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SOUTH FLORIM DUILOINC COE. jq� EVUX�� Or THE
VESRN *IND LOADS W4LL BE DETEWNW AS . M SECTION 6 A= 7t_84 IM 110 �pj� 84.. KIND
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STORM PANELS ACEQ�C?` FOR AlFACr ANO IAT�E "ESTSTANCE R45 REEK WRFiEU by ACCOROIVC�l
SECTH`NS ZJ'S � "J" TIE ABOVE k&qr"LV CODC AS' PER AREMM TES� LA&
042-5,UT-00- RD'Offlr r
Z ALL SIM MEET METAL PANELS SHVL "4Vr STRUCTURV_ O� AST, A= Q aN4X fo MIN
rVVNWZED STEEL DE=94770N & F)- 5ZJ �C (�PN, RMLEU)
A ALL ALUMMU EnR=ONS SHALL BE 063--T6 ALLOY CHLESS 0flfiX*ZSE N07ED
t ALL SCRE*5 TO BE STAINLESS STEEL --� OR 316 San--,
5. BOLTY TV BE 2024-T4 ILUMMUll ALLor, coLVANM OR SrANLESS STEEL M j6 1�j MINTAW IIELD POINT ,
6. AmcHORS To W&L SIALL BE AS FOLLUAS (UMM cHOTWME NgrEo).
TO EXISTING POURO CONCRETE
0' P' rMCONS & WX-5ET TIPCONS I'S hKKAFAMMED Or L rY,/BLdDD:
7/,F* ol CRETE-FLIX S54 ANCH0R7A7klNCFACrL= gr ELM nXTPM
F/if- PI . 7116- C4LK-JN ANCHO91, 114-)' ELOO —I- & fk 'FANEE.U47e OR f14' 0 ELCO m�j,
PANEIM47C PLUS- AS M4NLfA=REV Or POWER FASIMM,-, Mr- AND ELOO Tamm RMiETWELr.
0 RED HEAD OrMBMr SLEEVE AEWay AS 948WACTURED Ur LEW. VULDEX
Hom�l I
A-1) MWMW EVREOMW Wo POURED CONCRETE Or IAPMNANaM OR aM-nEx S54 jS I _V/;-. FOR
ELM PANEIMTES IS 2'. FOR RED W-0 mwar is r 0-. TOR am .k pANU-MIE FLUr Is 2-
A-?) 7/5' CALK-N Amoms miu BE agRar a4smBED om THE pak�ED CONCRETE W Sv6SCqaVr WIT
snwo mma a- powalm 114- $1-2a SCRM LSW STALL BE f TA* L= WEMW &NOLED SILV= EXIST
AND I' UMM FOR WALLS WITH M SRACCO.
0 A3) rl C4Sr IMr ME'AST Motry PREIAS� CONCRETE FAKELS; OR PAWNS BE FVM'CN THE DasTNO WV,
R P-DQ% ANCHORS &WI BE LON9 DKmH To REACH 17L, AWN ETRU=fE BOW SUCH PANEI.S. ArQ _ GE
SIALL BE AS MIC47ED ON NOTES A 1) & A.7) ABOVE M94
(8) n) Dawm CCNQ%7F &= mw
- fllrm 0 IAPOaNS & RIX-SEr UPCOUr AS AWAFACTURED BY Ll-.WIB =JX
- 1/4- 0 CNETC-FLEX SSf ANCHQWAS SWAFACTURED Br ELM TEXTRON.
- 114' P , 716' C41-K-IV ANCHORS 07 1/-(" 0 ELCO a. &- 'FVNELUqTE` OR mr s aca
—?� 'PANELIATE ftUs'As uQxrAcEfiEv or Ponn amma.% va Aw noo ;TriRa% RmFzomar.
- jVU' 0' RM HEAD DM46ar SLEEVE ANCHOR; As MINUR=LREd BY LEM VUUM
HoTul
a) "A" EMaETMENT' Or PPCW AICWiM. ELCO fAfflaUGE; ELCO M.Al 'PANIMTE PLW.. RED HE40
Mq?QLT AND CNEff-R-EX SSA NIB NEE CONCRETE BAXX LaT &W-L BE 1 114-.
B-2) 7/8- CXLK-N ANCHORS MWL BE ENInay D&MOM jNP, THE MHO BLDCX LUT
L"Jr NO EUSEMENT' X70 57UCCO SHALL AE'Ft -0 %7r
Momw shmw STUCCO EXIST AND 1. T/f -2V SCM� USED WiiLL X 1 1/2- LONC
AM14VM FQR WLLS WTH no SRCM
B.3) Av c4sE 7mr PRECAST STONE OR PlErASr CONC10r PANELS BE IDUND ON IT-- fXSZNa MU.
WOCATED ON n� IN B. 1) & &V ABOVE E AS
MALL BC LONG 17MCH To REACH THE LAW S7RUGMURE BEHIND StCH FAMELY. A41CHORWE -qWL B ANCHORS
(C) ANCHORS STALL JUE' 0GIALLED FMU*= ALL OF THE REMMUENO47KNS AND MIEW10JUM5 OF THE
ANCHOR'S U4NUFACTUREX
7 PAMaS Amr ALSO BE prTALLED NOLayrAUr. FMLORNG WTN_IA7,ON BMXS Swwm �om srt�rlo I
8 (Snar z & 3 OF 9) orcEpr Tmr HEAmBs z 3 & 4 Sim NOT, BE U.Sm NS THRO
C. IT 54U BE THE fif3rO=aLqy OF TIC CONT94CWR To VMFr THE souNwm a� THE STINCTME W C
SHUTTER! JS TO BE ArTACHEV TO k4WRE PRa-JR ANCPoR4CE IRS Sh
CUNCRETE BLOCK Off N= FWE DLgffAV. vr7E7? SH4LL OMr BE ArrAcho To*
.9-SHUTTER A"WFACTURES 01?a MALL W PLACED AT BOTTOM OF EACH PANEL
LABEL SMILL RE40 AS FDCLVM-
EASTERN METAL SUFFLY. INC.
LAKE WORTH FLORJCA
MAW LADE COUNTY PROOLCr CWTNot �vm
(9) STUDDED ANGLE I := Min. .085'
SC&E: 4&, 1 HOLE A r PA
i2ETA It f STUD V/ DIE C4ST ZMC KEY HOLE WASHER
NICKEL PLA7Eo ypjKc NUT Ar,,
C �0,
SCANNED
BY
St. Lucie Cou*
APPROVED AS COMPLYING VVITH THE
SOUM FLOR)DA BUILDING CODE
—DATEP(O 30C)l
BY F -
;PRODUCTMNTROL DIVISION
BUILDING CODE COMPLIANGE OFFICE
ACCEPTANCE NO.,90�0 19-.10
h(bWl DADE COUNTY
24 GAGE C,4LVANIZED BERTHA AS -SHOW
STEEL STORM PANELS I SCALE
7/10/00
EASTERK-WETAL SUPPLY, INC DA It-
J6X �,4 A�-. SOUTH .:
ANCHORY
SCHEDULE)
POURED
CONCRETE
REQUIRED-\
FVR UMmUk
TO CLASS
POLRED
BLOCK WALL:`
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CREM-AVO �*
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cwa%�- L
OR.CoNCREIF
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CONCRETE AMcHoRs
(&EF SCHEDULE)
POURED
CONCRETE
REOUIRED
cor,L
MR mmaz
'EM
AWN
To q-4z
-20
: W/
vr I
P a
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C ONCRE7F ANCHORS
(SEE SCHEDULEJ
FC6G;i7E- c
REQUIRED L
114' pr 20
314:
MEF"
T14,of -20
t;w/q
OyLl". 0
*m Nur 0
rz, 0.
POURED
CONCRETE
a
POURED
CONCRETE
0-20 Y4
OR Comm=
BLOCK MU
OR CONCRETE
BLOCK W4LL
0. a
REMREV
REMREO
z
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ConL
CONCIVITE ANCHO"ts
(sEr SCHOULF07
0
G coat
:
cmc,?Lx
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AALL MOUNTING
-INSM&ATION
bUILD 'OUT
7
IN, 2�-T I LA TIOM
ON,
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V Of' P-20
7
r n Mo
WMG
12* 0. a
SEC77ON 0 STUD
c�AL 0UM7 IMSML�LARQA�
-SECrION F F,
D- EOCE aSr"X
(sEr SMEOUIE ON
SHEE7S 5 6 & 7 or' 9
FNOTE- FOR COMBINA 77oM or SEC,770�S
0ALLIELOORICLILM MOUNRNG-SEMONS CRJ BE
co"91YED 'A' ANY WAY To suiT Amr vvsrAuA7joN,
� lz�--- Y� I
Cmt
R�M-
wml�
PAR4770M t�'
TO U-A�
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acus L17�4-
12' CL a
r kl-,
I r 57/or-20, ,
Cwt
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.SECTION 'SWE. J/6'� 11
APPROVEDASCOMPLY94GVMTHe
80M FLORPA Suu)m CODE
DATEUD Vjo
co
By T
PRODUCT
BUIPING CODE CO-MPLKNCE OFFICE
ACCEPTANCE
MIAMI DADE couW
24 G40E GALVANIZED %R7PA As MiOWN
STM as 5'-4LE
7110100
FE.-As4T-�ERM'METAL SUPPI Y- Wr ---ncn: .-,
CONCRETE ANCHORS
(SEF SCHWULE2
.::I— : T---P
POURED
CONCRETE
REQUIRED
FOR AV)&(UA(
TO I
IA' 0-20 x
tiNfibiw/0 ;
OVERW o L
BOLTS
W/ 7
172' 0. *a
v
POURED '-W
CONCRETE
Cy? CONCRETE
RE
CONCRETE ANCHDRS
(SEE SCHEDULQ
Coat
— f14' 0-20 S. S. YACH6NE
BOLT IVI NUT & WASHO?
ll�cl 12" 0. a
ML
3
Z,
2
:c
rOr.-20 & a U4CHFhT
IF - WASHER
0 12 Y/,. Tc.jr 4
CONCRETE ANCHORS
(SEE- SCHEDLEE)
POURED CONCRETE
REWIRED \ r
70 CLASS
I Cont
T
FL
CONCRETE ANCHORS
(SEESCHEDULE) E.
"OURED CONCRETE
REWIRW
IAL7MN47r, j
LEG LOC4770H
8 ConL
L
0
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0
R
TIM
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BOLTS05-20 x
TS
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CONCRETE ANCHORS, --I I
(Sa- SCHEDULE)
L'.1
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L-3
Ul CpaL POURED CUNCRETE"I E D.
REQUIRED
BUILD OUT WSTALLA t/o� COUNG eoog 'ko
—!: �SECTIQN 15 SC41: 318"— ASMLLAT-10M SECF109 0
AS-Z"ALLATtotY - SEMONJ7
SCALE
SCALE : 3/a"
F- D. = EDGE DISTANCE
EE
ME 7�56 ULE ON
& 7 OF 9)
BfN4770N 01- '9ECT70"IS
N;
CEILING 4fOUNT?NC SECT? NS 6
OT AIff W r To 5Uf Mr J�
W
'91NEV
F. N A rA =77OZ
C4LK-IN OR ELCO molulfmol,
ANELAKTF OR MOM PANELMATE PLUS
'0-20 &DEWALK Bo-rr cR' a
1114'#-20 TRCWHSAD 5V-T
(SEE SCHEDULE Fvj? SPACING)
POURED
CONCRETE
OR CONCRETE
&-OC,4c KALL
REQUIRED-\
(Sir �ctf�vtw)
FOR mw&w
SEPAR4700M
TO "ASS
0
114* 0-20 x I
SSALS W1 Zg3Br�l:--J,
waiG N 0
ZIL
b.
POURED
C"WRETE
OR
;1VILOCK IVAIL
p
-ALTERNA7nE
LEG LOCX770N
APPROVED AS COMPLYING WrTHTHE
SOUTH FLORIDA BUILDING CODE
DATE�(�)b/�-C)
13Y
PRODUCT WNTROL DIMSION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO.00 - _O 9 (9. 1 ()
IL ECG-'gnc.
C4LK-AY OR UCO mqjolfamul,
PANELMAZE OR mat, PANG-WTE PLUS
SIDE)WX BOLT OR Co 0
TRUSSH&T Bar
(SIT SCHEDULE FOR SPACING)
JLALL' WOUff7ff6-&�fArLA-F
�D. 7
— SECTION 8 SCALE J/5'
4DE ItALK BOLTS ARE V4�
HEAD MCHINE SCREW IL 0xXj2jWg
VLEN
AS PEI? NOTES A2 & &a (sH�
H
AS' PER NOTES A-Z & R2 (StfaT 1)
A~ DADE COUNTr
24 G4GE C.4LVANIZZED
SMEL STOPM GERTH4 AS -lWoM
PANELS
7/to/00
SUPPLyp INC t%?E
a
Aam�
2' x -f" x .125-
Jt05-H14 OR 647T6 ALLOY
Coht Alum ANt —
CASE A (Plan)
SC4LE- 114' � 1�
2' x S' x Dsj' 3105 H-14 ol?
6 � Alum. AZE'
6Oi53�TNC=Ovfn2 0. C.
POURED CONCRETE
OR
CONCRETE BLDCK WAI L
REQUIRED
4 CONCRM ANCHORS
0 12' 0. a
J
CASE D (Plan)
SGIV-E.
POURED COMQWr,
OR
R CONCRETE BLOCK WALL
EOURED
MIES si
'bZ
2 OR OR
2" OR @) OR OR @)
OR @)
f14' o Bar 4' r 4' x o22"
a 24' 0. a 31a5--H14 -& 600-T6 ALLor
W/Jickwur 0�f- Afum MULE
CASE ig (Plan)
SC4LE. 114-
END CLOSURES DEKAILS
POURED CONCRETE
OR
CONLREZE BLOCK WALL
REOLWEV
POURED CONCRETE
OR
CUVREIE BLOCK W��
REQUIRED
CaVOYETE MCHORS
a 72, 0. C.
2' r 2' x .055' To
2'X 5' x .055^ Cant
Alum ANaE OR
.030' 3105-HIS4 SNEEr
METAL Alu� PSyr pLATE,
ALTOM7E LEP LOC477ON
CASE C (Plan)
SCALE 114'
MAHMUM DES'GN PRESSURE R',4TING 'If" (p.s.f.) AND
CORRESPONDING MAX[MUM PANEL LENGTH SCHEDULE'
Max 8WEl LLNGW
p El L'NCM
'W
APPlie4ar To
PRESSVRE R47ING
,
L I)
L 00
UWMW SEPAR41M
SEMOMS
(SEFSECln70,NS)-
W"I7
TO
10 CLASS'
A�W CAW6MZ708_.._
Or THSU
+&6.0, -76. 0
7-6' OR LESS
0.7
I,ZJ,4.5
+60.0, -70.0
To .5� 6_
>7�-6* TO a�-6'
6
+66.0, -76.0
7-6' OR LESS
3 J14
6 & 7
+60.0. -70
. . -0
>7-60 To a-6"
3 314-
5 & 7
E C 0 cme.
APPROVED AS COMPLYING
SOUTH FLORIDA BUILDING CODE
DATEt(�D �O!,,,
BY t n Z-�
PRODUCT CYNTROL bVASION
BUILDING CODE COMPLIANCE OFFICE
ACCEPTANCE NO.Jy) -�- 10 MIAM, DADE COUNTr
24 CAGE GALVANIZEO RERT[jA AS SHOW?
STEEL STORM PANELS n SCALr
tAST-ERN ULTAL SUppLy IMC 711 D/L'o
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w 0�0 "
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12-
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12,
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12'
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!�aIMUM ANCHOR SPACINGS ARE VALID FOR 3 112' EDGE DLSTAAI(
1-0 E D. LESS 7HW -
6'-0' OR 5 112. REDUCE ANCHOR SPACING By
AfUL77PLnNG SPACING SHoWM ON SCHEDULE By
FAC7ORS (IVOTE - A(la' THE' FOLLOWiNg
FOR 77*S OpD?60 - E: A FOR C4-K-ly ANCHORS IS 2 1/2"7.
N 70 BE P0SZ_qLE; REDUCED SPACING 087AINED
USING FAC7101? SHALL NOT RE LEsS IN& MIMMUM SPACING
INDIC47ED FOR EACH ANCHOR TYPE AT ANCHORs LEGEYID.
FACT017
T7
ACTUAL E: D. APCON/
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FLEX S54 CALK-jN
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2 112- .75
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12'
12'
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(top) 6'-V' TO 7*-U
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12'
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12'
12' 12'
MIA
f2'
+6&0, -72.0
WA
12-
12"
---:-
MIA 12- WA
12" NIA
12"
.9
-
12'
12*
Tz. 12-
12' 12'
12"
WA
KIA
12*
�A
12-
5.
12,
12* to'
12. -
.7..
12-
W,4
12'
KIA
-
-12- WA
12'
12-
WA
12*
NIA
12- WA
12' NIA
it,
WA
12'
WA
-
12- 41A
12.
MA
WA
WA
-
MIA WA
MIA
12- 12-
kv=x
smcfia Fw E: a j 1,tr
DES= LOID
r
...... LEX vwtb�x
ho 't"r
am
10 O�� 7pguawr To Cnr 7, ,� w Mvc� ?v SKYW
rz,
FIA
m""Ex 7, �w
12'
MIA
r2, WA
t2' RIA
12.
9.
12"
12'
12-
Tz.
T2-
WA
NIA
12" ILA
72- MIA
rz-
.
