HomeMy WebLinkAboutBoundary SurveyLEGAL DESCRIPTION
Lot 10, Block 38, INDIAN RIVER ESTATES UNIT FOUR, according to the Plat thereof,
10, Page 49, Public Records of St. Lucie County, Florida.
PREPARED FOR:
Fidelity Funding Mortgage Corp., its successors
and/or assigns
Signature Title Florida Partners, LLC
Old. Republic National Title Insurance Company
Brenda J. Cole
Prepared By:
Regina C. Kamer, PSM#4363
Kamer Surveying, Inc. LB#7357
Fence Line
° 93.0'-
a
y 127.2'
V
Lot 10. 810
------ 92.0---------------
FIRC
PSM6330
0.72E
Prepared For:
Lot 9, Block 38
S90000'00" W 220.00'
v
LLJ
� o
LLJ9 �G
_ ;Z Cn
�,., CC
tCn cc
o e z w M w
LL Cn U C N I—
T
N j
r.% I I
co I
^ I
' Pump Ho se
37 V
a
o c i
Well and mp b1
-�
`, Carport ""
" r w
7.4'
-' ---�-
---------------
28.0'
T;; :
m;
am
:3 Septic
rC 1 q)
:2 C
Area
U
6 r
v
o
U
= o
Concrete i�
�?
f 1
(n Co
cn
°
4.0'
u=i U N
N
14.1'
32.1'
--------
-
n CAC
9'
SURVEYOR'S REPORT'
1 This Survey shall not be valid unless sealed with an embossed
as recorded in Plat Book Surveyor's Seal
2 No underground improvements have been located as part of this
_- 30.0'
it
Asphalt ___ II
Driveway
III
n
WM
Survey.
3 The last field date of this Survey was: 3-18-144 This Survey
was prepared using the Plat of Record only. No other documents
were provided and no search of the public records was performed
by this office.
5 The Survey shown hereon meets the requirement for field
accuracy in a suburban area as set forth by the Minimum
'
Technical Standards (5J— 1 7.050-052FAC).
30' Alley 6 By acceptance of this survey all parties agree that the signing
D
surveyor's liability is limited to the amount paid for said Survey.
LB4223in
----30-00'
----
Lot 25 accordanceUnless thise -noted aplot eand ghave been and tanverified by field
er wthe
with record
o
Imeasurements.
See map for bearing base.
I
8 Parcel/Lot line locations have been based on found survey
control along the center line of Buchanan Drive.
I
9 LEFT BLANK.
10 The Legal Description shown hereon was provided by the client
and/or his/her representatives.
11 No ownership of fence lines has been determined as part of
E
E
this Survey.
a
12 Off set calls to found survey control are relative to the
aI
nearest property corner, intersection of lines, point of curvatures
-.-, .
a
(PC), point of reverse curvatures (PRC) or other identifiable point.
W : f,
w.
13 Compliance with local zoning requirements and or with
o.�.
requirements set forth by other State, Public, and/or Private
entities has not been verified as part of this Survey.
ILEGEND
CIE - Covered Entry
CAC - Concrete Pad with Air Conditioning
CB - Catch Basin
rn .c
p I m
CBS - Concrete Block Structure
CMP - Corrugated Metal pipe
CPE -Concrete Pad with Pool Equipment
14- 6
41 ' .0 Ad . o
CTV - Coble TV Box
GV - Water Gate Valve
'f o o to
HiD - Fire Hydrant
C� b
OIL - Overhead Utility Line
o �-a
Z
I
PP - Power Pole
SSMH - Sanitary Sewer Manhole
TCB - Telephone Communications Box
UB - utility Box
WM - Water Meter
FCM - Found 4'x4'Concrete Monument
Pp 11.1 ' FlPC - Found iron Pipe with Cap
Line N90°00'00 "E 220.00 FIRC FIR -Found #5 Iron Rod
o PSM6330 FIRC - Found J5 Iron Rod with Cap
N Lot 11, Block 38 0.24'N SIRC - Set 15 Iron Rod with Cap 'LB#7357'
0.63'E y seet FlPC - Found 112' Iron Pipe with Cap
FM - Found Mog Nail
.°°- I S�: FMD - Found Mag Nail with Disk
FN - Found Nail
FNTT - Found Nail with Tin Tab
r. 6� '�tg< FPK - Found PK Nail
Ui i Vs7Ge FPKD - Found PK Nail with Disk
/ FRRS - Found Rail Road Spike
FN L/ /CO - in Pavement Cut Out
Brenda J. Cole
KARNER SURVEYING, INC. t6/V.UdL.W.
