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DO YEC>N KIM, P.E.
FLA. LIC. NUMBER 49497
C^. # 20887
DO KIM S AS , LLC
P_O. BO 00 9
TAMP^, F 79
(813) 87
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CORNE.POST%
EAVE RAIL
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DISTANCE 6
SPACE
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(ONE SIDE) OR STRONGER
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A ,'6 a
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3' x 3' x 0.050' MIN. 6063-T6 ALLOY
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x
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SCREWS COLUMN
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FILE COPY CONNECTION DETAILS
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iX2 O.B. ATTACHED TO'BEPM W/ (TYP. B EACH BEAM) -
(2)-iHOX2' S.M.SaMO SCREW BOSS
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O EACH SIDE OF BEAM ATTACHED
j' CONVENTIC
2x7 S.M.S. O 24 D.C. FACIA TO HE 2x6 (MIN.) S.P.F.
OVERHANG NO TO Ex(
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OR WESTER RED CEDAR
NOTED ON PLAN ➢VG.
r
STRUCTURAL GRADE 2 MIN.
/12x3/4' S.M.S.
(1) Y'0x2- -G. LAG SCREW 8 24'
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BEAM
SECURE FASCIA TO EACH RAFTER TAIL
OR SLOPED)
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(MAX) BETVEEN BEAMS
EACH LED.
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5' 0 7- SUPER GUTTER /AANGLE
MIN. 0.090- THICK //
JIOxJ/4' S.M.S. L-Y' CONTINUOUS BEAD OF
O 2' O.C. ADHESIVE
x SEE
FOR 9
FRAMING WITH MAX
UNLESS OTHERWISE
REVIEWED FOR
SIZE CODE COMPLIANCE
ST. •LUCIE COUNTY
BOCC
1.14' BY 2' LONG
ANGLE, EACH S10E
(4) A14xX(' S.M.S..
2 SCREWS
EACH LEG (TYP)
HOLLOW POST
(2) BI0i4- S.M.S. THRU. A
EAVE RAILINTO PURUN SCF
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USE 11Oxt$`. S.M.KO 24'
TO CONNECT,T0'1.2 O.B. 1
lag O.B. FAS)ENED TO
W/(2) 810x1y' S.M.S. INTO
TO EACH RAFTER TAIL
MIN. (4) #IOx2' LONG
S.M.S. INTO SCREW BOSSES
(TYP. ALTERNATNE)
LM.B. POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
d
PURUN FASTENED TO COLUMN/POST
WITH (4) e12x1' S.M.S. (EACH LED)
USING M' THICK FLAT BAR BENT
TO Fir (6063-T6 ALLOY)
CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
_ .ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
(3) 112x$• S.M.S., EACH 1EG AND MN. (4) B10r3- LONG S.M.S. INTO
%) 812A' S.M.S. CHANNEL TO BEAM SCREW BOSSES (iYP. ALTERNATNE)
(9) SCREW TOTAL
BEAM STRCHINC o TOM O.C.
(TYP. TOP ANO BOTTOM OF SMB ...I
2x3r0.OJ0._ SEE TABLE FOR SIZES)
�" ♦ eRAx
(MIN.
TO
S.M.S. O 24' O.C. -
TO 1x2 O.B. TO 20.
EACH SIDE
COLUMN TO
PURUN���
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SCALE:
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DATE:
_-_
(SEE PVVI FOR SIZE)
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BY
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St.
Lucie County
3 Y' MAX C-C
OF FASTENERS (TYPJ
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
00 KIM 1.6887 S, LLC
C 26887
Box 10039
a, 679
ZZ •/ R
Drawing No. -060811
SHEET 1OF3
PURUN SUPPORT
'
1"COLUMN/POST
_
)§ ANGLE, EACH SIDE (W.)
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/ Lw/B' x 2' 1G. ANGLE
S.M.S. WIOI MIN. j§'
CONCRETE ANCHOR
W/ (4) I12x3/4• S.M.S
EOCE DISTANCE
W/2%m EMBEDMENT INTO
(1 1.►
(EACH SIDE)
STRUCTURAL CONCRETE
-]
ft
O O
fa-0 CONCRETE ANCHOR
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1'0P'O.B. SOLE PLATE
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SCREW ANCHOR O 24' O.G`1^ OR SLOPED
ATTACHED TO BEAM OR EAW
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/
DIAGONAL BRACING SHALL N(
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FOR SIZE
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& 3 8 0 H.O. GALV. 6P. BOI
W/ 2 1/2- MIN. EMBEDMENT
IV ANGLE, EACH SIDE (TYP.)
%'0 CONCRETE ANCHOR
W/2%' EMBEDMENT INFO
STRUCTURAL CONCRETE (TYP.,
SEE NOTE 10)
�I'x2. O.B. SOLE PLATE
. L
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9, COLUMN/POST
14 0.8, SOLE PLATE S
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PLAN VIEW
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CODE -COMPLIANCE
SIT. LUCIE-COUN'Y
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SECTION WITH /IOx2' S.M.S. W/
%' CIA. WASHER O IS' O.C.