12-
f2' TZ
WA
fz
AVA
12' NIA
12*
72-
T2-
12-
12-
72' lz
MIA
12,
WA
1.7,
WA
12' IVA
f2, MIA
12-
t2'
12'
WA
12.
MIA
12- WA
JVIA
12,
5.
12-
12'
12- if -
NIA
t2-
NIA
12' AVA
zz-MIA
12'
WA
/4
---M . -
- �z WA
if"
41A
12,
WA
4/4
..
MIA
MIA
i
NIA
NIA WA
12.
12'
P=N
LT.K VWba
"W&W AOUO� �KCrjc FM E
L
Wcow
RO
am Mupo-v-
M cavcRcm M ut�w Mv-REX TO utvAmny
CREX-f= "q44UPLE
1, to
72-
JVA
12- -
g/A
� 7 utsow
12,
12'
12" WA
a.
12'
Y2-
72'
12" to'
12'
tVA
12. IVA
NIA
72'
a.
T2-
12,
.
T2, F2
12'
12'
41A
12-
MIA
-
12- WA
to'--
ZZ"
MIA
+66-0.
-70.0
12'
12'
12'
12" 12-
12' to,
?VA
12'
MIA
r2' ';VA
12- NIA
r2'
S'
12'
12'
F2- 12'
72- to,
12'
41A
12'
NIA
12' t(IA
f2'
12'
4.
12'
P.
rz, S.
WA
12'
HIA
2_
A
V/
f2_ A
it'
MA
t2'
f4lA
12'" f(IA
- I
I
WA 1
12'
141A 1
12- IJIA
72.
12-
12'
f2'
12'
12"
12'
T2-
12"
12-
12'
12,
12.
f2'
tz.
12,
12"
12-
12-
12'
12-
12'
12.
12-
12'
?(1A
WA
12'
WA
to,
I(IA
41A
-Lo:
NIA
WA
-Lo�.
WA
10'
MIA
6.
t2-
12'
- 12'
12-
tzl
12'
12'
F2-
12'
12'
12-
12,
12-
12.
12-
12'
12-
!2'
12:
12-
12-
12-
72.
;;77
-
I (qoa)�
2 (70P)
72'
2 (6arw
3(70.-)
12.
1 ponm
NIA
(jop
12,
4 (0077DV
NIA
.5 OVP)
71
(BOT70M)
E �rw)
MIA
6 (BonvAt)
NIA
7 (MP/,9orW
lz-
8 nvpl��) I
AVA
12'
NIA
f2-
12'
MA
12"
WA
7'
WA 7
12- a
L�w v (a)
=JlUUlV ANCHOR SPACINGs ARE VALID FOR 3 112" EDGE Dl.�7ANC&
OR " LE--S
': L
To MUL77,pta�G Sp 7H4N 3 112' REDUCE ANCHOR SPACING By
ACING SHOWN ON SOqEDULE By ME FOLLOWING�
FFACTORS (NOTE - Min- 'E D. Fol? a4LK' -
OR 77-yS OpEp -IN AtVCHORS IS 2 112�.
.4hON TO BE POSSLE., REDUCED ScACING 067AINED
USING FACTOR SMLL NOT BE LESS 7MN UINIMUM SPACING
'NDlC47ED FOR EACH ANCHOR TrPE AT ANCHORs LEGEND.
FACTOR
MW" 11MU
Long L. (n)
cr vim.
r (top)
f ponav
2 (top)
2 (0077W)
i (fop)
portV4
r
2
n
r
0
p
L
a
- 4 (top) 7--6' IWO jr--.6
aw
4 (B=DM)
cuw
s (top)
a
5 (80270u)
(Mp)
UU PARELAor pLus
. -- lll�
CALK-N
MMUM
CONvor 1p
rp cpu�w to
0�� LovM %- pq
12'
f2'
WA
� 7",v
f (top)
12'
9.
72'
it,
f (Bor(ou)
Iz,
X/A
12"
111A
2 (top)
f2'-
to'
12"
it'
12 (BorroM)
12-
NIA
f2'
NIA
Jr (rCp)
12'
P.
f2'
if,
i (ooTTcw)
12-
I(IA
12.
AVA
4 (top) 17�6- To 6�6-
12'
9-
it'
12,
PVA
T2"
WA
5 (to)
12,
4.
12,
6.
5
f2:
N/A
12'
XIA
6 (To".)
120
NIA
Fl,
------
W/
- -------
ACMAL E. D.
i6
71
2 112- .71
2. .50
MC -HORS LEGEND
ANCHORS ANCHOR
�MIN.
P CI
TYPE - SPACING
CRETE FL�X SS4
CALK -IN:: 2.1-
00 R
4
3/8.09 RED HD,
L 4.5'
V .5�
�sr,- - -
DYNABOLT- sLEEvE#
*SEEN07ES ON SHEETS a & or 9
S TYPE & SPACING FOR
FOR ANCHOR 19
INSTALL47IONS INTO WOOD FAMME MILDINGS.
C4 . LK-IM MREDHD..,SLEZ:W
.75 1.60
.50
1.00
0.88
APPROVED4SCOMP IIC
M , WTHTHE
80LI� FLORIDA BuILI)ING CODE
DATEI
P Rl?l I T-- C
ROL I)IylslC)N
GoDe COMPLIANCE OFFICE
ACCEpTAI,,CE 1*00-ilo
1161WIM DAI�Df COUNTr
7 00
rAl,
-M LMEC�-G-ti�t -c-�FE45FERM M�ML'sllppi "Y
12'
22:
Tz'
1-2'
12'
12-
-;T
12
12'
12'
WA-
12'
72-
'12.
22'
12,
12"
12'
12'
12,
to,
E�—a - —,,Ir
NIA 12* IJIA Tz. MIA TZ,
to- ;2: T2' r2' 2 f2' Tz"
f(IA
f2'
MIA
12'
NIA
12'
To"
12.
12'
12'
12'
12-
?(IA
4
4
rz,
IVIA
12'
WA
fz.
to-
T2.
p
12'
f2.
TZ,
72.
4IAtV
NIA
12'
FIA
12,
to,
tz.
12'
12'
12-
tz.
WA
f2'
MIA
12-
41A
12'
7'
12*
17-
12'
12-
Tz.
tVA
—�IA
12'
MIA
12'
IJIA
1z,
12'
NIA
12'
WA
12'
12'
WA
f2'
WA
12'
KIA
WA
I(IA
m/,
.1
12'
Lr.K VLED!x
T T*CaW
)XD to su�
O�X-Rzr ss,;
comcm
�
to CmQnc 70 w-saw to ca%cwx
?(1A
NIA
12'
WA
12.
7'
12'
(2-
12'
WA
12,
)JIA
'12"
7-
T2'
F2
12-
12'
rz .
WA
12-
NIA
r2'
WA
12 .
7'
12'
f2'
12'
12.
f2'
WA
12,
WA
12'
NIA
lz
7*
12,
rz,
f2'
12.
Tiv
WA
[2-
HIA
f2'
.f.
IJIA
2'
WA
1,2'
f2'
WA
tz,
i VIA
12'
JVA
12,
PW(IA
t2
IMA
17,
WA
MIA
MIA
WA
NIA
12'
MIA rz,
1z, 12-
1 (1A rz,
12' 12"
MIA f2-
72- 12.
MIA 12"
Z.
NIA 12",
ly1A 12,
WA 12'
12.
ArIA 12�
To, Tz.
NIA 12-
10, 12'
I(IA 12'
To- 12.
MA 12.
10' 12"
t(IA f2,
U. 12-
MIA 12'
AVA 12'
6. tz,
J VIA
t(IA
r2'
t2'
VIA
MIA
VA
IJIA
12.
�. ftw
�-"-upv
I(IA
,11A
to'
VA
6.
WA
t(IA
I VIA
r2'
12,
12,
12.
12'
L2L
12"
12,
72'
(2*
rz.
12,
12'
72.
TZ,
Tz.
12'
.42,
12'
it,
F2'
E
I(IA
I (TOO
12'
(Bvn*
NIA
2 (MP)
12,
2 (50n0k)
10A
J rmp)
Tz.
i pcnm�
NIA
r--U' OR 1�
.1 . z-
4 PON W,
AVA
5 (top)
To
AVA
6 (top)
MIA
6 (OOTMO
AVA
7 (IW/U7UM
12-
a rmplxim)
ANr CMMM= U=N (M)
I pormw
.2 (MP)
R/A
(-mp)
to.
J. ponpLy
I(IA
4 (WP)
10,
4 (Egnmo
ArIA
5 (vp)
NIA
6
WA - -
a -oorr6w, -
NIA
7 (�DP/2?prW
70 6,-6
*'4W1"YU ANCHOR SPACINGS ARE VALID FOR J 112' EDGE D)STAN(
FOR E D. LESS 7HAIN 3 112- REDUCE ANCHOR SPACING By
F kUL77pLnNG SpAC[lVG SHO)yN ON SCHEDULE By THE FOLLOWING.
ACTORS- (NOTE )WIn E D. FOR CALK-111 ANCHORS L3'2 112�.
FOR 7HIS OPEPA77ON 7-0 BE POS'BLE, REDUCED SPACING OBTAINED
USING FACTOR SV4LL NOT BE LESS 7HQ UIMUUM SPACING
INDICATED FOR EACH ANCHOR TrPE AT ANCHORS LEGEND
FACTOR
ACTL44L E D. 7APCON/
-PA - MATES CA)f K-IM RED HD. SLEW
..86 .75 1.0 0
2 112� .7f, .50 1.00
2 .50
ANCHORS LEOEND
ANCHORS ANCHOR
Ulm.
7-rPE SPACING E. D. Ef)�-E D�STANCE
7APCONIPANELMATES/ 0.
CREI-E FUX S34 .3.
CALK-IA� - -2.5'
'L�5�/B�f�0 RED
S. EE V-E
DYNAROLT
'SEE N07ES ON SHa7s 8 & 9 OF 9
FOR ANCHORS ME& ScACING FOR
IN-SIALLA77ONS INTO WOOD FRAME BUILDINGS
APPROVEDAS COMPLYING WTHTHE
SOUTH FLORIDA BUILDING CObE
DATE A, 0 -7 /
PRd6uCTc6r6ROLDPASI0N
BUILDING CODE COMPLIANCE OFFICE
-�ACCEPTANCENOjC)0-09jq-j
AlAyl DADE couNTr
24 G4CE- GALVANIZED BER
,4GE THA AS -WOWH
-'S i
E SCALE
S7EEL sToRhr PANE -Ls SCALE
2 to/oo
Et, L::�EC 0 -EASrERM METAL SUPPLY, mw DArr
-ER
(TOTAL A
12.000- frnTcrrlv
f. 4 7j- i
Aw�
2. 125- 1
PANEL
-D J" Max. 'U" BUILD OUT
r (8). —
CONCQfTE NJC#4� (SEE SCHEOLXE)
I All,
COOCRM AYCHORS (SET SCtLIDULL)
I JAI,
STORM PANEL TYPICAL ELEYATION
9 1. 1
714' Akx G� 114- lAlx. C�P-j
z
SECTION A -A
T, —.
'I" TRA C
��Jlr- "
F
:iL7
SEE
AETA1. I
LL:� I .
. , �— 2.0ca- —r
R.Ijv, (mT'L MOTH)
OW- (EFTM&E AWTH)
HALF PANEL
sc�r � J/� � r
_U" HEADER
�: ila- - r
.0.9s,
(2) R�VERSED -f— ANGLE TRACK
�: J1r - r
(0) STUDDED.JANGLE
scQr: j/zr7 - r
CENCRAL No
SMBM �Mn PAS XVi DCWN�D N ACCORDI�WC WITH W a,,C CoUtffr. 1991 CWXW
or I�c SOUTH nubCA acxooc COOr.
rw� WiD LaAas S� Bc OCMR� Ar prR scrIxw 6 Or Ascr 7�8. -W Ila
94sc W" SpEEV_
STOW PA'a-S AaE�CT 070IT �ACI` �O FAWAC R(SSTMr_1 W &CZW YCW" I ACCA�WCC
Rc� / lo"A);-AL UCHIT� COCC AS � AAAOTA� TEST
SECTOnS 2315 & �14 �CCT�r 0'
z AL lv� � WrCkL � &� �vr �2-�2 ALLOT cw -w4-m4 A�r.
� �w El"OFUSIONS 9� oc �-rc ALOr UNLay wl-n�r morm.
AL S-�cn TO BE S1vu=.STcu 304 m J16 smc-,z
I BOfT5 70 RE 2024-Tj ALWMW ALLOX CqW4nD OR SrWNLM SnIL MTH A kj "Ww
�hvfls To NIU -WU BE AS rpualts: (UPILM OTHCRyasc wav)
TO DU57AV FOLWP CCHCRCM
V'r' I TAFCON NCl� As AlAI&FXAN�M By Lr.w A�ff m ELOO mmm
1/4" 0 0" � A%V�U (�T�A STUO-COH), AS M~ACnMCD � W-rASr Caojp�,,,
0 �L Z� � Aho� A, �AC�LV THE �K aW �AW,
'T" 0 7/r FAK r�-n OAX�M M L'Co 'PMnIkiTV AS
'HC P� Aw 00-`� � OCO "OUSKIZAE& ACwrrmiar.
NOTES:
41) E1MMWW NTD FO-ACD ccrvcolcm t� z� AHC�V,, a 1 314'; � MWE Z�
7 3/8 '. & FM ElCo AVal"FU IS f 7160- A� rW V W-CIRP ANOICUTS IS 1 14-.
A2) 71C Mn C�-m AICNCA� P�L W DaWar rMBCUaCT, yM THE p"E, CC,,C
AD D.TCDYW JUo STUCCO �u BE PCWTIM SEW .
114- 0-20 SCTWV LSED VVJ-L &- 1 112- LOW WMW 9,CAD STUCCO DZT
M"AW FOR )VAUS WIN W STUCCO. 0 AM I-
AJ) N CA -sr �r Awc� STO,,& pRmS, co�,,,Er pAyEU ,, PAvvu ac f m THE
COS"� WLL OR nDCR AhCHCWS S� SC LaC O� )V RE,, LC vuso
STMX7LW BOWD SUCH PM34 A`CWCkWX SWIL OC AS VAyrATTU (W AVUS
ABOVL
(R) TO DISTM C6)Cnr BLOCX WALL
it 7250 APOCH N�� AS -V�ACRAZD irr LFW
R 125' AALA�ET M CLCO
114' f C� PA� A%VCRS (SOET44 STVD-CGN)_�
0 RA4L ZWAC XU-W'AhC:%CRS AS JJVJ�'ACTLWED By THE RA Ea or rw-IAsl-ca�wr�.
*t PLUO Co"wiy. � -
71W' RAn CALX-W ANCHORS OR ELOO f�d. ,,Aw�yr As u*&fAcnKw
4w RAK Pac m A%v acp 'ARalw. Rmirlhur.
HOTES..
al) amuUm rWaVINT" or T� AW-401m R�t Lw� mxr( Elm c,- w-
G?P- NTO TkC COPIC12CIE BLOCK LNT SH4L BC I vr.
&2) 712" A� CAlf-H A�� -Vi<L BE CWCMr OvBEC= NTO pK m
AV zlqmovr JVlo STUCCO SNK(L or Pow4rlm -'WM7r &ocK uw.�
- Lc� uw�w
usca BE 212
M� MR W"S NTH NO STLCOO AHO I
N C-'T TAT PiMST STaE OR pRECASr COCRETE pMaS ar FUM',,,
'W,'IWLXIS7)W
ZA" A`� S� &C LO'la DyOL`CH 70 rZ4CH I)< AWN Smuc�.d"v SLcw
0,0� AhChMWr SH�U BE AS MWAIM CVY MTES Jv ILI) & " ---
J- AHGLE BUILD OUT BRACKET Awl�,
CC) Aht>KK� WA&L W yrX,,, lUj,,,,AL 0, ZW RCCCILIA9��
r a, THE AN-Ilf"A's "VKW?4TLmx
7' piViaS "Ay ASO BE POTALLED HORZOP17ALY FOLLOWM WSTALLATCH DUALS ONS . rCnONs
INRU or (11/aT 2 a i Pr 8) nCfPr THAr hckavis Z, i & 4 hOT BE,
& ff SHALL. Bf w AEVaNs� Or Oc con
� S�r* 4 TO W AM� TO �.. *,, TO
ATTAC74ED 70 CC)�EM BLOOxOR AWD F)UE SUIT 0?
DWr Oft), BE
,S
9- SMMrR AfWFAC�TURDM LABEL SWL VC PLACED AT BOTTOM 0, &V-4
LACL SHJLL READ AS fULLOlM
C'SaWlY REIA Stflftr. AC
LVX VVmK FLORIDA
--T � OCLWT� PNODUC7' CONTROL AFPP�
�Z4=1�
PRODUCT RENEWED
ACCEMNCEN,00— o 607- -C)q-
D ND APPROVED A�
"f- TRACK ANGLE �TE70) Y--
;0 7� COMPLYMG VI-TJ1 T11,E
�--Jlbr�r SOUTH FLORIDA UWLVIG C(,')F
.125'
DETAIL 1: sTuo wl mvvc NUT
R-20or
T—
I I 0117FkJ Ob -I q
p XULDIVISION
F WaXTING CODE COMPLL4NCE OFnCE u
CT CO..;7
PRO[ I; I "1 0
oui!,D:t:p CODE CWAP, -,(.ri UITIC
L ACCEPTAPICE NO.9-9----0aj -7
T
2' x 5" (Max.) x .125" ANGLE
DADE COUNTY
AS SH014W
0.050" BERTHA STORY PANEL SCALE
717128
IILIECO,Nc. EASTERN YETAL SUPPLY, INC
rfflff MrOiC A 12'� COMPANY
-V.� � M. 217. 98 172
: DRAMHO
W147D? A nuff j,. P. E:
CONCIETE.AfICHORS
15Cr SCHECULE)
POURED
CONCRETE
REQUIRED —\ 6
FOR MINIMUM
SEPARA770H 'S- TO
GYASS OF )YINDO)y
OR S. G. D.
