HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILS3' x 3' x 0.050' MIN, 6063-T6 ALLOY
PLATE OR STRONGER CONE SIDE) WITH
(3) - #12 x %i S.M.S, EACH SIDE AS
SHOWN (%' MIN. PLATE EDGE DISTANCE
& C-C FASTENER SPACING)
3' x 2' x 0.050' MIN. 6063-T6
ALLOY PLATE OR STRONGER
CONE SIDE)
(3) - #12 x %'! S.M.S,
EACH SIDE AS SHOWN
OW MIN. PLATE EDGE
DISTANCE & C-C
FASTENER SPACING)
FOUNDATION
BEAM
OR SLOPED)
CORNER POST
EAVE RAIL
-
�,xI,�R�C BEAM STITCHING SCREWS (SEE TABLE) 2 24' O.C.
I' x 2' O.H.
(11 TOTAL) - #12 x
S.M.S AS SHOWN C1�' MIN.
SPLICE PLATE (EACH SIDE OF BEAM)
A
D O K I M
PATIO SECTION
PLATE EDGE DISTANCE &
C-C FASTENER SPACING)
SPACE SCREWS
EQUALLY (TYP.)
A A 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS
& ASSOCIATES, LLC
0
6' x 5' x 0.050'
COLUMN
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CONSULTING
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6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
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STRUCTURAL
K-BRACE
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2x3xO.070 CHAIR RAIL
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PO Box 10039
K-BRACE
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Tampa, FL 33679
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Tel: (813) 374-0321
K-BRACE
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P�`' j4% ``'
(x) (WX)
(rxx)
(xx*x)
Rev./Dat
Description
CORNER POST
QQ
,`po
'1 BEAM LINE LINE SCREWS
'A' 'H'&'C' TOTAL
PLATE
WIDTH
' (Syp3 ,AxylAp��5�1
0
7/2T
2015
ISSUED
l3
cF�GR
2x4 3 2
F
`e VANE g8S 15NA- 2x5 3 3
24
32
12'
14'
�
K-BRACE
>by r+ `*1 „l `l r•� 2x6 4 3
GIRT (CHAIR RAIL)
I3
U0 N l+e+t# 2x7 5 4
2x8 5 5
p�ZE
2x2x0.093
2x9 5 6
72118,
BRAGEMP.),
ROOF BEAM W) 6 7
1' x 2' OLE PLATE
UNLESS
OTHERWISE
CONNECTION DETAIL E2xlO7 7
Q
%' 0 CONCRETE ANCHOR <2 PLACES)
IN LIEU OF TYP. 1/4' 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL "K" - BRACING
CONNECTION DETAILS
ate.
1x2 O.B. OR 2x2 FASTENED TO WA11�=
1" W/ #14x2" CONCRETE SCREWS 024" O C.-
(OPTIONAL)
2x2 Y§' MIN. THICK ANGLE (EACH SIDE);;
(ANGLE LENGTH = DEPTH OF BEAM);,
(5)-#14x314- S.M.S. (EACH SIDE OF BEAM)
HOST STRUCTURE ANCHORS
EQUALLY SPACED (TYP.)
I V c (2) Yi 0 x 2Yz" LONG WOOD LAG SCREW ORS
lY (2) A'0 x 2Y4" LONG MASONRY ANCHORS�°'�
t•
HOST STRUCTURE (MASONRY OR WOOD)
BEAM TO HOST
STRUCTURE DETAIL
IN SEE ELEVATIONS
FOR 'K' BRACE SIZE
(3) #12xYz" S.M.S., EACH LEG AND MIN. (4) #10x3" LONG S.M.S. INTO
(6) #12x)5" S.M.S. CHANNEL TO M SCREW BOSSES (TYP.. ALTERNATIVE)
BEAM
(9) SCREW TOTAL CID
STITCHING ®24" O.C. J
(TYP. TOP AND BOTTOM OF SMB
2x3x0:OZ0%--1-_ SEE TABLE FOR SIZES)
tzlx%" BY 2" LONG ��� ,,,!!! n�
ANGLE, EACH SIDE (TYP.) \ 2x3z0.070 GLT/CHAIR RAIL
\\ (SEE PLAN) 7 y �7-7-7-7
BRAKE-FORMED RECIEVING CHANNEL
g>
is (MIN. 0.062" MATERIAL THICKNESS)
1"x21/8"x 1"x3"LG.