Residential & Commercial Surveying Services
2740 SW Martin Downs Blvd.1#333, Palm City, F1.34990
Phone: (772)288 7206 Fax:(772)223 8181fed V h
..,.,n ^^A,9 lenrnori8t-nrf•lr n-zf nA$ 1A, c„nas ve srveyor'r soot
Flood Zone Data derived by scaling
methods of the official FEMA Maps and
limited to the accuracy of such maps.
Flood Zone: X
Community J. 120285
Panel #: 0189
Suffix: J
Date: 2.16.2012
(Sh—eeeltTltle,
Boundary Survey
Sheet No.,
Sca7
e77
Date+
J-20-f4
rfeld Book+ , a f' 1
Bra. Dy+
CADD-1
1404.15
CARD Fife+ Fite No.,
Job No.,
f 403-f 4
IndRivEst
i
�� St Lipcie County a torte 1�HICIVLRJVIA vL I n�v,.vv•.. +•••
A
'CONTRACTOR: The Porch Fact3�=-va ; LLC
DESIGN CRITERIA: ��.
1. The 5th Edition (2014) Florida Building Code, specifically Chapter 16 Structural
Design, Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part 1-A of the
Aluminum Design Manual prepared by The Aluminum Association, Inc.
Washington, D.C., 2010 Edition and the Guide to Aluminum Construction in.high .
wind areas, 2010.
3. ASCE 740.
Wind Loads
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5:
Risk Category I.
2. Basic Wind Speed, Figure 1609C, State of Florida Debris Region & Basic Wind
Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic Wind Speed:
Vm.T =150 MPH, VASD=116MPH
3. Exposure Category, Paragraph 1609.4.3: Exposure B
4. Building Category for Aluminum Structures, Paragraph 2002.6: Building
Category 1- Screen Room: Non -Habitable, Unconditioned
or slab is reauired to resist
of 4" thi
or other
Roof Type
1. Roof Type: MONOSLOPE
2. Roof Material: 3" x 48" x 0.024" Elite 2000 Composite Panel,1.0 density foam,
Florida Product Approval Number FL 7561-R3.
Specifications
The following specifications are applicable to this project:
1. All work shall be in accordance with the 5th Edition (2014) Florida Building Code,
and any other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 T5 Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and
sealed authorization of Suncoast Aluminum Engineering, LLC.
3. Screen Material: Design based on 18/14 or 20/20 Better View. Any other material
must be approved.
4. Fasteners are required to be corrosion resistant, minimum SAE Grade 2 or better
zinc plated to ASTM B633, or coated stainless steel series "300'_', or uncoated
stainless steel series "400".
5. All Self Mating Beam Sections are to be stitched with either #14 screws 6" from
ends and 24" center to center or #12 screws 6" from ends and 12" center to center.
6. All Porch Factory Beam Sections are to be stitched with #12 screws, 6" from ends
and 12" center to center.
7. Where concrete specifications are required, whether in the screen enclosure scope
or not, by one or more regulatory agency, the following specifications are
applicable:
a. Concrete shall conform to ASTM C94 for the following components:
i. Portland Cement Type 1,- ASTM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Air entraining +/- 1%- ASTM C 260
iv.Water reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
i. Reinforcing Bars - ASTM A615, grade 60
ii. Welded wire fabric - ASTM A185
c. Concrete slump at discharge chute not less than 3" or more than 5". Water
added after hatching is not permitted.
d. Prepare and place concrete per American Concrete Institute Manual of
Standard Practice, Parts 1, 2, and 3 including hot weather recommendations.
e. Moist cure or polyethylene curing permitted.
f. Prior to placing concrete, treat the entire subsurface area for termites in
compliance with the FBC.
g. Concrete shall be placed over a polyethylene vapor barrier.
h. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
7. All flashing and weatherproofing shall be provided by the contractor.
8. Door location shall be determined by contractor in the field.
9. Use of these plans acknowledges and accepts a limit of liability not to exceed
design and engineering fee.