POVRO
COHC,_eETC
OR CDNC
SLOCKWAd
REQUIREM'
COHCRET6NCHOR�
I'sa SCkl�EOULE)
I
I
SEC77ON 0 ANCHOR
CO&CRETZ ANCHORS
(SET SCHEDULC)
PVURCD
CONCRETE
RCOUhl?EO
C�(.
rut? "Immw
SDA&�TION -S" TO
GLASS Or WHOOW
Of? S_ C. 0.
11-r 0-20 4'
Bars )V/ 7W
JW7W049 NUT o
0. C. —
POURED
CONCRETE'
OR CONCRETE
BU)CK WALL.
REQUIRED
_T
CONCRETE- ANCHORS
(SEE SCHEXIIX)
- ng c. 1.
aMe,
i
�) C�a.
WALL MOUNTING INSTALLATION
SECTION 2
/7/ /77.7f 77/7777�_
xW1
Y4: V10
14 S
716' � .31J2- W
w
lf7NG NUT v
12' 0. C_
POURED
CONCRETE
OR -CONCRETE
BLOCK WALL
REQUIRED
9 cont.
SEC77ON 0 STVo
WALL MOUNTING INSTALLATION
SECTION I ScALz: J/8' = I'
b9ff : DETAIL OF SEC770H 0 STUD VAUD ALSO FOR
WA" AOUHnNG INSTALLATION - SCCT)ON 2 (TOP)
SCALE : J18- = 1,
f: D. - EDGE DiSTANCE
(SEE SCHEDbLE ON
SHEETS 5 & 6 or 8)
CONCRETE ANCHCRS
(SEE scuromr)
POURED
COPICRETE
PEOURED \ Li
POURM _/ W-
CONCRETE
OR COWRETE
BLOCK WALL
REQUIRED t
N
0
GLASS OF *WWW OR S_ G.
Z -20
TS,W1 7�
J1.32' wvn NUT 0
Iz- 0. C. —
z I
CONCRETE ANCHL)RS
SCHEDULE)
_D';
C�c.
BUILD OUT INSFALLATION
SECTION 3 SCALE: j/a- — I-
NOTE roR COMBIR4770H or SEC77ONS :
WALV,qO0VCE)LING YOUNRNG SEC77ONS CAN BE
COMBINED IN ANY WAY TO SUIT AMY WSTALLATFON.
Ca%CRETF WOCHORS
(Scr sclicoULE) X
N
N
ConL
:
�N
7
POWED
Coe&RETE
N
N
C.m.
REQUIRED
LQ
(SEE
FOR 1464�1. TO
GLASS OF If OR S. C. D..
0-20 x 31,
J132- MNG Mff 0
12' 0. C,
:z
9 C�L
POURED
COICRETE
Q
OR CONCRETE
BLOCK WALL
REOMED
- X.
Lgo
PX.�_ V-20 A/. S.
HUT o Ir 0.
c.
rl
il
CONCRRE7E
(SEE UL
10 C�(.�,
/I
BUILD OUT INSTALLATION
SECTION 4 ScJLE
, J/B'
PRODUCTRENEWED
ACCEMNCEN�. 00-06o 7- - o
EMRATION DATE 0' 0 7_00
By �/ ;::!� (/l
RC)r� UN�i OLDWIsION
bUILDING CODE coMpljANCF, OFFICE
11 L I E C 0,mc.
JT =WC & LXIG� C�
�W.� 217. a
A wT J, p F
APPROVED AS COMPLYING V6111 TW
SOUTII FLORIDA BUILDING CODE
BY
Pro[ OIV'S'ON
BUILDING CODE COMPL-ANCL OffIgi:
ACCEPTAI,'Cf 140 q L_ Qo Ll - _io
DADE COUNTY
AS SHOW
0-050" BERTHA STORY PANEL SCALE
7/7/96
EASTERN METAL SUPPLY, INC DA TY
J� 2�
98 - 172
DRAWHO Ik
. I "1 1 7/
CONCRETE ANCHORS
f 0 )21 a C-
2- , 4- x .725- -- -
J10-i-H14 k
, OR 606J-T6.4ttoy
ConL Alum. ANCLE fz / -T
Vzz2z
CASE A (Plan)
SCALE 114'
7' x -0-93- J105 H- 14 OR
&063-76 AJEOY Comt. Afum: ANDL
YaTH ANCHORS 0 IZ' 0. C.
>- 114'
CASE D (Flon
SCALE. 114' = I'
I
CUT PANEL
\� I �1'vim
POURED CONCWETE
OR
CONCRETE BLOCK WALL
REOUREV
POURED CONCRETE
OR
C&CRETE BLOCK V,)WEs 5�
REWRED WALL 11 �E�5
<
OR OR
OR OR OR 11n
2' Max @)
OR
Bar 4- x 4' .072'
0 2r 0. C. J105-H14 OR 6063-Y6 AUOy
W/jAclow C-nt At�. A&CLE
CASE B (Plon)
SCALE. 114' = I'
ALTERMTE LEC LOCAnON
MAXJMUM DESIGN PRESSURE RATING "W'
Z* 2- x .0.55- To
r S, , .05r co�t
N.m. ANCLE OR
-080' 3105-Hl-�4 S�CET
J-CIAL Akm�. B&IT PLATE
APPLr4DLE TO
VkAVUV SEFAR%7M SECRais I &
't
"S
V
TO a -ASS ANY CWBM77ON
D �� = M
OF TWAI
2 114' 1 THRU a
3 1 r I IS
V16--- I THRU 8
j
71 2 , 6. 7 & 8
CASE C (Plan)
SCQE. 114- = I -
S.f
CORRESPONDING MAXIMUM PANEL LENGTH "Ll)
U"JUUM DZVG?l kfol. PANEL LPVW
PRESSURE RA77NC L (fr.)
W (p.s.f.) (SEE -,Tcnoms)
+65.0. -77.0 8�� OR Irg
+650 -770 >61 9- To .9-0,
POURED CONCROY TO 101-0`
OR
COWREIF BLOCK WALL
REOUIRO
PRODUCT RENEVVED
ACCEPTANCE N.
F-)(PriATION DATE 6
B,.
PRODILfeY CONTROL DIVISION
BUILDING CODE COMPLIANCE OFFICE
Ell L_TE C 0
LNUMTROOG COWPARY
POURED CONCR
OR
COV�CRETE aoC%�
REOUREO
Z500,
CONCRETE ANCHORS
olrar-� F
kPPROVED AS COMPLYRIG W;TIf VIE
'o
DAT
By
FRO
9WINNG Cinr CO.'4PLANCE WNCE
ACTFFIANQ t4o.9t3- -1-1�
. _-Q_Qt
0.050" BERTHA SToRV PANEL
EASTERN METAL SUPPLY, INC
jaw 2im �. S�m
� �. rx �461-�47
DADE COUNTY
END CLOSURES DETAILS
98 — 172
DRA97HO H�
POURED CONCR
OR
COV�CRETE aoC%�
REOUREO
Z500,
CONCRETE ANCHORS
olrar-� F
kPPROVED AS COMPLYRIG W;TIf VIE
'o
DAT
By
FRO
9WINNG Cinr CO.'4PLANCE WNCE
ACTFFIANQ t4o.9t3- -1-1�
. _-Q_Qt
0.050" BERTHA SToRV PANEL
EASTERN METAL SUPPLY, INC
jaw 2im �. S�m
� �. rx �461-�47
DADE COUNTY
END CLOSURES DETAILS
98 — 172
DRA97HO H�
0.050" BERTHA SToRV PANEL
EASTERN METAL SUPPLY, INC
jaw 2im �. S�m
� �. rx �461-�47
DADE COUNTY
END CLOSURES DETAILS
98 — 172
DRA97HO H�
'MAA7�fUlf DESIGN PRESSURE RATING "W' (p
AND- CORRESPONDlNG mAxfmum ANCHOR
SPA CIN I G SCHEDULE FOR INSTALLATIONS INTO CONCRETE AND C.B.S. STRUCTURES
E. 0. = EDGE DfSTANCE-
.VAXfkfUA4
DESIGN LOAD
--W (p
U4XIMU)l ANCHORS SPACING FOR C. 0.
APPLICAME TO
SECTIONS
My Cmialmr/om
OF THEV
UVIVUM PANEL
LENCTH -L- (it.)
TAPCOMS
0 ICRM TO VASONRY
RAV& ZAMAC NVUH
TO CONCRETE MASONRY
T70
RAht CALK-JN
1-0 CONCRETE TO MASONRY
CF TAP-GRIF
70 CONCRE7F TO VASOARr
TO CONCRE7E TO VA SONRY
8-
NIA
NIA
8-
NIA
5-
NIA
J 112-
MIA
I (TOP)
�31'
8'
12
10,
12-
12-
12'
8�
11-
11'
1 (BOTTOM)
12-
MIA
12'
NIA
12-
NIA
72"
NIA
11-
. k1A
2 (TOP)
12-
--
B'
12,
10"
12'
12'
12-
81
]1-
17'
-
2 (80770M)
12"
N/A
12,
NIA
12'
MIA
12'
NIA
I I"
MIA
-3 (TOP)
12-
lz-
10-
12'
1
12-
J (BOTTOM)
+55.0, -65.0
12"
MIA
1z,
NIA
12'
NIA
12"
NIA
71-
NIA
4 (TOP)
9'-0' OR LESS
12'
127'
10-
12"
12"
12"
8-
11-
ir
4 -(sorTom)
12-
N/A
12,
NIA
12'
MIA
72'
NIA
11,
MIA
5 (TOP)
12-
----
8-
72'
70-
12"
12'
12'
81
11-
(80770AI)
11 112"
MIA
7 112-
NIA
12'
MIA
8 112-
NIA
6,
MIA
6 (TOPIBOTrou)
Jo"
NIA
6 112-
NIA
10 112-
NIA
7'
NIA
5-
'NIA
7 (TOPISOTTOM)
HIA
AIIA
NIA
NIA
12-
17,
72-
6-
6'
6-
8 (TOP1807TOV)
6�
NIA
6-
NIA
5-
NIA
6-
NIA
6"
NIA
2 (TOP)
6-
5'
5-
6'
5-
r
6'
5-
6'
6-
2 (BOTTON)
+55.0, -65.0
6-
N/A
6'
NIA
6-
NIA
6-'
NIA
5 112-
NIA
6 (TOPIBOTTO)d)
9�o' To 10--o-
6'-
NIA
5 112-
NIA
s-
NIA
6'
NIA
4 112-
NIA
7 ('rOPIVOTTOM)
NIA
L tNIA 71
6-
6'
6'
6-
6-
a (ToplaOTTOM)
SEE SHEET 7 & 8 OF 8 FOR ANCHOI?S TYPE & SPACING FOR
INSTALLA77ONS INTO WOO FRAUE BUILDINGS
AIAX'MUhf ANCHOR SPACINGS ARE VAUD FOR J IIZ- EDGE DISTANCE -
FOR E. D. LESS THAN J VZ', REDUCE ANCHOR SPACING BY
MUMPL17MC 5PACZHG5 SHOW ON SCHEDULE BY ME FOLLOMNG
P FACTORS. (";n. E 0. coR RAwL cALK-114 ANCHORS & aco
5WELMATE IS 2 112-).
ACTUAL E. 0.
FACTOR
rApcoNZAwZ wum/
FAMLIWIrs
AAht CALX�M
cr IXmp
X
a6
.75
1,00
2 112"
.71
�50
.80
.50
PRODUCT RENEWED
ACCErrANCE ?�' 0 0 - -06o'L . o 0-
F',MAMN DATE 0810 ? /-L,,.T
By �� h'. A/l.
R 0 C
Lo comrPOLDIVNION
BULLDING CODE COMPLMNCE OM. CE
Z T1 LTE i� 07
rxw TE-s7?WG Do�CrAJNG c3TJ
ArPr,OVLD AS Ca'APLY114C, WIM Tll[
"I'll 11.11111A 11ILD10.6 CODE
-� 64-- q
611 - �--- / T - 9
o'V.,s,o.N
CC101 COMIMANCE OrFICE
aADE COUNTY
AS SH74W
0.050" BERTHA STORY PANEL sr�Lc
717196
EASTERN METAL SUPPLY, INC CA r[
mw 2jm �. ��
fl �,—�47 98 — 172
DAAMNO H.,
�WWUM
SPACING
DESIGN LaAD TAPcous
To cot)cmr
6-
12- 1
12-
12-
----
12-
----
1z,
+65.0. -77.D 12'
12-
72-
9 112-
B 112-
NIA
DESIGN
SCHEDULE
PRESSURE
FOR
RArr.\Fll
INSTALLATIONS
"yr�'
(P-s.f)'
IA70 COIkRETE
AND CORRESpomDrjvG
MAXyMUM ANCHOR
E D. = =-EDGE D&IsTANcE
STANCE
AND CB.S.
STRUCTURES
AsoNRr
-To--,vTO
NIA
-
MIA
PAVA Z�c
CONCRETE
17-
ANCHORS
�bwju
TO MASONRY
NIA
-
6
NIA
-'PA--hqC
RAK
To CC"CRETE
6'
1.2-
12-
FOR E. 0.
LK-Dy
TO AkASONRY
MIA
10"
MIA
MAXIMUM PANEL
L&OGTH -L- (it.)
9--0- OR LESS
91-0" TO 101-0,
-
.3 IIZ-
Cr 7AP-CRIP
TO -CONCREV To vASOyRy
J 112- -
NIA
12' 6 112-
72- MIA
APPLIC�GLE To
SEC77ONS
ANY COUVAIAMN
OF INEY
PANfLJZ47rS
10 CONCRETE
To UASONRY
2 IIZ-
.9 112-
VIA
9 112-
I (TOP)
1 (BOTTOW)
9 112�
VA
2 (TOP)
7-
17,
5�
12'
If ou,
12'
6 112-
9 112-
9 112-
2 (BOTTOW)
NIA
2-
NIA
7'
MIA
5 112-
7 1'
11'
it-
11'
it-
9 112-
NIA
8-
HIA
6'
NIA
6 112-
12'
12'
12"
12-
12'
72'
NIA
10'
MIA
10-
NIA
6-
72-
12-
12'
12'
12'
10-
----
MIA
----
6 112-
MIA
6 112-
NIA
17'
9 112-
NIA
-3 (TOP)
9 112-
9 112-
J (BOTTOW)
9 1/2-
NIA
4 (TOP)
9 117-
9 112-
4 (BOrTOW)
9 112-
MIA
5 (TOP)
7 1/2-
7 112
5 (BOTTOW)
NIA
6 112-
NIA
10'
MIA
7'
NIA
5-
MIA
6 (7-OPIBOrTOM)
NIA
5 112-
NIA
8 112-
MIA
r
HIA
4 IIZ-
MIA
7 (TOPIBOTTOM)
M/14
NIA
NIA
12-
12-
5-
6'
6-
8 (TOPISOTTOM)
462.0, -73.3
I I
6-
NIA
6'
NIA
6'
MIA
6'
NIA
6'
5-
4-
6'
VIA
2 (TOP)
6-
6'
6*
6'
6-
6-
6-
5
6-
2 (BOTTON)
6-
--
6
--
MIA
JVIA
6*
NIA
6-
HIA
MIA
6-
5 712'
J/
NIA
NIA
NIA
V/A
6 M(TOPIBOTTom)
7 (TOPIBOTTom)
NIA
1
NIA
1
NIA
6"
6'
6'
6�
6' -
8 (710IDIBOTTOM)
SEE SHEET 7 & 8 OF 8 FOR ANCHORS TYPE & SPACING FOR
INSTALLAnONS IWO ltVO0 FRAME BUILDflyVS.
MAXIMUM ANCHOR SPACINGS ARE VALID FoR j IIZ- EDGE DISTANCE.
A FOR r- D- LESS T�Wl 3 IIZ-. REDUCE ANCHOR SPACING oy
4UL77PLWNG SPACINGS ShVKW ON SCHEDULE BY THE FOLLOWING
FACTORS. NiM E 0. FOR R4WL CALK -IN ANCHORS & ELCO
PANELMATE IS 2 112-)�
ACTUAL E. D.
FACTOR
TAPC%IRAn
CALK-oN
cr W-cRtp
t5o
.75
1.00
2 712-
-71
.50
.80
PRODUCT RENEWED
AOCE"ANCE T,-, 0 0 - ()
��6 o �Zo
E�21RATJON DATE 0
04 7, a V.?
0 AOCI-
BUa.DING ION
CO':)E COUPLIANCE 8�-ICE
11LIECO Nc.
JT TrSTWG a Docprrj?L4G Cw
�'. �- � M. Xly. � �. �
APP.RUVED AS COMPLYING WIT11 TIIE
SOUTII FL %IDA BUILDRIG CODE
Pflm6cf coxilwmuo,
MIMING COU Cohill."
,NCf G;flf.
