19577
Total base points: 20586 PASS
I hereby certify that the plans and specifili
by this calculati90
st-wa-111 compliance with
Energy Cwe._� I
DATE:
I hereby certify that this
compliance with the Flo
OWNER)AGENT:
DATE:
covered
is in
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:
(Version: FLRC8B V3.30)
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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:
28402.6
Summer As -Built Points:
29466.8
Tota[Summer X System
Cooling
Total X
Cap
X Duct X System X
Credit
= Cooling
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DMxDSMxAHU)
29466.8
1.000
(1.079x1.150x0.90) O.M4
1.00D
M1.2
1 28402.6 0.4266
12116.5
29466.8
1.00
1.117 0.284
1.000
9351.2
EnergyGauge- DCA Form 60DA-M Er1erqYGauge91F1aRES=1 FLRCSB v3.30
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FORM 60OA-2001
WINTER 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 BWPM
Points
Overhang
Floor Area
Type/SC
Onnt
Len
Hgt
Area X
WPM X
WOF Point
.18 1489.0 5.84
1599.6
Single, Tint
N
3.0
6.5
45.0
15.38
0.99
688.0
Single, Tint
N
3.0
6.5
20.0
15.38
0.99
3D5.8
Single, Tint
E
1.5
6.5
40.0
13.04
1.02
529.6
Single, Tint
w
8.0
9.5
64.0
13.80
1.08
950.9
Single, Tint
W
1.5
6.5
40.0
13.80
1.01
556.6
Single, Tint
S
13.0
6.5
40.0
10.88
2.22
965.7
As -Built Total:
249.0
3990.6
WALL TYPES
Area X BWPM
Points
Type
R-Value
Area X WPM
Points
Adjacent
678.0 1.80
1220.4
Concrete, Int Insul, Exterior
4.1
1080.0
3.31
3569.4
E)dedor
1080.0 2.00
2160.0
Concrete, Int Insul, Adjacent
4.1
320.0
2.08
665.6
Frame, Wood, Adjacent
11.0
358.0
1.80
644.4
Base Total:
1758.0
3380A
As-Buitt Total:
1768.0
487SA'
DOOR TYPES
Area X BWPM
Points
Type
Area
X WPM
Points
Adjacent
13.6 4.00
54.4
Exterior Wood
24.0
7.60
182.4
EAerfor
24.0 5.10
122.4
Adjacent Wood
13.6
5.90
80.2
Base Total:
37.6
176.8
As -Built Total:
37.6
282.6
CEILING TYPESArea X BWPM
Points
Type
R-Value
Area X WPM X WCM
Points
Under Attic
1488.0 0.64
9523
UnderAttic
19.0
1488.0
0.87 X 1.00
1294.6
Base Total:
1488.0
962.3
AsBullt Total:
1488.0
12".6
PLOOR TYPES
Area X BWPM
Points
Type
R-Value
Area
X WPM
Points
Slab
1 T7.0(p) -1.9
-336.3
Slab -On -Grade Edge Insulatlon
0.0
1T7.0(p
2.50
442.5
Raised
0.0 0.00
0.0
Base Total:
-336.3
As -Built Total:
177.0
442.6
INFILTRATION
Area X BWPM
Points
Area
X WPM
Points
1488.0 -0.2B
-416.6
1488.0 -0.2B
-416.6
EnergyGauge(b DCA Form 60OA-2DOI EnergyGauge9)/FlaRES2D0l FLRGSB v3.30
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FORM 60OA-2001
WINTER CALCULATIONS
Residential'Whole, Building Performance Method A - Details
I ADDRESS:, PORT ST. LUCIE, FL, PERMIT* I
BASE
AS -BUILT
Winter Base Points:
5326,1
Winter As -Built Points:
10469.1
TotaiWin'ter X System
-Heating
total X
Cap
X Duct X System X
Credit
Heating
Points -Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DM x DSM x AHU)
10459.1
1.000
(1.068x1.160x0.92) 0.455
'1,00D
5424.8
5326.1 0.6274
3341.6
1 10459.1
1.00
1.140 0.466
1.000
5424.8
EnergyGauge:m DCA Form 60OA-2001 EnergyGavgeVF1aREV2001 FLRCSB v3.30
FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
I ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: I
BASE AS -BUILT
WATER HEATING
Number of X Multiplier Total Tank EF Number of X Tank X Multiplier X Credit Tjotal
Bedrooms Volume Bedrooms Ratio Multiplier
2 2564.00 5128.0 40.0 0.94 2 1.00 24DO.34 1.00 4800.7
Go. 7
As -Built ToM 4800.7
CODE
COMPLIANCE STATUS
-.BASE
AS- BUILT,
Cooling +: Heating +
Points Points
HotWater
Points
'Total
Points
Cooling + Heating + Hot Water Total
Points Points Points Points
12117 3342
5128
20586
9361' 6425 4801 19577
PAQQ
EnergyGaugew DCA Form 6DOA-2001 EnergyGaugeOfflaREV2001 FLRCSB v3.30
i
I Io
FORM 60OA-2001
Code Compliance Checklist
I
Residential Whole Building Performance Method A - Details
ADDRESS:, PORT ST. LUCIE, FL, PERMITM
6A-2i INFILTRATION REDUCTION COMPLIANCE CHECKLIST
compoNENTs
sEcnom
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
6WAABC.1.1
Ma)dmum:.3 cfmtsq.ft. window dreiia .5 cfn*A.fL door area.
Exterior Adjacent Walls
6W.IABC.121
Caulk, gasket, weatherstrip or sea] between: wIndows/dDors & framed, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at corners', utillty
penetrations; behmn wall panels & top/bottom platee; between walls and floor.
EXCEPTION: Frame walls where a continuous Infiltration barrier Is Installed that extends
from, and Is seated to, the foundation to the top plate.
Floors
6DS.I.ABC.1.2.2
Penetrallonslopenings >1/8" sealed unless backed by truss orjolrd members.
EXCEPTION: Frame floors where a continuous Infiltration barrier is Installed that Is sealed
to the Derimeter-penetrations and seams.