WIND S.' ') AND EXPOSURE HAVE
BEEN D° _ , [tMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
X2
2X2GIRT
(TYP)
7'-6-
COPY -Z LN
�• �� C LL
a
�•
� C) J
Q-' z c tc O
0
COND FASTENERS OR ATTACHMENTM ... • '�
ARE THE RESRONSIBUTYOFTHE P1R
OF �� PROFESSONAL SEAL
Or Ld
O ui a
6'-0' I 0 m
Z
o
A-3 A-3 OC C) m a m
1 X2 ui O 2 o: i
ATTACH TO FASCIA tal z ¢ z
2X2GIRT �j Z LU
Z W W
(NP) Z w 7 O 7
2X3 2X3 LE N I= -
END END 2X3XO.070
AND
BEAM
0 3X48'XO.024 0
1.0 DENSITY FOAM 1
COMPOSITE PANEL c o Z U
2X3XO.070PB
0 A_3 o fO N
1 EDGE BEAM 1 1X2 I Q Z
--�I Z_
F•• Z „^„ g
N smog
7'-6'
V 0LL, cc m 2
Z <NN
Z (D . n o
D Z M s
Ln LJJ m u W LL LL
16'-0'
3'X48'X0.024'
COMPOSITE PANEL
2X3
""
NN
r2X3XO.070
00
1X2
A-2 2X3GIRT
2X2
2X2
2X3
A-2 A-2 A-2
8'-0'
TICS PLAid 3 AND ALL PROPOSED WOW
ARE SOJECT TO ANY COP Eel"IQPgS
REQUIRED BY RELD INSr EC Ttd RS THAT
P0AY BE NECESSARY 1.11 ORDER TO:
0011 11"Iff W1 i = I ALL l[UPPL,CP E Cob.!E3.
/T/Oy'
ST. LUCIE COUNTY '
BUILDING DIVISION
REVIEWED
FOR COMPLI
REVIEWED BY
DATE
PLANS A PER
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
CA
Cn
OWG o
❑ Q
Q Q U
W �acm
O J�Q'r�i
d UCD
vOU-U-
DRAWN BY
TP
DATE DRAWN
07/13/17
REVISION
SHEET NO:
A-1
ALUMINUM MEMBERS DIMEN S
i_
HOLLOW SECTIONS
2 x 2: 2" x 2" x 0.046"'
2 x 3: 2" x 3" x 0.050"
2x4: 2"x4"x0.050"
2 x 5: 2" x 5" x 0.050"
OPEN BACK SECTIONS
1x2: 1"x2"x0.040"
1x3: 1"x3"x0.045"
SNAP SECTIONS
2 x 2 Snap: 2" x 2" x 0.045"
2 x 3 Snap: 2" x 3" x 0.050"
2 x 4 Snap: 2" x 4" x 0.045"
SELF MATING (SM 3)
2 x 4 SMB: 2" x 4" x 0.044" x 0.100"
2x5 SMB: 2" x 5" x 0.050" x 0.100"
2 x 6 SMB: 2" x 6" x 0.050" x 0.120"
2 x 7 SMB: 2" x 7" x 0.057" x 0.120"
'2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2x9SMB: 2" x 9" x 0.072" x 0. 124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
MINIMUM FASTENER EDGE DISTANCE: 1/2"
MINIMUM FASTENER SPACING: 3/4"
CONCRETE SCREW ANCHOR:
SIMPSON TITEN HD OR EQUIVALENT
SHEET METAL SCREWS (SMS):
ITW / BUILDEX OR EQUIVALENT
PFB: PORCH FACTORY BEAM
1/8" x 2" x 2" EXTRUDED
ANGLE 5052 H32 ALLOY EA -
SIDE
2 "4•R MIN CONC
;ANCHOEMBEDM�EE
SLAB / FOOTING
SEE PLAN
(1) 3/8" DIA. CONCRETE
SCREWANCHORS
(21/4" CONC. EMBED)
5q
• ', ' 7 1!{• MIN CONC
