HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILSj
.r
3' x 3' x 0,050' MIN, 6063-T6 ALLOY
PLATE OR STRONGER (ONE SIDE) WITH
43) - 812 x % S.M.S,rEACH SIDE AS
SHOWN (%' MIN. PLATE EDGE DISTANCE
6 C-C FASTENER SPACING)
3' x 2' x 0.050' MIN. 6063-T6
ALLOY PLATE DR STRONGER
(ONE SIDE)
(3) - #12 x
EACH SIDE i
FOUNDATION
POSTc 4 .�EAVEyRAIL
<II TOTAL) - N12
I' x 2. O.B. S.M.S AS SHOWN 1
PATIO SECTION PLATE EDGE DIST
-C-FASTENER-Si
6'x5'x0.050'
6063-T6 ALLOY PLATE
(ONE SIDE) OR STRONGER
K-BRACE
2x3xO.070 CHAIR RAIL
K-BRACE
CORNER POST
I' x 2' $OLE PLATE
0 CONCRETE ANCHOR (2 PLACES)
IEU OF TYP. Y4 0 CONCRETE
EWS FOR CORNER COLUMN
CONNECTION DETAILS
COLUMN
O 0
0 0 0
! S.M.B. OO
(SEE PLAN FOR SIZE)
p
(9) #12x3/4" S.M.S., EACH SIDE
(EACH END, TYP.)
r0
0 2�
20 MIN. BEAM BRACE
(NOTCH TOP FLANGES)
KNEE BRACE DETAIL
-- S.M.B.
_(SEE PLAN FOR SIZE)_,.,.,_ --_ -
BEAM STITCHING ,SCREWS CSEE-TABLO)a8:2
PLATE (EACH SIDE OF
SPACE SCREWS A A 5052-H32 ALLOY OR EQUAL, Ii
EQUALLY (TYP
.)Y"
0
F`
LOD
`A
J
a
j A (Clpi
®t1P 1 'h
BEAMLIN 2x4 3
6 4 A- ,fZ BBC ` FOR
f T vNE � ZOt 2x5 3
+) ! CS I �* ■ Q rAx3l* s, SCR 2x6 4
`2x7__-, ¢S_
W`OtN 2xa �5
GIRT (CHAIR RAIL) f p�
2x9 5
MANSARD BEAM 2x9(HW) 6
r
ONNECTION
�3� - _ DETAIL 2xIQ 7
ST. LLCIE COVIE
N�'ED FOR COMpL
"r REVSWE,D BY /
F■ SEE.,ELEVATIONS .ram pT ON JOB
FOR_!K' BRACE SIZE DX E S B� (3) /12x1I' S.M.S., EACH LEG AND
" PLANS AND P L BE MADE• (6) #114¢' S.M.S. CHANNEL TO BEAM
G NO �iSPECTION Wn �(9) SCREW TOTAL
1xIW BY 2' LONG —% TIT
ANGLE, EACH SIOE (TYP.) 2x3xO.070 GIRT/CHAIR RAIL;'.
�-, (SEE PLAN)
MIN. (4) #IOx2" LONG
(24) iS#14AWS"' S.M.S., 4?�, S.M.S. INTO SCREW BOSSES
(TYP. ALTERNATIVE)
EACH LEG (TYP.) -
. S.MB. POST'`-
HOLLOW POSE ,
x 2 1/8' x 1' x 3'
P. ALTERNATIVE)
11��
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
ixixl(i' ANGLE 3' LONG (EACH SIDE)
` W/ (3) 012xY4 S.M.S. EACH LEG.
2x PURUN ��
i (MAY BE SLOPED 2x3XO.045 EAVE RAIL ATTACHED%TO
(2) $14x4'_S:M.S. THRU. 2x3 OR FLAT) - - IEAms SCREW WITH (2) MIN. #1Ox2� S.M.S.