Ceilings
606.1 ABC.1123
Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffils, chimneys, cabinets sealed to continuous air barrier, gaps in gyp board & top plate;
ditto access. EXCEPTION: Frame ceilings where a continuous infiltration barrier Is
Inihiled that Is sealed at the perimeter, at penetrations and seams.
Recessed Ughting Fixtures
606.1.ABC.1.2A
Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, Installed Inside a.
sealed box with 11T clearance& 3' from insulation; or Type IC rated with < 2 0 cfm from
conditioned space, tested.
Muffl-story Houses
606.1.ABC .1.2.r,
Air barrier on veirmeter of floor cavity between floors.
Additional Intiftratloh reqts
6W.1 ABC.11.3
Exhaust fans vented to outdoors, dampers; combustion space heaters comply with NFPA,
have combustlon air.
RA-27 M]145=114 PRr-Jqr'RlPTlVr MrA-Ql 109M tm..&* 11�0 at �� ..�aad.A h" .11 1
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
612.1
Comply with efficiency requirements In Table 6-1Z Switch or clearly marked circuit
breaker (electric) or cutoff (nas) must be provided. External or built-in heat trap required.
Swimming Pools & Spas
61ZI
Spas&heate,d os Must have covers (except solar heated). Non-commercial pools
.
must have.a pump tinter. Gas spa &.pool heaters must have a minimum thermal
effiaen6y of 76%.
Shower heads
612.1
Water flow must be restricted to no more than 2.5 nations per minute at 80 PSIG.
Air Distribution Systems
610.1
All ducts, fiftings, mechanical equipment and plenum chambers shall be mechanically
attached, sealed, Insulated, and Installed in accordance with the criteria of Section 610.
Ducts in unconditioned attics: R-6 min. Insulation.
HVAC Controls
1607.1
-�er"ie ieedfly aocessl6l� manual or automatic thermostat for secti system.
Insulation
604.1,602.1
I
Ceilings -Min. R-1 9. Common walls -Frame R-1 1 or CBS R-3 both sides.
I
Common ceiling & floors R-1 1.
EnergyGauge- DCA Form WaA-2DO1 EnergyGaugeWFIaRES"2001 FLRCSBV3.30
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.41
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ENERGY PERFORMANCE LEVEL (EPL)
DISPLAY CARD
MEMNON=
ESTM,kTED FNERGY pERFORMANCF
SCORF*
, = 84.6
The higher -the score, the more efficient the -home.
KOLTER SIGNATURE HOMES, INC.,, PORT ST. LUCIE, FL,
1. New construction or caisting
New _
12. Cooling systems
2. Single family or multi-fluatly
Single family _
a. Central Unit
Cap: 36.0 kBtu/hr
3. Number of units� ifrnulti-family
I
4. Number ofBedrooms
2 -
b. N/A
SEER 12.00
5. Is this a worst case?
Yes
6. Conditioned floor area (ft2)
1488 fF
c. NIA
7. Glass area & type
Single Pane Double Pane
a. Clear -single pane
0.0 it, 0.0 R2 -
13. Heating systems;
b. Clear -double pane
249.0 fi2 0.0 fL2 _
a. Electric Heat Pump
Cap: 36.0 kBtulhr
c. Tintlother SHGC - single pane
0.0 ft2 0.0 fJ2
HSPF: 7.5.0
d. Tint/other SHGC - double pane
b. N/A
9. Floortypes
I
a. Slab-On-Grado Edge Insulation
R=0,0, 177.0(p) ft
c. N/A
b. NIA
c. NIA
14. Hot water systems
9. Wall types
a. Concrete, Int InsuL Bactior
R�4.1, 1090.0 ft2
a, Electric Resistance
Cap: 40.0 gallous
b- Corrcrete6 lat losul, A4jaQent
- R�4.1, 320.0 &
b. N/A
EF.10.94
e. Frame, Wood, Adjacent
R-I 1.0, 358.0 ft2
d. N/A
c. C . onservation credits
c. NIA
(HR-Heat recovery, Solar
10. ceilbig types
DBP-Dedicated beat pump)
a. UnderAttio
R-19.0, 1488.0 fL2
15. HVAC credits
b. N/A
(CF-Ceiling fan, CV -Cross ventilation,
c. NIA
BF -Whole bouw- fin,
11. Ducts
1717-Programmablo Thermostat;
a. Sup: Unc. Ret Con. AH: Interior
Sup. R=6.0, 125.0 ft
W-C-Multizone cooling,
b. NZA
M&H-Mulfizone heating)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving fea.tures which will be installed (or exceeded)
inthishomebefo final' n . - Otheivasq, a new BPL Display Card will be completed
based on install * T(Cod2-4-rq-on atures.
Builder Signature: Date: q-24 -01-(
e F)�Prr S-r
Address of New Honi!e7 Civ/FL Zip: F)- :�D-Ecl ez,
*NOYF. ne home's estimated energyperformance score is only available through the FLAIRES computerprQgram.
Ais is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE Energy&P des�gnation),
your home may qualifyfor energy efficiency mortgage XW incentives ifyou obtain 'a Rorider Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at WWW.fsec.uqf edufor
information and a list of certifiedRaters. For information about 177orida's Energy Efficiency Code For Building
Construction,
contact the Department of CommunityAffafglWgYSk'VggQ&4,sion: FLPCSB v3.30)
lV23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 02
12hV2003 01:41 7722EI37229
]ENE
'.CAR-'D
KOLTER SIGNATURE 14PMES, INC.. Lot, Sub:, PIft, POIRTTST. LUCIE, FL,
L New construction or existing
Now _
12. Cooling *stcmq
I Single &rally or Multifarruly
Multi-firmily _
a. Central Unit
3. Nurriber of units, lfraviti-fismily
a —
4. liumbu of Wrontes
3
b. N/A
5. to this a worst cese?
