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ORIGINAL TRACT"A"
9 - (ADDITIONAL5'R/W DEDICATED
FND RAC TP TO ST LUCIE COUNTY) DUNN ROAD ESTATES SUBMISION
61-0.13NAVD = LOT 1-4
mn (VACANT)
RAC L8 4942
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5/8" NOBID
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RAC TP
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DITIONAL S' R/W DEDICATED
ST LUCIE COUNTY}
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FND 5/8" m
s1? RAC LB 4942
E 550.661(P") ,aa,
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5 89045' 1 W E 5M.78'
LOT 6
(VACANT)
N PORTION LOT 118
(OCCUPIED)
FFE=16.65
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O.
34.
FND 5
RAC LB 41
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ONMEO FW BERS ORA, TAN'tii,4
CORNER POST EAVE RAIL!,RE(�THE
rR�ES/1PO�NaSIIjSI(IjfCil(O3FITHE
411 SNSmAS LSHOWN (% MIN. CONTRACTOR OF ('( CORD
1' x 2. CT PLATE EDGE DISTANCE 6� SPACE S
PAT[O SECTION C-C FASTENER SPACING) EQUALLY
e
3' x 3' x GN50' MIN. 6063-TG ALLOY
PLATE OR STRONGER (ONE SIDE) WITH
(3) - 912 x %P S.M.S, EACH SIDE AS
SHOWN (%' MIN. PLATE EDGE DISTANCE
B C-C FASTENER SPACING)
6' x5'x 0.050'
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
2x3xO.070 CHAIR IN.
K-BRACE
CORNER POST
3x 2' x 0050' MIN. 6063-T6
ALLOY PLATE OR STRONGER
ONE SIDE)
(3) - 012 x % SM.S,
EACH SIDE AS SHOWN
➢ STANCEPIACECEOGE
FASTENER SPACING)
FOUNDATION
?i lE rUkM AND A' L PROPOSED WORK
t E '11F'UBJECTTO ANY CORRECTIONS
REQUIc Esc BY FIELD INSPECTORS THAT
NhAA`4 BE NE AESFARb IN. ORDER TO
(5) 17120/4' S.M.S.
Ix2 O.B. ATTACHED TO SIM W/
(2)' S.M.S. INTO SCREW BOW(1)-1/4-4-
1)-1/
(1)-1/a UT S.S. THRU-BOLr
W/ 1L' MST AND WASHER
EAM
O E1CH SIDE OF BEAM
/12x2• S.M.S. O 24. O.C.
1.2 O.B. TO SUPER GUTTER
(4) d12x3/4• S.M.S.
ROOF BEAM
(MT OR SLOPED) ,
((t)-2x2K%e
(2 FOR 2xa
(4) /12x3/4' S.M.6.�
EACH LEG.
5' or 7' SUPER GUTTER
Mm. 0.090' THICK
V x 2' SOLE PLATE
OR (2 PLACES)
0 CONCRETE
COLUMN
LATERAL "IC'- BRACING
CONNECTION DETAILS
( ANGLE 6' LONG
a EACH BEAM)
WOx3' LG. a EACH ANGLE
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
i- FACIA TO BE 2x6 (MIN.) S.P.F. 11 NOTED
DR WESTER RED CEDAR
STRUCTURAL GRADE 2 MIN.
(1) ):'0x2' LG. LAG SCREW a 24'
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) M'0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(D Y4.0x2' LG. LAG SCREWS
(❑ i� 1 (TYP. R EACH BEAM)
1�) U) a12x2' SM,S R 12' c.c.
(MAX) BETWEEN BEAMS
l ANGIT ICK CONTINUOUS
GIRT (CHAIR RAIL)
rtFVIT'1it['9FOP °yir?PlLia��E
x SEE ELE$(
if8i 'K' BRACE ACE SISI t L
PLANS AND PEILNUT NFiJST FE EEPT GN JOE
Ix1,w BY
ANGLE. EA
(4) 114.W
2 SCREWS
EACH LEG
HOLLOW P
EAVE RAIL •INTO PURUNUSCREW
�
BOSSES
USE /IOxI S.M.S. O 24' O.C. -
TO CONNE •TO Ix2 O.S. TO 2x3.