.f
ACCEPTANCE N0.qB--Qbu 14
DADE COUNTY
0.050" BERTHA STORM PANEL
7117196
EASTERN METAL SUPPLY, INC Zjr
rL QI? _ 17
k , -j ,
AHI�-HWNE) lll� MPSTREAM fiffiffl 9 WITH A
, (FAMmm
P, MAN
eAff"WZU93(lul uy:hj uUmignAll hunInum a mulith
Jon Is 03 08:18a
11A,- " .7
sm-wim 89,
71r it J/ar
EMSL41
(n�)jjj�IqU
S015904700
TYPICAL ELEVATION wamcwra"
OV AMMUmM x" A4rc
99VA&VU 0" ilW4W
OtM
D Fl='AUM
F. I
PLAN VIEW TYPICAL
W-uz itu
EGREM PANEL
FLMHEA 1 24 CAGE CAI V cmrr. SrORM p,
JENW am. MCI 13.1150 JK
S>v-m- siq�
FA
r-FT ks�.
LEGEND:
A = DELTA ANGLE
L = ARC LENGTH
CATV = CABLE TV
C.B. = CATCH BASIN
C.B.S. = CONCRETE BLOCK & STUCCO
q_ = CENTERLINE
CONC. = CONCRETE
COV. = COVERED
D.E. = DRAINAGE EASEMENT
ELEV. = ELEVATION
E-0 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
IC
0
WATER MANAGEMENT
TRACT NO. 2
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. i= 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.
RADIAL
No. 4
.00"
R/W = RIGHT-OF-WAY
SAN. = SANITARY
S.B.T. = SOUTHERN BELL TELEPHONE
.S.F. = SQUARE FEET
T.O.B. = TOP OF BANK
TYP. = TYPICAL
U.E. = UTILITY EASEMENT
U.L.P. = UPLAND PRESERVATION
0 = SET 5/8" IRON ROD WITH CAP NO. LS 6674
0 = FOUND 5/8" IRON ROD WITH CAP No. LB 6674
0 = FOUND PERMANENT CONTROL POINT
A = SET P-K NAIL WITH DISK NO. LB 6674
A = FOUND P-K NAIL No. LB 6674
0 = WATER SERVICES
1XI = WATER VALVE
4 = SANITARY SERVICE
00 El = FOUND PERMANENT REFERENCE MONUMENT 6674
`*� - EXISTING ELEVATION IN FEET
0.00 > = PROPOSED ELEVATIONS IN FEET
.h = DRAINAGE FLOW INDICATOR
DESCRIPTION:
BEING ALL OF LOTS 156, 157, 158, 159, 160 & 161, ACCORDING TO THE �At OF POD
20C AT THE RESERVE, P.U.5. II - CASTLE PINES, AS RECORDED IN PLAT BOOKX3,
PAGES 12, 12A THRU 12D. PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
SURVEYOR'S REPORT:
1. THIS SURVEY IS PREPARED FOR RESERVE HOMES. LTD.
AND IS NOT ASSIGNABLE.
2. THE LANDS SHOWN HEREON WERE NOT ABSTRACTIfO FOR EASEMENTS A$/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.
C1,
'\If C11
.0
7)10,
L
0 - SET 5/8" IRON ROD
WITH CAP WITNESS
CORNER LB #6674
0 I.O'OFFSET
0 = ELECTRIC SERVICE
A = CATV
w LIGHT POST
- 11" PINE TO BE
REMOVED(TYP)
= 10" PINE (TYP)
TO REMAIN (TYP)
P-\600-699\R6!52\CAD\L0T SURVEYS\B652Ls156.clwq 04/05/2004 09,32�46 AM EDT
I
MAP OF BOUNDARY
T. BEARINGS SHOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 161 CLIENT:
WHICH BEARS N 48-42'27" E AND ALL BEARINGS ARE RELATIVE TO PLAT. RESERVE
B. BOUNDARY DIMENSIONS SH6WN,ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHERWISE NOTED i,
9. ELEVATIONS 51(5�4N HEOEO'N'ARE�
BAFFD ON N.G.V.D. ADJUSTYENT OF 1929.
10. LANDS SHOWN HEREON LIE WITHP4ZONE X ACCORDING TO, THE FLOOD INSURANCE
RATE MAP PANEL�NO.120M,5-OZ76F .'DATED AUGUST 19,1991
it. IMPROVEMENTS IF* ANY ARE -AS SHOWN.
12 DATE OF FIELD, SURVEY.- APRIL, 2, 2004
CERTIFICATION:
IMPROVEMENTS, IF ANY, ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED SEAL OF A FLORIDA
LICENSED SURVEYOR AND MAPPER.
L-1- 5-'CoLl
JULIAN D. MORRIS, PROFESSIONAL SURVEYOR AND MAPPER
FLORIDA REGISTRATION NO. 4731
HOMES,
SURVEY
LT D.
LB # 6674 LNW
0 0 0 0 0 9 0 0 go
Lawson, Noble & Webb, Inc.
ENGINEERS - PLANNERS - SURVEYORS
590 NW Peacock Boulevard Sulte 9, Part St. Lucle. Florida 34986
(772) 878-1700 - fox: (770 878-1802. email: kive-pslorme-inc.com
West Palm Beach Part St. Lucia
IN Us
1 16 . Ai�
LEGEND:
A = DELTA ANGLE
L = ARC LENGTH
CATV = CABLE TV
C.B. = CATCH BASIN
C.B.S. = CONCRETE BLOCK & STUCCO
(L = 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
j
0
'0.
C.E.
0
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. =1POWER POLE
P.R.M. = PERMANENT REFERENCE MONUMENT
PROP. =PROPOSED
P.T. = POINT OF TANGENCY
P.U.E. = PRIVATE UTILITY EASEMENT
R = RADIUS
RAD. =PADIAL
NO. 4
O.S.T. NO. 4
00,
R/W = RIGHT-OF-WAY
SAN. = SANITARY
S.B.T. = SOUTHERN BELL TELEPHONE
S.F. - SQUARE FEET
T.O.B. - TOP OF BANK
TYP.. = TYPICAL
U.E. = UTILITY EASEMENT
U.L.P. = UPLAND PRESERVATION
0 = SET 5/8" IRON ROD WITH CAP NO. LB 6674
0 = FOUND 5/8- IRON ROD WITH CAP No. LB 6674
0 - FOUND PERMANENT CONTROL POINT
,L - SET P-K NAIL WITH DISK NO. LB 6674
A = FOUND P-K NAIL No. LB 6674
0 = WATER SERVICES
>4 = WATER VALVE
0 = SANITARY SERVICE
0 = FOUND PERMANENT REFERENCE MONUMENT 6674
00
= EXISTING ELEVATION IN FEET
0.00 > = PROPOSED ELEVATIONS IN FEET
= DRAINAGE FLOW INDICATOR
0 = SET 5/8- IRON ROD
WITH CAP WITNESS
CORNER LB #6674
o I.O'OFFSET
0 = ELECTRIC SERVICE
A = CATV
= LIGHT POST
= I I" PINE TO BE
REMOVED (TYP)
if = 10" PINE (TYP)
TO REMAIN (TYP)
NOTE: MEASURED TO END OF BOARD
,�C
C'
S t, Uy I
C
D, e roved
A 51 <9
-V 0,
2.8'
3.5'
0
Qp Ix 7/6
156, 157, 158, 159, 160 & 161, ACCORDING TO THE PLAT OF POD
-, P.U.D. II - CASTLE PINES, AS RECORDED IN PLAT BOOK 43,
12D, PUBLIC RECORDS OF ST. LUCIE COUNTY, FLORIDA.
FOR RESERVE HOMES, LTD.
2. ER N WERE NOT ABSTRACTED FOR EASEMENTS AND/OR
I S F R CORD BY THIS OFFICE.
3. ISIS C E S ARE AS SHOWN.
4. D S RI -3 BY CLIENT,
5. IC BE ADDITIONAL RESTRICTIONS THAT ARE NOT RECORDED ON
THIS S Y BE FOUND IN THE PUBLIC RECORDS OF THIS COUNTY.
6. HIS S C I' THE PR PERTY 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 SVOWN HEREON ARE BASED ON THE NORTH LINE OF LOT 161
WHICH BEARS N 48*42'27" E AND ALL BEARINGS ARE RELATIVE TO PLAT.
8. BOUNDARY DIMENSIONS SHOWN ARE PER PLAT AND FIELD MEASUREMENT UNLESS
OTHERWISE NOTED.
9. ELEVATIONS SHOWN HEREON ARE BASED ON N.G.V.D. ADJUSTMENT OF 1929.
10. LANDS SHOWN HEREON LIE WITHIN ZONE X ACCORDING TO THE FLOOD INSURANCE
RATE MAP PANEL NO. 120285-0275F '', DATED AUGUST 19.1991
11. IMPROVEMENTS IF ANY ARE AS 9HOWN.
12 DATE OF FIELD SURVEY: APRIL-2.-200�
CERTIFICATION:
IMPROVEMENTS IF ANY. ARE AS LOCATED.
NOT VALID WITHOUT THE SIGNATURE AND THE ORIGINAL RAISED, SEAL OF A FLORIDA
LICENSED SURVEYOR,AN`J MAPPER.' -
A
aILIAN D, M0
TLMIDN
'�'�Pvo voyu
P,\600-699\B652\CAD\l-0T SURVEYS\B652Ls156.clwg
BOUNDARY SURVEY
CLIENT: RESERVE HOMES, LTD.
LB # 6674 LNW
L0 a 0 0 0 0 0 a 0 00
awson, Noble & Webb, Inc.
EwaiNEnne - PLANNERa - SURVEYORS
590 NW Peacock Boulevard, Suite 9, Port St. Lucie. Florida 34986
(772) 878-1700 - fox: (72) 878-1802- email: Inw-pslolmo-inc.com
West Palm Beach Port St. Lucie
REVISION I FB/PG I DATE I BY i CK'D I DATE: 4-2-04
FORMBOOP,11,IN I SURVEY 17-15-041 JDM I I BY: JDM
Q%pniviep I I I I I CK'D:
t5y I - I I I I F.B.;POD?Q C I Pr- I
I
N
�, t-14 "
X"
a
ST LUCIE COUNTY FIRE DISTRICT 80A[VN6D
BUREAU OF FIRE PREVENTION �St. t1jcpy
PLAN REVIEW le covok
2400 Rhode Island Avenue
--Ft Pierce F
�,495G—
( ;ew ConLtruc'tion ( )Tenant Improvement
Telephone: 772-462-8306
FAX: 772-462-8466
( )Addition ( )Renovation/alterations ( )ShellOnly
Jurisdiction:
SLC
Occupancy:
Castle Pines
Address:
8177-8187 Mulligan Circle
Contractor
Kolter Signature Homes
Contractor's Address:
2160 NW Reserve Park Trace
State:
Florida
ArchitectlEngineer:
Turner Architects & Planners
Building Owner:
Occupancy Type:
Apartm6nts
Gross sq ft:
12,704
Occupant Load:
iConstruQtion,T.ype::
F.P.B.:
B-04-198
Building Dept:
24040893
Number of stories:
2
Phone#
772-468-4703
City:
PSL
Zip Code:
34986
Phone #
407-658-4151
Review Date:
5/6/2004
Automatic sprinklers:
Net sq ft:
Based On:
SBCCI Type:
Vlunp
NOTE
I . All revisions must be in compliance before the final inspection.
2. The Fire Marshal requires 24 hour notice on all inspections.
3. The respective Building Department shall schedule all final inspections through the Fire Marshal's Office.
4. Permit fees are required to be paid in full prior to any inspections.
5. Failed inspections require payment of fee prior to rescheduling of further inspections.
6. A copy of the required revision/s have been transmitted to the Architect Contractor
7. Penetrations through rated assemblies shall be of proper LIL design.
8. UL 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' Den/Bedroom # 3: Provide an egress window. Plans do not indicate this.
-4 Model "E"Waster Bedroom: Smoke detectors are required both inside and outside of the sleeping
-k9rea. Plans do not indicate this.
3. Model "D" LofttBedroom: Smoke detectors are required both inside and outside of the sleeping area.
Plans do not indicate this.
Reviewed by: Date: 5/6/2004
LIA-
I
In
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0 7122
12/23/2003�IJ3:09 8372�9:'
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1�/�3/2003 03.,'09 7722937M:, NISAIR'AIR.CONDITION PAGE 07
= U.;�
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and v
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insulaua
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. insulati6l
Subtotals4c
Equipment
Lighung:
Ductwork:
are
Be
I
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m with'25% '�'W-eraqe -
R-4.1 "ffecJWe insulaflon
101
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37.6 440
0 3,368, 3 �M
0 308 308
13M 7,858
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3,376
or
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600
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1,290
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5,8il
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5,841
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OKI
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and
I
12/23/20031 03:09 7722937229 NISAIR AIR C0,14DITION PAGE, 08
' ' - . � = - -- -- - - - -77 - -�-
1A-hb-d- Gla;dn9-,$.1n91O,pane, slW1n94asa.dPorAbeat-
104
3,370
a
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3,358
absorbingj. metal4mme vftibroAk:g!Wnd,renectance,
=10:32joutdGor�insedt,,,Rcreenmv�ffi5o./dr�c
color drapes Vkth-loose, weaveiwith�25%,coveraga
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0
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308
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and'vapoirlbarrier
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plus interior, ffnish�
1303
7,858
0
21333
2,333
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227.4
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30
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'a
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21 1. 960
People:
3
600
-
11�90
Equipment
a
0
0
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0
0
0
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0
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7'Y Rnes Mod.iE Load Totals:
3%560
5,424
29;'in
34,597
84. %
16. %
2`88 tc
PAGE,,.
03-'09-1," -�77228372,2-9'
10
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f 2/ 23/2003 03:09 7722837229
NISAIR AIR-CONDITION
PAGE �, 1-18.
I
E NVE,
C)�
KOLTEWSIG NATUWHOMES,;INC.i, PORT ST. LUCIE, FL,
1. New construesou or c4sting
New
12. Cooringrystcoos
2. Single fissuily or mubi-&nOy
Muld-ra"Tay
c4nual Unit
3. Number of unit!� if nrid&fiunily
8
4. Number of Bedroom
3
b. NIA
S. Is this a Worst case?
Yes
6., floor aim
1530 &
c. NIA
-Conclitioned
7. Gasscre&&*pe
Single Face Double Pane
a. Clour - single Penn
0.0 jr 0.0 fe,
13. Healing xysh-.%
b. Clecr - double pstse
209.5 fe 0.0 W
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o. *rmVc1bcr SiIGO - single pane
0.0 fid 0.0 fto
d. Tirdether sHGc - doubic pene
Is. NIA
S. Roortypes
s. alsl)-On-Omdo E4* Insulation
R-0.0, J 95,0�p) ft
a. W/A
b. NIA
c. NIA
14. Hatwatersystcrns
9. Wall typo
c. RtocbijcRWs1Ruco
c. Coombe, Int Insul. E7dwicr
R-4.1, 1491.0 OF
b Froun-6 Wood, Adjac=
R=11.0, 270.0 ft-
b. N/A
c. NIA
d. NIA
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t. X/A
(HR-Hed recovery, Soler
10. Coiling M=
DMP-DM=ted hunt prup)
& UnderAvic
R-19.0,1530.0 Ir
15. UVAC credift
b, X/A
(CII-Ceffing &fl, cv-crcm mandon.
o. W/A
IfF-whole houm fikn,
11. Ducts
PT-Provmmable ThdtftK)9bd.
a. Sup: Udc. Rot Cum AM lutesior
Sup. R-6.% 125.0 ft
M7-CMulnz=o cooft
b. N/A
hlz-H-Bdulta� beaft)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above onergy savmg features which win be installed (or exceeded)
in this home bef final Otherwise, a new 1EPL Display Card will be completed
based on inStnl M(Codc atures. I
Builder Signature: Date: 4-2�6-041
-)q 1-1-z - & (0,-1 -rojzr ��r Lua-4 F-
Address of New HomeMU'1-':Za'4tA U City:Rl� Zip: FL- ->1 4186
cap, 36.0 kBtwbr
SEFP- 12.00
OW. 36.0 kBtAr
HSPF: 7.50
Cap.40.0gallons
RM 0-94
*NOTE. The home's estimated energyperformance score is only available through the FLAIRES computerprogram.
nis is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a US EPAIDOE Energy&dW designation)
your home may qualifyfor energy efficiency mortgage (EMd) incentives ifyou obtain a F7oplda Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3.211638-1492 or see the Energy Gauge web site at www.fsec.uqf edufor
information and a list of certified Raters. For infonnation about F7orida's Energy Efficiency Code For Building
Construction,
contact the Departatent of Community-4ffaFAlUgYSbLUOQV,4�rmO.U: FLRCSB v3.30)
12/23/200 i 3 0 1 3:-09 i 11�2283722'4 NISAIR AIR,C'ONDITION PIAGE 17
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1�/23/20031 03�09 7722837229'-i, NISAIR AIR CD�DITION
I ? I
FORM 6004-2061
WIN'TER, 'CIALCULAT., 11 C N,'S
0
Residential: Whole, 'Bq'Ikding Perfonnance, Meth
- � PAG�' 20
A - Details
bASE
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aw .7
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Typo
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T',-AsjIkj,m
_3w7"
ToW;.
105.0
WX
-
INFILTRAIT116N
Arpa �W Pm
P i
Points
'oj
Area� X WPM
�Points
'4128
�A
IS30,0 42B
-420.4
1, EnU9_YC-S.UqGW3qRE�S2Wl FIROSava.30
'A
1 3/201
2/2"' 63
f,"NISAIkAiR,�b�DITIDN
fiJ Ot US
Method A
IL
;L
j
vqrin
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7F."l- o' 4" --l'
IT
g-cap, R.
