HomeMy WebLinkAboutPlat Of Survey-Tr
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MERIDIAN
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1717 E IDAN P=BT VD, STATE 201
vr�}ZO BBC$ FL_ 32960 L3*6905
PEOL,E: 771-794-L13, FA%i 772-794-1096
EIvL�L: INFO@,iYA S-LB6905. C014I
Legend € Abbreviations: (symbols not scaleable for size)
PLS -
PROFESSIONAL LAND SURVEYOR
®
TELEPHONE SERVICE
PSM -
PROFESSIONAL SURVEYOR 6 MAPPER
-
CAB ET.V_ BOX
LB -
LAND SURVEYING BUSINESS
_
® -
ELECTRIC BOX
C -
CENTERUNE
Kl -
UGHr POST
R -
RADIUS (R). - RADIAL
-
WELL.
L -
LENGTH (NR) - NON -RADIAL
Q° -
HYDRANT
p -
OELTAANGLE
b -
GATE VALVE
FJP -
EDGE OF PAVEMENT
-
•IRRIGATION VALVE
BIC -
BACK OF CURB'
® -
WATER METER
B.M_ -
BENCHMARK
SO -
SANITARY MANHOLE
POC -
PCINT OF COMMENCEMENT
SANITARY SERVICE
POB -
POINT OF BEGINNING
® -
SEPTIC TANK
(PCP) PERMANENT CONTROL POINT
@ -
DRAINAGE MANHOLE
PCP ' -
PERMANENT CONTROL POINT
® -
CURB INLET
O -
(PRAT) PERMANENT REieRENCE MONUMENT
-V -
CATCH BASIN
FIRM -
PERMANENT REFERENCE MONUMENT
® -
MITERED END SECTION
0 -
OP) IRON PIPE
-
CONCEPTUAL DRAINAGE
IP -
IRON PIPE _ OAKTRE
-
STREETSIGN
m -
QRC) IRON ROD A CAP
-
PROPOSED GRADE
IRC -
IRON ROD 6 CAP
NAVO -
NORTH AMERICAN VERTICAL DATUM
E7 -
(CM) CONCRETE MONUMENT _ PALM TREE
. 0
TYPICAL ELEVATION
CM -
CONCRETE MONUMENT
_
A/C
AIR CONDITIONER(M)
FD -
FOUND
MEASURED `
CONC.-
CONCRETE
(P) -
PLAT - PINETREE
F.F. -
FINISH FLOOR
(C) -
CALCULATED
BSB -
BUILDINSSETBACKUNE
E— -
GUV7WIRE
PJELEV.
- E-NAITON
WOOD UTILITY POLE
RLW -
RIGHfT OF WAY
AS -
AS -BUILT
FT. PIERCE CUT
J
GD�58R4APP�E1 �.
£�SptaaR,6
Report of Survey, (Project #137024-5)
TYPE O' SJRVE't BOUNDARY i iCPOMAPHIC
THIS SURVEY PERFORMED BY,.
MERIDIAN LAND SURVEYORS l.B16905•
1717 INDIAN FdVDR BOULEVARD. SUITE 201
VERO LEACH, FLOIOA 32960
PRORMCNAL SURVEYOR k MAPPER N REEPCHSBLE CHARGE
CHARIb R BLANCHARD PSM,j 5755 .
THE EXPECTED USE OF THE LAND, AS CLASSFIE1 IN THE FLCRDA STANDARDS OF PRACTICE
(5J-17, FLORIDA ADMINISTRATIVE CCDE)-LS SUBURBAN. THE UNLIUM RELATIVE ACCURACY FOR
THIS TYPE OF 80UMOARY SURVEY IS I FOOT N 7 `0l THE MEASUREMENT AND CALCIIUTICN OF
A CLOSED GEOMETRIC FIGURE WAS FOND) To-BEJN EXCESS O THE ACCURACYiRECNROFEN.
THIS SURVEY UEETS OR EXCEEDS All APPUCABLE; REanREUENTS OF THE FLORIDA STANDARDS
OF PRACTICE , AS ESTA9JSCD N CHAPTER 5,1-17, FLORIDA AOI✓)M wTIVE CODE. •
EII:YATIONS AND DIMENSIONS SHOWN HEREON ARE MEASURED N`Fal AND OECLEAL PARTS
THEREOF.
