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< PLA. LAC_ NUMBER 4949,
CA_ # 20887
oO KIM a L_LC
P.O_ 13 X 10 39
TAMPA, L 679
(813) 8 966
?<<4'IT
� �ti1y
EAVE RAIL
"I TOTAL) - 012 x '
I' x 2' O.B. '_SAO N C - MIN.
PATIO SECTION PLATE EDGE DISTANCE &
C-C FASTENER SPACING)
A
00 6'x5'x0.050'
—6063-T6-ALLOY--PL-ATE-
G (ONE SIDE) OR STRONGER
a 1 K-BRACE —
3' x 3' x 0.050' MIN. 6063-T6:ALLOY PLATE OR STRONGER (ONE SIDE) WITH 2x3z0.070 CHAIR RAIL
(3) - #12 x %' S.M.S, EACH `SIDE AS
SHOWN (%' MIN. PLATE EDGE DISTANCE K-BRACE
& C-C FASTENER SPACING V
K-BRACE
1 CORNER POST
3' x 2' x 0.050' MIN.,;6063-T6
ALLOY PLATE OR STRONGER
(ONE SIDE)
�1
(3) - #12 x %'i S.MS, K-BRACE
EACH SIDE AS SHOWN
(1/z' MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING),
(5) #I2x3/4'
tx2 O.B. ATTACHED TO BEAM W/_._'
(2)-#10X2" S.M.S. INTO SCREW BOSS
✓;
(1)-1/4"xl - S.S._THRU-BOLT
W/ Y4" NUT AND: -.WASHER
® EACH SIDE=.OF BEAM
#12x2" S.WS� 0 24" O.C.
Ix2 O.B.;TO SUPER GUTTER
(4 412x3/4" S.M.S.
BEAM
OR SLOPED)
-2246- ANGLE, EACH
FOR 2x8 SMB OR LAR
I' x 2' taLE PLATE If \\ OTHERWISE
%' 0 CONCRETE ANCHOR (2 PLACES)
IN LIEU OF TYP. Y' 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL" ' BRACING
CONNECTION DETAILS
0
�':
SPACE SCREWS
EQUALLY (TYP.)
COLUMN
As
�LCF 0,
N
GIRT (CHAIR RAIL) -I !/
A.S. .
lx5x%' ANGLE 6' LONG
(TYP. 8 EACH BEAM)
(2) Y4'Ox3' LG. Q EACH ANGLE
NOTE, PRIMARY SCREEN ENCLOSURE_
ATTACHED TO HOST STRUCTURE CON
CONVENTIONAL TRUSS/RAFTER FRAM
FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG NO TO EXCEED 30' UNLE
OR WESTER RED CEDAR NOTED ON PLAN DWG.
STRUCTURAL GRADE 2 MIN.
(1) )%'0X2' LG. LAG SCREW a 24'
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
x SEE ELEVATIONS
FdR 'K' BRACE SIZE
lxlx%" BY 2' LONG -
ANGLE, EACH SIDE (TYP.)
(4) #14A" S.M.S.,
2 SCREWS
EACH LEG (TYP.)
HOLLOW POST —
BEAM STITCHING SCREWS (SEE TABLE) 2 24' O.C.
' SPLICE PLATE (EACH SIDE OF BEAM)
A //5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS
oJP�'
E
kl
/ VNE B&' ZOZPy
) .s14". SCR
lC
MANSARD BEAM
)NNECTION DETI
:-i_ j —@
DO KI M
& ASSOCIATES, LLD
CONSULTING
STRUCTURAL
ENGINEERS
;4 Tampa, FL 33679
#14x:$' SCREWS Tel: (813)374-0321
(x) (xx) (xxx) (xxxx)
LINE LINE SCREWS PLATE
" BEAM 'j Rev./DateDEISCFIPtIOf
.�51� A' 'B'B,'C' TOTAL WIDTH
P� 2x4 3 2 24 12' 0 7n7 2015 ISSUED
2x5 3 3 32 14-
2x6 4 3 40 14' , 0
2x7 5 4 56 16'� 0
r
16! f
2x9 5 6 72 18y r/A,
2x9(HW) 6 7 88 ?F�8'
:;
IL 2xIO 7 7 _ iC 18'
(3) #124j' S.M.S., EACH LEG AND
(6) #12x>" S.M.S. CHANNEL TO BEAM
(9) SCREW TOTAL
(SEE PLAN)
BRAKE -FORMED RECIEVING
(MIN. 0.062" MATERIAL THIC4
1" x 2 1/8" x 1" x 3" LG.
A'
MIN. (4) #104" LONG)
(TYP. ALTERNATIVE)
S.M.S. INTO SCREW BOSSES
TYP � ALTERNATWE)
S.M.B. POST
IS SHALL BE
ING OF
CHAIR RAIL / GIRT TO POST
WITH
THERWISE
ISE
CONNECTION DETAIL
i'.
