HomeMy WebLinkAboutSUBMITTED PAPPERSrermaff
o
u CERTIFICATION:
!' This application is hereby made to obtain 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. I understand that separate permits
may be required for ELECTRICAL, AND AIR CONDITIONERS, ETC., not otherwise included with this building permit
application.
NOTICE TO OWNER: FAILURE TO RECORD A NOTICE OF COMMENCEMENT MAY RESULT IN YOU
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.
r NOTICE TO APPLICANT: AS THE APPLICANT FOR THIS 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: kcTrtify that all the foregoing information is accurate and that al work will be done in compliance
w th all applicable laws regulating construction and zoning.
�P
ONTRACTOR SIGNATURE
rV�z��8 CONTRACTOR SIGNATURE
STATE OF FLORIDA ff STATE OF FLORIDA
COUNTY OF 3- . l-vci e y > COUNTY OF
The foregoing ins ment was acknowled 3 ^ he foregoing ms ment was acknowled
before me this day of n , 200 , by ^ g� efo me this d of, 20 0 , by
eii.uw A>w h [ e , who is ersonall I:"r<% o n who is personally
known to me or as pr duced 'f: o knownIp me or who a uced
as i e tificatio - f ... � > as ide �fication.
W "
¢� I\
Si ature of Notary' - `� m Signature of Notary
re�• y,,,,,
�'1 \`awt 1 . �� ih'� Ci-lA\ �\� l) �Y .�.�.`•...: o'o-: W ,1 • i \OMA0. Type or Print Name of Notary "VIA \ t I _.. Type or Print Name of Notary yc c 'Id) 7
Commission No. 78'73 (Seal) Commission No.PQ M751 (Seal)
NOTE: TWO (2) SIGNATURES ARE REQUIRED. EACH SIGNATURE MUST BE NOTARIZED. IF APPLYING FOR THIS BUH,ING PERMIT AS
AN OWNER/BUILDER, THE OWNER MUST PERSONALLY APPEAR TO SIGN THIS APPLICATION IN THE OFFICE LISTED ON THE
FRONT OF THE APPLICATION.
OFFTCE USE ONLY
SECTION
O
TOWNSHIP
RANGE
3�
MAP NO.
ZONING
Rs-
LAND USE
�S
LOT CVG%
Additional
Permit s
Yes
Fno
REPORT
COCODE,T
BIMS FEE
$
MISC FEES
$
TOTAL FEES
$
/� pp
BUILDING-&,ZQNIN.QREVIEW
rt
J r 7 Tctk
REVIEWS
ZONING •`F
< : ZONING. _�'
PLANS
MISC.
VEGETATION
REVIEWEBY'
" EXAMING
; t
_
DATE
COMPLETE
a3 OJ
as (7v
(,
n-
INITIALS
-
--
OFFICE USE ONLY:
DATE FILED:
PLAN REVIEW FEE: _
CONCURRENCY FEE:
- ` ALL
Ny
� 9,5014
,-g e f/y� '
I RECEIPT NO.: _-_c PERMIT NUMBER: _O fiEJ l .j O a��
RECEIPT NO.:_2CAP. NO.:
T BE COMPLETE &•FILLED IN TO BE -ACCEPTED --
St. Lucie County Building and Zoning
2300 Virginia Avenue • - - - -.. �+cA " ` !.
Ft. Pierce, FL 34982-5652 HOED \
561-462-1553 BY
St. Lucie Counts,
APPLICATION FOR BUILDING PERMIT .
FOR ALUMINUM STRUCTURES
PROJECT INFORMATION
I. LOCATION/SS ADDRESS: WW
Y
VV
2. S/D NAME: %I
oK it
t� SI PLAN NAME:
3. PROPERTY TAX ID #: 332-1
- W3
- 00 7k- -cloy - /
4. LEGAL DESCRIPTION (attach extra sheets if necessary.): (F-13 e we
PLAT 6. PAGE
BOOK NO.
7. BLOCK
NO.
PARCEL SIZE: ACRES/SQ FT. r < V Ae . LOT DIMENSIONS
DESCRIPTION OF
• • ` • :_,-
8. LOT ^7
NO.
11. SETBACKS (ACTUAL) FRONT: N l� BACK: �ZI RIGHT: /O f LEFT:
SIDE ( SIDE
12. "W CONSTRUCTION [ ] EXPANSION/ADDITION
13. TYPE OF STRUCTURE (Check all appropriate boxes)
[ SCREENROOMS [ ]
CAR_PORT/PATIO ROOF
']
[t.J POOL ENCLOSURE [ ]
MOBILE HOME ROOF OVER
FOUNDATION
�j" SLAB ON GRADE [ ] :
RAISED_ SLAB W/FOOTER
gPr/w.
14.- DESCRIPTION OF PROPOSED
USE --
[ ] GLASS ROOM [I SHED ` ' -
] HANDRAILS/GUARDRAILS
[ ] RAISED WOOD DECK`O_N FOOTING -
d$ w-e.
15. Sq. FtJCONSTRUCTION:" ..�` l 16. VALUE OF CONS fItUCTIONi' $
The value of construction is used to detetmme theamonnt of penult fees to be assessed. St. Lucie County reserves thetigbt to quesaon,andlor
value pf construction if it is demonstrated that the sbbiriit[ed.figures:. are not consistent with similar types of construction activities. If the value
REC-0RDED Nonce of Cammencementmust besubmitted with this appLcanon �, ^-_-- _
No.:
rmlt Isfi ady`to be Issued and
rne�to Xou by
pig '
x
y.the indicated -
00 of ni6re a., x.
_'", .-_.
TION .� .�.._.•._
NAME: I',—,: �- r !vim
ADDRESS: 10 ` 1 G-vc evn- C
CITY: STATE: "FL— ZIP -7>
PHONE (DAYTIME): (_) email:
IF THE FEE SIMPLE TITLEHOLDER (PROPERTY OWNER) IS DIFFERENT FROM THE OWNER LISTED ABOVE, PLEASE
FILL IN NAME AND ADDRESS BELOW.