• THE LAST DATE OF FIELD BEAK WAS: 09/01/16
. BEARINGS HEREON ARE REFERRED 1& AN ASSUMED VALUE OF IM JB-39-W F R R THE OMER LIHE
OF SHORE SEE DRIVE; SAN BEARING IS IDENTICAL WIN THE PLAT O RECORD
I I5 SURVEY DOES NOT CERTIFY 70 THE EXISTENCE OR LOCA71CU O ANY UNDERGROUND
IMPROVEMENTS UID.EIIES, FLUN✓DATIO4 CR ENCROACHMENTS, CWT AS .SHOWNL
P�
\ t��o-s NpGE
'21i �49 Io OE'OR T .
0_lh91N3E PROIFCED AREA'
ESTAWSIIID 11-16-l991
.PER fZ00D 1NS0RANCE RATE 11AP f12111C009S
DATED fOBRUARY 167N 2012 N
i
- . 1��
TYPE: BOUNDARY & TOPOGRAPHIC
PROJECTQ 13-024-05
DATE 10/03/16 F.B. 247 PG 4
DRAWN B-, O.B.
CHECKED 8-,, CN.B, .
SCALE ?-=20' 5'-IEET: I of I
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• NO IN O' RECORD REGAfITNG F-91OWNIiTS RC•HT�'f-TIAYS, OR OWNER9p WERE
SUPPLIED i0 THIS 91RVEl'O� IXIiFT AS Si0R1L
PLIED 0
_
• NO T]TLE OPINION CR GUARMZ 15 EXPRESSO OR IMPLIED.
• UNLESS A COMPARISON IS SHORN, RAT VALUES AND IMEASNED VALUES ARE THE SAVE
N o r t FI
• LEGAL DESCRIPTION 5 AS PROVIDED BY THE CLIENT.
_
• 'PC PARCEL OF LAW SHOWN HERECH APPEARS TO BE IN FLOW ZONE `.0 AND AE-I PER
GRAPHIC SCALE
RDOD INSURANCE RATE MAP jIZlnCDO93 L DATED FTS 16, 7012,
ZI TI Zi
` THE ELEVATIONS SLOHH HEREON ARE BASED ON 111E NATICIAL GCDETIC VERTICAL OATINF,
I
(NGA'DL OF 1S29_ THE ESTABLISHED BENCHMARK FOR THIS SURVEY IS' A NATIONAL GEODETIC
_
SURVEYING MONUMENT (NGS) P M ELEVATION 29$'NGVO.
( IN FEET )
' ALTHOUGH BASED ON THE BEST AVM.ABLE• INFORMATION THi£_B1ILONG SEEBACKS SHORN
1 inch = 20 -ft.
HEREON ARE NOT CERTIFIED AND MUST BE VERIFIED PRIOR TO OESGH OR OR610UCDO.
• ADDITIONS ON DELEERC a5 TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SGNNG PMYY OL
PARTIES IS PROF EM WHOUT THE WRITTEN CONSENT OF 1HE SRIDNG PARTY OR PARTIES
'
BUILDING SMACKS (BSBr
CerHed TO: 'LEGAL DESCRIPTION_
FRONT - 25'
.
- LOT 5, TARPON FLATS SUBOrASION,
REAR - 15' Wrt
1) ACCORDING TO THE PLAT THEREOF, AS
SIDES - 7.5
�
3) RECORDED IN PLAT BOOK 63, PAGE 27, OF
VE
THE PUBLIC RECORDS.OF ST_-LUCIE
A00RE55 3927 SHORE SIDE 0R _
-
COUNTY, FLORIDA
.8ENCHMARK
PCPPLBN..DO5 DISK 13 0
AT POINT OF 10T Tv11 N
$� RO
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REVISIONS - -1 _PLAT OF SURVEY FOR
7Hf5 SURVEY IS NOT VALID WliNOI'J7 THE SIGNATURE AND iNE
ORIGINAL RAISED SEAL OF THE FLORIDA UCENID SURVEYOR
AND MAPPER NAMED BELOW-
, q -
PHOI
ADDED HOUSE O.B.
DESCRIPTION 8Y GiARLFS H BLANC HARD, P.S.,W .4 55
I C ,ate
OT 551NO10
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p0F y ERE5.7 10'
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CONTRACTOR: Screen Builders, Inc.
DESIGN CRITERIA:
l
Applicable Codes, Regulations, and Standards
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 7-10.
1. Building Occupancy Category, Paragraph 1604.5 and Table 1604.5: Risk
Category 1.
2. Basic Wind Speed, Table 1609C, State of Florida Debris Region & Basic
Wind Speed, Paragraph 1609.3.1 and Table 1609.3.1 Equivalent Basic
Wind Speed: VOLT =150 MPH, `IASD =116 MPH
Exposure Category, Paragraph 1609.4.3: C
Building Category for Aluminum Structures, Paragraph 2002.6: Building
1. Roof Type:
2. Roof Matei
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. 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 batching 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.
