HomeMy WebLinkAboutPlot Plans & SurveysibN
UK-UH-UH- = UVEHHLAU 1YI
X-X-X- = CHAINLINK FE14C
��= PLASTIC FENCES
0-0-0- = FOOD FENCE
CONC. = CONCRETE
C.P.= CONCRETE PAD
COY.= COVERED
DRAINAGE PROPOSED
AND EXISTING
MIN.
FRONT,
SIDES_
CNR S1
LOT 181
1. ADDITIONS OR DELETIONS TO THIS SURVEY MAP BY ANYONE OTHER THAN
THE SIGNING SURVEYOR IS PROHIBITED WTHOUT WRITTEN CONSENT,
LOT 182
TRACT 1
f S89'14'54"E .
150.55'
FD IRC
0.421
_
----
10' P.U.O.E. FD IRC
T--'fffjjj --,------
0.88$0.66W
1 31.64'
g
gk
•-.
il.bY00
'
� C01LRm m
' O
2-v
to
Lq e_
=
1-1
o'
CD
I
P. �
Z
9 mTa�
/
11, PAM
Y Is I
MVW*7
/
I te'
L-------P �C, FD IRC
FD IRC
10' P,U,D.E,
14'54"E 76.40'. FD IR
AV'
TER ELECTRICm ROD
BOX CURB 4tlET.
-------FILE
COPY
' FD NAIL -
58974'54'E B45.4O'
SET NAIL DISK
3�CK REQ.
60' R/W - 20' ASPHALT ROAD'
`LB 7468 '
PINEBARK COURT
...
CURVE DATA
C1 < C2
R= 25.00' R= 50.00'
L= 18.69' L= 14.58'
D= 42050'00"- D= 16'42'24"
9404
PINEBARK COURT
SCALE~-"=To��
Atlantic Land. Designs
of the Treasure Coast, LB7468
754 If Jensen Beach Blvd. Jensen Beach, FL 34957
Mailing Address:
P.O. Box 1421 Jensen Beach, FL 34958
ALD5543@gmail.com (772) 398-4290
DATE: 11-6-19
DRAM: SW\JC
2019-0954
DATE:
REVISIONS
LAST FIELD DATE:11-5-19
rtified to:
Center LLC., dba Veterans United Home Loons
Title, Inc,
teay certify that the survey sho*n hereon is true on
is based on actual measeuraoenls taken in the field.
ey meets the Viniaun Technical Standards at Chapter
ido administrative code.
PSM 5543
James A.CesiroJrt.u,""ycm- �.�.m�.saw. x.dndus
NOT VALID WITHOUT AN
OIeA141,161)9T]YMV p SfAR OP
AUTHENTICATED .SGDC NATURE AND AUTHENTICA E ELECTRONIC SEAL �EEpE V0.111
T1
9
Lu
��
LL
K
aW�LLJ V®
00
aul
W
SON
V
t
OO YEON KIM, P_E.
FL -A. LAC. NUMBER 49497
CA. # 2688
CO KIM H. ASSO C
P.O_ BOX 10 S
-rAMPA, 9=L 3 7
f6 •Zo ZA
FLASHING. SEAL AS REO'D
014411' SMS V/ INTEGRAL 3'V
MASHER AND NEOPRENE GASKET
TOP M R14XW SMS BOTMK
@ 12' D.C. (COMPOSITE ROOF)
a0R10
COMPOSITE PANEL
(SEE PLAN FOR SIZE)
(OR)
014XW SMS. V/INTEGRAL 1:'0 WASHER AND
NEOPRENE GASKET TOP 6 014x]fi' S.M.S. BOTTOM,
12' O.C. IF CLEARANCE PROHIBITS INSTALLATION
OF TOO FASTENERS USE 414 S.H.S. 2 12' U.C.
COMPLETELY THROUGH COMPOSITE ROOF.
a
L
BEAM SUPPORT
COLUMN/POST
2x2x1/B' x 2• LC. ANGLE
W/ (4) /14x3/4' S.HS.
(EACH SIDE)
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y.'0 x 4• LOW PAN HEAD LAG SCREVS
BEFORE ATTACHING RECEIVING CHANNEL
II
E%TRUDE➢ OR BRAKE -FORMED ROOF PEA
OR RECEIVING CHANNEL (0.044- MIN. IN SS>
VITH MIN. LW BEARING LEG.
