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PROPOSED LOTS 133, 134, 135, 136, 137 AND 138 G�RNoUS'ri@ �'
` PROPOSED PLAT OF POD 20C AT THE RESERVE, P.U.D. II - CASTLE PINES
DESCRIPTION:
A PARCEL OF LAND LYING IN SECTION 27, TOWNSHIP 36 SOUTH, RANGE 39
EAST, ST. LUCIE COUNTY, FLORIDA, BEING MORE PARTICULARLY DESCRIBED
AS FOLLOWS:
COMMENCE AT THE SOUTHEAST CORNER OF TRACT 1, AS SHOWN ON THE
PLAT OF POD 20B AT THE RESERVE, P.U.D. II - CASTLE PINES, AS RECORDED
IN PLAT BOOK 39, PAGES 3 AND 3A, PUBLIC RECORDS OF ST. LUCIE COUNTY,
FLORIDA:
THENCE NORTH 06044'40" WEST ALONG THE EAST LINE OF SAID TRACT 1, A
DISTANCE OF 119.59 FEET; THENCE NORTH 83015'20" EAST, DEPARTING SAID
EAST LINE, A DISTANCE OF 430.11 FEET TO THE POINT OF BEGINNING;
THENCE NORTH 42016'22" WEST, A DISTANCE OF 168.00 FEET; THENCE NORTH
47043'38" EAST; A DISTANCE OF 66.93 FEET; THENCE SOUTH 42°16'22" EAST, A
DISTANCE OF 168.00 FEET; THENCE SOUTH 47043'38" WEST, A DISTANCE OF
66'93. FEET TO THE POINT OF BEGINNING.
SHEET 1 OF 2
LEGEND:
0 = DELTA ANGLE L = ARC LENGTH N.R. - NOT RADIAL R/W = RIGHT-OF-WAY O = SET 5/8" IRON ROD . CO.E. = OVERHANG. EASEMENT SAN. = SANITARY WITH CAP WITNESS
C.B. O.M.E. = OVERHANG MAINTENANCE EASEMENT S.B.T. = SOUTHERN BELL TELEPHONE CORNER LB U16674
B, =CABLE TV - CATCH BASIN ' O.R.B. - OFFICIAL RECORD'BOOK S.F. - SQUARE FEET o 1.0' OFFSET
C.B.S. = CONCRETE BLOCK & STUCCO O/S = OFFSET T.O.B. = TOP OF BANK 0- ELECTRIC SERVICE
Q = CENTERLINE O.S. = OPEN SPACE TRACT TYP. = TYPICAL='CATV
CONC. =CONCRETE P.B. = PLAT BOOK U.E. = UTILITY EASEMENT ](Y = LIGHT POST
COV. = COVERED P.C. = POINT OF CURVATURE U.L.P. '= UPLAND PRESERVATION
D.E. = DRAINAGE EASEMENT P.C.P. =PERMANENT CONTROL POINT . ®= 11" PINE TO BE
ELEV. = ELEVATION O SET 5/8" IRON ROD WITH CAP N0. LB 6674 REMOVED (TYP)
P.D.E. =PRIVATE DRAINAGE EASEMENT O t FOUND 5/8" IRON ROD WITH CAP No. LB 6674
E.O.P. =EDGE OF PAVEMENT P.G.E. = PRIVATE GAS EASEMENT O = FOUND PERMANENT CONTROL POINT 4F = 10" PINE (TYP)
E.O.W. =.EDGE OF WATER P.K. = PARKER KALON NAIL p =SET P-K NAIL WITH DISK N0. LB 6674 TO REMAIN (TYP)
F.F. =FINISHED FLOOR P.O.B. =POINT OF BEGINNING ♦ = FOUND P-K NAIL No. LB 6674
FND. = FOUND P.O.C. = POINT OF COMMENCEMENT 0 = WATER SERVICES
F.P.E. = FLOOD PLAIN EASEMENT P.P. = POWER POLE D4 = WATER VALVE
F.P.L. = FLORIDA POWER & LIGHT P.R.M. = PERMANENT REFERENCE MONUMENT O = SANITARY SERVICE
I.E.E. = INGRESS/EGRESS EASEMENT - PROP. = PROPOSED ❑ , = FOUND PERMANENT REFERENCE MONUMENT 6674
L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT P.T. = POINT OF TANGENCY 0,0
M.H. MANHOLE P.U.E. - PRIVATE UTILITY EASEMENT �` =EXISTING ELEVATION IN FEET
MON. = MONUMENT R = RADIUS =PROPOSED ELEVATIONS IN FEET
> .00
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM RAD. = RADIA 0.00 = DRAINAGE FLOW INDICATOR
PROP.
WATER MANAGEMENT
TRACT N0. 2
t o 0
z
�C
W c�
(A c
D cc
p �➢
c) m c➢n —
�_
N cm
w mA
Vl
W Zm
m
SURVEY
1. THIS E__._.__..._.....__. _.. ..___..._.._...__, _....
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 133 '
WHICH BEARS N 47*43*38" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
S. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHERWIcNOTI_D:,'.
9. ELEVATIONS SHOWN -HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929.
10. LANDS,SHQWH HEREQN',4YE,WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE
R4TE�MAP,RANEVN6. 120265-0275F , DATED AUGUST 19, 1991
11. IMPROVEMENTS IF ANY A -RE AS SHOWN.
12 DATE: OF FIELD PURVEY: SEP (EMBER 24. 2003
CERTIFICATION:
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE 1GNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LI D SURVEYOR AN �IAPPER.
H EL T. KOLODZIEJCZYK., PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 3864
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 `NW
Lawson, Noble & Webb, Inc.
ENGINEERS PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suite 9, Part St. Lucle, Florldo 34986
(772)'878-1700 • lax: (772) 878-1802• emal Inw—pslolnw—inc.com
Weat Palm Beech Part St. Lucie
REVISION FB/PG DATE BY CK'D DATE:9-24-03
BY: JDM
CK'D: MTK
F.B.: PG:
JOB NO.:8652
SLCE: J/6'- r•
zrzs' I 3875- I 2f25'
PA
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sour: •yc• - F.
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w Uri
e
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SCAL£:.ye•_ I• -
9.7
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U -HOLE PAM
1. STOtRH PANEL HAS BEEN O:SICNED D( ACCORD4NCE w, D(E AffA{f/ 04DE CWNTY, 1994 EO/TXry aP TFlE
SOUTH FLOR04 BUA.DI&O CODE.
OESYYTN MV(D L0405 SFNLL BE O=TEAMA'ED AS PEX SECTION 6 L1� ASC'E 7-84 MRH IIO
STi�n m-Ph. B451C RIND S7U W PWIELIS AOEOWCY f LNPACT AND FADOU,2H-( 4TRKUS Wis6v�0MIryiY Cr 7i A(NFNyfO.SSAU, W
MN-�
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2 ALL STEEL SHEET UETAL PANELS S AU H44E(� W94
RY AA AM So.
CR4C_ 44. M'TR( C-90
b CALYAWED STET. OESTCN4RLW & F= 5zJ L-L
h _
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C ALL SC,51 5 10 BE STAIMU= SMEL Jpf OR 316 .SERnz
s. Boca ID BE za24-T4 ALUUM N ALLDr, 011MI¢ED CR SW&= MM xrRr 36 k" UW'WII< MID POINr, 6. AYQLXAW TO WALL M14LL BE AS FDLLOMS (Umas Or owx NO10).
A) 10 E)ZUW POURED CONCRUE
CRETE-FLEX U-SErDWOMAY IAWFACNRED BrLr..P.,/eUrcDEc -
s : 7 cw;_ µ�ANqXntY As "� ED BY ELM YVrn? �c
TANMVA PLUS, AS E/�/ EL,mvla # lomafa 'PANEL14p7E' p7 f/1• p ECCO M.
a RED Jimmmear sLD' AM7Aj Fj wumctURED Br L1:W Y
lFO7ES
ELCO PANELMM IS Z FOR RED EEAO OMMsOCr fS ErAPGT.W ANCROR OR cRDE-na SS4 15. 1 IS 2 J/4:/E� PLUS, f0R
57LOCDSNL RE" 1/� �` wm PWDMNOWMA4NBwn
WTO
AND T- 7HNIHLN< FAR WALLS MRIr NO SHCSVol"S S7Wt BE 1 T/T LOW 7TPI/ M ATOLKD S RI=
AJ) r( a5E imr PREaST � p mmT _ EATsr.
SIul1 M OR P`OM AHChg49 -7 L BE LOW E?WUON CDR PS7RUCNfCB BFAIND SUGf ANELS; M.wv7AGE
uromATm DFr NDrsAr e
(B) 70 E>ZIM CarRETE BLOCK XALL-
- r/4" i rAPmvs & uw-SET UPCon As AWa FACRWED
- 1/4: s r�TE-fux S54 ANrrnvs AY MWOFACWRm BY aCDL E%71? LDfz .
- 1/4' A F 7/6' CA!H-yN ANWORS OR 1/4- a ELCO ma. & 1 $ATIiGNL
Oa- L I r ^ �r a
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,Zr
male "'WELLOE PLUS' As UW-1 CRaPED Br PDAER FASFEMNCS 7NCruELLD Tq7 r6R
- Jam• l RFD HEAD OYN460[T SLEEVE AK']/049 AS /(WUFAC7URE71 or LT.M: BUN,£Z Et�Mr'
D X180 T AND CRE7E-FLX � T CRE7E g B-u47G ECO mab TAT8L 47E PLW. RED NE,1p
62) LAW mu
•
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7/8' CALK-H( ANWORS g{kL 7E DWMELY EUSE� M 71 BE f 7%4:
WF HO EXBETMtENr Wo 57LXW SHVL l COINCRE7r BLOCt UML .
PEFYfT7lSL.7/4' 0-20 SCROM USED
SI/OULO 57ULCD EXC7 5W1L
.
'
a
h
�- 1 1/2' LONC
AND I AWWW FOR WNJS WW NO STUCCa
8-3) lNf
BSHN1 LONG E)XlU�E T ThE BE FDL/NO ON TIE E asma
/Lltf( SDiU'NRE BEINWO WAL{ ANCRORS
INlNC4TED OK NOTES LY Ba !) E B,7,J ABOVE. • ('PANELS ANCl OV X SIWl 8E AS
. ..` b
f
'
10
�"
(C) ANCI(ORS SH4LL 8E DNsrvrm
ANCFXYYS K4NUFACNRER FDflaX54G ALL A< THE RELUITILF7(01W S AND S %MMADOAS OF 7HE
LEC LOVE
SEC: LOaRm-
.093' h
e
7. PANELS IN1' ALSO BE BIl7ACLED fDTLOMII{G
C
I�
6 (SHEET 2 & J OF 9) LXCEPT THAr HFA7;RS
MSrRLARCW tLT4C5 SM7MN ON S 0, 1 iNRU
Q RE6'ERSEO `F` A/dCl ' YIt�L CK sc7 r - - r- r3 a
SCALE:'..
f/4• s JOi &7�
s s•. SOLD R64:IFD ro
AACCE r 9A4CY �I
s om ay SELT"m
n
h
�out•�ia���u���a�■lu�� 0STUDDED ANGLE
--- .
F.
SMM PAi/EL MOAL REVA170M
-
1/4` Mac CAP
l T/4" Ua aP1
F- .f25'
0
o
Ci h
22
FEET ® -KEa_.HOLE kT plf
D AIL f STUD Q/ DIE C4Sf ZWC
NIC'Ka PLATED WINC NUT
4 UWL NOT BE USED.
c IT Mi L BE THE RES'oKWaW ar TIE roF ucroR TD waFr TIE sowmNEss a< S%RU 7L RE
C CREI&�BLOCK OR A; vED To A^ C+o T4cc nur Q LTA STALL mr aE ATriWo R, wH
LDNC
9.57{Ul7T/( LDLIUFAC7URE$ LABEL SN4IL R'- RACED AT BOUVM OF EACH PANEL_ .. _
LABEL SHALL READ AS FDLLOMS
EA57ERN UETAL SUPPLY' M.
LAKE Wp(BL R M@4
LNAR 1N0. COUNIY PRODUCT LDYII.OL APPROVED. -
f = Min. mr
O KEY HOLE 14rASHER
Iran rDi 14- AUDY
By
St. Lw4 Irlanty
APPROVED AS COMPLYING VaH THE
SOUTH FLOR DA BUILDING CODE
DATEOio ZOOI
BY
PRODUCT NTROL DNISION
BUILDING CODE COMPLIANCE OMGE
AOCEFrANCENO. 00-0 j p.
h8WI DADE COUN(Y
24 GAGE GALVANIZED BERTHA AS SHOW
STEEL STORK, PANELS SCALE
L E C [Itis.
EASTERN' -fWETAL SUPPLY /AF(` 7/Lures
Q}YLREAE ANCHORS
(SEE SCHEDU[E)
CONCRETE ANCHORS
(SEE SCHEDULE)
tl Cont
.
ANCHORS
-1
((CRE1F
.
-
no
Ho
POURED
o
3 cant
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CONCRETE
ATE
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I
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I
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i j -
REP"WED
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I
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I
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9 ConL
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! ALL wlOUNUMQ; lfe(STALLAT/Of/
SEC.=Q=�
SC4.E : 3/B• = t.
L D. = EDGE tA'STANCE
(SEE SCHmUCE ON
SHEElS 5 •6 t 7 O,� g
N07F FOR COMBlN47TOH OF SECPORS :
WAU./ELOOR/CEILING UOUNNNG-SvrCTIONS G77[ 8E LY1h/BINEO !A' ANY WAY TLA SU,T AAtI' �ALIANOAL ^-
.a • ar
POLWcZ
REQWRID � I
I
(� � I
MRNLMNLAM I _
SEPAR477(Ni 'S•
to cz.�
A i
( I
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.
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12' Q C
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CONCR Eff
I
R
OR WNCRETE
6
BLOCK WALL
'RE4Ua4ED —
-
h
WNCRETE ANCAlpg W/NUT o Tz• o. a
SGti- T�Or�I� SCACf: J/8'= t•
APPROVED AS COMPLYING N'TTry THE
. SOUTH FLORIDA BUILDING CODE
DATE to �Q Co I
BY
PRODUCT
JTROL DMSION
BUIPGING CODE COMPLIANCE OFFICE
ACCEPTANCEN04�-n919 �
MIAUI OADE COUNTY
24 GAGE GALIAANIZED BERr? A zs sHOWw
STEEL STORM PAWELS
!'L CrCClA[- Atr-rn • 71io1w
CONCRETE ANCHORS
(SEE SCHEDULE)
POURED
CONCRETE
REQUIRED o
is
I FOR LOIIIMTM� TTON'S'
1/{' fi 20 x i 2'�
f SSAfS W/ 7/ x J/J2'
mNG Nur a EYE7iY
OVERLAP O urOSPAN
Y-�
/-20 x Jf4' .. ...—.. f BOLTS W/7/8 X'
3/JZ' WING NUT
0 12' O. C
ALTERAATE
LED COC:AnON
POURED • -�
CONCRETE
OR CONGREW
ROOK WALL
REQUIRED
C4LK-IN OR ELCO male/!,mole —
PANEULVE OR male PANELM47E PLUS o
Qj� Yfj!/{b-20 SIDEWALK BOLT OR a n
CJ /Q1J iY/1/S % 20 7RUSS'NEAD W I—
(SEE SCHEDULE FOR SPACING)
POURED
CONCREfEOR _—
I
BLOCK WWI
REQUIRED—\ o
I
I'
I
I
(SEE SCHEMW
iFat? AmblAw
J �� i 4
h h
WWC NUT O
OVERLAP o MMSPAN
a I a
. I
I
I
� I
POURED
CONCRETE OR CONCRETE
:•'
I , ' I GDNCRErEANCHORS ���///////Y/ /// ` ^u I r
.� % of F-1•Lrui. (SEE SarEOVLE) �j �. _ '; 1• I `ALTERNA7TS 'REQUCTm
a 1 I LEG cocAnoN
20 s s u4cHINE cavcRETE ANctroRs/I i I CALK -IN CONCRETE ANCHORS OLT W/ NUT WASHER PoURID CONCRETE E D. E
0 12' 0. C. REQarrtm (SEE SCHE[Nl u (co
SCE SCHEDUC{) ' . ... , : PQEUW47E OR mole PAN rELAG1 PLUS ..
Cont . PoOURED CgYCRE7E L D. i(/ TWI 0- % slaEBAxK POLJLT BOLT 13UlLD OUT INSTAL I AtIOU - SPACING)
.._ _............_., Y_ cEluN� `QR CEILING
(SEE SCHC FOR
— SECTION 5 CEILIN�4' —'FI pQ{� 1�.0 f1NTjhIG WALL IOU 7ll� . IP Si�4LLATlOt .. D.._:lr :
SCALE: J/e 7• INSTALLATION — SECTION E INSTAL /QN
— SECTION 7 —SECTION 8
SCALE 3/ : 8' t �• SCALE - SCALE : J/tt' = 7•
: 3/e' � T' .
C,nL
1/4' 0-20 S. S. MACHINE
BOLT if/ NUr t WASHER
a 12, 0 C
Coat
CONCRETE ANCHORS
(SEE SCHE XW
POURED CONCRETE \
REQUIRED \l
I
i
T
_ L D. = EDGE DISTANCE
(SEE SCHEDULE ON
7 OF 9)
ECOZ7NEOCI
CBIN4710N OFS7AN��L1410Z
EILING A'C UNTINAelr WAY TO SUf --
I
CONCRETE ANCHORS E. D —
' UREDDSCHEDULE)
i � RID CONCRETE E
II
Ir
t�{• d-20 X
d/{• BOLTS W
f7/8• X 3/J2'f
WWG NUT a
12• R C—
x 12' -
7 • X
uLDST'AN
-{ (SEE SCHEWL )
iFOR ulm&w
StYARAT7LW $•
� ro rxAss
iJ'/4• BOLTS W/
fH12 . a a �
72IR ILf
APPROVED AS COMPLYING IMTHTHE
SOUTH FLORIDA BUILDING CODE
DATE1(Xo/ LO
BY Iff
PRODUCT d6NTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCENO.dJ- 04 (�, f d
s
SIDE WALK BOLTS ARE 3/4 dx3/J27TBa;
HEAD MACHINE scREW W/LFiyGhf
AS PER NOTES A2 k 8.2 (SELECT 1)
TRUSS HEAD BOLTS ARE 1//2"Oxi/B"7TfC'K
NEAR MACHINE SCREW W/LENGTH
AS PER NOTE 42 & &.2 (SHEE( 1)
UlWl WE COUNTY
AS SHOWN
9✓!C£
8AEFEW METAL SUPPLI- LNG T/��
,u m._. --
24 C4CE C4LYANEED BERTHA
STEEL STOP,M PANELS
POURED CONCRETE
CONCRETE BLCw r6ti-
REQUIRED
CONCRETE ANCRORS
/ aT2'0.0
2' x 4' x .125'
3L05-H14 OR 600-T6 ALLOY
'Con[. Alum. ANGLE " —
CASE A (Plan)
SCALE 1/4' = 1'
2" x J" x .09J" JIGS H-14 OR
606J-T6 ALLOY Coot Alum. ARC/F�
WTTN ANCHORS O 12' l G
d 114,
CASE 0 (Plan)
SCALE 1/4- = 1'
POURED CONC17L7E .:.
OR
CONCRETE BLOCK WALL 'mom S .
REQUIRED \ lfax
POURED CONCRETE
® CONCRETE BLOCK gALL�
REQUIRED
�2 " Afro.
t CONCRETE ANCXORS z5w
72" O. C. � .
e O 9
`J�OOR
® I.000
2 'MO ` \ O4 O OR O OR ® 2" x 2" x 055' TO ALMlEW glE LEC LOa4WN
2' x 5' x E OR Cont
OR ® Num. ANLXE OR �
.050' 3105-H754 sjI ET'
V4' s Bar 4' x 4' x .022" METAL Ah' B� PLATE
0 2S' O. C. 31Q5-H/4 OR 600-TC ALLOY
W/.Kp(NUF ConL Alum. ANCLE .. _ .
CASE B (Plan) CASE C (Plan)
SCALE. 1/¢' = Y
SCALE 1/4' = I'
i
END CLOSURES DETAILS MAX�MU DESIGN PRESSURE RATING(p„s,f.) AND
CORRESPONDING MAXIMUM PANEL LENGTH 'L " SCHEDULE'
.OF
R �°
'fL1X!lAUM DE'SION
PRESSURE RATWC
Mm PANEL UWcw
L (N,)
NINIAIU.{T 5£PAf1ATlDN
APPLICABLE TO
ONS
_ = ....__ r .._ _. _ ... .. .. .___.....
........ _ , .. .. .. .... .........__
...._,:.._.w.(P_•s-C•)
(SEE SECiJONS). _
....
_•__ •. W CLASS... . _
Q7!lf@�Jf4 •.._
fF
..._ _. _..
War. .
+56.0, -76.0
7'-6' OR LESS
i,Z,3,4,5 do 8
+60.0, -70,0
>7'-6' TO W-6'
3'
1,2,3,4,5 & 6
POURED CONCRETE
+66.0, —76.0
7'-6' OR LESS
3 3/4'
BLOCK WALL
.
6 7
Y EDUM
3/4'
6 & 7
- -L E 'C o
APPROVED AS COMPLYINGVNTHTHE
SOU1H FLORIDA BUILDING CODE
DATE 0
BY
PRODUCT C NTROLDMSION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO.(Y) (�Ip
MtWl DADE COUNTY
24 GAGE GALYAtVfZE-0 BERTT-!A As sNOWN
SMEL STORM PANELS scALE
EASTERN METAL SUPPLY, IMG 7/7o�00
.
LL'-969f LDN
W (..fi
F
-61.6 1i•
12-
12-
12•
12-
12'
12•
WA
1A4"
1
rz'
11'
12-
12'
fi 12"
r2•
i l2•
Yj
72'
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FOR ANCHORS TiPE & SPACING FOR
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APPROVED AS COMPLYING
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DATE Y,/ NGCODE
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FOR ANCHORS TYPE & SPACING FOR
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APPROVED AS COMPLYING WfTHTHE
SOUTH FLORIDA BUILDING CODE
DATE O 7
BY
PRODUCT C OLDMSION
BUILDING CODE COMPUANCE OFFICE
• ACCEPTANCE HOOD -001 I .10
4
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GENERAL NOTES;
1. S7ORAJ PMTL R(S aM1 D(SFICV N ACYU'd]NCC YIM ffQr O.DC COUMY, f,CI M XW
OF T)c SOUTH rrowl, R. )z c mF
(L`SA7/ VWD LWOs S-a el' ncxv ia, AS PCR SLCTOv 6 O' ASCC )bd, mm IIO mP-A.
8ASC VIHD SPEED.
Acr
A7RL SLL'TXAYS 7] SIXi IJI H6PCGMLY ADOK +ICHfXN+CD GYwC As P(Sx �Wflt
LAB A cf / lonxl-AL AL(RA'hV 7LTf .
2 A(L ALLWwDM -V aT MCM 7fA'41SN1K 30.7Z-IUI ALLOY L1P JCOI-KII A,LD,
S AL( NLLV(ix/ Ly vp ,S SLILL or 606J-JS AL(pr U/ cys OnCAY1fc 1:nlLD.
ti ALL SCREA'S TO ✓E STA'ALE3S.S7EEL .)01 LIP JIB SMM
14 S EYILTS 70 DC 7071-Ti Atow X10Y, C2MLMZCD QR STNML33 snIL Mnl Jd id AWa W
Y2LD
G A4ClvgRS gs TO DYc SPLL BC AS rDLLQYS.ESS - (UALOnYA1fLSC M01CO)
(N rD ExaTnc Poop mwA><T[
- 1/4' • rAP00.4 XCHORRS AS MV&FK1Lf96D BY U.W. %A ff M 11CO T9USMM
TA^- AMJK145 (BORRH STVO{OR). AS "~ACT CD IN rAU- , T CYygPoiPAr(1/.
- 1/4' I RAAL ZW H "AAO'R AS A[L'AIrACRwCD Br MC RtA( lKlr nv; R
1,LLIIPANI; R:C
BY mr R
- ! 1 , 7/d' AM CALK-N A%aAm L LLCO mo a f m 'P,NDAI{I( AS ANMFAGn1Rm
AM lb/P.WY AAb LLCO RLTU3 im RLSPCClASLY.
HORS:
AI) LULm,, L& �NID LLOML AADlU LTr � \CoV AI `IS IS I J/1-: TM RAML Z.WAC
A]) 7/d MYL CN.C-H 7CS d f 7/d'TA7. AIm TY C rA _- 74 AMTORS IS f 1/1 AM?cAf- sH eC LHR4Qr (LBLDLYD M
AD DIJ MD
/ara DSTLCTO ALL SC pC) MT7M 7M Pot.RID L13�GPrfL
114' 1-70 STRLXS use SIWI DE 1 I/T' LOAC AN W SHOLLD SILCOO Mr. AND I'
m"Aw TOR YALLS Mnl 1RT STLYCIO.
AJ) '" C- r 7Mr � S7o'1C PRCLAiT CL3`.CRETE PANELS OR PAWLS SC r%L oV IW
ASS 7LW 8O01D SECH NCHO BC Snq ESC AS TD )CAW RL NV7I
A'�7-S AAOX.WAGC SLL4( of AS HtYG1TM ON A07a A I) • A2).
CUSYM CMIREX EXXX MALL
/- R77S - I/! 17AR'TAy A%ClCfiSAS A1NrtCACIU4[p 8r (TM AN cr CYt LLLD !.Df7S➢P6i .i. R 125' - I/! ♦ [r rA^{ A%twRS (BLRRN nvo-CCH)..,Ac 1INAdAD'RAT[D Br TRu{ASI¢LYjppq(.�Iw. - f/! 0 RAIN. ZAILAC lf1LH':V.dAaPS AS IZA4YACTT/{!CD or 7hE R/ML KIM
ON
—T M1 VRML PLErc VL LD A -N AvalL1Rs CN Etm fllof ma A r . -PN¢ wr As yA, WrIvtm
.+eL7s7REs. RnPLT:mtxr.
S0O• NOTES
flf) Gqp- N LI1BCDlaw x ixoL AALJ"IQq$ L RE I V4 ILIC+( aM PAYaWAA'=Nb Cr TM-
a°w. wro R= DQ/oTErE �a7r uar srw.L RE 1 1/r.
&2) 7/2r RAMC CiLR--N A%OV 4S y,,j SC LHTVar EVSaCo "M 71AC QYipf[fE (iDCI( [AWE.'
1 . � SS'lL�CrL'Y) ss L BE paw"m0. D-V
DNIaUi l(1P W1($ HAI I.DSTSTLCC'o. LQ1>; DYLAWN Lr UD SILO '!]S/ ALID I'
SJ) W Sc QR PRECAST
AN(LCAurEllo�r)NT PRLL57NILLSr xSTMLLb,G OiOfT,(f roccvvtLTE PAAFLS or rDLrDtur,L nt /aLrr7,G
PMEU AMTpTALFSHILL BE AS AIQTJIUD :TItC7 Il STR(RTUR�„�y�:-iWl
BRACKET (D) ,A,�� s(ai R STALED AgTcs �+ flI) r LLy A6Lb{,
or 7NC ArKyfO'iS uV/r,ICR.RtR�LOAac ALL lY nrE'RfLUlna7rgAlA]`lS -VI. Y1CAnCVS
+�t a cs aT 2�a a mrr77RAALTY FOLLODWC, NSTA(UACW DCWLS SW*W,0H,irc XNPS ..
e. T Sit1f. !tE TNf MMVm 6Dfr CF. TIC ,,MT =W TO"K7N.Y NC 50LNtlnLSS�AL S]AI:CTLRC
W19W s CR:6 M W'AMOr M Ns,wC PRCwtR AAOp/pALY, nos sHtmr a ^ Lwimc
ATTACHED TO CQ)CRCTC BLOCK'OR RVW F1MUE
9- SM/RrR ANM.FACTUROM LA&n S VL 9C PLACM AT STrTOY Cr O;jeh LOU STALL RCW As MUOAS
CASTCRN YEUt SL.FPLY.
WX if TR( lLORD4
DALE' COLNTI- PROMCr CDYrAM APPMhLD.
PRODUCT RENEWED
ACCFXrANCE Nn UO= O�,
DgTE O O 2003 APPP09ED' AS COIAPLYDIG WIN TIIE-11-.1Ts7k1M1,0N
�,SOUIII FLORIDA DUAMIG CrjqqQ CONTROL DIVISION D11TF r-� �E-Y�_.OU19U
BULIDINGCODE COMPI.1gNCEOF77CE DY_��,
PRODOCT COIiI ..,L D
h
DuaD:r;G CODE COMM rrrlcL ACCEPTANCE NO.7.O_'OJ��
I F
® 2" x 5" (Max.) x . 125" ANGLE
s : 4/6' . r
iL ECO INc.
'JT TESTING h ENODACrRLMO COL/
MAL7ER A )7LL1r Jr. P. E.
0.050" BERTHA STORM PANEL
EASTERN METAL SUPPLY, INC
Jem 2J.q A.w sTwlH
L v0an7 n JJ16,-J717
DADE COUNTY
- AS Sl+Y711'N
scA(c
7/i/ue
(L42
98 - 172
DRAMHO No
CONCRETE ANCHORS
(SEE SCHECULE) \. b
POURED
CONCRETE \ —r
REOUIREO 6 \ b
r-(SEF SCHEDULE)
FOR M/SCHE
SEPARATION -S- TO
CLASS OF WINOOW
OR S. G. 0.
�
POURED
I I
CORCRET.C:?.
OR
CL-VrCRETE
BLOCK WAft
b
REOUIRED M
/
I:z
CON CRETEMNCHOR5 /
/
(SEE. SCHEDULE)
B CI
w
POURED J
CONCRETE'
OR CONCRETE
BLOCK WALL
REOUIREO
CONCRETE ANCHORS
(SEE SCHCDU(.Q
POURED
CONCRETE'
REOUhR£0�
\ 6
�i
Cml.
f— (SEE SCHEDULE) -
FOR MINIMUM
SEPARATION -5- TO
CLASS OF WNDOW
OR S. G D.
1/f 0-20 x J 4-
BOLTS W/ 7/6/x
J/37- WR.0 NUT o
12' O. C
Q
POURED Q
CONCRETE
OR CONCRETE III
BLOCK WALL
REOUIR£D
CONCRETE ANCHOR
(SEE SCHEDULE)
CohCRETE ANCHCWS
(SEE SCHCOU[Q
POURED
CONCI E7E
REOUIRED� o
W
R
1
��
POURED J
CONCRETE
OR COtCRE7E
BLOCK WALL
l
REOU7RED
SECTION A ANCHOR WALL MOUNTING INSTALLATION
SECTION 2 SCALE-:,-
w
h
9
1 f' 0-20 x
7/6' x3% Y/ yq
Mc NUT O
12' 0. C. W
- 4
ao x
T
^
ly)Com
SECTION O STUD
WALL MOUNTING INSTALLATION
SECTION I .SCALE : J/6-
: DETAIL OF SEC770H O STUD VAUO ALSO FOR
WALL MOUNTING INSTALLATION - SLCJ70H 2 (ADP)
E D. - FDCE DISTANCE
(S££ SCHEDULE ON
SHEETS 5 t 6 OF 6)
0
— (SEE SOt£Dl/LE1—
FOR M/n. SEPARAIXXI S". TO
GLASS IY WINDOW OR S C.
