HomeMy WebLinkAboutSCREEN ROOM DETAILS,S^)GAS
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COMPLETELY THROUGH COMPOSITE ROOF.
EXTRUDED OR BRAKE -FORMED ROOF MEI
OR RECEIVING CHANNEL WA44' MIN. IT
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CONSULTING
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TO STRUCTURE
(SCE (SEE PEA P EAM FOR SIZE, ATEACH EACH SIDE OF UPRIGHT
)ETAIL
MIN. 0.050' WALL TO EDGE BEM1 WITH (a) $10x2'
THICKNESS) S.M.S., INTO SCREW BOSS. (4)ESCREWS
PO BOX 10039
( EACH SLOE (TYPJ .1
5
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Tampa, FL 33679
Tel: (IlI 374-0321
Fax: 813 374-0322
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Description7111
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CONCRETE SCAM 0 O.C. 26' MIN. CONY.
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TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
(OPTIONAL)
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#5 REBAR CONTINUOUS, SPLICE
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1' (TYP.) ��
UST OVERLAP 20' MIN.
SLAB/POST DETAIL
3' COVER (TYP.)
PLAN VIEW
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W4.4
BY
St. Lucie County
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM & ASSOCIATES, LLC
C 26887
PO X 10039
Ta L 33679
AV 15
Drawing No. - 060327
SHEET 1OF2
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FILE COPY
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General Motes 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 40,00.0 psi (grade 401 and be provided with cover in accordance with ACI 318.
3. All dimensions are provided by contractor, 00 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, or 6063-T6 Alloy.
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 (41-#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)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
s/�'
%2"
#12
0.219/,"
9/
#14 (1/4"1
0.250
1/='
9. Structure has been designed to meet the 61" Edition FBC (2017 FBC). 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,
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. Aluminum roof pans shall be of aluminum alloy 3105-1-114 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-1-115
or 3105-1-125.
DO KIM
& ASSOCIATES, LLC
CONSULTING
-STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fmc (813) 374-0322
ISSUED
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM &ASSOCIATES, LLC
26887
P X10039
T ,�PIf3679
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Drawing No. - 060327 1
SHEET 2 OF 2