Ix2 O.B. FASTENED TO
W/(2) /1Ox1$' S.M.S. INTO
A --SECURE FASCIA TO EACH RAFTER TAIL
W/ (0 N'a%4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
/1OxJ/4' S.M.S. Y: CONTINUOUS BEAD OF CONSTRUCTION
O 2' O.C. ADHESIVE
BEAM STITCHING SCREWS (SEE TABLE) R 24' DC.
SPLICE PLATE (EACH SIDE OF BEAM)
A MR-H32 ALLDDY OR EQUAL, 1/8' THICKNESS
ROOF BEAM
CONNECTION DETAIL
2x3x0O70 GIRT/CHNR RML
(SEE PLAN)
MIN. (4) 1
10x2• LONG
S.M.S. SCREW BOSSES
(TV. ALTERNATW
ima. POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2x PURUN
(NAY BE SLOPED
OR FLAT)
3) $;2A. S.M.S., EACH LEG AND
a) 2xtL• S.M.S. CHANNEL TO BEAM
B) SCREW TOTAL
2x3X0.O70
\ PURUN /
WW.045 FAVERAL ATTACHED TO
BEAMS IW H (3)-flOx2" S.M.S.
INTO SCREW SM.
2x5x.125 ANGLE-2' WIDE
(2)-/14x1• INTO BIM a
INTO UPRIGHT.
USE ,f10'EA"
S.M.S. O 24' O.C. —
TO CONN •T0 1x2 O.B. TO 2.3.
PURUN FASTENED TO COLUMN/POST (9) 012XYa S.M.S. EACH SIDE
WITH (4) /12x1' S.M.S. (EACH LEG) (O(F)) BEAM
yroEAM (TYP.) OR
TO FIT 6065-T6 AUXW) BENT 9R 2x5 COLUMNIO OBF TO
\ 2x5 BEAM
`COLUMN/POST (Xx UMH/Pi
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
copy
MIN. (4) /100• LONG S.M.S. INTO
SCREW BOSSES (TYP. ALTD(NATTJE)
S MI STITCHING O 24 O.C.
(TYP. TOP AND BOTTOM OF SMB
SEE TABLE MR SIZES)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
16' MIN., 3 Ifi' MAX.
SPACING OF FASTEN
$' MIN. BEAM EDGE
DISTANCE (TYP.)
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
47 SY 3' LONG
RE, EACH SIDE (TYP.)
1124' S.M.S.. EACH
(6) TOTAL (TYP.)
IE SLOPED OR MT
PLAN FOR SIZE)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
FAI
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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AS SHOWN
8N 1/06
U YEON)(IM, P.E.
REGAUMBER'49497
A&06887
CIATES, LLC
C
PO003879
SHEET 1OF3
PURUN SUPPORT
COLUMN/POST
2x2xl/B" x 2" I.C. MGM
S.M.S. WITH MIN. i(I'
EDGE 05TANCE
W/ (4) /12x3/4" S.M.S
(EACH SIDE)
ibb CONCRETE ANCHOR
W/W EMBEDMENT INm
1
CONCRETE
SACH
x
(EACH SIDE)
SIDE)
L
J�
SIDEWALL COLUMN TO CONCRETE
CONNECTION DETAIL
SEE PLAN FOR SIZE
1.2 O.S. FASTENED TO CORNE
SECTION WTM 014x1Y' S.M.S.,
24' D.C.
2x24b" ANGLE 2" LONG (EACH
W/(2) 114A S.M.S. TO POS
& 3 B 0 N.D. CAM EXP. BOL
W/ 2 1/2" MIN. EMBEDMENT
CORNER POST/COLUMN
TO CONCRETE
CONNECTION DETAIL
9'
EDGE OF CONCRETE
Y' ANGLE. EACH SIDE M.)
%*0 CONCRETE ANCHOR
- W/2)b" wBEGMENT Iwo
STRIICTUWJ. CONCRETE (TYP..