L f I-20 /ri""
J/J2- WW JG NUTxe
rY o. C. —
/ 5 CmLrr
CONCRETE ANCHOR L
(SEE SCHEDULE) -
BUILD OUT INSTALLATION
SECTION 3 scttE: J/e _ 1
NOTE FOR COMBINATION OF SECDONS ,-
WACL/FLOOTj/C£lUNG L10UNTVIC SEC770NS C4N BE
COMBINED IN ANY WAY TO SUIT ANY INSTALLATION.
=5
ConL
CO,,CRor N&7AR5
(SEE SCHEOULQ
CONCRETE
REWRECOHRED � d
Vi
r
I
II
I 2
a
I. o177
I'
1
O
POUREDCCAU
BLO CR£7E
OR CONCRETE
BLO7C WALL
IREOUA7£p
Li I COACRE7E ANCNO R
(SEE SCH£pUIE)
0
I
n. SEPARATION 'S' TO
OF WINDOW OR S. G.
r 1" I-20 x J/4-
i MW NG7 Au x0
IY O. C
I
A --- (3) Copt.
7' Yma`
bjYf- /-20 M. S
O IY 0. C.
BUILD OUT INSTALLATION
SECTION 4
PRODUCT RENEWEb
ACCEPTANCE Nm 00 — 0 6 0 2. O T-
EXPIRATION DATE 0 As O ZIL
oo
PROD CU14 UL DIVISION
MU DING CODE COMPLIANCE OFFICE
��6s� cE1L
TES7AYG t ooCvEE;tvIG COY
SCALE: J/B- - I -
APPROVED AS COMPLYING YITII TILE
SOUTH FLOP.II)A BUILDING CODE
By
PRODUCT COitlk(IT OIV!S"ON
BUILDING CODE COMPL.ANCL OfilgE
ACCEPTIINCf
DA.D£ COUNTY
0.050" BERTHA STORM PANEL AS sue""
SCIIC
ATr
:EA:STERN METAL SUPPLY, 1NC 7DAlC98 - 172
DRAWIHO Nv
WnTCRN TXLIT Jr P. E
�yI
CUT`PANEL
�� Yirt
2- r 4' r .125- '
J705-H1-4 OR 606J-76 ALLOY
CunL- Alum. ANCLE —
CASE A (Plan)
SCALE 1/4' = I"
2' x J- r -093" J105 H-14 OR -
606J-T6 ALLOY CO4t Alum- ANGLE
WIN ANCHORS 0 12- O. C.
POURED COHC%?EIE
OR
CONCRETE BLOCK WALL
. REO(Mro
L
CONCRETE ANCHORS
D 17'O-C-
7
CASE D (Plan
SCALE 1/4' = 1
POURED CONCRETE 1 4
OR p
CONCRETE BLOCK WALL VART£SSJ'
REQUIRED \ I
I
/ 1 OR O OR
\ hg OR O/ OR O OR
1/f > BOOT l- x 4' xJ.072-
0 2! O- C. J705-H14 OR 6063-T6 ALLOY
W/.14OIWOT Cont Al m. AAGYE
CASE B (Plan)
SCALE.- 1/4" = i'
END CLOSURES DETAI
OR fD CONCRE7F
CONCRETE U_OCK IK+LL
REOLagCO
r-2.5�'
Q7 Ul ANCIKARS
0.
e lYO-C � r
2" r 2- x A55- TO II ALTERNATE LCC LOCADON
Y r S' x .055- Cont
.Vum- ANGLE OR
l-
.OBO' J10.5-HISi SrlfFf / \
METAL Alum. BENT PLATE
CASE C (Plan)
SCALE 1/4" = 1-
MAXIMUM DESIGN PRESSURE RATING -W
S.f_)
CORRESPONDING MAXIMUM PANEL LENGTH "T,"
-
MAXIMUM DESIGN Abx- PANEL L£NG1H
PRESSURE RA77N6 L (TL)
W (P•x-C)
(Sir S£CRONS)
+65.0, -77.0 8 =d OR LESS
~
+65.0. -77,0 >8'-O- TO 9'-0"
PUURED CONCRETE
+62.0, -73.J >9'-0" r0 10'-0"
CONCRETE BLOCK WALL
\ REOUARED
PRODUCT RENEWED
- -
ACCEPTANCE N- n0 - O�Fi p `[fib 4-
EXPITLATIOND.ATF, og O Z,o03
FRODUer CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
/ 7IlL
EC
iLlli TT377N0 2 T>£R!!I0 LL'4)PAHY
R. .uIu
(Jmuxi_liJr
N%LTER A 77LLIT Jc P. E
APPL.GIBLE TD.
MMLMUM 50PARA7KW
SEC770 E / t
TO CEASS
ANY COMBMIATKMI
OF THEN
2 1/4'
1 THRU 8
3 11/16""
1 THRU 8
J 7/8"
2, S. 7 & 8
APPROVED AS COMPLYING %V;Tll TIIE
SOUTN FL RIDA DU!LDING CODE G
DAT�Ir�IDLBy
FRO
OULT CLIN Ii01 D1V:S ll;l
DURD;KG CODE COF,,PL:Lf:CE OF110E
Arcr; I:,;rLL r;n.48=0811_/ �
0.050" BERTHA STORM PANEL
EASTERN METAL SUPPLY, INC
.taco zvv. A,.. soum
LAY( xuRrx, n JH61-.U,T
LADE COUNTY
AS SHOWN
SCALE
71J196+
OATY
98 — 172
rW DRAWHO Hu
'MA-AWUM DESIGN PRESSURE RATING "Ir, (P_S.L): AND CORRESPONDWG MAXIMUM ANCHOR
SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE•AND C.B.S. STRUCTURES
=D.—=-EDGENCf
MAXIMUM
DESIGN LOAD
W (p.r.L)
llAXIUUAI ANCHORS SPACING FOR C. - 0. - J )/r 11APP(1CA6LE
TO
S ECTIONS { d'
ANYCOmal/lA 70N
OF THEM
AlAXINUM PANEL
LD.GTH -L- (It.)
7APCONS
TO CONCREM TO vASONRY
RAWL Zt1tAC AWLIN
TO COHCRETE TO MASONRY
BAWL CALK-W
70 JoNCR£IF TO 1JASOi'R}
CF TAP -GRIP
'T77 CQVGRE7E 707 MASONRY-
PAuELyATES
-TO-CON CRE7F TO "ASONRr
_
a
N/A
4'
N/A
8"
N/A
5'
N/A
J 1/2"
N/A
1 (TOP)
12'
70"
12"
12"
12'
8"
11"
11'
1 (BOTTOAT)
12"
N/A
IY
N/A
72'
N/A
12
N/A
71"
%!/ A
2 (TOP)
12"
a'
72'
10-
12"
12"
11-
8"
11
11"
2 (BOTTOM)
12-
N/A
12'
N/A
12'
N/A
12'
,N/A
JI'
N/A
3 (TOP)
12"
8"
1Z'
10"
12'
12'
12'
6
11
17"
J (BOTTOM)
+55.0, -65.0
12"
N/A
12"
N/A
12"
N/A
!2"
N/A
TI"
N/A
4 (TOP)
9'-0- OR LESS
12"
B'
12'
TO'
12'
12"
12"
8'
11'
11-
4 (BOTTOM)
12"
N/A
12'
N/A
12"
N/A
12'
N/A
11"
N/A
5 (TOP)
72-
8"
72'
10-
12'
12'
12'
8'
11"
17'
5 (BOT)-OM)
11 1/1"
1J/A
7 1/2
N/A
12"
N/A
8 1/2"
N/A
6-
N/A
6 (TOP/BOTTOM)
.10
N/A
N/A
N/A
6 1/2
N/A
N/A
N/A
10 1/2-
12'
MIA
12"
7'
12"
N/A
6"
5"
6
6'
"N/A
7 (TOP/BOTTOM)
6"
8 (TOP/BOTTOM)
1-55.0, -65.0
6"
H/A
6
N/A
6
N/A
6" .
N/A
N/A
2 (TOP)
9,-0- TD 10' 0
6
6
6
6-
6
6"
6
6
6'
6-
N A
/
N/A
2 (BOTTOM)
6"
6"
N/A
N/A
6"
5 1/2"
N/A
N/A
6"
6"
N/A
N/A_,
5-
6"
N/A
', N/A
5 1/2-
4 1/2
6 (TOP/BOTTOM)
7 (FOP/BOTTOM)
N/A
N/A
N/A
N/A
6'
6"
6"
6'
6"
6"
8 (TOP/BOTTOM)
* SEE SHEET 7 & a OF 8 FOR ANCHORS TYPE & SPACING FOR
INSTAUA77ONS INTO WOOD FRAME 6UIL0/NGS
MAXIMUM ANCHOR SPACINGS ARE VALID FOR J 1/2" EDGE DISTANCE
FOR E. 0_ LESS THAN J 1/2-, REDUCE ANCHOR SPACING BY
MUMPLYWC SPACINGS SHOW ON SCHEDULE BY THE FOLLOWING
FACTORS. (Min. E 0. FOR RANI CALK -IN ANCHORS & FICO
PANELMATE 15 2 1/Z").
ACTUAL E. D.
FACTOR
7A1CONj7µµC MUNI
PANLLWTFS
RAK CALK -IN
CF TAP-CSP
J"
.66
.75
1.00
2 7/2"
.71
.50
.80
7
.50
PRODUCT RENENVED
ACCEPTANCE Nm 00-0 6 0 Z - 0 ({-
EXPIRATION DATE 08 07 ?j POj
By -2
PRODMT CONFTROL DIVISION
BUU-DING CODE COMPLIANCE OFFICE
'L. IEC®IN..
JT TLS7A 2 DKY/LTJNNG COY
.at .mv sc. s. siL rm .a wero¢ n
APPlIvED AS COIAPLYINC {PITH TIIE
SOUTH FL.NIDA DUILDINC CODF.
DATE_ D
DY _�
�98
i. �
P80DI1CT 7.ON.17i DIV:S'ON
CODE COMIMAKCE- UfF CE
0.050" BERTHA STORM PANEL
EASTERN METAL SUPPLY, INC
3EW lJrt M. SWn!
DAD£ COUNZY
AS SlA7WN
srwLi ...
t DA 7'T
DA
98 - 172
DRAWINO Hv.
MAXIMUM DESIGN PRESSURE RATING "K (P.S.f.) AND CORRESPONDING MAA-IldUh! ANCHOR
SPACING SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C,$.S. STRUCTURES x
=EDGE,?I-T)-lMNC-E-
MAXIMUM
DESIGN LOAD
11-11"JM ANCHORS
SPACING
fOR E. 0. -
3 1/2"
.ipP[ICABfr TO
SECTIONS / h
�OF IHOATICIN
MAXIMUM PANEL
_
[£nGTH L (It.)
TAPCONS
TOCONCRETE
TO MASONRY
RAK ZA.VAC
TO CONCREIF
NNLW
TO MASONRY
RAri2
TO CONCRETE
G[X-pJ
TO NAS"y.
'.•..CF TAP-CR1P
TO CONG7E7E
."
TO NASQ"WY
.. PANEIJWTES
TO CONCRETE
TO MASONRY
..
+65.0. -77.0
6
12 _
N/A
T
3'
ii"
N/A
Li
6'
12-
N/A
10-
3 1/2-�
12-
N/A-
'B 1/2=.,
2 1/2-
'9 1/2
N/A
9 I/2-
i (TOP)
1 (BOTTOM)
9'-0" OR LESS
12-
N/A
71"
N/A
12-
N/A
12
N/A
9 1/2-
K/A
2 (TOP)
12-
7-
71'
8'
72"
10-
12-
6. 1/2" .
_9 1/2-
9 1/1-
2 (BOTTOM)
12-
N/A
71'
N/A
12'
N/A
12
N/A
9 1/2
NIA
3 (TOP)
)
12
7-
11'
8"
12'
10-
12-
6 1/2-
9 1/2'
9 7/2
3 (BOTTOM)
12'
N/A
it-
N/A
12"
N/A
12-
N/A
9 1/2
N/A
4 (TOP)
12"
7'
11'
8'
12"
10-
12-
6 1/2-'
9 1/2"
9 1/2
4 (807TOM)
12-
N/A
11"
N/A
12'
N/A
72"
N/A
9 1/2
N/A
5 (TOP)
72"
5 1/2"
9 1/2-
6 1/2-
72-
6-
70-
S.,...
7 1/2
7 1/2'
S (BOTTOM)
9 1/2"
N/A
6 1/2"
N/A
10'
N/A
7"
N/A
NA
/
6 (TOP/BOTTOM)
8 1/2_
N/A
S 7/2
N/A
8 1/2"
N/A
6"
.N/A': ::
4 1/2
N/A
7 (TOP/BOTTOM)
N/A
N/A
N/A
N/A
12'
6"
12-
. • 6-.. ..1 ,
; 6-
6-
6 (TOP/BOTTOM)
6'
N/A
6'
N/A
6'
N/A
6" _
N/A._.;
' 6'
N/A
2 (TOP)
+62.0, -73.3
6
6
6
6"
61
6'
6-
9'-0' TO 10'-0-
.
2 (BOTTON)
6'
6-
N/A
N/A
6'
5'
N/A
N/A
6-
6"
N/A
N/A
6"
5 1/2'
N/A
FI/A .
5- ..
4-
N A
/
N/A
6 (TOP/BOTTOM)
7 (TOP/BOTTOM)
N/A
N/A
N/A
N/A
6'
6'
6'
6" ;.
6"
6"
8 (TOP/80TTOM)
SEE SHEET 7 & B OF B FOR ANCHORS TIDE & SPACING FOR
/NSTALL4TIONS INTO N900 FRAM£ BUILOAVS.
MAXIMUM ANCHOR SPACINGS ARE VALID FOR 3 1/2" EDGE DI57ANC£.
FOR E. D. LESS 7TWN 3 1/2". REDUCE ANCHOR SPAClVC BY
MULTIPLYING SPACINGS SHOWN ON SCHEDULE RY THE FOLLOWING
FACTORS. (Alin. E 0. FOR RAW[ CALK -IN ANCHORS & ELCO
PANELMATE IS 2 1/2').
ACTUAL E. D.
FACTOR
TAPCVW1rustic 9WN/
pANELNAIFS
RAM[ CALK -IN
Cr W-MP
.75
1.00
2 1/2"
.71
.50
.80
2'
.50
PRODUCT RENEWED
ACCEPTANCE Na OO�
EXFMAT70.1 DATE O O Zau3
gy
PRO C * r'ROL DIVISION
Bt11LD040 CODE COMPLIANCE OFF)CE
APPSUVED AS COMPLYMG WIN ME
SOUTII FL ,'IOA OUILDRIG CODE
PRODUCT CONIIWDIVS!�+
DUILDin CCOE CIIAIPI.AAM Oillff
ACCEPIANCE N0.99=QU1 I f�
0.050" BERTHA STORM PANEL
IL ECOmc. EASTERM METAL SUPPLY, INC
x� 2J A... SOVM
_ 7RL? 7L3'TJNC t ENCm+ECawc COMPANY ws urnnf, rt JJ/6r-.VI>
DADE COUNTY
AS shuts
SLILE
7%1/➢d
98 ��17
Ml6 -20W UE) ll l0 GUUMEAM ALUMINUM HHUTTER
4nn-j7-6UU3tjbUJ U9;67 UUpbjgoAA AhUMjpUIl a M 1 10
Jan 15 w m isa
0
EMSLW
JmAjLa1914U
5015804790
P, OOZIOOZ
r, Uul(UUI
p.I
GENERAL NOTES: N�°F"
TYPICAk ELEVATION ��a+a�r.r.�rs
1. 7N? t1eLu ►,wa sri� K Di % Cum Kr,C
N ACQOfCNIq Ifpf hi' �N.. /L01TID,a BI�SDf1f0 OOOC
s. uCi � ooxt�,t�ipv �MM.•�no�m 2� ru; _ , � -
CKYAMIID
M �A Pam EGF Ew rave
$IM Em. mc. 24 GAGE GALY. STEEL 5
AMP Loamy
PqpxR . %,
02--08080 1 & / JK
LEGEND:
A = 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. = EDGE OF PAVEMENT
E.O.W. = EDGE OF WATER
F.F. - FINISHED FLOOR
FND. = FOUND
F.P.E. = FLOOD PLAIN EASEMENT
F.P.L. = FLORIDA POWER & LIGHT
I.E.E. = INGRESS/EGRESS EASEMENT
L.S.S. = LANDSCAPE AND SIGNAGE EASEMENT
M.H. = MANHOLE
MON. = MONUMENT
N.G.V.D. = NATIONAL GEODETIC VERTICAL DATUM
�0
Ip C 0
N
W O00
m N ="
Cn
rn
w mM
Dm
Cn
w zm
n (1)<
rn
P.T.
N.R. = NOT RADIAL
O.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 UTILITY EASEMENT
R = RADIUS
RAD. - RADIAI
\�i
Vol
C
PROP. p�h
O.S.T. NO. 4
JJ
D< 7pT�`4
�1,rk,Q";91so
.*.Jb`j
2e.32 \ 0
\ 2e.521 a \
A
\ y-y
6.
,
\
\ \ NCO CFO
\ 90oCGj
\
N06°44'40"W
119.59'
,,— P.O.C.
S.E. CORNER
TRACT 1
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
O = SET 5/8" IRON ROD WITH CAP NO. LB 6674
O = FOUND 5/8" IRON ROD WITH CAP No. LB 6674
= FOUND PERMANENT CONTROL POINT
- SET P-K NAIL WITH DISK NO. LB 6674
♦ - FOUND P-K NAIL No. LB 6674
0 = WATER SERVICES
x - WATER VALVE
O = SANITARY SERVICE
0 ❑ = FOUND PERMANENT REFERENCE MONUMENT 6674
�\ = EXISTING ELEVATION IN FEET
0.00 > = PROPOSED ELEVATIONS IN FEET
�A—► = DRAINAGE FLOW INDICATOR
I•v'(?1J
N@sue.0
M11111
\ PROP.
WATER MANAGEMENT
\ TRACT NO. 2
\ 20
� \ / A 4
\ �0A
PROP.
O.S.T. NO. 4
.qCp
PROP.;.
q9. Cori Ys. O.S.T. N6 4
O.v�'vLi^
SET 5/8- IRON ROD,
WITH CAP WITNESS
CORNER LB #6674
o 1,0' OFFSET -
O = ELECTRIC SERVICE
A = CATV `
1{X = LIGHT POST
t$ = I I" PINE TO BE
REMOVED (TYP)
{c = 10" PINE (TYP)
TO REMAIN (TYP)
�T
\ \ za.00:
\ zszo,
NOTE: * = MEASURED TO END OF BOARD \
SURVEYOR'S REPORT:
I. THIS SURVEY IS PREPARED FOR RESERVE HOMES, LTD.
AND IS NOT ASSIGNABLE.
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
RIGHTS -OF -WAY OF RECORD BY THIS OFFICE.
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 133
WHICH BEARS N 47"43'38" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHERW.ISC NOTED. �.r(
9. ELEVATIONS,SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929.
10. LANDS SHOWN-NERECN.LIE41TAIN ZONE X ACCORDING TO THE FLOOD INSURANCE
RATE MXP.PANEI. NO. 12029540275F ,DATED AUGUST 19, 1991
11. I!�4PROVENIEN?S� IF ANY.ARE'AS SHOWN.
12 DATE,'OF FIELD SURVEY:-SEPTEMBER 24, 2003
CERTIFICATION: i
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
P:\600-699\B652\CAD\1_0T
St
2OF2
Wor,(s
a6'd 91676
01/08/2004 09:44:32 AM EST
MAP OF BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 `N W
• • • • •- • • • • • • • •••A -
Lawson, Noble & Webb, Inc..
ENGINEERS PLANNERS SURVEYORS
590 NW Peacock Boulevard, Suile 9, Part SI. Lucie, Florida 34986
(772) 878-1700 • lax: (772) 878-1802• emo0: Inw-pslolnw-inacom
West Palm Beach Port St. Luele
REVISION FB/PG DATE 1 BY CWD DATE:9-24-03
FORMBOARD TIE-IN SURVEY 1-07-04 JDM BY: JDM
CK'D' MTK
F.B.: PG:
JOB NO.: B652
BP #: UO'?16 ,�26
DATE FILED: nly
PLAN REVIEW FEE: RECEIPT NO.: PERMIT NUMBER:
ALL INFO MIST BE COMPLETE tit FILLED IN TO BE ACCEPTED
���t coGy ST. LUCIE COUNTY PUBLIC WORKS /
BUILDING & ZONING DEPARTMENT A ) 0do
2300 VIRGINIIAAVENUE
,
'20p10Q' FORT PIERCE, FL 34982-5652' I
561-462-1553
APPLICATION for BUILDING PERMIT
CERTIFICATE of CAPACITY/ZONING COMPLIANCE
Y15-0 /(00 PROJECT INFORMATION PSL
S:
1. LOCATION/SITEADDRE BLD kZs CA,RNou%-rtg PLA==�E 39986
2. S/D NAME: 'eC-,A- \AL -_AC M SITE PLAN NAME: 'C �rLV_
O
O� l�OoO , GO1 1
3. PROPERTYTAX-'ID#: 33ZfI^--C�o�3 %a
4. LEGAL DESCRIPTION (attach extra sheets if necessary): Sam Smrp iR`.I
5 PLAT. 6 PAGE 7 B K 8:: LOT
BOOK 39 NO 31 3A ebb OG . NO. i 33
9. PARCEL SIZE: 9QFT. l 12�`j LOT DIMENSIONS I g X
10. SCRIP ONOF CONST UCTION PROJECT OR WORK ACTIVITY •
/� 07 10 (L Cy MLIC rl'
11. SETBACKS (ACTUAL) FRONT: BACK: RIGHT- LEFT
1.0� / SIDE O SIDE: -- �
12. TYPE OF CONSTRUCTION (Check all appropriate boxes) �—
[)d" NEW CONSTRUCTION [ ] EXPANSION/ADDITION [ ] INTERIOR RENOVATION
old' RESIDENTIAL [ ] COMMERCIAL [ ] INDUSTRIAL
[ ] OTHER (SPECIFY)
13. DESCRIPTION OF PROPOSED USE: Rs s Ba-"A L_
14. Sq. Ft./CONSTRUCTION: [Z. ao-LA 15. Sq. Ft. 1st Floor:
16. VALUE OF CONSTRUCTION: $59 7 o0
JJ
The value of construction Is used to determine the amount of penult fees to be assessed. SL Lucia County reserves the right to question and/or modify the
Indicated value of construction if it is demonstrated that the submitted figures are not consistent with similar types of construction activities. If the value is $2500
or more, a RECORDED Notice of Commencement must be submitted with this application.
SLCCDV Form No.: 001-02
OWNER INFORMATION:
NAME: - C\�S13-t�\I♦� L{`6tvlgS L.-i"� 3 L .'�.
ADDRESS: l�obt %bTQt� PL.L�C� SUtY� i0�
CITY: VABS'T' N fkL,K Ba.AG14 STATE: L•
ZIP 3346 i
PHONE (DAYTIME):
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFF
BELOW. ERENT FROM THE OWNER LISTED ABOVE, PLEASE FILL IN NAME AND ADDRESS
FEE SIMPLE TITLEHOLDER: N/A
ADDRESS:
CITY:
PHONE (DAYTIME):
STATE:
ZIP
CONTRACTOR INFORMATION, „ -
ST. of FL REGJCERT #: G+/$C. e5LNz>81 C7 ST. LUCIE COUNTY CERT #: ('ZIoSC�
BUSINESS NAME: {�CCI_TC@R S1---K1a-rLsL-2si. r'hbNl.E� 9 �mc-
QUALIFIERS NAME: �l�t3tiR'T', J '
ADDRESS: ilav tAW Rs SARN 144 peHZNc—T_,-Rpcf -
CITY:
POKC'
S_r
LLV_tW_ -
STATE: MP 3448�
PHONE (DAYTIME):
CM
�og'�
'Li�O3
�'FL
i FAX NO. �—L46b,�
ADDRESS:
CITY:
PHONE (DAYTIME):
3ONDING COMPANY:
4DDRESS:
:ITY.,
MORTGAGE LENDER:
%DDRESS:
:ITY:
iIS2Z> bdScoRe�Lv ' tBLv�' sL �3
Igor) 4151
STATE: .�L - ... ' - -ZIP
STATE:
STATE:
zip
ZIP
IMPORTANT NOTICE: When a permit is issued and it is not picked up within 60 days
after notification it will be voided and returned to you by mail.
CERTIFICATION:
This application is hereby made to pbtain a. permit to do the work and installations as indicated, and to obtain a certificate of
capacity, if applicable, for the permitted work. I certify that no work or installation has commenced prior to the issuance of a permit
and that all work will be performed to meet the standards of all laws regulating construction in this jurisdiction. 1 understand that
separate permits may be required for ELECTRICAL, PLUMBING, SIGNS, WELLS, POOLS, FURNACES, BOILERS, HEATERS,
TANKS, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit application.
The following building permit applications are exempt from undergoing a full concurrency review: room additions, accessory
structures (all types), swimming pools, fences, walls, signs, screen rooms, utility substations & accessory uses to another non-
residential use.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOUR PAYING
TWICE FOR IMPROVEMENTS TO YOUR PROPERTY. IF YOU INTEND TO OBTAIN
FINANCING, CONSULT WITH YOUR LENDER OR AN ATTORNEY BEFORE RECORDING
YOUR NOTICE OF COMMENCEMENT.
NOTICE TO APPLICANT: AS THE APPLICANT FOR7HIS BUILDING PERMIT, IF IT IS NOT YOUR RIGHT. TITLE, AND
INTEREST THAT IS SUBJECT TO ATTACHMENT; AS A CONDITION OF THIS PERMIT YOU
PROMISE IN GOOD FAITH TO DELIVER A COPY OF THE ATTACHED CONSTRUCTION LIEN
LAW NOTICE TO THE PERSON WHOSE PROPERTY IS SUBJECT TO ATTACHMENT.
OWNER'S AFFIDAVIT: (,certify that all the foregoing information is accurate and that'all work will be done in compliance
with all applicable laws regulating constructs and zoning
------------------------
OWNER/CO ,RA o.R SIGNATURE . .SIGNATUREC- -
STATE OF FLORIDA STATE OF FLORIDA
COUNTY OF S'F LL�CAIE COUNTY OF S'r 'LW-tr,
foregoing
Sjgnature of Notary
�L-W J e M u o/1,-
Type or Print Name of Notary
acknowledg
�.0�by ,
The foregoing ins ment
before me.this�J�v oft
produced
Sjgnature of Notary
L4njA1� ifAV46
Type of Print Name -of Notary
as
to
Notary Public Title
Notary Public Title
CommiSW8r*-NU �y� ....................•• •.
• LYNNE •MOORS
Commi gt y�y�,.
&f74tJ.p�7RE MOORS......•••••.
N"N'ra°yj%� C..#DD0232850
(seal) i Bt W. "E eg9232007
E 1nM =007
Canm#D
�P1P a D0232M :
(seal) .'_ EWm e232oa7
ea- (S 254
®0 :. Ihm(BOOM32-4254c
M .�°�:.N....... Fable Naa�Asm��neW
.'nd0d
..i.............Faida Naary Assn Inc: .
....A Inc
NOTE: TWO (2) SIGNATURES ARE REQUIRED.
...............::
EACH SIGNATURE MUST BE NOTARIZED.
IF APPLYING FOR THIS BUILDING PERMIT AS AN OWNEijBU1LDER, THE OWNER MUST PERSONALLY APPEAR
TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE FRONT OF THIS APPLICATION.
-- - 2�0 ` l -- ---- �o--=
tF jOC� -72-
- SCANNED- D-�2---- -
�J St. Lucie County ";�17
- J. 2.0
13
3
13
�F
Z
i - 4
72Y
i
-9
_07
MTV
�`3 `"`✓�✓� w Vl�ll Llt11'N Ll v 11J1VN
ROp F 3IDENTIAL PLAN IZ JIEW FORM
Job Address Permit #
ATTACHMENTS Wind Bome Debris Protection FBC 1606.1.4
Sealed Drawings -Name, etc. FBC 104.2 Wind Load Design FBC 104.2
Lot Survey FBC 104.2Survey Matches Structural Plans
FBC 104.2
Manual "J" Room by Room Cal FL E Cod
Product review or affidavit
nergy e
FBC 1606.2.2.1
FOUNDATION
Footing Details
FBC 1804.1
Change in Elevations
FBC 1804
Area Tabulation
FBC 104.2
STRUCTURAL
Energy Evaluation FL Energy Code
Design wind pressures for openings I FBC 1 i06 / 1707.4
Bearing Walls (detail) FBC 1804
Pads FBC 1804
ons 13V FBC 104.2
Ai.1_i teia rminty
Wall Section -CBS
Interior Bearing Walls
FBC 104.2 / 2 101
FBC 104.2 / 2308
Wall Section -Frame
Frame to Block Details
FBC 104.2 / 2308
FBC 104.212309.5
Bay Window Detail
FBC 104.2 / 2308
in ow Seat Detail
FBC 104._ / 2308
Gable End Detail
FBC 104.2 CH-16
F nt Entry Details - Ext. Ceilings
�FBC l04.2 / 2308-
Porches - Exterior Ceilings
FBC 104.2 CH 16
Knee Walls
FBC 104.2 /2308
Butt Glass Detail
FBC 104.2 /2405
Bearing Wall Header
FBC,104.2 /2308.3
Fire Place / Chimney Detail
FBC 104.2 CH 28
indow / Door Buck Details
FBC 104.2 / 160E
Tie Beam Change in Heights
FBC 104.2 / ACI
earn Block -Poured Tie Beam
FBC Ch 1,16,21
Lintel Detail
n i. i1TTA�t
FBC Ch 1,16,21
Glass Bipck Detail
FBC 104.2 / 2112
L3AZ,%, i iV14EiL
Truss Plan
FBC Ch-1/ 16
toss Connector Chart
FBC-Ch-1/ 16
Sheathing Sizes & Nailing Detail
FBC Ch-23 / APA
onventional Framing
FBC Ch-23
Electrical Plan tRim& ao�.rwft
potmbo ofW ..f..
bod,aom m.,k
FBC 104.2 / NEC
ectrical Calculations, Riser, etc.
/
FBC 104.2 / NEC
,
AC Duct Plan
FBC 104.21 FMC
ake-Model & BTU's being used
FL Energy Code
Plumbing Riser
FPC 104.2
Balance Return Air
FMC Ch-6
L 'JUERIOR
Egress Windows
FBC 105.4
ront Door Size (36" x 6'8')
FBC T-1004
Bath & Bedroom Door
FBC T-1004
yoke Detectors
FBC / NFPA 72
Attic Access (22' z 36" min.)
FBC 2309.E
S it & Handrail / Guardrail Detail
FBC Ch-I / 1007
Dryer Vent Exhaust
FMC 501.3 / 509.3
Exhaust Fan Venting
FMC 510.3 / 506.1
1st Keview Date 2L/--l�_/_032nd Review Date _/_/_ Final Review
Plans Examiner Name / �' /� �c
.. m.... -��=/� Pi L Signature
r
�6
ST. LUCIE COUNTY
J
BUILDING & ZONING
2300 VIRGINIA AVENUE
i
•.0 •
FORT PIERCE, FL 34982.5652
�ORIOp'
561462-ISM
FILLED LANDS AFFIDAVIT
SCNNNED
St (uCCOuntV
I, the undersigned, am the owner of the following described property:
-oo0-ecoo-C�00Is kt% CkRcv6U%-rt@ '�Ve2Z'
for which I have applied to St. Lucie County for a Fin -al Development Permit. In accepting
this Final Development Permit, BP Number o I acknowledge that as
owner of the above described property, and in accordance with Section 7.04.01(D), St.