2x5.W ANGLE (2• LONG) V/ (2)-014
TEKS INTO TOP OF 2x3 CAVE RAIL AND (2)-
#14 TENS INTO THE FRONT OF THE CORNER POST
1-1.2 O.B. TOP FRAME
CORNER POST
-1. O.B. SIOE WALL CORNER UPRIGHT
CORNER POST/COLUMN
UPRIGHT DETAIL
FILE
COPY
4
�-2500 PSI MIN. CONCRETE STRENGTH
COLUMN
MAX. THICK BRICK PAVERS
IN MORTAR ON TOP OF FOOTER
O.B. SOUE
PILATE
Z
II A
0x5' CONCRETE SCREWS O 24' O.C. 2%' MIN. CONC.
tn?.). %' CONIC. EMBEDMENT (MIN.) EMBEDMENT Cm.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6Y6YIO/10
W.W.N. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.)
4d-
4.4
.W `UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (90% PROCTOR)
MIN. (1)-05 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20' MIN.
3' COVER (TYP.)
DO KIM
& ASSOCIATES, LLD
CONSULTING
STRUCTURAL
.ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
n � e
APPROXIMATE • ,a
GRADE ESI
a a.
4 A '
a !n
4a• COMPACTED OR Q
Is
a. a I I — UNDISTURBED SOIL/SAND = W
A (1)—#5 REBAR, CONTINUOUS C
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u—I LAP SPLICE C.)U)
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MIN! Z
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1_ Z
MIN. CONTINUOUS PERIMETER FOOTING a) LU
(4) /12xY.'
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BRACE TO BEAM CONNECTION 1
E
X ANGLE (BRACE) W/
'12XY S.M.S. O MR
ER INTERSECTION
r ANGLE 2- LONG ON
RSIDEW/(4) B12xYi S.M.S
LEG (BEAM & BRACE)
3RACE
PUN)
ALTERNATE 12)
20 BRACE
DO YEON KIM, P.E.
FLA REG. NUMBER 49497
DO KIM OSSOCLATES, LLC
A# 21187
vjOp039
pa, 33679
'Snt•ra
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2 OF
General Notes and Specifications:
I. 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, DO 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 shall 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-TS Alloy; for secondary
components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted.
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)410x2•' per connection unless shown otherwise.
8. Unless otherwise shown srrpws chnll hzvo minimum e V e X&& - -- --A ---L__ a_ _
this table.
CD w1uWII III
1-1022 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
6/„"
+/2"
#12
0.219
#14 (1/4")
0.250
V2
s/e„
9. Structure has been designed to meet the 61° Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, VW1, 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 (ASO).
10. Concrete anchors may be "Large Diameter Tapcons'•(LTOs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per
454.2.17.1.11. if enclosing a pool.
FILE COPY
REVIEWED FOR
COD E COMPLIANCE
ST. LUCIE COUNTY
BOCC
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLAL REG. NUMBER 49497
DO g�A#AF6887
TES, LLC
39
679
I Drawing No. - 060811 I
SHEET 3 OF
FND CM � t 2 TRACT 2
UNREADABLE B NSB aggq ,. ; 15.22 GOLF COURSE
9sFeE?4" •,� : _ YF
FND 4X4 CM 95.00, N 9"1
UNREADABLE
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FILE COPY
LOT 7
-
VACANT
37.4,
17.19
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REVIEWED FOR
16,06
b
CODE COMPLIANC�� ,� TT . .09
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LUCIE COUNT LOT 6 SCREENED
ST. r7
CONCRETE: A/C
BOCC
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C/L MEADOWOOD Dk<
MONTE CARLO BOULEVARD (PER PLAT)
80, WIN ASPHALT VARIES
FND % IRC
RLS# 2391
W
,oundary * Topograph Survey For:
15.36 John * Dada Snowe
' STREET ADDRESS:
FND % IRC 9410 MEADOWOOD DRIVE, FORT PIERCE, FL 34951
{UNREADABLE- - _ LEGAL -DESCRIPTION: --
LOT 6, MONTE CARLO COUNTRY CLUB. UNIT ONE.
MIN. K.RE SETSg C, ACCORDING TO THE PLAT THEREOF, AS RECORDED IN
FRONT Q PLAT BOOK 23, PAGES 25, A-B. OF THE PUBLIC
RECORDS OF SAINT LUCIE COUNTY, FLORIDA.
