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SCANNED
BY
St. Lucie County
3
00
i
UO YEON KIM, P.E.
FL -A. LIC. NUMBER 49497
CA. ; 87
UO KIM 8& S OC., LLC
P.O. B 10039
TAMPA 379
36
' (813) 9ss
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xr�
2x3
HZI
it
3' x 3' x 0A50- NIN.,6063-T6 ALLOY
PLATE DR STRGNGERAGNE SIDE) WITH
(3) - 412 x %' SAS, EACH SIDE AS
SHOWN (%• MIN. PLATE EDGE DISTANCE
L C-C FASTENER/SPACING)
R,
110.050- MIN. 6063-TG
_ATE OR STRONGER
)
SH.S,
E AS SHOWN
PLATE EDGE
6 C-C
(11 TOTAL) - 412
SAS AS SHOWN (
PATIO SECTION PLATE EDGE DIST
C-C FASTENER 9
e 6- x 5' x 045G'
e 6063-Tfi ALLOY PLATE e °o
p (ONE SI➢E) OR STRONGER
K-BRACE
2.3.0.070 CHAIR RNL
K-BRACE
K-BRACE
CORNER POST-
V x 2- EOLE PLATE
ANCHOR <2 PLACES)
W 0 CONCRETE
HER COLUMN
LMICFWL IN -I
CONNECTION
Ix2 O.B. ATTACHED i0.8FAM W/
(2)-(f 0%2' S.M.S.•INTO SCREW BOSS
THRU-BOLT
W/ Y4 -'NUT AND WASHER
EACH SIDE OF BEAM
Ix5%Y' ANGLE 6' LONG
(TYP. @EACH BEAM)
(2> y"0x3' LG. @EACH ANGLE
NO
p 2x2" S.M.S. ®24" O.G
IY1 O.B. TO SUPER CUTTER
FACIA TO BE 2z6 WINJ SPF
OR WESTER RED CEDAR
STRUCTURAL GRADE 2 MIN.
( 4) 812x3/4" S.M.S.
(1) Yi 0x2- LG. LAG SCREW @ 24-
U.B. ENTIRE LENGTH OF GUTTER
R OF BRA
( TOR SLOPED)
SECURE FASCIA TO EACH RAFTER TAIL
V/ (1) Y-0x4" LONG PAN HEAD LAG
SCREWS
IBEFORE
ATTACHING SUPER GUTTER
O
® 0 0
_ 0
GIRT (CHAIR RAIL)
(1) Y-0x2- LG. LAG SCREWS
C ❑ F] 1 (TYP. @ EACH BEAM)
(4) 112x3/4' S.M.S. (D x12.2' SAS @ 12' u.o
EAGH LEGm (MAX) BETWEEN BEAMS W/(2)
R.- THICK CONTINUOUS
5' or 7' SUPER GUTTER ANGLE
MIX G090' THICK
SECURE FASCIA TO EACH RAFTER TAIL
810x3/4'
0 2' O.C.
BEAR OF
tC BEgM`STITCHING SCREWS (SEE TABLzz
E
l,I� L�-tom SPLICE PLATE (EACH SIDE OF BEAM) D O K I M
SPACE SCREWS A A 5052-H32 ALLOY OR EQUAL, 1/B' THICKNESS
EQUAL (TYP.) f..
_ & ASSOCIATES, LLC
f CONSULTING
A �IL 31 STRUCTURAL
ENGINEERS
2J
PO Box 10039
Tampa, FL 33679
1 X ItHP' p14x�' SCREWS j Tel:(813) 374-0321
J�
REAM LINE LINE SCREWS PLATE
'pR (1yp0 A4''(k 1 RevJDat Description
g r', BS U'B'6'C' TOTAL WIDTH
ZR G f00. -9 2x4 3 2 24 12- 0 2016 ISSUED
Ova 10 2x5 3 3 32 14'
2x6 4_ 3 40 14- 0
,}.N, @�� WAD _5... 64 _,16�
1-14' BY 2" LONG -A
ANGLE, EACH SIDE (TYPJ
(4) B14x1$' S.M.S
2 SCREWS
EACH lED (TYP.)
HOLLOW POST
REI CHAT
C
— � 2x PURLIN
(MAY BE SLOPED
OR FLAT)
\_
MANSARD BEAM
2x9
5
6
72
Is,
0
2x9(HW)
6
7
e8
18.
CONNECTION DETAIL
2x10
7
7
96
IBA
-
Q
REVIEWMIFOR-._
CODENM.
1 1/� c COUNTY
ST. LUCIE COUN li u
(4) JIOaJ" LONG S.M.S. INTO
(6) /12xvm S.M.S., EACH EEC AND SCREW BOSSES (TYP. ALTERNATIVE)
(9) SCREW TOTAL CHANNEL TO BAM
I6I��_
B OCC
a 24' O.G.
