HomeMy WebLinkAboutPlot Plan SurveyLEC 18 2019
ST. Lucie County, Permitting
LEGAL DESCRIPTION:
(Supplied by Client)
Lot 24 in Block 34 of
THE LINKS AT SAVANNA CLUB
according to the plat thereof
as recorded in Plat Book 40
pages 39
of the Public Records of
St. Lucie County, Florida.
MIN. S
FRONT —
ABBREVIATIONS:
SET - Set 6/8' irop rGbar t�yvilh
yellow cap marked PSM 55J3"
FD=Found 5/B" Iron Rebar
F.F.E.=Finished Floor Elevatio
OH —OH --OH-= Over Head Fires
X—X—X-= Chain Link Fence
-0-0-0= Plastic Fence
0--0---0— Food Fence
d FPL Tronsfarmer Pad
PL=Value os plotted
R = Radius of curve
L = Length of curve
kDelp of Curve
EAS. = Measured
CONC. = Concrete
C.P.= Conc(�to Pod
63 = Water Meter
= Power Pale
Utility Box
T = e[I
R.O. = Right of Way
�1l1r = Drolnaae Proposed
SURVEYORS NOTES:
1. Unless otherwise noted only platted easements
are shown hereon.
2. All Lot dimensions shown are per plat unless
otherwise shown.
3. No underground utilities or improvements were
located unless other$ise shown.
4. This site lies within Flood Insurance Rate Yap
Zone X Mapy 12111C283J Dated. 2-16-12
5. Flood Zone shown hereon is on interpretation
by the surveyor and is provided as a courtesy.
The flood zone should be verified by a
determination agency.
6. Bearings shown hereon are based on the Center
line of Five Iron Drive as being N45'07'55'E
according to the Plot described hereon.
7. P.U.D.E. denotes Public Utilities and Drainage
Easement.
B. The accuracy of this survey is premised on IN
expected use of the survey. The expected use /
purpose of this survey is mortgage financing.
Accuracy - 1 foot in 7,600 feet or better.
9. Additions or Deletions to this survey map by
other than the signing surveyor is prohibited
Without Written consent.
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3034
Five Iron Drive
CertItIed to: Elizabeth B. Shepherd & Rodney F. Higgins as Trustees
of the Elizabeth B. Shepherd Living Trust
Laurie Rusk SeWeg, P,A.
Old Re ublic ational Title insurance Company
SCALE: 1 "=30'
Atlantic Land Designs
of the Treasure Coast, LB746B
781 kT Jensen Beach e,ya. Jensen Beach, TL 54B51
Mailing Address:
P.O. Box 1421 Jensen Bench, FL 34958
ALD5543@gmeil.com (772)396-0290
DATE: 5 4 17
/ /
I hereby certify that the survey sholin hereon Is true and correct
and is based on actual medseurements taken In the field. This
survey meets the vinimua Technical Standards of chapter SJ-17 e, a a
Florida administrative code. �Q-1 WN
James A. �DlghaDyslanearrylamasAtezk"Jr. PSM 5543
aNttnatgn, ACeapo Jc.°vltlanac
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. emae.J11D550312:21Lc-04TO'
eslroJr. Ixtr.:m7.ss.es,xzxas-0aroo� ne,sar
NOT VALID VATHOUTAN AUTHENTICATED ELECTRONIC ha„o"
SIGNATURE AND AUTHENTICATED ELECTRONIC SEAL Sava°°
DRAWN: MC\JC
2097-0360
DATE:
REVISIONS
LAST
FIELD DATE:5/3/17
South Florida Aluminum Products
Applicable Codes, Regulations, and Standards
1. Ile 6th Edition (2017) Florida Building Code, specifically Chapter 16 Struc"Wdrft Chapter 20 Aluminum, and Chapter 23 Wood.
2. AA ASM 35 and Specifications for Aluminum Structures, Part I -A of tlhQ[hjyminum Design
Manual prepared by The Aluminum Associialion, Inc. Washington, D.C., Zt14l0 dgioq pnn
the Guide to Aluminum Construction in hi wind areas, 2010. n2 [(/N
3. ASCE 7-10. R+1/tt10D D
Loading Criteria �r 4vM0 (^9y0� e0t
1. Live Load: N/A
2. Dead Load: N/A
3. Wind Load:
3.1. Building Occupancy Category, Section 1604.5 and Table 1604.5; Risk Category 1.
3.2. Ultimate Resign Wind Speed: Vvcr = 150 MP1 Nominal Design Wind Speed: VAsa =
116 MPH
3.3. Exposure Category, Section 1609.4.3: Exposure C
4. Building Category for Aluminum Structures, Section 2002.6: Category Type 2 - Glass
Room: Non -Habitable, Unconditioned
Foundation Design
Existing concrete slab. No additional concrete footing or slab is required to resist the
loads Imposed upon the existing slab by the proposed construction if the existing slab is a
minimum of 4" thick and in sound condition, free from structural cracking, spalling, or
other deterioration.