Yca
6. Conditioned 130or artri (W)
1847 IF
a. WIA
7. Gk" am & qpe
SinglePane DaubloPhod
a. acar-siuSlaparm
0.0 OP 0.0 IV
Hestifts *'MM
b. Clear -double Penn
Z27.0 ft' 010 fe
A. Electric Host Perep
0. 7invicther SWC � single PRW
0.0 T 0.0 W
d. Thruother SHOC - double parre
b. NIA
S. FloorrAes
A. 6lsb4)n-GrWk Edge Insulatim
R-0.0, 165.0(p) ft
c. W/A
b. NIA
c.VA
14. Hot water systants
9. wall rypes
s. Ocoulo Resistance,
n.'Conct'doc, IntlWA Exterior
R-4.1,141�0.0 fi-
b. Fmrae� Wood. Adicedt
p=l 1.0, 1�0.0 ft2
b. N/A
o. NIA
4. IVA
a. conservation credits
e. N/A
(HR-Hmt recovery, Solar
10. ceilingripes
-
Din,-Dadicaw bad pump)
& Under Atkic
R=19.0, 1093,0 N
15. TTVAC ctadlts
b. NIA
(CF-CcHing fhn, GV-Croft Ntatilation,
o. NIA
BF -Whole house fiuL .
Ill DUCM
PT-PrW=mnWc11'&Mftft%
a. Sup: Um Ret Unc, AM A4,o
1�vp. R-6.0, 1$0.0 fk
NMC-Multizone coollng,
b. W/A
M7,11'Multizose benting)
I certify that thas home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be installed (or exceeded)
in this home bet final
,y i
CZe 'psp . tion. Otherwise, a new EPL Display Card will be completed
based on instal I itures.
Builder Signature: Date: 4
Luc:-tsa
Address of New Home: Ckt>,<t�q_ city� zip: V-' L
Cairn 36.0 ObAr
SEES.- 12,00
Up.- 36.0 kSM'hr
HSPY.' 7.50
Cnp;40.0,gallons
EP., 0,94
Fr, —
*NOTE. The home's estimated energy performance score is only available through the FLAIRES computerprogram.
nis is not a Building Energy Rating. Ifyour score is 80 orgreater (or 86for a USEPAIDOEEnergyStP designation),
your home may qualifyfor energy efficiency mortgage (F04 incentives ifyou obtain allorida Energy Gauge Rating.
Contact th e En ergy Gauge Hollin e at 321163 8-1492 or se e the Energy Gauge web site at ww.fsec. ue. edu for
information and a list of certified Raters. For information about Porida's Energy Efficiency Code For Buildlng
Construction,
contact the Department of CommunityAffaNvzto5SbUgQV*ysion: FIRCSB v3.30)
12123/2003 01:41� 7722B37�29 NISAIR AIR�CONDITION PA6E '03
HVACl&4dC'alb!#OVdf)s
ME
-S, RAS
IM
VA-
-
1
.7
1 4,
Pre L p a ne d gy,:
use
�ioir x1r, 66 ni
1501',DackdrAve-0404
Tulm;vl, saem6elr`23' 20,03','
Y
11/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 04
_gnatire'Homesi,iric.
elle-WAddress:
�idoA k;�_Nktroce,
Pprt.St, WbW%Fi� 34986�,
L
,c
Uo mpqn
yx� NUiv Air ondrdoning .
-M
"p2rly,
bompa0
ny, �d d siAve 0404
in
ps bti�aft- 34964
ny
c
Ja y he #�M_ogix
Reference, Fort Pierce, Florida
Range: Medium
27 Degrees
ev C)n.L---- --1-_---"_., . .....
bi,
on, e al 'Fadcir� 4 000
, wi 0,
Mbtis Efacbcim�
Fdator,,
bn.H, eiking., 1.000
on Hb od ifactdi;�,r 1.000
Outdbbr-.�' Outdo6r, lnii�or, 'rains.
Col. -
Dry,13olV, Wet UffFerenoe
'D 7 0
Summer 78 59.
90;
WIMMINNERP., MEMO= WMANIAN,
t C/hrY, 7 quareffL. 0:
%'�Tb ra FB 6 i I d i figo'S r -232 '-(3'3'A
polyZF M-'�, 11,4',-
451'
A
ONE'
doAft". 31!42
7 27b89 BW
T6tal',� lGairl: 4
a Ad Uj"7 aded' Senslbli.ttatent)
e In
ii�R_qm r. _�joq_,__�,�,'
Z_ 4v
1�HMIUMUS,91,015A WE
CA WInualJ!",
U areiesUrnatosias buildiiij may.vary.
a.unit thot'ns# W�bo sensiblo;ondl6tint lo6da.
-4r
IV23/A03 01:41
7722837229
NISAIR AIR CONDITION
PAGE 06
-pop
77
5
61,:09,
R
%p 00
OA in
0
01 IffmW
0
450 'ffJ0n
uml�
qo& �ft ft�,
in
750; tIlMih,
n u
0 in.
im
im,
Surrfm
'-0.7,00 Ab/hr
0.400 AC/hr
i
'A;
TWO.
410)
lon
Aso
1 1
SW , %,
AS
di
a i
its
ism
1 11.1
!.'3
ul"
12,
CA
06
1 �
Iwo
4tig
t
84ps
1
wall A
12/23/2@03- 01:41,
7722837229
NISAIR AIR'CONDITION
OAGE
136-
"11, V
mi'', 'p,
WORK,
11
''IN
I sirwITIM MTIMM
nii
E8457'
vmMRjwMI MI
27;089'
MjI38712-
1
.43,,4 2-t-
—%W -,t 7 14)(1113
W�,
1,232,, -,�AfjM
a
T24"
210
011
8_
Y92
2
1
r
0,
T41 ��W
kiY-7-
5; 5
at
idd
7�13t
-1
ISO
331,' 331'
5.
- 'pd
lid
,
3�
467
"M , —AMM
1�am-
-6
3,-
4
184-1 'A 6,&
2-,' 5:
7,
'43
'1043,
'854,
3,4
30 130
14
164
1_381'.