BEAM STITTOP AND
TOP ANO BOTTOM OF SMB
FO
L3�O.OTO SEE TABLE FOR SIZE)
SEE
-I
Q
W
2x3xO.07U dRT/CHARL��
t
/�
0of
(SEE PLAN)
U
1
BRAKE
-FORM R N ANND
lxlr]g' BY 3' LONG
ANGLE, EACH 510E (TYP.)
rn
O,_J
_
(MIN. 0.062' MATERIAL THICKNESS)
1' x 2 1/a" x 1' x 3' LC.
(3) ®12Y.Tj $A1./5�., EACH
CD
Acaaa ATNE)
LEG (6) TOTAL ( .)
L.
U
Z
T
MIN. (4) #lU2" LONG
S.MS. INTO SCREW BOSSES
�}�
SCANNED
L
W
Z
•
i_, (TYP. ALTERNATIVE)
l-!� t -
BY
N
W
..-''S.M.B. POST
St. Lucie County
'0_o
(as
PURLIN TO ROOF BEAM
a
FILE
��
CONNECTION DETAIL
W
a
(A
Z41L / GIRT TO POST
U
III
NECTIONIDETAIL
DRAWN
BY;
c
BxFAM54WOH 3RA1IOx2'ASM.B.CKED
INTO SCREW BOSS
�T
TO^��
i + B.M.B. REAM
MAY�BE�SLOPED OR MT
(SEE PiA ,FOR SIZE)
CHECKED BY:
E
SCALE:
P
DATE:
8
WITH
- - n (2)-A14x1� .�
IS. a 24' O.C.
- - —L
•.2.(/
s
1.2 O.B. TO 2x3.
i-((
-w
I
USE�s1Oxl)4' S.NS. a 24- O.C.
- - _ - -
TOCONNECTTO tx2 O.B. TO 2.3.
COLUMN/POST
ii6Y)
O
DO SCREW BOSSES
PURUN FASTENED TO COLUMN/POST
WITH (4) N12x1- S.M.S. (EACH LEG)
.(9) /12.Y- S.M.S. EACH SIDE
'a
(EACH END. TYP.)
USING )6' THICK FLAT BAR BENT
OF BEAN OR
')
MIN, 3 1¢' MAX. C-L
TO FB (G 63-T6 ALLOY)
S.M.S.Me'
SIDE
'OF EAM F25. COLUMN
OF. BEAM FOR 2x5 COLUMN TO
SPACING OF FASTENERS (TYP.)
2i5'BEAN
Y' MIN, BEAM EDGE
COLUMN/POSF
DISTANCE (TYP.)
COLUMN/POST
DO YEON KIM, P.E.
FLA REG. NUMBER 49497
DO KIM AS IATES, LLC
A# 26 7
P At
1 039
Tam ,F 9
ovwgl
Drawing No. - 060811
SHEET 1 OF
3'
SEE
1.2 D.E. FAS
SECTION WITH
24' O.C. .J
W/
• T
y'Ra2v- CONCRETE
i� SCREW ANCHOR O 24•I0.
�¢� AND 9' MOM POST (TYP;
N W TI
y. COIuuN/PUST
fat O.B. SOLE PLATE
I
E
CONCRETESI•(TYP.) N�
PLAN VIEW
PUMUN SUPPORT
COWMN/POST
/•� 4].10 Lf,179 B.M.$
`►• N SIOE)
O O %'0 CONCRETE ANCHOR
e -d w/236• I]IBFDMENT INTO
STRU RAL CONCRETE
(EACH SIDE)
'LWFOR SIZE
114xIED TO CORNER
d l4xly' S.M.SO
2• LONG (EACH SIDE)
w
Wjy
yANG CONIC CFI SINE (OR
S.M.S. WITH MIN.' x
EDGE OOTANCE W/2 ' EMBEDMENT, INTO
STRUCTURAL.
RAL. COEM.IMO
SME NOTE
GONCRETE (T1
/'•$EE NONE 10)
—1(J 1'x2' O.B. 90LE.PL
4C./A
)§' ANGLE. EACH SIDE (OR
W/2 CONCRETE ANCHOR
W/2)(t' EMBEDMENT CONCR CONCRETE
SEE KOMAL CONCRETE (IYP.,
SEE NOTE 10)
�1'IQ' O.B. SOLE PLATE
aW 3• MIN. (TYP.)
yrcr yaaY4• CONCRETE
tub SCREW ANCHOR a 24' O.C.
