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EDGE OF CONCRETE 1'(TYPJ M UST OVERLAP 20' MIN.
PLAN vlLw LAB/POST DETAIL 3' COVER (TYP.) Drawing NO;-060327
SHEET 1.OF2
file Copy
DO KIM
&ASSOCIATES,LLC
CONSULTING
S TR LJ C'YLJ RA L
ENGINEERS
PO BOx 10039
Tampa FL 33679
Tel:(813)374-0321
• Fax(813)374-0322
RvicIm, Desollptlon
0.11 Is5OE0
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General Notes and Specifications:
i. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate p
consideration.
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi,and be In'ac-cordance with the requirements of ACI 318.-
Reinforcing steel shall have a min.yield strength of 40,000 psi(grade 401 and be provided with cover in accordance with ACI 318.
I. 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 (3
there is a question aboutrthe host sfructure,.the owner(at his own expensel shall hire an architect or engineer to verify host FQ
structure capacity. U o
5. Screen density shall be a maximum'of 18 x 14 x 0.013"mesh.Aluminum shall be 7005453 Alloy,600545 Alloy,or 6063-T6 Alloy. d p
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6. Unless otherwise noted, SMB shall be stitched with#100/4"SMS at 24"o.c., top and bottom. ca
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7. Connections using screw bosses shall have minimum(4)-WW" per connection unless shown otherwise.
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S. Unless otherwise shown,screws shall have minimum edge distance and center-to-center distances as shown in this table. �a— O F-
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C-1022 Low Carbon Steel SMS &Self-Drilling(TEK)Screws(Industry Standard Screws) Z V U
Nominal Screw Diameter Minimum Center to Center W r� a
Minimum Edge Distance 71
Screw (in) Distance O
#50 0.188 '! I/2" DRAWN et one
CHECKED BY: DYK
#12 0.219 /e" Vu' SCALE: ASSHOWN
#14(1/4") 0.250 %2" s/e' DATE: 3n7me
9. Structure has been designed to meet the 51 Edition FBC(2014 FBCI.Project is sited where the ultimate design wind speed, VUIt, DO YEON KIM.P.E.
is-150 mph 13-sec gust)for risk category I buildings and other structures.Exposure B. Design pressures are from Table 2002.4, FLA.REG.NUMBER40497
2014 FBC reduced by 0.88 for screen mesh factor,0.6 for allowable stress design(ASK).
- 00 KIM 8 9 CWTEB.LLC
10. Concrete anchors may be"Large Diameter Tapcons"(LTDs), Tapcon concrete screws,Simpson Strong-Tie Anchors or Titian Screws an ea7
a 687
or approved equal. 679
11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28.Composite panel skins shall be of aluminum alloy 3105-1115 4.17
or 3105-H25.
DraWng No,-060327
SHEET 2CF2