1733,
1
23
63', -63-
1
-3"
6,310 111
71016
;�o
42i
�7
12/23/-2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 07
- - ----- -------------------- -
X; n
absorbing';,mo 1, metwith breek,.ground-refiectance
fra-
11iW*660X -d- ik
wyerage'r ar
�6'16616 coveraod
ane� - Sid , ngjglass door, heat- -
144.8 4,e92
0 4 088, -4,688
9__Qh,_6Fr76`'C_ nw-fedle-"dance,
a ,,grou
screen- 806 coverage,,dark'
We 66, �60/ cov are g e
20 234
0 263, 203
AA2-,VapprShleld:,Wall-Blo6k,, R4.1 reflective insulation
andvaor6arrier
Stucco
open coke
-4
plus-interfor finish 2432.4 14j669,
0 s,45 '6,454
1 6B-1 9: Rooffpeil n"nder attic or knee wall, Vented
1845 2,711
0 4,520 4jS20
Affic, No Radlant Sorrier, Dark Asphalt Shingles or
inpuldtl6ri
22A-pm; Fldbr-slab wqrade;;'No efte fnsulaton, no
139 '4j921
_0 0 0
insulu_V0-n,.bei6W. floor, any floor coveirpassive, heavy
dry or lighlt�wet'4611'
i2bPL19:Fid'de-i'drvOr,00en,crAwl,$O�c,borrgaMge,PaWve,
352 1YI29
0 377 377
R-19�blafikbtlnsula W'n,,,any2ovitr�__
Subtotalifo�rsikbcfure'a
31 96-
'0 21787 '21-,787
4
806 1:
0�4' 720
lt�ulprnent-
0 10 0
U I .
0
'g
u-
1 �91& 2,551
.b
lhfi onp, i , nter CF:M: 260�'Sqmmer 017k 148
- -, - .
11 �,4_170 8,609
"_-, 11- - — �
j rCFM:0,Summer.0l`M:0
0 . '11 I"� �' �'O
uildih LdaSL1c#!js;
_�3
6
-M,P 7,
NOW
5M
�Mm;;: MMOM����
i 8 i '73. 1
7F
TotaMpildinglipup- _-C M 1,232 (3'3'AC/hr)
y
,
__0FM Pe__r_$_uare_%:,
. 0AN
V .
-pl
SO a rl�e ii of-W 1',845
9quare-1 PW TVh:_
__q
"nble,
Totallateff."Galn-
_Tot4i -Cool ing je ulr,ed'
,Calculafthw-sird,based,
in .. Odre�suft are eorhat'Ogfeis buildlng use and Weather may %hary.
-arid
Be sure to select a.ung that meets both sensible lade",lo,ads.
12123/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 08
Tpft6y 02- Load& Wtfj
blwwinddw,�,hoat�-
JOG 324Q
a 3;545 -'545
ab;orb!M, rhefA1'fram90,br0akj4roqftd, reflectance
_ponin MELM ,
With - - - I - 6,
polordrap—es, ooww'eavv�"
IA-hb-d"Gldilnolh anb,� 1
1".8 4,692,,
0 4,688
a_ g" qj
-'Mel
rk
t o-r dr-a
61' - -a. r
i 1 D: boo - - - - -
20 234
0 20S 203,
A47vapor $6ield'Wall-Blook, R-41 reflecwe insulation
and Vio& tiirdif
open core
p 2412.4 14;669
,) in-tOdor HhM
0 8,464 8AM
6B-1 9: Roof/Cellft-Undbr aft or knee wall, Vented
184s 2,711
0 4,520 4,520,
Attic, No, RadiantBarrier, Dark Aslftlt Shingles or
-
Dark Metal, Tot and Grewrel or Wmbrano, R-1 9
Insulation -
I , po ' r- , Sj- fib r d'hi'g-r'ad"a No,6dU6lhWW&j.6o-1
1136 - I *"Mll
0 D
a"
dryprlightwots0l
,
7�2 fjJ29i
377 371-
_I 6�tiiankdtiflsbfi Abn,,an'y -cover
31 �5$6
0 21 ja'ir �Tja�
4-
SDO 92Q 7
Fg0loment-
10 0.
U hu ft g.
0,
U
3
616 1,936 2,5511
In on: Winter eft.m;,Summer CFM: 148
-SU'M-
Wlnitdr 4M. A, Mer* OFM'.'O
0
6- 0. "--0.
Ave i to y wlkaolow§:
44
7 t�74 ?7,089
'FK"P
square ft. afRoom-Ahe 1146
quar a n.
639,
..... .....
mom,
-431.42,1� fth:�
'Qt V-MW
.42- '
Total:.59nslblb;Qa!n,
s 27-,061�, Btuh
I i %
78
,
tent Gain; 7,578 Btuhl
%
7ota Btuh
ollftV eq OutsHeAr:_
.8 Sensible
Z 9 Tons (Based On + Latent)
are dim �on,
7
Allvompulled,resulK, r6e!MMAteSrHs buffdInQ1upi.,irid weather may,
I a] YPYY
'Be,surato,saldvt El'uPitthatmeaft both Sensible and kentloads.