SIDES
CNR SIDES_
q. LIVE
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m
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W WALL. z
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LOT 5
OCCUPIED
FFE=17.10'
FND a IRC
RLS # 2391
16.54
15,18
15.57 '
16.44'
16.25
15.71
15.20
LEGEND * ABBREVIATIONS:
A ARC LENGTH A/C AIR CONDITIONER ORS �(TD TRECORDS BOOK
m BUILDING SETBACK UNE PB PLAT BOOK
C CALCULATED FROM FIELD MEASUREVENTS PCP PER►IANERT CONTROL POINT
CBS CONCMTE BLOCK STRUCTURE PG(S) PAGES)
CONC CONCRETE PeaCINKM
CM CONCRETE MONUMENT MONUMENT PGC POINT KF POINT OF �COYX MCFSNENT
CA CENTERUNE PSM PROFESSIONAL SURVEYOR & MAPPER
D&IUE DRAINAGE & UTILITY EASMMLT R RAWUS
V" ELEVATION R/W RIGHT OF WAY
FIT FINISH FLOOR ELEVATION TTm TOP OF BANK
FOUND Yes TOE OF SLOPE
ID =110H NUMBER � (MENT
am PIPE ION
WATIIt METER
[Re RON ROD & CAP � MANHOLE
LB LICENSED GUSKESS DELTA
M az
� + DATA E mme smcE sox
NAVD NORTH AMERfGW VMTICAL DATUM TELEPHONE EERNCE sox
OHP Q%OWAD GDUREs
GENERAL NOTES:
1. THE BEARINGS SHOWN HEREON ARE REFERENCED TO THE NORTH UNE OF LOT 7 HAVING A
BEARING OF N58'04'24-W, ACCORDING TO THE PLAT OF PORT SAINT LUCIE SECTION , AS RECORDED
IN PLAT BOOK 23, PAGE 25, A-B, PUBLIC RECORDS. SAINT LUCIE COUNTY, FLORIDA.(AS SHOWN.)
2. FLOOD NOTE: BY GRAPHIC PLOTTING ONLY, THIS PROPERTY IS IN ZONE "X", ACCORDING TO
THE FLOOD INSURANCE RATE MAP, COMMUNITY PANEL NO. 12111 C 0160 J, EFFECTIVE DATE
FEBRUARY 16, 2012. THE EXACT DESIGNATION CAN ONLY BE DETERMINED BY AND ELEVATION
CERTIFICATE.
3. ELEVATIONS. IF SHOWN, ARE IN NORTH AMERICAN VERTICAL DATUM (NAVD) OF 1988.
3. ALL ABOVE GROUND FIXED IMPROVEMENTS. IF ANY, HAVE BEEN LOCATED AND SHOWN HEREON.
4. UNDERGROUND UMUTIES AND UTILITY SERVICES HAVE NOT BEEN LOCATED ON THIS SURVEY.
S. LANDS SHOWN HEREON WERE NOT ABSTRACTED BY THIS OFFICE FOR RIGHTS -OF -WAY,
EASEMENTS OF RECORD, OWNERSHIP, ABANDONMENT'S DEED RESTRICTIONS, OR MURPHY ACT DEEDS
6. REPRODUCTIONS OF THIS MAP ARE NOT VAUD WITHOUT THE SIGNATURE AND ORIGINAL RAISED
SEAL OF A FLORIDA UCENSED SURVEYOR & MAPPER.
7. ADDITIONS OR DELETIONS TO SURVEY MAPS OR REPORTS BY OTHER THAN THE SIGNING
PARTY OR PARTIES IS PROHIBITED WITHOUT WRITTEN CONSENT OF THE SIGNING PARTY OR
PARTIES.
B. THE LAST DATE OF FIELD WORK WAS DUNE 09. 2017.
CERTIFIED TO:
o /
��C..
Q COPYRIGHT ARNOLD SURVEYING, INC. 2017
JOB NO. 17-538
AVIOLD A71dYl.Y7Cf.i 11%. INC.
JOHN C. SNOWE;
`�//
/�
ALL DRAVANG5 KM DOCUMENP5 AND COPIE5 THEREOF ARE INSTRUCTIONS
DATE: 06 17
P[tD�ssDN SURVEYORS
DARLA A. SNOWE;
OF 5ERVICE AND REMAIN THE PROPERTY OF ARNOLD SURVEYING, INC.
THE REPRODUCTION OR UNAUTHORIZED USE OF THE5E DRAVANG5 OR ANY
=,30'
SCALE: 1"=30
BUSINESS NUMSM 7903
FLORIDA LICENSED BUSINESS NUMBER 7903
CE
/� �g�/�� R
GHMU,�S .C1iAylTLVK> D DATE SIGNED
PROFESSIONAL SURVEYOR & MAPPER
OTHER PROJECT DOCUMENT5 WITHOUT WP.BTTEN PERMI55ION FROM
AP.NOLD 5URVETING, INC. 15 5TRICTLY PROHIBITED, THIS ORAWING OR
DRAWN BY: CA
REVIEWED BY: CA
488E N. KINGS HI H VIAY 1425. FORT POM FLORIDA 34951
24 %V= NSTA. FORT POM FLORIDA 34951
FLORIDA LICENSE NO: 4971
DOCUMENT 15 PROTECTED BY FEDERAL COPYRIGHT LAWS.
(772) 460-8211 SURVEYCASI-SURVEY.COM