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L C-C FAST(
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/1212' S.N.S. a 24' O.C.
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ROOF BRAY
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%- 0 CONCRETE ANCHOR G'. PLACES)
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SECURE FASCIA TO EACH RAFTER TAIL
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BEFORE ATTACHING RIPER GUTTER
0) Y.'Mx2' M LAG SCREWS
(TYP. a EACH BEAM)
(OR') 0) L12x2• &KS. M l2' nc.
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S.YS RTIO SCREW BOSSES
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(TYP.)
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x 2 +/a' x 1' x 3' W. LEG (6) TOIAL (TYP.)
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PURLIN TO ROOF BEAM
CONNECTION DETAIL
-
) EAV L ATTACHED TO
TH (3)-/10x2%S.YS
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R 2x5 COIMON TO
MM DEAN EDGE
(STANCE MP.I
CDLUYN/POST
MAIRPOST / COLUMN TO ROOF BEAM
'CONNECTION DETAIL -`
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tamps, FL 33879
Tel: (813) 374r)321
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DRANK BY:
DYK
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM4AM,17E
ES, LLC
9
79
COP0611
Drawing No. - 060811
SHEET 1OF3
- : -
PURUN SI'
COLUMN/Kw
ANGLE, SIDE (1YP.)
2 1/8' a 2' I.G. ANCLE
S.N.S. WITH MIN.'
`EACH
3§'0 CONCRETE ANCHOR
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W/ (4) j12x3/4' S.YS
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W/2%w EMBEDMENT INTO
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.
2Y2x)6S ANGLE CUP, CUT AT 1x3 O.B. FASTENED TO CORNER
c• 4
.
A 45 ANGLE AND ANGAND SECTION WITH j10a2' SAI.S. W/
MIN. (L1R.j
BEAM MAY
ATTACHED TO THE SCREEN ROOF %' OW WASHER , 18" O.C.
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/WyTM j14.9j- S.M.S.,
i
INGLE 2- LONG (EACH SIDE)
14A7 S.M.S. TO POST
N.D. GALV. EXP. BOLT
12' MIN. EMBEDMENT
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. • ♦ i
PR'
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3' MIN. (TYP.)
Y4'Oa2Y4- CONCRETE
SCREW ANCHOR O 24' O.C.
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lx2 O.B. SOLE RATE
CONCRETE J ~ V (TYPJ Y
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MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
1z-�0'7---F PULE II '
I PLAN -
BRACE
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BEAM
POST
111
BRACE
COLUMN
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o.e SOLE PILATEz
e.
r 0x5' CONCRETE SCREWS O 24' O.C. 2)6' MIN. CONC.
(TYP.), %- GONG. EMBEDMENT (MIN.) EMBEDMENT (M.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
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+: •4.
B'WW
FOUNDATION/SLAB DETAIL
4' NOMINAL CONCRETE SUB
_ WXAI. ORS FIBER NREINFO 1RC UO
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.]
`UNDISWRSED SOIL OR COMPACTED
CRUSHED UMEROCK (9OX PROCTOR)
MIN. (1)-j5 REM CONTINUOUS. SPLICE
MUST OVERLAP 20' ON.
3' COVER (M.)
2.5.11? ANGLE
TEKS INTO TOP
014 TEKS INTO
2)-014
RAILTHE ORIM11 ER
' THE CORNER POST
�Iz O.B. TOP FRAME
COMER POST
-Ix O.B. SIDE WALL CORNER UPRIGHT
CORNER POST / COLUMN
UPRIGHT DETAIL
DO KIM
& ASSOCIATES, LLD
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 37"321
ISSUED
2500 PSI MIN. CONCRETE STRENGTH
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COMPACTED OR — 1Q-
d. q UNDISTURBED SOIL/SAND — W
° (1)-#5 REEAR, CONTINUOUS Its W
3" MIN. CONC. COVER, 36" MIN. — a.
u I LAP SPLICE
jI
0
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O
12' MIN.*
C
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MIN. CONTINUOUS PERIMETER FOOTING
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W
(4) 11244'
2'x PURUN
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OR SLOPE[
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V
2XIYX" ANGLE
0
BRACE
DRAWN BY:
DYK
CHECKED BY:
DYK
27a1'd§' AN= (BRACE) W/
SCALE:
ASS
(4) /12rY4 S.MS. O EACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
7t INIERSECION
ANGLE 2' LONG ON
MDEW/(4) #12XY4" S.M.S.
LEG (SEMI & BRACE)
ONCE
PLAN)
ALTERNATE (2)
20 BRACE
rile
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM0020
ATES, LLC
7
39
3679
r'kAFY vk)
Drawing No. - 060811
SHEET 2OF3
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 All 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, 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; 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 #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 (TEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
5/,e"
1/2"
#12
0,219
3/e'
'/,6
#14 (1/4")
0.250
1/s"
5/e'
9. Structure has been designed to meet the 511 Edition FBC (2014 FBC). Project is sited where the ultimate design wind speed, VJ1, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2014 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" MOO, Tapcon concrete screws, Simpson Strong -Tie Anchors or Titlan
or approved equal.
DO KIM
&ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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CHECKED BY: 1
SCALE: ASSHONTI
DATE: afll S
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM&A ES, LLC
C
PO
$267T
Tem9
Copy
4,`1"`'
I Drawing No. - 060811 1