(D K-0 x 2' LAG SCREW @ 25' G.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
OF CONCRETE
4'045' VL SCREW O 12' O.C.. —
(1) WITHIN 3. OF EDGES (TYP.)
1•x2• OH. (1YP.) —
M
SLOFRAMED CREWHOUSUSE I wm-SCREW 1 WIIHw 3'IYP.)
WOOD FRAME WALL
TYPICAL SCREEN EDGE TO STRUCTURE
CONNECTION DETAIL
SEE PLAN FOR SV§�
a lx OZ. F,15FE#16 CORNER
wOR ' 0 x ' LONG on LAG SCREW � SEC110N WRH i1,s;Y4' S.M.S.O
AEK
Y.' 0 x .C. LORD MASONRY ANCHORS - 24' O.C.
2x246' ANGLE Y LONG (EACH SEE)
HOST STRUCTURE Y.t W/(2) J14r}'(' S.M.S. TO POST
W)SDNRY GR V.DO) ���..;yy @ 3 8 0 H.D. GALV. EXP. BOLT
j?W/ 2 1/2 MIN. ENBEDMFM
EXTRUDED OR BRAKE -FORME➢ ROOF HEADER
OR RECEIVING CHANNEL (0444- MIM. THICIOIESS)
WITH MIN. IW BEARING LEG.
e
lxlx%* BY 2- LONG -
ANGLE, EACH SIDE (TYP.)
(4) 0140r S.M.S.,
2 SCREWS
EACH LEG OYP.) .
HOLLOW POST —
)6- ANGLE:"acH SIDE (IYP.)
W/2yF EMBEDMENT, IWO
smumAxL CONCRETE (M.) I
� CHAIR RAIL If GIRT TO POST
�1•xz• O.S. sDLE``rwr, CONNECTION DETAIL
AT
I %. I
SCREWSCREW CONCRETE
ANCHOR O O.C.
AND 9' FROM POSE (ICT YP.)
COLUMN/POST
lx2 O.B. SOLE PLATE
0
V (TYP.) _
APPROXIMATE
GRADE
V/ IP20 FEND
lo�00000000 �0�0�0�000�0
EDGE SEAM —�
(SEE PLAN FOR SIZE.
MIN. 0.050' WALL
THICINEss)
COLUMN/POST
(SEE PLAN FOR SIZE)
`11W
S.M.S.. IWO SCREW
EACH SIDE ".)
W MA'(. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
,— O.B. SOLE PLATE
}� 0x5' CONCRETE SCREWS O 24' O.C. 2%- MIN. CONC.
1)11• CONC. EMBEDMENT (MOO.) EMamMSNT
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
(OPTIONAL)
4" NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6x6x10/10
POST W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER — 1.5
POUND (MIN.)PER C.Y.]
^ a Z
x Z a
00 = 1
' 11
fall II I�
I `UNDISTURBED SOIL OR COMPACTED
CRUSHED LIMERDCK (90% PROCTOR)
#5 REBAR CONTINUOUS, SPLICE _ a
UST OVERLAP 20' M Yeti
THICKENED EDGE a COVER (TYR)a( Fd ®y
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
I = (813) 3740322
ISSUED
� J
F—
O W
U 0
C
N �
O
U Of
W
c Z W
O co
Z C) U
W (D a-
U O r
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIMTg&TES. LLC
87
39
679 ?A�
SLAB/POST DETAIL
Drawing No. - 060327
SHEET IOF2
,
General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
3. All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary.
4. The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
contractor shalt verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
structure capacity.
5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy.
6. Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise.
8. Unless otherwise shown. screws shall have minimum edoe distance and center -to -center distances as shown in this table.
C-1022 Low Carbon Steel SMS & Self -Drilling (TEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
s/,s"
1/2"
#12
0.219
#14 (1/4")
0.250
Y='
s/a"
9. Structure has been designed to meet the 61" Edition FBC (2017 BE). Project is sited where the ultimate design wind speed, Vult,
is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fax (813) 374-0322
ISSUED
1n
J
_ Q
LU
d w
U 0
C
N O
N O
G
2 Z
Z K
0- O V)
~ J
Z U U
w co a
LIJ
U 0 r
SCALE: ASSHOWN
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIMT�TES. LLC
887
10P 039
p,a679
/, c
rw
Drawing No. - 060327
SHEET 2OF2