EAVE RAILANTO PURUN SCREW �
BOSSES;' USE #10x1h' S.M.S. O 24' O.C. —�
TO CONNECT T0.1x2 O.B. TO 20.
USE #10x1)¢' S.M.S. O 24" O.C. — — — ,v
NO CONNECT TO 1x2 O.B. TO 2x3. -
'' _ 1x2 O.B. FASTENED TO COLUMN/POST '
1(4) #1bA2' S.M.S., 2 SCREWS W/ (2) /1Ox2' S.M.S. (EACH END, TYP.),
DO KIM
CONSULTING
STRUCTURAL
—_E.N_G_IN-E E R S __
N'4 SCREWS
(ERNE)
PLATE
=WIDTkL-
„
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
(03K)
(:xr)
LINE
SCREWS
--TDTAL_
2
24
12'
''
f•,.
�,
R
Dat4
Descri bor
3
32
14'
0
6r 7
2017
ISSUED
3
40
14'
5 1 64 16' 1
6 72 18'
7 9;(6�_
l�Te'
NED
St . Lucie 100ont/
MIN. (4) g100' LONG S.M.S. INTO
SCREW BOSSES (TYP. ALTERNATIVE)
/ BEAM S17TCHING O 24' O.C.
(n
(TYP. TOP AND BOTTOM OF SMS
J
SEE TABLE FOR SIZES)
t
_
Q
IL
C
LLU
O
N
Q
E (TYP.)
O'•
�12�4' S.M.S., EACH
N
z
��,jG (6) TOTAL (TYP.)
0
W
CO
Z
w
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a
PURLIN TO ROOF BEAM
Z
of
U
CONNECTION DETAIL
w
0
a
4HESE nLANS AND ALL PROPOSED WORK
ARE SUBJECT TO
U
~
ANY
REQUIRED y FIE CORRECTIONS
FIELD
MAY Be NECE INSPECTORS THAT
DRAWN BY:
DYK
Comw ORDER To
6Y WITH A61.ORP -
CHECKED
BY:
DYK
M B. BEAM
�A Y BE SLOPED OR FLAT
X (SEE PION FOR SIZE)
SCALE:
AS SHOWN
DATE:
8/11106
--may
Z
-4
Z
` W
� 1
EACH LEG (TYP.) ,/ - .
PURUN FASTENED TO COLUMN/POSTL (9) 812rY4 S.M.S. EACH SIDE
WITH (4) /12x1' S.M.S. (EACH LEG) , OF BEAM (TYP.) OR IV MIN., 3 Ifi' MAX. C-C
USING )(1' THICK FLAT BAR BENT 6 812x3� S.M.S. EACH SIDE SPACING OF FASTENERS CTYP.)
1zlxlb' x 2' LONG ANGLE, TO FIT(6063-T6 ALLOY) 0(BEAM FOR 2x5 COLUMN TO
EACH SIDE (TYP.) 2xS BEAM I¢' MIN. BEAM EDGE
DISTANCE (TYP.)
COLUMN/POST COLUMN/POST
SIDEWALL POST / COLUMN TO PURLIN. MAIN_ _ POST / COLUMN TO ROOF 811 AM
CONNECTION DETAIL_ _: _ CONNECTION DETAIL__!= `"
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM JgWq
IATES, LLC
87
Tampa, FL 33679
g'!s 11
Drawing No. - 060811
SHEET 1 OF 3
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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.
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
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)-#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.
1-1022 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
3/8-1
9/160,
#14 (1/4")
0.250
Y2"
5/e'
9. Structure has been designed to meet the 61h Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vu11, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2013 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 KI M
kSSOCIATES, LL
CONSULTING
STRUCTURAL
I PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
p s 2017 ISSUED
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DRAWN BY:
DYk
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11 /06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DOXSSOCIATES,Box
LLC
6881039L Tam 33679
1.1rd
lue
Drawing No. - 060811
SHEET 3 OF 3