Lucie County Land Development Code, I shall be responsible for assuring adequate
drainage so that the immediate community WILL NOT be adversely affected'.',I.further
acknowledge that in granting this permit for the development of this property, St.=.Lu'Cie-
County is neither obliged nor liable to provide for, or maintain in any -form, adequate
drainage off my property which will not adversely affect the immediate community.
Property Owner Name Property dzQL ignature Date
STATE OF FLORIDA, COUNTY OF S —
BY
THIS -�29tfi DAYOF ,20L�
NOTARY PUBLIC TITLE _
IS
WHO HAS PRODUCED
IDENTIFICATION.
LYAJ nJe M 0 D,
TYPE OR PRINT NAME OF NOTARY
COMMISSION NUMBER
r..••....•.......•••••....••..................
LYNNE MOORE
C0 M#13D02328%
BrnWed ew (800)4323254
.............................FIWda Notary Awi.:In
•:::.t
(SEAL)
eserve
Community Development District
St: Lucie County Building Department
2300 Virginia Ave.
Ft. Pierce, FL 34982
Reference: Multi -Family Construction
To Whom It May Concern:
t3t—" 1B3
Address: CARNou s-ri .
Concerning the above referenced project, this letter will serve to notify all interested
parties that water & sewer service has been reserved & will be provided upon request by
the Builder.
Payment for reservation charges, hook-up fees, and any necessary metering equipment is
required at time of service.
Sincer
o sapo, airman
serve D elopment District
2140 N.W. Reserve Park Trace + Port St. Lucie, FL 34986 + Telephone: (772) 468-4604 + (7721 467-157
A- 2G-<000 3 . 1 8AM
FROM
a
ST. LUCIE-COUjN*TY PUBLIC W0I1KS
BUILDING & ZONING DEPARTMENT
. BUILDING PERMIT
SUB -CONTRACTOR AGRi-EMEN'TS,CNE®
St Lucie County
St. Lucie County Contractor Certification Number. 14D e. 0&
State of Florida Certification Number (If eppGcaob): CCC058246
fZ%LI!}(vjL@ t�oePltNr_ 4 <S61 TCTt..R5
name)
has agreed to be
the _ &.0P X",-- sub -contractor for KCNL-rvmt3.- 1Ac'1Vtz
(type or conaLradion trade) ° t $ 3 [strip o1 Inc prime contractor
for the project located It is understood that,
(street address or property tax ID ►)
if there is any change of status regarding our participation with the above 'ner •ioned
project,) will immediately advise the Building and Zoning Department of St. Lucie 1 ounty
by personally filing a Change of Contractor
Form (SLCCDV FORM NO.004-00)_
*8Ui91;t1FlER(od%;m..jsign2tu srepg6ed):
ERIC LEVINE
signature Print name
business name: Reliable goofing 6 Cutters Inc
address: 1832 Wabanso Dr Stell5
olty.state.Zlp: West Palm Aearh F1 99404
phone: 961-684-6212
9.
Dale
4.151E ONLY_ - SLCCDV Fr.RM W- W2-00
PERMIT! ISSUE OATS . .
06/19/2003 00:51 772-405
KOLTER HOMES PAGE 02
rF4k= u<r o<
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB-CONTRACToR'AGREEMENT SCy
St. Lucie County Contractor Certification Number. l) 5�03 t^oUnl
State of Florida Certification Number (if applloatite): CA Co 4 j
has agreed to be
name)
the �. 4 VAQ sub -contractor for K6tr1-e t Fc�an�S_
(4rpe of cornWetba Made) isLb� t " (mme of the prima contractor)
for the project located 8tC2"RN6tA%-n1L 11 A v- It is understood that,
(street address or Property tart Io a)
if there is any change of status regarding our participation with the above mentioned
Project, I will immediately advise the Building and Zoning Department of St. Lucie County
by personally filing a Change of Contractor
Form (SLCCDV FORM NO.004-00).
business name:
address:
citystate,xip:
phone:
(ddghtal Qnatutes requital):
�IIL�I�, Isa"se 9=is-a3
Print name
NISAIR AIR CONUIT ION1NG-
DFFICEMSEMMY: SLCCDV FORM NO.: 0024X
PERMrr 0 Issue GATE
09/17/2003 04:21 772-468-9505
0
KOLTER HOMES
ST. LUCIE COUNTY PUBLIC WORKS
BUILDING & ZONING DEPARTMENT
BUILDING PERMIT
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number -
State of Florida Certification Number (if applicable):
the
t50
kT% , 00 e=o s 4 �$
has agreed to be
., (companyrindividual name)
sub -contractor for l'C60,v-R R6naW5
(type of construction trade) (name of the prime contractor)
for the project located It is understood that,
(street address or property tax ro #)
PAGE 02
if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Building and Zoning Department of St. Lucie County
by personally filing a Change of Contractor
Form (SLCCDV FORM NO, 004-00).
BU5INES ALIFI original a gnatures required):
rtitfrRK !b , 41-is-o 3
signatu Print name Date
business name: WeF.I71Q ,b t zut�b3i)36 l�
address: 175Z s�N Q>IL:rtA0R it Sr
city,state,zip: Po RT r r}
phone: a ( 8?1?� aZSY F
DFF.,ICEgSFAONL'Yt SLCCDV FORM No.: 002-00
PERMn 0 ISSUE DATE
2SX6107,6
ST. LUCIECOUNTY
DEPARTMENT OF COMMUNITY DEVELOPMENT
BUILDING PERMIT 5�
SUB -CONTRACTOR AGREEMENT
St. Lucie County Contractor Certification Number: 20894 k9k/!" Pk �
State of Florida Certification Number: (if applicable) RF11067182 C04070,
ANGLER PLUMBING INC.
(company/ individual name) has agreed to be
the PLUMBING sub -Contractor for RESERVE HOMES
(type of construction work) (name of prime contractor)
for the -project at 8728 Bally Bunion Road It is understood that;..
(street address or property tax ID #)
if there is any change of status regarding our participation with the above mentioned
project, I will immediately advise the Community Development Department
(Growth Management Division) of St. Lucie County by personally filing a Change of
Contractor Form (Slccdv form no 004-00).
BUSINESS QUALIFIER (original signature required):-
7�J--,— �—
ignature
Raymond J. Waske Jr.
Print Name
business name: ANGLER PLUMBING INC.
address: 1698 SE SOUTH NIEMEYER CIRCLE
city, _state, zip: PORT ST. LUCIE, FLORIDA 34952
phone: 772-335-5470
OFFICE USE ONLY:
Date
SLCCDV FORM NO. 002-00
permit#
issue date
To: St Lucie County Building Dept.
From: Robert J. Vail
Kolter Signature Homes
CBC040810
Re: Permit # 2.3 t0
8�L8 13A-LLq B(.(.ktw-k
Please be advised the plumbing subcontractor for the above referenced residence has
been changed from AMO= l acN to i R �t �lM�t bile
' Ro rt J. V '1
KULIER HOMES
no,e.,�nne no:n,� �i�-add-ybdo
—ESLW2191 W54 4624503
ST. LVCIE,COUf1TYBLiC WORKS
BuMDING & ZONING DEPARTMENT
BUrLDING PERD=
gU13.CONTRACTOR AGREEDONT
at. Lucia Count Contractor CWMINdan Nuetbae
state of Fbrida Carditcatbn Numtiar 0ram1 1 *):
1 bS�S
Rc oa1`Wa
C#,#xx Kmam tLp�— tP=AL Cam R�_ has agreed to be
tromwrnivarneuu nrm.>
the 4=6§ R1c&L aub-contractorfor Ket_tssM
Own of ommnome mmq Z"�:G t S 3 (mm of the OM aopOztaort
for the'projeat leestsd at�Ruoli�� a � � It Is understood that.
pmrurreern�orpOprrrymroa)
PAGE 02
FACE U
If there k'ry change of status regarding our paropatlon trrlti the above mentioned
project, I will Unmedlcmly ad%%e the Building and Zoning Department Of St Lucia County
by personally filing a Change of Contractor
Form (3LCCnv FORM No. oo440).
BUSINESS 12UALIMER www obwom o wmek
���a-, ��rI�1 KaxaZEt "1—zs-b3
rIQ � Print nertn Qate
tweets - I I tam DATE
,
�E G St. Lucie County
Nye Building & Zoning
op . BUILDING PERMIT S n,
SUB -CONTRACTOR SUMMARY St` `�
UcI fN`
Ra 16-P -1 X l U kV- HCSM�S will be using the following sub -contractors for the C�U1!y
(Company/Individual Name)
project located at $LDG 133 C-AkNOLLSi`t -�-.L I�LAr_x
(Street address or Property Tax ID #)
It is understood that if there is any change of status regarding the participation of any of the sub -contractors
listed below, I will immediately advise the Building and Zoning Department of St. Lucie County.
Trade
Name of Company/Contractor _T
St. Lucie County/
State of Florida
License Number
Electrical
a
E by Kau �� ���
(oge5
sic. 4C)4:>14►a
Pl mbing.
�0642-
�i-
,HVAC/, ,
Mechanical
CoMFoRT GONTRoL
gZB�
Rti9fitigt`:, ''
C�ZL6
Rat lABt_� �oo�la�s Gu`itRg
1 /oSS�
Gas
OFFICE USE ONLY:
PERMIT SUE DATE:
NUMBER: IS
X6894
12/15/2803 04:54 772-468-9505
KOLTER HOMES
PAGE 01
JOANNE HOLMAN, CLERK OF THE CIRCUIT COURT - SAINT LUCIE COUNTY
File Number: 2200997 OR BOOK 1811 PAGE 1034
Nftl( 10MCW k INCEMENT
Permit Fl Tax IDNo.i3x7—vt�—rama� a��5oa13�
State of Flazida - County of St. Lucie
THE UNDERSIGNED hereby gives notice that -improvement will be made to certain real property, and iin
accordance with Chapter 713, Florida Statutes, the following information is provided in this Notice of Commf^�
encement. &,nib
Description of property and street address, if available LeTrS WS I'M IBIS
*8 "') 138
sA�
Owner Rese omes LTD.
Address 9700 Reserve Blvd., kPJS-St. Lucie -EL 34986
Owner's interest in site of improvement
Fee Simple Title.holder (if other that owner)_
Address
Contractor
Address 216
Surety
Amount
e 772-45.8.4703
772-468-4603
Persons within the State of Florida designated by Owner upon whom notices or other documents may be
served as provided by Section 713.13 (1) (a) 7., Florida Statutes:
Name. Phone
Address _
Fax
In addition to himself, owner designates o�
(Phone Fax to receive a copy of the Lienor's Notice as
provided in Section 713.13 (1) (b), Florida Statutes.
Expiration date of notice of commencement is one year from the date of recor ' less a different date is
specified. .1 1�
STATE OF FLORIDA, COUNTY OF ST. LUCTE
Sworn tond subscribed before m-e this , day of—
Srn ay:.".t.::.. l�A.•C w otsl
as identifcatldit-_,
.N
fir'. �', ., .. .. -4,:(•
OWNE�n, IGNATURE
2003
has produced
OF NOTARY
NOTARY
.L
�..........,.................s
,�VNNE�MOORE
ugiv�
nOT.ldl 00023QBG8
s ?
9r23r1007 ;
f t3
-d thm
Fended ant (8004324254
�....�� Florida Note Assn„ Inc
i.............no.............ZI...I.......i
A. M. ENGINEERING AIV,'ESTING, INC.
3504 INDUSTRIAL 33RO STREET
FT. PIERCE, FLORIDA 34946
LocALOmcE: (772) 461-7508 FAx: (772) 461-8880®u
j16WD � TEDV
REPORT OF FOUNDATION PAD COMPAC 'IQN JAN 12 2004
Client: Dickerson of Florida, Inc.
0-56 - 9'/(,, 0 Catt a4� �lrx
Site: Unit 133-138 Castle Pines
Pod 20C, The Reserve, St. Lucie County
Foundation Pad
St Lucie Co�unfJ
y Public Works
Report Date:
12/9/03
Project No:
Report No:
109
Permit No:
a36'/�tp��
SCANNED
St. Luce County
Density tests and Hand Cone Penetrometer (HCP) readings were made at a minimum of three locations in
the building pad. Density tests were performed in the upper one foot of fill. HCP readings were taken in
hand auger boreholes at one foot intervals from slab grade through the depth of fill. The density tests were
performed in general compliance with ASTM D 2922. The HCP test, in conjunction with information about
the soil. type, is empirically correlated to the relative density of subsurface soils.
Density
Test No:
Date
Tested
Location
Elevation
(feet)
Dr Densit (cf)
Percent
Com action
In Place
Proctor
109
12/2/03
NW Corner
0-1
111.6
113.9
98.0
NE Corner
0-1
112.2
113.9
98.5
Center
0-1
111.8
113.9
98.2 '
SW Comer
0-1
112.0
113.9
98.3
SE Corner
0-1
111.4
113.9
97.8
* All elevations are below slab grade.
The depth of the fill was approximately two feet. The fill should extend at least five feet beyond the building
perimeter. At the time of our testing no information was available regarding the foundation pad setbacks.
In the locations and depths that were tested, the fill has been compacted to a minimum of 95 percent of the
modified Proctor maximum dry density (ASTM D 1557).
Distribution:
Client — 1
Submitted by:
A. M. ENGINEERING AND TESTING, INC.
Kolter Homes — 2
Attn: Shane, Signed & Scaled
Rebecca Grant Ascoli, P.E.
Florida Registration No. 51863
F:WM DATA\Dickerson of Florida, Inc\Castle Pines\109-Unit 133-138.doc, SL
s--
TERMITE PRETREATING
aZ3 a�/676Q
ILIGENT '�' ool
Environmental Services
Notice of Preventative Treatment for Termites St. Lucie County
(as required by Florida Building Code (FBC) 104.2.6) _
1-866-PRE-TREAT State License JB94495
cc Project General Contractor S'CA%
Service Date 3 "�— Time Builder Rf �yED
P c ,. C%ec
Lot -Block -Section Shell Subcontractor 1 e© 1 �C W e_ DUP%
Treatment Type
Development Name c E
Structure Address Floating ❑ Monolithic ❑ Patio
City CC:" C Cully 57 C- Garage ❑ Driveway ❑ Stem Wall ❑
Owner 22 Addition ❑ Cutouts ❑
Nntec
Treatment/Product Detail
Type TYeatment: Initial Under slab k Retreat ❑ Final ❑
Product: Dursban TC Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other
Concentration: I' I 1 % Gallons Applied: `Is
Square Footage j S"
Linear
As per 104.2.6 FBC -If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to rural building approval.
Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida
Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code.
If ' otice is for a final exterior treatment, initial and date this line.
Applicator (print)
3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431
• FAX 561- 394-3760
/1 y l
TERMITE PRETREATING j
DILIGENT �° rt
/Environmental Servicestl "f/'�3 09�6�6Notice of Preventative Treatment for Ter(as required by Florida Building Code (FBC) 104.2.6 ; lo County
1-866-PRE-TREAT
State License JB94495
Project General Contractor
Service Date is` L Project,
Builder
Lot Block Section Shell Subcontractor
Treatment Type SCANNED
Development
Lucie County
Structure Address Floating ❑ Monolithic ❑ Patio 41
City P'sc Cnty L Garage ❑ Driveway ❑ Stem Wall ❑
D .i1TTI
Notes
Addition ❑ Cutouts ❑
Treatment/Product Detail
Type Treatment: Initial Under slab Retreat ❑ Final ❑
Product: Dursban TC9 Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ t Other
Concentration: � % Gallons Applied. ` w
Square Footage l —
Linear Footage
As per 104.2.6 FBC - If soil chemical harrier method for termite prevention is usedk final exterior treatment shall be completed prior to final building approval.
Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida
Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code.
If tro,
tice is for the final exterior treatment, initial and date this line.
V\ L � tee/
Applicator (print)
3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431 -
T o
r
eKj -cif
• FAX 561- 394-3760
�C0
c .!
HMB
TERMITE PRETREATING
I��� Gi1M
�3 6/�7� DILIGENT
Environmental Services
Notice of Preventative Treatment for Termrt.QSLu ie Co-lnty P
(as required by Florida Building Code (FBC) 104.2.6)
1-866-PRE-TREAT State License JB94495
Project General Contractor
C
Service Date �- � Time Builder
Lot Block Section Shell Subcontractor `6 �� a �13)1'1%C®
Treatment Type UN5CpUn
Development
Structure Address Floating ❑ Monolithic ❑ Patio
City PS C Cnty 1— Garage ❑ Driveway ❑ Stem Wall ❑
Addition ❑ Cutouts ❑
Treatment/Product Detail
Type Treatment: Initial Under slab 01 Retreat ❑ Final ❑
Product: Dursban TC 10- Chlorpyrifos ❑ Dragnet ❑ Demon TIC ❑ Other
Concentration: ' S n/o Gallons Applied: 25
Square Footage 'e -
Linear
As per 104.2.6 FBC - If soil chemical barrier method for termite prevention is used, final exterior treatlnent shall be completed prior to flood building approval.
Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida
Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code.
If this��c6e is for the final exterior treatment, initial and date this line.
'^ r ^mac
Applicator (print)
3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431
'r o
v1-(
• FAX 561- 394-3760
NAHB
,z,3 69/",d
Notice t
(as r
1-866-PRE-TREAT
State License JB94495
Project General Contractor
Service Date S- Time Builder
Lot Block Section Shell Subcontractor At,
Treatment Type U VIVED
Development Name 1 rx�S VVi County
Structure
City ` J C Cnty.
SL
Floating ❑ Monolithic ❑ Patiotd
Garage ❑ Driveway ❑ Stem Wall ❑
Addition ❑ Cutouts ❑
Treatment/Product Detail
Type Treatment: Initial Under slab Retreat ❑ Final ❑
Product: Dursban TC Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other
Concentration: tt�5 % Gallons Applied: S
Square Footage 6 Linear Footage
Asper 104.2.6 FBC. If soil cbemical barrier method for termite prevention is used final exterior treatment shall be completed prior to final building approval.
Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida
Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code.
If this'cc is for final exterior treatment, initial and date this line.
Applicator (print)
3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431
z--k-occ
• FAX 561- 394-3760
-CI
TERMITE PRETREATING
DILIGENT ����0�/�U�
Environmental Services
Notice of Preventative Treatment for Termi s biic Works
(as required by Florida Building Code (FBC) 104.2.6) St. Lucie Co
1-866-PRE-TREAT State License JB94495
Project General Contractor
Service Date ` Z Time Builder ! _ @'v46®
C%
Lot -Block -Section Shell Subcontractor Pf � ��C 000E
Development Name
Structure Address
City
Owner
Treatment Type
Floating ❑ Monolithic ❑ Patioig
Garage ❑ Driveway ❑ Stem Wall ❑
Addition ❑ Cutouts ❑
Treatment/Product Detail
Type Treatment: Initial Under slab 7^ Retreat ❑ Final ❑
Product: Dursban TCIA Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other
Concentration: % Gallons Applied: S
Square Footage 2 S b
Linear
Asper 104.2.6 FBC -If soil chemical barrier method for termite pmcntion is used road exterior treatment shall be completed prior to final building approval.
Certificate of Compliance: This building has been treated in accordance with the rules and laws established by the Florida
Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code.
If thi otice is for the final exterior treatment, initial and date this line.
zV-N �Js
Applicator (print)
3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL 33431
• FAX 561- 394-3760
r
,. u
TERMliLP+RETREATING
)
71M1'ATFr
G .
j g�i/G 7� Environm ptal:Serviees St. Luc ty Public Works
J / v / <<
Notice of grewilitati44reatment for Termites
.(as regitired by Florida Building Code (FBC) 104.2.6)
1-866-PRETREAT f; :. , State License JB94495-,
Pro.
ect General Contractor
N¢
Service Date ~ =lime Builder
Lot Block Section Shell Subcontractor FD �CGt n �y
Treatment Type
Development Name_
u
Structure Address + Floating ❑ Monolithic ❑ Patio
r�
pT.a
City '='' L 1 Cnty Garage ❑ Driveway ❑ Stem Wall ❑
Owner. ° Addition ❑ Cutouts ❑
NotesC.l,f, 133
" +' .
Treatment/Product Detail
�• ` _ T�pejreatment: .Initial Under slab Retreat ❑ Final ❑
Product: 'Dursban TTCIZI Chlorpyrifos ❑ Dragnet ❑ Demon TC ❑ Other
Concentration: �? °/a Gallons Applied: 1�
�=vv A -+ �fi
Square Footage Linear Footage
As per 104:2.6 FBC - If soil chemical barrier method for termite prevention is used, final exterior treatment shall be completed prior to final building approval.
Certificate of Compliance:. This building has been treated in accordance with the rules and laws established by the Florida
Department of Agriculture and Consumer Services. Further, the treatment complies with the Florida Building Code.
If notice is for the final exterior treatment, initial and date_ this line.
I/n c�t r ne
Applicator (print)
t
3100 Northwest Boca Raton Boulevard Suite 106 • Boca Raton, FL
• FAX 561- 394-3760
p `b 20�h
CER"
St. Lucie County
p ublic W otke
r,
gale-,
a MASCO Company
TION OF INSULATION
R-461 INSULATION INSTALLED ON EXTERIOR WALLS
R-30 INSULATION INSTALLED IN CEILING AREAS
LEGAL:. Lot 138 Block Sub -Division Castle Pines
PERMIT#: 23091676 SLC
J08-ADDRESS: 8160 Carnoustie Place
BUILDER: Kolter Signature Homes, Inc.
GALE W/O: 78372
ATTESTED BY: ✓1'—
DATE: %� �/ w/o
C04n
3601-A CROSSROADS PARKWAY • FT. PIERCE, FL 34945
FT. PIERCE (772) 465-9191 • VERO BEACH (772) 589-1514 • STUART (772) 283-3151 • FAX (772) 489-6758
gale-
-
msulatson
a MASCO Company
71,
.TION OF INSULATION
V��
R-4.1 INSULAIWq INSTALLED ON EXTERIOR WALLS
R-30 INSULATION INSTALLED IN CEILING AREAS
LEGAL: Lot 136 Block Sub -Division Castle Pines
PERMIT #: 23091676 SLC
JOB ADDRESS: 8156 Carnoustie Place
BUILDER: Kolter Signature Homes, Inc.
GALE W/O: 78370
ATTESTED BY:
DATE:
3601-A CROSSROADS PARKWAY • FT. PIERCE, FL 34945
Fr. PIERCE (772) 465-9191 • VERO BEACH (772) 589-1514 • STUART (772) 283-3151 • FAX (772) 489-6758
insulation sc
— _ a MASCO Company S1tC4C,e0/���
JUL ®220
Q.�C RTIFICATION OF INSULATION
St. Lucie County
-4.1 INSULATION INSTALLED ON EXTERIOR WALLS
R-30 INSULATION INSTALLED IN CEILING AREAS
LEGAL: Lot 133 Block Sub -Division Castle Pines
PERMIT #: 23091676 SLC
JOB ADDRESS: 8150 Carnoustie Place
BUILDER: Kolter Signature Homes, Inc..
GALE W/O:.-.78367
ATTESTED BY: . W
DATE: �� / & /0
3601-A CROSSROADS PARKWAY • FT. PIERCE, FL34945
FT. PIERCE (772) 465-9191 • VERO BEACH (772) 589-1514 • STUART (772) 283-3151 • FAX (772) 489-6758
� `j
<J ..
coUn I
REQUEST FOR 30 13AY TEMPORARY POWER st. wale CC my public works
DATE:
SL
PERNrr NumB'ER:
PROPERTY ADDRESS:
Lucie County Comm. Devel. Dept.
Code Compliance Division
2300 Virginia Avenue
Fort Pierce, FL 34882-5852
Ph. (5011482- 2165
Fax (581) 482-1735
�AS-
THE UNDERSIGNED HEREBY REQUEST RELEASE OF ELECTRICAL PCWER TO
THE ABOVE DESCRIBED PROPERTY, FORA PERIOD MOTTO EXCEED THIRTY (30)
GAYS, FOR THE PURPOSE OF TESTING SYSTEMS AND EQUIPMENT IN PREPARA.
TION FOR FINAL INSPECTION, IN CONSIDERATION. -OF APPROVAL OF THIS
REQUEST WE HEREBY ACKNOWLEDGE AND AGREE AS FOLLOWS;
1 • This temporary power release Is requested for the above stated purpose
only, and,.there will be no occupancy of any type, other than that permitted
by construction during this time period.
2. As Witness by our signatures, we hereby agree to abide by all terms and
conditions Of; this agreement, Including Building Division Policy, which Is
` `-(nrperbted herein by reference.
1 All conditions and requirements ilsted In the attach
etl document enticed
°Requirements for 30 pay Power for Testing' have been fuitllled aed the
"Ptemises l3. ready for compliance Inspection.
We -hereby releaaa and agree to hold harmless, SL Lucie County, and their employees
um'.all:liabilities tiand
Out this trdelms of any type or nature which may -arise now or In the future
oansaction, including any damages which may be Incurred due to the
disconnection of electrical power In the event of violation Of this aoreament-
• . ,12/07/2004 04:39
11/15/2004
772 505 KOLTER HOMES PAGE 02
5613 3760 DILIGENT ENV PAGE ,04105yT
Ce111"C0ie of Compliance
Als !s a parliul,trwi'mant only and not o guaronf2, or vvclnv1
y&
G'
3ECli0N: BLOCK,LO
a ". WW'Wea a complete DmabI4 foartheofsrnbi,n6el.
chamIc2.1 Hank%;
7�heCityofPort St.Luciedoes notguarante_ar "'� pwoe4PPARFAT M
1Tre purpose of this document e b show ihet Io the bthis p p rfinenfs knowledge, the�� to
the requhmenfa of the SfandedBugding Code and the One Old Two Famlh Dwelling Coda for proklion
Certificate of Occupancy scja ED
C /
This Certificate is issued pursuant to the requirements of the Standard Building Code cei°dt'�ig
that at the time of issuance this structure was in compliance with the various
Ordinances of St. Lucie County, regulating building construction or use for the following:
Certificate of Occupancy No. 23091676-001 Building Permit No. 23091676
Lot: 133' ' Block: Parcel/Folio Number:
Occupancy:_ "'Multi — Family Residential
Building Address: 8150 — 8160 Carnoustie Place Port Saint Lucie, FL 34951
Legal Description:
Permit Job Description: Multi — Family Residence / 6 Units
Contractor: Kolter Signature Homes Inc.
DENNIS M GRIM, CBO
BUILDING OFFICIAL
Building Official
NOTE:
12-15-2004
Date Issued
This Certificate of Occupancy is issued to the above named, for building at the above named location only
upon the express provision that the applicant will abide by and comply with all the conditions of the Zoning
Ordinances and all Ordinances or Building Codes of Saint Lucie County pertaining to the erection,
construction or remodeling of buildings or structures.
This also certifies that the electrical wiring and/or equipment, and the plumbing work have been inspected
and approved. The issuance of this Certificate grants permission to occupy and use the property described
herein only for the use indicated. Any change in use will require a new Certificate of Occupancy.
POST IN A CONSPICUOUS PLACE
ST LUCIE COUNTY
ROAD IMPACT FEE CALCULATION FORM
DATE:
NAME OF FEE PAYER:
ADDRESS: -
PERMIT #:
ROAD IMPACT ZONE:
SCANNED,
BY
UCI@ COUOtv
THE IMPACT FEE CALCULATED HEREIN HAS BEEN DETERMINED BASED ON
THE FEE SCHEDULE ADOPTED, EFFECTIVE 10-01-03.
IMPACT FEE CALCULATIONS
USE TYPE:
(# SQ FT (PER 10X FEE
ROAD: \
PUBLIC BLDGS:
FIRE EMS
MULTI-FAM(#UNIT)
X FEE
".
CHOOL:
LIBRARY:
zz
PUBLIC BLDGS:
PARKS:
POLICE:
FIRE/EMS:
to
09/17/2003 00:11 7722837229
NISAIR AIR CONDITION
PAGE 01
9117103
SCANNED
BY
St. Lucie County
PAGES //uCL . orw/S ONE
0
09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 04
FORM 600A moo
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:, PORT ST. LUCIE, FL, PERMIT #: I
GLASS TYPES
.18 X Conditioned
X BSPM =
points
Overhang
Floor Area
Type/so Ornt
Len Hgt
Area X
SPM X
SOF
= Points
18 15M.0 26.72
7000.8
Single, lint
W
1.0 1.0
27.0
47.90
0.64
704.7
Single, Tint
W
1.0 10,0
46.0
47.90
0.99
2143.9
Single, Tint
W
1.0 7.6
25.0
47.90
0.99
1181.8
Sit1j", Tint
N
1.0 25
225
24.46
0,88
481.8
$itigle,Tint
N
110 1.0
6.0
24AS
On
1W.2
Single, Tint
S
10.0 1.0
20.0
39.84
0,48
378.7
Single, Tint
S
5.0 1.0
68.0
39.84
0.48
1287.5
WALL TYPES
Area X BSPM = Points
Type
R-Value
Area
X SPM
=
Points
Adpowd
617.0 0.70
431.91
CoOcreie, Int Insul, �Eztedor
4.2
1134.0
1.16
131S.4.
Etdeilor _
1134.0 1.90
2154.8
Conciete; lntI6sel, Adjacent
4.2
347.0
0.64
22ZI
Frame, Wood, Aajaeent
11.0
270.0
0.70
1a9.0
Base Total:
1761.0
2686.E
A 430t. Total:
1761.0
172,6,6'
DOOR TYPES
Area X BSPM
= Points
_Type
Area.
X SPM
=
Points
Adjacent
0.0 0.00
0.0
Extetlor Wood
17.0
7.20
122.4
Eiftor
17.0 4.00
81.6
Base Total:
17.0
81.0
As -Built Total:
17.0
122A
CEILING TYPES Area X BSPM
= Points
Type
R-Value Area X SPM X SCM =
Points
Undo Attio
1530.0 2-13
3258.9
UnderAkic
19.0
1SM.0 2.62X 1.00
4314.E
Base Total;
1630.6
3260.9
As Sulk Total:
1520.0
4314.0
FLOOR TYPES
Area X SSPM
= Points
Type
R-Value
' Area
X SPM
=
Points
Slab 195.0(P)
31.8
-Ml.0
SlabOn-Grade Edge Insulation
0.0
195.0(p
-31.90
-8220.5
Maw
0.0 0.00
0.0
Beae Tidal:
4201,0
AS -Built Total:
195.0
.8220.6
INFILTRATION
Area X BSPM
= Points
Area X SPM
=
Points
1530.0 14.31
21094.3
1530.0
14.31
21894.3
ErtergyGsuga® DCA Fora 800A-2001 EnwgyG9uge61FlaRES'2001 FLRCSB v3.30
09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 05
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:, PORT ST. LUCIF, FL, PERMIT il
BASE
AS -BUILT
Summer Base Points:
28720.1
Summer As -Built Points:
28121.9
Total Summer X System
= Cooling
Total X
Cap
X Dud X System X
Credit
= Cooling
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DM x DSM x AHU)
29121,9
1.000
(1.079 X 1.190 X D.90) 0.254
1.000
W24.4 _
28720.1 0.4266
12262.0
1 28121.9
1.00
1.117 0.284
1.000
8924.4
EneWGeugob1 DDA Form 60DA-2001 Ener9yC,atge01FI8RES2001 FI.ROSO t3.30
09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 06
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance, Method A - Details
I ADDRESS:. PORT ST. LUCIE, Fl., PERMIT V I
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BWPM = Points
Overhang
Floor Area
Type/SC
Omt
Len Hgt
Area X WPM X WOF =Point
.18 1638.0 6.88
1813.2
sw1e, Tint
W
1.0 1.0
27,0 13.80
1.08
4D4.1
slrig1a, Tint
W
1.0 10.0
45.0 13.80
1.00
820.4
Slni;6, Tim
W
1.0 7.5
25.0 13.60
1.00
344.9
Single, Tim
N
. 1.0 25
22.5 16.38
0.99
344.3
Single, Tint
N
1.0 1.0
6.0 16.33
o.99
91.3
Si,", Tint
S
10.0 1.0
20.0 10.00
229
490.E
Single, Tint
S
8.0 1.0
68.0 10.58
229
1052
213.5
3999.9-
WALL TYPES
Area X BWPM = Points
Type
R-Value
Area X WPM
=
Points
Adjacent
el7.0 1,00
11108
Cotlprre ' Int ins , maeiw
42
1134.0 3.26
3886.E
Meador
1134A 2.00
2288.0
0466e;6. Int lhoul, Adjacent
42
347.0 2.08
714.8
Fleme,.W66d, Adpoent
11.0
270.0 1.80
486.0
Best Total:
1761.0 .