3. Aluminum extrusions shall be 6061 T6 Alloy.
4. Screen Material: 18/14 screen or 20/20 Better View. Any other material
shall be Approved by Suncoast Aluminum Engineering, LLC.
5. 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".
6. All Self Mating Beam Sections are to be stitched with #14 screws 6" from
ends and 24" center to center.
7. The minimum nominal thickness of protector panels (kickplates) shall be an
industry standard of 0.024 inches.
8. Door location shall be determined by contractor in the field.
9. All flashing and weatherproofing shall.be provided by the contractor.. .
10. When installing pavers over concrete slab or footing which are
supporting aluminum members, such as continuous screen tracks or upright,
the pavers must be bonded to the concrete with an epoxy, thinset, or 3,000
PSI,grout to ensure full positive contact with concrete.
11. Use of these plans acknowledges and accepts a limit of liability not to
exceed design and engineering fee.
18'-0"
1X2 0-
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2X3
1X2
1X2
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A-2
3'-0" 7'-6" 7'-6"
CONCEALED FASTENERS OR ATTQ
ARE THE RESPONSIBILITY OF T
0ONTRAPTO1-► OF K&00RD
_ oui
rj:-Z
'U o O�
EN'S PROFEA41bUL1SEAL
` HHESE PLANS ANO ALL PROPOSED Yl ORP%8 '
ARE SUBJECT TO ANY CORRECTIONS .
REQUIRED BY FIELD INSPECTORS THAT
ft..-. MAY BE N ECESCARY IN.ORUER 00 :u
COMPLY -WITH XL AOLICA U! CODES.'
:w*- d3s�
S g. LUCIE COT-71-T'I'V �UMD!NC- DIi01N
P-W WED FOR C i 2LL4d`VCE
DATE
rT _ S A 'D Pl✓?:011T MUST PE a�PT ON10+
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DATE DRAWN
05/30/17
REVISION
SHEET NO:
A-1
S
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a
C
0
ALUMINUM MEMBERS DEVIENSIG'
HOLLOW SECTIONS
2x2: 2"x2"x0.046"
2x3: 2"x3"x0.050"
2x4: 2"x4"x0.050"
2x5: 2"x5"x0.050"
OPEN BACK SECTIONS
1 x 2: 1" x 2" x 0.040"
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 (SMB)
2x4SMB: 2" x 4" x O.OW'x 0. 100"
2 x 5 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 T'x 0.05T'x 0. 120"
2 x 8 SMB: 2" x 8" x 0.072" x 0.124"
2 x 9 SMB: 2" x 9" x 0.072" x 0.124"
2 x 10 SMB: 2" x 10" x 0.092" x 0.398"
21/2" x 1/8" x (GIRT OR PURLIN
WIDTH + 1/2" x BEAM DEPTH
OR UPRIGHT DEPTH -1/2'j
ALUM BACKING PLATE
INTERIOR FASTENING
(4) #10 x 1 1/2" SMS. INTO
SCREW SLOTS EACH SIDE
FOR COLUMNS W DEEP OR GREATER
INSTALL 2" x 3" x 2" LONG x 1/4" ANGLE
EACH SIDE OF COL W/ (4) #14 TO COL
& (1) 3/8" x 4" LG. TAPCON TO CONC.
!OON
@ EACH ANGLE
7PAVER:DECKS
TES TO FTG.
, _...S.0 +, :MIN_ ✓ . -.
N.
3" FROM EDGE
TO BOLT (MIN.)
LIP ANGLE
I�
/8" x 7" LG. TAPCON TO _
ONC. (TYP.) @EACH ANGLE
1 /4" x 3" TAPCON
@ 24" O.C.
3/4" MORTOR
BED MIX
COLUMN ANCHORING
DETAIL
FOR W,4"&5"COL. USE 2"xW
x 2" LONG x 118" ANGLE EACH
SIDE OF COL W/ (4) #6 TO COL
& (1) 3/8" x 4" LG. TAPCON TO
CONC. @ EACH ANGLE
#6FOR 3",4"&5"COL OR
#14 FOR 6" COL. OR GREATER
(1) 3/8" x 4" LG. TAPCON TO
CONC. (TYP.) @ EACH ANGLE
1/4" x 3" TAPCON
@ 24" O.C.
DELETE 1"x 2" FOR
rOPEN PORT(TYP.)
