HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAIL6GAN ED
By
St Lucie C05,W
3' x.3' x 0=0' MIN. 6063-T6 ALLOY
PLATE NE OR STRONGER (OSIDE) WITH
13)10 012 x V'4' SJLS, EACH SIDE AS
SHOWN (fib' MIN. PLATE EDGE DISTANCE
L C-C FASTENER SPACING)
MIN. 6063-T6
STRONGER
- 012 x % SMS,
H SIDE AS SHOWN
MIN. PLATE EDGE
ANCE L C=C
TENER SPACING)
FOUNDATION
-- - EAVE RAIL
CORNER POST
(11 TOTAL) - 012 x 1Yj, -
1' x 2' O.B. SJLS AS SHOWN 06' KEN.-
PATIO SECTION PLATE EDGE DISTANCE L
C-C FASTENER SPACING)
o e 6063 T6 ALLOY' PLATE
e e (ONE SIDE) OR STRONGER
K-BRACE —
2x3xO.D7O CHAIR RAIL
K-BRACE
K-BRACE -�
CORNER POST
V x 2' SOLE PLATE
SPACE SCREWS
EQUALLY (TYP.)
'COLUMN
nip 4
GIRT (CHAIR RAIL)
■ SEE•ELEVATIONS
FOR "K' BRACE SIZE
BEAM -STITCHING SCREWS (SEE•TABLE)
SPLICE PLATE (EACH SIDE OF BEARD -
1 ({ 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS -
1 foe, (r) (Run) (NNNE)
LINE LINE SCREWS PLATE
i 1 (S�p) ,4*S'� � BEAM .A' 'B'&'C' TOTAL WIDTH
6 $�;i, tfy l+•� f� 'Y 2x4 3 2 24 12'
VNE 2x5 3 3 32 14'
J
2x6_— —4— 3— r-40-- 14'
B VNE �•+•• 2x7 5 1 4 56 16'
2x8 5 5 64 16'
2x9 5 6 72 18, y
ROOF BEAM 2x9(HW) 6 7 Be > i'
CONNECTION DETAIL 2XIO 7 7 96 18'
L W 4 CONCRETE ANCHOR (2 PLACES)
IN LIM OF TYP. Y41 / CONCRETE
\ SCREWS FOR CORNER COLUMN /
_ LATERAL " -BRACING.:_ `' 1x11W BY 2• LONG -
TEALIC'
"In6l-nrTAt11 Q ANGLE, EACH SIDE (TYP.)
(5) /12x3/4S.M.S.
tx2 O B. ATTACHED TO BEAM W/
(2)-/lOX2-,S.M.S. INTO SCREW BOSS
(i)-",1%4•xYt' S.S. THRU-BOLT
,W/'9- NUT AND WASHER
; % EACH SIDE OF BEAM
//12x2" S.M.S. O 24' O.C.
.B 1.2 O. TO SUPER GUTTER
(4) /12x3/4- S.M.S.
ROOF BEAM
(FLAT OR SLOPED) --�
(4) /12x3/4- S.M.S.—
EACH LEG.
5' or 7' SUPER GUTTER
MIN. 0.090' THICK
EACH LEG (TYP.)
I HOLLOW POST —
lx5x)(3' ANGLE 6- LONG
(TYP. a EACH BEAM)
-(2) Y'Ox3' L.G. a EACH ANGLE
NOTES D(SCREEN ENCLOSURE BEAMS SHALL BE
4ETO
ATTACHED TO HOST STRUCTURE CONSISTING OF
CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX
FACIA TO BE 2x6 O(INJ S.P.F.
OVQtHANG NO TO EXCEED 30' UNLESS OTHERWISE
OR WESTER RED CEDAR
NOTED ON PLAN DVG,
STRUCTURAL GRADE 2 MIN.
(I) Y'ox2' LG. LAG SCREW a 24'
OC ENTIRE LENGTH [IF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
'(2) /10x4' S.M.S. THRU.
W/ (1) Wfx4' LDNO PAN HEAD LAG
SCREWS SAVE RAIL INTO`;PURUN t
BEFORE ATTACHING SUPER GUTTER
BOSSES
(1) Y4'mx2' L.G. LAG SCREWS
/ ap (TYP, a EACH BEAM)
f< (1) 012x2' SJ(S a 12' O.C.
(MAX) BETWEEN BEAMS
2k::� NTHICK CONTINUOUS
F)
r 2x3x0 070 GIRT/RAIL `
(SEE PLAN)
t` MIN. (4j /10x2- LONG
S.M.S. I SCREW BOSSES
C". ALTERNATIVE)
S.M.B. POST _
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
PF
USE /10x1JJ55 SMS. O 24' O.C.