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xt ed'
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J
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t
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9y.ML*�-UCNFqrm,
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MISAI
030 1� AI'R';CONDITION
f2/23/2003
— P�GEJ 22'.
ATERHEATING
ul��r 6i
.,�EF- Nufin�rpf
Tank X:MuK[ W
rnsd
Tj
r 1. 0 Me �gegm6ms
Ratio muftip
3
2564:00
AMZ61
3
7201A
n
.94
W NCE
QM, PFMJ A l!STATU
-'J,�fi,BASEJ
1; A-3
P61nts
+:
pointsil
"
Hof,w6ter, Total�
� 1 .%-Irft
;ooling meatinw
+ 'Hatiwiter, TuiiiV
C
�
-1- _
Oeintj I
jPomw p6irftl Points'
1N-36
j.,
...
72
7'!
7. Tl�
. .
71�a
p A11%
Jl.
4
f
W'JaU90 - i� -WM;W�-200
177��0372291' NISAIR AIR CONDITION
22/23/20031 03;09
FOR�M 601�-200'1
Z;"iod,61 10-6 MI:" 'p'- 1100,co �C�he, c.&I'M
Re��jdenti6l` WV,,hobel Building, Peffbrm- ance Meth(
PAGE: 23
A, - Det.ails�',
'Cam
RM��.FRACTICE 1 1
CHECK
&D I bom
ABC-1.1 "t;m
Exteft
-biWM"wk%kMWdoom ftwnes, sumuidin
orsaii vmll;,
f0urxiaflmAVjR1�solet onsill plate;J61rilsibeween I adarlDr valtparoels at ovureM W14
toWboftom'ptta*� belmim wags wiaf�.
EXCEPTION: From wallswhord at oorftuoUs 4tgHcn baffW Is iftstWied thstodeMo
tr
IF m�ImW-lag!kalod,to..thelbundatlon,!qthe.W,oWe.
;"77-7
V . OW - ed, I vnlpss'backq� bywos wjofrt Moffibm.
EP.nON;iFqwm.1"VA�a conflnuoue inlilb n baffler Is kvMkd Usat Is �led,
-1
It M and woms.
Bi"(ihiwallb- loihi of top flow, &wndis6fbw,-�l�
-
606�xpc.12' 3 f
sealod-to mth' ; I -
wMb;,eWMwp, cabineft ��m Ir baffler. p4mlin gyp board &W
- -- pplft
I
aftoopeas.'EXCEOTION: FrarmcmnpwherEi;icwAkxmsin(bidontban*is.
��ftt tsVic�at themarkroeW. at oensfia I fi� wW soam.
10 rated,v*h M- pariatatim' lb or notWC ratod, kmia" hWe a
Walad;orTy;6.
'M nlstei� ar 11", ca^ fk�.
=A
ven"1t0'(9dqDfS,, MP8M; nsimcetmatersomplywPiNIFFA,
LI
havecombustion air. =Iff'br I
E,*��JDCKFIIMM W*-;M!
�Ml FLRCSS v3.30
I
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name: THE TORREY PINES MOD E Builder KOLTER
Address: Permitting Office:
City, State: PORT ST. LUCIE, FL Permit Number
Owner KOL'tER SIGNATURE HOMES, INC. Jurisdiction Number.
Climate Zone; Central
I. Now construction or existing Now —
12. Cooling systems
2. Single fim* or multi-fismily Multi-funly —
a. Central Unit Cap: 36.0 kI3tAr
3. Number of uni% if multi-famijy 8
SEER: 12.00'
4. Number of Bedrooms 3
b. NIA
5. Is this a worst case? Yes
6. Conditioned floor area (fe) 1530 W
c. NIA
7. diass arm & type Single Pana Double Pane —
a. Clear glass, default U.fktur 0.0 ft2 0.0 flZ —
13. Heating systems
b. Default tint 209.5 IF 0.0 ft2 _
a. Electric Hear Pump Cap: 36.0 kBtwbr
c. Labeled U or SHGC 0.0 ir 0.0 fl.
HSPF. T50
8. Floor types
b. NIA
a. Slab-On-Grude Edge Insulation R-0.0, 195.0(p) ft
b. NIA
c. N/A
c. NIA
9. ..Wall typos
14. Hot water system
a� Concrete, Int Insul, Exterior R-4.1,1134.OW
s. ElcatricResistance Cap; 40.0 galions
b. Concrete, Int ln� Adjacant R=4.1, 347.0 A2
EF. 0.94
0- Frame� Wood, Adjacent R=I 1.0, 270.0 fl?
b. NIA
d. X/A
o. N/A
c. Conservation credits
10. Ceiling types
(HR-Heat recovery, Solar
a.Under Me R=19.0,1530.0 R2
I)HP-Dedicated best pump)
b. N/A
15. HVAC credits
c. NIA
(CF-Ceiling fim, CV -Cross ventilation,
11. Ducts
BF -Whole house Am,
a. Sup: Unc. Rot Con. All: Interior Sup. R-6.0,125.0 ft
PT -Programmable Thermostat
b. NIA
M&C-Multizone conling,
M&H-Multizone hosting)
1 Glass/Floor Area: 0.14 Total as -built points: 21572
Total base points: 23244 PASS
I hereby certify that the plans and specifli ns covered
by this cal I t'
cu ajPR-E" compliance With a Florida
Energy Codpr '/?
DATE:
I hereby certify that this bull g, as e igned, is in
compliance wi h a Florid rg o e.
OWNE T:
DATE:-
EnergyGauqep (Ver . s
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code,
Before construction is completed
this building will be Inspected for
compliance with Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
Dn: FLRCSB v3.30)
22 ZSAIRtAIR�COMI
-7�.22837
it
Th --Ntir di c
-Uldiffbn
-:for
41 1 6NWA
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12/23/2omi -:60-405, 7,7228372 . 2,6
NISAIR.AIR-C'O�DITION
PAGE '04
0",
Orqjqcttit6e:[ jf! p IV, U
Projid'oete: uneM,, 003'
t �f
Qlidr*Narne� oller. 6-na, w Ho
I I , � �7 -, �---
Cll9nVAd,d,n,,, N`
.... .......
YZ - [ ;U6db'Fj4 �
Portz 34
2,6 7
1-72
1�7
COrinp.any,N6me- 1�, u4ild"i 'n'lng
FTIY,�.. pr
pan-,
OyA 0
cornpan�hciy.
6orripanylk one'.
7m 1-1�� I I I
"Refe-fteffi- —Citr-li— -,-v 7
Daily,T
!impe Medlum
Lat&de: �27 D�giziiei
4 �25 fL
M*6 Factor
Elevaton,644bleAdj. Factor: i�.D,00
1.000
evufion,Hearflng�Adt Factor:
'Factor "do
p j, i�.D,
M,7
,
COW66r,, Indoor.,, Ind GraIns
b &66 -DI
42 0 0 -72 0
,Summ,e,r: 50'
T deff-ft.
(5A Aelfir) CFNWkrj�Pq
U-0`0 "1"
sq
% =%'�,erT
�rj
�51 F97V
84
�Btuh� T�6ns;(B
Z
,Ali
Be
NISAIRAIRXONDITTION
PAdE'- 05
Em
CSIC'Uj�te:
Yds
"y
U36 Sbh6d.Ole:
Yes
Yes
Roughriemfactoi�.
t �=0300,
Mol 000
RresstlreDrop:
OAj3QO,'In--,wgJl,Q0A
6Aodd,in.,w
�,TAnimublvelbAp:-
�T Jb�bz'4't'L�"h'lh "n-.
mum-velocitr
J J900 PIMP,
7 01
f4fijj�66, H
0 -
-in
"0' in.. -
0�
iu -700- -AC/hr
-"O.400.'--:AC/hr
Volu ofC6hdlflon6&Sp-a6e!
ME!
;jSO72-. COL''
IX 16 072 Ca
fL,
'6,14M 'Otifir
C
j
1�
AAM4671',
J,
CFM....
:m
P uilding,Verffi
0-cm
'O,CFM
Im Afipu- 16AQ'i
='Yttl OX0-,.Q9WXjl
5:GOSurhmeJiTbinp,,bWjrbn A&V
41� it ci -1 'an, n I 4v6b
I I. - 1-1.1
d",
�il,(ui�El x&U6�k-1
. ..... 1. - - 6
TjZrd 4 ;3 97,
X�mq9--9kk4imib:vvin6 -T%ni6lxw6;,njn(;4,
"A
J1
Pj.
EL
cn,
z
m
64
m
Lo
co
m
C14
CM
A
, -- 11 . I coso
ie-ol-INURW N
77
-1-2/�3/20031 00:.05 7722837229 NISAIR AIR CO�DITION PAGE 07
�:0.112-,, obrInsqct.t4!"n[vAh5O,%�q . ONTra datic
- ge.'
.
color drepegwiwo M'a W, e8VeLwiW25%icov.6ra9q "
1'A-hb-,o0Gla ng-Slngle�On6,oOereb4e,4i 4qyy,1heaf-
I n
-of
40
0 JX8 1,258
absorbin-gi, met fmine with brank,g round;refiectance
-ge. light
-
-
color dreopswith madiiurn;weav� with 251�.c
- I- overage,
� I
1XhP4 Glazing-Single;pane,slidiiv glaiss doorbeat-
,
21818
7,692
0 7,082 7,082
absorbing� metal 6me,w ith bra
tz 0.32, dark
color drapes,wMfloose weave with 25% coverage
I 1113:00or-Sohd Core ' i
41
480
0 415
AA2-V,;4por,'SH!dld�-Walt-Block,L,, R-4A reflectiveiinsulation
and vaporbamer
Stucco
open core
plus interior finish
1876
1 IA24
0 6;795 6,19s
12Mbk- Wail -Frame, �R-1 finsulaWnIn 2 X,4qtu&qavitYI
124
3,61
0 110 110
no bpardins6lition, brickfirk �h,,wod� stud�
-
or kh6emalf,Ivqnted
1603
0 4,123 4,123
insulationt,
,20P-Oc,,F9c)orioveri�openicr�v�ispacp orlgpiggp�!Pess
1107.5
12, MI
a 42.65 4,265
no insulation-, carj)e( or hard*god,
2ZA-prn: FloOIr-.Slab�on,9radq,,NQ ed a insulation, no
9
119
4,�12
0 0 0
Insufation1below fioor,EmyJloor cover, p�apsrve, heavy
dry. r§�vibtsdil
Subtotals tiorlstructure: i 717
42 . �2102
0 251??S 2 5i228
People:
4
800 92U 1,720
Fqtd.pment
0 0 0
LightInUz
a 0
Ductwork:
3,585
563 2,058 2;619
infittration:Wder CM: 189, Summer CFM. 107
6,1183
4,447 6,212
Ventilatl n: %MnierCFMI,O,_SUiMMe_r CIF M-:,,:o
1 10
.1,765
a 0 0
Totaliullding' Load Totals..,.-
61,670
5,81D 2G�,969. 35,779
,pilV,CFM—_
TotalAUUNIF190
C q i
FMfPiFrIS`pf re,ft.:
- ------- 0.8110
Squ-pro'k.of Room Area:,
'565
TotaMeatin -R-- VM'
g equir6d, ChItside-MV ---- - -- 511',97(1� Btuh
'51-,970 MH
Total Be nsible Gain: 2%W9 Btuh
84 %
Total Latent Gain: 5,81-0 5tuh
16 %.
I I
Total Cooling 'Re Oin
qpfred Wdh Outstd 35j779I �Btuh
2.98 T6ns Q MsW�On,Sensible + Laterd)
pualquj hst'aff.�baseditirift�edrdonof-ACCA-iMdni�61)�
AJI.CompuW.'rosuiti are,eiimites asAuil ding u's e an d weather may vary. f
- - - -
Se sure t0l�led,2,Unit.,thatm eets�"Is;ensibleand�lEitent'l.oads.
I
12/�3/2003i_00:�05
1.722837229
NISAIR AIR CONDITION
I
PAGE 08
. I
' n- �T_ _�Toy
1A hb�o — Glr_r �10
-0- 2,170 o 2,1:70
rw g, m -
�O32
, utdorint:
color dra es, lo
AA -hb-o' Gla21,ng-,8ingl&jpane, operableWndaw, hW-
4P 1,295�
a 1" 268 1,268
absorblnM motpl frarna v�.th, brepkgro-pa;refiectwoe
0.32, outdoorlinsect,screen*0 60% coverage, light
colordrep6s,with medium weave,with 25.% coverage
�AA-.hbzd.�GQA 'Sf
-g-,
71 P2
0 7,082 7,082
atigoibing ffietol -frame VAh,break ' -grouhdrreffeCf�3noe
- overage, dark,
color drapes vwl�h,loose we qvaww25%1QQv6fa98
1�1.1110: Do r-Sofid.,Core
41 4bU
0 416 416
AA2-Vapor Shield; Wall -Block R-4A mfiqcthfallnsulaflon
andvaporbamr
Stucco
open core
plus Interior finish
10,76 11.,324
0 5,795 5,795
i 12B-0b%v_-:Wa& r.ne, RA Vinsulation in 2'XL4,": qaVfty
,- - . I Fit! r . I I
124 3�11
a 110 110
no boardfirts-plation, briakiflnNM� wood StLds
ISF�-19:Roof/Ceiling-Under,,�OciorknpQvv.*.ill., 'Vented
1683 Z474
0 4,123 4,123
Atddi'NOI�ad6nt,Barrier-'Dark,As alt�dfillng!es.or
-ph
Dark Metal, Tarand Qravel orMembrane, R49
irlslilation�
2OP-0m�Floorf0ver, open cr*.#l1sp_ace.orgarag9VPaWve; 1107.5
12,792
0 4,21M 4,265
no insulation,,carpet,or harowpod'
22&,prn- Floor_�Sla666grad�� No,edgeinsulaton, no
119 4,�112
0 0 0
insuiaUorilbeio�l,fi6or,,86ill'ooreq'-'K-r,'p'a- h e4vy,
'"ve,
dryorlight�adll
Subtotals forstructure:
42;�02
0 25,226 25,228
People:
4
800 920 1,720
Equipment
0 0 :0
Lighting,
0
0 0
Ductwork:
$,6.85
563 2;Q56 2,619
infitft-afio":winter'CFM: 189i SummerdFM� 107
6il'83
4,447 1,765 6,212
V,Otigi��n:,Wnter.CFM:�O,��ummer'C-FMi�o
0
0 a 0
To")�".,C Load7otalsk-,
51,970
5,810, 2%969 35,t7g
ENE=
C 1w'363 -(5� VAC-Whrr), 00-
1��eit7
Sq:- _ojRoom Area; llii4
Square' f.t.'Pbr Ton:
505
Totaf,Sp Btuh
84 %
TqtO' 10
A
Te
Btuft
2191 Tons (Based, On, Sensible + Latent)
al J.
I
Ail com weather may vary.
Besuretosell ajunifth�rtlyn?ftboth,sen�iii�e,,mindiaterytloads.
I .
1'2/�3/2003 1 00:�05 77228372�29 NISAIR AIRCONDITION PAGE 09,
-7
�Gl-& -LIV- I ...... . erjOW. ftqqq,-fdat-- 7-
JA-htj�oT- a gi ngepaneipp
2,1711'
0 2,1
ab3orblngjpetqlIrarne.wHfi break; qfpqind�refiectanoe
0.32, outdoor.ansegt,i*(,gqnWfth.�,C�%�i� rqgle�,dark
plorcimpesiwO loose,wqave,wft2$%dovqmge
le 40
IA�hb-,oz Glazipg4SIng parie, qp - q - - -1 1 .
I!j/bm
_ ;
qbs . qrbliro,l metal frami4ffi 'break, grou , ndIreftclance
A , , - I- .- �
;
=,9,32', outdoor,
color,drapealwWrneicOuni weave With �25% coverage
--
1A'-hb-.d',�GlaA,ng, ng �pane,aildin 'I*
'a" la U!g =,door, heat- 21 8�5
7�02
7002
absorN ng,,TfietailIrame wittiVealq groupd refijactanc'e
m,0.13,2,.outdpqr insectscfooj;wdh�5C%I roverage, dark
,color drappswithi'lodse weave with 250A,,qpvqraga
11 D:,D r-Sqltd,qoN 41�
'480
0 415 415
AA2-VpporShIeldi Wall -Block,,, R-4.11.r6flocpyeip�ulawn
and vaporlbarau
Stucco
open core
plus interlonfinM 1878
11,324
0 5,795 5,795
1284tw Wall -Frame, R-1 I Insulation in.2 xA stud, cavg'y, 124
3bl
0 110 110
no,boardiinsuladon. bripUNIsh, wopdzt�dp
16EI-1 9: Roof/Celling-Underatticlor, knee,w.al.l. VenW 1683
2,474
0 4,123 4,123
Attic; NO,ka�iarjt aamer,ibark Asp tu,,$lfIh4jes,or
- - fto
Dafk Metal, Ter and QraVel or Membrane, R�j 9
insykation
20P-ftfloor-,Over�open crav&SpaceLor gar4 ge, P 1107.5
,
12'792
0. 4,265 4,265
noiri�ulatlpn, cgrW,Lo' 'her& mo.od
22A-pm:,Flcor'7giab onjgrad6', Noiedge insulatlon, no 119
-i5imlv6,heavy
4'j2�12
0 0 0
insulaoribblow,flacrany- orcov
no ej,,.
dr y r I�g wetsoll
Subtotalsforstructure:
-4Z,2b2
0 25��28 25,�28
People: 4
8OQ 920 i,720,
Equipment:
0 0 0
0 0
Ductw6rk:
3-,�85
$63 2,056 2,619
SummerZFM: 107
6,183
4,447 1,765 6;212
System I.:ZQpe I Load Totals:
61,970
5,810 29;969, 35,-t,79
H
u
SdpplV,oCFM: 11,3p (5�1A' ----'---.CF.VPdr'S
uareJt.:
0
S, refLof Room Area:
qua uq-rqft. 04 Ton:
665
Mul
TotaUHeatiW,Re_'-- -ST' 970-BWh---- LMBH"-
Total, b I a (J�-
S 29,90 Btu h
Total Latent Gainn, 6,tdh
16 C/p
Totaizooring! Required: 2, Rw
35;779 Eltuh .9,8 Tons (BasedDn Se ble,+ Latent)
'Calculdfions ifloft-.6fIAO Manual I
All computedIresults are 0811mates asbuildl . riguse and weather may, vary�
BesutetO'select lunitthitrineetsboths6risible
a; -�nd'fatenf load&
1,
l-*2/ 2'3/ 206 31_.66�165
4AGE, 10�_
RoorwMM;
GbIlinaHe
Wume:
Number of : M:
Runo r
R U rioutbu
I .
ullo Ar,
-R , UtAk 1
wn -Los :7
Abfu6 a=
U20T1,
.11.6,80-ie
n 461K
k�,:
Xt-� "I L
15877 __-77�-t'4
118v
116
18M,
32A
1140
i5
�11,10§7
3.
