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TOTAL WIDTH
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2x6 4 3
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CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
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(0) 112A5' SLS. CHANNEL TO OFAH SCREW BOSSES (T)'P. AITOBUDIQ
(@) So" TOTAL
BFNL LANO SFRO O.C.(TOP AND EOF SYB
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BRAIE-FDmlm NdTMNa aYNNR 1ANGLE.134' EACH SIDE (iTP.)
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1' . 2 1/a' : 1' . ]• LG LEG (6) TOTAL S- )
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CONNECTION DETAIL
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DO KIM
ASSOCIATES LLEI
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa. FL33679
Tat (813) 3740321
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DO YEON KIM, P.E.
FLA- REG. NUMBER 49497
DO KIMkSO,CIATES,LLC
Tampa, FL 33579
Ling No. - 060811
SHEET 1OF3
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W/2iA• FMBmMENT INTO
F/ ((E�R�U�TVgR�AL) CONCRETE
SEE FLAN FOR SIZE
1.2 O.B. FASTENED TO CORNER
SECTION WITH 114.115• S.MS.ON
24' D.D. 11
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4 ps 0 .D. HCAM M. BOLT
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L 112 O.B. TOP FRAME STR U CTU R L-
ENGINEERS
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TmnpB, FL 336 33679
Tel: (813) 3744)321
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CHECKED BY. DYK
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(250D PSI, RAM.) W/6.6.10 10
. (4) /12.% SLS. O EACH
SCALE
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FLA REG. NUMBER 49497
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ALTERNATE (2)
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SPLICE
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PLAN - TYPICAL ROOF
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BRACE TO BEAM CONNECTION 1
-
FOUNDATION/SLAB DETAIL Drawing No. - 060811
SHEET 20F3
NO
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(2)-/1401' S.M.S.
THROUGH )S OF 2.
UPRIGHT INTO
POST 0 12' O.C..
(SEE PLAN FOR SIZE) <3)-%'0 THRU BUILT
V/IYi P WASHER
BASE INSERT V/Ili' VERTICAL
LEGS %' THICK 6063-T110I USE CAST 1ALLOY BASES (TYP.)
C4)-%'O HOT DIPPED GALVANTZE➢
WEDGE ANCHORS V/ 211' MIN EMBEDMENT
TOP OF CONCRETE
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S.M.B. BEAM
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(TYP) NOTCH KNEE BRACE TO ACCEPT BEAM
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ASSOCIATES, LLC
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114x3:' p 24O.0 S.M.S.
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AT MIDHMGHT OF BEAM
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(1) S.M.S.
2x2r§' ANGLE (UC SIDE)
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(B) I14=2xY' B.M.S. H SIDE
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Tel: (813) 374-0321
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(24- MIN.)
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(4)-#14.-Y' S.M.S.
2• MIN
DISTANCE
POST (SEE PLAN FOR SIZE) (3)-%'0 THRU BOLT
V/!y'0 WASHER
2x SMB P BASE INSERT V/ufi' VERTICAL
UPRIGHT OR O.B. LEGS 36' THICK 6063-T6 ALLOY
(SEE PLAN
FOR SIZE & #D NOT cy BASES (TYPJ
LOCATION) (4)-%'0 HOT DIPPED GALVANIZED
WEDGE ANCHORS V/ 2Y' HIM EMBEDMENT
00 O INTO CONCRETE.
TOP OF CONCRETE :4 ,
4%
4x4x0.125 POST TO CONCRETE 2' MIN EDGE
CONNECTION DETAIL DISTANCE (TYP.)
KNEE BRACE CONNECTION DETAIL
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.
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Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
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3.
All dimensions are provided by contractor, DO Kim & Associates, LLC have made interpretations where necessary.
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4.
The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
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contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
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there is a question about the host structure, the owner (at his own expense) shall hire an architect or engineer to verify host
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structure capacity.
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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
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components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted,
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6.
Unless otherwise noted, SMB shall be stitched with #1100/4" SMS at 24"o.c., top and bottom.
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7.
Connections using screw basses shall have minimum (4)-#10x2" per connection unless shown otherwise.
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B.
Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
DRAWN BY:
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1-1022 Low Carbon Steel SMS & Self -Drilling ITEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(In)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
1/ s'
1/2"
#12
0.219
#14 (1/4")
0.250
1/2"
14.1
9. Structure has been designed to meet the 61h Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Val, 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" (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.
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI 8PTES, LLC
7
39
Ta679
I-1•'4
Drawing No. - 060811
SHEET 3OF3