The following specifications are applicable to this project:
1. All work shall be in accordance with the 6th Edition (2017) Florida Building Code, and any
other applicable local codes and regulations.
2. Aluminum extrusions shall be 6005 TS Alloy. Due to quality control issues, no
manufacturer substitution is acceptable without the specific written, signed and sealed
authorization of Florida Aluminum. Engineering, Inc.
3. Fasteners an, 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".
4. 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" firm ends and 12" center to center.
S. Approved concrete screw anchor; to be Simpson Tsien-FID or equivalent.
6. Door location shall be determined by contractor in the field.
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 I,- ASIM C 150
ii. Aggregates - Large Aggregate 3/4" max - ASTM C 33
iii. Aircmmirdng+/•I%-ASTMC260
iv.WaW reducing agent - ASTM C 494
v. Clean Potable water
vi. Other admixtures not permitted
b. Metal accessories shall conform to:
I. Reinforcing Bare - ASTM A615, grade 60
ii. Welded wine fabric - ASTM A185
c. Concrete slump at discharge chute not leas 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 I, 2, and 3 including hot weather recommendations.
e. Moist core 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 harder.
Ili. All aluminum components embedded within concrete shall be coated with a
bituminous paint or epoxy.
S. All lumber and plywood shall have grade marks and treatment identification and Shall
conform to the following:
a. Framing lumber shall be minimum too. 2 southem yellow pine and have a maximum
moisture content of 15a/a
b. Pressure treatments shall be osmosalts, osmose k-33, womansalts or celcure, as
recommended for the use condition. Pressure treated lumber shall be impregnated
with a cca salt treatment in accordance with Es. U-w-571 and bear the American
Wood Preservatives Institute quality mark IF-2.
c. Wall Sheathing: APA rated Sheathing, thickness as indicated, Exposure I.
d. Aluminum members that are uncoated shall be separated from PT lumber by 30# felt
paper, 10 mil polyethylene sheet or equivalent material.
9. Contractor shall provide Florida Product Approval information as to the exact window being
utiliudfor this project, including manufacturers specifications, and installation methods for
anchoring the submitted windows to Aluminum members and specific sizes as indicated on
A-1.
10. Contractor shall provide any additional backing (aluminum, wood etc..) and anolum av
required by the window manufacturers recommended procedures.
11. All glass panels within 24- of a door opening shall be of tempered glass per
FBGR308.4
12. All flashing and weatherproofing shall be provided by the contactor.
13. Use of these plans acknowledges and accepts a Iimit of liability not to exceed design and
engineering fee.
WIND SPEED AND EXPOSURE HAVE
BEEN DETERMINED USING THE ADVANCED
TECHNOLOGY COUNCIL'S WEBSITE
AND GOOGLE EARTH.
2X3
2X3
ND
EN
BEAM
BEAM
0
0
EXISTING
INSULATED
PAN ROOF
2X3XO.050
DGE
BEAM
31'-79"
3'-7j" 4-- 3'-9" 4 S-Sj" 4- 3'-9" -4-3--10' -4-- 3'-10" 4- V-10" -tf- 3'-9" 4
2X2X0.046 TO BE ADDED BEHIND ALL
UPRIGHTS SEE DETAIL
ALL EXISTING 2X3 FRAMING TO REMAIN
COMPONENTS & CLADDING - V=
DESIGN PRESSURES FOR VANDOWS / DOORS:
+24.3 PSF / -32.0 PSF
ADJUSTED CO-EFFICIANT FOR EXP C - 1.21
+29.4 PSF / -36.70 PSF
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12/04/19
REVISION
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ALUMINUM MEMBERS DIlVIENSIONS
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HOLLOW SECTIONS �EIVE
2 x 2: 2" x 2" x 0.046"
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2x 3: 2"x3"x 0.050"
2x4:2"x4"xO'050"
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SNAP SECTIONS
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2 x 4 Snap: 2"x4"x0.5"
SELF MATING (SMB)
2 x4 SMB: 2"x4"x 0.044"x 0.100"
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2 x 5 SMB: 2" x 5" x 0.050"x 0.100"
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2 x 6 SMB: 2" x 6" x 0.050"x 0.120"
2x7SMB: 2"x7" x 0.05T'x 0.120"
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2 x 8 SMB2" x 8" x 0.072"x 0.124"
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2x9SMB: 2"x9"x0.072"x0.124"
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2x10SM8: 2"x10"x0.092"x0.398"
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MINIMUM FASTENER EDGE DISTANCE: 1/2"
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MINIMUM FASTENER SPACING: 3/4"
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CONCRETE SCREW ANCHOR
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EXISTING TO 2' x 3" W/ (1) #12 x 212"
2" x 3" @ 6" O.C. W11ST 6" FROM
CONCRETE
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SEE PLANUPJAEVISION
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S EW 2" x 2' TO EXISTING 2' x 3" CONNECTION DEAIL`�SHEEP NO:
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