'9
I - , I , �4jcflwo
M,
!V433
f c
i t - I
86i'CFMI
5.-T AC/hr
0,�OFM
0 FM
11,FM
arog
0'.
1'626
-282
�,112
:128
12/�8/20031 0&05, 7','72MM9' NfSAIR-AIR-61ONDITION
PAGE
11�
.015
mWiPix
,�Roorfi4ftfth:
-y
Zondbltl UMt&,_.
57 -tt. r:
q pl��A
Q
Ce in
�§6��Jy�Ar.Cfianjez
9 4 4L , S:
-4 - A6hir,
4.
2,.'4 .0i 'R ed V it-
NUmbercifRegiste"r..
-ofl 1, r�,�
0-',C,FM -
.'RunotdiAJr:.
W tFW
0 IN fl.
Ru"n'oju M u'
5
0
KunOMPU V011OW
O!1,QOr,j6,.wU 1004L
-ji!j
CFM
b 4,4 in6vii L:
&166A, K�n
'x
IZ�G
0
13 01
9"
1�., 0
1 387
5413�
X.4
'0
j
1
31.1,
-b
4
-
377'"
-2Z'�
628
961
3'�g
0
4-SUbtutalsfb'rS*6ctiure'.
�6,038
0
3;393 -
linifil.:Wri.: 21'A--S6 i.: 1,23
1272,
Or
512
,
DuctWork:
1711
Goo
.745
-
�OiOA
11-
i M
Room Totals:'
4,1249
J
6.,
4
4,
4
f2/�312003! �00: 05 772263�22§
iR AIR OCADITION
PAPE�
12
7
22
W-1
- -
Fg-
J-
IV 7 7,
- ------ --- ----
,
, _V_CC"_U_r
"0
-
mt,
R
,Mf
one, u
i
�Are
33&0,
upp r,
23W`CFM
b'sfmn`qtie;g
9WRAL,
upp p, r� - Nang
',v T H K .;.,ZASWO
.6u&'
- ut en
U'DFW,
NrUMb4oif"R rs;,
7
'J, rVeI
0- CFM,
Runb utAir
49 �,b FMI
-
I Lij*pl�!f
P
Ruinout:Dud-Ws-
, r
In -
_�l , -oof 1
'ActfjdlISurnrri6r.V
'ent.:
.6
o Fm -
RunoaNrMelocl4r
I : .. � I
�582 -Urnh Percent,dffqupply:l
Loss:1
0.11
-28 CFM
Lwis:
-41 A: 16min6r Ink:
Mg
Milil
JT
;i; I ljj�
1:13311:11111
__IWVal I I! _rjShlqldl2fXIi914 '77 'Jwpljt�
vop. 0
�'020lf 0
1 A 32
�J
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12/23/2003 00:05 7722937229 NISAIR AIR CONDITION PAGE —A
Tested s"Ied ducts must lb&certifled in this �Ousq.
WE4,01, R M A N EF
DISPLAY- CARUD
KOLTERSIGNATURE HOMES. INC.,, FORT ST. I-1.101E, FL,
L Now conatruation or C;duft
I siflea &MUY or rauhl.junily
3. Nuinber of win, if muft�-6mily
4. Numbur of Uodroo=
S. Ts this a worst caaa?
6. Conditimad Boor am (ft-)
7. Glasa � & typo
a. Clear - slasjo pare
b. Clear - double pane
m Tintlother SHGC - sin8la pane
d, TiaV&tber SRGC - double pane
R. Floor typas
4. ffial�-�dc Use InsulAtion
b. Rziaod Wood, Stem Well
u. X/A
Wallfmm
contretd, Tot Insut, Exterior
b. RzWa� Wo4 Adjawat
c. NIA
d, N/A
e. NIA
30. Ceift*jm
& Vhder Auk
b. N/A
e. N/A
Ducts(LeakFroo)
Sup'. UM PAC Ujar- AR ft,
b. NIA
New _
12. coolies systears
multi-fivuly —
a. evatral Unit
8 --
3
b. N/A
Yea
1683 W
a. NIA
SinglaPant; DoublaPsno
010 fl. 0.0 ft,
13. Hcaftg3ystams
325.8 R2 0.0 IF
a. Mectrio Heat Pump
0.0 ft. 0.0 fla
b. N/A
R-0-0, 114.0(p) ft
o. NIA
R=19.0, 6R3.OR3
14. TTotwntgr*wta=
a. Mamie RegaRnee
R-4.1.221 1.0 W
R-11.0, 141.0 1`12
b. NIA
c. Conamwfion croditu
(I-M-Rcat maevcry, Solar
DW�-Dedioafed heat putop)
R-19.0, 1000.0 W
IS. EVAC otedits
(CF-Cailing fim CV -Crow VortiLklm
BF-Wbole hooso fim,
PT-Programmallo Thermostak
.Sup. R-6.0,125.Oft
NZWUNMC Coding,
MZ41-Miftme beftfing)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
ConsuuctLon through the above energy saving features which will be installed (or exceeded)
in this home befi r final' q . - Otherwise, a new EPL Display Card will be completed
based on instnIZIeZe �-Popprq-on tures.
Builder Signature: =1 Date:
-) 8111—aig"Z —Fz>�:t:r S-r Lac-( FP -
Address of New Home: t1ta-M1 GA&I CibjFLZjp: PL- -�� 49la 1,
Cw. 36.0 kSluffir
SEML- 12.00
Cap: 36.0 kBmlhr
HBPP.- 7,50
Cap: 40,0 Salloas
EF.- 0-94
*NOTE.- Me home's estimated energyperformance score is only available through the FLAIRES computerprogram.
nis isnot a Building Energy Rating. Ifyour score is 80 or greater (or 86foi a US F-PAIDOE EnergyStaW des�gnaffon),
your home may qualifyfor energy efficiencY mortgage 6EEAO incentives i(you obtain al77o?!da Energy Gauge Rating.'
Contact the Energy Gauge Rodin ' e at 3211638-1492 or see the Energy Gauge weh site at ww)�.jsec. uq�edujbr
information and a list of certifiedRaters. For information aboutF7orida's Energy Efficiency Code For Building
Construction,
contact the Department of CommunityAffaMPW9Y(bVgqQffArsion: FLRCSB v3.30)
PT, —
�12?2-3/20,0� 1�1,�AIR AIR
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SUMME-iftc- �, cb L A
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PAGE �2
A - Ddtails
AgAtt-
"As -BUILT
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Wks
.16 X Conditioned X BVVPM points
Oveititing
Floor Area
Type/so
0"
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73D7A
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11.0
141.0 1.80
M.8
A"wit Total.,
=210
M1.2
DOO 'Area X �BWPu
-_RT1YT0
rA
:Poiqt�'
'Type
Area X WPM
P� ints
17.0 4.160
24.0 5.10
122.4
EXterlor 24,0 510
!�Z4
17,0 4,00
68.0
Base Tobl; 41.0
TOM-,
JPF-lUNG'-TY,PE8Area X vy�pm-=, Nlift:
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Type
�R value Area X,WPMXWC M
P ints
UndwAttic
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870.0
&
870.0
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I
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R-Value
Area X. WPM
Points
ilab
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0.0 11,cc(p :L56
206.0
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36.6
Rained -Wood, stan wail
19.0
683.0 0.30
204.9
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797.0
4W.V
INFILT, RA*N, Area X �PWP M
Points
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Area X WPM
points
16M.0 -0.25
-471.2
RES"2001 FWJC.SB V,3,30� i
1'2/23/2003 06: 05 `1772203722�, �NIS4IR -AI�ACb�bITION
FORMIZQO&�00,1 tested�seaI66 -ducts mustte;,cbrtffied,, in,,thisl house-
11,4M TER
111MINT, W'CALCULANTTIONS
RRO ml 'lid
P
77
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NFEATING
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-7
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re
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COPE; MPLIA -ESTAT
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FORM 60OA-2001 Tested sealed ducts must be certified in this house.
FLORIDA ENERGY EFFICIENCY CODE
-FOR BUILDIN i G CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name:
THE TORREY MOD. C
Builder: KOLTER
Address:
Permitting Office:
City, State:
PORT ST. LUCIE, FL
Permit Number.
Owner
KOLTER SIGNATURE HOMES. INC.
Jurisdiction Number -
Climate Zone:
Central
1. New construction. or esisting
New -
12. Cooling systems
2. Single family or multi -family
Multi -family _
a. Central Unit
Cap: 36.0 IcBtwbr
3. Number of units, if multi-farnily
8
SEER: 12.00
4. Number of Bedrooms
3
b. NIA
5. Is this a worst casa?
Yes
6. Conditioned floor area (fF)
1683 fUt
c. NIA
7. Glass arm & type
Single Paric Double Pame
a. Clear glass, default Wactor
0.0 f[2 0.0 ft% _
13. Heating systems
b. Default tint
325.8 112 0.0 ft2 _
a. Electric Heat Pump
Cap: 36.0 kBtwbr
c. Labeled U or SHGC
0.0 ft2 0.0 fL2
HSPF: 7.50
8. Floor types
b. NIA
a. Slab -On -Grade Edge Insulation
R=0.0, 114.0(p) ft
b. Raised Wood, Stain Wall
ft2
c. N/A
c. N/A
9.. Wall types
-
14. Hotwatersystems
a. Concrete, Int Insul, Exterior
R-4.1, 1645.0 f12 -
a. Electric Resistance
Cap: 40.0 gallons
b. Concrete, Int Insul, Adjacent
R=4.1, 566.0 f12
EF: 0.94
c. France, Wood, Adjazent
R=11.0, 141.0 ft2
b. N/A
d. NIA
a. NIA
c. Conservation credits
10. Coiling types
(HR-Heat recovery, Solar
a. Under Atfic
R-19.0, 1000.0 W
13HP-Dedicated best pumi)
b. N/A
15. HVAC credits
PT,
c. NIA
(CF-Ceiling Ein, CV -Cross ventilation,
11. Ducts(LeakFree)
HF-Wholo house fim,
a. Sup: Unc. Ret: Unc. AH: Atdo
Sup. R=6.0,125.0 ft
PT-Prognanumable 11cimostat
b. N/A
M&C-Multizoric Cooling,
MZ-H-Multizone heating)
Glass/Floor Area: 0.19 Total as -built points: 25096
Total base points: 25246 PASS
I hereby certify that the plans and spe�iificatton vered
latlo!��Mpllance wit h th
by this cal u too er i
C'
Energy Code
PREPARED
DATE: 3
I hereby certify that this buil�kng, as qu4igned, is in
compliance with the Flo 'da rgy 0 e.
OWNERIZENT.: M n
DATE: <R-r I
Review of the plans and
specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance With Section 553.908
Florida Statutes.
BUILDING OFFICIAL:
DATE:
EnergyGaugeG (Version: FLRCSB v3.30)
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re ectance
qW or insect screepwith,5 toverage, dark
cb londrapes,with, loose weav6�ft�25�
lid Core
20, 2�4
203 20;3�
�"Wmvapor Shield: WallkBlopkj�, 114.1-rofid0vilinspleffion
"I
Mulct*
,.Cjperi core
plus,Interlor finish 2432.4, 14,669
I
0 8,454 8,454
',,JBB� 19jLR aof/C:eillng-,UnderattlV or, knee ' vMj',,,VQnt6d,
2' 1
I,W� 71
0 4,520 .02(1;
A -N R -Asp esor,
ffflq, 0 �dlent4arri6rQark— hqk8ijIVgI`
.,DarkMetal �Tararidl��ravq!w,Me n
Ansulation
Floor owgrade,N&ed
139 4 9'2.1'
0 0 0,
;Msulation b6(6w.Apoi;'ariyTft&'66v6 rjil�i
,_r drY Orlight *etisoil
�,,20P -1 9�Floor�Qveropen,czawl, re p
s c ep
7 1-129
a'. 377 377
CoVe
tutitotalifor,structure:
b j787 21'7�87
4
800, 920 1,720�
1;2 4quipment
0 0 _0
0�
0 0
I)u-
34'
616. 1,935 2,551
Infi Winker CFM: 260, W;nrner CE"M, 148,
2,447 6.
V eF writer CM D,Sdmmer, C R"O'
0,
0 0 0
:,,Tpt�l'BuIIdlnU Lopd%Totals:
4%4��11
7,578 27,U89 34,,667,
2� (I �CFM:P&S7 fff
-Square I of Rooin Area. 1:,M
qqr-e I PbriTon;
39,
,q
!Bt-
-WH 06§R jed;vwqjuw PA21' UK
,
-43 MR
-18
Total.Sensibla, Gain' 97,480' l§Qh
D/,
i-Total Latent Galh: 7 578 Bt&
22
Told[ 4;qqlin VLrdh 0 3 667 Btuh
g Required utside PMV 4_
2� -T(3ns' (B ased On Sensible + �atent)
"a0f4IIl5fiojn afg: lj#W�,07nftb� "OnOVAC AM URI
T
—N-1-11,91L 7,
qr
may vary.
l3e�i�jre�6sejei�eju th s
"m imp ni loadi.,
12/ 23/ �003 , i 01: 41 -7'f228tI7229_
MISAIR AI,R' CONDITION
:,.. S$ u
T-Y T
=ReAfp0rul d
j1p�mAngpw., q
awMing ffietal�ftarne ground refl6ctance
A*60�6_.��jrade, darK
prage
A-,hb-.d: GI i I n lno�glbw door, hbat7 4,692
44-A , '
0
4,688
1 4,888
i hiik*6undireftctance
2
032,6 a , �WMV56%' cmanage, clark
olor. d
I
11,11 I D
20
0
203
I AA2W insul
_ q " r nI �Oilii 006
,,and
fteco
open core
Plus interior finish, -24324, 14;669
0
8145 4 'S 454
'4'
',16B-19�,Rcioijt��rtrk�Under�,atic,',orlikneelwail, Vented
2 .7�1,j
0
4"
'I- - _-
fflp,�WRO
A . adiant:13arrier, 00C.Asphatsw6lesw
rip R-I 9
Insulallon'
.22A:,,pm-. Olo'dr,�,.Sliibon.grade,�Nt)lf-kigpiinpLilkc)n, no el %
'1.13��'
0
0
dry,of lighm
;2oPt�IR7,,,Floor;�Ovdr--ooen,er.tM�t, Cajor�OjMge' pas§w�'
"T
I jr2q,
0
3 77 3?
7- 1
----- -- -77 - —
3111,5N
0
21.?,07, 121,710-1
Repple;
4
800
9m'� T,72
Nuipmint
0
6-_
LWhfing:
0 Q
Du
_dmric
3,259
616
fXS 2 '511
Infilliratfork! "nftierCFW-148
066
6,162
2�441 8,609�
'0
Ventilation. ummer-CFRO
a
0-
SYstern 1-To"YD2, Losc!!Toteil�:
43j�4211
7,578'
27,089, 34,1�07
istfOVIC �1-.232' -(3�T_ACIh_rF
-7CFffPe--r;Sqju'a'r-P-_,fL,',
.. ....
Sqqare fLofftornAreal 1,P45
pp n:
�,quarqit,' r.jTo'
6W
Total Wi0fifij, _41.47,Ir �RWtf'-_---43421_MBH-
TotEwSensible Gain: 2710.89, EftUh
%
Gain: 7.574:!�Iyh
Jotal CAollhj�rpd With Otftkle� :�4',667 �Mh
ZM T.oft,(Pssed,on Sefisible�+,U_Wnt)
0
l2/23/2003 1 /0l:4l 7722837228 NISAIRAIRON
PAGE 09
hng
-32
open core
insulation
.11-19blan tfrisciliabon, any cover
011,690
Equipment
0- 0 0
''Infiltration, Winter CFM: 260, Summer CFMj4A
8,566
6162 Z07, awl)
RE
2003;A
..............
'777 777 C c c U r —ren b -E Vs.