y AN.HOREMBEDMEh
T = a A
MIN�d' p
SIDE VIEW
x 2" O.B. BASE PLATE -TYP
5d MIN EDGE DISTANCE FROM
EXTERIOR OF COLUMN TO
OUTSIDE EDGE OF SLAB
(1) 1/2"DIA. THRU BOLTw/NYLOCK
JAM NUT - IN LIEU OF NYLOCK JAM
NUT, JAM NUT w/ THREADLOCKER
MAY BE USED
TIGHTEN TO CONTACT - DO NOT
OVERTIGHTEN
�• ° 4. ., a 1" x 2" BASE PLATE ANCHORED TO
e n a CONC W/1/4" CONCRETE SCREW
ANCHOR (MIN. 1 114" EMBED)
SLAB / FOOTING • • "' w ;t _ 6" MAX EACH SIDE OF POST AND
SEE PLAN 24" O.C. MAX
FRONT VIEW
B UPRIGHT TO CONCRETE DETAIL
A-2 SCALE: NTS
0
OPTION 1:
2" x 2" x 1/8" ALUM ANGLE
WI (4) #10 x 5/8" EACH SIDE
CHAIR RAIL
OPTION 2.
0.040" x 1 1/8" x Tx 1 1/8"
INTERNAL OR EXTERNAL
ALUM RECEIVING CHANNEL
W/ (3) #10 x 3/4" INTO
GIRT EACH FACE & (3)
#10 x 3/4" INTO UPRIGHT
x PATIO
C GIRT TO POST DETAIL
A-2 SCALE: NTS
1 " x 2" O.B. FASTENED TO CORNER
I
l p �� �+�pp
f f�i.�'(�. PUNS AND ALL RR POSED U���a1W
I j TOP& BOTTOM RAILS. TYPICALLY @
24"O.C.
1/8"x2"x2"EXTRUDED
ARE U I e BI
�� /� I fIJ�� I)'�19�
l
ANGLE 5052H32ALLOY
• • (4)#14x3/4' SMS
l 1/8" x 2" x 2" EXTRUDED ANGLE 5052
• • INTO DJ
�t ' 1 Y� t� ! i� 5 c� L� Y� p
REQUIRED B FIELD t!�` PEGTORR IJ-iA CORNER POST
� 7 t H32ALLOY EACORNER W/(2)#14x2"
Pp 11 tp / _
r-0. Y t y 14ECE+r3S}CRY 1 �rlA E j
1 ! SMS INTO POST & (1) 3l8" DIA.
I CONCRETE SCREWANCHOR INTO
CO (i- W}i H_tppI PPLI` AZLE Cbl�EGCONCRETE
�T'7 i-is�2)#iox11/2"SMS
6„
CONCTHRU
SCREW BOSSES
SLAB / FOOTING
° •a
U�ANCHCRE-MBEDMENT
_
IN
2 CONC
SEE PLAN
: c .,
CHOR EMBEDMENT
°'
WOOD: SLAB / FOOTING
ti " q ; a•' •s
) #10 x 3" WOOD SCREWS, 6" SEE PLAN
+1 4 °
FROM GIRT & @ 12" O.C.
CONC:
a
SIDE VIEW
1/4" DIA. x W CONCRETE
SCREWANCHOR, 6"
SIDE VIEW .
FROM GIRT & @ 24" O.C.
2° '{ CORNER POST W/ 1"x 2" @
(4) #10 x 1 1/2" INTO
(4) #14 x 3/4"SMS
1 I BACKSIDE
1
I
SCREW BOSS
INTO POST
(1) 318" DIA. CONCRETE
SCREW ANCHORS
j 2" x 2" DJ
_ , _
318" x LENGTH AS REQUIRED
(21/4" CONC. EMBED)
I FOR 21N' EMBED CONCRETE
(
I
SCREW ANCHOR INTO
I
CONCRETE
-
- -- - -
1" x 2" BASE PLATE
-
_
ANCHORED TO CONC W/ 1/4"
�2"
°. ••
CONCRETE SCREWANCHOR
r
i
x 2" OR 2" X 3 HOLLOW N 1 114" EMBED)
*
r ' ', si • °
I SECTION GIRT6" MAX EACH SIDE OF POST
° • 4'°
°
1"x 2" BASE PLATE
; ; ' • •.