2x PURLIN
W/ (1) Y4'OX4' LONG PAN HEAD LAG SCREWS (2) RAIL "I S.M.S. THNU. 2x3
BEFORE ATTACHING SUPER GUTTER EAVE CREW
8055ES
USE #I0x1Yz' S.M.S. �0,724" O.C.
2-�-
TO CONNECT TO•ilxO.B. TO 2x3.
r
(4) #12x3/4"
(EIf7 1
R)
(1) Y4'0x2' LG. LAG SCREWS
(TYP. a EACH BEAN)
(1) #12x2' S.M.S a 12' O.a
S.M.S.
EACH LEG.
a�,
(MAX) BETWEEN BEAMS
SIs THICK CONTINUOUS
5' or 7' SUPER GUTTER
ANGLE
MIN. 0A90' THICK
RA /,
1x2 O.B. FASTENED TO COLUMN/POST
W/(2) #10x%" S.A1.S./INTO SCREW BOSSES
,.,' � (EACH END, TYP.)
SECURE FASCIA TO EACH RAFTER
W/ (1) Y4'Ox4' LONG PAN HEAD L•
BEFORE ATTACHING SUPER GUTTE
BEAM TO SUPER GUTTER s
CONNECTION DETAIL #10x3/4" S.M.S. Y.' CONTINUOUS BEAD OF CONSTRUCTION
® 2' O.C. ADHESIVE
PURUN FASTENED TO COLUMN/P
WITH (4) #12xl" S.M.S. (EACH I
USING 78" THICK FLAT BAR BEM
TO FIT (6063-T6 ALLOY)
COLUMN/POST ,
SIDEWALL POST / COLUMN TO PURL -IN
CONNECTION DETAIL
MIN. (4) #10x3- LONG S.M.S. INTO
SCREW BOSSES (TYP. ALTERNATIVE)
BEAM STITCHING ® 24" O.C.
- (TYP. TOP AND BOTIOM OF SMB
SEE TABLE FOR SIZES)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
W
U
LU
0
Z)
.1x14" BY 3' LONG
V
ANGLE, EACH SIDE (TYP.)
O
(3) #12xi¢" S.M.S., EACH
LEG (6) TOTAL (TYP.)
z.
2x3xO.045 EAVERAIL ATTACHED TO
-.
BEAMS WITH (3)-#10x2" S.M.S. _
- ._.- -- - `�' ��, L)^
INTO SCREW BOSS.i
-
f-
Li
25x.125 ANGLE-2" WIDE�WTTH
- -
(2)-#14xl" INTO BEAM;& (2)-#14xl'
m �'
INTO UPRIGHT.
f
o
USE #10z1)2" S.M.S. ® 24" O.C.
TO CONNECT TO 1x2 O.B. TO 23.
'7
(9)'#12x% S.M.S. EACH SIDE
U
W
4:
W
o_ 0
(ci
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wo
Z
c)
451,
W (n
'all
_I W
DRAWN BY:
DYK
CHECKED BY:
DYK
S.M.B. BEAM
SCALE:
AS SHOWN
-MAY BE SLOPED OR FLAT
(SEE PLAN FOR SIZE)
DATE:
8/11106
6
OF{ BEAM (TYP.) OR 321' MIN., 3 W MAX. C-C
(6) !#12x%' S.M.S. EACH SIDE SPACING OF FASTENERS (TYP.)
OFf'BEAM FOR 2x5 COLUMN TO
2x5 BEAM S�' MIN. BEAM EDGE
ttll DISTANCE (TYP.)
COLUMN/POST
=MAIN POST / COLUMN TO ROOF BEAM'
-CONNECTION DETAIL`
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
1
7
DO OCIATES, LLC
768871039
VAS,
33679
1 .11.1 pL
1
Drawing No. - 060811
SHEET 1 OF 3
3' MIN,./(TYP.)
DEWALL
SEE PLAN FOR SIZE
.'i
1x2 O.B. FASTENED TO CORNE
SECTION WITH $140)k" S.M.S.(
24" O.C.
2x2x1§' ANGLE 2' LONG (EACH
W/(2) ({1;4xY4" S.M.S. TO POS
& 3/8'0:jH.D. GALV. EXP. BOL
W/ 2 1/2" MIN. EMBEDMENT
F
S.M.S. WITH MIN,Aj-- r AA
EDGE DISTANCE, PVT
- PURUN SUPPORT
COLUMN/POST_ .: _'->-"-
--•^.
Jfi" ANGLE, EACH SIDE (TYP.)
I.G.ANGLE
S.M.S. �S" ` ��i,
CONCRETE ANCHOR
BEAM
.
_; _ 4Y#tW �9 S�+�
D�
- -
(EACH SIDE)
•_�_ STRUCTURAL CONCRETE (TYP..
STR
EE NOTE 10)
r,•:-.--_.;�::�_�,��
"0 CONCRETE ANCHOR
- W/2%" EMBEDMENT INTO
-^-
1'x2" O.B. SOLE PLATE
�•~�.