37 3B.8
...
s Total:
As-Buita ,. , _
17a1.0'
4897.7
DOOR TYPES
9ree X BWPM =
Points
Type
Area X WPM
Points
Adjacent
0,0 0,00
0.0
Exterior Wand
17.0 7.60
1292
ExWor -
1710 5.10
86.7
BaWTWA:,
17.0
86,7
As46aattotal-
' ,.
170.
1292
CEILING TYPESArea X BVyPM =
Points
Type
R-Value Area ,X WPM X WCM =
Points
Under Aft
1630.0 0.64
979.2
Under Attic
19.0
7630.0 0.87X 1.00
1331.1
Base Total:
1030.0
972.2
AS -Built Total:
1630.0
1331.1
FLOOR TYPES
Area X BWPM =
Points
Type
R-Value
Area X WPM
Points
Slab 195.0(p) -1.9
•370.5
Slab -On -Grade Edge Insulation
0.0
195A(p 250
407.6
Raised
0.0 0.00
0.0
Brie Total:
-370.6
As-Bu18 Total:
186.0
487.5
INFILTRATION
Area X BWPM = Points
Area X WPM
=
Points
16M.0 .0.28
-428.4
1530.0 .0.28
-428.4
Er^VyGaug0 DCA Form 600A-2001 EnergyGaV,4e81FIeREV2001 FI,RCS0 V3.30
09/17/2003 00:11 7722837229 NISAIR AIR CONDITION PAGE 07
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS:, PORT ST. LUCIE, FL, PERMIT # I
BASE
AS -BUILT'
Winter Base Points:
5259.4
Winter As -Built Points:
10416.9
Total Winter X System =
Heating
Total X
Cap
X Duct X System X
Credit
= Heating
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
points
(pM x DSM x AHu)
5259A 0.6274
3299.8
10415.9
10415,9
1.000
1.00
(1.098 x 1.1e0 x 0 B2) pA65
1.140 0.455
7.000
1.000
5402.4
5402.4
EmVGOupe DCA Form MOA-2001 EnwgyGeuge0fMeREV2D01 FLR0$9 v3.30
09/17/2003 00:11 7722937229 NISAIR AIR CONDITION. PAGE 08
• FORM 60OA-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS:, PORT ST. LUCIE, FL, PERMIT #:
OA6,E
AS -BUILT
WATER HEATING
Numberof X Multiplier
= Total
Tank EF
Number of X Tank X Multiplier X Credit = Total
Bedrooms
Volume
Bedrooms Ratio Multiplier
3 2S64.00
769ZC
40.0 0.94
3 1.00 2400.34 1.00 7201.0
A94M1t total:
7201.0
CODE COMPLIANCE STATUS
BASE
AS -BUILT
Cooling + Heating + Hot Water = Total
Points Points Points Poiii s- •
Cooling + Heating + Hot Water = Total
Points Points Points Points
12252 3300 1602 2�244
8924 5402 7201 21528
PASS
Eneigypauge^ DCA Forth 600A-2001 EnegyGaugaWIaRES20D1 FLRCSB J330
c
09/17/2003 00:11 7722837229 NISAIR AIR COoITION PAGE 09
FORM 60OA-2001
Code Compliance Chbeklist
Residential Whole Building Performance Method A - Details
ADDRESS;, PORT ST. LUCIE, FI
SA-21 INFILTRATION REDUCTION COMPLIANCE CHECKL
COM
SECi�OIV
REQUIREMENiSFOREACHPRACME ."'_v '... _. .-.-_..._.I - _—
II�IGmum' ..`of a .ft.'window area, ;6 '":.. cfin/,Ju.lt.daot�ea.
Caulk gasket, weatherstrip or seal 6elween wlndoxrJdoels & llamas, surrodnding Was;
,CHECK
. s Copra
666.tABC.1.1
PxOsnOr & Atljecertt Walls
t308.1 ABC,1 2,1
faurxiatfan & Nall sole a on Plate isms. belN'EErI extet(ot well penmb et ownww truly
penetratlans; beh'reell watlnela & topmamonr plates; belvaeert wags end fioor.
EXCEPTION: FreJrie WWWwhere a caftiurna infiitiubm battler is Irrefalle'd that extends
._..
from and feaealedto ..' fdundefion tdtNetoppfate..
Sms
WS.1.ABC.12.2
Pled unless backed fiytiuss or jdrd rnerntkvs.
EXCEPTION; Frerna ibbtg where a cctrttiiuous InfiPoalicn battler Is Irtsfalled that is sealed
.. � -
CelUrgs
6W.1.Af3C.t 23
(3elween yisll9 d ceilir0 'penatrffiiona of eelung Plena of * &d c era ltld 6h0Re, dmm.
Soffits, chimneys, ca6lrx!ts seated to COtItllluoua air battler gaps irigyp bcetd &tap plate;
eltlo access. eicerPr10 Freme ce(IrtlgsiNfere a cOfiHnuots irirrtrelion lisider is
IrrelalleE Is'_sealedatltie _�rids�rre
-Type IC rat d iKlh lfo P9ttehadons sealed'or Type IC a nmrlC rated 1h%tiMd Insirk s
ReoeswA Ugh6ng Faeroes
606.1 ABC.124
sealed timiwilh 11 cteerence,a 3" frcrtr fr sula6an; orrypa IC'rated uiBh a 2.l) citn from
Alrbe "o ofiMor cavily,b®bGm 006m.'. ,-
M . Houses
6W 1.ABC.12s.
AddWr real Illfixretlon raw
60B.1ABC.1.3
Exhaust fans VCMed fa outtloors, dampers; comtiasflon'apace tie0tere'ddmpry WiM NFPA,
•.. ...,; ..'-_?...'.
EneWGaww DCA Fofm 600A.2ool
n
EnergyGa%vSTIeRES2001 FLROSB 13.30
FORM 600A-2001
FLORIDA ENERGY `�FF��.011 s �I' j
FOR BUILD'I'NG. C'O'NS'TRU'CTI`O
Florida Department of CgrnmunityAffairs
Residential Whole' Building PerF rmanee Method A
.-J-= k,.cu uc. Inr: tancrtot ruM=MVUE Builder.
Address: Permitting Office:
City, State: PORT ST. LUCIE, FL Permit Number.
Owner. KOLTER SIGNATURE HOMES, INC. Jurisdiction Number.
Climate Zone: Central
1. New cenMnm6on or adsdng
New _
12. Cooling syafemu
2 Single f many or muld-family
Muld-funny —
A. Ccntnd Unit
Cap: 36.Q kBtuAr
3. Number of unit% if mend -family
a '
_
SSBIL 12.00
4. NumberofBad`vomn
3
b. N/A
S. Is this a worst moss?
_
yes
—
6. Conditioned floor atea (W)
1530 (P -.-
o. N/A
7. Glass area 2 type
Single pano Doublo Pane
a. Clearglaaa, do6w)t 17-factor
—
0.0 at 0.0 A' —
13, Heating ayatems
b. Dtrautt tint
2133 g' O.0 ft _
A. Electrio Heat Pump
Cap 96.01kBtu/hr
a. Labeled U or SHGC
0.0 Ac 0.0 ft'
—
HS15F: 7.50
g. Floor iypm
b. NIA
--
a Sla"n-Grado Edge Insulation
_
R-0.0.195.0(p) a
b. N/A
a, NIA
o. NIA
—
—
9. Wall types
_
14. Hot watat *%Wms
+.
a. Concrete, fat haul, Exterior
R-4A 1134.0 f —
a. Eleotia R®ntanen
Cap: 40.0 gallons
b. Concrete, Ld maul, Adjacent
R-4A 347.0 B' _
EF: ON
C. Frmn% Wood, Adjacent
R-11.0. 270.01i'
b. N/A
_
d. NlA
—
—
6. N/A
o. Conservation etedtts
10, Ceillag types
-
(HR-Hest mmmay, Solar
_
a. UnderAtdo
R-19.0,1530.0 ft —
DHP-Dedicated heat pump)
b• NIA
15. HVAC credits
e, N/A, .. _
_
(CF-Ceinns fan, CVd. nm vcntiman,
_
11. Mato
_
BF-Wholohousdfin.
II. Sup: Unc, Rat Con. AH, interim
Sup. ".0,125.0 ft _
pT-Programmable Thermostat
b, N/A
M7,C.Multiz000 tooting,
ML•H-Mutdzons heating)
Glass/Floor Area: 0.14 Total as -built points: 2152E PASS
Total base points: 23244
I hereby certify that the plans and specifications covered
by this caiculatlon 87 compliancewi0l t Florida
Energy Code.
PREPARED
DATE:
I hereby certify that this but di g, esignetl, is in
compliance with the Florid .Erie e
WMERIAGENT:
DATE:
Revlewofthe plans and
specifications covered by this
calculatiotl:indloates compliance
with the :Florida Energy Code,
Before gopstnlotlori isoompleted,
thls butiOgwitl be inspected for
Compliance wlth' Section 553.908
Floride:Statutes.
BUILDING OFFICIAL:
DATE:
EnergyGauge® (Version: FLRgS6w&30)
System 9 Room Load Summary
1 Bdrm #2/Bth
266
7,592
99
3-6
597
7,735
2,451
352
352
2 Din Rm/Kit
425
7,414
96
2-5
634
3,799
2,301
173
173
3 LivRm
360
10,188
132
3-7
463
8,164
1,072
371
371
4 Mstr
480
11,066
144
3-6
496
6,419
2,940
292
292
BdrmBth/Laund
System 1 total
1,531
36,260
471
26117
8,764
1,188
1,188
System 1 Main Trunk Size:
16
in.
Velocity:
851
Umin
Loss per 100 ft.:
0.089
in.wg
a .. .. .... :.:<..e,<nc,'>>•.».k::
a�°:a'..... <.:.:>: q: a>i.a:..::aEe:>:<.....<..:>:e`>`.;":-:Aak?aC.:.:
'R:�,. ....E;... ..ao>x..e >•.r„
Type:
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
Detailed Room Loads - Room 4 - Mstr Bdrm/Bth/Lauhd (Peak Method)
Room Length:
32.0
ft.
System Number:
1
Room Width:
15.0
ft.
Zone Number:
1
Area:
480.0
sq.ft.
Supply Air:
292
CFM
Ceiling Height:
10.0
ft.
Supply Air, Changes:
3.7
AC/hr
Volume:
4,800.0
cu.ft.
Required Vent.:
0
CFM
Number of Registers:
3
Actual Winter Vent.:
0
CFM
Runout Air:
97
CFM
Percent of Supply.:
0
%
Runout Duct Size:
6
in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
496
ft./min.
Percent of Supply:
0
%
Design Loss:
0.100
in.wg./100 ft.
Actual Winter Infil.:
59
CFM
Actual Loss:
0.158
in.wgJ100 ft.
Actual Summer Infil.:
34
CFM
W -Wall-14E-4-8c 13 X 10
130
0.152
4.6
593
1.6
0
213
E -Wall-12B-Obw 16 X 10
146.4
0.097
2.9
426
0.2
0
26
E -Door-11 D 2 X 6.8
13.6
0.390
11.7
159
8.2
0
111
S -GIs-IA-cb-d shgc-0.75 100%S
64
1.080
32.4
2,074
37.2
0
2,378
(2)
UP-Cell-16D-19 32 X 15
480
0.049
1.5
706
1.2
0
588
Flo6r-22A-pm 61 ft:.Per.
61
1.180
35.4
2,159
0.0
0
0
Subtotals for Structure:
7,284
0
3,335
Infil.: Win.:58.8, Sum.:33.6
610
3.177
1,938
0.908
1,394
554
Ductwork:
0.200
1,844
0.200
146
1,070
People: 200 Iat/per, 230 sen/per:
2
400
460
Equipment:
1,000
1,000
Room Totals:
11,066
2,940
6,419
I Detailed Room Loads - Room 3 - Liv Rm (Peak Method) I
Room Length:
20.0
ft.
System Number.
1
Room Width:
18.0
ft.
Zone Number:
1
Area:
360.0
sq.ft.
Supply Air:
371
CFM
Ceiling Height:
9.0
ft.
Supply Air Changes:
6.9
AC/hr
Volume:
3,240.0
cu.ft.
Required Vent.:
0
CFM
Number of Registers:
3
Actual Winter Vent.:
0
CFM
Runout Air:
124
CFM
Percent of Supply.:
0
%
Runout Duct Size:
7
in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
463
Umin.
Percent of Supply:
0
%
Design Loss:
0.100
in.wg./100 ft.
Actual Winter Infil.:
39
CFM
Actual Loss:
0.112
in.wg./100 ft.
Actual Summer Infil.:
22
CFM
W -Wall-14E-4-8c 18 X 9
122
0.152
4.6
556
1.6
0
200
S-Wall-14E-4-8c 6 X 9
14
0.152
4.6
64
0.1
0
1
N-Door-11 D 3 X 8
24
0.390
11.7
281
8.2
0
197
N -GIs-1A-rb-o shgc-0.35 100%S
30
1.080
32.4
972
25.9
0
776
(2)
W -GIs-1A-rb-o shge-0.35 3%S (2)
40
1.080
32.4
1,296
81.3
0
3,250
S -GIs-1A-cb-d shgc-0.75 100%S
40
1.080
32.4
1,296
37.2
0
1,486
(2)
UP-Ceil-16D-19 20 X 18
360
0.049
1.5
529
1.2
0
441
Floor-22A-pm 45 ft..Per.
45
1.180
35.4
1,593
0.0
0
0
Subtotals for Structure:
7,203
0
6,435
Infil.: Win.: 39.0, Sum.:22.3
405
3.178
1,287
0.909
926
368
Ductwork:
0.200
1,698
0.200
146
1,361
Room Totals:
10,188
1,072
8,164
Detailed Room Loads - Room 2 - Din Rm/Kit (Peak Method)
Room Length:
25.0
ft.
System Number:
1
Room Width:
17.0
ft.
Zone Number:
1
Area:
425.0
sq.ft.
Supply Air:
173
CFM
Ceiling Height:
11.0
ft.
Supply Air Changes:
2.2
AC/hr
Volume:
4,675.0
cu.ft.
Required Vent.:
0
CFM
Number of Registers:
2
Actual Winter Vent.:
0
CFM
RunoutAir:
86
CFM
Percent of Supply.:
0
%
Runout Duct Size:
5
in.
Actual Summer Vent.:
0
CFM
RunoutAir Velocity:
634
ft./min.
Percent of Supply:
0
%
Design Loss:
0.100
in.wg./100 ft.
Actual Winter Infil.:
40
CFM
Actual Loss:
0.330
in.wg./100 ft.
Actual Summer Infil.:
23
CFM
S_-Wall�4E-4-8c 13-X 11- --143--0-152 4.6 652 —0:1- --- 0 11
N -GIs-IA-rb-o shgc-0.35 100%S 15 1.080 32.4 486 25.9 0 388
N -GIs-IA-rb-o shgc-0.35 100%S 20 1.080 32.4 648 25.9 0 517
UP-Cell-1 6D-1 9 25 X 17 425 0.049 1.5 625 1.2 0 521
Floor-22A-pm 38 ft..Per. 38 1.180 35.4 1.345 0.0 0 0
Subtotals for Structure:
Infil.: Win.: 40.3, Sum.: 23.0
Ductwork:
4,850 0 1,587
418 3.177 1,328 0.907 955 379
0.200 1,236 0.200 146 633
Room Totals: 7,414 2,301 3,799
Detailed Room Loads - Room 1- Bdrm #21BM'(Peak Method)
Room Length:
19.0
ft.
System Number.
1
Room Width:
14.0
ft.
Zone Number:
1
Area:
266.0
sq.ft.
Supply Air:
352
CFM
Ceiling Height:
9.0
ft.
Supply Air Changes:
8.8
AC/hr
Volume:
2,394.0
cu.ft.
Required Vent.:
0
CFM
Number of Registers:
3
Actual Winter Vent.:
0
CFM
Runout Air:
117
CFM
Percent of Supply.:
0
%
Runout Duct Size:
6
in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
597
ftJmin.
Percent of Supply:
0
%
Design Loss:
0.100
in.wg./100 ft.
Actual Winter Infil.:
38
CFM
Actual Loss:
0.228
in.wg./100 ft.
Actual Summer Infil.:
22
CFM
E-Wall-14E-4-8a16-X9- —
----92--0..152
4:6
420--
0:3
--0
25
S -Wall-14E-4-8c 2 X 9
18
0.152
4.6
82
0.1
0
1
S-Wall-12B-Obw 9 X 9
81
0.097
2.9
236
0.0
0
4
E -GIs-IA-rb-o shgc-0.35 2%S
26
1.080
32.4
842
80.3
0
2,087
E -GIs-1A-rb-o shgc-0.35 2%S (2)
26
1.080
32.4
842
80.3
0
2,088
UP-Ceil-I6D-1919 X 14
266
0.049
1.5
391
1.2
0
326
Floor-22A-pm 44 ft..Per.
44
1.180
35.4
1,558
0.0
0
0
Subtotals for Structure:
5,069
0.
4,626
Infil.: Win.: 38.2, Sum.: 21.8 396
3.177 .1,258
0.909 905
360
Ductwork:
- 0.200 1,265
0.200 146.
1,289
People: 200 IaUper, 230 sen/per: 2
400_
460
Equipment:
1,000 °
..-1,000
Rooin Totals:7,592 2,451 7,735
System 1, Zone 1 Summary Loads (Peak Method)
1A-rb-o: Glazing -Single pane, operable window, reflective,
157
5,086
0
9,106
9,106
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with tight weave with 25%
coverage
1A-cb-d: Glazing -Single pane, sliding glass door, clear,
104
3,370
0
3,864
3,864
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with tight weave with 25%
coverage
11 D: Door -Solid Core
37.6
440
0
308
308
14E-4-8c: Wall -two courses brick, brick on concrete or 8
1303
5,942
0
799
799
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cam,
227A
662__
0--
--30--
-30-
--no-board-Insulation-,brickk finish, wood studs
16D-19: Roof/Ceiling-Under attic or knee wall, Vented
1531
2,251
0
1,876
1,876
Attic, No Radiant Barrier, Dark Tile, Slate or Concrete,
R-19 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:
24,406
0
15,983
15,983
People:
4
800
920
1,720
Equipment: -
3,200
3,200
6,400
Lighting:. ',
0
0
0
Ductwork:
6,043
584
4,353
4,937
Infiltration: Wint&-CFM:176, Summer CFM: 101
5,811
4,180
1 661"
5,841
System:1'Zone 1'LoadTotals:
36,260
8,764
26,117
34,881
,>.. .. R<8;:a.>:.R..i`.;y.nvF.:...............:2.......o..........,.........��..ac.:am<a:.vrc<o.:<:a«<L:a::.c>a.»¢::...w..>'ci..: �<........ak`
Supply CFM: 1,188 (4.7 AC/hr)
CFM
Per Square ft.:
0.776
Square ft. of Room Area: 1,531
Square
ft. Per Ton:
527
Total Sensible Gain: 26,117 Btuh 75 %
Total Latent Gain: 8,764 Btuh 25 %
Total Cooling Required: 34,881 Btuh 2.91 Tons (Based On Sensible + Latent)
S:Yq`a�`.&:ra„ ::Y». "r Ili v \'e. e aa`E
.i�13�bu.,,.,,,,,\m .., z. ..,, §:Z:> ,oa.,�a.,.r,\:\.: +:x c,.
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.
IH-rb-o: Glazing -Single pane, operable window, reflective
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with tight weave with 25%
coverage
1A-cb-d: Glazing -Single pane, sliding glass door, clear,
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with tight weave with 25%
coverage
11D: Door -Solid Core
14E4-8c: Wall -two courses brick, brick on concrete or 8
inches concrete, 8 inches of 140# concrete with R4
board insulation
12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity,
no board insulation, brick finish, wood studs
16D-19: Roof/Ceiling-Under attic or knee wall, Vented
Attic, No Radiant Barrier, Dark Tile, Slate or Concrete,
R-19 insulation
22A-pm: Floor -Slab on grade, No edge insulation, no
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
104 3,370 0 3,864 3,864
37.6 440 0 308 308
1303 5,942 0 799 799
227.4
662
0
30
30
1531
2,251
0
1,876
1,876
188
6,655
0
0
0
Subtotals for structure:
24,406
0
15,983
15,983
People:
4
800
920
1,720
Equipment:
3,200
3,200
6,400
Lighting;,
0
0
0
Ductwork:
6,043
584
4,353
4,937
Infiltration: Winter CFM: 176, Summer CFM: 101
5,811
4,180
1,661"
5,841
Ventilation: Winter CFM: 0, Summer CFM: 0
0
0
0
0
System 1 Torrey Pines Mod. E Load Totals:
36,260
8,764
26,117
34,881
Square ft. of Room Area: 1,531
Square R Per Ton: 527
.... .. ..e::..,:n xo:,�`,'.@.v.. ar`• ,:.`e':..:,:.%0.:.2 .. .d... r .,kn. :>.oJ:>..,.y,,. .. J ..S.v. , t�o<Y> , i,!C`a'O
Total Heating Required With Outside Air:
35,260
Btuh
36.260
MBH
Total Sensible Gain:
26,117
Btuh
75
%
Total Latent Gain:
8,764
Btuh
25
%
Total Cooling Required With Outside Air:
34,881
Btuh
2.91
Tons (Based On Sensible + Latent)
uaicwanons are based on 6th 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.
Total Building Summary Loads
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with tight weave with 25%
coverage
IA-cb-d: Glazing -Single pane, sliding glass door, clear,
104
3,370
0
3,864
3,864
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, white or
reflective color drapes with tight weave with 25%
coverage
11D: Door -Solid Core
37.6
440
0
308
308
14E-4-8c: Wall -two courses brick, brick on concrete or 8
1303
5,942
0
799
799
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-11 insulation in 2 x 4 stud cavity,
227.4
662
0
30
30
no board insulation, brick finish, wood studs
16D-19: Roof/Ceiling-Under attic or knee wall, Vented
1531
2,251
0
1,876
1,876
Attic, No Radiant Barrier, Dark Tile, Slate or Concrete,
R-19 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:
24,406
0
15,983
15,983
People:
4
800
920
1,720
Equipment:
3,200
3,200
6,400
Lighting:
0
0
0
Ductwork:
6,043
584
4,353
4,937
Infiltration: Winter CFM: 176, Summer CFM: 101
5,811
4,180
1,661
5,841
Ventilation: Winter CFM: 0, Summer CFM: 0
0
0
0
0
;Total Building Load Totals:
36,260
8,764
26,117
34,881
mi_rsunamg buppry arm: 1,165 (4.7 AC/hr) CFM Per Square ft.: 0.776
uare ft. of Room Area: 1,531 Square ft'Per Ton: 527
Total Heating Required With Outside Air:
36,260 Btuh
36.260
MBH
Total Sensible Gain:
26,117 Btuh
75
%
Total Latent Gain:
8,764 Btuh
25
%
Total Cooling Required With Outside Air:
34,881 Btuh
2.91
Tons (Based On Sensible + Latent)
eSN........ .:.,.:...::.........)e.,C..ia. .:(a.R..G..:a...a.<x.�1 R$>\`ai'.•;<a »[4
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.
117
Zone 1
1,531
26,117
8,764
34,881
36,260
471
1,188
1,188
1-Bdrm #2/Bth
266
7,735
2,451
10,186
7,592
99
352
352
3B
2-Din Rm/Kit
425
3,799
2,301
6,100
7,414
96
173
173
2-5
3-LivRm
360
8,164
1,072
9,236
10,188
132
371
371
3-7
4-MstrBdrmBth/Laund
480
6,419
2,940
9,359
11,066
144
292
292
3-6
Miscellaneous Report
Summer: 90 78 50 75 61.09
Calculate:
Use Schedule:
Roughness Factor:
Pressure Drop:
Minimum Velocity:
Maximum Velocity:
Minimum Height:
Maximum Height:
Yes
Yes
0.00300
0.1000
in.wgJ100 ft.
650
ft./min
900
ft./min
0
in.
0
in.
Infiltration:
Volume of Conditioned Space:
Total Building Infiltration:
Total Building Ventilation:
0.700
AC/hr
X 15109
Cu.ft.
10,576
Cu.ft./hr
X 0.0167
176
CFM
0
CFM
Yes
Yes
0.01000
0.1000
in.wgJ100 ft.
450
ftJmin
750
ft./min
0
in.
0
in.
Summer
0.400
AC/hr
X 15109
Cu.ft.
6,044
Cu.ftJhr
X 0.0167
101
CFM
0
CFM
—System 1—
Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 41.50 = (0.68 X 0.999 X 61.09 Grains Difference)
Infiltration & Ventilation Sensible Lass Multiplier: 32.97 = 0.10 X 0.999 X 30.00 Winter Temp. Difference)
Project Report
Project Date:
Client Name:
Client Address:
Client City:
Client Phone:
Company Name:
Company Representative:
Company Address:
Company City:
Company Phone:
The Torrey Pines Mod. E
Thursday, May 08, 2003
Kolter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucie, FI 34986
772-468-4703
Nisair Air Conditioning
Jose
1501 Decker Ave. - D404
Stuart, FI.34994
772-283-0904
Keterence city:
Fort Pierce,
Daily Temperature Range:
High
Latitude:
27
Degrees
Elevation:
25
ft.
Altitude Factor:
0.999
Elevation Sensible Adj. Factor:
1.000
Elevation Total Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Outdoor
Outdoor
Indoor
Dry Bulb
Wet Bulb
Rel.Hum
Winter: 42
0
0
Summer: 90
78
50
Square ft. of Room
Indoor
Dry Bulb
72
75
Grains
Difference
0
61
Square ft. Per Ton:
527
-Total Sensible Gain: 26,117 Btuh, 75 %
Total Latent Gain: 8,764 Btuh 25 %
Total'Cooling Required With Outside Air: 34,881 Btuh 2.91 Tons (Based On Sensible + Latent)
� a4`i; ..ai> .B....:s.:�\ato�X.D..,
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.
The Torrey Pines Mod. E
HVAC Load Calculations
for
Kolter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucie, FI 34986
Prepared By:
Jose
Nisair Air Conditioning
1501 Decker Ave. - D404
Stuart, FI. 34994
772-283-0904
Friday, May 09, 2003
ENERGY PERFORM` t LEVEL: (EP.L,)
DISPLAY CARD
ESTMAT) D
The h
KOLTER SIGNATURE HOMES, INC.,, PORT ST. LUCIE, FL,
1. New ounabuc6on or wdsde
_
12. Cooling sysroms'
2. Single family or multi -firmly
3. Number of unit, i£mahl.family
Multi fmmly
b• —
a Central Unit
Cap; 36.0 k_
4. Number of Bedrooms
S
3
b. NIA
SFGIt 12,00 12.00 —
5. is thia a worst euse7
yes-
6. Conditioned floor area (W)
1530 w
a NIA
—
7' Glasa mea a type
SinglePere Double Puno
A. Mar -Sin& pees,
b. Clear• dcublo Fuse
—
0.0 tN 0,0 ft. ,.�
13. Hinting systems
m TinVother $HOC • single pane
213511' 01002
a. meanic Heat Pump
Cap: 36.O JObAr _
d. ThWother SHCC-double pane
0.0 fl' 0.0 am r.
b. N/A
MET. 75o —
8. Flowt)ws
—
a. SlabOn-Grede Edge Insulation
R=0.0, 195.0(2) it
0. NIA
—
b: N/A
—
T
o. NIA
14. Hotwmersyomw
—
9. Wall tyM
a. Conotete, IntInsul, 9xkrlor
R-d$ 1134.0 Sc —
(L MeganResiatanee
Cup: 40.0 gallons —
b.'Cbmtele, brt insuL A03scent
R-42 - 347.0 W
b. NIA
BE 094 —
o.'Frnmry Wood, Adjaoem
—
R=U.0, 270.01V
—
d. N/A
_
_
o. Conecrvation croft
�•
N/A' . - -
(HR Hcut roaowry, Solor
]0;-:CollrAtties
's
_
DWkDediculedhmtpamp)
., a Under Atli
R-19.0, 1530.O R'
15. 11VAC crodih
b. NIA
—
--
(CF&w'Sng fart' CVL'rwa ventilation,
—
.
o, N/A �'
BY -Whole houno 6m,
11. Duns
_
.Pl:pmgmmmablaThennoamt
-a. Sup: Una. Rat Con. AM lataier
'
Sup. R-6.0,125.0 it —
M7.O•Mo}taono cooling,
b. N/A ,
MZ H-Multizone beating)
I certify that this horns has complied with the Florida Eng83' Eflicierkcg:Code-For. Buildingc1
Construction through the above ette W mving feanire6'which'will•ti"e'.lnstellcd (or!o coeedecn
in this hems before flnPimogdom Odlernise, a neiv EPL Display Card-*" be completed
based or installed feallm.
Builder Signature: Date:
�-� l3
Address of Now Home: 71V QaiiC% City/Mzip: L.) 1PL'1 Z 498d,
*]VOTE.- The home's estimated energy performance score Is only available through the MAIAES computer program.
This ism a Building Diergy Rating. Vfjronr score is 80 or greater (or Wfor"o US EPAIDOEBnergysStrb K designation),
your home may qualo for energy ggiaiency mortgW (BSMo incentives. fyou obtain Florida &ergy Gauge Rating. ,
Contact the Energy Gauge Hotline at 3211638-1492 or see the ,Enetgy Gauge web site atwww..fteanefedu for
information and a list of certified Raters. Far information about.Florida'sEbergp Efflelency Code For Building
construction. -
contact the Department of Community Affa> 188Q,4�'.Arsion: FLRCSB v3-30).
0
Y
-5-- �,-,:Z003
Equipment Schedule
Unit# I SEER / HSPF�
Make 4 6iyiVOkfons J'
Cond.Unit Mod.# 0�34
A/H Unit Mod.# d8.?-fAf- -/
Heater Mod.#,EC/3Z9 Dd'
Sensible Cooling ��4 ,Zoo
Latent Cooling i 000 O
Total Cool BTUs': 6'0 D 0
I
09/16/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 08
FORM 600A-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS:. , PERMIT #:
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST'
QOMPONENTS
SE •BRUIREMENTS
FR�trACW PRACTICE,
CHECK
F rioryMdm s & Doors
608. ,ABC { 1 -
-Maodmum 3 cfhilsa R VAndaW area 6 cfm/sa 1t. dpQf erg.
.....