�rr�verc� •�•aa ". •• .� .
STRIP FOOTING aQ 4 a; s a r
O T VIEW 4" CONC. SLAB W/ MIN
NO "" x 8" FTG. W! (1) #5 REBAR
• ANGLES ARE NOT REQUIRED FOR 202 OR 2" x 4" x 0 05O" DOOR JAMB COLS i
Att Al CONCRETE TO BE 2 x 2 x 1/8' x Z' LONG. USE ONE
ANCHOR PER CLIP - MIN. TWO ANCHORS PER COLUMN IN ALL CASES.
• 3/8" DIA. BOLTS MAYBE "ASHLEY-QUICKSU, AKATAPCON ANCHORS.
SCALE:NTS
1 WOOD:
I 00 WOOD SCREWS, 6"
FROM GIRT & @ 12" O.C.
CONC:
1/4" x 3" TAPCONS, 6"
FROM GIRT & @ 24" O.C.
CHAIR RAIL
SHEETA-1 FOR SIZE) SCREW BOSS INTO
IN
I SECTION GIRT
x UPRIGHT
EE SHEETA-1 FOR SIZE)
(:
C CHAIR IL TO UPRIGHT DETAIL
A-2 SCALE: NTS
C-' 1X2 TO HOST STRUCTURE DETAIL
A_2 SCALE: NTS'
I
WHEN THERE IS NOT PLYWOOD'.
FASTEN TO WOOD TRUSSES W/ CONC. HEADER:
#14X3" LAG SCREW @ 24" O.C. 1/4"x W TAPCONS
@ ZV O.C.
@ 12" O.C.
1"x 2" HOLLOW
SECTION
WOOD COLUMN:
#10 WOOD SCREWS
@ 12" O.C.
1/4" X W' IAI'l:U1NA
@ 24" O.C.
1"x 2" HOLLOW
SECTION
EXISTING COLUMN
B-1 1X2 TO HEADER DETAIL
l4_2 SCALE: NTS
I x W SMS THRU
INTO CHAIR -RAIL
N BOSSES
JAMB
C'2 CHAIR RAIL TO DOOR JAMB DETA
A-2 SCALE: NTS
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DATE DRAWN
05/30/17
REVISION
SHEET NO:
A-2
\off
Fie C®
= a-. *c'1 o: z
W'Z
PROFE SSIONAL SEAL c
a
EXIST. WOOD HEADER
� LLi c
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CONTINUOUS OPEN t
#10 @ 24'O.C. _ I BACK OR HEADER, Q O10 LL
ELSEWHERE SEE PLAN V$ z g z - U'
1/8"x2"x3"x2"ANGLE w Q w Z
EACH SIDE OF UPRIGHT �' C) m m LL
(2)1/4'DIA.x21/2"EMBED W S
LAG SCREWS INTO W
HEADER LAI�UPRIGHT 2 Lu �Z++ w
Lu
(4) #10 x 3/4" SMS LLJ u O u
INTO UPRIGHT W cn id H LL d
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B-2 UPRIGHT TO EXISTING WOOD FRAMING BEAM DETAIL z
A-3 SCALE: NTS Z V 0 v
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AT 24" O.C. MAX N W
" x S' LONG > c (2)1/4
(2)114" x 5" LONG W c
LAG SCREWS LAG. SCREWS I= p u
EXIST. MASONRY OR CONCRETE BEAM EXIST. SHEATHING 0 W o
& STUCCO Q U) W c
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1/4" DIA. x 2 l/4" CONTIBACK NU US OPEN
I i Q � O -
EMBEDLDT d M 0
AT 20" O.C. i SEE PLAN ICONTINUOUS OPEN
1/8" x 2" x 3" x 2" ANGLE i R HEADER,
1/8" x 2" x 3" x 2" ANGLE INTO UPRIGHT EACH SIDE OF UPRIGHT 1 SEE PLAN DRAWN BY
EACH SIDE OF UPRIGHTJ (2)1/4" DIA x 1 12" MIN. TP
(2) 1/4" DIA. x 2 VT EMBED UPRIGHT EMBED INTO HEADER
LTD INTO HEADER (4) #10 x 3/4" SMS INTO UPRIGHT DATE DRAWN
UPRIGHT 05/30/17
FRONT VIEW REVISION
B-2 UPRIGHT TO WOOD FRAMING DETAIL
B-2 UPRIGHT TO EXISTING MASONRY OR CONCRETE BEAM DETAIL A-3 SCALE: NTS
A-3 SCALE: NTS 3
SHEET NO:
A-31