'sq- co
2TI
, bf
Al
-jz k
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I IMZ2912
- all 7-7
0: A
WOO
ww��ww sys,
=1-- Z.0
K
40 &-j"
1941 EMIL AV Ed�
". ill", �
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,,
1
vim.
"Cl
IT& .9
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ji
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Mw I
MR
licit —
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y".
n 7-
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ny
Y
?
son 1
100-101 off"
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of evil.
T A! novis NMI% n -S 0
-r
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i
J,
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ow
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.............
SAM.
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NET �Qw,
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mlo- n
'44%,
-'12/23120M !01:41, jT�j2,28372,29-; �NISAIR AIR iCONDITION
PAGE, 12
...... . . . . . . . . . .
. . . . . . . .
�P;
�7 e
.11: Ing
7W
4
'26V fL
9 M Number,
"Room,
zo
-MM6
270A A
M� Height:
'0�
iu& a�s:
6hang'
Volume:
1;800ao�- JKfL
'LfiredVAht,:;:
Reg
AiNumbe, af Fled'istam-
C;t siz
ibu[,DU e
"Ruf
A-
AgWid:96mm rivq
'VRUno0VAIrVelq 'yi
61.6� k/min
up
pesi h Logs:
";-A" OA00A6M d400ft.-
Aclual.
Acpal': Low
�E —W,
"'40,
kLXV-1
'24
A 68,
V20i
'3i4
1#1
K I
t;-20,
'-d"
-bib
14ib
oor"
180:'
su Situ,
4--
-
74
UP
40481
A
1
14,
0'
5.4—
o
gal
224':
0 -
641
Gig,
o'
6z'
Z5
0
4
0
-BV
QM&'
:6�4
�011!
V-'
24,
12/.23/2003 xT 01: 41 .7,7,:22837229,
I�ISAIR Ai N
R�NDITIO
PAGE,
13
im. �.X=m
... .. ......
... .. ......
7 cl ll� - I , rrencess , ,
g't " �� . � IT—
'-"
- , 717
t,,Roqm,Ls,,l h"'
ogt
K- ;
c"�kd
Aft.
' - -
ste'r" N bb
Sy Um., r
A 1 -1
33V'-, C_FM,
_.cellin gN" ht
eu
1 21-0 �,j L
a
Ch -nmg,_
VOIUMe:
_1�,;Alr
quftdVeifit
_01 -F
4- com';
roehtotSd
`RufiolufOuct��.-
in;
Ai�iia'il'�gunri en."T
0'-,CFMf
611('�fUMInIL,
::Pe'
D
u-
-75, 'CEM,
-02,01-,"In."j�1
'A'
1,CM
''Y
le 1, SPOR ShW
pir
,7 7-2' 15-
7
'hield,1-3.X21
0'
13.0" A
18,
1
374
a A-Uylb�i;.
3�4
32A -2-07 4�:
32A
2072
1 :15
3.601
Z
882,
D er.
or, 10 t
0
-0
82,12,
m �42.,S
--3.176 468, -
-0.907'.-
1-775---
705
N86T
4WT'
O�
.'42
51%
M Tota
�'i 0�7
i4l
j
lj
4
lf��2'8'37'22 NIS4IR
�,PAGL ' f4,'.-'
,tL
e:-
r
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3
Oe p6rlr-�
T ftlw
7
Jt
4-
(Al hames:
3' A M-f
'qdkVeriL,4:r, -
-,0, OFM
--A'�CFM
it -Of'
'Summ-e'r
-ot,CFM!
it 46fesu-
W
23" CFM.
FM,
,6 (r, —�,,7371-
7,707,
.5-6
'2 T .0
242:
�64 8
32 4�1
04
:2.5--- - 0
�,O,
1 �;6041
746"
m,906 5
',,262
U77%
19
12/23/2003 '!01:41 7722837229'
NISAIR AIR C().NDITION PAGE 15
.12/23/2003
C01,41
7722637229
- �NISAIR AIRZONDITION PAGE IS
IN
ig�
�_S
IN
lool I
p
__: MM
m mtho�q
A,
A,
130 IPFM
5 X, AC/hr
O'CFM
0 QFK
Runo r
130 C
Runautpplct!":
7 !n-
0 6FM.
RunoutPar,Velo - city:
486 Wmin.
ercle
W
De n,Low I
OlAOQ ln.vM�Jl 00 &
—a. Or
22 UR
A Low:
otyal
'pA22-in
rn MEL
I BRIG
WIM Rq
IN
I
M"
0%
567
,S -WallAA24.Wpor,8hield 13X9A
614 �001
6.0 4,91
1-8
10
1"
.S -Gls-IA-h"�t".52 11
40;8 li-Oo
32.4 �3 22
M4
1 1320
i
jup�C046-6-1963X 11
11 1!41
1.5 �10
2.5;
0
3W
1-� 13
- 0�_
:16
i_S : ilsi
0.5
'0
72-
_V - I
'SUWtElb, fbr�durel
- __ i __�
1 2.1,
7.-
0
2,445i
InflL. Wn'.-.ZJ,',_6,umd12.4
3 4 7116
V
0.909
.515
205
DUC,tmftc
moal, 1290
0077
- 48
204,
�Roqm Totals,,:,
-3.808
J ib
Z854
1A I
c
121,23120H-101:41 472-2837M�
NISAIR AM CONDITION
PAGE, 17
,oWd&,-Rd6fii
YV
-
----- -
qftorfiten h,
gt
13�m Njumber
IL-
Zone,Number.
'7
154
U Air'
�63 CFM
Ceiltng�,Heiight Al
94, %
Sup plk!A
2.61 AQftir
i'448�
ke 61r Vqnt-
o CFM-*
�,Nui�berof-Re 'isbp
,g
unoutP
w
im
_-mpply�.,
'.AGt baLSdmrnerVdnL
0 CFM
L4P I
P. Y.�r
la CFM:
ActdifUss: i
6. 1 iit A o-Q�� ft
A
.7 'CFM,
a[LA-A2;�Vtilio-f.SNdid-14�',XL94-
'2-011
01-7-70V
��bNRC 1-1661-104
164'', 01 9,
04
�220
2!5'
0
gLl-,I, 14
`15,4 -,0,.6%
t'.5. �l
()A�
�S re,
q "14,fbr,*Wucw11
0
1,11�3),
ON. ,Whi I2.7J'Sum.'
1 76 48'
0,W_41_
30
Ila
51
;661
hmoftv S:
352
1
0,12/23/2003 01:,41 '772283722i
'_:�'_NISAIR- AIR'�CONMTION
P,,,Mk 106thm
n ode-,-- 7,
courrences:
�,,Roonillerj
.6, fL
Aet� r
Room,Wklffi�
1-2-10, fL
Zon6,Numbera
'A .- I"
l'
q
- ,
Cel -Hei
ling
1p;ol f"L
suppty Ale c
volunie:
�NUMbenof,Regfdsrs:
3
flRunouth'r 1
_. ; �FM
81' C
Oe' 4,44(10
_PM
iAunoLtt,PJrVelbcK
Imi ftjm!h
'P. iden't of,
e
6ss�
4
EMd4A24V#po LJOT'
�,S tWalkm 2 Vapbr- '
'A Shield:12,5X
0,
&0,
1'.8
Ve orSNeld 7,XlO�
W,4Vall*A2�,'., p
1
0.201' 6.0, 81,
5.4
's -dis�l Ah":Shac,052�100%S'�
c.'j;q
t 972
49
32. 4.
(2)
1
AO
lmapi 32A 1,;296
32A
(2)
:Up_ceilA6B_l ,�2)�12 S
0,049�- 1.5,`, 664
2.5
'I m 521tPer.
_1 ;J2
-35A 1� 1
0.0"
;Zubtotakdo
5 15
2.1
0:90.7
Due Woft
OA811 �,7�0
U77
:pjj,� ,20QIaVpet,230"per-,:��
p4C
2
9,723,
FAGE 18
242 -CFM'-
3A AC/hr
0 OFM
'0 CFM -
0� c%_
R��
pas,
'07-7
1,701,
10�_ 972"
a
,0- 941'
0
1,28
'tM , � � Af
1 QSL ; �,$%,
,7
'N i
all
N� M.
�gggffi
Vm
. . . . . . . . . .
a Z.
FORM 60OA-2001
FLORIDA ENERGY EFFICIENCY CODE,
FOR BUILDING CONSTRUCTION
Florida Department of Community Affairs
Residential Whole Building Performance Method A
Project Name:
THE TOWNHOME MOD. D2
Builder KOLTER
Address:
Lot:, Sub:, Plat:
Permitting Office:
City�-State:
PORT ST. LUCIE, FL
-Peinmit Number
owner:
KoLtER SIGNATURE HOMES, INC.
Jurisdiction Number
Climate Zone:
Central
1. Now construction o * r exisfing
New -
12. Cooling systems
2. Single finfly or Multi-fimily
Multi -amity -
a. Central Unit
Cap: 36.0 kBtu/hr
3. Number of urits� if multi-flanly
8
SEER 12.00
4. Number ofBedroom
3
b. NIA
5. Is this a worst case?
Yes
6. Conditioned floor arsa (W)
1947 &
c. N/A
7. Glass area & type
SingloPane DoublePane
a- Clear glass, defiEult L�Iketor
0.0 & 0.0 ft- -
13. Heating systems
b. Defitult tint
227.0 & 0 .0 & _
a. Electric Heat Pump
Cap: 36.0 kBtuthr
c. labeled U or SHOC
0.0 ft2 0.0 W
RSPF: 7.50
8. Floor types
b. NIA
a. Slab-OA-Grade Edge Insulation
R=0.0, 165.0(p) ft
b. NIA
c. NIA
c. N/A
9. wall Vipes
-
14. Hot water systems
a. Concretc, Int Inset, Exterior
R-4.1, 630.0 ft2 _
a. Electric Ptesistauce
Cap: 40.0 gallons
b. Concrete, Int Insul, Adjacerit
R-4.1, 850.0 R2
EF: 0.94
c. Frame, Wood, Exterior
R=11.0, 170.0 ft-
b. NIA
d. N/A
c. NIA
c. Conservation credits
10. Ceiling types
(HR-Heat recovery, Solax
a. Under Alfic
R=19.0,1093.0 ft-
DHF-Dcdieated heat pump)
b. NZA
15. HVAC credits
Yr,
c. N/A
(CF-Ce&g fan, CV -Cross ventilation,
11. Ducts
HF-Whole house an,
& Sup: Uno. Ret: Unc. AH: Attic
Sup. R�6.0, 150.0 ft
PT -Programmable Thermosta4
b. NIA
MZCMulfizonc cooling,
MZ-H-Multizone hosting)
Glass/Floor Area: 0.12 Total as -built points: 24894
Total base points: 25553 PASS
I hereby certify that the plans and sp
by this calculaflon-d" compliance
Energy Cc Od-,
DATE:
I hereby certify that tt
compliance with the F
OWNERIAGENT:
DATE:
ns covered
Florida
as detioned. is In
Review of the plans and
Specifications covered by this
calculation indicates compliance
with the Florida Energy Code.
Before construction is completed
this building will be inspected for
compliance with Section 563.908
Florida Statutes.
BUILDING OFFICIAL:
'DATE:
Fu7W
I
w 9'
rn
V
iG)
J3
-0
YJ
------
im
is
03
Ho
fill,
"S
_bo
lu
.16
-4
-, I
�0. J
—
t�.
-
101;
-h
66 (h rCa-, C6 _'W Tw'
j "R lg"n4�r
10
10
IMP PI f - 1�
iri's 1p,wj,
7.
>'I
AJ
4
x
Aa
71j,
10
b,
0
TV
2.
CD
sl�
C!o
17
LO -
I'M
3, -
J,
I
;�l
:12/,23/2eO3 101,. 41 77r22837229 NISAIR AIR,CONDITION PAGE 23
FORM�600A�2001
U NIMERICALCULA-Tto
Re -'identi'al W,.hi o16. i ding Perform 'an MethodA Details
R—
W
J�Abb-kES&'Lor, SUb. PIO.'m T P�RMITJV
AAF AS RUILf
�Sdm r8ig' P 'nts.,
f.,Surnrmr, A94ufit PIORAW 3#8
mmet- -%system". �U,In
�gj
Tqa n;�(j x Sym c
1 X,
pmhts i m IQP p
� M )ALk!6fier MAptler, MulUpli r
mponent RAU9, _e
J.OW,r(,JJoaX�J�XA,10) O.M4 �O.M 1M
--1-.$
3 5 94266'
U61 I.
106 '7�q 01-284, Q95W
,
12/23/2003 01:41 7722837229 NISAIR AIR CCINDITION PAGE 24
FORM 60OA060i
WINTER'CAL-CU, LATT NS
Residential W- hi cite Bu"Ildina an_
Perform claWthod A -Details
PERMITM
IBASE
AS�WILT
CLASS
1.18 X =ioned X BWPM
Points J
ove=
Floorkea
Type/sc
Ornt Hgt
Am X WPM X WOF�- Poird
2-0, 7'o
5CO 13.80 U2
756.2
, S" Tint
S i3_0' -r.o
36.0 10-88
M.r
Pk&, Tird
E 5.0' 4.0
9.0 M04 -121
141.4.
skigie. Tim.
26, 5.0
24.0 13.04 1.'04
Ahv*. Tit*
j.o q.o
64.o 13.04 1'.12
9X5
Sftle,Fint
E 7.0' 6.0
40.0 13.04 1,19
=31
W.0
WALL TYPES Area X BWPM Pqintv�'
Type
R-Value
Arta X WPM
Points
Adlamnt 00.0 1.80
366.0
'Concrete. IrA Inaul, &WIor
4A
1480.0 3.31
491.i
EAErlDr 14ebo 2-00
2980.0! �
Fragm, Wood. Ad*erd
j 1.0
170.0 LOD
306.0
Bfte Total. 1660.0
1650.0
0197A
:DOOR TYPO Am X BWPM
PbInts,"
Type
Area X WPM-
Points
'A,Us� i0k �.Cib
SO&
E)dmiorr Insulgled
20.0 rj.1Q
107 0
Ederlar 20.0 5.10
j4pf.
41�q�'JrUMW
20.0 4.00
80.0
am Tcftl: �40.0
182AI
A.sJ3,ul?VTdtaL
40.0
ICA
CEILINOTY,P64AMa X BWPM Points
Type
R-Va[u6 Area X WPM-XWCM=
Points
UndwMc I o6ao, 0.64
E69 - .6
Tnc6 Attic
19.0
1093.0 0.87XI.Ob
950.9�
BacaTotat: 1093X
M.5
As43uilt Total:
95019
FLOOR TYPES Area X'SWPMl Points
Type
R�Value
Area X WPM
Points
Slab .9
_ii3k
$IWOrrCod�Edqe Insubtfon 0.0
165.0(p 2.su
412.5
Raised 0.0 �0.00
Base Tom-
313'5�'
A&8uRt Total:
IOU
41U
,INFILTRATION Area X BWPM
Am X MW
Points
-W1,
-517.
EmRuyGaugea PCAform OWA-2D0.1 6mW00UPWbRES-2001 FLROSS.V3.20
12/23/2003 .61�4i 7722837229
FORMWOAT201
P " 25
AGE"
BUILT-
E
�TOWWW'tdr
He a'U n
'al
ap X uct I SYS�eM X
CredftL
ints Muttlpiller ',,Polntlsl,,��
,Pw
nent
-rda
o ulUplier mu pier
M uklplj,"-
(DIAxQSM�AHU)
9.10274
:(J:&�X'J.Jijokjjlj) 0.
Q.,4qF,
M
4,
12./23/2003 011:41 772 28M29 NISAIR Al R COND . ITION
I
TAGE 26
STA
Petoils.,'
7
12/23/2003 b1:41 7722837229 NISAIRAIR CONDITION
FORKISOIDA-21001
-.Ct).'de1 Co', ma phaince Cheeki ist,
Resid'oh, tiatfWth ole, Buifloing, P'LirforM ance',Wthod
,PAGE, 27
A � Detaft
WMIDON -%ECTM"
-7
!1
CHECK
Mftrbr &Adjcent W- oft.
606.1-
bdwwnwa betWWNWWW am ff".
111pands,940prootbompiRtm
Imm. andis zo&W,tu%thefOUMbfiQnAOft top PiOn.
6 , W.!'�Asw
rigs >1 - Ytr�orjoirftmw&M
'p lu-Se'aw unless ba�:�
EXCEPTnON: Framo4loots WtMM 0 COnW Infltratfon ban. io is installed that Is 903M
in p lair op ourw -Ofts wow
Q . 4t OGOF;m & d i
F 10 =jflnLvLrS jjf,6Tjer. gape in Wboard 8 top We;
infiltroWn barrier Is
jnsbiW,ffwdj%Ise&%ed,et t� wmeter,'avp'� HLW �-qwm—
R@6ass9d,LIghliMFvftv9
f6CPiljA66.112A
ate
-lorTyp@,IC:F diwith�2;Orftfmm
mvillioned slmcetpS_W.
Houses
1� �Lmt,ftw,wrdec[16 outd�.Ic�amp,,,,. coffjb.Lgd�an Spam healem,com* wlh!NFPA,
-
nwatio n reiiis
666�jjWdj:�
I'havoccombustio nsir.
SA-22 0
CompWit
grruqk-'Pcvv A? 1
i
�rff_9YGauq8VFlQR9,�=1 FLRCSSA.310
iT,HER,,PRESCRIP,T,,IVE�,ME.MAMS
RES�(MiFstberirMOT�,exceeded'!Zy all tesidarlices.)
