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UO YEON KIM, P.
FL -A. LAC. NUMBER 9 97
CA_ # 2688y
®O KIM a. ASSOC
P.O. BOX 100 6J�'a
TAMPA, FL 339Q%
(813) 875-9955
11111103
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SEAL AS REO'D.�
SECURE FASCIA TO EACH RAFTER TAR
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ENTIRE LENGTH OF RECEMNO CHANNEL
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FAR SIZE)-•:ifz �<�{c'''•(-
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Y' 0 K 2Y' LONG WOOD LAG SCREW OR
AGPE ... Y. 0 x O.C.LONG MASONRY ANCHORS
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O O O O O O' '• MASGNRY DR vppm
EXTRUDED OR BRAKE -FORMED ROOF HEADER
414x)e SM.S. WANTEGRAL Y'0 WASHER AND OR RECEIVING CHANNEL (0.044- MIM THICKNESS)
MEIPRENE GASKET TOP M 014.Y- S.M.S. BOTTOM, B WITH MIN U$ BEARING LEG.
12' O.C. IF CLEARANCE PROHIBITS INSTALLATION
OF TOP FASTENERS USE B14 SM.S. B 12' DG -
C ETELY THROUGH COMPOSITE ROOF.
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL
)§' ANGLE;•EACH SIDE (IYP.)
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1. O.B. FAMNED)TO CORNER
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244" AN, 2' LONG (EACH SIDE)
WA 11 � S.M.S. TO POST
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CONSULTING
STRUCTURAL
ENGINEERS
EDGE BEAN
(SEE PLAN FOR SUE,
ATTACH EACH SIDE OF;UPRIGHT
KIN. 0.050" WALL
THICKNESS)
TO EDGE BEAN WITH (B)''410x2'
S.N.S., INTO SCREW BOBS, (4) SCREWS
p0 BOX 10039
EACH SIDE (TrP.)
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Tampa, FL 33679
COLUMN/Post-
Tel: (813) 374-0321
Fax: (813) 374-0322
PI
(SEE PL (BEE AN FOR SIDE)
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ISSUED
COWMN
THICK BRICK PAVERS
ORIM ON TOP OF FOOTER
O.B. SOLE PLATE
�2%"
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NOMINAL CONCRETE SLAB
BETE SLAB
DRAWN BY:
DY
(2 PSI, MIN.)
CHECKED
BY:
DY
W.W.M. OR FIBER REIIJfi'O
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SCALE:
AS
POL�Jf'�h (u §OR
GATE: arz710e
CODE CO PLIANCE
L I ST_ I I
UNITYV
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: . 6A
-.UNDISTURBED SDIL DR COMPACTED
CRUSHED LIMEROCK (90% PROCTOR)
DO YEON KIM, RE
FLA. REG. BER 49497
DO KIM PSS CIATES, LLC
6887
OB X10039
Tampa,33 79
#5 REBAR CONTINUOUS, SPLICE
THICKENED EDGE
UST OVERLAP 20' MIN.
3' COVER (T)FILE COp
e+
SLAB/POST DETAIL
Drawing No. - 060327
SHEET 1OF2
2500 PSI MIN.
d a CONCRETE STRENGTH
V d d III —I
III-
1a. IIIIII�COMPACTED OR
d• III-11 UNDISTURBED SOIL/SAND
0
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-III; II III-III,;,III_I -
12" MIN.*
-(1)—#5 REBAR, CONTINUOUS
3" MIN. CONC. COVER, 36"
MIN. LAP SPLICE
General Notes and specifications:
MIN. CONTINUOUS PERIMETER FOOTER 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-T5 Alloy, or 6063-T6 Alloy.
6. Unless otherwise noted, SMB shall be stitched with #100/4" 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 ITEM Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
s/ 6,r
1 ,
#12
0.219
3/a
16
#14 (1/4")
1 0.250
1/2"
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OR
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9. Structure has been designed to meet the 61" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vult,
is 15D mph 13-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). CC,,�� �+®��
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong-TiY chors or Titian Screws
or approved equal.
11. Composite panel skins shall be of aluminum alloy 3105-H15 or 3105-H25.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
Po BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fan: (813) 374-0322
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SCALE: ABSHOWN
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM B 039 LLC
2 87
P 10039
Te 679
Drawing No. - 060327
SHEET 2 OF 2