(TYP. ALTERNATIVE)
MIN. (4) #10x2" LON
\\ S.M.S. INTO SCREW OSSES
(4) #14x1f" S.M.S., (TYP. ALTERNATIVE) �•�
2 SCREWS
EACH LEG (TYP.)
HOLLOW POST I ,—L i ,—L PURLIN TO ROOF BEAM
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2x3xO.045 EAVERAIL ATTACHED TO
BEAMS WITH (3)-#10x2" S.M.S.
2x PURUN
INTO SCREW BOSS.
(2) #IOx4" S.M.S. THRU. 2x3
EAVE RAIL INTO PURUN SCREW2x5x.125
Y
ANGLE-2" WIDE WITH
BOSSES(2)-#14x1"
INTO BEAM & (2)-.#114x1"-
INTO UPRIGHT.
x�
USE #10x1)'x" S.M.S. ® 24" O.C.-TO
CONNECT TO 1x2 O.B. TO 2x3.
®
e
24'O.C. -�-
USE #10x1)'2" S.M.S
-TO
CONNECT TO 1(2 O.B. TO 2x3.
1x2 O.B. FASTENED TO COLUMN/POST
#10x11¢" S.M.S. INTO SCREW BOSSES)
FASTENED TO COLUMN/POST!kp�LL..W/(2)
#12x1" S.M.S. (EACH LEG)
SIDE -
OF BEAM 4(IYP.)
(EACH END, TYP.)THICK
FLAT BAR BENT
�(6063-T6
OR�CH
(6) #12x%AS.M.S. EACH SIDE
ALLOY)
OF BEAM F0�2x5 COLUMN TO
2x5 BEAM X"N/POSTS
rn,,u,u ion
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
MAIN
CONNECTION DETAIL
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BY 3" LONG
!=
Otx1x1(3"
ANGLE, EACH SIDE (TYP.)
J
U
(3) #124" S.M.S., EACH
U
Z
LEG (6) TOTAL (TYP.)
0
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
S.M.B. BEAM
DATE:
8/11/06
��� MAY BE SLOPED OR FLAT
-7-;2'-.iSEE PLAN FOR SIZE)
Yz' MIN., 3 Yz' MAX C-C
SPACING OF FASTENERS (TYP.)
W MIN. BEAM EDGE
DISTANCE (TYP.)
-t_..a
)S-r -COLUMN rTO.ROOF B
r'0NNFrTInKI nP:TAII 1
DO YEON KIM, P.E.
FLA- REG. NUMBER 49497
DO KIM S OCIATES, LLC
6887
P 0 39
Tam a, FL 33679
q1v)
Drawing No. - 060811
SHEET 1 OF 3
cuN�
3- MIN. (TYP.)
Cl—
I
I
%
PURLIN SUPPORT
COLUMN/POST
)6" ANGLE, EACH SIDE (TYP.)
B[A1,1
2x5x1¢' ANGLE <2' LONG) W/ (2)-414
2x2x1/8° x 2" LG. ANGLE
W/ (4) #12x3/4° S.M.S
S.M.S. WITH MIN.'
EDGE DISTANCE
�§"0 CONCRETE ANCHOR
W/2%' EMBEDMENT INTO
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
f N14 TEKS INTO THE FRONT OF THE CORNER POST
//
D K I M
(EACH SIDE)
STRUCTURAL CONCRETE (TYP.,
EE NOTE 10)
6c ASSOCIATES, LLC
%"0 CONCRETE ANCHOR
O
1"x2' O.B. SOLE PLATE
O
O W/2%- EMBEDMENT INTO
2"x PURUN
O
STRUCTURAL CONCRETE
CONS LTI N G
(EACH SIDE)
STRUCTURAL
•
"o.,' '=
1x2 O.B. TOP FRAME
ENGINEERS
' 'a • •�
•4 • ."ti'
2x2xJ(,' ANGLE CUP, GUT AT
1x3 O.S. FASTENED TO CORNER CORNER POST
—
A 45' (+/-) ANGLE AND
SECTION WITH #110x2" S.M.S. W/
a w
BEAM MAY
ATTACHED TO THE SCREEN ROOF
BEAM WITH ONE (1) Ys 0 THRU-
%' DIA. WASHER ® 18" O.C.
Po Box 10039
Ys Ox2%, CONCRETE
SCREW ANCHOR O 24' O.C.