SECTION -"—TFMC
�CHECK
Corr� n.cy re wftinToke-u.�Swfthorcicorly mik cinam
pad (quS (WZW sojerhWbecil.Non Ommefdapo*'L
�SP'W-4, SIMUSttWVdGU
S~mPooft&' S�is
62�j
must &pumptmu. Gas spa & jmolbmta� Must hm a roetimum Viermal,
Shmw,
�v�� njjqt!jj no mom ton 2.5 cWkria per mInLrte at'80, PSIG.
me he� shegbo madunkm*
I
qualud,, UW,,]
7 -5
b icts In onOuTied utffi�kms:, I
R-'Il,orCBS;R-3 bath skies.
m3ulation
CqmM0nc@Ilkv&fbmR-11.
-.1 W
0 1 12/2.3/2003. 01:41 7722837229
NISA R_
IR�Al '�CCINDLTION�
1 11 1 - -
PAGE, � �21:
KOLTM
1.
Nowccn*uc&nore7ds&g
I
Sic& fiimily or mul&& mity
3.
Number of units, ifinubl-hmily
4.
Number of liddrodfus
S.
, la this a wom c�?
6.
CwMe*odfio*r9=("
a. acur - Sic& PSne
b. Cless -double pono
0. 7nWbthc� SRGC. Single pSnd
d, 'IlWolha SHGC - double Pitne
Fimroes
SloWn-Grade Edge Insulation
b. NIA
c. W/A
9.
WnUrjTW
a. Conavb, Intinsul, Exletior
b. Fmine, Wood. Adjacent
c. N/A
J. N/A
c VIA
10. ceilinstypes
a. Under Attic
b. NIA
t. NIA
11. Ducts
&Sup: Use. Set Unc. Ali- Atd a
b. WA
B
NCK
JE
WISP ',`CA":
Lot: ;',,Sub, Pf&,
�j OewrsT.IUCIE, FL,
NOW
3
1847 W
Singleftne
DoublaPaft
0.0 fo
0.0 iv
227LO fil
0.0 If
0-0 f P
0.0 ftt
R-0.0, 165.0(p) ft
R-4.1.100.0 11-
R�41.0, 170.0 92
$,vp, R-6.0, ISO.0 it
12. 0001W *'sfcMq
L CZUW Unk
b, NIA
o-VA
13. Tuatifts By"
46 Elochic Rest Pump
Is. NIA
� W/A
14. Hot water *10=
9� Moaric Resistance,
b. NIA
e. Consuvation cmdits
(HR-Ment recovery, Solar
DUNDedletited bad pump)
15. T3VAC cmdas
(CF-Wing ft Mcro" ventilation,
HF-Whole, bouse fim. .
FT-ProgrammaWc Ttenuosm
M&C-Multizone cooting,
M&H-Mulfiesuc besting)
I certify that this home has complied with the Florida Energy Efficiency Code For Building
Construction through the above energy saving features which will be install ed (or exceeded)
in this home before final on. Otherwise, a new EPL Display Card will be completed
based on installed Code
Date:
Builder Signature L!
( ') 801-SL91 F&ocr S-�- Like-tE
Address of New Home: Vtai:�C_Ak C2,T4z-L"5� Ciq/M� Zip: VL �,4tq s6
Cqr. MOAMn/hr
sEZL12.00
cap. 36.o kiltuft
HSPF., 7-50
CW 40ASallons ..,
EF-. 0.94
PTI __
*NOTE. The home's estimated energy performance score is only available through the PYAIREScomputerprogram.
nis is not a Building Energy Rating. Ifyour score is 80 or greater (or 86for a USEPAIDOE EnergyStaW designation),
your home may qualifyfor energy efficiency mortgage (FE&O incentives ifyou obtain a F7orida Energy Gauge Rating.
Contact the Energy Gauge Hotline at 3211638-1492 or see the Energy Gauge web site at WwfSec.uqjkedujbr
information anda list of cerfified Raters. For information -about Florida's Energy Efficiency Codel7arBuil&ng
Construction,
contact the Department of CommunityAffaK%MaM9QVArSiozi: FLRCSB v3.30)
.<t. I_UCIC (_ouilt�
�*ujiijjrja and Zoruiriz Department
,300 Virainia :�,venue
Fort Pier-ce..FL 34982
Sol -4 6 2 - 1 _553
Design Certification for Wind Load Compliance
This Certifi,ation is to be completed by the pmj= design architect or crigInCtr. TAis C=;r%i,iczuon mus; b-- submiticd -rih Z11
.1pplications for building pcxmiis involving Elie consmuetion of new residence (single or multi- f2mily),acsicicniial addition_ &ny
,cecsse,ry structure requiring a building permit, and any nonrcsidcraiai structure. This D-nification shall not zpply to int-nor
-ing effected) and cznain other minor building
,coavatIons (provided that no structuml walls. columns or ollixx similar component is be
permits. For further assista=_ please contact Efic-Building lnspc�Eion Office at462-1553 or462-2172.
P�ciie= qamc
cAlz;� IF[
Off= Use Only
Strczj ddress
Permit Number
t/WLL_(JkCAN) CtPej-V—
Occupiincy ypc
Construction Type
Certification Statement,
I ccrEify chat, to the best of my knowledge and belief, these plans and spocifications have been de * signed to
-omply with the applicable structural portion of the Building Codes currently adopted and enforced by St. Lucie
County. I also certify that structural elemcnis depicted on these plans provide adequate resistance to the wind.
loa&- and forces spccified by current code provisions.
Design Parameter� and Assumptions Used: (PI case check or complete the appropri aic box.)
1. Florida Building Code 2001 Edition A . . ASCE7-98-
2- Building Design is (check one) Enclosed X Partially Enclosed — OperiBuilding-
3.BuildingReight! 4. Wind Speed Used in Building Design: 12-Cl 3 second gust
S_ Wind Exposure Classification (rc(crta "posure tRbles.in Building Codeidentified in
6. Average Wind Velocity Pressure on Exterior Faces of Structure 3TI PSF
--i
7- Peak Wind Velocity Pressdre on Exterior Faces of Structure
1 8. ImportancefUsc Fadtoir(obtn;n rmm Building Code): 1.0
9.Loads- Fioor------YSF Roof/dcad_2�PSF Roofffive SS7 PSF
jo- Were Shear Walls Considered for Structure (check one): Yes X No if No. attach expl2tuttiou)
11. Is a Continuous Load Path Provided (check one). Ye.9 V No — Cif No, attach, explanation)
12. Are Cmponent and Cladding Detail Provided (check one)- Yes No —Of No, attach explanation)
11MInInturn Soil Bearing Pressure- aS6�O PSF
As witnessed by my seal, I hereby certify that the Informatibn included with this certification tVa4_M.A!i'
correct, to the best of my knowledge and belief
is
Name: Certification 11 1.4 q 7 (Se aYffifelt
FEB 0 9 2004
Design Ftrm:GL-P,' Date:
SLCCDV Form 9 020-00
4ij 09OV4
P r o d u'c t - R e v" i e w f fi- d a VV4, 44"N�b
St Lucie -County, Public Works Departiment VNI,
nD� Cod- "' I.,
�.U,�Ej ance. J..JlViS103�' 9L_7_j—SiSZ'7
Che following products will be installed in the,structurc located at MCu-L-kc`K OAI��'-c-L42_
3uilding perinit #
Dwners.Narl�e Reaerva 11omes LTD
Own8r's Address—' 9200 'Reserve Blvd
,oritractOr Kottei: Signature -Homes Contractor's Address 2160 NW Reserve PK, Trace
Pr'oduct
Design
factu're
Model.Number
Method of Attachment
Pressures
Windows
. 435/43-6
Ist Choice
437/438
TAY CON unit thru buck to
2nd Choice
I
masonry 1� embedment min.,
Fixed Glass
435 j.36
Ist Choice
=�urandlax
2nd -Choice I'
L
r
:Eff
7t4 3 1
b� L_L_.
MO, 1;� I "-'
TA-P CON unit thru buc� to
�3
_r lzrLasonry
'IJ embedment min.
�__ 11
Butt Glass Y. --3 Vm
14-1-z> — 1-c' I Aftt'Mnu. I 1� )5
Glass Block 1+,,� .2_ Pitts�,bu�gh-Argus
See Plan Detail
SJjdlng Glass Doors
Ist Choice
1+4S- -4�
me)rpn�ax
I qnw�ol
TAE CON 11-it: thru blink
2nd Choice
�
�,Don
+-n
ma-sonry 1� embedment min,
3wing Type Doo.rs
Ist Choice
6)#10
PrPm. Door
Qoor'
Entp
Enter r
7" ea. ead+24" oc
2nd Choice
Gen,�I�.oduct
Benchmark .1(2)#10
7" ea. end+24" oc*
Dyerhead Garage Doors
Ist Choice
—S-H
Wayng T).aLtQn
1(2)�/16xj
Foamcore 5/8 Lag Screws at
2nd Choice Yf.h�.)
each Bracket
�oofing Material
Aspha]UFiberglass
Metal
Other
hutters.
choice
.�AHV�-
f ��A
JjkjYt: J-t;VIU1rYrU UIC ULJUYQ UUIILkJUIIQII1LZ ZILILL "IUL1UIIIgj UIJU JAMYr,
-rovide adequate resistance to the wind loads and forces siecil
lame! Signature
)esign Firm COL-6 9530(2(ey�, LrLc-, No.
ir u8 zpi-os vww cure -Eo
V
-0
0- . - .. . W'
1AM
AM011-DADE COTJNT-Y ORIDA
METRO-DAI)E FLAGLEj �ULILDIlqr
BUlLDING CODE COD12LUNCE opFICF
LIJUe C01117t, IYMTRO-DADF FLAGLER BUILDINr,
140 WEST FLAGLER STPEFT SUITE 16D3
i�, FLORJD� 33130-1563
R—RODUCT CONTROL NOTICE OF ACCEPTANCR (305) J75-2901 PAX (305) 375-2908
Eastern Metal Supply, Inc.
3 60 0 23rd Ave., South CONTRACTOR LICEN�IKC; SE:MON
Lake'W0r-th,FL 33461 (305)375-2527 PAX (305)37S-2558
co&,rRAC'�011 ENFORCEbDENT Dnrfs,orq
(305) 37S-2966 FAX (3o5) 375-2908
PRODUCT cbNTROLDIVEJON
Your application for Notice of Acceptance C90A) of. (305) 37S-2902 FAX (301) 372-6339
0.030 " Galvanized Steel Storm Panels S�utter
U'der'ChaPter 8 of the Codeiof Miami -Dade, C
I O'MtY governing the use of Alteniate Materials and Ty
Construction, and completely described herein, has been pes of
recommended for acceptance by the Miami -Dade
CountY Building Code Compliance Office (BCCO) under the conditions spc�ci:�ed herein.
This NOA shall not be validj after the expiration date stated below. BCCO reserves the. right to securd this
product or mateiial at any *a from a jobsite Or miLfacturer's plant' for quality colliTol testing.
product or material fails to her-forna in -the approved ra If this
anner, BCCO may revoke, modify; Pr suspend the
useaf -such-product or mat�rial immediately.-- DW-0 res6rvci�-the -right.,tQ. reVoj_e7 this
'XletLrmled by WCO that L approval, if it is
Buildi.iig Code. S Product or materialfails- to: meet 'th� requirement of the
South Florida
The 6R�ens6 of such testing- le incurred by. t4e niE�nufacturcr.
ACCEPTANCE No.: ' 00-09-19.10
EXPMES: 06/07/2,004 Raul Rodriguez
Chief Product Control Division
THES I'S THE COMP —SHEET, SEE AQDITIONAL PAGES J�OR s ECIFIC AN,) GEN�
CONDITIONs P RAI
13UILD NQ CODE & PRODUCT REVEE-W cohaffTTF
,E
This application for Product Approval has been reviewed by the BCCO and approved by the Building
Codp and Produit Review Committee to be used in lyfi
forth above, aroi-Dade County, Florida under the conditions set
APPROIED: 06/07/2001
Francisco J. Qtliutana� R.A.
.r Director
Miami -Dade. County
Building Code Compliance Office
WSMSO GO I %.DC20OOXX1,1�11teAn06C& aCCepMnek COYerpau..dot
Internet mail address: postmast
cr@buildjnZcodeonliiie.com ^ Rn�. k il ......
,% 11 PA:
Eastern Metal Supply, : jnc. ACCEPTANCE No. 00-0919.10
APPROVE- D
06107/20oi
E)TMES
0610712004
NOTICE OF ACCEPTANCE: qpFCIFIC CONDITION,(�
SCOPE
This approves 0.030" Galvanized Stee.1 R01M Panels Shutter, as described inS n
Notice of AcceptaAce, designed to ectio 2 of th
hfiami-Dade: County, for'the locat comply with the South Florida Building qOde, 1994 Edition f(
ions where the pressure requirements,
Chapter 23, do nDtexcecd the Design P=surc, Rating values indicated in the approved drawings
as determined by SFB.
2. PRODUCT DESCRIPTION
This'0.030" Galvanized Steel Stoma Panels shutter and its components shall be conitucted in stric
compliance with the follow1ug documents: Drawing No. 00-252, titled "24 Gage Galvanized Berth
Steel Stbm.a Panels", Prepared by Tilteco, Lac., dated JUIY-10, 2000, last rfvision4l dated'April 3
2001, sh=ts I -through 9 Of 9, Signed and scaled by Walter A. Tillit.1r., P,E.,.beariiqg th'
.—.,,Dade�.CQn�tY.Product.Control-apprQv.aI stamp- t IN'liatr1i
date. -�-Y--t4e.:Miami-Dade County -With---theNQice.Of Acreptajjaej�lumber-aud gipprova
-Product Control Division. These. documej�� Shall
referred to as the approved drawings. ._her�_inafler bc
3. LINUTATIONS
All perzaaaent set components, included but not limited -to embedded anchor bolts,'threaded cones,
metal shields, heafts and Sills, must be protected agamst corrosion, contamination and damage'at
all times.
4. INSTALLATION
This 0.030" Galvanized Steel StOnn Panels Shutter and its corn�oncnts shall be ins . talled in strict
compliance with thc1approved drawings.
I
5- LABELING
Fach panel shall be�'x a perrualle;nt
label With the manufacturer's name 01' 10010, city, state and the
following Statement:' "Mami-Dade
County Product Control Approved".
6- 13UMDING PERNET REQUIREMENTS
6.1 Application for, building Permit shall be accompanied by copies of the following:
6-1.1 This Notice of Acceptance..
6.1.2 Duplicate copies of the ar)i)rovedd;-
Accepta�ace, clearly' Marked t as, as lurnuted in St. on 2 of this Notice of
installation. ' show the-,cOMPOnents selected for the proposed
6.1.3
Ally other documents 1�11!;irqd by.thp 13
Code: (SFBC)inor�erito - " " ' `uilding Official or the South Florida Building
Pro erly e 1" "
I . P_ . valuate the installation of this system.
U4�-� /11 . k�z,�
helmy A. T��-az, FE--Product �Control Examiner
Product Control DiVi "
sron
I
Eastern Metal Suj?ply, Inc.
A-CCEPTANCE No.,
APPROVED
NOTICE OF ACCEPTANcF,: STANDARD COnITIONS
00-0919.10
06/07/2001
06/07/2004
L Renewal of this Acceptance (approval) shall be considered after a renewal application has been filed an�
. original submitted documents, including test-supprting data, llagilaee�riag documents, are no Older than e
(8) years.
d
following statern an
2. . Anyanda.Ilapprovb' products shall bepennanently labeled with the, manufacturer's name, city, state, d
cAt- "IyEami-Dade Couaty'F�ioduct 'Control Approved*",'
specific conditions 6f this Acceptance. or as sPe0ifioa* statea in
U
.Renewals Of Acceptance will not be considered if..
a.. There has be�n a ohangr- in the South Florida Building Code affecting the evaluation of this -prod
an d th e p I o criLi.6f ys not in compliance with the code changes,
b. The product ig no longer the-samc product (identical) as the olle, originally approved.
P Jfthe AcGqp±iizochoIder. Las not p=pjjpdv
nth all the rpquireinefints of this. a�cep.tauce,. inQlud g.
correct installation of the prodlict...
d- The . engineer, �Vho origiaallY pmparecf� sig'ne'd* a'nd'- se
aled tl�c required documentation iditia
submitted, is no longer practicing the engineering profession.
4- Any revision or change in the materials, use, and/or manufacture Of the product or process Shall automatica
be cause for termination of this Acceptance, unless prior written approval has been requested (-through f
filing of a revision application with appropriate fee) and granted by this office.
5. Any Of the following shall also be grounds for removal Qf this Acceptance.:
a. Unsatisfactory performance of this product or process.
b. Msuse of this Acceptance as an endorsement of any product, for sales, advertising
purposes. or any oth
6. The, Notice of Acceptance number preceded by e words iami�-Dad C u t , Flo d d fo o ed by
expiration date may. be displayed th M e, 0 UY ri a� an 11 w tj
in advertising literature. If any portion of the Notice of Acce
displaySd, then it sbal be �one in it, entire 'pt ce
.1 ty. an
7. A copy of this Accd
ptance as well as approved drawings and other documents, where it applies, shall I
provided to the user by the manufacturer or its distributors and shall be avaiIable. f6r
at all time. The en inspection at thejob si
gme,er 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 page3.
END OF TRES ACCEPTA_NCE
helmy A_,�Cak-ar, p.-E. -Product Control Examine -
Product COnttol D . ivisio'n.