- --
STRUCTURAL CONCRETE
_ 2"x PURUPP",.
•'u
- .(EACH -SIDE)-- —
--
-- -�-- - - -
- - --- — -- - - -- - --- - -
.d• `• '•-•'
'° •• •, '•
v v i
f'�
,j7 BEAM MAY
2x2XX ANGLE CUP, CUT AT Ix3 O.B. FASTENED TO CORNER
A 45' (+/-) ANGLE, AND SECTION WITH #104" S.M.S. W/
ATTACHED TO THE SCREEN ROOFpIA. WASHER 018" O.C.
CRETE
ETAIL
CONCRETE
Y
9, COLUMN/POST
1x2 O.B. SOLE
�—
EDGE OF CONCRETE-_ I' N
(TYP:)- _
�
` PLAN VIEW
)6" ANGLE, EACH SIDE (TYP.)
%"0 CONCRETE ANCHOR
- W/2%' EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
SEE NOTE 10)
+. R 1%2" O.B. SOLE PLATE
fI
..4Z
• • • , N L
.a •. , ..4. . .
a w
3" MIN. (TYP.)
Y'0 2Y" CONCRETE
x
yW� 4
E U U SCREW ANCHOR 0 24" O.C.
AND 9" FROP4-_POST (TYP.)
v � C3 '3'.� • ••
F U ,\=
9• COLUMN/POST
1..
1.2 O.B. SOLE PLATEN`'
-®-- ® f
P
t
EDGE OF CONCRETE I' (TYP.) ,
1 N
PLAN VIEW
CONNECTIONZETAIL
_1_ -
:� !-
BE FLAT
�i n■r
BEAM WITH ONE (1)'Y'0 THRU-
BOLT WITH FENOEAtW SHFR._
�P•)
_n■ _ _ _ _ _ -- - - -
- -ATTACHED-TO-SEAM7.OR-EAVE-RAIL--
DIAGONAL BRACING NOT
I
OO
SHALL BE
ATTACHED TO RO0%PURUNS.
5 1
2x2x0.093 BRACE'
(SEE PLAN).
{f --•
PLAN - TYPICAL DIAGONAL ROOF
-BRACE CONNECTION
FOUNDATION/SLAB DETAIL
i COLUMN
21¢" MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
•
O.B. SOLE PLATE Z
0
N
2x5xW ANGLE (2' LONG) W/ (2)-#14
TFKS TNTn TIIP nF P..O cA\IE-RAIL-ANTI-(2a-
#14 TEKS INTO THE FRONT OF THE CORNER POST
1x2 O.B. TOP FRAME
CORNER POST
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
DO KI M
& ASSOCIATES, LLC
STRUCTURAL
ENGINEERS
PO Box 10039
mpe; - -
Tel: (813) 374-0321
II7127
2015I ISSUED
2500 PSI MIN. CONCRETE STRENGTH
:°
APPROXIMATE'...
I I I I
11=11 ° .11M
_ J
1�1 °a II COMPACTED OR _ Q
d ° PINS, UNDISTURBED SOIL/SAND — w
1 (1)-#5 REBAR, CONTINUOUS
=III III1 3" MIN. CONC. COVER, 36" MIN. — LLI
I H I =11 M I I� 11 I� LAP SPLICE
I DTI- I I_I 1 I� � o
12" MIN." (D J
o U
U Z
w
MIN. CONTINUOUS PERIMETER FOOTING w
(4) #12A4
2"x PURUN
BEAM MAY
BE FLAT
OR SLOPES
R) #IOXA
YP. EACH
RYP. EACH
N
C
Z
W
IX
o
U
`
\ALTERNATE
•0-
W
�
U
(n
UJ
(1)
WW
2xlxYa" ANGLE
U
BRACE
DRAWN BY:
DYK
2"xl "x1I3" ANGLE (BRACE) W/
CHECKED BY:
DYK
SCALE:
AS SHOWN
(4) #120/4' S.M.S. 0 EACH
MEMBER INTERSECTION
DATE:
8/11 /06
' 2x2xVa" ANGLE 2" LONG ON
UNDERSIDEW/(4) #12x% S.M.S.
�- EACH LEG (BEAM & BRACE)
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
DO YEON KIM, P.E.
BRACE
FLA. REG. NUMBER 49497
PLAN)
ALTERNATE (2)
DO CIATES,LLC
2A BRACE
887
VA
0039
33679
�)'f1YR
Drawing No. - 060811
SHEET 2 OF 3
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-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 #10x3/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (4)410x2" 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
i 0.219
3/8"
9/16"
#14 (1/4")
1 0.250
1h"
5/8 `
9. Structure has been designed to meet the 6" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V-«, 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. 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.
DO KIM
& ASSOCIATES, LLC
__CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa; FL�3679
Tel: (813) 374-0321
1 JDate Description
/. ISSUED
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DObJ26887
CIATES, LLC
0039pa, FL 33679
11,00
Drawing No. - 060811
SHEET 3 OF 3