HomeMy WebLinkAboutConstruction PlansRECEIVED
MAY if 9 2011
permiwas Oap®runfant
of, Will county
4k
LEGAL DESCRIPTION
LOT 164, NETTLES ISLAND PROJECT SECTION 2, ACCORDING
TO THE PLAT THEREOF, AS RECORDED IN PLAT BOOK 16,
PAGES 1, IA THROUGH IJ, OF THE PUBLIC RECORDS OF ST.
LUCIE COUNTY, FLORIDA.
Q'
9 1/2"
4
s sa 3a, •E 141.01' D
EW STAIRS Ile
HOUSE 36'
1/2°'
LOT 115.E .b
LOT 115J
T
A/C - AIR CONDITIONER FNB. - FOUND
CDNC. - CONCRETE COVT - CDVERED
I.P. - IRON PIPE I.B. - IDENTIFICATION
I.& - IRON BAR E.O.P. - ECGE OF PAVEMENT
O,H.W. - OVERHEAD WIRE LB - LICENSED BUSINESS
R/W - RIGHT-OF-WAY N, If W. - NAIL & WASHER
C.M. ^ CONCRETE MONUMENT P.B. - PLAT DOW PG. - PAGE
N - NORTH E - EAST W - WEST S - SOUTH
NA.V:D. 88 - NORTH AMERICAN VERTICAL DATUM 1988
N.G,V.D. 29 - NATIONAL GEODETIC VERTICAL DATUM 1929
SET I.B. - SET 5/W IRON DAR CAP #4459
(P) - DENOTES DISTANCE, ANGLE 13R BEARING BY FURNISHED
DESCRIPTION
(F) - DENOTES MEASURED DISTANCE, ANGLE OR BEARING
(CJ - DENOTES CALCULATED DISTANCE, ANGLE OR BEARING
&I - r`FNTERU INE
EXIST WALL LINE
2x6COA
EA. SIDE
EXIST FLOOR LINE
2 x 6 WOOD BD
AGAINST HOUSE
BETWEEN POST
2 x 6 ON SIDE OF 4 x 4
2/ 2- Y2' GALV. LAG BOLTS 31' -
INTO PO5T
4 x 4 P.T. WI) POST
2 x 6 WOOD JST
@ 16" O.C. WO SIMPSON
LU 26
14.GO t4i
46'-0 3/161'
�4' -9
4
ko1163
SITE PLAN
SURVEYOR'S NOTES
L SURVEY OF DESCRIPTION AS FURNISHED BY CLIENT, UNLESS
OTHERWISE NOTED.
2, LANDS SHOWN HEREON WERE NOT ABSTRACTED FOR
EASEMENTS, BUILDING SETBACKS, AND/OR RIGHTS -OF -WAY OF
RECORD BY ACCURIGHT LAND SURVEYING, INC.
HEREON ARE RELATIVE TO NORTH
3. ELEVATIONS SHOWN
AMERICAN VERTICAL DATUM OF 1988, SEE StSMY FOR
REFERENCE BENCH MARK, UNLESS OTHERWISE NOTED,
4. THERE ARE NO ABOVE. GROUND.ENCROACHMENTS,.. UNLESS
OTHERWISE NOTED,
5,ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY
OTHER THAN THE SIGNING PARTY OR PARTIES IS PROHIBITED li
WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES,
SIMPS N MSTA STRAP
W/3 16c NA LS IN HDR. AND
4 16d N ILS IN STRINGER
EX� x:�� STAIR SECTION " A " SECTION
3/4" =1'-0"
PROPERTY LOCATED IN FLOEM ZONE, AE
BASE ELEVATION, 6,0.
COMMUNT'Y PANEL Nis 120285-0311-J
DATED 02/16/2012
PROPERTY STREET ADIRESSt
1164 NETTLES BLVA
,ENSEN BEACH, FL., 34957
FRONT ELEVATION %4"=I'-0"
lx COMPOSITE BDS
2 x 12 WOOD STRINGER
@ EA END
2 x 12 COMP05ITE
BD5 TYP
5IMPSON HL 33 GALV STL L
W/ 1 - Y2" THRU BOLT IN STRINGER
& 1 - Y?" WEDGE BOLT 4" EMBED INTO EXIST
SLAB
N�i1 4E.iE4P°{/
k„ c1a ����u? E
& 0NT
�g
twat:
TECH
EXIST HOUSE
36" HGT
ALUM RAILING —�
34" HGT RLUM RAILING
LEFT SIDE ELEVATION
74tt=1'_U"
FLOOR PLAN
Y4"_lr_O"
E ST HOUSE
ry
0
NEW SIDING TO NEW SIDING TO
TO MATCH EXIST
O
evo
TO MATCH EXIST
RIGHT SIDE ELEVATION
!