BE FLAT
OR SLOPED
BOLT, WITH FENDER WASHER.
1x O.B. SIDE WALL CORNER UPRIGHT
Tampa, FL 33679
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ao
AND 9" FROM POST (TYP.)
O
ATTACHED TO BEAM OR EAVE RAIL
DIAGONAL BRACING SHALL NOT BE
Tel: 813 374-0321
( )
y
ATTACHED TO ROOF PURUNS.
SIDEWALL COLUMN TO CONCRETE 9'
COLUMN/POST
24 (SEE PLAN) 0.093 BRACE
ELEVATION VIEW
Rev./Dat
Description
Zo,s
Issued
CONNECTION DETAIL
5AL
ix2 O.B. SOLE PLATE CORNER POST /COLUMN
PLAN - TYPICAL DIAGOROOF
O
UPRIGHT DETAIL
BRACE CONNECTION
0
1 -
o
SEE PLAN FOR, SIZE
EDGE OF CONCRETE
1x2 O.B. FASTENED TO CORNER
�y
SECTION WITH S.M.S.®
24" D.C. F
a
wN^ ti PLAN VIEW
2x2x�' ANGLE 211LONG (EACH SIDE)
rU>
U�r '
W/(2) P1444 S.Y.S. TO POST
zy� Cz
& 3/8 0 H.D. GALV. EXP. BOLT
i; a
W/ 2 1/2' MIN. EMBEDMENT,
CORNER POST / COLUMN
_
TO CONCRETE -.-a`— -" -n" mod_
_'�ANGEE, EACH SIDE (TYP.)
S.M.S. WITH MIN.' I� -
EDGE DISTANCE %"0 CONCRETE ANCHOR
W/2%" EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
SEE NOTE 10)
C ` 1"x2' O.B. SOLE PLATE
� Ti 77 PA
•• +43" MIN. (TYP.)
�WE
O 24" O.C.
r f v AND 9" FROM POST (TYP.)
( Mz
11 COLUMN POST
1x2 O.B. SOLE PLATE
— ®
EDGE
I' <TYP.)
PLAN VIEW r
V C MN=TO-CONCR
CONNECTION DETAIL
I' (TYP.) iu '
COLUMN
21¢' MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
+f
CR 0.8. SOLE PLATE Z
04
1: 4•e'. 71..• ••ti' ., ..
2500 PSI MIN. CONCRETE STRENGTH
:d C
d
.�` .III
° 4 III
co
157
la II_ COMPACTED OR _ Q
d, d II-1 UNDISTURBED SOIL/SAND — W
v d II= —III (1)-#5 REBAR, CONTINUOUS
I 3" MIN. CONC. COVER, 36" MIN. — W
I I I -I III— I I-1 1I-1 I �TI� LAP SPLICE
O
�
=
o
12" MIN.*
o
J
ZLU
U
MIN. CONTINUOUS PERIMETER FOOTING
w
(4) /)12A.
2"x PURUN
BEAM MAY
BE FLAT
OR SLOPED
C
Z
IX
O
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ao
LLI
�
J
V ALTERNATE (1)
J
W
T
2x1xY" ANGLE
V
BRACE
DRAWN BY:
DYK
CHECKED BY:
DYK
2"xt"xJg" ANGLE (BRACE) W/
SCALE:
AS SHOWN
(4) #12x/4' S.M.S. ® EACH
MEMBER INTERSECTION
DATE:
8/11 /06
' 2x2x%" ANGLE 2' LONG ON
UNDERSIDEW/(4) 812x34" S.M.S.
EACH LEG (BEAM & BRACE)
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
DO YEON KIM, P.E.
3RACE
FLA. REG. NUMBER 49497
PLAN)
ALTERNATE (2)
DO KIM & IATES, LLC
2x3 BRACE
C6
ABo
PO1 39
TamL 33679
/j,Vli
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2 OF 3
J-
Genera! 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 3005-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)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
5/16"
1/2"
#12
0.219
3/8"
9/16"
#14 (1/4")
0.250
V2"
5/8"
9. Structure has been designed to meet the V Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V'dt, 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 (ASD).
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
I &, I "'V I ISSUED
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DRAWN BY. JS
CHECKED BY:
SCALE: SHOWN
DATE: 8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM SOCIATES, LLC
26887
x 10039
T 33679
Drawing No. - 060811 I
SHEET 3 OF 3