SEE NOTE 10)
�I'x2' O.B. SOLE PLATE
O.B. SOLE PLATE
I
1' (TYP.) ,
PLAN VI W
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
Y' ANGLE, EACH SIDE (TYP.)
WO CONCRETE ANCHOR
W/lib' EMBEDMENT INTO
STRUCTURAL CONCRETE (M..
EE NOTE 10)
�1'x2" O.B. SOLE PLATE
2'x PURUN
F.i.. � �•7a1 .. .�:'� .111E �.� •.° � •'� 1
EDGE OF CONCRETE
3" MIN. (TYP.)
PLAN VIEW
REAM MAY
BE FLAT -
OR SLOPED
9'
-GIST , < \
Ix2 U.B. SOLE PUTS
PLAN - TYPICAL DIAGONAL ROOF
.' BRACE CONNECTION
BEM SUPPORT
COLUMN/POST
2x2x I/S" x 2' W. ANGLE
W/ (4) /12x3/4' S.M.S
(EACH SIDE)
- Yi 0x5' CONCRETE SCREWS O 24' O.C.
(TYP.), III- GONG. EMBEDMENT (MIN.)
2x2db' AN04E CUP, CUT AT
A 45' (+/-) MOLE AND
ATTACHED TO THE SCREEN ROOF
BEAM WITH ONE (1) Y-. THRU-
�.x
ja
WASHER.
BOLT. WITH FENDESEAM
10 BEUI OR FAME RAIL
DAGOATTACHED
DUACIXW. BRACING SPA.L NOT BE
BE
ATTACHED t0 ROOF PUHl1N5.
2.2.0.093 BRACE
(SEE PLAN)
N
COLUMN
THICK BRICK PAVERS
IOBTBB ON TOP OF FOOTER
O.B. SOLE PLATE _
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
Fate
Ix3 O.B. FASTENED TO CORNER
SECTON WITH /IOx2" S.M.S. W/
%' DIA WASHER a IS' O.C.
2x5x16' ANGLE (2. 1
TEKS INTO TOP OF
#14 TENS INTO THE
� 1.2 O.B. TOP FRAME
:ORKER POST
Ix O.B. SIDE WAU. CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
2500 PSI MIN. CONCRETE STRENGTH
12 MIN.�
MIN. CONTINUOUS PERIMETER FOO
(BY OTHERS)
(4) /12.%"
4" NOMINAL CONCRETE SLAB 2'x PURUN
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.]
AY
'.. .. .. •.a .. ° :-' ^ d A a 44- a. B LOPED
A 4 ax ..a d ((27 /10x2Ni
.. a d i A.- e < (TYP. EACH I
a d ( '
s ' < (TTP. EACH I
e A'
d ^ a
aA .A aA \\\
.a `UNDISTURBED SOIL OR COMPACTED
CRASHED UMEROCK (903 PROCTOR)
MIN. (1)-/5 ROMP CONTINUOUS, SPLICE
MUST OVERLAP 20" MIN.
3" CoVER (TYR.)
1) K I M
& A88OCIATEB, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33879
Tel: (813) 374-0321
ISSUED
J
COMPACTED OR
_
UNDISTURBED SOIL/SAND
Ci
LU
(1)- 5 REBAR, CONTINUOUS
C
LLI
b' MIN. CONC. COVER, 36' MIN.
0!
LAP SPLICE
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ALTERNATE (1)
C] F
2XIYXC)
" ANGLE
DRAWN BY: DYK
� BRACE
BRAG
CHECKED BY. DYK
2'xl'A' ANGLE (BRACE) W/
SCALE:
ASSHOWN
(4) 112xii S.M.S. 0 EACH
DATE:
wTICE
MEMBER INTERSECTION
2x2,W ANGLE 2" LONG ON
UNDERBIOE%(4) /1244" S.M.S.
EACH LEG (EEAM & BRACE)
DO YEON KIM, P.E.