7
12123/20V,� 01:41 7722837229 NISAIR AIR CINDITION PAGE 09
93mm-
MEN im
MEN AN
m—, w 1 M___
M, -
n 7 "
ZiNhe 1 Surn' m__ a- ry Load 61a�
$(f�__
------- - ---
li"::61621A TfOje,Pahe.oJ M ei%mn,ow,
pe- BI d li
100 3,SO'
0 3,545 1,w
'eat-
ovemgez ark
- 60%w d
�"P_esv - 166§6
go , lof"d W-b k �WbivewiftO%doveriiup,
Qliilngl�$lnghe lian;;iQ14 cloor-beat-,
144.8 4,6
4,68P
gi P-W MW
.�2
in�d I -butdoork co,
Sip 68�ect sdr Wb 0%, 1 :dark
. _, 1 . -" 1��M QOVerRgG,�
20 -234:
0 203 203
AA27VO:por;Shlbli: Wall�11lock,,R-4A reflo'clivp insulation
Od'vapor ba-Mer
don -ddre
2432.4 14�669_
0 8,444 8�454
atfic or knee wall, Vented,
1845 2,711
0 4,520 4,520
Barrier, Mirk Pksphak-,Shinqle� or
�No'kadiefit
D%a MeK Tbr and Graveir or Membrane, R-1 9
M
Fld.L0�1MWqn,gM0e; No eddeTinsul tk
139 4,011
6 0 0
___RKYIMO��
1*16W.rfloor,� any floor CbVerj,paSdV8,:h6aVy
7 62 1,129
0 377 3v
R, insu a on�,anycover
21 J87 21,787
4
800 1920, 1",720'
E�ulorhent
0 0 0
0,
01 a
Ma
_ _N�
6
2;$5t
MWO.Ab6h.Minter cpm- 2K,�urnmer CFM: 148,
6'jele!2�_ 2'L��"§ I
-Tot
43;4211
7,
7,§78 2 0" 34-,68-
Supply-CFMIT-7 J.232 (MACIfiry,
CFM'P --- S
ME - qpgml _4
--0.668"
.- �q �Lq Roorp Arq�a-w
6fT6h;,
639
i TbtfiPHbdnjfKequ1red�, 43i42,1.-'BtW
43.4217 MBK -
_T Gain. -2fosq fth
7Sr
7,578--fth
22' O/a
T6t0c11Qbl0oReqLdred: �Cdel_ bhjh
216, Tbnsffla�ed,On Sensl + LAen
com
rut _lgota
esure to% gthatm
t; 8
1.2/23/�003 01":41 7722837229 NISAIR.AIR CONDITION PAGE 10
Q��
I 00taft.'d Rodrj? Loads - ftorh 1 - Hafl: ho
ak Method)
-"cu, 'M
H
0 --u �nc
�noh'
3-0 t
SOOM iu
t
M�w
5_0 t
Zon�,
- N -U�n
1
Nea
5
6 .01
SU ly�t
pp,
e�ht
8.0
Su_ W"
:a, -Acmr
V�-
5200
R
6� com
um 0 f
- - ,
c w
A in
I � � I
If Oml
R �0
Un Ld Pjr:�
22 C
P, m"Of
er(m up
ht qt Wl
Ah
Rifinutit, Duci ari,
4 W
1 6
A�ctwsl ",I;d
rStfm Went:
0 CFM,
RUnot� A V�l 6- W--
253 Udiii.
P'efde'nt 6-f I S--lu p-W-
0 %
Per4gnloss:
mM, ftvimll Go ft-
ActuallWinferIML.
4 C . FM
AMW 6�
U74 ln.wgJl ft,
A66jaillomther lnfd.:
.2 OFM
IN`! MRIUMM'.
mm
N -Wall-PA2a appr SMeld, 5 X 8 20 0.?01
�j4 .1
0:u 1,21
296—
O�
52
R-Mor-i.10-2.SX,8
20 0.390
11.7 2M
10A
0
203
up-L OL41-1 6�-i 9 13: X5
M049
11.5 w
2.6
0
159
Subtbtafi§ f6e:StrWcii(rb-
0
414
lAL:,Wh.:,3' -1 Sugli, 2'2
40
3.1175 127
qxv
gi
36
7
0.091
�1— 0�,077
35
Rbdni ToWls,'.
ale
—1-22--
113r
485
A
r�: UT-1.1 TF.01
12/2bi2003 -01:41 NISAIR,AIR..CQNDITION PA�E 11
E��Wtll;.�AA2-VkW-.'Shidld,7�X�20
-, - IM ,, -7 �, -., -- , , - -
$ubtot�jsldk SttuaWre--
t3
. . . . . . . . I
tt .
12�23/2003 .01:41 7722837229 NISAIR AIR CONDITION PAGE 12
rd
�-. Ir. :- I .-- �
"SUppl
.yA, _�pitos:
y
.erce4m up y:,
moo.ft:- �A'civawl6t4i"i ft:�
(160 A . ""alis, ummer win
VMdlVAA2iV6por-'SWeld,21
0.�ol
6;0
k� hi�
G
648-,-��
—3Z4--
324:
0,640,
fSz
�94
446,
-3
4
Mr
-...1,345
ota -�,ftu
M Wifor --Mre-:
o
-.2'aw"
2b4'
3'174,
'-9651,
694',
2M�
- 06 - oi�
52:
"4
003 01: 41 7722837229 NISAIR AIR CONPITION PAGE 13
3Sl--CFM-%
4
m
75 CFIM,,
T, ldld!3A2i�
.209-, U 201
o
6 b4
'�l� .
6i
�
O.till 000
4 to 0
A4
"�'270- 7,
32.'�
Z,"02'
..............
WE
5-,
6 2 V
8-8-2
io r,
I -�Ao� 0
'82,12
'dJ S
"4g.6
2468'
M90-TC-,
7,76
706
�ij
--'010, �T'
-120�
vR6bm7obj]sf
N"
�2/2'3/2003 01: 41 '7722837229
NISAIR AIR CONDITION PAGE 14
,umiquiamnimocia:,
-qb� rr n
14 . u e cps:
Rdornl6fi-p-
14--al ft.
�&,�m;NiJffibdr
1110 fL
Z64&Nurnber:
.1
q
j,'Ari
H" hf'
�914
_pF
u My
3
3,5 -A
v oumW'
1.ilt.bl' iuk
A".1
iidV nt:
11 _C
0
7 "s
Nf g
,eq
_-Pbfid . Ant -of Up*"L�_
-4,
In,
�,'AdWaMurnifidrVefit.
WMIM
: _ J100,
'-0rC.0.M�9TfL;ZkUPPFY-.,
'fL AWAIMAhtd, W14L
"I ............
0201- A,r-6 0 7 37
1,7
N MaIMAQ-VapokSfileld I X 6A
a
0201 &0 560
2B,
0,
242
Q1104AThb-o sfidl>0462 lddu/o$
1.066'� 3.2.4.
64A
Up'�CeIIABB,AgltX 13'.
lt�
0;04 M,
.32.4,
.5
�.0
446'
re
_';2;488;
_0
ll'
u 12,..9,
236,
OW
serVp-b-n-�...
oom T Ws:l
2
%
71
1?/23/2003 011:41 7722837229
NISAIR AIR CONDITIDN
PAGE
15
6 - Bdrm #218thIHail_ (Pe6k Method)
Oaddrteficbs�
M
I
0 fL
Sydern Number
I
R"m vfth:
13,0 ft
Zone, Number:
Area;
273.0 �9q;ft
buppl'� Afr-
id* cN�
Q�Ilir�g Helgh_t
9;4 fL
3'6 X� r,
Volume,
2MO cu.ft.
R�906&�.ent:,
Lp of, Re gisters,
2'
— Cp
0 _7M.