FEE SIMPLE TITLEHOLDER:
CITY: STATE:
PHONE (DAYTIME): (_)
CONTRACTOR INFORMATION
m
ST. of FL REG./CERT #: ST. LUCIE COUNTY CERT #:
BUSINESS NAME: COc�L�o�\ A l Vw-\ \ \n u yv\
QUALIFIERS NAME: �:)Vc'w\ X-c"M 9\ e-
ADDRESS: LIz 0 C M c) -cy <`, 7 J.
CITY: -FA , �f c CI.-C c STATE: 'F ZIP
PHONE (DAYTIME): ( 77Z) 46 V - 0 z �_ V FAX NO. 7 7.2 - `16 b' - 02 it 7 email
20I2V
7"f 4
ARCHIT/ENGINEER: F L _
ADDRESS: (k37
CITY:e_ �b v` �� STATE: -FL- ZIP 33`/3 4
PHONE (D YT1ME): ( < I 1 736 - 3 �-a `/
DESIGN INFORMATION (Contractor has the option to provide -site specifkengineeringforStructureACladding Components)
Product
15• maximum height
Minimum Design
Pressure MPH
Design
Pressures
Manufacture
Model
Number
Method of Attachment
As per 1707.4A.1 FBC
120
130
140
140C
Component Table 1606.211
Windows
37.7
40.7
47.2
57.1
Wing Doors
32.4
38
1 44
1 53.2
tiding Glass
32.4
38
1 44
153.2
Structural Components - Table 1606.213 for enclosed structure only. All open I partially open structures refer to FBC Ch. 20
oof * 0-10 degrees
54.2
1 63.6
1 73.8
1 89.3
all Table 1606.2A
22.8
26.8
31.1
37.6
❑ Impact glazing will be provided Type of Surface attachment: Wood Frame _ Aluminum
For enclosed structures only Minimum Desigu Product Compliance Report # Method of Attachment
huners Pressure MPH'
Type 120 130 140 140 C SBCCI Dade Other_ - Anchor_1*6 Spacing
em_ ovable Panels
Other - - - --- -
I DESIGN.PROCEDURE
Florida. Building, Code
Exposu�e-
Wind Zone mph
Attach alt appropriate- Engine-eering-Designs' and Specifications -
fromLawrence Bennett; Robert Monsour;;or other approved
engineering manual to the top of this sheet. "
CHECKLIST
Items needed:
U/2 copies of site plans to scale, with all dimensions of Existing and New
stt ctures, and showing front, sides, and rear set backs.
C9' 2 copies of clean, precise, and scaled plans, on a minimum of 8.5 x 11 and
maximum of 8.5 x 17 sheets.
❑ Top View, showing beam.sizes and span lengths, column locations, line
indicating overhang, host attachment, and all dimensions.
❑ Front View, column location and distance between, beam sizes & length,
girt locations, and all dimensions.
❑ Side View, column location and distance between, beam sizes & length,
girt locations, and all dimensions.
❑ .2 sets of highlighted engineers sheets from appropriate manual for all
attachments.
❑ 2 copies of the Design Procedure Checklist from the AAF Manual
OR the design component checklist from 2001 Bennett Engineering Manual--
❑ All window and door pressures and attachments noted on plans & checklist. .
❑ 2 copies of Dealer signed attachment letter with lot and block number, and_ ._
sheet address of installation. Or 4t' wall design details. .
1
liIOTE If application, plans) or checklist are incomplete they, will not be accepted at
the counter or of received by mail they will be returned to the applrcant.
I the Contractor 'take full responsibility ,for submitted calculations of the destgri pressures for the
...., .
i
J
^ I
2
�giing
e,
8
ge 110
oclg`nat
4 w
ICAthe_9t�dandAO
c 1�\ b ache sir�6�ure
eXist�og
c `a,
,k
the e.
f
of .
�p
fi.
i
y
f::
r{
€2
Y
S
1 1
�
V
t!
arm
L•
Y r.
s �x•
S
✓�w f. .).J.
Al
.
Y
`t -
rs;
r
0. r`
a
MM
Veroficatioh of the adequacy
the existing foundation is th
responsibility of the contractor
for replacement of structures
3
lost siia® to hurricane damage.
0}
wz;M2:;m-
l eon- lost
41
CA
ov� SST. L e� -L 310
1NSpS0110t3 VOL -
xy
DV1S10� S ®D
W11 XIAG1�1p�®p�C1S
R&351N XA 1
10jS l Sy
N iS1S1-I00A 0M�R�SP
\i1®0S� ®l
�'��p11r gke 1;q 001diP�C�®�'
0v Jt�,S
WA etjstin9
lbb iy tha '_..
a t
"truWdatlpr tt�q sAmaasna9e' original
town rlor to stosm.added to otuse•
was P othev work V10 beXistin9 atsu
toot print of the
f\
M
fi
1
Coastal Aluminum Construction Inc.
4205 Metzger Road
Ft. Pierce, FL 34947
THESE PLANS AND ALL PROPOSED WORK
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO
COMPLY WITH ALL APPLICABLE CODES.
2 eLrz vs - L`/Se Sc rz k
6 ILat� €aro� N
REVIEWED®n i�g&„
n^
Pd® gP.aa �f %EP; G.. '
r° JDSOR
F vyx 52t9a0E
at the adequacy °t
ation ndation ►s the
Ver►tic ®ntractor
the a®n5 bgity of the c tletares
resplot due a hurricanes dab' o�
to
Scl
A own
1025 South . , ule"Vard BUILDING DIVISION INSPECTI� Fc�
SUN IN ALUMI"A ;PRODUCTS INCLUDES ONLY
x�r.-
Winter Pik ViS113tE CONNECTIONS AND DETAIL .
14071670-7500 ALL HIDDEN CONNECTIONS AND
Fax [4071670-188 DETAitS ARE THE RESPONSIBILITY
OF THE ALUMINIUN'I CONTRACTOR.
!Authorization Letter
to use Aluminum Design Manual Master -file
Authorizationf or. CoastalAluminum Contractors, Inc. ZOR
�4 ort (Pi etzgerl2dopaOj�
Fort fierce rFL 39997
ouilding Official,
` & above referenced contractor is here6y authorized to use ourAluminum Design
9Kanual as a master fife to obtain all permits in your jurisfiiction for the time period of
9day In, 2004 thru 9Vay 31s" 2005. If this authorization is to be revokedprior to the
ending date indzcatedwe willnotify you in writing via certifwdmak Any indication
of the alteration of this document wiffvoid the authorization. Gordon 9f.
