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FLA_ LIC_ NUMBER 49497
CA_ # 26887
E)O KIM 8. OC_, LLC
P_O_ 0039
TAMP 33679
(813) 8 -9955
,�•9rq
3' x 3' x QO50' MIMJ6063-TES ALLOY
PLATE OR STRGNCER.(ONE SIDE) WITH
(3) - 012 x 314' SA( , EACH SIDE AS
SHOWN (%' MTN;PLATE EDGE DISTANCE
6 C-C FASTENER SPACING)
3'. E' x 0.050• MIN 6063-TES
ALLOY PLATE OR STRONGER
(ONE SIDE)
IR(3) - 012 SAS.
EACH SIDE AS SHOWN
(Y2' MIN. PLATE EDGE
DISTANCE 6 C-C
FASTENER SPACING)
FOUNDATION
POST
e
CORNER POST
V x 2' $CLE PLATE
0 CONCRETE ANCHOR (2 PLACES)
.IEU OF TYP. Y' 0 CONCRETE
EWS FOR CURNFJR COLUMN
6'x5'x0.050-
6063-T6 ALLOY PLATE
(WE SIDE) OR STRONGER
2x3xO.07O CHAIR RAIL
K-BRACE
K-BRACE
(5) /12a3/4' S.MS. lx5x%' ANGLE 6- LONG
lx2 O.B. ATTACHED TO BEAM W/ (TYP. B EACH BEAN)
(2)-11UX2"S.N S. INTO SCREW BOSS
'(1)=1/4'A" S.S. THRU-BOLT O'-) Yj 0x3' I i B EACH ANGLE
j' W/ y� NUT AND WASHER NOTE, PRIMARI
V"1 0 EACH SIDE OF BDVI ATTACHED TO
CONVENTIONAL
d /12x2- S.M.S. 0 24- O.C. / FACIA TO BE 2x6 OIiN.) SR.F. OVERHANG NO
Ix2 O.B. TO SUPER CUTTER OR WESTER RED CEDAR NOTED ON PLF
STRUCTURAL GRADE 2 MIN.
(4) 112x3/4' S.M.S. (1) Y'Ox2' LG. LAG SCREW R 24'
QC. ENTIRE LENGTH OF GUTTER
ROOF BEAN SECURE FASCIA TO EACH RAFTER TAIL
(MT OR SLOPED) W/ (D 12'0x4' LONG PAN HEAD LAG SCREWS
+�I BEFORE ATTACHING SUPER GUTTER
(4) 112x3/4'
EACH LEG.
5- A, 7'
MIN. 0.091
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
- 012
(U Y'Ox2' LQ LAG SCREWS
(I-)1 (TYP. Q EACH BEAN)
IC / (D WI2x2' SAS B 12' o.c.
(MAX) BETWEEN BEAMS
RNG HTHICK CONTINUOUS
/INS/4' S.M.S.-) L-Y• CONTINUOUS BEAD OF
0 2' O.C. ADHESIVE
GIRT (CHAIR RAN
(2) 110x4-
EAVE RAIL 1
BOSSES
ixl.%' BY 2' LONG -
ANGLE, EACH SIDE (TYP.)
24)S(AEWNS S.M.S..
EACH LEG
HOLLOW POST -
0 24' O.C. -
O.B. TO 2.3.
1x2 OB. FASTENED ITO COWMN/POST
W/(2) 110iK' B.N.S. IT�O SCREW BOSSES
II [,(PACH ENO. TYP.)
TAIL
BEAM STITCHING SCREWS (SEE TABLET.', 24'-Oz-,
SPLICE PLATE EACH SIDE OF BEAM)
p 5052-H32 ALLOY OR EGU-L,1^1/8' THICKNESS
af
�r
o- o
AAAA
4.�
1
uNC 10
i�5 (T�N+�*��" 'gB1YA*31''lscaex�
MANSARD BEAM
CONNECTION DETAIL
MIN. (4) /IOx2' LONG
S.M.S. INFO SCRDV BOSSES
(TYP. ALTERNATIVE) ,(%+
;.M.S. POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
MT)
PURUN FASTENED TO COLUMN/P
WNH (4) /12x1' SATs. (EACH I
USING )6- WICN MT BAR BENT
TO ITT (6063-T6 ALLOY)
MTO
k14x%- SCREWS
(x)
I (Il)
I Qxa)
I (xxxx)
BEAM
LINE
'A'
LINE
'B'8'C'
SCREWS
TOTAL
PLATE
WIDTH
2x4
3
2
24
12,
2x5
3
3
32
14'
2x6
4
3
40
14'
2x7
5
4
56
16-
D1101111111
I"
WPM
-
2x9
5
6
72
1H'
2x9(HW)
6
7
Be
18''4
2xlO
7
7
(3) 112rY' S.M.S., EACH LEG AND
/12xK' S.M.S. CHANNEL TO BEAM
9 SCREW TOTAL
MIN. (4) 110x3- LONG S.M.S. INTO
SCAN BOSSES (TYP. ALTERNATVE)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
)
)• PO BOX 10039
1L Tempe, FL 33679
F ( Tel: (813) 374-0321
ISSUED
BEAM MICHWG 0 24 O.C.