AND 24 O.C. MAX
L
ANCHORED TO CONC W/ 1/4"
` °'. a' a
6:
CONCRETE SCREWANCHOR
• °
;4.' °:
1"x2"
�- "
(MIN.11/4"EMBED)
a
6" MAX EACH SIDE OF POST
° •.. ; ®°
•'
AND 24"O.C.MAX
6„_ tl. ;e,,
°: , ;.,°••,a
FRONT VIEW
FRONT VIEW
rJDJ-1
DOOR JAMB TO CONCRETE DETAIL
1X2 TO HOST STRUCTURE DETAIL CP-1 CORNER POST TO CONCRETE DETAIL
SCALE: NTS
A_2 SCALE: NTS A_2
SCALE: NTS
SEAL
0 C.
0El
OC
O
Ld c
,,;
n
WG
Z
m
Q
IY
z ILL
LL
O
m
��
z
�a
0
oc
m
.LLI LL
0.2
LLI
Z
z W
Vf
Qcc W
L!J Z
G Z -
03
FW-�
u
W
VI uJ
HLL 9
r
r
N
(�
Q Z ~
Z
N
Z P
tmgg
c�
It
Z
O LLI � eNn m
w V1W
Z
W
U a N
=
njil
Z 3 io
o
g
s
EnLLI " u FW-
LLJ
z
fY
0
Q
Z
D
U
1a
LLI
C V
w
= Q co
O
-1 2 M
OHO
C.
U V LL LL
DRAWN BY
TP
DATE DRAWN
07/13/17
REVISION
SHEET NO:
A-2
W x 0.062" ALUM
RECEIVING CHANNEL
W/ #12 x 34' TOP AND
BOTTOM AS END CAP
(2) 3/8" DIA.
THRU BOLTS
1" x 2" W/ (2) #10 x 2" SMS
INTO SCREW BOSSES INTO
UPRIGHT & (1) #10 x 2" SMS 6"
FROM EACH SIDE OF UPRIGHT
& @ 24" O.C.
#14x47/6"SMSW/
•1 1/2" DIA. NEOPRENE
FACED WASHER @ 8" O.C.
3" COMPOSITE PANEL
1"x 1"x 1/8"ALUM
ANGLE W/ (3) #12
x 3/4" SMS EACH SIDE
-EDGE BEAM
UPRIGHT OR POST
-SEE SHT FOR ADD'L
MEMEBER INFO.
S COMPOSITE ROOF TO POST CONNECTION
A-3 SCALE: NTS
0
W COMPOSITE PANEL
(2)114" DIA. x 3"
LAG SCREWS
@ 6" O.C.
S-TCOMPOSITE PANEL TO FASCIA:DETAIL
A-3 SCALE: NTS
1 1/2" x 21/8" x 1 1 /2" x 3" x 0.062"
ALUM RECEIVING CHANNEL
W/ (4) #12 x 3/4" SMS EACH
SIDE INTO BEAM
i
Ci
o J
a: w
IW- o' Q
a
o
R .
EXISTING HOST WALL
(2)1/4" x 3" QUICKSET
ANCHORS INTO WALL
WOOD:
(2)1/4" x 3" LAG SCREWS
INTO WALL
S-2 BEAM TO HOST STRUCTURE ATTACHMENT DETAIL
A-3 SCALE: NTS
OC
O
Li
a
e
ui
LL
a° z
IL
O
0m am
w
LLI
C
��.
u
S
LLI
Z
N�
z z
Z�
LLICaN
z G z
Z
W
W� x=
in
c
u
Z
c
y
mm
a LLIW.,TT
WLLmm
z I
O
U Z
Z (D
qq
i
N Lu
N
LLI
z
Q
0 z
Q Q U
UWN
W_ :)00
O �oM
F- O J
a 0'4'TLL.LL
TP
DATE DRAWN
07/13/17
REVISION
SHEET NO:
A-3