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APPROXIMATE GRAD
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2500 PSI MIN. CONCRETE STRENGTH
• · 111: ... wrn1�COMPACTED OR
4 ffi;;;II UNDISTURBED SOIL/SAND <1 . -(1)-#5 REBAR, CONTINUOUS . . . . .. . 111;;;1T 3• MIN. CONC. COVER, 36" TT' 11ml 11ml 111 I I� nill�MIN. LAP SPLICE
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12" MIN.*
MIN. CONTINUOUS PERIMETER FOOTER
(3) #14x¾• S.M.S. <TYP, EACH STRAP AND EACH SIDD
lx5x)(,• ANGLE 4' LONG <TYP, @ EACH BEAM)
EXTRUDED DR BRAKE -FORMED RECEIVING CHANNEL <0.044' MIN. THICKNESS) \/ITH
MIN, 1�• BEARING LEG,
#!2x�• SMS I// INTEGRAL ¾'¢ \/ASHER AND NEOPRENE GASKET @ 12' □.C., TOP & BOTTOM,
(2)-#!2x½,' SMS I// INTEGRAL ¾'¢ \/ASHER AND NEOPRENE GASKET
@ 18' D.C. -<TYP.) !-.-,-,;,-"'n'_;;;�-���-.:....--1
SUPER GUTTER "'--S□F FIT
COMPOSITE ROOF TO SUPER GUTTER
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.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 t-o verify hostst-ructure capacit-y.
5. Screen densit-y shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 1005-T53 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy.
6. Unless ot-herwise not-ed, SMB shall be st-it-ched wit-h #10x3/4" SMS at 24"o.c., t-op and bottom.
1. 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 cent-er-t-o-center dist-ances as shown in t-his 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 '!,." ½"
#12 0.219 '!," '!,."
#14 (1/4") 0.250 ½" '!,"
9.Structure has been designed t-o meet the 7'" Edition FBC (2020 FB[). Project is sited where the ultimate design wind speed, Vult, 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 st-ress design (AS□).
10.Concrete anchors may be "Large Diameter Tapcons" (L TDs), Tapcon concret-e screws, Simpson St-rang-Tie Anchors or Tit-ian Screws or approved equal.
11.Composit-e panel skins shall be of aluminum alloy 3105-H15 or 3105-H25.
DD KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fax: (813) 374-0322
Rev./Date Description
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 3/27/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM &ASSOCIATES, LLC
CA#26887
PO BOX 10039
Tampa, FL 33679
Drawing No. -060327
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