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DOUBLE S,M,B, BEAM <SEE PLAN FDR SIZD POST
<3>-'!(,•¢ THRU-B □LT1,// 1¼' 1,/ASHERS
DOUBLE S.M.B, BEAM <SEE PLAN FDR SIZD (3)-'!(,'¢ THRU-B□LT1,// lj' 1,/ASHERS
NOTCH POST TD � ACCEPT BEAM
2x3x0.044
#14x 4" 0 24" O.C. (TY P.)
(1)-#10x¾" 0 12" O.C. OR (1)-#14x¾" Cl 24" O.C S.M.S. AT M IDHE IGHT OF BEAM
DOUBLED BEAM (SEE PLAN FOR SIZE) BEAM STITCH ING SCREW O 24" O.C. (TYP. TO P AND BOTTOM OF SMB)
S.M.B. BEAM {SEE PLAN FOR SIZE)
2x2>Q{," ANGLE (EACH S IDE) (8) #14=2x¾" S.M.S. EACH S IDE OF BEAM
MAX. D ISTANCE FROM BEAM EDGE (TYP.)
2X CARRIER BEAM (3)-'J(,'¢ THRU-B□L T 1,// 1\' 1,/ASHERS, EO. S PACED. CEN TER NOTCH POST AS REQURED
SCRE W ½" M IN. EDGE D ISTANCE (TYP.) MAX. D ISTANCE FROM 1· BEAM EDGE (TYP.) USE 0.125" MIN. TH ICK ANGLE (EACH SIDE) OR 0.050" THICK 'U' CHANNEL. 6063-TS ALLOY PLATEW/ (6) #12x½" S.M.S. EACH SIDE (12 TOTAL) . .., ....': "4 : : y· :'
. HOST STRUCTURE (MASONRY OR WOOD) S.M.B. BEAM , •·. 4 . ·. (FLAT OR SLOPED) " · • • (2) ¼" ¢ x 2½" LONG WOOD LAG SCREW OR f"=SE:E::::P:::::LA::::N:::::::::::FO:::R::::S:::IZ:::E===;�;;j.;.;;;;j'. · .' • �... . •4 (2) ¼" ¢ x 2¼" LONG MASONRY ANCHORS
1 2" M IN. EQUALLY S PACED (TYP.) ff• A . .4
..4 • . ...
HOST STRUCTURE ANCHORS EQUALLY SPACED (TY P.)
POST TYP. BEAM TO DOUBLE CARRIER BEAM CONNECTION 2"x0.125" M IN. TH ICK CHANNEL W/ z¾" LEG. M IN. (8) #12x1" S.M.S. EACH SIDE TYP. BEAM TO HOST
STRUCTURE CONNECTION
DOUBLE CARRIER BEAM TO
POST CONNECTION DETAIL (2)-#14x¾" S.M.S. THROUGH ½ OF 2x U PRIGHT INTO
PO ST @ 12" O.C., (TYP.)
2x SMB � UPRIGHT OR O.B. (SEE PLAN FOR S IZE & LOCAT ION)
l-
NOTCH KNEE BRACE TD ACCEPT BEAM FASTEN 1,/ITH (6) #14X¾' S.M.S., EACH SIDE. DR (2) ¾'¢ THRU B□L TS 1,// \,/ASHER & NUT,
0 a.
POST (SEE PLAN FOR SIZE) BASE INSERT 1,/ /1)(>' VERTICAL LEGS ¼' THICK 6063-T6 ALLOY (3)-'!(,'¢ THRU B□L T 1,//1¾'¢ \,/ASHER DD NOT USE CAST ALUM. BASES <TYP.l (4)-'!(,'¢ HOT DIPPED GALVANIZED \,/EDGE ANCHORS 1,/ / 2¼" MIN. EMBEDMEN T INTO CONCRETE. TOP OF CONCRETE ...
POST TO CONCRETE
CONNECTION DETAIL
"'-4x4,0.125 KNEE BRACE OR SEE PLAN FOR S IZE (ALTERNATIVE ) CONNECT KNEE BRACE W/ 0.050" THICK 'U' CHANNEL. 6063-T6 ALLOY PLATE OR STRONGE R, FA STEN 1,/ITH (4) #14X¾' SMS EACH SIDE. DR (2) ¾'¢ BOLTS 1,// \,/ASHER & NUT,
�,ca�==_J ,___,._____ (24" M IN.) <4>-#14x¾' S.M.S,
KNEE BRACE CONNECTION DETAIL
2' MIN. EDGE DISTANCE <TYP.)
TYP. EAVE RAIL BEAM CONNECTION
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-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 #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 S/1t ½"
#12 0.219 3/a" 9/,6"
#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•1t, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2020 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
10.Concrete anchors may be "Large Diameter Tapcons" (L TDs), 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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