Shepardson's, the engineer of record, signature andraisedsealis requiredon this letter
to valufate the�thorization. 7ltan( you for your cooperation.
Signed
u N A 1 Op _
fonM S afdso r 2 39333
J,HFGS?105 DDANy CORRECT D (NAtK
REQUIRED BY FIELD M ORDEATDODE9•
MA`l B?LICAB
E NE ZHBAL1BApLE
COn `N
FLILINE INC.
A cive embinrinu firm
1025 South Semoran Boulevard
Snits 1003
Winter Park R 32702
14071670-7500
Fax [4071670-0188
Aluminum Engineering Index Sheet
This index sheet specifies the master -file pages that can apply for the appropriate type of structure. Typical and
Detail sheets and tables indicated are suggested for the type of structure, but do not need to apply in total. The
appropriate typical and detail sheets and tables shall be marked as they apply. The listed pages are the only
pages that need to be attached per type of structure. One index sheet should be attached with our engineering
pages for issuance of a permit. Any signs of alteration shall void this. Unauthorized typical and detail sheets or
tables cannot be used in conjunction with our enpilleerinR desi¢ns.
CC+NTRACTOR'.
JOB REFERENCE:
Company Name: Coastal Aluminum Construction Inc.
Owner Name:
Address: 4205 Metzger Rd.
Address: 107 Y (rve
�1�t
I" J cvvc c'i
Fort Pierce FL
rQs L .3 f � KI
Phone number: 772-468-0288 rAr r 771 - qW- C! &7
Legal Description: 3 32_1 -
$'il3 - d 0 7 i- - OW - 7
Member ID Number:
Domesacen
enclosure
Mamard screen
cncic=c
Splice gable screen
enclosure
Flatscreen
cndosun:
composite roofw/
scr mdosure
Pan coofw/
"s¢een endmwc
1.1.1
V
1.1.2
.1.1.3
1:1.4
2.21
3.21
1.21
1.21
1.2.1
1 1
222
3.22
123
1.2 2
1 3
1.2.3
223
3.2-3
1.2.5
23
1.25
1.25
1.2-4
1.24
1.26
1.25
1.26
1.26
1.2-7
1.26
727
1.27
1.24
1.2-4
1.2-8
1.24
1.24
Tables/606I TS,
-Tables/6061 T5."-.. "
'Tahes/6Obl-T5.
Tabes/6061-T5.
I Tables/6061 TS-.-
Tables/6061M, -
1 h/1.3.1.100A
1 h/1.3.2100A
1 h/1.3.2100A
1 h/1.3.1.100A
23.1.A
3.3.1.A
I7 h/1.3.1.110A
11 h/1.3.2110A
11 h/13.2110A
11 h/1.3.1.110A
23.2A
3.3.2A
1 h/1.3.1.120A
120m h/1.3.2120A
120m h/1.3.2120A
1 h/1.3.1.120A
1 h/1.3.1.130A
30m h/1.3.2MA
130m h/1.3.2130A
1 h/1.3.1.130A
1 h/1.3.1.140A
1 h/1.3.2140A
1 h/1.32140A
1 h/1.3.1.140A
1 h/131.150A
1 h/132150A
1 h/13.2150A
1 h/131150A
:Tables7U165-T6,-
TabTes760G3-T6_
Ta61ex/fAG}T6::..
Tnf fs160(i}Tb •_': =
_Tab1ei1G063T6 .:._
Mbles/b063•Tb.._
1 h/131.1008•
1 h/]3.2100B
1 h/13.2100B
1 h/131100B
23.13
3.3.13
ll h/1.3.1.110B
ll h/1.3.2110B
11 h/1.3.2110B
ll h/1.3.1.130B
23.2B
3.3.2B
1 h/13.1.120B
1 h/1.3.2120B
I h/1.3.2120B
120m h/1.3.1.120B
1 h/1.3.1.130B
1 h/1.3.2130B
1 h/1.3.2130B
1 h/1.3.1.130B
1 h/13.1.140B
1 h/1.3.2140B
1 h/1.3.2140B
1 h/1.3.1.140B
-
150m h/1.3.1.150B
1 h/1.32150B
150m h/1.3.2150B
150,nh/1.3.1.150B
SECTION 1.2.1 DETAILS SCREEN ENCLOSURES
3'x4'x0.125' PLATE
W/5 TOTAL #14 TEKS
ON EXTERIOR
1 %r 11 2%2' H k—BRACE
ra
31/2" x 7' x 0.125 PLATE
W/ 9 TOTAL j14 TEKS
m CFINR B
3 Y4'x0.125' PLATE (aya. M� Puh
/5 TOTAL IS TEKS
ON EXTERIOR
36EXTERIOR ELEVATION
as)
1'k35c0.125"Y3'
ANGLE_ W�5 #14
ON INTERIOR
COLUMN/ POS
v(x.TS)
BUILDING DIVISI®N 1'
ALUMINUM P10DUC
VIS11311 CCiNNECTIC
' FaLL HIDDEN CCNNC
. Eiw�5 XRE T"E P
74r�"E ALUM'tIUt"
1'x3'xO.125'x7' LG. COLUMN / POST
ANGLE W j14 T(]CS
IINTO Edo POSE
/TOTAL 2 #14TEKS V(/9 u 3 1/2'x7'xo.125' PLATE@PLAN VIEW
W/44.TEKS .
K—BRACING DETAIL
W
FRONT WALL--1/8"
STAINLESS STEEL CABLE
0 UP TO 400 SO. OF WALL
2 CABLE
UP TO 600 S0.
4 CABLE CABLE
PLATE
0 UP TO BOO SQ. -
6 CABLE - W/ B
O UP TO 1,000 SO.
8 CABLE
NOTE ALL WALLS OVER 15'
HIGH MUST HAVE 1/2 OR
MORE OF THE CABLES AT THE TOP OF THE WALL.
