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ARE THE RESPONSIBILITP OF THE
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10039
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494E
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SECURE FASCIA TO EACH RAFTER TALL
ryn
V/ O) M•0x4• LONG PAN IEIIO LAG S
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)OF BEAM TO SUPER GUTTER
CONNECTION DETAIL
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CONNECTION DETAIL LX11 7 7, 96 18
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C 6 SCREW MAL
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ECTION DETAIL
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To
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0�S; S.FILT( ME.
V SH1S. ENXI SIDE
1 FOR W CDWYN TO
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 1=9
Tampa, FL 3367E
TO (813) 37447321
Rev Descd 'on
/01 TM
. ISSUED
BFAY STfrCHWG 0 24' D.C.
OYP. T AND BoDOY OF SUB J
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DO YEON MUM, P.E.
FLA. REG. NUMBER 49497
DO MIM 6CIATES. LLC
P BOXIDD39
Tampa. FL 33679
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Drawing No. - 060811
SHEET 1OF3
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2 2x%' ANGLE CUP• CUT AT 10 0.B FASfEDED TO COMMON CODER POST
A 45- (+/-) ANGLE AND 1 sEcnoN WITH /10a' S.MS. W/
BEAM MAY ATTACHED TO THE SCR4III RODF CA WASHER 0 1B" QC.
BE MT BWITH ONE 1 Yi A gm--I.O.B. 510E WALL NER CORUPRIGHTNF
OR SLOPED BOLT. OLT. WISHER.
DIAGONALED TO BRACING
OR NAVE RWL
DIAGONAL BRACING 4NOT BE
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2idi M BRACE ELEVATION MEW
(SEE PLAN)
LAN -TYPICAL DIAGONAL ROOF ^ CORNER POST / COLUMN
UPRIGHT DETAIL
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IN IOU ((� ITTTTTTa
a.•.
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FOUNDATION CONNECTION WITH PAVERS
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[P0.YPROPWEYIN.)PNRE E PR -
1.5 Po{C.Y.]
4'
`UNDISRIRBED SOIL OR COMPACED
CRUSIWc UMEROCK (BOX PROCTOR)
MIN. (1)-/5 AEBAR CONTINUOUS. SPLICE
MUST OVERLAP 20" YIN.
3• C VER M.)
PSI MIN. CONCRETE STRENGTH
DO KIM
& ASSOCIATES, LLC
CONSULTING
.STRUCTURAL
ENGINEERS
PO Box 10039
TempB. FL 33679
Tel: (813) 374 =1
2eY.IDIM Clesai lion
�ro ISSUED
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COMPACTED OR
UNDISTURBED SOIL/SAND
=
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(1)-/5 REBAR, CONTINUOUS
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CHECKED BY.
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MEMBER INTERSECTION
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ALTERNATE (2)
.AR1 2.3 BRACE
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
DO YEON KIM, P.E.
FLA. REG. NUMBER 45497
DO KI O IATES, LLC
2 7
Tem
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 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. 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
0.188
#12
0.219
#14 (1/4")
0.250
Y2"
5/8'
9. Structure has been designed to meet the 6m Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vw, 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 KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
— - -Tel:(613)374-0321
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8111106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO ASSOCIATES, LLC
V&6887
PO Box 10039
Tampa, FL 33679
Drawing No. - 060811
SHEET 3OF3