TO CONNECT-W1n2 OIL TO 2x3.
dr
�WrfTRH(4)
—USE
TO
_T " ..
—
ix2 O.B. ASTENED TO COLUMN/POST FASTENED TO OOLUMN/POST•{
W/(2) /tOx1)f" S.M.S. INi`�CREW BOSSES /12x1' S.M.S. (EACH LEG)i
G - THICK FLAT BAR BENT
—SECURE FASCIA TO EACH RAFTER TAIL
W/ (D IVOx4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
/10x3/4- S.M.S. Ye CONTINUOUS BEAD OF CONSTRUCTION
O 2' O.C. ADHESIVE
TO FIT (6093-T6 ALL" �
i
COLUMN/POST
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
(3) /12x11• S.N.S.. EACH LEG AND MIN. (4) jlOx3- LONG S.M.S. INTO
(8) /12di- S.M.S. CHANNEL TO BEAMffs-
CREW BOSSES (TYP. ALTERNIITNE)
(9) SCREW TOTAL
BEAN STITCHING 24' O.C.
(TYP. TOP AND BOTTOM OF SMB
2x3xO.070_".— SEE TABLE FOR SIZES)
\�__�% I \\_ixlj4" BY 3' LONG
�-FORMEO RECIENNO-CHANNEI. ANGLE, EACH SIDE (TYP.)
N. O.OB2- MATERIAL THICKNESS)
x 2 1/B• x 1' x 3' L.G. LEG (B TOTAL-S.M.SYP.�
P. ALTERNATIVE)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
2x30.045 EAVERNL ATTACHED TO
BEAMS WITH (3)-/10x2- S.M.S. _ f �.--- -= Yy-_.
_
INTO SCREW BOSS. l'- - '" -` - . __� s :..-v. =`_ =
S.N.B. BEAM
MAY BE SLOPED OR FLAT
)t -_-
a
z
.(SEE PLAN FOR Sim
125 ANGLE-2' WIDeWIH
— — c
14xl' INTO BEAM'& (2)-/14x1
n y
UPRIGHT.
>
3 J
"
/10xth SMS. O 24' O.C.
�:ONNECT TO lx2 O.B. TO 2x3.
rF,
(9) 012xY4' S.Ma EACH SIDE
A
BEAM CM.) OR
MIN., 3 I¢' MAX. C-C
((OF)) EACH
g 1�EAI FOR 2x M.S.
COLUMN SIDE
ACING OF FASTENERS
(TYP.)
u
,�
DGE
DISTANCEV�P.)
COLUMNAW4=
rF
MAIN -POST / COLUMN TO ROOFBEAM
CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tat (e13) 374-0321
Rev Desai lion
Q0 2005 ISSUED
0
J
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE
AS SHOWN
DATE
B/11106
DO YEON KIM, P.E.
FLA. REG: NUMBER 49497
DO KI CIATES, LLC
6897
0039
Tampa, 33679
Drawing No. - 060811
SHEET 10F3
C=
SEE PLAN FOR SIZE
1x2 I FASTENED TO COSINE
SECTION WIT14 #14x0j- S.M.S.1
24' O.C. I(J
2x2yX- ANGLE 2' LONG (EACF
W/(2) 114x4' S.M.S. TO POS
& 3/8 0 H.D. GALV. EXP. 801
W/ 2 1/2' MIN. EMBEDMENT
S.M.S., ,WIM MIN.
OF CONCRETE
Pi- t';UPPORT
_ .
COLUMN/POST
-- Ya' ANGLE: -EACH SIDE (TYP.)
2x2x1/a' x 2' L.G. ANGLE
S.M.S. WITH MIN.'
�(I'0 CONCRETE, ANCHOR
W/ (4) 112x3/4' S.M.S
EDGE DISTANCE
W/2%" EMBEDMENT INTO
(EACH SIDE)
STRUCTURAL CONCRETE (TYP.,
/SEE NOTE 10)
WO CONCRETE ANCHOR
—
1'x2' O.B. SOLE PLATE
rrJ
STRUCTURAL CONCRETE
(EACH SIDE)
0W
Y4 mx2yi CONCRETE
SCREW ANCHOR O 24' O.C.
v 03 0 3
yU
AND 9' FROM POST (TYP.)
9' COLUMN/POST
Ix2 O.B. SOLE PLATE
I I :.
EDGE OF
UOS '
JER POST / COLUMN
TO CONCRETE
N DETAIL/ :e
_= V
�• )a' ANGLE, EACH SIDE (TYP.)
