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1x O.B. OR 2x
(2)¾u¢x2½° LG. LAG SCRE'w'EACH SIDE □F BEAM CTYP.)
(4)#14x3/4" S.M.S.
(TYP.)
ROOF BEAM
(FLAT OR SLOPED)
2x2x,Ys" ANGLE, EACH SIDE
(TYP.)
(8)#14x3/4" S.M.S.,
EACH LEG (TYP.)
0..: >' I.-< 'v
F ACIA TD BE 2x6 (MIN.)
SECURE FASCIA TD EACH RAFTER TAIL
'w' I (1) ¾u¢x4° LONG PAN HEAD LAG SCRE'w'SBEFORE ATTACHING SUPER GUTTER
General Notes and Specifications: ROOF BEAM TO FASCIA CONNECTION DETAIL 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 ACl 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 cont ractor, DO Kim & Associates, LL( have made interpretations where necessary.
4.The following structures are designed to be attached to block and wood fram e 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 #10x3/ 4" SMS at 24"o.c., 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)
Nominal Screw Diameter Minimum Edge Distance Minimum Center to Center
Screw (in) Distance
#10 0.188 'l,t ½"
#12 0.219 l/8" '!,;"
#14 (1/4") 0.250 ½" S/ a"
9.Structure has been designed to meet the 7th Edition FBC (2020 FBC). Project is sited where the ultimate design wind speed, V•11, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2020 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).
10.Concrete anchors may be "Large Diameter Tapcons" (L TOsl, 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.
DD KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
Rev./Date Description
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 8/11/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & ASSOCIATES, LLC
CA#26887
PO Box 10039
Tampa, FL 33679
Drawing No. -060811
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