0
Z
"� G7
w
W� Z
THE STRUCTURAL Z
ACCORDANCE WITH THE 7 TH EDITION 2020 FLORIDA BUILDING CODE 2020
THE FOLLOWING SUPERIMPOSED LOADING HAVE BEEN UTILIZED."' Z
ROOF
LIVE LOAD: 30 PSF Q
DEAD LOAD: 25 PSF U
W
1 -8" WIND LOAD 170 MPH AS PER ASCE 7-16
RISK CATT.II a
EXPOSURE " C
BUILDING DESIGN AS: PARTIALLY ENCLOSED ENCLOSED_ OPEN_ E'
WIND TUNNEL TEST
2 x 6 P.T. WOOD BDS CODES
4 x 4 P.T. WOOD POST FLORIDA BUILDING CODE 2020 RESIDENTIAL, LOCAL CODES AND GOVERNIN(
REGULATONS.
ACI 318-02
- 2-2 x 6 HDR ACI 421.1-R92
A.I.S.C. NINTH EDITION
N.D.S. 2001
- 2 'x 12 WOOD STRINGER P.T.
RAILING DATA
34" HGT RAILING ON TREADS 36" HGT ON LANDING
& BALCONY
RAILING ARE TO BE DESIGNED TO RESIST A Z
LOAD OF 200# APPLIED HORIZ. OR VERT. y b 5
�r
PICKETS ARE TO BE SPACED TO RESIST AN OBJECT REVIEWED FOR
W/ A MAX O OF 4" AS PER F.R.C. R312,1.3 CODE COMPLIANCE f��J
ALL HANDRAILS SHALL COMPLY W/ F.R.B.R. R311.7 ST. LUCIE COUNTY
HANDRAILS SHALL NOT PROJECT MORE THAN 1%2' FROM BOCC
THE WALL IF NEEDED
HANDRAIL GRIPS SHALL COMPLY W/ 5.F.B.R. R311.7.8.3;Y
pay '" FTEO
Cap options
e Ball or Flat
v
other options arel
d, Hammered Bowed,
tive,
able Rail Drawing), or,
U
Posts with Plate sizes,
-2 1/2' square
-3 1/4' square
or 4' square
(all sizes can be chosen at
either the 38' or 44' height)
American Toy
Rail prof ile
%O
r.
t � t
p In U N u
fV ,6_1O N L.
o p
fhb 0_.0CL In 0d
M
Post Trim options
cover mounting hardware
from view(not shown)
SECTION A -A
SCALE 1 l 3
NOTE$
MINIMUM LAG PENETRATION DIMENSION, REFER TO REQUIREMENTS CUR.
INTERIOR
EXTERIOR
i,AG SCREW PEbFk"l h'AI I[3N INTO SOLID LUMBER. L W AI31.R ASSUMED TO
HAVE MINIMUM U 43 SPECIFIC GRAVITY f1& HEM -FIR).
b4'L?OD DECK BOARDS MUST BE PROPERLY ArtACHFD Ta) STRUCTURE TO
Gs+ ACCOUNT rnR A PORTION OF Thr LAO aOREW PENCTRATI ON
r IF USING CL?MPC1£iITP MATERIAL AS DECKING DECK BOARDS WILL NOT
r
CONTRIBUTE TO PENETRATION REC141REPAC4NT LAG SCREW C.698G`iPi AND
SLQCKIN , MUST BE ADJUSTED U AQCOVNT FOR ADDITIONAL LENGTH, AS—
g
q NECESSARY.
�
a_
.�....
3" MIN LAG PENETRATION
3-112" LAG SCREWS,
4" MIN LACE PENETRATION
4 1f2° LAG SCREWS,
VINYL CAP
�✓
PART#7277
PART 6565
Z
fl
i
1
i
..
318' 0 LAG SCREW
- -
....
(REFER TO CHART
�
—
( FOR LENGTH
L --
( I REQUIREMENTS)
.'s
4 i
3-V7 MIN LAG PENETRATION
4-1a" MIN LAG PENETRATION
4 "t2° LAG SCREWS,
S" LAG SCREWS,
6 i
FART 46565
FART #728Q
CAP WASHER,
:q ✓ PART 47063
x t C7
�.
0
a
T.�
—WCit?C] BLOCKING
x
,
JOIST
Jj
4-10 MIN Luis PENETRATION
f8" MIN LAG PENETRATION
5' LAG SCREWS,
E" LAG SCREWS.
FART #7280
FART 07276.
[Detail Drawin , GATE; apt 0115
OFIely
WAGE: 9 i7F ]'..MMM
FDignRall'��
e daunt Withg rW REu: '�YI
6Amw4oV9 11 LuIaz,5..11 Pe FBUJF' IN a. AN' Fenacdai'�'.�IFiM P. RII"Fx.-U$FxiE
f�Ne':un^w.4mar� InaeJm
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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