AND
2x3x0:0>0_,'^ SEE TABLE FOR TOP. TOP AND SOTTO; OF SMB
Do
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PU N
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Q
W
Li
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ii
—
W
of
1x1x1§' BY 3' LONG
ANGLE.
Q
O
BRAKE -FORMED RECIEVING CHANNEL
(MIN. 0.062' MATERIAL THICKNESS)
1' x 3' I.C.
EACH SIDE (TYP.)
(MM (6)
(TYP. ALTTERNAx
LEG TOTAL (TYP..)
U
Z
W
J
TO
W
%dG D�
0
O
LL))
PURLIN TO ROOFp39 MIEWED �OR
CONNECTIHt COMPLIANC
U
O
_ fV ``�O�C
DRAWN BY.
CHED TO
S.M.S. `)^
SM.
CHECKED BV:
S.N.B. BFAATI
o MAY BE SLOPED OR FLAT
SCALE:
(SEE PLAN FOR --SIZE)
DATE:
.Nlbxt'r
)'k.
110S.uS. 0 24' O.C. —
)NNEx1%' TO ix2 O.B. TO 2.3.
(9) /121W S.M.S. EACH SIDE.
OF BEAN (TYP.) OR
(6) 012xY' S.M.S. EACH SIDE
OF BEAM FOR 2x5 COWMN TO
2x5 BEAM
CONNECTION DETAIL
St. Lucie(
3 16' MAX. C-C
OF FASTENERS (TYP.)
FILE CO
DO YEON KIM, P.E.
FLA REG. NUMBER 49497
DO KIM AS OCIATES, LLC
26667
P 039
Tampa, FL 33679
jr-17'(R
Drawing No. - 060811
SHEET 1 OF 3
....
,- SUPPORT
-..:: I/POST
2x2x1/B' It 2' I.C. ANGLE
W/ (4) /12.3/4' S.M.5
S.M.S. WITH MIN,
EDGE DISTANCE
O O
O O
(EALx SIDE)
i§I CONCRETE ANCHOR
W/2)6' EYBEDMDO INTO
S (EACH SIDE) CONCRETE
(EACH SIDE)
x
- I 3' MIN. (1YP.)
SEE PLAN roR SIZE
!i
Ix2 O.B. FASTENED TO GORSE
SECTION CORN %14•1YM' S.NSi
24' D.C. �1
2.2x%' ANGLE 2' LONG (FACk
W/(3) A14.Y4' S.M.S. TO POS
h J B 0 N.D. GAMEXP. BOXW/ 2 1/2" MIN.)EMBEDMENT
)5' ANCLE-.'EAbH_SIDE (TIP.)
1'.2' O.B. SOLE
•4 .
.S
aF Y40.24' CONCRETE
i SCREW ANCHOR O 24' O.C.
AND 9' FROM POST (IMP.)
YFO
NCRETE 9• Nu COLUMN/POST
IL" x2 O.R. SOLE PLATE
G
EDGE•OF CONCRETE
PLAN vlEw
SA8
W ANGLE. EACH SIDE `11,.)
'STx?, MIN. �§'
.WTTTE`DISTANCE
%'0 CONCRETE ANCHOR
W/2)6- EYBEOYENT INTO
smOCNRAL CONCRETE (m.)
J 1'.2O.S. SOLE PLATE
•
Y�a
y'0�' CONCRETE �
zy
SCREW ANCHOR O 2t' O.0 y^.�.