AND 9' MOM POST (TTPJ
t¢�
9. wwmn/rwl
1.2 O.B. SOLE PLATE
0 0
B— 0
e
OF CONCRETE
NV i/
PLAN VIEW
PURUN
BEAM MAY
BE MT
OR SLOPE,
A
BEAM WITH ONE (1) X
BOLT, WITH FENDER W
ATTACHED TO BEAN 01
DIAGONAL BRACING SR
ATTACHED TO ROOF PI
2.2.0.093 BRACE
(SEE FUN)
2x5x16' ANGLE (2' LONG) V/ (2)-914
TEKS INTO TOP OF 2x3 CAVE RAIL AID) (2)-
614 TEKS INTO THE FRONT OF THE GOOIER POST
I-fx2 O.B. TOP FRAME
1x3 O.B. FASIENEO TO CORNER CORNER POST
SECTION WITH IIOx2• S.N.S. W/
OF III' DIA WASHER O 18' O.C.
I-
1a O.B. SIDE WALL CORNER UPRIGHT
RNL
BE
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
PSI MIN. CONCRETE STRENGTH
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
Cn
J
COMPACTED OR
UNDISTURBED SOIL/SAND = W
II J(1)-9 REBAR, CONTINUOUS O
f ' ' • i. • •' ia�, I �Ir- I—�I I ��� 3' MIN. CONC. COVER, 36' MIN. C W
. • '4 • ,Of
�.. ...4.. I-r I I — I ,-I, 1— LAP SPLICE U TA
4 C 0
y 0x5T CONCRETE SCREWS a 24' O.C. �2%- MIN. CONIC.
BEM, SUPPORT i 12' MIN. U
COLUMN/POST >• (TiP.). lY2' CONIC. EMBEDMENT (MIN.) EMBEDMENT (TYP.) Z
W
W/ (4)e• = 2' LG..M.S )I MIN. CONTINUOUS PERIMETER FOOTING w
W/ (4) /12x3/4' S.M.S
(EACH SIDE) '' TYPICAL FRONT VIEW OF POST TO
LU
FOUNDATION CONNECTION WITH PAVERS c Z K
REVIEWED FOR a
CODE COMPLIAN51._ z C) 0
PNST� BEve ALTERNATE (11 1 W !L
ST• LUCIE COUNU c 2.IA' ANGLE U
/ (4) S12xy' S.M. BRACE DRAWN BY: C
4' NOMINAL. CONCRETE SLAB BOCC 2'a PURUN 2'xl'ry ANGLE (BRACE) W CHECKED BY: C
^' (2500 PSI MIN /
COLUMN
e
e .
APPROXIMATE
MAN. THICK BRICK PAVERS
GTER
'
IN MORTAR ON TOP OF GO
F
•
I
d'
O
O.B. SOLE PUT,
a
N-
d�
d. ,
,.
W.W.M. OR FIBER REINFORCED
(4) #12rY4' S.M.S. O EACH
[POLYPROPYLENE ROM -
MEMBER INTERSECTION
1.5 POUND (MIN.)PER C.Y.)
e o
z e
•4 a
ANGLE 2' LONG ON
UNDM +1 RE
•
e .
BEAM MAY
EACH LIG (BEAM
EACH LEG (BEAN h BRACE)
)
< '
`
• • e'
BE FIAT
`
OR SLOPED
4 e.. •aa. 4 �4EACH
B a
Y• ..
a
NO)
Lu1 BRACE
(SEE PLAN)
EACH END)
' • A
ALTERNATE 121
xd'
• e <A
\\\
2x3 BRACE
-
`UNDISNRBm SOIL OR COMPACTED
HED
CAR CON IUOUS. LICE P�'p1
MIN. (OVERL ROAR CONTINUOUS, SPLICE L
MUST ovEmnP 20' MIN.
Qti
COP b' PLAN -TYPICAL ROOF
e•cwN)
s' COVER c".)
BRACE TO BEAM CONNECTION 1
FOUNDATION/SLAB DETAIL
DO YEON KIM, P.E.
FLA REG. NUMBER 49497
DO KI v1e..;60039
CIATES, LLC
7
AS
Tampa, FL 33679
Rvwt4
Drawing No. - 060811
SHEET 2OF3
I
REVIEWEt') RDH
CODE OOP rf'LIANCE
ST. LUCIE OOU#,4 g y
ROOC
Genera( 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, 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.
S. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005453 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 shall be stitched with #100/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (41410x2" 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.
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
#12
0.219
#14 (1/4")
0.250
112"
9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vdi, is
150 mph 13-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASCII.
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), 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.
D❑ KIM
& ASSOCIATES, LLD
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
J
H
w
U 0
w
0
� O
U Z
w
z
c O U
'a F W
LU a
U O
DO YEON KIM, P.E.
FL0. REG. NUMBER 49497
D KI 8 SOCIATES, LLC
A# 28887
9
Ta a, FL 33679
cl, a-m
Drawing No. - 060811 1
SHEET 3OF3