HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILS3' x 3' x 0430' MIN. 6063-T6 ALLOY
PLATE OR. E STRONGER (W SIDE) WITH
(3) - M12it V4' SJMS, EACH SIDE AS
SHOWN ( MIN. PLATE EDGE DISTANCE
L C-C.JASTENER SPACING)
3-18' x US' MM 6063-T6
(ONE LLSY
PLATE OR STRONGER
OD
02 x %4 S.N.S,
EACH SIDE AS SHOWN
DISTANCE
I TPLATEKM & C=C
FASTENER SPACING)
CORNER POST
K-BRACE
11 x 2' SOLE PLATE
W / CONCRETE MOM (2 PLACES)
IN LIEU OF TYP, ir' 0 CONCRETE
SCREWS FOR CORNER COLUMN
_ (5) 8120/4' S.M.S.
1x2 O.B. ATTACHED TO BEAM W/
(2)-/lOX2' S.M.S. INTO SCREW BOSS
,rW/W NUT AND WASHER T
�O EACH sn>E OF BEAN
/124' S.M.S. C 24' O.C.
lx2 O.B. TO SUPER GUTTER
(4) j12x3/4' S.M.S.
ROOF BEAM
(FLAT OR SLOPED)
i
(1) 2x2t1(j' ANGLE, EACH SIDE
(2 FOR 2x8 SMB OR LARGER.)
(4) 012c3/4- S.M.S.
EACH LEG.
5' or 7' SUPER GUTTER
MIN. DJ190' THICK
EAVE RAIL
<11 TOTAL) - 012
SJLS AS SHOWN (
PLATE -EDGE DIST
C-C FASTENER SF
6' x5• xom,
6063-T6 ALLOY PLO
—CONE_SIDE)-Qt-STRI
K-BRACE-
2x3xO.070 CHAIR RAIL
K-BRACE
I*Sxib' ANGLE 6' LONG
ITYP. aS
EACH BEAM)
-(2) Y'6x3' LG, e EACH ANGLE
NDTE� PRIMARY SCREEN Q
ATTACHED TD HOST STRU
C13NVENTIOM TRUSS/RAF
FACIA TO BE 2x6 (NIN.) S.P.F. OVERHANG NO TO EXCEED
OR WESTER RED CEDAR NOTED ON PLAN DVG
STRUCTURAL GRADE 2 LOW.
7BEME
%"�x2' LG. LAG SCREW a 24'
TOIELENGTH OF GUTTERURE FASCIA TO EACH RAFTER TAIL
(1) Y.'rx4' LONG PAN HEAD LAG SCREWS
ATTACHING SUPER GUTTER
(OR)
/10x3/4-
O 2' O.C.
GIRT (CHAIR RAIL)
BEAN STITCHING SCREWS (SEE TABLE) a 24' QC
L-ICE-PtA
'ACE,SCREWS A A 5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS
i
1�
CCCC�1111
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0
- - — -- -- -----
- — -- - y�-
81404' SCREWS
LINE
BEAN 'A' -2-LINE:' STRTAL
PLARE
WIDTH
2x4 3 2 24
12'
sopJ t
2x5 3 3 32
14'
2x6 4 3 40
14'
. tE
tGRaw W-5 ww
2x9 5 6 72
18 -,�
ROOF BEAM
2x9(HW) 6 7 Be
�,,18'�
CONNECTION DETAIL
2x10 7 7 96 i
-' IS -
I■ SEE ELEVATIONS FOR
FOR 'K' BRACEySIZE
104' BY 2' LONG
ANGLE, EACH SIX (TYP.)
Z4) /14WS S. S.M
EACH LEG (TYP.)
HOLLOW POST J
FL BE CHAIR RAIL / GIRT TO POST
+I�SE CONNECTION DETAIL
2x PURUN
(MAY BE SLOPED�,t
:MS. THRU. 2x3 .OR
O�PURUN SCREW''
USE /1ox111111yyyyyy S:M4S O 24' O.C.
TO CDNNE O'1i2kOAL TO 20.
(1) Y4'Ox2' I.G. LAG SCREWS -
CTYP. a EACH BEAM) lx2 0.B. As1ENED TO
(i12 a 12' C.C. w/(2) /10x114' S.M.S. INTO
(MAX) BETWEEN
WEENEEN BEANS (E
IJa1GLE CONTINUOUS
SECURE FASCIA TO EACH RAFTER TAIL
W/ w Wfx4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER /
X' CONTINUOUS BEAD OF C13NSTRLICT113N .rSl[
ADHESIVE II&
PURUN FASTENED TO a
WITH (4) /120' S.M.S.
