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REVIEWED FOR
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aFyv ST. LUCIE COUNTY
BOCC
CO YEOW KIM, P_E_ `
LIC- "UMBER 49497
' CA_ # 26887
1�0 KIM ASSOC, LC
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TA F FL 33579
( ) 875-9955
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'A' 'B'&'C' TOTAL WIDTH
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20 5 4 56 16'
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CONNECTION DETAIL 2xIO 7 7 96
3) `e12x"S.Ms:, EACH IEG AND
(9) 'SCR�DV TOTAL CHNIND. TO BEAM
370 GIRT/CHNR
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x 2 1/8 Y 1- i
4) ®10.2' LONG
INTO SCREW BOSSES
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POST
MIN. (4) ®10.3' LONG S.MS. IWO
SCREW BOSSES (TYP. ALTERNATIVE)
BEAM STDCHWG 0 2r O.(L
CM. TOP AND BOTTOM OF BUS
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JAW BY 3' LONG
ANGLE, EACH SIDE (M.)
LEG #B) ' SA
TOTAL
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P 102,
PURLIN TO.ROOF BEAM
- -
CONNECTION DETAIL
.ST. LUCIE
BOI
Ox0.045 EAVEFWVATTACHEDVIDISTMCE
>NS WITH (3)=/10.2' S.M.0
S.M.B( BEAM
TO SCREWABOSS.MAY
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2x5 BEANIN.
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MAIN POST / COLUMN TO ROOF BEAM
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CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
—C) O
F-
DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8111N8
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM AS IATES, LLC
AB 26 7
P ox 1 039
Tamp , F 9
1! g-7,l4
Drawing No. - 060811
SHEET 1OF3
3' MIN.
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•._ey'COWNN/POSE
1J6GLE, EACH MOE DYPJ
B" x 2*LG. ANGLE
WITH MIN. ?p"
Y
( y
W/ B12v3/4" SAS
W/ (4)
(EACH SDE)
EDGE
EDGE DISTANCE
W/2%ONCREIE 14T INTO
MPucCNRAL CONCRETE
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O O %-0 CONCRETE ANCHOR
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loQ O.B. FATTENED TO COME
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24' O.C.
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EDGE DISTANCE
WN
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)6'0 CONCRETE ANCHOR
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,+ MAIN COLUMNI
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1.2 O.B. SOLE PLATE
0
V (TYP.)
2'. PURUN
BEAM MAY
BE FLAT
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ONAL ROOF
/ RI4 TENS INTO THE FRONT OF THE CORNER POST
D K I M
& ASSOCIATES, LLO
CONSULTING
STRUCTURAL
1x2 D.B. TOP FRAME
ENGINEERS
2a 4- ANGLE CUP, CUT AT W O.B. FASTENED TO CORNER
CORNER POST
A 47 (4/-) ANGLE AND SECTION WITH BIOx2" S.M.S. W/
ATTACHED TO FINE SCREEN ROOF M• DIA WASHER a 18" O.C.
BEAM WOH ONE (1)IY"0 THRU-
PO Box 10039
BOLT. WON FENGER ;WASHER.
la O.B. SIDE WALL CORNER UPRIGHT
Tampa, FL 33679
ATTACHED TO BEAM.OR EAVE RAIL_
DMIXINM RRMING SHAI I NM RF
I
Tel: (813) 374-0321
2x2x0.093 BRACE I RDVJOM UBE
(sEE PUN) ELEVATION VIEW
QO A16 ISSUED
CORNER POST / COLUMN
UPRIGHT DETAIL
2k' MM. 1MON BRICK PAVERS
SS MORTAR RTNM OORTAMORTARR ON TOP OF FOOMR
D� .B. sDLE PLATE
A
' d
Y Ox5' CONMETE SCREWS O 24' O.C. 2%' MIN. CONC.
(D'P.), lY" GONG. EIOBEDMENT (MIN.) EMBEDMENT (IYP.)
ANGLE
S.M.S TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
POST
4' NOMINAL CONCRETE SLAB
MIN.) W6x6xIO1O
WW.M. OR500 PSI� FIBER REINFORCED
[POLYPROPYLENE FIBER -
IS POUND (MIN.)PER C.Y.)
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�N UNDISRBED SOIL OR COMPACTED
CRUSHED UMEROCK (BOX PROCTOR)
- I MIN. (1)-15 REBAR CONTINUOUS. SPLICE
MUST OVERLAP 20' MIN.
3" COVER OYP.)
2500 PSI MIN. CONCRETE STRENGTH
4
REVIEWEC
FOR
APPROXIMATE',
.<
I
COMPLIANCE
CODE
II�
ST. LUCIE C
UNTY
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COMPACTED OR BOC_
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BRACE
DRAWN BY: DYK
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2"x1"x'¢" ANGLE (BRACE) W/
CHECKED BY: DYK
(4) 812d'7 S.M.S. O EACH
MEMBER INTERSECTION
SCALE: ASSHOWN
_
DATE: 8/11106
a
e
e
ANGLE 3' LONG ON
UNDOR
UNOETSIOEW/({) B12rYf S.M.S.
BFAM MAY
EACH LEG (BEAN & EWE)
BE MT
OR SLOPED
(p) B1muy1S•�
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DO YEON KIM, P.E.
�.5.
ODp
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PUN))
FLA REG. NUMBER 49497
Rol Bmx3Y' s.Ms.
EACH END)
ALTERNATE (2)
2x3 BRACE
DO KIMPASCIATES,
LLC
0039
FL 33679
)Tampa,
ll�z�?�i
PLAN - TYPICAL ROOF
•
BRACE TO BEAM CONNECTION 1
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2 OF 3
r
11.9
I
'te
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
ROCC
General Notes and Specifications:
V
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) shalt 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, 6D05-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'Vc., 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.
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
0.180
#12
0.219
/e'
s/w"
#14 (1/4")
0.250
Y2"
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box IOD39
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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FL
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
9. Structure has been designed to meet the 6'h Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vdt, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, D KI & SOCIATES, LLC
Ap 26887
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). 9
Ta FL 33679
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. I Drawing No. - 060811
SHEET 3OF3