_3fi'O CONCRETE ANCHOR
W/2%" EMBEDMENT -INTO
STRUCTURAL CONCRETE (TYP.,
A SEE NOTE 10)
—J, r-1 "W O.B. SOLE PLATE
3' MIN. (TYP.)
Y4%2Ya CONCRETE
SCREW ANCHOR O 24O.C.
AND 9' FROM POST (TYP.)
COLUMN/POST
1x2 0.8. SOLE PLATE
I
1' (TYPJ
N�
PLAN VIEW
OLUMN TO CONCRETE
NNECTION DETAIL
M
1' (TYP,) jU
is
BEAM MAY
BE FLAT
OR SLOPED
�y BEAM — -�'`~•
2x2x%' ANGLE CUP, CUT AT
1x3 O.B. FASTENED TO CORNER
A 4Y (+/-) ANGLE AND
SECTION WITH 110x2' S.M.S. W/
ATTACHED TO THE SCREEN ROOF'
DIA. WASHER O 18' O.C.
BEAM WITH ONE (1) Y4 THRU-
BOLT, ED FEBEAM WASHER.
ATTACHED TO BEAM OR EAVE RAIL
/
DIAGONAL BRACING SHALL NOT BE
ATTACHED TO ROOF PURUNS.
2x2xO 093 BRACE
2x5xW ANGLE (2' LONG) V/ (2N014
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
814 TEKS INTO THE FRONT OF THE CORNER POST
� W O.B. TOP FRAME
C13RNER POST
-1x O.B. SIDE WALL CORNER UPRIGHT
(SEE PLAN) ELEVATION VIEW
CORNER POST / COLUMN
l , - UPRIGHT DETAIL
,,- COLUMN
211' MAX. THICK BRICK PAVERS
SET JN MORTAR ON TOP OF OOTER
i
O.B. SOLE PLATE Z
N
• C o- d
BEAU SUPPORT 1 Y4 OWCONCRETE SCREWS O 24' O.C. 2%" MIN. CONC.
COLUMN/POST \. (TYP.), 1)r CONC. EMBEDMENT (MIN.) EMBEDMENT (IMP.)
240/8' x 2' LG. ANGLE
-W/-(4)-112x3/4'_S.M.S _- _ — T—P-CIAL-FRONT VIEW OF POST TO _
(EACH SIDE)
/ FOUNDATION CONNECTION WITH PAVERS
m
POST
A 4
• a
APPROXIMATE a/
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6
• a
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374.0321
OQ 3� ISSUED
2500 PSI MIN. CONCRETE STRENGTH Lz�'
co
COMPACTED OR
UNDISTURBED SOIL/SAND
=
W
•(1)—#5 REBAR, CONTINUOUS
C
3' MIN. CONC. COVER, 36' MIN.
W
w
11.-� LAP SPLICE U O
���T-��fgy�m cco
12' MIN.* Z
rJ W
MIN. CONTINUOUS PERIMETER FOOTING
\
(4) 112r%
4' NOMINAL CONCRETE SLAB
2'x PURUN
W.W.M.
ORS FIBER R�NFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y,)
�r t
•
-.a
d •
BEAM MAY
••.
' •
• v •.
BE FLAT
,•
•d• .
OR SLOPEC
. o • . d • , . • . • a
(TYP. EACH
• .d
'
PIOA
('IMP. EACH
a •.'
'a •
•
'
.� •
_
UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (90X PROCTOR)
MIN. (1)-15 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20' MIN.
8'OUNJ
3' COVER MP.)
FOUNDATION/SLAB DETAIL
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
INATE (1)
ANGLE
E
4- ANGLE (BRACE) W/
12x34' S.M.S. O EACH
ER INTERSECTION
ANGLE 2' LONG ON
RSIDEW/(4) 112x%* S.M.S.
LEG (BEAM & BRACE)
BRACE
PLAN)
ALTERNATE (2)
20 BRACE
ULI
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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
DO KIM AA#
OCIATES, LLC
68879T 33679
iC
1 �7
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 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.
S. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 600545 Alloy; for secondary
---components_6063-T6,_A_ lloy 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 Ede Distance
g
Minimum Center to Center
Distance
#10
0.188
5/16'
Y2"
#12
0.219
3/8"
9/ .,
#14 (1/4")
0.250
%2"
5/s'
9. Structure has been designed to meet the 61h Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vd1, is
150 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).
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 33679
Tel: (813) 374-0321
Rev atei Description
pQ 2017 1
ISSUED
A
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER49497
DO tJA#
SSOCIATES, LLC
87
2680039
a, FL 33679
Drawing No. - 060811
SHEET 3 OF 3