Efderlm & Adjacmt Walls
Ml.ABC 121
Csulk gaslret,'w p'Or Beal
''. n whdm wdoors & flames, auffwr d ng wall:
—
foundeban & wad sale ar sill plate Jdnts belVJear1 exterior wall panels a<comers; uL'Niy
penellahacna, b�e(}veeri wall penei68loplbottom plates beltiveen wells aril hoar.
F�(CEPTION Frame walls wMre a oontinupus infiRia furrier is installed 116 er WWS
fmm, and to sealed to,,tho fouhdetlen to Cie top orele.' .- .
Fleas
668.1 J19C.1.2.2
Perretratiorte! Ings?1/8".sealed unless bealred loos a Joint mamEere.
EXCEPTION Frarrre floors where a oonNmious IMrltaHon herder is Installed that Is sealed
Cemnge
SWA.ASC 12.3
Elehveen Wells & eetlfnge penetratbns of oelMx,J plane, of trap Roor; 6mund shaft, dmm,
6oRlta chlmrx ys Cadnete'sealed to rAatiti4olfe air barrier, gaps in gyp board & top plate:
atpo access FJ(CEPTICN: F ceillrrgs where a continuous Inhlbatiori baffle is
In9teiled 8>a! la sealed at the o0dmeter at pgnebe6onsand searpg. ,
Recessed Whling Fbdtm
660,1 AB
'non+IC rated, krAw*d Mirim a
:
seelesl be%vglh`1 @" clearerx:e & 3" from Irisulatlon; Of Type IC mtrid with t 24 cfm from
cmtdalonerls�daee` tested . ,
mu F ' Haties
6061 ABC 1 26
it meter oT,jloercayay between Roos.
Adda7ronel li flhratlan re41s
5061 ABC 1 S
F farts vented to outdoois dalnper's;'cornbustton spax Ile 6m comply wb NFPA,
.
h
i�ve busi6oil err '
.6A220T41ERPR'E3CRIPTIVR•MPdRl1RFS�mu¢4:ha.mAl:nr.'iaxrapded:hxalt:rcSidAeCes.L.:
W , PO ENTS ,
'REQUIREMENTS �.....".
CHECK
Water Heaters :-- - '`
6121 �''
Compy wkh etllelenoy requiretnems in Table 6.12 8wRd.1M ckady madeed araiC.
.'.,� leer. eleeCkj or ctitoffdodal•mrtst tis�ra'vfded `EiQemel orbulR-hi frost troll.,_; -fired,
Spa6 &heated paalt must helve cwem (exceptaster hesletl)`.`iJotl-Bammerr taI Poois
8wimniirig Parla AS*
6127
°;'
:.
most have a pump hmei Gtae Spa &pail Ix+aters muss Rave a minimum ttxxprsl.
1
� , �'
W ow:must'be restrlotedto rw ma`s than 2 6 gaAohs ber)rlt�rute at lm PSIO.
_ ,
An Dtsbib ill n Systa=
610.1
All d 0enam chambers saran be rnecJmrrtcelly
attached seeletl, metlWtod, and Installed in accordeno Y m fhe ci tffm of Sedlon 610.
.....
•D,ircJg in wx;ond`dgned ettirx:-R-8 min: Irrsylation _ _ _
HVACC ontrals
-
807
_,.
rate reetlilv:ecceseilile manual or autoiilakk tfrgmrostrd f sail m.
CelRngs-1NIn. R%19 Canmoii�N'elle-Fratna RA I a C6$'R-3 both sides.
Irisulatlorr
8G41, 802,1 `
-
Gammon cellurg & flooft R 11. -
EnargyGampe DCA Form SODA-M01 ErrergyG3u9e2YFIaRES'2601 FLRCSB v3.30
09/16/2003 23:50 7722837229
NISAIR AIR CONDITION
PAGE 07
FORM 80OA 2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
l ADDRESS:... PERMITA l
6A8E
AS -BUILT
WATER HEATING
Number of X Multiplier = Total,
Tank EF Number of X Tank X Multiplier X Credit = Total
Bedrooms ;
Volu'me Bedrooms Ratio Multiplier
3' 2664.00 7692.0
40.0 0.94 3 1.00 2400,34 1.D0 7201.0
':
?'AtiBidlt7dai: 7201.0
EnergyCMWg OCA Form 600A 2001 EnergyG+augefflaRESZ01 FLRCSB v3.30
09/1§,/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 06
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
l ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
Winter Base Points:
5095.1
Winter As Built Points:
9675.9
Total Winter X System =
Heating
Total X
Cep
X Duot X System XX
Credit == Heating
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DM x osM x AHU)
9875 g
1.000
(1.078 x 1 180 x �1.11) 0.455
1.000
6111.8
6095.1 0.6274
3195.7 .
9675 9
1.00
1 388 0.465
1.000
6111.8
Enawwuge' DCA Form 000A4001 EnclVG9Ua0 VFIaRES'8001 FLRCSB 13.30
09/16/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 05
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: , , , PERMIT #: I
BASE
AS; -BUILT
GLASS TYPES
.18 X Condrtfoned X BWPM =
Points
Overhang
Floor Area
Type/SC
Omt
Len HM
Area X WPM X
WOF =Point
.18 18417.0 - 6.86
1940.2
Slagle, Tad
NW
2.0 - `1.0
64,0 15,30
0,99
a180
Single,
SW
13.0 1.0
36.0 12.38
1,57
�9.9
'Single'; TIM
SE
6.0 1,0
9.0 11.49
1.94
20D,4
SUlgie, Ti! t
BE
2.0 � 1.0
24.0 11.49
1.82
602.9
SINIP, Tlr t
BE
7.0 1.6
84.0 11.49
1.94
1425.1
.:PW1o,
Tint .
BE
7.0 1.0
40.0 11.49
1.94
690.7
As,Built Tc1aL
227.0
4039.0
WALL TYPES
Area X BWPM = Po111ts
Type
R Value
Area X WPM
=
Points
A*ment
1020.0 1,60
1638.0
Concete; Int maul, Exterior
-42
630.0 3.26
2053,8
Exterior
630.0 2.00
1260.0
Concrete; 6 hrsul, Adlecerit
t2.
850.6 2.06
1751.0
Rime, w&d Adjacent
1110
1.70.0 1.80
308.0
- _
Base Tom:309
1080.Q, ...
6
., ..,_ 0
As-Bull!Toral
', _
Is A,
41102
POOR TYPES
Area X BWPM = Points
ry -
Area X WPM
Paints
:AdJaaerR ..
• 20.0 4.170
80,0
Extellorineulated''.., ,...
,..
...._... •
20.0. 6.10...
102.0.
Eiiterlor
-�20.0 ';5,10
1020
Adlaoad'Insulelerl
26,0 4.D0
$0.0
13MUtah
40.0
182.0
3As 9WBTofe1...
404
182A
CEILING.TYPESArea X BWRM
= Points}
Type .
R-Value . Area 'X ,WPM X WCM =
Points
, , , , ,
Under Attic
1093.0 D.Bd
898.6 '
Under Atfb �-' - �
- 19.0
1093.0 0.87 X 1.00
950.9
ease TOAL
1003A
699.6,
A3.Srilll Total:
1093.0
950.0
FLOOR TYPES
Area X BWPM
rig
Points
Type
R-Value
Area X WPM
=
Points
Slab -
•165.0(p) 4
-313.5
SIa1�CnClrade Edge Insulation
ox
165.0(p Z50
412.5
Raised
-.0.0 0.09
".0.0
. .. -
Base Total
313.5..
AsSuiB Total:
186A
412.6
INFILTRATION
Area X BWPM
= Points
Area X WPM
Paints
;:, :. .:�..... .,:.r
':41647.O..w,'^-0.28 ,.. .-a17.2N
w��, �:.;'x t ...'.,;.�.:.
...::, .. •
1647:0:' 428
-617.2
Err WGauga® DCA Fond SMA-2001 Ert0T9Gat9MM0RES=1 FLRCSB Y3.30
09/16/2003 23:50 7722837229 NISAIR AIR CONDITION PAGE 04
FORM 600A 2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , r PERMIT #: i
BASE.
A$,�BUILT
Summer Base Polnits:
34121.5
Summer AS -Built Points:
30312.1
Total Summer X System
— Cooling
Total X
Cap
X Dud X System X
Credit
= Cooling
Points Multiplier
Points
Component
Ratio
. Multiplier Multiplier
Multiplier
Points
(DM x DSM x AHU)
.
"
30312.1
1.000
(1.D87x 1.160.X 1.10) 0,204
1.Om
11844.3
_
34121.5 0.4286..
1!4556.2
30312.1
1.0.0,
1.375 0.284
1..000
11844.3
EnnyGauge- DCA Farm 600A,2001 ffroMyrAugaWFIaRE$=1 FLRCSE v3.30
09/16/2003 23:50 7722837229 NISAIR AIR CDNDITION PAGE 03
FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
I ADDRESS: , r , PERMIT #: I
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BSPM = Points
Overhang
Floor Area
Type/SC
Omt
Len Hgt
Area X SPM X SOF = Points
.19 18t7.0 25.78 8970.8
Srr4e,T14
N1N
2.0 1.0
54.0
$3.43
0M
1010.2
shgk, Tint
SW
13.0 1.0
36.0
47,31
0.40
674.0
SGgIe, Tk
SE
5.0 1.0
9.0
50.80
0.41
185.9
Slpgle, Tint
SE
20 1.0
24.0
50.80
0,43
52Z2
Slagle, 77ntSE
7.0 1.0
84.0
50.90
0.41
1$22.2
Shp, Tint
SE
7.0 1.0
40.0
50,80
0.41
8M.4
. As;6pIII Total:
227A
4641,0
WALL TYPES
Area X BSPM, =
Points
Type
R-Value
Area
X SPM
=
Points.
.
. t
Adjacent
1026.0 0,76'
714.0
OOpW . ini lr1 u6 Ex6ft
4.2
630.0
1.16
730.8
Exterior -
630.0. 1.90
1107.0
Conc/81e, It t Nisei, Adjacent
4,2
950.0
0.64
544.0
Woad, AdJaCent
11.0
170,0
0.70
119.0
Base Total;,.
1660.0 " .;
•A911A
As-t3 itTMEd-„'; -'
1660.0,
1393.9.
DOOR TYPES
Area X BSP.M =Points
Type ,
Area
X SPM
=
Points
`:...
Ad} =d
20.6 1 80
32.0
F.rderior l lsulated. ,,, _..
.
20.0
4,80
90.0
Exketff
20.0 4.60,
66.0
AdJ000i+tirid a6d
20.0
1.60
32.0
Base Total:
..40.0 ,
129.0_
Ab Built T�01;.
40.0
129.0
CEILING.TY fES -A ea X BSPM
Points
Type "„
R Value ` 'Area X SPM X SCM =
Points
UnderAtOc
1093.0 213.
23281
UderAtOo
19.0
1093.0
2.32X1.00
3062,3
Base Total:
1699.0
2328.1
,As-Suill Total:
1093.0
3002A
FLOOR TYPES
Area, X BSPM=
Points
Type
R-Value
Area
X SPM
=
Points
Slab
165,0(p) •31 e
-5247.0
Slab-0n4rade Edge Insulation
0.0
15$,0(p
-31,90
5263.5
Raised
010 .0100
0.0
_
Base Total:
.52474.
AS-aullt Total:
165.0
4293.5
INFILTRATION
Area X BSPM =
Points
Area X SPM
=
Points
...
�s�18470 • =r..14:31 .. ;:26430.0
.. ::^s . n. .. .._... _,..
. ,1....
, ,.._
.. 1847,0 ..14.31
26430X
EnergyGavge® DCA Form 600A-2001 EmW/Gauge®rF14RES'2001 FI.RCSB V3,s0
FORM 600A-2001
FOR
Florida Department:o£;CornMtjnity; wafrs
_ Residential Whole i3uMin g: Perr-#orrnanC0Vethod A
Project Name: THE TOWNHOME MOD, D2 Builder KOLTER
Address: Permitting Office;
City, State: Permit Number.
Owner KOLTER SIGNATURE HOMES, INC. Jurisdiction Number.
Climate Zone: Central
1. New onnshvottou or eadsdng
Now
.:12. Conling systFms:. .
2. Single family " mul8-fhmily
Molli-1amllY —
a. Central unit ...
Cep:36.0lcHtulhr
3. Number ofunh% if multi-fbmily
' 8
_
4. NumbarafBWinoms
_
3
b. N/A -
SSEEt:i12.00 _•
5. , is this a warm case?
_
vu;
—
6. Conditioned0twama(fe)
184711-
a N/A'
-
7. Glass Urn a typo
Binglo pane Double Pane —
—_
a Clear glass, defaultU-factor
0.0 ffi 0.0 fe —
Is. Hoadng sysMma
b. Defuulttint
227.0 tF 0.01t' _
a. Ehsuia Met Pump
Cap; 36.0 k&u/hr
a Labeled U or MOC
0.0 f3' 0.0 AM
_
11spF: 7.50
8. Flaortypcs
b.N/A
—
a slabon-0rado Rdgo rnsulatioo
_
Rro.0, 165.0(p) ft
-
b. WA
—
a. N/A
a N/A
_
—
9. Wall types
—
. 14. Hot wafer ayelmna
—
a. Con=M rntl=4 Evcrior
R42, 630.0 fla —
a Electricc Resismnw
Cap: 40.0 gelbna
b. Conon tq rntlnaal Adjeamt
R-4.% 850.0 fiG _
_
EF: 0.94
e. Frame. Wood, Adjaoem
R-11.0.170.0 fla —
b. N/A
-
d. N/A
—
a. N/A
. a. Cunneryation cm4fts
—
10. oilangtypm
_
.;' (HR-Reafeoowery,Soiar
—
a. UndwAtdo
R-19.0,1093.0 ffi _
DiR-Dedicated heat pump)
b. N1A
" 15. HVAC matits
e. WA
_
:(CF-Coll!ngfaa,,CV.Ctorsventibition,
—
11. Duou
_
BF -Whale fiouem fan
o. Sup. Una. Rct: Una. AH; Atda
Sup. R'4.0. 150,0 ft _
PT-Pmgmmiimble Thmmosmt,
b. N/A
W-C-MuHmne Cooling,
M7 N-Multipgna beating)
Glass/Floor Area: 0.12
Total:as-builtpointA 25.157
Totalbase paints: 2544
I hereby Vertify that the plans and speciffcationst�vered,
by this calculation are in compliance with the Florida`
Energy Code.
PREPARE
DATE:
I hereby certify that this bull i , as designed, is in
compliance with the Florida e,
OWNER/AGENT:
DATE -
PASS
BUILDING OFFICIAL:
DATE-
`FORM 60OA-2001
Code Compliance Checklist
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT*
6A-21 INFILTRATION REDUCTION COMPLIANCE CHECKLIST
COMPONENTS
SECTION
REQUIREMENTS FOR EACH PRACTICE
CHECK
Exterior Windows & Doors
606.1.ABC.1.1
Maximum:.3 cfm/s .ft. window area:.5 cfm/s .ft. door area.
Exterior & Adjacent Walls
606.1.ABC.1.2.1
Caulk, gasket, weatherstrip or seal between: windowsrdoors & frames, surrounding wall;
foundation & wall sole or sill plate; joints between exterior wall panels at comers; utility
penetrations; between wall panels & top/bottom plates; between walls and floor.
EXCEPTION: Frame walls where a continuous Infiltration barrier is installed that extends
from and is sealed to the foundation to the top plate.
Floors
606.1.ABC.1.2.2
Penetrations/openings >1/8" sealed unless backed by truss orjoint members.
EXCEPTION: Frame floors where a continuous Infiltration barrier is installed that is sealed
to the perimeter, penetrations and seams.
Ceilings
608.1.ABC.1.2.3
Between walls & ceilings; penetrations of ceiling plane of top floor, around shafts, chases,
soffits, chimneys, cabinets sealed to continuous air barrier, gaps In gyp board & top plate;
attic access. EXCEPTION: Frame ceilings where a continuous Infiltration barrier is
installed that Is sealed at the perimeter, at penetrations and seams.
Recessed Lighting Fixtures
606.1.ABC.1.2.4
Type IC rated with no penetrations, sealed; or Type IC or non -IC rated, installed inside a
sealed box with 10 clearance & 3" from Insulation; or Type IC rated with < 2.0 cfm from
conditioned space, tested.
Mufti -story Houses
606.1.ABC.1.2.5
Air barrier on perimeter of floor cavity between floors.
Additional Infiltration reqls
606.1.ABC.1.3
Exhaust fans vented to outdoors, dampers; combustion space heaters complywith NFPA,
have combustion air.
6A-22 OTHER PRESCRIPTIVE MEASURES must be met or exceeded bv all residences.
COMPONENTS
SECTION
REQUIREMENTS
CHECK
Water Heaters
612.1
Comply with efficiency requirements In Table 6-12. Switch or clearly marked circuit - -_
breaker electric or cutoff as must be provided. External or built-in heat trap required.
Swimming Pools & Spas
612.1
Spas & heated pools must have covers (except solar heated). Non-commercial pools
must have a pump timer. Gas spa & pool. heaters must have a minimum thermal
efficlencV of 7896.
Shower heads
612.1
Water flow must be restricted to no more than 2.5 gallons per minute at 80 PSIG.
Air Distribution Systems
610.1
All ducts, fittings, 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
607.1
Se rate readily accessible manual or automatic thermostat for each system.
Insulation
604.1, 602.1
Ceilings -Min. R-19. Common walls -Frame R-11 or CBS R-3 both sides.
Common calling & floors R-11.
fi0RW600A-2001
WATER HEATING & CODE COMPLIANCE STATUS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT #:
BASE
AS -BUILT
WATER HEATING
Number of X Multiplier
= Total
Tank EF
Number of X Tank X Multiplier X Credit = Total
Bedrooms
Volume
Bedrooms Ratio Multiplier
3 2564.00
7692.0
40.0 0.94
3 1.00 2400.34 1.00 7201.0
As-Bullt Total:
7201.0
CODE
COMPLIANCE STATUS
BASE
AS -BUILT
Cooling + Heating +
Points Points
Hot Water
Points
= Total
Points
Cooling + Heating + Hot Water = Total
Points Points Points Points
14556 3197
7692
26445
11863 5705 7201 24769
PASS
FORM 60OA-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:... PERMIT*
BASE
AS -BUILT
Winter Base Points:
5096.1
Winter As -Built Points:
9032.6
Total Winter 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)
9032.5
1.000
(1.078 x 1.160 x 1.11) 0.455
1.000
5705.4
5096.1 0.6274 -
3196.7
9032.5
1.00
1.388 0.465
1.000
5705.4
FORM 600A-2001
WINTER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS:. , , PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BWPM =
Points
Overhang
Floor Area
Type/SC
Omt
Len
Hgt
Area X WPM X
WOF = Point
.18 1847.0
6.86
1948.2
Single, Tint -
NW
2.0
1.0
60.0
12.51
0.99
742.7
Single, Tint
SW
13.0
1.0
40.0
9.88
1.57
622.0
Single, Tint
SE
5.0
1.0
10.0
9.12
1.94
176.8
Single, Tint
SE
2.0
1.0
30.0
9.12
1.82
499.2
Single, Tint
SE
7.0
1.0
64.0
9.12
1.94
1131.5
Single, Tint
SE
7.0
1.0
40.8
9.12
1.94
721.3
As -Built Total:
244.8
3893.6
WALL TYPES
Area,X
BWPM
= Points
Type
R-Value
Area
X WPM
=
Points
Adjacent
1020.0
1.80 -
1836.0
Concrete, Int Insul, Exterior
4.2
630.0
3.26
2053.8
Exterior
630.0
2.00
1260.0
Concrete, Int Insul, Adjacent
4.2
550.0
2.06
1751.0
Frame, Wood, Adjacent
11.0
170.0
1.80
306.0
Base Total:
1660.0
3096.0
As43alft Total:
1660.0
4110.8
DOQR.TYPES
Area X
BWPM
= Points
Type
Area
X WPM
=
Points
Adjacent
-20.0
4.00
80.0
Exterior Insulated
20.0
5.10
102.0
Exterior
20.0
5.10
102.0
Adjacent Insulated
20.0
4.00
80.0
Base Total:
40.0
182.0
As -Built Total:
40.0
182.0
CEILING TYPESArea X BWPM
= Points
Type
R-Value
Area X WPM X WCM =
Points
Under Attic
1093.0
0.64
699.5
Under Attic
19.0
1093.0
0.87 X 1.00
950.9
Base Total:
1093.0
699.6
As -Built Total:
1093.0
960.9
FLOOR TYPES
Area X
BWPM
= Points
Type
R-Value
Area X WPM
=
Points
Slab 165.0(p)
-1.9
313.5
Slab -On -Grade Edge Insulation
0.0
165.0(p
2.50
412.5
Raised
0.0
0.00
0.0
Base Total:
-313.5
As -Built Total:
165.0
412.6
INFILTRATION
Area X
BWPM
= Points
Area
X WPM
=
Points
1847.0
-0.25
-517.2
1847.0 -0.28
-517.2
fORM'600A-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , . PERMIT #:
BASE
AS -BUILT
Summer Base Points:
34121.5
Summer As -Built Points:
30358.9
Total Summer X System
= Cooling
Total 'X
Cap
X Duct X System X
Credit
= Cooling
Points Multiplier
Points
Component
Ratio
Multiplier Multiplier
Multiplier
Points
(DM x DSM x AHU)
30358.9
1.000
(1.087 x 1.150 x 1.10) 0.284
1.000
11862.6
34121.5 0.4266
14556.2 1
30358.9
1.00
1.375 0.284
1.000
11862.E
`FORM 60OA-2001
SUMMER CALCULATIONS
Residential Whole Building Performance Method A - Details
ADDRESS: , , , PERMIT #:
BASE
AS -BUILT
GLASS TYPES
.18 X Conditioned X BSPM =
Points
Overhang
Floor Area
Type/SC
Omt
Len Hgt
Area X
SPM X
SOF
= Points
.18 1847.0
26.78
8670.E
Single, Tint
NW
2.0 1.0
60.0
31.34
0.56
1052.1
Single, Tint
SW
13.0 1.0
40.0
44.31
0.40
701.3
Single, Tint
SE
5.0 1.0
10.0
47.60
0.41
193.6
Single, Tint
SE
2.0 1.0
30.0
47.60
0.43
611.7
Single, Tint
SE
7.0 1.0
64.0
47.60
0.41
1239.1
Single, Tint
SE
7.0 1.0
40.8
47.60
0.41
789.9
As -Built Total:
244.8
4687.7
WALL TYPES
Area X
BSPM
= Points
Type
R-Value
Area
X SPM
=
Points
Adjacent
1020.0
0.70
714.0
Concrete, Int Insul, Exterior
4.2
630.0
1.16
730.8
Exterior
630.0
1.90
1197.0
Concrete, Int Insul, Adjacent
4.2
850.0
0.64
544.0
Frame, Wood, Adjacent
11.0
170.0
0.70
119.0
Base Total:
1660.0
1911.0
As46uilt Total:
1660.0
1393.8
DOOR TYPES
Area X
BSPM
= Points
Type
Area
X SPM
=
Points
Adjacent
2010
1.60
32.0
Exterior Insulated
20.0
4.80
96.0
Exterior
20.0
4.00
96.0
Adjacent Insulated
20.0
1.60
32.0
Base Total: �'.40.0
128.0
As, -Built Total:
40.0
126.0
CEILING TYPES Area X
BSPM
= Points
Type
R-Value Area X SPM X SCM =
Points
Under Attic
1093.0
2.13
2328.1
Under Attic
19.0
1093.0
2.82X 1.00
3082.3
Base Total:
1093.0
2328.1
As -Built Total:
1093.0
3082.3
FLOOR TYPES
Area X
BSPM
= Points
Type
R-Value
Area
X SPM
=
Points
Slab
165.0(p)
-31.8
5247.0
Slab -On -Grade Edge Insulation
0.0
165.0(p
-31.90
5263.5
Raised
0.0
0.00
0.0
Base Total:
.6247.0
As -Built Total:
166.0
5263.6
INFILTRATION
Area X
BSPM
= Points
Area
X SPM
=
Points
1847.0
14.31
26430.6
1847.0 14.31
26430.6
FORM'600A-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: THE TOWNHOME MOD. D2 Builder. KOLTER
Address: Permitting Office:
City, State: Permit Number.
Owner: KOLTER SIGNATURE HOMES, INC. Jurisdiction Number:
Climate Zone: Central
1. New construction or existing
New _
12. Cooling systems
2. Single family or multi -family
Single family _
a. Central Unit
Cap: 36.0 kBtu/hr
3. Number of units, if multi -family
I _
SEER: 12.00 _
4. Number of Bedrooms
3 _
b. N/A
_
5. Is this a worst case?
Yes
6. Conditioned floor area (R')
1847 ft'
c. N/A
_
7. Glass area & type
a. Clear - single pane
0.0 R2 _
. 13. Heating systems
b. Clear - double pane
0.0 ft2 _
a. Electric Heat Pump
Cap: 36.0 kBtu/hr _
c. Tintlother SHGC - single pane
244.8 ft2 _
HSPF: 7.50 _
d. Tint/other SHGC - double pace
0.0 ft2
b. N/A
8. Floor types
_
a. Slab-On-Gmde Edge Insulation
R=0.0, 165.0(p) ft _
c. N/A
b. N/A
c. N/A
14. Hot water systems
9. Wall types
_
a. Electric Resistance
Cap: 40.0 gallons
a. Concrete, Int lnsul, Exterior
R-42, 630.0 ft' _
EF: 0.94
b. Concrete, Int Insul, Adjacent
R=4.2, 850.0 ft2 _
b. N/A
c. Frame, Wood, Adjacent
R=I1.0, 170.0 ft' _
_
d. N/A _..
c. Conservation. credits'-
e. N/A - ..
_
(HR-Heat recovery, Soler
10. Ceiling types
_
DHP-Dedicated heat pump)
a. Under Attic '
R=19.0, 1093.0112 _
15. HVAC credits
-
b. N/A
_
(CF-Ceiling fan, CV -Cross ventilation,c.,N/A
..
HF-Wholehousefan,
•Ll.;,[Ducts;=t
PT -Programmable Thermostat,
a ySup:'Unc> Rot: Una -AH: Attic
r -.
Sup. R=6.0, 150.0 ft _
M&C-Multizone cooling,
s b; 'N/A
MZ-H-Multizone heating)
Glass/Floor Area: 0.13 Total as -built points: 24769 PASS
Total base points: 25445
1 hereby certify that the plans and specifications covered
by this calctilation are in compliance with the Florida
Energy Code.
PREPARED BY: 'z_ DS6-
DATE: 6 -,Z. z 003
1 hereby certify that this building, as designed, is in
compliance with the Florida Energy Code.,
OWNER/AGENT:
DATE:
Review of the plans and
specifications covered by this
calculation indicates compliance
with the on
Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
,: r.w owmmg�
=7 mp C o N O�
,:Qn M O =O' m N
N C_
�
v
N ID
T
O CD `G
N
06
CD
o m
p
c
P
x
co
m
W M V 0 0 A W N�
,5 K r'O CO al0 CL CL 2
c m
;33� CL
3 CL # z co3 ID �''
5 '
v � �
� � N � W N
M 41 V 0 0 0 0 0
A W W N O O A 0
+W 4%W � 0s
-40 M00o W -40
N 0 0 0 0 0 N A
A
N 1 V -
W m-*m"-+fJt w W �
W j L�L N -L LNL LNL 1s
�AN W 00(NOTAN
W M 0. W� 0 J
0 NWNul0
A Oo IU 0- 0 A?
0 0 0� 0 0 V 0 N
N(o(o ON CD (0 oA
N N � � N
A A 0 0 0 0 0 A N
4 -+W N00O W O
0(O W 00 W N0(o
A WOV(oWON-+
(o (O W A001�(0
AWOV(oWON--�
Detailed Room Loads - Room 9 - Mstr BdrmlBth (Peak Method)
Room Length:
32.0
ft.
System Number:
1
Room Width:
12.0
ft.
Zone Number:
I
Ceiling Height:
10.0
ft.
Supply Air Changes:
3.9
AC/hr
Number of Registers:
3
Actual Winter Vent.:
0
CFM
Runout Duct Size:
5
in.
Actual Summer Vent.:
0
CFM
Runout/jrVekxcirly:
610
ft./min.
Percent nfSupply:
O
%
Design Loss:
0.100
in.wgJ1ODft.
Actual Winter |nfi|.:
50
CFM
Actual Loss:
O3O6in.vvg.dOOft.
Actual Summer |nfi|.:
28CFM
8-VUe|l-14E-4-8c12.5 X1O
95
0152
4.6
433
0.8
O
79
VV40aU-14E-4-8o7X1O
30
0.152
4.6
137
24
O
72
S^G|e-1A-rb-omhgo-O.3510D%S
30
1.080
32.4
973
27.1
O
814
VV s4A'd+dmhgo'0.3510096S
40
1.080
32/4
1,298
27.2
O
1.086
UP-Fiuu|-18A'1932 X12
384
0D51
1.5
588
13
D
508
F
.a ' �fita:Saibxatsilt3*retopthenf.inc
:mac CtestilaatialBfLigf�t�mmercfaiHtlACt^aac�' ti ; :'; ?:3"Mi'
OrrMii�1y���C1L
, :H 3,
Y.Cu :'3� ... t�.v. �'f'. .� bt LK S G S
:IGY YI ri"�. li: b j 1`3 it is j
���u9!
s; i y� iy u
:alWtIIl..rS� RIBI
.::1.'.�S'.�u :f.. :),.. ,:.01
Detailed Room Loads - Room 8 - Loft (Peak Method)
..3.... ....... ...,�. ......
42H4"\J\N
..Q.
. .
Calculation Mode: Htg. & clg. Occurrences:
1
'Room Length: 14.0 ft. System Number:
1
Room Width: 11.0 ft. Zone Number:
1
Area: 154.0 sq.ft. Supply Air:
39 CFM
Ceiling Height: 9.4 ft. Supply Air Changes:
1.6 AC/hr
Volume: 1,448.0 cu.ft. Required Vent.:
0 CFM
Number of Registers: 1 Actual Winter Vent.:
0 CFM
Runout Air: 39 CFM Percent of Supply.:
0 %
Runout Duct Size: 4 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity: 448 ft./min. Percent of Supply:
0 %
Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.:
13 CFM
Actual Loss: 0.227 in.wg./100 ft. Actual Summer Infil.:
7 CFM
w:C:'!: .'!�<., v,:°Aii'V \ii!
.. c:G: :G:_ ......!'':»v ::3.':, 'HnJ S� � �'�u>?: 66(�
k;.......btc<„�., :... `T;>T:`:. ym..c.: .:'<;>i.6.:.N.:4""3, yyyy \:"0:>:!' k>2L?: i;:.. b.�r�1+�:;:
..kdY�..<o.33C ...ik.: .iiTs`I::i,. .:.{YP.:.'q:(`:,� .A..> .:.. .. ..... ..
:.'..fii>:< `?1i:S2. T ..:..%pn:.
' S\.cS a•y;.§K. �`b:3b:C�in:. k' `.
'.
<s:b"+> y ..o...
�3:.`lt :. "' b+,<»...c. N:..:. � ' <..3:.<.., <!:....