2x3 BRACE
' FLA RED. NUMBER 49497
(SEE PLAN)
�\Yr
$ ALTERNATE.(2)
�00 KIM S CIATES, LLC
2x3 BRACE
28867
O 39
mpa, FL 33878
.C! Lll1
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
Drawing No. - 060811
SHEET 2 OF3
FOUNDATION/SLAB DETAIL
DOUBLE S.M.B. BEAM
(SEE PLAN FOR SIZE'
PO
(4)-%'O THRU-BOLT
W/ I}' WASHERS
DOUBLE S.M.B. BEAM
(SEE PLAN FOR SIZE'.
(4)-%'O THRU-BOLT
W/ 14- WASHERS
NOTCH POST TO
ACCEPT BEAM
POST
(2)-#14x3'x" S.M.S.
THROUGH )5 OF 2x
UPRIGHT INTO
POST O 12" O.C.,
NOTCH KNEE DR ID ACCEPT BEAM
FASTEN WITH (6) #l"34 S.M.S.,
S.M.B. BEAM DOUBLE BEAM (PATIO/S.M.B.)
(SEE PLAN FOR SIZE) EACH SI➢E. OR (2) Y<'4 THRU BOLTS
j)14x 4" 0 24" O.C. W/ WASHER & NUT. -
(IYP.) 1 _ �r
2.3x0.044
1
(i)-$10x;:" ® 12" O.C. OR
i�
`- 4x4x0.125 KNEE BRACE
(1)-#14�" O 24" O.0 S.M.S.
AT MIDHEIGHT OF BEAM
(I)-pBxY," S.M.S.
i
�� 2.24" ANGLE (EACH SIDE)
(ALTERNATIVE).. CONNECT KNEE BRACE
O 24" 0'C,. TOP i
W/ 0.050" THICK 'U' CHANNEL, 6063-T6
& BOTTOM
O
ALLOY PLATE OR STRONGER FASTEN
(B) #14-2x-Y" S.M.S. EACH SIOE
O
WITH (4) p14X SMS EACH SIDE.
OF BEAM
OR (2) Yj 0 BOLTS W/ WASHER & NUT.
BEAM
PAR
O
FORLED
(BEE PLAN FOR SIZE)
� O
BEAM STITCHING SCREW O 24" O.C.
a
(TYP. TOP AND BOTTOM OF SMB)
KNEE BRACE LENGTH
(24" MIN.)
TYP. BEAM TO DOUBLE CARRIER
(4)-#14x3'4- S.M.S.
BEAM CONNECTION
KNEE BRACE
CONNECTION DETAIL
DOUBLE CARRIER BEAM TO
POST CONNECTION DETAIL
POST (SEE PLAN FOR SIZE) (3)-%'0 THRU BOLT
W/IYa'a WASHER
2. SMB
4- BASE INSERT W/UV2- VERTICAL
UPRIGHT
LEGS X' THICK 5063-T6 ALLOY
(SEE PLAN
BD NOT USE CAST ALUM BASES (TYP.)
FOR SIZE &
LOCATION)
(4)-%'O HOT DIPPED GALVANIZED
WEDGE ANCHORS W/ 2Yj MIN. EMBEDMENT
O O O
INTO CONCRETE.
4
TOP OF CONCRETE : 4 ,
lJl#
2- MIN. EDGE
DISTANCE (TYP.)
4x4x0.125 POST TO CONCRETE
CONNECTION DETAIL
Genera( Notes and Specifications:
1. Contractor shall field verify at[ dimensions before construction and shall notify engineer of discrepancies for immediate
consideration.
2. Concrete shall be minimum 26 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. Wall screen shalt be removed in accordance with Rule 61G20-1.002
Alternative Design for Screen Enclosures. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy; for secondary components 6063-T6,
Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted.
6. Unless otherwise noted, SMB shalt 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 edge distance and center -to -center distances as shown in this table.
DO KIM
& ASSOCIATES, "C
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
D 12015I ISSUED I
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DATE:
DO YEOII
FLA. REG. NUM
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9. Structure has been designed to meet the 5" Edition FBC (2014 FBC). Project is sited where the ultimate design wind speed, V"IT, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002 4,
2014 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws Drawing No.:-
or approved equal. SHEET 3
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
/,6'
1/2"
#12
0.219
/,"
°/16"
#14 (1/4")
0.250
/2"
ER 46497
ATES, LLC
77
B39
3679
K7
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