R6nout Aji�
8? CFM
Pdftonjoj�6�ppj
5 in;
AiWkiii Neint;
-M-
RurfoufAlrVefoedy:
ODO Urnin.
ftriclentof ab PON:
0 %
MIN' lnswg�l 010 ft.
ACWal:MT&Or.fnfil.-.
32 jtN,.
0,298 in.v*V.11 00 ft.
Actuit VIUmmer thfil.:
i
16 c
Man=
W�-rWijll-A'A2'�V��-Wr,Shield,21 xg.4
10 4-'-
'1-'-190
5:4
ff
T,DB3-
N'-Wialf-AA"2-Vsp- or;*pld 14 X 9.4
11 T.6 0.201
6.0 673
2-6
0
M
N -GNAA-h�-* shOO-0.52 1000AS
20 1,080
32.4 648
32.4
648
UP-Celf-1 613A 9 21, X 13
'idp
-..Z73 -0.049—
461—
---2-5—�
--0— ---6691.
t
273 MOSO
11- 4.10
0.5'
6�
'$'Or; .5wature;
4,32?
, lr�... 3
I n�f I :�-.V �.7j gumi-- I&J4
32�9
11715 1,045
0,909
762
;�qg
r�
)u
0.08.1 3�5
0;677
91
16 7,
$6416:20W!L�"r, 2Wseniper
260
�30
4,722
T.P4S'
1,596,
M
12/23/2003 01:41 7722B37229
NISAIR AIR CONDITION
PAGE
16
Ro,
Calculation Mode-
kdorn Length:
I I'D k
-Zone Number
Prea'
10JO sq tf
Supp�Ak,",__,_-,
1,30. OFM-
9.4
§6pplV,Aj'r Cfiangs�:
Sff -AC/fir
Whiffie,
1,344.0 dii-ft,
q�lrodvehu
9 PFM
0' CM
FRuribult'Air
110 dFiA'
0"4,6� &Uopi'ly"..,
0 W
ik
AdfutV.Wrnm0Vent:
'F
&M
k-u6pdt,,Ajr
4" filthim
F�6rc 6-nt b_f_;_3lFp__p!y-.
n
w Low
0.100' ln."J,100ft.
AdualWinter lhfil'-
'i
22 CFM
0.122- M'� Ou ft.
Acjuii gurnm4linfil.:
12 OFM
M.- m1will
3w
Wapbf Shield 111 X-9,4
103.4' 0.201
6�0, 624,
t.4
0
�67
s _WGll-AA2-Vmpor Shlefd 13 X 9.4
al.4 0.201
6'a 491
1-$
14,6
a,-dii-IA-fib-d ft".52 10d%%
40,8, 1.080
32A 1;1322
3i.4
ol
1,320
-(Jp
_iiy__ EN-9
'i.5 il 0,
2.6
0
El v 1 9_1 I x
143� 0.060
1.5 916
oz
6�
t2
SWwfil-b for; 8-trudwre,
2j8e2
Aii. 21.7, �uw 12A
225'
3.174 716
oms
SISUL
2W
06
muctwork,
U81, 244
6.1077
4k,
2 '
04.
3,888
I
q.v
t
12/23/2003 01:Ai 7722837229
NISAIR AIR CDNDITION
PAGE 17
R66-rh Length: 14.0 1
11.0 � fli�
"im
_g
63 CFM'
5' in.
461, Urnin.
Oil 00, jivigil 00 fl,
Lo# 0.176 ]-.VMJ100ft.
bar
63 �-dFM
unges:
2.6 Athr
10,
I er i;Qt;-.
0
CFM
UP�CeIWSA914�X 11
164 0.049 1.5
2 1 2 . 6
2.5
6
UT
150 0.0�0 1.5
231
77,
.
�0.5
T- 1 63
1pfiUMIh
�: 1217,�,S&n.:"7.2
3 1 .176
418
6'604
-ioil
-
QU6Wvdrk-
001
1,35)
"OV-7
, I
- �,
T,804
351-
T,3�0
1.2/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 18
rwurn & - ivisir t5afi7ybrn- ft-eaK mernoa)
tcalculaaal Molaf
�6 MUM', :1niggg!
i i:M:11
rrre�c'es:
Room L(gigo:
32.0 It.
SYAOM Number
.Room wft:
12.0
Zone Number
ArOkj:�
q
242-CM
edlih-gi-keight'
16.o fL
Supbrywr Offangev,
3:& AC/hr
3i84O,Q- auft
Required VOnt -
0 CFM
3—
Adfuaj�,Wjnter�-Veft-
4 'CFM
Rtihdut,Air:.
K CFM
perce4i
#Of"5up(Ay.;
UA
Runbdt�Dbct�Sizd,
Int -
-
AcfiW1ummiirVenL-.
k6iui
59T ftAriln.
D
100, inmg./100A
Actual
Mter Infl.:
50 CFM
�A
0:287 invijJ1061
A&bballgummar
f6 M:
2
S�-WaM�-VaPdfft;eld 12.5X
95
V;4w 1
0.201
YM
6.0
I luau
573
1.4
1.8
U
0'
4w
170
10
W1-W411-AA2-Vap;Dr'Shie1d 7 X 10
30
0.201
&0
181
S-G1§-1Xh15--6-s4W :52 AMOMF
0,
972
32.4,
�O
972'�,
5Y.
W'd6iX,h" sbO&O.521 00%S
'40
1.080
�2,4
1,296
82.4�
0
1,200
(2)"
Upiceii-I 6B-1 9 32 X 12
W
O�049,
004
2.5
6
941
F1d-or-'Z2A,7ptn 6Z%pej,,
52
T. 180)
35A
T,84T
0
7,35 7
4
1nfiL:Whii,49!6.
sis-,
2.1717
11636
0.99?-
1,T77
467
ouawork;--
d;0&1
730
0.077
1,18
3791
PWOPIC,200,10per,230 sen/per
4700
460
0,723
0
VA
12/23/2003 01:41 7722837229 NISAIR AIR CONDITION PAGE 19
114
2
4a5-
22-
�3
1-4
30f
577
2
00
5,652'
73
2-5
570.,
3,416,
761;
155,
1,66
4 DiwLiv,
380,
i'l"947
1,404
150-
4' 5
3-6
- 1,
50
7;267,,
1;,89 51
33t
i 6'�
-33
-
6: b*m#2mffim2ll
27,3i
4�Z2
61
2.5
54
Wo
2�64,
3��06.