.ar,. frrv!i:a,.. aS�;�l�1s<a' ....>>:hl�`�I.G.i....�i.:,.iRa ...'ts::i�.,
W -Wall-I4E-4-8c 14 X 9.4 131.6 0.152 4.6 600 2.4
0 316
UP-Roof-18A-19 14 X 11 154 0.051 1.5 236 1.3
0 204
Floor-2013-19 11 X 14 154 0.050 1.5 231 0.5
0 77
Subtotals for Structure: 1,067
0 597
Infil.: Win.: 12.7, Sum.: 7.2 132 3.176 418 0.904
301 119
Ductwork: 0.200 297 0.200
118 143
Room Totals: 1,782
419 859
#ftsuac tteldaftial&f9f!Ca�ineraia[:.k11IA'LaaiG:H::,'is`:::>,.:_:°';;:<s:< -; ;.;;.':;,' £GtsSaftixai diazmTrrpiifrl::
?rrreiKzzdBeruiee ine s F $ Y / 3j Th4'Toireyat13:
Detailed Room Loads - Room 7 - Office/Den (Peak Method)
.,:.a.kag[<.. \<:.:::+ ....:.. ..........\..:;: cc.:.>a�':k::<.:,>.k>:.>,y>.�::;ey::m;?•e.;::coe <..'<;.a[Z¢:x!C �wj:`:o.! '"irk:
Calculation Mode: Htg. & clg. Occurrences:
1
Room Length: 13.0 ft. System Number:
1
Room Width: 11.0 ft. Zone Number:
1
Area: 143.0 sq.ft. Supply Air:
103 CFM
Ceiling Height: 9.4 ft. Supply Air Changes:
4.6 AC/hr
Volume: 1,344.0 cu.ft. Required Vent.:
0 CFM
Number of Registers: 1 Actual Winter Vent.:
0 CFM
Runout Air: 103 CFM Percent of Supply.:
0 %
Runout Duct Size: 6 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity: 526 ftJmin. Percent of Supply:
0 %
Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.:
22 CFM
Actual Loss: 0.177 in.wg./100 ft. Actual Summer Infil.:
12 CFM
� a'3`:3:6a./;kj<.;.
....♦ zt .. :o-x. �,. \. .., '„..`:;:ke,: .,; <...: .........::.>::<:. .:j..:<:.o:<j.:..:j4>:::.: ".. xs,:<.: «.:jxx:<>� '[......>:..>...:«<.,.,' �y
Nux[.»,;.\.\:'h: �tt'
.dv: ...k.
C< ...��..3Y:v..<.�.: ai..,:,.... <,.::.
w`y . f >�Nxr <.!P:
:.+:r.;J <).49;yti•:j. �.
.>�, 6'.`'......... .J>J ,'U'.b".:4.. n;gr0%C' 0.
N.J...K CnPtF.CF. ,.C..,.:.:::> ..J Ci:C< ,
�:.• •••: ••••,'••<..k$\ `<.J..: 3R:a<[< '4i�
'GD`.. \• n.:k".
��aaryf r.1. �� f.'4i
<3
Y>.T:S';,... Y:n:.<�ti�dii. .:;.Yr.. .w.n.. R�#AA'1.J•.R\:'Y..x.. ..f x :it:iY';ae .
W -Wall-14E-4-8c 11 X 9.4 103.4 0.152 4.6 472
.,..�:.0 ,e.3[:!k:?iR.P�I:Ti:2�piY:�ti�'
2.4 0 248
S -Wall-14E-4-8c 13 X 9.4 81.4 0.152 4.6 371
0.8 0 68
S-GIs-1A-rb-d:shgc-0.35100%S 40.8 1.080 32.4 1,322
27.2 0 1,108
(2)
UP-Roof-18A-19 13 X 11 143 0.051 1.5 219
1,3 0 190
Floor-20P-19 11 X 13 143 0.050 1.5 215
0.5 0 72
Subtotals for Structure: 2,599
0 1,686
Infih,Win.: 21.7, Sum.:12.4 226 3.174 716
0.909 515 205
Ductwork: 0.200 663
0.200 118 378
,Room``fotals: ': 3,978
633 2,269
ii8st[��f�v@,vvGt--ldt-�:�.�g�I�i+Anllfl&i�'fd�,%�/:l�i � atiS� 7d n.<'3` z'$ ry - Ki. < �tite'8onviaretsyapYeyrpopment+,�l�M{s�
(iitXaG
Detailed Room Loads - Room 6 - Bdrm #2/Bth/Hall (Peak Method)
N4.<.:,..:.::
p ...:i...Ae:>\: Ni
n i R, ..., .�.: w3.:.A.by.. .n.N..:... :.....:. .. N::< ... .. +.:: �r+<:: `•<<Y@°,... :::K...:... .. .: ::.. <ii3N... ... S. :
.:Q�ariPit�f �t,. :, Y. .ttb:.<:.... ., v;, fR�xb.`o:<�:..
3.c.. F.. ..y. N�..>:v:. �o.>N:QY:>�,`.... r.i.<...
. ....._.. ....... ....:... .> n... ...>b.:..... .u.<v .':..:.a.. ... ..W .. ..N ..:.. .. ,b>:..::..::.:::: Fa.: _F:3::
Calculation Mode: Htg. & clg. Occurrences.
.:::vb$yyi:a:h:•::o'
1
Room Length: 21.0 ft. System Number:
1
Room Width: 13.0 ft. Zone Number:
1
Area: 273.0 sq.ft. Supply Air:
174 CFM
Ceiling Height: 9.4 ft. Supply Air Changes:
4.1 AC/hr
Volume: 2,566.0 cu.ft. Required Vent.:
0 CFM
Number of Registers: 2 Actual Winter Vent.:
0 CFM
Runout Air: 87 CFM Percent of Supply.:
0 %
Runout Duct Size: 5 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity: 636 ft./min. Percent of Supply:
0 %
Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.:
32 CFM
Actual Loss: 0.333 in.wg./100 ft. Actual Summer Infil.:
18 CFM
-!amJ; '';E3>.,N
'�i�Q : \>:b>; .uh IN
.' ss::;` :.`k...::.....:...'S...b.4a.<s.6.,,�F..:.. ,...<a,:>::,.,,c�Q .::. ... ..... >Y. .::.... t. .. ..... ....LI.�:Qb:<.ad..c... `)�iab.... ...<:S't Qa..
}� '� i:�i„,. •3;.Q.n: `r:c<> ,F; ,Q�`.�>;e.3e ,. :�.., A3:. � �:E>.5......:.Y:S.,E:...u..
Q...:.
.u$.:. ...$a'.v
.f:.
W -Wall-I4E-4-8c 21 X 9.4 197.4 0.152 4.6 900 2.4
0 474
N -W611-14E-4-8c 14 X 9.4 111.6 0.152 4.6 509 1.4
0 154
N -GIs-IA-rb-o shgc-0.35 100%S 20 1.080 32.4 648 27.2
0 543
UP-Roof-1 8A-1 9 21 X 13 273 0.051 1.5 418 1.3
0 362
Floor-20P-1 9 13 X 21 273 0.050 1.5 410 0.5
0 137
Subtotals for Structure: 2,885
0 1,670
Infil.: Win.: 31.7, Sum.: 18.1 329 3.176 1,045 0.909
752 299
Ductwork: 0.200 786 0.200
118 636
People: 200 lat/per, 230 sen/per: 2
400 460
,Equipment:
750 -750
Room Totals: 4,716
2,020 .__ 3,815
Detailed Room Loads - Room 5 - Bdrm #3 (Peak Method) -71
C;alculatlon Mode:
Htg. & clg.
Occurrences:
1
Room Length:
14.0
ft.
System Number:
1
Room Width:
13.0
ft.
Zone Number:
1
Area:
182.0
sq.ft.
Supply Air:
98
CFM
Ceiling Height:
9.4
ft.
Supply Air Changes:
3.4
AC/hr
Volume:
1,711.0
cu.ft.
Required Vent.:
0
CFM
Number of Registers:
1
Actual Winter Vent.:
0
CFM
Runout Air:
98
CFM
Percent of Supply.:
0
%
Runout Duct Size:
6
in.
Actual Summer Vent.:
0
CFM
Runout Air Velocity:
501
ft./min.
Percent of Supply:
0
%
Design Loss:
0.100
in.wg./100 ft.
Actual Winter Infil.:
23
CFM
Actual Loss:
0.161
in.wg./100 ft.
Actual Summer Infil.:
13
CFM
N -Wall-14E-4-8c 12 X 9.4
92.8
0.152
4.6
423
1.4
0
128
N -GIs-1 A-rb-o shgc-0.35 100%S
20
1.080
32.4
648
27.2
0
543
UP-Roof-18A-19 14 X 13
182
0.051
1.5
278
1.3
0
241
Floor-2013-19 13 X 14
182
0.050
1.5
273
0.5
0
91
Subtotals for Structure:
2,179
0
1,129
Infil.: Win.: 22.6, Sum.: 12.9
235
3.174
746
0.906
537
213
Ductwork:
0.200
585
0.200
118
360
People: 200 lat/per, 230 sen/per:
2
400
460
Room Totals: 3,510 1,055 2,162
1•ftnraa tteslderrtiol&11g6t4A�nercia�ElTfACfoads f E9t�SafEvraiel7avefaFhRein.lna.
I"?'ersopalhed;�ernce 1n�5 • y . >
F - � >� 3` � '
�n.
� '1'he Tnrre'/ Mot€�'E
, ` ,<
Detailed Room Loads -
Room 4 - Din/Liv (Peak Method)
PN\.\ ...n.....: na.:..c.....\. S`Y,'. $ ..:L. ..n ae.aa..::.a...:.S.a.T.a..oaa ..:a C: a;o:::'.>;L>.: .ii)�i£ �••ii�f�!k:::j
Calculation Mode:
Htg. & clg. Occurrences:
1
'Room Length:
24.0 ft. System Number:
1
Room Width:
15.0 ft. Zone Number:
1
Area:
360.0 sq.ft. Supply Air:
235 CFM
Ceiling Height:
21.0 ft. Supply Air Changes:
1.9 AC/hr
Volume:
7,560.0 cu.ft. Required Vent.:
0 CFM
Number of Registers:
2 Actual Winter Vent.:
0 CFM
Runout Air:
118 CFM Percent of Supply.:
0 %
Runout Duct Size:
6 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity:
599 ft./min. Percent of Supply:
0 %
Design Loss:
0.100 in.wgJ100 ft. Actual Winter Infil.:
75 CFM
Actual Loss:
0.229 in.wgJ100 ft. Actual Summer Infil.:
43 CFM
,. a ::.C..aE .. .A✓.. <,C...
aa<.
....,. a.e[. :...
,.v".4. ..?e>:;>.�
n::1.;no ;xML..
N?`a
3.:. u: !'
n>..:£>. ......:... .ah
�} Jea::::.
TyM1'A. �jj
.. ...k3[•::�.rv?.:.»x..... .? .. ..>.. .< .. .. ... .. ......a:..b::
:. ... ...:..:.. ,.. ,....a...LxL:... .o ,......., a:L .........:.. :a......a. . .. .. .>::.n::aai . ° ... ..o:.:....n..tpi'' E:i!>':>'. o[!Rn
W -Wall-14E-4-8c 24 X 21
504 0.152 4.6 2,298
2.4 0 1,210
S -Wall-14E-4-8c 13 X 21
209 0.152 4.6 953
0.8 0 175
S -GIs-1A-rb-d shgc-0.35 100%S
64 1.080 32.4 2,074
27.2 0 1,738
(2)
UP-Roof-I8A-19 24 X 15
360 0.051 1.5 551
1.3 0 477
Floor-22A-pm 37 ft..Per.
37 1.180 35.4 1,310
0.0 0 0
Subtotals for Structure:
7,186
0 3,600
Infil.: Win.: 74.8, Sum.: 42.8
777 3.176 2,468
0.907 1,775 705
Ductwork:
0.200 1,931
0.200 118 861
Room Totals:
11,585
1,893 5,166
�/in3i .M..M .=yi/�>'wr�. ... .,Il3��n9>mo�s� 'R' y r�rry3ar)�uli��.yroi��re�n,lYt{l, �;ciryl�
Detailed Room Loads - Room 3 - Kit/Brk (Peak Method)
T.. �..
:. .C>. \..v i.....C..F.. .....>:�..>.. i. a ..Y... .<..
:�Qi etal>a.:>".><.;Z�,.vv. .. „v.�. �sA..\..`�?m\::.>.a\`>.,2:h...Jv.>.�:YCF...\..rcR.;a
Calculation Mode: Htg. & clg. Occurrences: 1
Room Length:
20.0 ft. System Number.
1
Room Width:
10.0 ft. Zone Number:
1
Area:
200.0 sq.ft. Supply Air:
181 CFM
Ceiling Height:
8.0 ft. Supply Air Changes:
6.8 AC/hr
Volume:
1,600.0 cu.ft. Required Vent.:
0 CFM
Number of Registers:
2 Actual Winter Vent.:
0 CFM
Runout Air:
91 CFM Percent of Supply.:
0 %
Runout Duct Size:
6 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity:
461 ft./min. Percent of Supply:
0 %
Design Loss:
0.100 in.wg./100 ft. Actual Winter Infil.:
29 CFM
Actual Loss:
0.137 in.wg./100 ft. Actual Summer Infil.:
17 CFM
»:.:. .
m<w.::>.<:. a<:.: :',"J;.<.o&'CY3 `i ., .,;tt.x: c.4:> `. G... L.k:<:»
:e>:J>:.».: <>.J.:?F.. .q..;kt'i>:;vvvg:L;;. 'fi...>,k ..x ti.:i
L ...i.... '.�..0
�i1.o.'k. �,�y .>5..... .F.ev>�n.
> � ... ¢.<> ' <,:.Lx:x� `> �tiL • v>..:..., :. .,:»..><:i>:axJ.o.,>>;.tt� ..y ..L.B..,...ko'.:�<;.?.. `.: z..... ,•;.:.> e : , 01
N -Wall-14E-4-8c 10 X 8 60 0.152 4.6 274 1`.4 } 0 83
E -Wall-14E-4-8c 7 X 8
46 0.152 4.6 210
1.0 0 48
W -Wall-14E-4-8c 21 X 8
168 0.152 4.6 766
2.4 0 403
N -GIs-1A-rb-o shge-0.35 100%S
20 1.080 32.4 648
27.2 0 543
E -GIs-IA-rb-o shgc-0.35 62%S
10 1.080 32.4 324
49.8 0 498
UP-Roof-I8A-19 20 X 10
200 0.051 1.5 306
1.3 0 265
Floor-22A-pm 38 ft..Per.
38 1.180 35.4 1,345
0.0 0 0
Subtotals for Structure:
3,873
0 1,840
Infil.: Win.: 29.3, Sum.: 16.7
304 3.174 965
0.908 694 276
Ductwork:
0.200 968
0.200 118 663
Equipment:
1,200 1,200
Room Totals:
5,806
2,012 3,979
fyyX��iY51C.e....,Yttriytee,f;(lea}�e..-
t7e a
�iar�.1.�gnr�om�inercfa�C�ljr:A�l,�ads�Gte5a11tii*ar6
x :� 'n, £f a• L ,{..nileln.E/�4_i3na�
y kY H )`i�. $ > $Y C f 3 a, p.'Yil fi IVIY[L W:
T'::,�11W�G'J t3G1 Itiin` fSi3 L Ki S, '/:+FL+'R'
�` •' - "`i »s
yy, may, L \`K> G f
Detailed Room Loads - Room 2 - Land/Strs (Peak Method)
g :M
,
.�irt.. ...5,.. ..b.`C .. ro... ;�:::.,a`.. �E»:.;,:;.:>..,\c:.v'�,r...r...:,., �\��,e .. 3:.. .:. •.,i:x �: ,,: Ana .:§:c:... y; i'\.�., 63$
mom :. i.
.:_, .,., .....da. ., .
Calculation Mode: Mg. & clg. Occurrences:
.':n»9:`.;.
1
'Room Length: 12.0 ft. System Number:
1
Room Width: 7.0 ft. Zone Number:
1
Area: 84.0 sq.ft. Supply Air:
21 CFM
Ceiling Height: 20.0 ft. Supply Air Changes:
0.7 AC/hr
Volume: 1,680.0 cu.ft. Required Vent.:
0 CFM
Number of Registers: 1 Actual Winter Vent.:
0 CFM
Runout Air: 21 CFM Percent of Supply.:
0 %
Runout Duct Size: 4 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity: 240 Umin. Percent of Supply:
0 %
Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.:
13 CFM
Actual Loss: 0.067 in.wg./100 ft. Actual Summer Infil.:
8 CFM
".S>v:.i.':J[
..R:>Ph2;.>`i¢:. h.,.o..c.... iC . :..:b.. .>.Db'!5:: d i°:!� RJ
`K: L \o\ `:>({,.'�¢T<:Z` ..>..,.„ ,..>:.:!#:'P" .: r£,...,b :.
xb'k;.> s� .•,4o,.;a\. n. O' +:e¢x..,Y <: :, v"J.>`�': ]!� '.:Ma:, .�.L>:..,, b
..: C. �R .k.ay.b. e.::L' ',SL ..F'�4:$��.AI �[j i.a::,`:>i;<�pp:a.:: <..`Ai?<1:a.'. <a:L:a':L:. ,•M:•:':$:i'
qu x-A pC.Yba,� ;•P:.>.. �i`. .:.<„ ..p7.>.:` .., k...,
F....oY.kix[•�.%:'� ,:¢:$:' M. �:.,
':a '.>.<
. ...i. \.. i•§:::
.)OL 1. +i'?rd�>:n.4u;be. o: R,;<..,. 3::. ,Q.
o:o.$`.„ .:.d:�.�9«`..:.o'i .;;�`:.. se>. .:.➢...R.i:}. ci\.e :.a�Y"i. ..
�'.d:. ,. .¢..Y;¢boaa.,.. 't"b'`. '.:i!•:d:. '.a,. ,ek....
:Yo <>§..
»....
E -Wall-14E-4-8c 7 X 20 140 0.152 4.6 638 1.0
0 145
UP-Roof-18A-19 12 X 7 84 0.051 1.5 129 1.3
0 111
Floor-22A-pm 7 ft..Per. 7 1.180 35.4 248 0.0
0 0
Subtotals for Structure: 1,015
0 256
Infil.: Win.: 13.5, Sum.: 7.7 140 3.179 445 0.907
320 127
Ductwork: 0.200 292 0.200
118 77
Room Totals: 1,752
438 460
diar.W.
en 1-fit,
..........
. ....... . .... E .'zg
ffi
'n� i.,g-% p-g
I -Detailed Room Loads - Room I - Hall (Peak Method)
UN RRIN 0 M IfflF, E IN
Calculation Mode: Htg.
& c1g. Occurrences:
*Room Length:
13.0 ft. System Number:
Room Width:
5.0 ft. Zone Number:
Area:
65.0 sq.ft. SupplyAjr:
19 CFM
Ceiling Height:
8.0 ft. Supply Air Changes:
2.2 AC/hr
Volume�
520.0 cu.ft. Required Vent.:
0 CFM
Number of Registers:
1 Actual Winter Vent.:
0 CFM
Runout Air:
19 CFM Percent of Supply.:
0 %
Runo6t Duct Size:
4 in. Actual Summer Vent.:
0 CFM
Runout Air Velocity:
221 ft./min. Percent of Supply:
0 %
Design Loss:
0.100 in.wg./l 00 ft, Actual Winter Infil.:
4 CFM
Actual Loss:
0.057 in.wg./l 00 ft. Actual Summer Infil.:
2 CFM
R.............
N 2111 M, 111 wl
N-WalI-14E4-8c5X8
20 0.152 4.6 91
1.4 0 28
N -Door-I 1 D 2.5 X 8
20 0.390 11.7 234
10.1 0 203
UP -Roof -I BA-1 9 13 X 5
65 0.051 1.5 99
1.3 0 86
Floor-22A-pm 5 ft..Per.
5 1.180 35.4 177
0.0 0 0
Subtotals for Structure:
601
0 317
Infil.: Wn.: 3.9, Surn.: 2.2
40 3.175 127
0.900 91 36
Ductwork:
0.200 146
0.200 118 71
Room Totals:
874
209 424
System 1, Zone I Summary Loads (Peak Method)
�w
%IS U
C.0,
... NIM,
IN
NMI W W. Palfir .10,
TA-rb-o: Glazing -Single pane, operable window, reflective, 100 3,240 0 2,941 2,941
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
IA-rb-d: Glazing -Single pane, sliding glass door, 144.8 4,692 0 3,932 3,932
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
11 D: Door -Solid Core 20 234 0 203 203
14E-4-8c: Wall -two courses brick, brick on concrete or 8 2432.4 11,091 0 4,088 4,088
inches concrete, 8 inches of 140# concrete with R-4
board insulation
.18A-19: Roof/Ceiling-Below roof joists, Dark or Bold -Color 1845 2,824 0 2,445 2,445
Asphalt Shingle, Dark Metal, Dark Membrane, Dark
Tar and Gravel, RA 9 blanket or loose fill
22A-pm: Floor -Slab an grade, No edge insulation, no 139 4,921 0 0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
20P-1 9: Floor -Over open crawl space or garage, Passive, 752 1,129 0 377 377
R-I 9 blanket insulation, any cover
Subtotals for structure: 28,131 0 13,986 13,986
People: 6 1,200 1,380 2,580
Equipment: 2,700 2,700 5,400
Ughting: 0 0 0
Ductwork: 7,340 1,062 4,103 5,165
Infiltration: Winter CFM: 260, Summer CFM: 148 8,566 6,162 2,447 8,609
System 1, Zone I Load Totals: 44,037 11,124 24,616 35,740
Supply CFM: 1,120 (3.0AC/hr) CFM Per Square ft.: 0.607
Square ft. of Room Area: 1,845 Square ft. Per Ton: 619
rg§991; INI Iffiv NNOWNE INNIHMN
Total Heating Required: 44,037 Btuh 44.037 MBH
Total Sensible Gain: 24,616 Btuh 69 %
Total Latent Gain: 11,124 Btuh 31 %
Total Cooling Required: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent)
NO, ME
Calculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
'Be sure to select a unit that meets both sensible and latent loads.
System I TorTey B Summary Loads (Peak Method)
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
1A-rb-d: Glazing -Single pane, sliding glass door, 144.8 4,692 0
3,932 3,932
reflective, metal frame with break, ground reflectance
0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
11 D: Door -Solid Core 20 234 0
203 203
14E-4-8c: Wall -two courses brick, brick on concrete or 8 2432.4 11,091 0
4,088 4,088
inches concrete, 8 inches of 140# concrete with R-4
board insulation
18A-19: Roof/Ceiling-Below roof joists, Dark or Bold -Color 1845 2,824 0
2,445 2,445
Asphalt Shingle, Dark Metal, Dark Membrane, Dark
Tar and Gravel, R-1 9 blanket or loose fill
22A-pm: Floor -Slab on grade, No edge insulation, no 139 4,921 0
0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet sail
20P-1 9: Floor -Over open crawl space or garage, Passive, 752 1,129 0
377 377
R-I 9 blanket insulation, any cover
Subtotals for structure: 28,131 0
13,986 13,986
People: 6 1,200
1,380 2,580
Equipment: 2,700
2,700 5,400
Lighting: 0
0 0
Ductwork: 7,340 1,062
4,103 5,165
Infiltration: Winter CFM: 260, Summer CFM: 148 8,566 6,162
2,447 8,609
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0
0 0
System I Torrey B Load Totals: 44,037 11,124
24,616 35,740
Supply CFM: 1,120 (3.OAC/hr) CFM Per Square ft.:
0.607
Square ft. of Room Area: 1,845 Square ft. Per Ton:
619
PANNINNIM
Total Heating Required With Outside Air: 44,037 Btuh 44.037 MBH
Total Sensible Gain: 24,618 Btuh 69 %
Total Latent Gain: 11,124 Btuh 31 %
-Total Cooling Required With Outside Air: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent)
L;alculations 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.
.
- .. . ...........
176tal Building Summary Loads
'IA-rb-o: Glazing -Single pane, operable window, reflective, 100 3,240
0 2,941 2,941
metal frame with break, ground reflectance = 0.32,
outdoor insectscreen with 50% coverage, dark color
drapes with loose weave with 25% coverage
IA-rb-d: Glazing -Single pane, sliding glass door, 144.8 4,692
0 3,932 3,932
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
11 D: Door -Solid Core 20 234
0 203 203
14E-4-8c: Wall -two courses brick, brick on concrete or 8 2432.4 11,091
0 4,088 4,088
inches concrete, 8 inches of 140# concrete with R-4
board insulation
1 BA-1 9: Roof/Ceiling-Below roof joists, Dark or Bold -Color 1845 2,824
0 2,445 2,445
Asphalt Shingle, Dark Metal, Dark Membrane, Dark
Tar and Gravel, R-1 9 blanket or loose fill
22A-pm: Floor -Slab on grade, No edge insulation, no 139 4,921
0 0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
20P-1 9: Floor -Over open crawl space or garage, Passive, 752 1,129
0 377 377
R-I 9 blanket insulation, any cover
Subtotals for structure: 28,131
0 13,986 13,986
People: 6
1,200 1,380 2,580
Equipment:
2,700 2,700 5,400
Lighting: 0
0 0
Ductwork: 7,340
1,062 4,103 5,165
infiltration: Winter CFM: 260, Summer CFM: 148 8,566
6,162 2,447 0,609
Ventilation: Winter CFM: 0, Summer CFIVI: 0 0
0 0 0
Total Building Load Totals: 44,037
11,124 24,616 35,740
pawfN MiNMR211=1101. II/
Total Building Supply CFM: 1,120 (3.0 AC/hr) CFM Per Square It.:
0.607
Square ft. of Room Area: 1,845 Square ft. Per Ton:
619
. . . . . . . . . . .
Total Heating Required With Outside Air: 44,037 Btuh 44.037 MBH
Total Sensible Gain: 24,616 Btuh 69 %
Total Latent Gain: 11,124 Btuh 31 %
Total Cooling Required With Outside Air: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent)
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.
74 T �a tp N
T 91 0
r- 0 co ED 0 r- a:
0 Fm CL CL 0 M
ED
CL Cl)
I (D
Er
ZA
W��N�wm 00
W L" -P, -4 0 0 0 W 0 4�
.p. p. w w " C� 0 -F6 m m
K)
w cn m 0 m -4 m K)
N W 0 0 N 0 W CD 4� 0
t0) 0 0 00 a -N " � i
w " m co � w C� N
U, (D ca 0 CA w 1%) OD (D 414
co
-4 0 w - -4 m (A
w r) w w C3 w w 0 -4
N -4 2 co W (D co Cl) b.
4 00 CYI �4 CO " 00 CA) C3
4�
-G) -9� W Lh
0 -4 0 -4 0 Cn M -4 00 0
6) OD 14 � � OD C3 Ul
W r) OD 0) o CA 0) N V 24
(A) N 0 0 4� Ul �4 N " -4
w C� -4 co w co N — N)
W (D (0 4� 00 Ul " � CO 0 4
l-, -,
W 0 -4 (0 W OD N � N I
0 W.P6 00 Cil � � (D CD 4
Summer: 90 78 50 75 61.09
Calculate:
Yes
Yes
Use Schedule:
Yes
Yes
Roughness Factor:
0.00300
0.01000
Pressure Drop:
O.1ODOin.vgJlOOft.
O.1OOOin.vvgJ1OUft.
Minimum \8e|oo4:
650ft}n)|n
460ft./nin
Mo*jrnuunVo|nuity:
QOOft/min
750ft./nin
Minimum Height:
Oin.
Uin.
MmdnlunnHeight:
Oin.
Din.
Winter
Summer
Infiltration:
0J00AC/hr
0400/\[/hr
Volume ofConditioned Space: X22209
Cu.ft.
X_22269 Cu.ft.
15.588Cu.ft/hr
8/908Cu.ft./hr
X 0.0167
X 0.0167
Total Building Infiltration:
280OFM
148CFM
Total Building Ventilation:
UCFM
UCFNY
—System 1—
|nfiKraUnn&Vmnti|aUonSansib|e<3ain[Nu8ip|iaC 16.49 = .1OXO.UBQX15.DDSummer Temp. Difference)
Infiltration & Ventilation Latent Gain Multiplier: 41.50 =(].68}CO.SSSXO1.OSGrains Difference)
Infiltration & Ventilation Sensible Loss Multiplier. 3287 =/1.1OXD.S8SX3O.DOWinter Temp. Difference)
I Project Report I
Project Title:
Project Date:
Client Name:
Client Address:
Client City:
Client Phone:
Company Name:
Company Representative:
CompanyAddress:
Company City:
Company Phone:
The Torrey Mod D
Monday, June 02, 2003
Kolter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucie, FI 34986
772-468-4703
Nisair Air Conditioning
Jose
1501 Decker Ave. - D404
Stuart, FI 34994
772-283-0904
Daily Temperature Range:
Medium
Latitude:
27
Degrees
Elevation:
25
ft.
"Altitude Factor:
0.999
Elevation Sensible Adj. Factor:
1.000
Elevatiori Total Adj. Factoc'
1.000
Elevation HeAng Adj. Factor:
1.000
1�16)iati6mHeating Adj. Factor:
1.000
Outdoor
Outdoor
Indoor
Dry Bulb
Wet Bulb
Rel.Hum
Winter: 42
0
0
Summer: 90
78
50
I otal Building Supply CFM: 1,120
Square ft. of Room Area: 1,845
Indoor
Grains
Dry Bulb
Difference
72
0
75
61
L;t-m i-ertiquare tt
Square ft. Per Ton:
619
Total Sensible Gain: 24,616 Btuh 69 %
Total Latent Gain: 11,124 Btuh* 31 %
Total Cooling Required With Outside Air: 35,740 Btuh 2.98 Tons (Based On Sensible + Latent)
L;alculauons are Dasea on UM eaftion or ACCA Manual J.
IM computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
The Torrey Mod D2
HVAC Load Calculations
for
Kolter Signature Homes, Inc.
2160 Reserve Park Trace
Port St. Lucie, F1 34986
Prepared By:
Jose
Nisair Air Conditioning
1501 Decker Ave. - D404
Stuart, 171 34994
772-283-0904
Tuesday, June 03, 2003
1. Now coutrunkm or exWng
2. Single ftily or multi-IlLruily
3. Number of unit& If multi-farully
4. Number of Bodmome
5. Is Us a vmr3t cm?
6. Condidmed floor am (ft')
7. GIs= am & type
2. Clem - aingle Pma
b. CJw- double ppoo
Q. TbWother SHM - single pane
d. 71utleffier S14GC - double pane
8. Floortypes
& Mtbon.C=& Mso TmwlWon
b. NIA
o. IVA
9. wall WO
A. Conc* Iq Maul, Exiedor
b. Cmarcte� liit Insul. AAIJRC=t
0. Fmrie, Wood, Adjacets:
d. NIA
0. N/A
10. Ctilinai�ws
a. UndcrMc
b. NIA
c. NIA
11. Ducts
iL Sup:Ufto. RehUnc. AMAttic
b. NIA
New
12. Coolins swems�
Mult,'GROY
Cmwvnii
8
3
b. N/A
Yes
18471P
c, N/A
SingloPano
DDublePanc.
0.0 ff
0.0 f F.
ryntumv
227.0 A2
O.OR2
a. FI.Wtdq HM; R�UMP
0.0 11M
0.0 ft.
7
b. NIA
R-0-0,165,0(00: :.c.NIA
14. Hotmforsynbcerut.
IL Electric Redstence
P=4� 850A A-
AWA
R-1 1.0, 170.0 fF
c. Conservation oredits
(MI(catlevvycry, Solar
DHFLD4wAgd hcot pump)
-R=19A 1093.01 A2
M HVAC credits:
(CFLCmling flul, CV-Crm ventilation,
W-Whold house fW&
Sup. R-6P-150.0 ft
?AZrMultb=a cooE4.