ABOVE THE TOP CHAIR RAIL
SIDE WALL--1/8" STAINLESS
STEEL CABLE
0 UP TO 200 S0. OF WALL
NO CABLE NEEDED
0 UP TO 400 SO.
1 CABLE
TOP CHAIR RAIL WE
0 UP TO 600 SO. 2 CABLE PANEL EXCEED 56
UP TO BOO SO. 3 CABLE
NOTE ALL WALLS OVER 15' HIGH MUST HAVE 1/2 OR
MORE OF THE CABLES AT THE TOP OF THE WALL
ABOVE THE TOP CHAIR RAIL
Coastal Aluminum Construction Inc FUUNE I
4205 Metzger Road 1025 S.
Ft. Pierce, FL 34947 WINiERcF
1 2 DRIVE PINS OR
x 1/4' TAPCON
TOP FASTENER 1' BELOW
TOP OF CONCRETE. NO
GONG. DE NO FASTENING TO PAVERS
2ND CABLE SET
tSf CABLE SET
CABLE SET
i/
64101641
10FA
III11,,J
II,■
�/1,■
BLVD.. SURE 1093
APPLIES
OON H SHf�AFi<780N P.E
i
3 SECTION 1.1.
FOR
S 014 Y
K— BRACE
MANSARD I SCREEN ENCLOSURES
CE SPIJCE
W
Li
\ �U L)
PER
SIDE ELEVATION
fIt J;0-
UPRIGHT
HEIGHT LE
PER TAB
20
/...
fjp H70, no!
•-
CHAIR RAIL k1T.Vj
-SCREEN (T''P FRONT EL
TYPICAL MANSARD SCREEN ENCLOSURE
SPLICE
SECTION 1.1.3 GABLE I
SCREEN ENCLOSURES
N,O j
ISOMETRIC
NOTE
SPLICE �jORK
ER
ND H-P_
THESE PLANS p pNy CORREC T K - BRACING (OPTIONAL
pRESNBJECTTO �NSPECTORS��' CHAIR RAfL
REQUIRED BV F1ELD DRos"01 0. _CREEK (1YP
JAN COMPVWI Hspu pPPLICABIE
TYPICAL SPLICE GAB
CABLE
SIDE ELEVATION
I � _�— PURLINS (1YP)
(TyP)
NT &
SEE
1.2.1
CABLE PLACEMENT h
NUMBER, SEE SECTION 1.2.1
SECTION 1 2 3 DETAILS SCREEN ENCLOSURES
TOP FOOT OF 2'IL2'x 1 ANGLE NOTE:
o 0 15d' CHANNEL USED WITH ALL
SCREEN TYPES
1'x2' CHANNEL FRONT FOOT NOT
UPRIGHLREOR. FOR 2'X3' .
UPRIGHT
PLAN VIEW
�
r
1 N
1:
2;4
Iii
2
4
4
6
6
8
8
SB1ER
CHEdt.,, `-
.
ONE.:i�-.
--
SELECT LOADBEARING
UPRIGHT S=
'x UPRIGHT
NOTE: NOTE:
TAPCON MUST GO INTO CONC. 2'x 2' CHAIR RAIL TCHAR RAIL 48' MAX.
A MINIMUM OF 1-1/4'. IF USE L FROM DECK
PAVES ON DECK, FASTENER FOOT OF
WILL ERETID INTO BECK 1-1/4'. %2 x 1/' ANGLE MIN. 3-2' SIAS FOR FASTENING AT
IN INTO. _110!UPRIGHSCREWS CHAIR CWVR RAIL. TO UPRIGHT SCREW DOSS
OT FRONT FOCfr OF
2'x2' x 1/8' ANGLE 11/4- TAP60N 2' x 2'-x1/8' ANGLE W/2 10
SHE ABOVE TABLE FRONT FOOT OF TEK SCREIVS INTO'WALL .
FOR FASTENERS INTO 27)QS0/8'ANGLE TAPCON OR THUNDERBOLT
o e 1-1/4- INTO CONIC. DECK
CANCRETI!GDECK CONCRETE 'x2' SCREEN CHANNEL
FRONT "ELEVATION SIDE -ELEVATION
TYPICAL DECK PLATE & POST CONNECTION PPu>=ems
HOUSE
HOUSE
TYP. CORN
BRACE
HOUSE
o�FTTI
Q
0
TIP. CO
awcE
NOTE: WIND BRACING SHALL NAT BE
REQUIRED WHERE BEAMS AND PURLINS
ARE LATERALLY SUPPORTED BY
CONNECTION TO HOST STRUCTURE.
TYP. DIAGONAL
BRACE jHESEp� jSppANy Sp CiO�s
PRSSU EDS� f\SV 1N O�pS�S
pS0U1kD .SSpw0py�CD��
or,g41Y`N1ZH PV
TYP. DIAGONAL
BRACE
PLAN VIEW IYP. CORNER 'I BRACE
(HiTs)
WIND BRACING- DETAIL
Coastal Aluminum Construction Ina FLJUNE INC.
4205 Metzger Road 1025 S. SEMORAN BLVD., SUITE 1093
Ft- Pierce, FL 34947 VANTER- PARK FL 32792
TEL,-(407) 679-7500
FAX (467) 679-9188
i E—MAIL -
i
APPLIES
GORDON H SHEPARDSON P.E
FLORDA P.E 16033-- - ----
SECTION 1.2.2 I DETAILS I SCREEN ENCLOSURES
2'x2'
INTERNAL SPLICE PLATE
SAME ,THICKNESS AS, SPLICED
TYP ON EACH HALF OF BEAM
ENDS OF PLATE MAY BE
SQUARE CUT
BOX
TYP. ON EACH HALF OF BEAM
• • • •
1_Ty
P. • • •
f
J12'
T.M.
12 / 10 TEK SCREW. TYP.
FOR BOX BEAMS LARGER -
T}AN 2'x7'. USE (20) #14x3/4-
PER PLATE
A1�I1P�a,I��rl� v,S/S`er OAq arc) NSP
,DuCTS ISO I ECTION F®q
CO
ALL NrOO ECPIOS
®AILS ARC �1�CP/®, 5 AFV®U.
• rTb Ai�Lrf IL1
• BOX BEAM
• • • O 44
^�4
TYP. m'd�
TYPICAL MANSARD SPLICE CONNECTION
UI GHT
HEIGHT
PER
1 SPLICE MANSARD
SPLICE -SPLICE
2 SPLICE MANSARD
*one splice mansard - up to 4 ft on the horizontal may be7aMttp
when using a knee brace on the non -splice E
MANSARD SPAN DETAIL
Coastal Aluminum Construction Inc.