7981
1 043
6-
64,
I
1
so
1-7
465
2,854
SM
8 Loft
i&
T,004
23
1-5
461
381
35 2
1 1 M
9 Wtr Bdrm/El'th
4
9,723-
126
3�5
5G[l
5,'310
1 �1705
N-1
24-
Mat
.-S llj�i
564
-
Syrtern 1 Win Trunk Size:
1416 In.
Velodty,,
.683 fUrnin
LOSS per 100 1:
0.095 in.wa
12123/2003 01:41
FORK600A-20011
772,2837229
NISAIR AIR CONDITION
PAGE 2U
city, state; PORT ST. LUCIE, FIL
Owner KOCTIER SIGNATURE HOMES, INC.
Climate Zone; Central
1. NewconsnCtIon or e0d5ting
12. Coolipg SYACO
2. Sbigk family ar rnufti-Arn4
Multi-filmily
a. ceatml U16t
01p. 36.0 kftlhr.
3. Minter of mr; iftauld-fitmily
SEM 12.00
4,
3
b. X/A
S. Is this a worst onw?
yes
6. cqn4i6aned Beer am (M
1947 W
a. N/A
7� Glass am &
SingkFtne DoebloPano
41. Cl;ar8jt% adf-all-&ater
0.0 W 0.0 W
13. Heating rpduffin
b. 0e&u.hdW
227.0 W 0.0 W
a. Flectio Reat Pump
Cap; 36.0 kIltulir
c. LaWed U or SHOC
0.0 fl. 010 fr
HSPF7.50
8. moor�vjm
h. IVA
&jab.O~o Edge bsWadoll
R-Q.0, 165.0(p) ft
x/A
e. N/A
c. W/A
9. Well rjpcs
14. FlatwsW*�M=
- a. Cenwvdc� let InSUL Exterior
R-4-1,1490.0 AF
a. Mectrin Resiqbmw -
Cap: 40.0 Olean
b. FraxaN Wouk Adjacent
R-1 1.0. 170.0 W
V. 0.94
tL 741A
b. KIA
d. W/A
& MA
con"Madomorodhn
10, ceil :
Ing typ�ft
(IJRH0atXWMvWY, War
a. UndwAVic
R=19,0,1093.0 f12
DHP-Dedlaaw hcd pump)
b. W/A
15. RVAC crodits -
-PTI
c. NIA
(CF-CMUPS fin. W-Crow vm1awm;
I I. Dods
IN -whole hQ" R&
a. Sup; UDe. Rat Um AM Aftia
Sup. R=&O' 150.0 A
b. NIA
wl-r-mehiz . Oft Cooft
Glass/Floor Area: 0.12 Total as -built points; 255,91 PAQ
Total base points:
25987 _1NISS
I hereby certify that the plans and s1loolljoations wyered
Review pf-the pl_Elrg and
by this calcula t are I� compliance wfth)�Z Florida
spedftatlonS ao.Vbredr by this
Energy CodE
calGulation.10MIes compliance
PREPAIRI
with -the. FlorldaLk6fergy-Cods.
oorlstructia� Is, oompl�ted-
Befor6 eted
DATE.—
Z_
thlsbuliding;vhl]13ZRln$peCted-for--
I hereby certify that this b Id
as designed, Is In
rmrnpliancwscw*� Won 653.908
compliance with the Flo a
Y a
Florida. Statutes.:
OWNERJAPENT:
BUILDING OFFICIAL:
DATE-
DATE:
EnergyGauqeS (Version: F�RCS@ v3.30)
41
17
Al
IV23/20b3 01:41 7722837229 NIS-AIR AIR CONDITIDN PAGE 22
FORKMA-2001
2SUW-� CALQQLATIONS
Residential Whole Buildihg Performance Method A - Details
Ab- Sub;, Plat', PORT ST. LUCIE, FL,
FERMITO.
BA
U T
A&M - IL
.18- b6dIt1ofi6dX,'BSPM,_-
Points-
6%f6rhadg, -
or r, rew
o '_A
tyw-sc
Ok' * Len' Hot
Afed X �SPM X td# Pblfft
a, W
V _5� 71
p
'47 PAY
'AA
slrv�. "phi
13:0 7.0
36.0 OM
710.0
:sirg$,trit
E 5.0 40
§.0 53:V 0.47
227.3
t 2.0 5.0
24.'o 53V 0.81
1036.2
E 7.0 Ok
64.6- 5317 0.00
2DA�,
glrt�.O, tint
E 7.0� 8.0
40 td.27 o.49
IONA
"M
�'WALL TYPES Ama, X BSPm
I
Points,
RwV41UO
On
polhts�,
17-0.0 0.170
1�
119.0,
Dr
t1a,
480.0: IM
2512.Q
fm*. qq$*Ad�
11.0
-170.P�7 -0.76
lip.6,
V*ah,
1855;*
IWO �Ama X, 1§80 m
Polms
oo
13ejpe
A�d 20.0 1.6D
MV
5dmiml abod,
MAI,' .8_0,
4�
20 4.80,
96.0
A�;acpnflnmdatbd�,
1� 40.0
x PSOM:
d-Points.
Ty
"A
_RM1ue,, ve
m x ZPm"X
Pol
writs
�'I� Afk� - 109p.o! 1.-*
-2$-28-- V
A*6
3�.O�' _iifi -i �0-
3*�3
2 32 al
As4aai It T61 Wt;
ID 1 93:0
Lod _TY_,
_F R PES- Afea XBSPM'
Points'
Ty0e
RV4140-
Areq:-X- j$ft
Points,
165,0(py' -31.8
-8247.0
S,bb:c)n-1�.-,4dgL`1=Aaft
.528v.�
wa 0.00
0 0,,
-.S283.61
INFI LTRATIO,N Area X BSPM
Points
Area X SPM
Points
14.31,
2540.8
1847.0 14,31
2$430.6
Ep2MyGwq@G DCA FOrm SMA-2001
ErovjGgvgMF1aRE$2001 FLRCSBvG.30
12 4,23/2003 01_� 41 7722837229 AIR CONDITION �46E '23
FORM,600P�-2001,
LATIO N
11"rmance, Mothod A - Detalls
R 1.,: Buil, -Fi,
'A I
Loer', qb::,',P1ih' P,'ORTST LUC ,FL,-,
s
[�APDRE,,'
41, 7, :7� 7,'Tr��
7,
�n
_i o1a �summer,�,�&, 0
'Poltft��, CCffi-,111t
,1
"R'
MU r u
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At
M4', 0.