Uf-Mulftna ha�ftg)
I cerOfy that tbI3 homo has complied with the FIorI&M=gyEfflcfL X
pw.. q.dd.FprIWdlng-..
-Comiftwdouthrough the Above onargy sWAn9&aWteiwhiCh-vill',
In this home befom film] itispec�ti�M-qtlkmwise, anew BPL*DispIay.,Ca'rdwjHAii completed
based on installed Code cmatdr��
BuilderSipatare: —LS -
FZZI.16 (B-3
41)
AddrassofNewliome:CARNO �LACX City/FL ZipJ>5)L FL 8,441,"u,
� f CIO
CaFK 36,0 1pbdhr
SM42,00
Crip., 36.0 kBw&r
I
IfSPR 7.50
Cap. 40.0 011ons
EF; 0.94
*AVOTE.- 7he home's estimated energy performance.%wre is only- availab le- throu e c j7Mgr=
Ms IsAoj a ButIcYng FhergyRaffng, Ifpur score li,80,orsreafur. (�rndq * gh th FLAIRES omputer
f6ra.',b&-EPA1DOEB7er8ySIJK designotion)
your home may qua[Wfor energy egictency mortgage (Effldp a Florida Enew Gauge Rafing,
COnfOcl the F-neW Oaage Bodine at 3211638-14PZor ses: theSnsii �"' !:Gq'
Information amf a list of vertUled Paler& For btformation ab o;jda,5rMepgyE I cy Code Fo B Idl g
ffcIen r U1 M
Construction,
Contact the Depwftenfqf(7ommunjVAffa&OM!@� ArsiofO
fo. 14 D M 5, mob. b -dz
LT -Ex
Equipment Schedule
SEr=RZZ HW�.7-6'
MakeZ6WA)CYC Tons _9
Cond.Unit MocL#12-YP4636
AIH Unitmoc,2��-q/
Heater MocI.#-45CdZ-q-e9
Sensible Cooli gg 0 0
f q
LateritCooFing //.,200
T-
Totcd Cod BTLYs
zz�
-3 Zo D,3-
s
4
Cf)
n
V
091-16/2003 23:17
FORM 1500A-2001
7722837229
NISAIR AIR CONDITION
Tested -sealed ductsmust be certified, in this house.
PAGE 10
S'0
MMIEWC ALCULATIONS
,Residential�Whole-',,Build!Oo�'10,�ii�f6rmance Method A - Details
I 'ADDRESS;,.PORT 3T..LUCIrz, Fl-, PERMIT V. I
-BASE
AS.BUILT
GLASSTYPES
.16,,X Conditioned X SSPM
Points
Overhang
Floor Ar6a
Type/SC
Omt
Len Hgt
Area X SPM X SOF Points
.12 11892A 29.78'
'7909.9
vnolla"flnntl - -
N
13.0 1.0
12.0
24AG
0.01
179.4
SINK Tird
N
ZO 1.0
40.0
NAG
0.84
SM3
81 . nqI0.,nrd
N
9.0 1.0
25.0
24.46
0.61
373.7
F"L- -,rmt
E
13.0 1.0
34.0
5=7
0.38
WA
simie Tint
S
8.0 1.0
144.0
39.84
0.48
272B.5
SIMTs, Tint -
s
13,0 1.0
40.8
39.84
0.45
772,5
single, Tint
3
2.0 1.0
30.0
39.84
0.50
592.6
As43WIt-TdWf-.
325.8
5923A
WALL TYPES W=�Pblnts.
;T ype
R-Value
Area
X SPM
Points
�707.0 0.70'�
!:-494.9
42
1646.0
1.16
IM2
1645.0 1.90
42
566.0
0.64
362.2
1 F�_�AWad,Adia��
11.0
141.0
0.70
98.7
Base T*W: 2=0
235"
2mg.1
DOOR TYPES A" BS?M Ppints�l
�Typa
Area
X SPM
Points
Aciamt 17.0 -1,60
-,,27.2,
EkW6rj
24.0
4.60
116,2
24.0 A,8()
1162
-�dj Irmul-a1w,
17.0
1.W
27.2
Base ToWl:
14M:.'
As It TAU-'
41.0
142A
�CE!LING[-T-YPES�Area:.X,-ASPM..--O'oirft�'
�T
-.R-Value Area X SPMXSCM=
Points
Under Aft 1000.0 -216
Alio�
19.0
1000.0
2.02 x 1.00
mov'
Bast ToWl: _-; -
��,2130�1
�J"ufftTWW:_
1000.0
2M.O.
FLOOR -TYPES �Araa X�,BSPIVI ints'
P0
�T, IR�P6
FkNdlue
Area
X SPM
Points
14,ow- -:-;3_4�8 .
dp�inwmw
0.0
114,0(p
.31.90
-".a
Raised W3.0 -3.43
-23427,
19.0
603.0
4.80
4229.4
B2ze TOW:
'��-SWA
-AmMuRITotah.
797A
41188.0
INFILTRATION �Ama _X�SSIRM
Points;
Area X SPM
Points
16M.0 �14.311.
24M.7
16m.0 14,91
24M.7
HnergyeauaA DCA Porm UWA-2oui - -ErmtjGaL0Vi1FIaRE8'2Cb1 FLRCSB V3.30
09/16/2003 23:17 -7722837229
.1 .1.. -
NISAIR-AIR CONDITION
PAGE 09
Z-- -7-a pliance
Ener - e M
_,,!qyQd,0 -C
J
Muctsys*m Re noe
F0 P Report
pMjecf7RTMB:
THE-TORREY MOE). C
Builder KOLTER
Address:
Permitting Office:
City,- State:
PORT-ST. LUCIE, FL
P I eTmIt Number
Owner.
KOLTER,SIGNAT.uRE FicimEs..-ING.
Jurisdiction Number.
Climate Zone:
Central
Line
System
I
System
2
S ystem
13
—T—System.
1 System�
F4
5 1 Total H
Leakage
for' aWfred'.d'u6t'sy`Stem'cred1It.
Signature:
PrinW N
aMF
FICVrida FAItettertificationA
DATE:
duct leakage of air to or from
Outside." The test must be
1to-Includeallcomponents dr
gardle,ss of location., Pressure
',systerns, include results of
on line five above. The total
r less than 0.05 to receive
Code requires that
rf f6sk.ftiee duct,
Drm,w by a Class I
N
iaulI6,0eftlfied
in.k�a fbund at
09/16/2003 23:17 7722837229 NISAIR A IR CONDITION PAGE 09
- � W �
FORM 60OA-2001
--col-Checklist
Residential Wh0W,,fBUHdi n- aince,-Methocl A- Details
ADDRESS., PORT-ST. LUCIE, FL,
PERMIT 0:
LQT
REWIREMENMRWEACRPRACME
HECK
&bWtcr —qqM_
WLI�A6C �J-
1--- — '— ,
Win".1rdwea - A-mAndowar - a - m-S C"A d
.. _M was,
ekjAOC.1�2.1
FX&W Ad)mmt WaUs
orsm I betwe an: vAnddWdom a frames, surroundIng waM;
foLundation iv,a 11wo,orbill jolfft &tmen adeflormll panels at comers: Lrdl)ty
EXCE Fn I�re a co MhwL ts Inffiration barrier Is Installed W egande
N
..fromim , w to
to --,�&topplafp-
Flom
608.IABC.1.2-2
PerrebElia'W" L'--d u'A- 64
., 0 bacRed bybuss or)oInt mernbam-
;M(CKP710knF T-!!efio'ofsj0i6n1 , econumfouilrr*don baMerfs hstalledtf-A Is mealed
C65W
"rW
WSAABCA23
calling plane of.tDp W around shafw� &MM,
soft; to oc� RIr barrier-, gaps In gyp board & top plate;
'F'!XC I EPTIdN'.'Fra�mcWIIr wtmma a continumm Infiftam baffier. is
is am" aftm oiiri� WMMBDM OF!1monis
WMASC.1.2.4
ecessed
R IMW i10M FDdLm
101itid�, li�o
1,ype� IC or non -IC raded, instalLed InsM a
ran T 64
orTypeIC edwith-c20chfirom
nod �ti" �m,
M
rriaromberimeW.
AddMonal Inffftraflon
1 13C
.1 3C
��;�dgm�6;.06nibuWM �q= hWem comp� NFPA,
Ll
ITIH ES
10TIVEMEM
Pool& &,$pm
612,1
ids..
bon Systains
610.1
bLuk . . ...... .
604.1,6al
EnMX-jUgew DCA Form 6DON.2DOI Er""urMaRMMI; FLROSS Yaw
64 Z SwIch or cle" rmrkBd circult
a R911MLIM U MIA
shell be nrectradcally
cirm ofsectionolo.
or CBS R-3 both akkm
09/16/2003 23:17 7722837229 NISAIR-AIR CONDITION
FORM WoA-2ooi Tested -sealed ducts -must be certified in this house.
PAGE 07
IWATER4",HE 1ING' Co DRECOMPLIANCE STATUS
Retidential,Wh�'ole,"$.uilding��P�,i,at,�fdrz m6nce Method A - Details
�DPRESS:, PORT ST. ILUCIE,171, PERMIT
BASE AS -BUILT
NuMber X Multiplier TWI Tank _JEF of X Tank X Multiplier X Credit Total
BWroorns - volume .-becirooms Ratio Multiplier
3 2554.00 -7W2.0 40.0 0.94 3 1.00 2400.34 1.00 7201.0
7201.0
8
EnwgyGaugem DGA Fom 6MA-2DOI :1En6WG8W8WiaRESW01 FLRCSBvS.30
09/16/2003 23:17 77228W229 NISAIR AIR CONDITION PAGE 06
FORM BOOA-2001 Tested sealed ducts must be.cartified in this house.
_1wV1N;TT'1tW POPULATIONS
Residential Wh ole'rBuildin' orfdrmande Method A - Details
'*DDREISS: 1PORT ST.;LUCIE, FL,
PERMIT*
Wifiter Base Points: 6343.'a
- Total Winter X 6ystem Heating
I Points Nultiplier - Points
AS -BUILT
�ruuilllt'poihts:
14943.7
-X cap
X Duct X SysteM X
Credit
= Heating
Ratio,
Nultiplier Multiplier
Multiplier
Points
(Dmkbr,mxAHu)
1.000-(1.078xj.000x1.1j)
DA55
o'm
7730.3
'Cba
. 1,197 0.455
0.950
7730.3
Fnemyc,www DCA Fa rm =A-20M FLRCS13v3.30
09/16/2003 23:17 7722837229 NISAIR AIR CONDITION PAGE 05
1 1 . �
FORM 600A-2ool Tested seale,d ducts -must be certifled in this house.
WINTER',"W07740- WIONS
Residentialf�WhoJe.l'8Uild,'ing..Piet-fdrmi ance Method A - Details
ADDRESS:, PORT ST. LUCIE, Ft, PERMIT 4P.
-BASE
AS -BUILT
GW3,TYPES
-18 Conditioned X 13WPM
Points; -
Overhang
Floor Area
7ype/sc Ornt,
Len Hg[
Area X WPM X
WOF Point
.08
A776.2
Sin4le;7int
N
13.0 1.0
120
Ism
om
IRI 6
N
ZO 1.0
40.0
15.38
0.09
W8.2
single; Tint
N
9.0 1.0
25.0
15.38
oaa
378.3
single;Tint
E
13.0 1.0
34.0
13.04
1.32
5134.9
Single, Tint
S
6.0 1.0
144.0
10.88
229
r_1 Q. 8
aft]e, Tint
S
13.0 1.0
40.6
10.88
229
1017.1
Single, TInk
a
2.0 I'D
30.0
10.88
2.22
724.3
-A9-AUlXTcftI:
326.8
7M.2
WAL,L TYF?ES
Areax
-'-poi
TYPF
R-Value
Area
X WPM
Points
-:BWP3
707.0
AM6
, xkd or,
4-2
1645.0
3.28
5=.7
ExtLft
IM10
3290.0-
CancraK-jiA lni�lj Ado wrd
4,2
WSA
2.06
1188.0
jifiome;� ood Ado6ent, -
11.0
141.0
1.80
263.6
235M
2352.0
6782.0
DOOR TYPES
Area �x ,pwp
_f7._
p oints
Type
Area
X WPM
Points
AdpCeid
ja 0-
We , flor - In - We L W
24.0
5.10
122.4
EAwfor
24,0 6.10
1224
'AdjobeffIrwAited
17.0
4.00
63.0
MaseTlAal:
41.0
48W
�-AS41EkdRTcftI:
41.0
190.4
CEIL
,!NGZYPESArea X4WPM::PoIn1i_
--Type
p
R-Value Amu X WPM X wCM
Points
Under �ttjr
1006.0 0.64
19,0
1000.0
0,87 X 1.00
870,0
BaMYOUL
i"Ok
�ASBUHUTOWI:
11890.0
970.0
FLOOFUTYjPES
-Area X F; Points
�'7 7777� 7
T ype, -
R-Value
Area X WPM
Points
Slab
0.0
114.0(p
Z50
285.0
-Ftah;ed
M3.0 -0.2D
RijsedW0*SWWj9,
19.0
683.0
0.30
2D4.9
Ban ToWl:
4i4l.2-
M43�111 Tofth
797.0
4M.9
INFILTRAT11ON
Ama X BWPM
points
Area
X WPM
Points
'16U.0 om
--4719,
IN3.0 .025
-4712
ErRr9YGQVqeQ 00A Pon SM-Mol FMWG0U9eVFWRFS`2001. FLRCSS V3.30
09/1612003 23:17 7722837229 NISAIR AIR CONDITION PAGE 04
FORM GOOA-2001 Tested sealed ducts must be oartified in this house,
SUMMER!i� ALCUl LATIONS
C
Residential: WbolataLilldini R160-fbirim ance Method A - Details
g
'ADDRESS: , PORT S� L�CIE, FL, PERMIT fk
BASE
AS -BUILT
GLASsi TY-P-ES
.18."X Conditioned X 13SPFA Points
Overhang
Fl.00r Area
TYP"C:
-Omt Len Hgt
Area X
SPM X SOF
points
AN3.0 too-.077
s7m , 7
N' 13.0 1.0
120
24.46
0.61
179A
aingie, Tint
N 2.0 1.0
40.0
24.48
0.64
6X3
Single, Tint
N 9.0 1.0
25.0
24.48
0.61
M.7
Sinst.- Tint
E 13.0 1.0
34.0
SS.27
0.26
657.4
S 6.0 1.0
144.0
39.84
0.48
2726.5
_s 13.0 1,0
40A
M54'
0.48
772.5
SkQlft� Tint .
S 20 1,0
30.0
39.84
0.50
59Z6
Ae43Uik ToW:
AMA
WALL, TYPLES
p
Area,X-Ba M.,=,po ffts
R-Value
Area
X SPM
points
7U7.0 0 m I
42
1645.0
1.16
1W52
Extefti
1645.0 1.90 41;.w
.,..5]
'culacrete;Ant"InSuLeAdjacent
42
566.0
0.84
352.2
Frarw,,Wood, Adjacent
11.0
141.0
0.70
98.7
"I - I
2.' 38204,
'�"Aabukllr- 'h
. -
2352.0
2m.1
'
DOOR TYPES
-a- - -- -_ "-
Area X 'Points
I I - - - .'
TTy p e
Area
X SPM
points
Adjacent
Z410
4.80
115.2
EKleffor
24.0 4.8o .115.2
Aqa6enfinsumed
17.0
1.60
Z7.2
41.0 142.4
41.0
142A
CEI'LING TYPES:.Ama_,X�158.. -Pointi_
e;-T Yw
R�Value Area X SPM X SCM
Points
UndWAft
10 r oo.-C .0
19.0
100D.0 2.82 x i.00
2820.0
am Total:
1000.0 .213a.911-
A
1000.0
2820.0
-FLOOR,TypES
Are&-X.7aSPM---,Po ints,,
'T'YPB_
R -Value
Area
X SPM
Points
Slab 114.d(p)' j 11 7 � I
�41' -316252
dgojOmlatfdn�
0.0 114.0(p
-31M
-=.e
'Ralsed
683.0 .-3.43 -2342.7
-I
R_Waadmlcodi�ste , m wall
19.0
683.0
-1.80
-1229.4
ZM.D-
AS4k'ffTotal-
797.0
-4008.0
INFILTRATioN
Area,:X.S§PiM m
1ptlifits"
Area
X SPM
Pol
"lem.0 1, 14.31
1683.0
14.31
Ene*Cihqr.0 UCA Form WoA_w61
EmMYGK.WWRMRZS`Z001 FLRCSUY3.30
09/16/2003 23:17 7722837229 NISAIR-AIR CONDITION PAGE 01
q/1 7/Dw%
AWN
SCANNED
BY
St Lucie Counti
t Do 7W.Sp PA&C
00
V.V,rr
-FORWHOGA-2001 Tested.sealed:.d.uPISn ustbemertiffeddn-A
FLORIDNEWERW "V71''
R"U'l-CMD,
FOR ILDING.....
Bu , -1 G,
Florida Department ofComm-.uriity,�Affalrs
Residential Whole- Building:Performance Method A
Prx)ject Name: THE TORREY MOD, 0
Address;
CRY, State: PORT ST. LUCIE, K
0%"er KOLTER SIGNATURE HOMES. INC.
Climate Zone: central
ilder
PenriftUng Office:
Permit Number.
Jurisdiction Number
KOLTER
1. Nm cmnatr=tion or odsdng
Now
12. Cooling rystaw -
2. Single family or niulti-family
multi-finffly
Central Unit
Cap: 36.0 kBbdhr
3. N=ber of unih6 Imulti-fimily
a
SEEM-112.00
4. Numbcr of Bed�a
3
b. NIA
5. l"thiflaworacase?
Yes
6. Conditioned floor aren (ir)
1683 W
c. NIA
'7. CAaxg arms & rAx
SinglePane DoubloPasc
a. Clow glass. dvfiLultlJm&ctor
0.0 w 0.0 w
13. Hwtiug-v-qh-D
b. Default tict
325.8ft- 0.0 fv
9. ElcotdogentPwnp
CRp; 36.0 kBhVhr
c. LRbcicd U or SHOC
0.0 fia 0.0 JJ2
IiSPF. 7,50
a. Floor bw
b. IVA
& SW�On-Gmda Edge fawlsdion
R-0.0, 114.0(p) ft
b. Raisod Wood, gtcm WbIl
jig
a. N/A
a* � NIA
9. wallrym
14. Hot antm q-tods
ExtMor
R�4� 1645.0 W
Ecado Resistance
Cap; 40.0 gallona
concratok latlasul. Adjaoftd
R-40.566.0 W
E F, 0.94
0. FmnC6 V�od, Adjacent
R-11-D, 141.0 Vt
b. WA
d. N/A
m N/A
c. Conawallon credits
10. Ceiling"
am-Rcat fcoovem sda
a- UnderAttio
R-19.0. 1000,0 W
b. NIA
15. HVAC credits
FT,
a. NIA
(CF4A-ft am Cv-CM" veraftim
1J. l)ncb9.e:*Ffae)
1IF-Whole house fan,
F. Sup: Una, Ret Una. Ali- Attio
Sup. R-6.0, MO ft
FT-Piograrampblo 71ft=wt4
b. WIA
W-C-Mulfitans cooling,
M&H-Multi%one hciting)
Glass/Floor Area: 0.19 Total as -built points-24769
Total base points:' 25246 PASS
I hereby oeirtify-that-the plans and speff1wfionscover.nd
by this calculation are In compliance with9e Florida
Energy
PREPARED '6f
1(
DATE,
I hereby ce that r,15-bulong, as designed, is in
compliance% the a.
OViNERIAGENT3=
DATE: �1�
Reviemof4hezplans 04
66�_qos�
BUILDING OFFICIAL:
DATE:
EnergyGau M (Vef�fon! FLRC8p-.v3.30y
]FSy-steml Roc-om Load Summary
I Foyer
95
3,620
47
1-5
579
1,736
368
79
79
2 KitfBrk
257
7,708
100
2-5
569
3,413
1,798
155
155
3 Uv/Din
336
10,453
136
2-6
545
4,705
757
214
214
4 Mstr/Bth/VVIC
420
12,743
166
3-6
508
6,572
2,368
299
299
5 Land/Hall
184
5,086
66
1-5
627
1,878
668
85
85
6 Bdrm #3
176
5,510
72
2-4
693
2,659
1,033
121
121
7 Bdrm #2/Bth
216
9,752
127
2-6
567
4,890
2,207
222
222
. System 1 total
1,684
54,872
713
25,853
9,199
1,176
1,176
System 1 Main Trunk Size:
16
in.
Velocity:
842
Umin
Loss per 100 ft.:
0.087
in.wg
Type: -
Model:
Brand:
Efficiency:
Sound:
Capacity:
Sensible Capacity: n/a 0 Btuh
Latent Capacity: n/a 0 Btuh
LDetailed Room Loads - Room 7 - Bdrm #2lBth (Peak Method) I
Room Length:
18.0 ft.
System Number
1
Room Width:
12.0 ft.
Zone Number:
I
Area: -
216.0 sq.ft.
SupplyAjr:
222
CFM
Ceiling Height:
9.4 ft.
Supply Air Changes:
6.6
AC/hr
Volume:
2,030.0 cu.fL
Required Vent.:
0
CFM
Number of Registers:
2
Actual Winter Vent.:
0
CFM
RunoutA!r:
Ill CFM
Percent of Supply.:
0
%
Runout Duct Size:
6 in.
Actual Summer Vent.:
0
CFM
RunoutAjrVelocity:
567 ftJmin.
Percent of Supply:
0
%
Design Loss:
0.100 in.wgJl 00 ft.
Actual Winter Infil.:
41
CFM
Actual Loss:
0.205 ln.wgJI 00 ft.
Actual Summer Infil.:
23
CFM
-5 -Wall-1 4E-4-8c 13 X 9.4
74.2
0.152
4.6
338
0.8
0
62
E-Wall-14E-4-8c6X9.4
22.4
0.152
4.6
102
1.0
0
23
N -Wall-12B-Obw 9 X 9.4
84.6
0.097
2.9
246
0.9
0
75
8 -GIs-IA-rb-d shgc-0.35 100%S
48
1.080
32.4
1,556
27.2
0
1,304
(2)
E -GIs-lA-rb-d shgc-0.35 I00%S
34
1.080
32.4
1,102
27.2
0
924
(2)
UP -Roof -I 813-119 18 X 12
216
0.051
1.5
330
1.1
0
231
Floor-22A-pm 55 It -Per.
55
1.180
35.4
1,947
0.0
0
0
Subtotals for Structure:
6,778
0
3,229
Infil.: Wn.: 40.9, Sum.: 23.4
517
2.609
1,349
0.747
971
386
Ductwork:
0.200
1,625
0.200
86
815
People: 200 lat1per, 230 sentper:
2
400
460
Equipment:
750
0
Room Totals: 9,752 2,207 4,890
IDetailed Room Loads - Room 6 - Bdrm #3. (Peak Method)
�.M
Calculation Mode: Htg. & c1g. Occurrences:
I
-Room Length: 13.5 ft. System Number.
1
Room Width: 13.0 ft. Zone Number:
I
Area: 176.0 sq.ft. SupplyAjr:
121 CFM
Ceiling Height: 9.4 ft. Supply Air Changes:
4.4 AC/hr
Volume: 1,650.0 cu.ft. Required Vent.:
0 CFM
Number of Registers: 2 Actual Winter Vent.:
0 CFM
Runout Air: 60 CFM Percent of Supply.:
0 %
Runout Duct Size: 4 in. Actual SummerVent.:
0 CFM
Runout Air Velocity: 693 ft./min. Percent of Supply:
0 %
Design Loss: 0.100 in.wg./l 00 ft. Actual Writer Infil.:
23 CFM
Actual Loss: 0.539 in.wg J1 00 ft. Actual Summer Infil.:
13 CFM
Wc
E-Wall-124 -8 18
S -Wall-1-4E4-8c 13 X 9.4 81.4 0.152 4.6 371 0.8
0 68
S -Gls-I A-rbA shgc�0.35 I 00%S 40.8 1.080 32.4 1,322 27.2
0 1,108
(2), -
UP-Roof-'l 813-19 13.5 X 13 175.5 0.051 1.5 269 1.1
0 188
Floor-22A-pm 31 ft..Per. 31 1.180 35.4 1,097 0.0
0 0
Subtotals for. Structure: 3,831
0 1,539
Infil.: Win.: 23.1, Sum.: 13.2 291 2.612 761 0.745
547 217
Ductwork: . 0.200 918 0.200
86 443
People: 200 latIper, 230 sen/per 2
400 460
Room Totals: 5,510
1,033 2,659
Petailed Room Loads - Room 5 - LandlHall (Peak Method)
Calculation Mode: Htg. & c1g.
Occurrences:
Room Length: 16.0 ft.
System Number:
Room Width: 11.5 ft.
Zone Number:
1
Area: 184.0 sq.ft.
SupplyAjr:
85 CFM
-Ceiling Height: 9.4 ft.
Supply Air Changes:
3.0 AC/hr
Volume: 1,730.0 cu.ft.
Required Vent.:
0 CFM
Number of Registers: I
Actual Winter Vent.:
0 CFM
RunoutAlr: 85 CFM
Percent of Supply.:
0 %
Runout Duct Size: 5 in.
Actual Summer Vent.:
0 CFM
RunouiAkVelocity: 627 ftJmin.
Percent of Supply:
0 %
Design Loss: 0.100 in.wg JI 00 ft.
Actual Winter Infil.:
25 CFM
Actual Loss: 0.322 in.wg./I 00 ft.
Actual Summer Infil.:
14 CFM
E -Wall-1 4E-4-8c I I X 9.4 103.4 0.152
4.6 472 1.0
0 107
W -Wall-1 4E-4-8c 10 X 9.4 94 0.152
4.6 429 2.4
0 226
N -Wall-I 2B-Obw 6 X 9.4 39.4 0.097
2.9 115 0.9
0 35
N -Wall-14E-4-8c 6 X 9.4 20.4 0.152
4.6 93 1.4
0 28
N -Door-1 1 D 2.5 X 6.8 17 0.390
11.7 199 10.1
0 172
N -Door-1 I D 3 X 8 24 0.390
11.7 281 10.1
01 243
N -GIs-IA-rb-o shgc-0.35 100%S 12 1.080
32.4 389 27.2
0 326
UP-Robf-i 8B-1 9 16 x 11.5 184 0.051
1.5 282 1.1
0 197
Floor-22A-pm 33 ft..Per. 33 1.180
35.4 1,168 0.0
0 0
Subtotals for'Siructure:
3,428
0 1,334
Infil.: Wirt.: 24.6, Sum.: 14.0 310
2.611 810 0.745
582 231
Ductwork:
0.200 848 0.200
86 313
Room Totals:
5,086
668 1,878
[Detailed Room Loads - Room 4 - Mstr1Bth1WIC (Peak Method) ---- 7
Room Length:
35.0 ft.
System Number:
1 .
Room Width:
12.0 ft.
Zone Number:
1
Area:
420.0 sq.ft.
Supply Air:
299
CFM
Ceiling Height:
10.0 ft.
Supply Air Changes:
4.3
AC/hr
Volume:
4,200.0 cuft
Required Vent.:
0
CFM
Number of Registers:
3
Actual Winter Vent.:
0
CFM
Runout Air:
100 CFM
Percent of Supply.:
0
%
Runout Duct Size:
6 in.
Actual Summer Vent.:
0
CFM
RunoutAjrVelocity:
508 Umin.
Percent of Supply:
0
%
Design Loss:
0.100 in.wg./100 ft.
Actual Winter Infil.:
37
CFM
Actual Loss:
0.165 in.wg./I 00 ft.
Actual Summer Infil.:
21
CFM
o -vvau-i4t-4--Uc 12 A 1U
57
0.152
4.6
260
0.8
0
48
8 -Gls-IA-rb-o shgo-0.35 1 00%S
15
1.080
32.4
486
27.1
0
407
S -.GIs-IA-rb-d shgc-0.35 100%S
48
1.080
32.4
1,556
27.2
0
1,304
(2)
UP-Roof-1813-19 35 X 12
420
0.051
1.5
643
1.1
0
450
Floor-210P-Oc 12 X 35
420
0.385
11.6
4,851
3.9
0
1,617
Subtotals for Structure:
9,392
0
4,667
Infil.: Wn.: 372, Sum.: 21.3
470
2411
1,227
0.745
882
350
Ductwork:
0.200
2,124
0.200
86
1,095
People: 200 lattper, 230 son/per:
2
400
460
Equipment:
1 nnn
0
Room Totals:
12,743
2,368
6,572
EIIII
11-1
[Detailed Room Loads - Room 3 - LivlDin (Peak Method)
'10 ��Occu�rrencw.
Cal!ulafion Mo�de�Htg McIg.
-Room Length: 24.0 ft. System Number:
Room Width: 14.0 ft. Zone Number:
Area: 336.0 sq.ft. Supply Air:
214 CFM
Ceiling Height: 9.4 ft. Supply Air Changes:
4.1 AC/hr
Volume: 3,158.0 cu.ft. Required Vent.:
0 CFM
Number of Registers: 2 Actual Winter Vent.:
0 CFM
Runout Air: 107 CFM Percent of Supply.:
0 %
Runout Duct Size: 6 in. Actual Summer Vent.:
0 CFM
RunoutAirVelocity: 545 Urnin. Percent of Supply:
0 %
Design Loss: 0.100 in.wg./I 00 ft. Actual Winter Infil.:
28 CFM
Actual Loss: 0.190 in.wgJI 00 ft. Actual Summer Infil.:
16 CFM
04-8c 09.4
!E-Fa,11�1
WO M M P
4 24 22 02
5.6 0.19 6 1' 9
We _1 4E-4_8c 1 4 X 9 4 68.6 0.152 .6 31 3
53
0.8 0 7
S -GIs-IA-rb-o shgc-0.35 I 00%S 15 1.080 32.4 486
27.1 0 407
8 -Gls-1 A-rb-d shgc-0.35 1 00%S 48 1.080 32.4 1,556
27.2 0 1,304
(2)
UP-Roof-1 813-19 24 X 14 336 0.051 1.5 514
1.1 0 360
Floor-20P-Oc 14 X 24 336 0.385 11.6 3,881
3.9 0 1,294
Subt6tals for Structure: 7,779
0 3,655
Infil.: Wn.: 28.3, Surn.: 16.2 357 2.609 932
0.745 671 266
Du ct�iork: 0.200 1,742
0.200 86 784
Room Totals: 10,453
757 4,705
petafied-Room Loads - Room 2 - KitlBrk (Peak Method)
Calculation Mode: Htg. & c1g.
Occurrences:
I
Room Length: 19.0 ft.
System Number.
I
Room Width: 13.5 ft.
Zone Number:
1
Area: 257.0 sq.ft.
Supply Air.
155 CFM
Ceiling Height: 9.4 ft.
Supply Air Changes:
3.9 AC/hr
Volume: 2,411.0 cu.ft.
Required Vent.:
0 CFM
Number of Registers: 2
Actual Winter Vent.:
0 CFM
Runout Air: 78 CFM
Percent of Supply.:
0 %
Runout Duct Size: 5 in.
Actual Summer Vent.:
0 CFM
Runo6tAjrVelocity: 569 ftJmin.
Percent of Supply:
0 %
Design Loss: 0.100 in.wgJl 00 ft.
Actual Witter Infil.:
22 CFM
Actual Loss: 0.267 in.wgJl 00 ft.