AND 9' iRON POSE (1YPJ-\`\
}&�
n
BEAN SUPPORT
COLUMN/POST \
2.2.1/8' . 2' LD. ANGI
W/ (4) #124/4' S.M.5
(FACT( SIDE)
r_� uNNM
q"
2'. PURLIN Y,
\
2d.1§' ANGLE CUP. CUT AT
A 45' (+/-) ANGLE AND
BEM MAY ATTACHED TO THE SCREEN F
BE FLAT BEAN WITH ONE)W Ys 0 TNT
OR SLOPED n BOLT. WITED TENDER OR SAVE
/) (` ATTACHED TO NI OR FARE
O
PLAN - TYPICAL DIAGONAL ROOF
:BRACE CONNECTION
° O 4
APPROXIMATE
• GRADE I
a d
l °' A
a
O
N
d.
DIACONAL BRACING SHALL NOT
ATTACHED TO ROOF PURUNS.
2.2.0.093 BRACE
(SEE PLAN)
1.3 03. FASTENED TO CORNER
SECTION WITH JIN2' S.M.S. W/
%- DIA WASHER O IS" O.C.
PSI MIN. CONCRETE STRENGTH
COMPACTED OR
UNDISTURBED SOIL/SAND
'(2)-J5 REBAR, CONTINUOUS
3' MIN. CONC. COVER, 36' MIN.
LAP SPLICE
STANDARD TYP. CONTINUOUS PERIMETER FOOTING
2)$' MAI. THICK BACK PAYERS
9'
GOUINN/POST SET IN MORTAR ON TOP OF FOOIFA
O.B. SOLE PLATE
Ix2 O.S. SORE PLATE
� 0
8- — O
• A.
OF CONCRETE I• (TYPO rvp
/'WS*'
W N5' CONCRETE SCREO 24' O.C. 2i§' MIN. CONC.
PLAN VIEW (M.). IYj' CONC. EMBEDMENT (YIN.) EMBEDMENT 0T .)
,."MAIN COLUMN TO CONCRETE TYPCIAL FRONT VIEW OF POST TO
`,,,CONNECTION DETAIL/ FOUNDATION CONNECTION WITH PAVERS
DO KIM
& ASSOCIATES, LLC
'.1§' ANGLE (2' LONG) V7 (2)-RL4 C O N S U LTI N G
(S INm TOP BF 2.3 EAVE RAIL AND (PJ- STRUCTURAL
Ma INTO THE FRONT OF THE CORNER POST
ENGINEERS
PO Box 10039
Tampa, FL 33679
H¢ O.B. TOP MANE Tel: (813) 374-0321
CORNER POST
-1x O.B. ME WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
W0.2$' LAG SCREW O 12' O.C.. —
(1) WITHIN 3' OF EDGES (TVPJ
1'x ' O.B. (TIP.) —
NmE
FOR BLOCK FRAMED HOUSES USE
1118' D.C.NI CONCRETE
3"
OF EDGES (1YP.)
FRAME WALL
TYPICAL SCREEN EDGE TO STRUCTURE
CONNECTION DETAIL
4' NOMINAL CONCRETE SM
(25OD PSI,
FlBEH R06.6.10REVIEWED
1.5 POWIRCED
[POUNPUNOD(EUN.)B ,eR`�.. DE8 pComp]
jE
. 4 d ab
D
'd.
`i 4' • .
•. • `UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (9D1( PROCTOR)
_--•. - I MIN. (1)-/5 RESIN COMINUOUS, SPLICE
MUST OVERLAP 20' MIN.
3' COVER (TYP.)
EXISTING FOUNDATION/SLAB DETAIL
ISSUED
f
R
C O
W
C/
U O
y J
IRD U
L) Z
W
UJI
N W
a O 0
H 5
H Q
Z U U
W (n 0-
U 0
DO YEON KIM, P.E.
FLAL REG. NUMBER 49497
DO KI PAASSIATES,LLC
9
VT(s i7s
Drawing No. - 060811
SHEET 20F3
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 mini. 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-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 (4)4104" 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.
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
0.186
#12
0.219
3/8"
#14 (1/411)
0.250
1/2"
9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, W, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002A,
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.
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.
REVIElWED I
C®DE ICOMPL
ST. LUCIE CO
BOCC
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tat: (813) 374-0321
ISSUED
DATE:
►NCE
NYEON KIM, P.E
F EG. NUMBER 49497
DO KI 8 SOCIATEB, LLC
A4 26887
P x 10039
Tampa, FL 33679
rl.fF
Drawing No. - 060811
SHEET 3OF3