414
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;j-,
i
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it
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it -T
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A
g
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)a
oophe ftiol� iff
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... ... .. t At
12123/2003 01:41 7722837229 NISAIR AIR CONDITION
PAGE 24
FORM 60DA-2001
WINTER CALCULATIONS
Residential Mole 15611ding P�rformance Method A - De tails
ZDRE;�: Lidt- Sub., Plat!, POR T ST. LUCIE
FL, PERMIT
BASE' AS BUILt
TYPE$1
�.I&x, �conditibn6d X BWPM
Points
Overhang
'Point
Floor Afea:
Tywac Orht:
'Len Hgt, Arta X WPM x WOO'-
.19
to-=
Vrigisj"
W
zo 7.0 5 U 13.86 02
7515��
$00, Tint
13.0 7.0 38,0 Imea 2.20
SM.6
single, Tint
r.
s.o 4.r a 9.0 13.04 1.21
141.4
iingle. Tirt
E
ZO 5.0 24.0 13.04 1.04
M.O�
single, TIM
E
7.0 90 54.0 13.04 1.12
934.6
single,'Fint
E
7.0 6.0 40.0 13.04 1,19
=.s
Az4hdft Total:
X17.0
36441
WALL TYPES
Area X BVVPfi�
points
'Type
RWalue, Arta X WPM
Points
'Adticent
170.0 lz6
3060
donon:W. Int [no, Ederlor
otl 1480.0 3.31
48§1,1
mulDr
1480.0, 2M
2960.0
FIVIM, Wood, Aclwent
1 1 1.0 170.111 1.80
3011.0
160.0
3266.0
, W.O.
6197
DQ?RTYPES
Area X BWPM
Points
TVs
Area X WPM
Pol*LL
60.0
FAMW Inwistea
�o .0 6.10,
lozo
E)derlor
ko 6.10
102.0
AdjacardInsulaled!
4.00
80.0
RopsTotal:
40.0
102A
As-SpIlt TaW:
lazo
I�jcmd ESArea, X BW* 0iiiints
_�Gl YP
type
R-yk!pe A )�'WPM'X*M�=�
_rea
P,61 ritt
UnderAflic
109&0 0.'64
696STurkiefAft
19,0 100ZI.b 0.87 X 1.00
956.9"
gain Tow.
'1093.0.
M.V
Ag-Built Total:
M.9.
t4WbR TYPES
a 9 aw�m.-=-Polnls
-Type
R-Value Area X WPM ci
P . ointS
sw
0.0, 165.D(p 2.SO
mis
Raised
0.0 0.00
0.0
Buse'row:
-412,&
INFILTRATION
Area X BWpM. points
Area X WPM
Points
I wo .0.29
1647.0 .020
-617.2'
EnwgyGaugea DCA Fam G0GA-2D01 eX*GQu90&FlaRrzs2oDi FLRCSOV3.30
a
42/2312003 01:41 7722837229
FORM 600A�2DOI
Residential Wholo
NISAIR AIR CONDITION PAGE 25
nce Method A - Details
14 7
�k
77 4
f-
'WhWirAS-13p tyi�kz,
em�
HeWing'
'�,X, cdo X � 'DaU 9' -.X
'G'tbdd -H"fij
v
b r
'0666'.".
-err
��,-,mponef*' RAtio Wh'$ er',' . ....
-0 1� Muffipfler,'
p
mulupfler P whtg
(PMXDS xAHLJ)
' ' ' "
00
9 1, 07SX-1AGDxtA1),�QA55
14
I
I li, `00 '. � -A �. *W1 I
-ow,
2L 6
�3 1 �1� z
.,303.3
, 1� 1
q
Y
I F
12423/12003 01:141 7722837229
,FORK.60OA-2001
NMAIR AIR CONDItION
P�at;,,MORTST.L&Cii,"FL, PERMIT#.
AS SU14-1,
Iq
WATER5,HEKffliurFl
,PAGE 26
nn,
nk
�t'L
12/23/2003 01:41 7722937229 NISAIR AIR CONDITION PAGE 27
FORM 60OA-2001
-Co-d-9 Co -_Qlhl-q--��--�-
�p qop�R � acklist
Residential Whole Building. Performance Method A - Details
EMDFZES�. L�at', Sub: Plat:,, PORT ST., LUC19, FLF PERMIT
AM A-MAE-01i ft.6NeAWPfA--- &Wr--r-
vm;,
n:
er 16 im' I
TiNnt rom"trTs.
W6.1.M0.123
BdmehWdS & c01h*'p8nabHH0m of cNlhg pie" Oftop W. woum mon. WWom.
is, seayffil=-
sealed IT�,"at RmtgLom
�6,i.j4
TfVa 164� ��no iMtded i
-fcwrtY�e46"w wfth,,4 2.
--- ----- --
C6
COMPMENM- L".
�SOMWI'
DIM
'CHECK
miibim-F-
162-i'
--77
6��T v�
7'
Non'40' 4-�Ivpw
mud "�pumqtlrrkr-�0*00*'", hoftawammarrinimm4lema-14
512,1
mm Zt R66 at 60616"",
NF:D :S teft
yp
610.1
Ac
Al -mego"I *W M IOM*c '0Q kmd��
pm_V p
bucts in
w,R I Q� cmmFm�"N�F=M R-1 Vor M&R-3 boffl�skks.
CanirwaftV,4� RAM,
ILI
ErmWcmoe�'DOA Form WM-200i HrffMfGauo�1aRES=1,FLRCSS V3.30