Actual Summer Infil.:
12 CFM
iai it
N -Wall-1 41:-4-50 20 X 9.4 148 0.152
4.6 675 1.4
,
0 205
E -Wall-1 4E-4-8c 9 X 9.4 84.6 0.152
4.6 386 1.0
0 87
N -GIs-.1 A-rb-o shgc-0.35 I 00%S 40 1.080
32.4 1,296 27.2
0 1,086
(2)
UP-Roof-1 813-19 19 X 13.5 256.5 0.051
1.5 392 1.1
0 275
Floor-20P-Oc 13.5 X 19 256.5 0.385
11.6 2,963 3.9
0 988
Subtotals for Structure:
5,712
0 2,641
InfiL: Win.: 21.6, Sum.: 12.3 273
2.608 711 0.745
512 203
Du.ctwork:
0.200 1,285 0.200
86 569
Equipment: —
1,200 0
Room Totals:
7,708
1,798 3,413
VON 00, too
W.AONM woog"Ngo
[Detailed Room Loads - Room I - Foyer (Peak Method)
Calculation Mode: Htg. & c1g. Occurrences:
-Room Length: 10.0 ft. System Numben
I
Room Width: 9.5 ft. Zone Number:
I
Area: 95.0 sq.ft. Supply Air:
79 CFM
Ceiling Height: 9.4 ft. Supply Air Changes:
5.3 AC/hr
Volume: 893.0 cu.ft. Required Vent.:
0 CFM
Number of Registers: I Actual Winter Vent.:
0 CFM
RunoutAjr: 79 OFM Percent of Supply.:
0 %
Runout Duct Size: 5 in. Actual Summer Vent.:
0 CFM
Runout.Air Velocity: 579 Umin. Percent of Supply:
0 %
Design Loss: 0.100 in.wg./100 ft. Actual Winter Infil.:
12 CFM
Actual Loss: 0.276 in.wg JI 00 ft. Actual Summer Infil.:
7 CFM
E -Wall-I 4E
N -Wall-14E4-8c 6 X 9.4 31.4 0.152 4.6 143
1.4 0 43
N -GIs-lA-rb-o shgc-0.35 I 00%S 25 1.080 32.4 810
29.1 0 727
UP -Roof -I BB-1 9 10 X 9.5 95 0.051 1.5 145
1.1 0 102
Floor-20P-Oc 9.5 X 10 95 0.385 11.6 1,097
3.9 0 366
Subtotals for Structure: 2,624
0 1,335
Infil.: Wn.: 11.9, Sum.: 6.8 150 2.613 393
0.745 282 112
Ductwork: 0.200 603
0.200 86 289
Room Totals: 3,620
368 1,736
1,�3ystem 1, Zone 1 Summafy Loads (Peak Method)
[b
IA-rb-o: Glaziing-Single pane, operable winclow, reflective, 25 810 0 727
metal frame with break
1 A-rb-o: Glazing -Single pane, operable window, reflective, 82 2,657 0 2,226 2,226
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
IA-rb-d: Glazing -Single pane, sliding glass door, 218.8 7,092 0 5,944 5,944
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
I I D: Door -Solid Core 41 480 0 415 415
14E-4-8c: Wall -two courses brick, brick on concrete or 8 1878 8,565 0 2,910 2,910
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, RA 1 insulation in 2 x 4 stud cavity, 124 361 0 110 110
no board insulation, brick finish, wood studs
18B-1 9: Roof/Ceiling-Below roof joists, White or Light 1683 2,575 0 1,803 1,803
Color Asphalt Shingle, Any Wood Shake, Dark or
Medium Color Tile, Slate or Concrete, Light or
Unpainted Metal, Light or Silver Membrane, Light Tar
and Gravel, R-1 9 blanket or loose fill
20P-0c: Floor -Over open crawl space or garage, Passive, 1107.5 12,792 0 4,265 4,265
no insulation, -carpet or hardwood
22A-pm: Floor -Slab on grade, No edge insulation, no 119 4,212 0 0 0
insulabon below floor, any floor cover, passive, heavy
dryorlightwetsoil -
Subtotals for structure: 39,544 0 18,400 18,400
People: - - , 6 1,200 1,380 2,580
Equip , ment� 2,950 0 2,950
Lighting: 0 0 0
Ductwork: 9,145 602 4,308 4,910
Infiltration: Winter CFM: 188, Summer CFM: 107 6,183 4,447 1,765 6,212
System 1, Zone I Load Totals: 54,872 9,199 25,853 35,052
WOR
Supply CFM: 1,176 (4.4AC/hr) CFM Per Square ft.: 0.698
Square ft. of Room Area: 1,684 Square ft. Per Ton: 577
OWL. . . . . . . . . . . . . . . ...
Total Heating Required: 54,872 Btuh 54.872 MBH
Total Sensible Gain: 25,853 Btuh 74 %
Total Latent Gain: 9,199 Btuh 26 %
Total Cooling Required: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent)
1.10 IM
�01 EM ME �__IINVIRI
Galculations are based on 8th edition of ACCA Manual J.
All computed results are estimates as building use and weather may vary.
Be sure to select a unit that meets both sensible and latent loads.
I.System I Toffey Mod. C Summary Loads (Peak Method)
1-A-rb-o: Glazing -Single pane, operable window, reflective, 25 810 0 727 727
metal frame with break
1A-rb,-o: Glazing -Single pane, operable window, reflective, 82 2,657 0 2,226 2,226
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
1A-rb-d: Glazing -Single pane, sliding glass door, 218.8 7,092 0 5,944 5,944
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
I I D: Door -Solid Core 41 480 0 415 415
14E-4-8c: Wall -two courses brick, brick on concrete or 8 1878 8,565 0 2,910 2,910
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-I 1 insulation in 2 x 4 stud cavity, 124 361 0 110 110
no board insulation, brick finish, wood studs
18B-1 9: Roof/Ceiling-Below roof joists� White or Light 1683 2,575 0 1,803 1,803
Color Asphalt Shingle, Any Wood Shake, Dark or
Medium Color Tile, Slate or Concrete, Light or
Unpainted Metal, Light or Silver Membrane, Light Tar
and Gravel, R-19 blanket or loose fill
20P-Oc: Floor -Over open crawl space or garage, Passive, 1107.5 12,792 0 4,265 4,265
no insulation, carpet or hardwood
22A-pm: Floor -Slab on grade, No edge insulation, no 119 4,212 0 0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
Subtotals for structure: 39,544 0 18,400 18,400
People: 6 1,200 1,380 2,580
Equipment: 2,950 0 2,950
Lighting: 0 0 0
Ductwork: 9,145 602 4,308 4,910
Infiltration: Winter CFM: 188, Summer CFM: 107 6,183 4,447 1,765 6,212
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
System I Torrey Mod. C Load Totals: 54,872 9,199 25,853 35,052
RIN::
Supply GFM: 1,176 (4.4 AC/hr) CFM Per Square ft.: 0.698
S�quare ft. of Room Area: 1,684 Square ft. Per Ton: 577
Total He
Total Sensible Gain: 25,853 Btuh 74 %
Total Latent Gain: 9,199 Btuh 26 %
Total Cooling Required With Outside Air: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent)
'16W
Calculations are Mased on Mth edition M ACCA Manual
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-MOAMORP_
Total Building Summary Loads
9 A-ri:io: rmazing-5ingie pane, operable window, reflective, 25 810 0 727 727
metal frame with break
1 A-rb-o: Glazing -Single pane, operable window, reflective, 82 2,657 0 2,226 2,226
metal frame with break, ground reflectance = 0.32,
outdoor insect screen with 50% coverage, dark color
drapes with loose weave with 25% coverage
IA-rb-d: Glazing -Single pane, sliding glass door, 218.8 7,092 0 5,944 5,944
reflective, metal frame with break, ground reflectance
= 0.32, outdoor insect screen with 50% coverage, dark
color drapes with loose weave with 25% coverage
11 D: Door -Solid Core 41 480 0 415 415
14E-4-8c: Wall -two courses brick, brick on concrete or 8 1878 8,565 0 2,910 2,910
inches concrete, 8 inches of 140# concrete with R-4
board insulation
12B-Obw: Wall -Frame, R-I 1 insulation in 2 x 4 stud cavity, 124 361 0 110 110
no board insulation, brick finish, wood studs
18B-1 9: Roof(Ceiling-Below roof joisbs� White or Light 1683 2,575 0 1,803 1,803
Color Asphalt Shingle, Any Wood Shake, Dark or
Medium Color Tile, Slate or Concrete, Light or
Unpainted Metal, Light or Silver Membrane, Light Tar
and Gravel, R-I 9 blanket or loose fill
2013-0c: Floor -Over open crawl space or garage, Passive, 1107.5 12,792 0 4,265 4,265
no insulation, carpet or hardwood
22A-pm: Floor -Slab on grade, No edge insulation, no 119 4,212 0 0 0
insulation below floor, any floor cover, passive, heavy
dry or light wet soil
Subtotals for structure: 39,544 0 18,400 18,400
People: 6 1,200 1,380 2,580
Equipment: 2,950 0 2,950
Lighting: 0 0 0
Ductwork: 9,145 602 4,308 4,910
Infiltration: Winter CFM: 188, Summer CFM: 107 6,183 4,447 1,765 6,212
Ventilation: Winter CFM: 0, Summer CFM: 0 0 0 0 0
Total Building Load Totals: 54,872 9,199 25,853 35,052
'00 MXMI *111
0,00
'I' MIIHI*.��Iig',.g
Total building Supply CFM: 1,176 (4.4 AC/hr) CFM Per Square it.: 0.698
Square ft. of Room Area: 1,684 Square ft Per Ton: 577
Total Heating Requirea Yvan uutside Air: 54,872 Btuh 54.872 MBH
total Sensible Gain: 25,853 Btuh 74 %
Tbtal Latent Gain: 9,199 Btuh 26 %
Total Cooling Required With Outside Air: 35,052 Btuh 2.92 Tons (Based On Sensible + Latent)
Calculations are based on 8th 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.
-4 0) CM 4� W � N (I)-
Vo
63 r', -�o
CL rL 0) 0
�< CD CD
I(D
Sa
W
I. ag"X
-4 OD w Cil co 00
0 -N a 0 -4 0 -N
0 0 M -4 -P- -4 W
w m N;j 0 � w Ul
0 (D OD CA W 0) w
M co
K) 0 s w �l -4 w
0 (0 0) (C) 0) to
4 w OD 00 -4 00 00 (D
co (D 0 0
-4 rl) -N K)
M M N) 0 -4 0 D.
-4 M 0 -4 4� -4 M W
0 � w 1� m n m
momwwwoij
N � -4 c)) � � �.t, -4
CF)WO �
�4N)0000%4W
r%) JQ
N) 00 CO � 0 -4 �4 -
"� Lh (0 -9� (A co 0) 4
N N) OD (0 M -4 -4
W � Cn CO P. L" (0 0) 1
Lmiscellaneous Report I
Summer:
Calculate:
Use Schedule:
Roughness Factor:
Pressure Drop:
Minimum Velocity:
Ma)dmum Velocity:
Minimum Height:
Ma)dmurn Height:
Yes
Yes
0.00300
0.1000
ln.wg./1 00 ft.
650
ftJmin
900
ftjmin
0
in.
0
in.
Infiltration:
Volume of Conditioned Space:
Total Building Infiltration:
Total Building Ventilation:
90 78
Yes
Yes
0.01000
0.1000
in.wg 1100 ft.
450
ftJmin
750
ftJmin
0
in.
0
in.
50 75 61.09
0.700
AC/hr
0.400
AC/hr
X 16072
Cuft
X 16072
Cuft
11,250
Cu.ft./hr
6,429
Cu.ft./hr
X 0.0167
X 0.0167
188
CFM
107
CFM
0
CFM
0
CFM
—System 1—
Infiltration & Ventilation Sensible Gain Multiplier: 16.49 = (1.10 X 0.999 X 15.00 Summer Temp. Diffe . rence)
Infiltration & Ventilation Latent Gain Multiplier. 41.50 = (0.68 X 0.999 X 61.09 Grains Difference)
Infiltration & Ventilation Sensible Loss Multiplier: 32.97 = (1.10 X 0.999 X 30.00 Winter Temp. Difference)
Report
Project Title:
Project Date:
Client Name:
Client Address:
Client City:
Client Phone:
Company Name:
Company Representative:
CompanyAddress:
Company City:
Company Phone:
The Torrey Model C
Wednesday, June 04,2003
Kolter Signature Homes, Inc.
2160 NW Reserve Park Trace.
Port St. Lucie, F] 34986
772-468-4703
Nisair Air Conditioning
Jose
1501 Decker Ave. - D404
Stuart, FI 34994
772-283-0904
Daily Temperature Range:
Medium
Latitude:
27
Degrees
Elevation:
25
ft.
Altitude Factor:
0.999
Elevation Sensible Adj. Factor:
1.000
Elevation Total Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Elevation Heating Adj. Factor:
1.000
Outdoor
Outdoor
Indoor
Dry Bulb
Wet Bulb
Rel.Hum
Winter: 42
0
0
Summer: so
78
50
Square ft.
1,684
Indoor
Grains
.Dry Bulb
Difference
72
0
75
61
Square ft. Per Ton:
577
Total Sensible Gain: 25,'853 Btuh 74 %
Total Latent Gain: 9,199 Btuh 26 %
Total Cooling Required With Outside Air- 35,052 Btuh 2.92 Tons (Based On Sensible + Latent)
Calculations are based on Urn eartion 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.
The Torrey Model C
HVAC Load Calculations
for
Kolter Signature Homes, Inc.
2160 NW Reserve Park Trace
Port St. Lucie, F1 34986
1! ! IN W
Prepared By:
Jose
Nisair Air Conditioning
1501 Decker Ave. - D404
Stuart, FI 34994
772-283-0904
Wednesday, June 04, 2003
i
V
Teste
ENERGY
DISPLAYCARD
. .... .......
-'Zw-
ESTU"TID
KOLTER SIGNATURE HOMES. INC.,, POF;rr ST..LUCIE, FL,
L Ne4construction or wdstius
2. single fimuly or muld-Andly
3. NuenbcT of unit% if multi-imany
4. Number ofBodrooms
S. Is this a wotat case?
6. conditionedfloormcn(M
7. Glw am & rAm
a. ClMr- mingle Penn
b, clwr - double pano
r TmyuthcrSUGC- single pane
d. Tintiother SHGC - double puts
S. Flotnrt)pes
a. Slab-Ori-Cmade Edge Insulation
b. Raised womi, stmn wall
o. NIA
9, �Wsll tAX3
b. Coocrut% Int Insul, Adjacent
0-Trame, Wood. Adjacent
d. NIA
-e. N/A
10. -r�eft
u. UnderAftio
b. -X/A
e� IVA
e, Su;r un�'Ikeu Unc. Alh'M.
b.MA .
NOW
3
YES
1683 fe
Singla Pena
Double Pane
0.0 A-
0.0 fit
325.8 ft-
0.0 ft.
0.0112
0.0 ita
12; Coolingaystmes
n. centra.Lunit,
b. W/A
W
M ReatingAymms
IL Moct6floptPomp.
R-0-0, J 14.0(p) ft MA
R=19.0, 683.0w
14. Hotwansymms
u. Morrie Resistance
R-42,1645.011-
R=4.Z 566.0 01
R-11.0,141.0112
R=19.0. 1000.0 JtV
Sup. R-6.0,125.0 fk
b. N/A
o. Cofttervationoredits
(EIR Heat T000wwy Solar
DIN-Dedicased heat pump)
P. HVAP croft-
(CF-Ceft fwL CV -Cross venblution,
BF -Whole he= fisn,
PW�ogrunnmablo Thermostitt
TdK-C-MuftIzon@cwHu&-
I certify that tbiB home bas c=plied with the Florida CodwFor Building-
COngnbction ItItrough the abme enettv saving fedures wXclt will be boll;A(or zwooded).
jr; this)= bvlwd*
=21 Othorwlsc6 a rw M Digplay.Card will be cwVIeWd'
based c e n
Builder Signature; Dole:
aLl�& re's
7:aste -V;�LAC-F— City/FLzP'rS2'1
Address of NewlTome.C-MM6
CW. 36.0 kittwlir
SUR.�12.00
TiSW,.- 7.50
Cap: 40.0 Wom;
E F. 0.94
*NOTE., 1he home's estimated energy performance score is on ly oryatiable tlqvugh! the FL41RES computer ptWan
77jis Isrial a Building Energy Rating. Z(yow -more . Is 80 or greater, (or Wfw a W EPAIDOR EneWOf designation),
your -home may qualifyfor eneW effloiency ntartgage (EW. incentivis, ifyowobtain a )Florida--rhergy Cmuge.Rotang. -
Contact the Energy Gauge Hotline at 3211638,1492 or see the E7er
. gy. Bite at wwwfta uof edu for
information and a list of cerfifiedRatem. For in r
Construction, formafion-,7boutb7orida's�EngWEpcieyzcy Code Iry Building
contact the Department of Comm;unhy.Affaj�pQMWWgVW
.4zrsion; FLRCSa'.:v3-30)
Pr. —
Equlpr�ent Schedule
Urmt# Y SEER 1,Z HSPF
MokeZ6iV1JVX Tons 3
CondUnit mocL#j.?�M-3,4.
A/H Urit Mod #667-f04-
U
1
n
E
e
q
U
u
n
I
M
p
t
m
t.4 '
C
A rHd
0
Heater
Sen�Coallng 0261�900
Latent Cooling
—
Total Cool BTLrs Z76- 6-DE) -
L
U)
C')
C').
CD
C-)
SCANNED
ST LUCIE COUNTY FIRE DISTRICT BY
St Lucie County
BUREAU OF FIRE PREVENTION
PLAN REVIEW
Rhode Island Avenue Telephone: 772-462-8306
.j Ft Pierce, FL 34960 FAX: 772-462-8466
O-N'ew Construction
( )Tenant Improvement )Addition )Renovation/alterations
( )Shell Only
Jurisdiction: SLC F;P.B.:
B-03-340
Occupancy: Castle Pines Bldg. 133 Building Dept:
23091676
Address: 8150-8160 Camoustie Place Number of stories:
2
Contractor Kolter Signature Homes Phone #
772-468-4703
Contractor's Address: 2160 NW Reserve Park Trace City:
PSL
,
State: Florida Zip Code:
34986
ArchitectlEngineer: Turner Architects & Planners Phone #
407-658-4151
Building Owner: Review Date:
10/8/2003
Occupancy Type:. Apartments Automatic sprinklers:
Gross sq ft: 12,704 Net sq fi:
Occupant Load: Based On:
Construction Type: SBCCI Type:
V unp
NOTE
I . Ail 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. Penetrafions�tlirough rated assemblies shall be of proper LIL design.
8. LIL design criteria shall be submitted with the construction plans.
9. Fire Alarm Panels shall be located indoors.
THE FLORIDA FIRE PREVENTION CODE, 2001 EDITION IS CURRENTLY ENFORCED.
REVISIONS REQUIRED
ACCESS BOX IS REQUIRED ACCESS KEY SWITCH REQUIRED
1. Model "E" floor plan (end units): Egress windows are required although not indicated for bedroom # 3.
Install egress windows. Provide a revision.
2. Model "E" Electrical plan (end units): Smoke detectors are required both inside and outside of the
sleeping rooms. The master bedrooms do not indicate this. Provide a revision.
3. Model "D" floor plan: Smoke detectors,are required both inside and outside of the sleeping room.
Bedroom # 3 does not indicate this. Provide a revision.
Reviewed by:--� Date: 10/812003
7 LxA��
P .02� 26:- KOLTER,HOMES": FG
3
%
9t.- tucie County.*
Building and Zoning Department
2300 Virginia Avenue
Fort Pierce, FL 34982
561A62-1553
I tinlecootY.
Design Certification for Wind Load.CompHance
77tis Certification is to be completed by the prc�cct design architect or engineer. This Certification must be submitted with all
applications for building permits involving the construction of new residence (single or multi- family). residential addiiian.arly
accessory structurc rcquir3ng a building permit. and Any nonresidential structure. 'Mis Certification shall not apply to interior
Tenovatinns (provided that no structural walls. columns or other similar component is being effected) and certain other minor building
permits. For further assistance, please contact.the Building Inspection Office at 462-1553 or 462-2172.
Project Name
cArs-ma 1�1
Office a only
Street Address i
mzm-
i Permit Number
I D-LbC— LBS
Occupancy Type_
I
I Construction Type
Certification Staterneft.
I certify that, to the best of my knowledge and belief, these plans and specifications have been designed to
comply with the applicable structural portion of the Building Codes currently adopted arid enforced by St. Lucie
County. I also certify that structural eletnents depicted on these plans provide adequate resistance to the wind
loads- and forces specified by current code provisions.
Design Parameters and AesurriRtions Used; (Please check.or complete the appropriate box.)
1. Florida Building Code 2001 Edition X ASCE 7-98
2. Building Design is (check one) Enclosed X Partially Enclosed — Open Building —
3. Building Height: 2-44 1 "') 11 4. Wind Speed Used in Building Design: I V-�> second gust
S. Wmd Exposure Classification (refer to exposure tables in Building Code identified in Line
6. Average Wind Velocity Pres sure on Exterior Faces of Structure �O PSF
7. Peak Wind Velocity Pressure on Exterior Faces of Structure —_-��—PSF
8. Importance/Use Factor (obtain from Building Code): I - ID
9. Loads: floor ------- JISF Rooffilead —:�PSF Roofflive —2EE—PSF
10. Were Shear Walls Considered for Structure (check one). Yes X No —(if No, attach explanation)
11. JS a Cmthwous Load Path Provided (check one): Yes No — (if No, attach explanation)
17. Are Com;ponent and Cladding Detail Provided (check one): Yes -X- No _(if No. attach explanation)
13. Minimum Soil Beating pressure- ��S 60 PSF
As witnessed by my uml, I hereby certify that the information included with this certtricatiA 2
5'
correct, to the best or my knowledge and belief.
Name: allIKN —i"wenrik
IN97
Certification Hed
Design Finn: Date: SEP102003
SLCLIMForm. if 020-00
I -CI SCLI asir Iss
SEP-iO-2003 14:53
31S guiuciZ guiplIng
??2 469 9505 97/
es�;:80 20 so -Jew
M
Profdact *! Rk";
St Lucie.Count
Code Co liamce� I
�np
'he following products will be installed i ocate&a.:"
n.the-structum,l
�tiilding Permit #
)wners NaITje Rea,pryq Homes LTD
Owner's Address;
gl�
:ontractor Kottek Si.Rnatu3�e m.�S,
........... j
nu 0
Prbduct f mt
IN
R,
P r�ssqres ,
Windows
435/43-6
Ist Choice.
Norandex-;: 437/4 a I.-TAx il
a
2nd Ch oice, Li t, 3
�ixed Glass
435/ 36
Ist Ch�oice
_0
M
31ass 0 e
I fir num "46,�(
Ola�� Block Tittsbu"hmr"
Argua*
rmeriq n UN
L
;flding Gfas's b6�n-ir-si-
Ist Ch 16�
0 '114
A_
vand c; nn V r n v:
me q,
Tkn, b n, rt-� ri
"I . -1 __ -m U_j
2nd Choice ptw.�,)
liT.
L�,NNJL S6 A
"F-M
- 1 1,
iaxr�a
wing Type Doors
c
Ist Choi a
1�4 4-6
PremI
-Enterzv
Pa. �e
2nd Ch+61-
Gen., r odua-,t i
r, B en c biaark,�
jl,.
.0 A�4+
)Yerhead):�irag4 D6`o_rs
Wayn A Da
It P�
Foameorgz-,L 37',_
jag�j gl
2nd Choice Ofwpfi�,)
--k
oofing.Material
Asphalt/Fiberglass
Metal
Other
Choice
have reviewed the a�ove
rovide adequate resistance to the w Lqd1TQa4s1,,.eh4�'df'-�f J V'S, eei (,z
_V_
lame.: e�,t r!
)csign Firm
SCANNED
GtLucieCounty
Eastern Metal Supply, Inc.
3600 23rd Ave., South
Lake Worth FL 33461
1yHAhff-DA_DE COUNTY, FLOPJD,
METRO-I)ADE FLAGLEp, BUILDINC
BUMDING CODE COhVLIANCB opp,Cj
I'MTRO-DADE FLAGLER BUILDINC
140 WEST FLAGLER STREET, SU1TE 160-.
1��, FLORIDA 33130-1563
(305) 375-2901 PAX (305) 375-2908
SCAN CONTRACTOR LICENiING SECTTON
rVED (305) 375-2527 FAX (305) 375-.2558
CONTRACTOR ENFORCEbENT DIMION
b1i ,.I qty (3 05) 3 75-2966 FAX (3 05) 3 75-290 s
PRODUCT C . ONTROLDIVMION
701'r application for Notice.of Acceptanc� (NOA) of. (305) 371-2102 FAX (3oD)
372-6339
0.030 11 Galvanized Steel Storm Panels Shutter
under -Chapter 8 of th
e Code:;of Miarai-Dade
Construction and co I COMIty goverr�ng the use Of Alterhate. Mate als and Types of
n2pletely described herein, ri I ,
has been recommended for acceptance by the Miami -Dade
county Building Code Compliance Office (BCCO) under the conditions specifle
herein,
This NOA shall not be validt' after the expiration date stated below.
product or mateni'al at any #me from a jobsite or mj��facturer, B * CCO r , eserves the right to securd this
Use 10 s Plant for quality cont . rol testing. If this
product or material fails to Perform in -the approved manner, B CCO may revoke, modify -
f -Such. -product or mat4rial immediately.-. BcC.(D res6rve�_ theright.,tO , Pr suspend the
.determined by.BCCO that L's product Or materiad faiis- to: - rL-VD1w this approval, if it is
Buifdiiig Code. the' requirement§ Ofthe South Florida
The 6#'6ns6 of
such testing-�'ffl; �oe in
curred by the ME�hufaotu
7.
ACCEPTANCENo.. 00-09"19.10
EXPIRES: 06/07/2004
Raul Rodriguez
Chief Product Control Division
THES IS IM COVERSHEET, SEE ADDITIONAL pkGES pop SPECIEC M GE��
CONDITIONS Ah RAL
D-U—MDING CODE & PR DUCT RRVIEW Coha4ITTEE
I
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Code and Produ�t Review COmrnittte to be used
forth above.. in Miami -Dade County, Florida under the conditions set
A-PPROVED:. 06/07/2001
Frallc'ScO J- Quintana, P.A.
'r- Director
Miami -Dade County
Building Code Compliance Offloe
VU('�SOOO I\Dc2000keMP12Le:Xn0Ejc& aCC
ePm�cE m1e, p1g,A,,
Internet mail 2ddress: postmast :
cr@buildin.�codeonline.corn
Easteria Met2i Su]2]2jv,jnc. ACCF-PTANCF
No. 00-091910
APPROVED
06/07/2001_
MUMEs 06/077-2004
L SCOPE
This approves 0.0301, Galvanized Steel Storm panels Shutter I as described in
Notice of AcceptaAce, desigiaed to ooraPly with the South Florida Building qode,Secti011 2 of th
�/Rami-Dade County, for the locations where. the Pressure requirtmeiits 1994 Edition f(
, as determined by SFB,
Chapter 23, do not bxceed the Design Pressure Rating values indicated in the approved dravAngs.
2. PRODUCT DESCRIPTION
This'0.030" Galvanized SteBl Storm Panels shutter and its components shall be con�ftuct d c
e in stri
compliance with the followingdocuments: Drawing No. 001252, tled "24 Gage a v d B
Steel Storm ParLels", prepared by Tilteco t' 0 1 anize efth
Inc., dated NY-1 0, 2.000 last revision #1 d d'April 3
2001, sheets I -through 9 Of 9, signed and sealed �y Walter A. Tilii� Jr., P.E., �bearjn ate
��...",E)adt;,.C.0m�V.P-roduct.Cantrol-aiDprQvaI stamp%vyith, e-NQtice g the h1iami
th of AcCePtance-number.and Fl�prova
date_-�_y..t4e3vfiami-Dade County -Product Control Division. Thesp,documen4 shaJI.h �mafter be
referred to as the �Pprovt-d drawings. . . . er
3- LUMTATIONS
All Permanent set cPMPOuents, included but not limited., to embedded anchor bolts, . threaded cones,
metal shields, -head�rs and sills, must be
'-all-times. Protected against corrosion,� contamination and dwnaage'at
4- INSTALLATION
This 0.030" Galvanized Steel Storm Panels Shutter and its rOMPOnents shall be installed in strict
compliance with thelapproved. drawings.
5. LABELING
Each panel shall bear a p . ermantnt label with the manufacturer's name or logo, city, state and the
following statemcmt:J."Mianii-Dade County Product Control Approved".
6. BUILDING PERMT REQUMEMENTS
6.1 Application forf building permit shall be accompanied by copies of the following:
6-1-1 This Ndtice of Acceptance.
6.1.2 Duplicate copies of the approved drawings, as identified in Section 2 of this Notice of
Aempta:nce, clearly' marked to show the-,coinponents selected for the. oposed
installation. PX
6.1.3 Any other documents required by the Building Official or the South Florida Building
Code (SFBC) in order to prope:rly evaluate the installation of this system.
ua-.- �r-_ 4. it / "",�
heliny A. Makar, P.E. -Produrt Control Examiner
Product Control Divis",
. - ion
Eastern Metal SuppIv, Inc.
ACCEPTANCF, No. 00-09i9.10
�M
K
- 06/07/2001
06/07/2004
Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed, alle
original submitted documents, including test -supporting data, engineering doc n
(8) years. ume ts are. no older than e
2. . Any and all approved products shall be Permanently labeled with the man'
ufa-otarer's name, city, state, and
I . .
following statemerit': "Nfiami-Dade Cc' ' 'P�i�du�t Control Approve*d"', oras specifi
unty
specific conditions 6f this Acceptance. cally stated in
3- ..Renewals Of Acceptance will not be considered if:
a. There has been a chanp. in the South Florida Building Code afflectin
9 the evaluation Of this 'prod
and the procrii.6ffs not in compliance with the code changes.
b. The product is ' no longer tha,same product (identical)as the one- Originally approved.
.--.Ifjhe Ar,.ce;p§We,
.401der_ Las not ppmpla ith all the! requiremont& of this. a4�c6ptance,. inel4ding.
correct installation of the produot...
d... The.
e.ugmeer, -who * on'gina]Jy preparecf signed and sealed fSo required documertat'ion iijitia .
submitted, is no longer practicing the engineering profession.
4. Any revision or change in the materials, use,
be �ause for termination of this Accep and/Or manufacture of the product or process Shall alADMatica
tarace, unless p or written approval has been requested (through j
filing Of E, ravision application with approp-ri-at'e ------ -
fee) and granted by this office.
5- Any Of the following shall also be grounds for removal Qf this Acceptance:
a. UnsatisfactDrY performance of this product or process.
b. Nfisuse of this Acceptance as an endorsement of any product� for sales, advertising
Purposes. or any oth
6. The Notice of Acceptance number preceded by the wor#.Miara�-Dade, County, Florida, and followed by tj
expiration date may. be displayed in adve
display�d, then it shall be done in its elitirety-Sing literature' 1f any Portion Of the Notice of Acceptance
7. A copy of this Acc6
,ptaaco 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 f6r i 0 j S
at all time. The. on nspecti n at the ob j
ginecr needs not reseal the copies.
8. Failure to comply With any section of this Acceptance shall be cause for termination and removal c
Acceptance.
9. This Notice of Acceptance consists of pages 1, 2 and this last Page 3.
END OF THES ACCEPTANCE
Helmy A.,�i�,ar, p.,h. -Product Controf —Exarnine
Product Cont
pol Divisi6n