-4205'Metzger-Road -- ---
Ft Pi.
e"r'ee, FL 34947 ,
LIPPoGFif
HEIGHT
,E
ISECTION 1.2.5 I DETAILS
SCREEN ENCLOSURES
_ 2512' PURUNS ATTACH TO
BEAMS WITH MIN.(3) /1Dx1-1/2-
S.M.S. INTO SCREW BOSSES.
.Coo
�
1'x2'.SN1 .1AP SECTIONS
li,ATTACHED TO 2-IQ-W/
j 10 : 1-1/2' S.M.S.
O 24' O.C. OR CONTINUOUS 0 00
0 0 0 0
SNAP SECTIONS 0 000000 rx4' S.N.B.
BEAM OVERLAP
OR GUSSET PL
BEAMS
Zi
2x4
4
6r
f
{O
k -
x'
6
s"
t2
f%
1a1jx-1
X
6
8
12
16
2
28
X
5
20
1015
20
25
30
o-
: 2x6
12
18
24
30
36
42
48
2x9
14
21
28
35
42
49
56
200
16
24
32
40
48
56
64
TABLE OF 2-1 #10 TEK SCREWS
X— NO CONNECTION ALLOWED
BEAM OVERLAP OR GUSSET PLATE CONNECTION
ALUMINUM
PHYSICAL PROPERTIES
TWALL
TWEE
SECTION
MODULUSI
Ex5
O.D44
0.100
.959
0.050
0.100
1.46E
0.050
0.120
1.965
2x7
0.055
0.120
3.119
2x8
0.072
0.224
4.157
2x9
10.072
10.224
5.910
2x10
10.092
10.369
18.531
HOLLOW BEAM TABLE
2-00'
—TWALL
H
I
TWEB
SNAP EXTRUSION
H
��a SEp�, pNO Ny GOPRECpSN
NS t0 S
I '(HE SOBJEC'[ 1NS0RDET�'C®
Tv�a ARE BY FIELD ®1.E C'
MpUi�NECES �EppL1CA
SELF MATING 601000
BEAM
ALUMINUM PHYSICAL PROPERTIES
APPLIES
Coastal Aluminum Construction Inc. FUI.INE INC.
4205 Metzger Road 1025_S. SEMORAN,BLVD.. SUITE 1093
Ft. Pierce, FL 34947 WINTER PARK FL- 32792
I TEL (407) '614=4600
FAX (407) 679 9j88 GORDON H SHEPAHDSON P.E.
i E-MAIL.' FLORDA P.E 16;k.b
SECTION- 1.2:4- DETAILS SCREEN ENCLOSURES
(r SPLK:E-PLATE SHALT. BE NI7L-24: INCHES LONG,
i •I - MINIMUM 12-! 10 TENSCREWS ON EACH SKIS OF
7 INCH {1E55 HF]GHf THAN�THE ;BEAM THE SAYE THE CUT EVENLY SPACED WITH 1 INCH CLEARANCE
THICIOIiESS AS TF1E _SPLICE BEAM, AND I DCATED N0
= AT THE CUT AND ALL SIDES OF THE INTERNAL SPLICE
GREATER THAN 1/3 1111E BFiW _LENGTH. FROM 7HE END PLATE
AND LOCATED ON OPPOSITE ENDS OF THE MATED BEAM
I I
d _ 24' MIN. _I
TYP
=r . .. T
® e�Lisiin9 mA • • • • • •
16 b T.1ae size that /C
gtrlFeC� sam No Lt ®/)vt*a D
ion [he damage 1n i 1 f�/ ,g9//II(/ 6E//g/®
{Ound storm to Ori9 �/
s p7 to ddedstruature.
P
mTa p ork.Nille existing ®1L ���F� ��TS�����`®p'
Other - 0i too 12' MIN. 12' MIN. �%�/ .fl/ /®As "Q(l °V �'Q?
WZC
foot SPLICE FOR BEAM SHALL BE ON ovo�8Z� �����F���'PoV ®MD® CY
OPPOSITE ENDS OF THE MATED BEAM. �C®bj/�
�CTn
1 BEAM SPLICE � APPLIES
Lk
i�u�mt.el ..gar
FODTER
Wr SLOPE BETWEEN
,IN 6' TO 1' IN 3'
WHERE THERE IS NO DECK USED B'xB' CONCRETE RIBBON
FOOTER W/ 115 REBAR CONTINUOUS -TO SUPPORT UP TO
2' x 6' UPRIGHT
c x . .
GONT.
FOOTER WHEN SLOPE
V IN 3' OR STEEPER
OR WHEN DECK EXTENDS
33' OR MORE PERPENDICULAR
TO THE SUPPORTING STRUCTURE.
6'x 12' pCOONCRETE RIBBON FC%''§(G 2 df 5 REBARS CONTINUOUS
��efe11Ga�'� -.2, Y 1) "FOOTER SHALL BEAR ON ROCK, CLEAN SAND, OR STRUCTURALLY .
the existing fours he c is act
Of the GOT14raLCfcr SOUND SOIL (>1500 PSI:) THAT SHALL BE COMPACTED TO PROVIDE OPTIMUM
responsibility BEARING CAPACITY TO PREVENT SET LING.
for replace rient Of structures
or r% plO to ilurrjLTOnO ciamarje. " 2) CONCRETE SHALL. HAVE A 28 DAY STRENGTH OF 2,SOO PSI W/ FIBER MESH
OR 6x6 10x10 W _W MESH__
f 3) 3- /3 ISAIM LS EQUIVALENT TO 1 /5 BARS. _
TYPICAL SCREEN DECK FOOTER DETAIL AE' LIENS
Coastal Aluminum Construction Inc. FUUNE INC.
l 4205. Metzger Road 10.25 S. SI]iIORAN BLVD., SUITE 1093
Ft. Pierce, FL_. 34947 WINTER P 7 -
(40 7s oo _ -
FAX (407)1 S pm� P E ` E-IYUIL . _
6 — 3/4' #10 TEKS
ON EACH SIDE
APPLIES
SECTION 1 2 8y; DETAILS
6 — 3/4' #10 TEKS
ON EACH SIDE
SCREEN ENCLOSURES
COLLAR TIE
4'-0"
TYPICAL SPLICE GABLE COLLAR TIE
INTERNAL SPLICE PLATE SAME THICKNESS
AS SPLICED BEAM TYP. ON EACH SIDE
OF BEAM
TYPICAL SPLICE GABLE SPLICE PLATE
_ APPLIES
FLILINE INC:
Coastal Aluminum Construction, ` _ ;
t025 S.-SEMORAN--BLVD.. SUITE 1093
4205 Metzger Road WINTER PARK FL. 32792
Ft. Pierce; FL 34947 T° (10» sus-z5po
I FAX (407�'679-9188 apTLppwNSLrQPAepsoriPe'
SECTION
, DETAILS
SCREEN E
'LAG SCREWS
O.C. MAX. —
1/4'x2' LAG SCREWS
O 24' O.C. MAX. —
_3/8'xk IAG,SCREW.TYP.'
1 EACH _SIDE OF BEAM
2'x2'xO.125 ANGLE W/ 4/10
TEKS. EACH SIDE OF BEAM
1'x2'
3/4'x3/4'
ALUMINUM FERRULE
3/80x8" LAG SCREW.TYP.
1 EACH SIDE OF BEAM
SCREEN ROOF
BEAM
2'x2'x0.125 ANGLE W/ 4#10
TEKS. EACH SIDE OF BEAM
1/4'x2' LAG SCREWS
O 24' O.C. MAX. --�
JMINUM FERRULE
ex8'. LAG SCREW,IYP.
EACH SIDE OF BEAM
TEEN ROOF
km,-
c2NO.125ANGLE W/4410
CS. EACH SIDE OF BEAM
DPTIONAL 1'z2'
FOR GUTTER WITH
SPLINE GROOVE
BOX
(RXrORS)
1_1/4-x2' LAG, _y\2'WY 125 O EACH
/ OPTIONAL. 1'x2' EACH SIDE OF BEAM
ANGLE FOR GUTTER WITH 24' O.C. ALONG 17x2' 2-2'x1/4' THRU—BOLTS.
SHIM SPLINE GROOVE SCREEN CHANNEL SIDE OF BEAM W/
THESE PLANS AND ALL PROPOSED WOR
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
OFIDER TO
CM0,Y SE NECESSAM IN ABLE CO®EII.
OMPLY WITH ALL APPLIC
Box BEAN
BUILDING DIVISION INSPECTION FOR
ALUMINUM, PRODUCTS INCLUDES ONLY
VISI9LE CONNECTIONS AND DETAILS.
ALL HIDDEN CONNECTIONS AND
DETAILS ARE THE RESPONSIBILITY
OF THE ALUMINUM CONTRACTOR.
(FIAT OR ANGLED;
1'x2' OR 2'x Y PURUN WTTH TAPCON OR / 10— 3' SCREW
24' O.C. WITH 1 TAPCON OR /10-- 3' SCREW THRU
2'x 2' ANGLE INTO WALL ON EACH SIDE OF BEAM
EXISTING MASONRY
WALL OR STUCCO
WALL WITH LAG BOLT
OR TAPCON ATTACHING
TO WALL OR STUD
2'X2%125 ANGLE O EAC
SIDE -OF BEAM W/ —
2-2'xt/4' THRU—
BOLTS.
BEAM TO STRUCTURAL GUTTER DETAILS & TO FASCIA / WALL
Coastal Aluminum Construction Inc FUUNE INC
0
4205 Metzger_ Road _ _ tozs,s sEMoi;nN LVD. urrE a
Ft. Pierce, FL , 34947 wlNii(.
.•>. 9 y
r
SECTION
1.3.2.140 B
SPAN I SCREEN ENCLOSURES
TABLES
6063
MANSARD=SPLICE -GABLE-
6 , _ .. ;
, T6;
140 M P.H:
ALUMINUM ALLOY: 6063-T6
WIND
ZONE :
140 MPH
MAX SPANS FOR ROOF BEAMS
1
MAX SPANS FOR WALLUPRIGHTS
FOR SCREEN & POOL ENCLOSURES. EXPOSURE B
FOR SCREEN 9 POOL ENCLOSURES
ALL WIND SPEEDSPRESSURE 10 PSF
11
EXPOSURE I 5 -
--
MEAN ROOF HEIGHT = 20 FT OR LESS
MEAN ROOF HEIGHr = 20 FT OR LESS
ROOF STYLE: MANSARD
- SPLICE GABLE
WALL UPRIGHTS
ROOF SPACING
I
I
UPRIGHT SPACING
5
6
7
8
9
4
5
6
7
.8
9
SPANS
SPANS
2 X 4 - CLEAR SPAN
V20'2
15'1
14'2
13'6
12'10
12-4
2 X 4 - CLEAR SPAN
13'4
12'4
11'8
11'1
107
10'2
2X4-1 SPLICE
167
157
14'10
14'1
137
2 X 4 - 2 SPLICES
18'1
ITT
16'2
IT4
14'10
2 X 5 - CLEAR SPAN
188
177
16'9
16'0
1S4
2 X,5 - CLEAR SPAN
167
15'4
14%
13'9
13'2
1218
2 X 5 -1 SPLICE
22-2
20-6
19'4
18'6
177
16-10
2 X 5 - 2 SPLICES
24'2
224
21'1
20'1
19'2
18'5
2 X 6 - CLEAR SPAN
237
21'10
207
197
18'9
18'0
2 X 6 - CLEAR SPAN
19'4
18'0
16'11
161
15'4
14'10
2 X 6 -1 SPLICE
25'11
24'0
227'
21'6
207
1 19'9
2 X 6 - 2 SPLICES
28'3
26'2
24'8
23'6
22'6
217
2 X 7 - CLEAR SPAN
28'11
26'11
25'4
24'0
2TO
22'1
2 X 7 - CLEAR SPAN
23'10
22'1
20'9
19'9
18'10
18'2
2 X 7 -1 SPLICE
31.10
297
27'10
26'4
25'3
24'3
2 X 7 - 2 SPLICES
34'8
32'3
30'4
28'9
277
26'6
2 X 8- CLEAR SPAN
334
30'11
29'1
278
26'S
25'5
2 X 8- CLEAR SPAN
27'4
25'5
23'1
22'9
21'9
20'11
2 X'8-1 SPLICE
36'8-
34'0
32'D
30'5
29'0-
28.0
2 X 8 - 2 SPLICES
40'0
37"7
34'10
332
31-8
30.6
2 X 9 - CLEAR SPAN
39-0
36'2
34'0
32.4
30.11
295 1
12 X 9 - CLEAR SPAN
32'0
29'9
28'0
267
25'5
24'6
2 X 9 -1 SPLICE
42'10
39'9
374
35'6
34'0
1 32'8
2 X 9 - 2 SPLICES
46'9
431
40'9
38'10
3T7
WS
2 X 10 - CLEAR SPAN
7
42.4
39'10
2 X 10 - CLEAR SPAN
3T6
34'9
329
287
2 X 10 -1 SPLICE
'1
46.6
439
*'44
E
2 X 10 - 2 SPLICES
'8
!64
50.9
4T9
Interpolation between spans Is permitted.
Interpolation between spans Is permitted.
NOTE 1: Roof spans are figured for knee braces of 4ft on the
horizontal. The difference in the knee brace length of less than
411 on the horizontal must be deducted from the span.
NOTE 2: Wall spans are figured for ]nee braces of 4ft on the
vertical. The difference in the knee brace length of less than
4ft on the vertical must be deducted from the span.
t3UILDF�ODECTION FOR
UCTSINCLUDES W
ALUMINUM
VISIBLE COHNECTIOPIS AND
ANDpILa
ALL IiIDDEt� CONNEC
e, .-raLs ARE THERE �� t
I F ULINE INC. O� THE ALU LrrH""" t -
THIS PAGE MAY NOT BE USED 1025 S. SEMORAN BLVD., SUITE 1093
WMgOUTA MASTERFILE WINTER PARK FL 32792
AUTHORIZATION LETTER TEL (407); 679 7500
ON FILE FAX (407)"679-91M GODONHSHEPARDSONP.E
E-MAIL" FLORIDAP.E-10M "- -
SECTION
1.3.2.140 A
SPAN
TABLES
SCREEN ENCLOSURES
CE GABLE .
6061-T5
MANSARD-S!EXPOsUpEC
140 M.P.H.
N-
f T
ALUMINUM ALLOY: 6061-T5
WIND
ZONE.:
140 MPH
MAX SPANS FOR ROOF'BEAMS
MAX SPANS FOR WALL UPRIGHTS
FOR SCREEN & 060L ENCLOSURES . EXPOSURE C
FOR SCREEN & POOL ENCLOSURES
ALL WIND SPEEDS PRESSURE 10 PSF
EXPOSURE C -
MEAN ROOF. HEIGHT 420 FT OR LESS
MEAN ROOF HEIGHT = 20 FT OR LESS
ROOF STYLE': MANSARD
- SPLICE GABLE
WALL UPRIGHTS
'
ROOF SPACI
UPRIGHT
SPACING
4
5
(61
i71
8
9
4
5
6
97/ 18
9
SPANS
SPANS
2 X 4 - CLEAR SPAN - _
1816
1T2
16'2
15'4
147
14'0
2 X 4 - CLEAR SPAN
13.5
12-4
11.8
1171 ,
107
10'3
2 P1JGF, `'
20'4
18-10
17'9
6'10
16'0
15'6
2�Xr4 LICESr
22-2
207
.19'_4j
F18'4
17'6
16'9
2 X 5 - CLEAR SPAN �:'
23'0
21'3
20'0
19'1
18'3
17'6 1
2X SPAN
16'8
15-5
147,
13Y0
13-3
12'9
2 X 5 -1 §FLICE
25'3
23'4
22'0
21'0
20'1
19'3
2 X5 -2 SPLICES _
277
25'6
24'0
22'10
21'11
21'0
2 X 6 - CLEAR SPAN
2 X 6 -1 SPLICE .26T
26'10
29'6
24'10
27'3
23.5
25'9
22-4
247
21.4
23'5
20'6
22%
12 X 6 - CLEAR SPAN
19'6
18.1
17.0
16'2
15'S
1410
2 X 6 - 2 SPLICES'`.
32.2
29'9
28'1
26'9
257
247
I
2 X 7 - CLEAR SPAN
32'11
30'8
28'10
27'4
26'2
25-2
2 X 7 -CLEAR SPAN
124.0
22'3
20'10
19'11
18'11
18.3
2 X 7 - 1,SNffCE
36'2
33'8
31'8
30'0
28'9
2T8
2 X 7.2 SPLIC S
39'6
36'9
347
32'9
31.4
30.2
2 X 8- CLEAR SPAN
38'0
35'3
33'2
31'6
30.1
28.11
2 X 8- CLEAR SPAN
27.6
257
24'1
22'11
21'10
21'1
2 -.PL
38'9'
36.5
34'8
33.1
31-9
"
21X!3r-21SPLICE,ST
42'3
39.9
f3Z911
6'1
34'8
2 X 9 - CLEAR SPAN
r44'5
41'3
38'9
36'10
3S3
33'11
2 X 9 - CLEAR SPAN
3T2
30'0.
28'2
26'9
257
247
2X9=1 SPLICE
45'4
427
40'6
38'9
3T32
X 9 - 2 SPLICES
49'6
46'6
44'2
423
40'8
2X10-CLEARSPAN
48'3
45'4
43'1
41.4
3978
2 X 10 - CLEAR SPAN
37'10
35'0
33'0
31'4
30'0
28'10
2 X 10 -1 SPLICE
57'1
53'0
49'10
47'4
45'S
437
2 X 10.2 SPLICES
62'3
57'10
54'4
51'8
497
47.9
1
Inle olation between s ans is perrnitted.
Interpolabon between spans is permifted.
NOTE 1: Roof s arc fill ed for knee braces of4ft on the horiwntal.
NOTE 2: Wall spm are figumd for knee braces of 4ft on the vertical.
The difference in the knee brace len th of less than 4R on the horizon
at �-
The difference in the knee brace length of less than 4ft on the vertical -
must be deducted from the s an.
must be deducted from the
THESE PLANS AND ALL PROPOSED WORK .
ARE SUBJECT TO ANY CORRECTIONS
REQUIRED BY FIELD INSPECTORS THAT
MAY BE NECESSARY IN ORDER TO APPLI E}S
\ Coastal Aluminum Construction Inc.
4205 Metzger Road
Pierce, FL 34947
FLIUNE INC.
1025 S. SEMO 11D...Ft.
WINTER PARK
TEL (407) 67FCw_
FAX (407) 679-91W
E-MAIL
- -
GORDON H SHEPARDSON RE
FLORIDAP.E IMM
y•
ny ra .
yk V A��P
w
�::, T•tst� r�Y. ivM'
050/-
/ oai-�
WE C�PV
a
FROM :Coastal Aluminum FAX N0,_,:772 468 02T37. sr. 07 2005 02:41PM P1
ZUW1N M h'Ry
LU I CIE COUNTY
FILE # 2546129JrOR BOOK 2147TAPAGERCUIT 329, Re ordedSAI01/227/2005 at 03:50 PM
0006
TbBECOMPLS7EDWXdNCON6RT¢U=&VYd4UR=jXgpy jgloao0
PEmv4LO /c12I rAaFotmp 33 - g03 —00 7E 6cm
COUNTY OF S� , 1'
THE UNDERBIONED HEREBY O1VES NOTICE THAT IMPROWMENT WH L HE MADE TO CERTAIN
LY ACCORDANCE WITH CHAPTER T18, FLORIDA STATUTES, THE FOLt,OWING R•IFORMATION IS PROVIp_R15 IN THId NO.
OF ACCORDANCE
E WITH CT. REAL. PROPERTY, AND
LEOALDESCRIPITON OA P$OFERTYGTiCLVDR �'Ra4)I'ADDRESS>p'A.VAtLADyE),
PHONE
PHONE
SURETY COMPANY(IF
PHONE p
BOND AMOUNT;__
LENDERWORTGAGI3
PHONE R;
FAX
FAX p: % %L" �i ff 0_ Z���
FAUX 4:
PERSONS WITHIN THE STATE OF FLORIDA DESIGNATED BY OWNER UPON WHOM 1L1Y BE SERVED AS PROVIDED DY SECTrON 718.13(1)CA)7., FLORIDA STATUTES; NOTICES
PHONE
W ADDITION TO HIMSELF, OWNER DEBIT
OF N
713.18(1XB), FLORIDA STATUTES,
PHONE p:
FAX
PAX p:
EXPIRATION DATEOF NOTICE OF COMMENCEMENT.
ABOVE, ARE EXI'1RAT[ON DATE Is ONE (1) yEglt FROM TI;E DATE OF RECORDING. SS DIF RR NT nemr• IQ
y mmu.RORAl8CD vem
3IGNA URE OF OWNIRR F-%PIBFB: JitiwuY40, 2U01
ap1^eO � �w'vroue umawnw�
SWTO CR D BEF B I L 4
20 (! % DY THIS �F„o1i ,
T PERSONALLY KNOWN ✓
,y, Oft PRODUCED
`\��v"� DI J TYPE OR ID
NOTARYSIONATURE
Iaaearotdrol�g„romu�Cw+eaarc�msmx.ew
ct;
M0roa
Property Appraiser - St.Lucie I ';Ity, FL Page 1 of 1
Richard A Shulman
Record: 1 of 1
Property Identification
Site Address:
10741 GREY HERON CT
Sec/Town/Range:
28 :36S :39E
Map ID:
33/28N
Zoning:
PROPERTY RECORD CARD
<<Prev Next»
Spec.Assmnt Taxes
PafcellD:
3321-803-0078-000-7
Account#:
35999
Land Use:
SF Res
City/Cnty:
ST. LUCIE COUNTY
Exemptions Permits Map
Ownership and Mailing
Legal Description
Owner:
Richard A Shulman J Shulman
RESERVE PLANTATION -PHASE IIA- LOT 74 (MAP 33/28N) (OR 935-
Address:
10741 Grey Heron Ct
2469: 1061-2416)
Port St Lucie FL 34986-3010
Sales Information
Assessment Final Value Total Land and Building
Date
Price Code Deed
Sock/Page
2004 Val: 557100 Land Value: 244800 Acres: 1.47
2/18/1997
100 01 OC
1061 / 2416
Assessed: 337116 Building Value: 312300
12/30/1994
95500 00 WD
0935 / 2469
Ag.Credit: 0 Finished Area: 3260 SgFt
11/16/1994
100 01 QC
0931 / 1142
Exempt: 25000
12/23/1988
57500 00 WD
0616 / 2712
Taxable: 312116
8/1/1988
438700 00 CV
0598 / 0466
TotalTax: 6810.37
Exterior Features
View: -
RoofCover:
CT - Done Tile
RoofStruct:
HP - Hip
ExtType: HA- - HA-
YearBlt:
1995
Frame:
-
Grade: A- - A-
EffYrBlt
1995
PdmeWall:
BS - CB Stucco
StoryHght: 0010-1 Story
No.Units:
1
SecWall:
-
Interior Features
BedRooms: 5
Electric:
MX- MAXIMUM
PrmintWall:
DW- Drywall
FullBath: 3
HeatType:
FHA - FrcdHotAlr
AvgHUFI:
STD
1/2Bath: 1
HeatFuel:
ELEC - Electric
Prm.Flors:
CU - Carpet
%A/C: 100
%Heated:
100
%Sprinkled:
0
Special Features and Yard Items
Land Information
Type Y/S
Oty.
Units Oual.
Cond.
YrBlt.
No. Land Use
Type
Measure
ENC2 - POOL ENC-AVG
Y
1
1480 AV
AV
1995
1 01 00-SF Res
LFCP-Front Ft
219
SWAV - RES POOL AVG
Y
1
450 AV
AV
1995
PA01 -POOL DK-AVG
Y
1
1030 AV
AV
1995
5AFT - 5AFT
S
1
1 AV
AV
1995
4AFT - 4AFT
S
1
1 AV
AV
1995
3AFT - 3AFT
S
1
1 AV
AV
1995
2AFT - 2AFT
S
1
1 AV
AV
1995
SDSF - SITE DEV S-F
Y
1
1 AV
AV
2001
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED.
THIS INFORMATION IS BELIEVED TO BE CORRECT AT THIS TIME BUT IT IS SUBJECT TO CHANGE AND IS NOT WARRANTED
Depth
291.97
http://www.pasle.org/PRC.asp?prelid=332180300780007 1/14/2005