USING THICK FIAT B
TO FT G083-TO ALLOY
ODLUMN/POST
DO KIM
& ASSOCIATES, LLC
—C O-N SIJLTI N G
STRUCTURAL
ENGINEERS
PO BOX 10039
—Tampa; FLi67B
Tel: (813) 374-0321
VJD24 Desai 'on
1 T ISSUED
(3) /12x14- S.M.S., EACH LEG AND MIN. (4) S10x3' LONG S.M.S. INTO
SCREW BOSSES ALTEf0M11TAlE)
(8) /12W $.MS. CHANNEL TO BEAM
(9) SCREW TOTAL
BEAM SOTC111NG O 24. O.C.
�
(TYP. TOP AND BOTTOM OF SMB
J
2x3x0.070• = SEE TABLE FOR SD FS)
PURUNI �;
cs
070 GIRT/CHAR\'RAIL
1xIA" BY
3' LONG
O
V
D
co
PPytc-EDRMm RECORNG OMNEC-
i ANGLE, EACH SIDE (TYP.)
O
C
J
(YIN. 0.062' MATERIAL THICKNESS)
1' x 2 1/8' x 1- x 3' LG.
(3) /12W S.M.S.. EACH
0-
(TYP. ALTERNATIM
LEG (6) TOTAL (TYP.)
16-
W
4) lOx2' LONG .,
INfO SCREW 804SES
N
W
O
Z
w
V
PURLIN TO ROOF BEAM ��
Q
CONNECTION DETAIL��'�
w
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}a
DRAWN BY:
DYK
2xM.045'EAVERAIL ATTACHED TO f- -
BEAMS :WITH (3)-#10x2' S.M.S. 5' d '`� S.N.B. BEAM
1
CHECKED BY.
DYK
SCALE:
AS SHOWN
INTO -SCREW BOSS. U •` MAY BE SLOPED OR FLAT
(SEE FLAN FOR SIDE)
DATE:
B11UD8
I
2x5x.125 ANGLE-2' MADE WITH
R )-#14xl' INTOBEAM k (2)-014x1 wr
Y�
�• DO YEON KIM, P.E.
USE /tox%' S.MS. O 24' C.C. FL.AREG. NUMBER 49497
70 CONNECT TO 1x2 O.B. TO 2x3.
(9) r12A4 S.M.S. EACH SIDE
OF BEAM (TYP.) OR MIN, 3 !F• MAX, C-c ` DO KIM SOCIATES, LLC
OF 13FJW FOR 2x5 COLUSIDE MN TO PACING OF FASTENERS (TYP.) v
MIN. BEAN P BoX 10D39
2x5 BEAM Ls ANNCE ("P.) j Tempe, FL 39679
COLUMN/POSf ,�
�;. MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
Drawing No. - 060811
SHEET 1OF3
PURUN SUPPORT
COLUMN/POST: f =.
)b' ANGLE. EACH SIDE (TYP.)
_2z2il- x 2' LG. ANGLE S.MS. WITH MIN.
Wo CONCRETE ANCHOR
BEAM-
W/ (4) /124/4- S.MS EDGE DISTANCE
`"'•W/2%' EMBEDMENT INTO
(EACH SIDE)
STRUCTURAL CON
—
1'x2' O.B. SOLE PLATE
%'S CONCRETE ANCHOR
0•- O
1
,,• %'
O O
W 2%" EMBEDMENT INTO
2'x; PURUN
STD SCONCRETE )
(EACH E)
C
`
• ••�
(�
3' MINBEAM
�"
MAY
oac
Ys 4x2Y' CONCRETE
SCREW ANCHOR O 24,�•;O.C.
BE FLAT
OR SLOPED
¢��
AND 9' FROM POSE (ttPJ—
_
—
SIDEWALL.COLUMN TO CONCRETE
9•
COLUM"/P05f
CONNECTION DErtAIL:
t
�•.i
1x2 O.B. SOLE PLATE
PLAN - TYPICAL DIAGONAL
BRACE CONNECTION
SEE PLAN FOR/SIZE
1x2 O.S. FASTENED)fJICORNE.
SECTION WITH /14xt%" S.M.S./
24' O.C.
2x24' ANGLE 2' LONG (EACH
W/(Z) 114 S.MS. TO POS
& 3 8 0 H:D. EXP. SOL
W/ 2 1/2- MIN. E M _ pMENT
EDGE OF CONCRETE__
PLAN VIEW
S.M.S. WITH MIN.' `r!
)6' ANGLE, EACH SIDE (TYP.)
EDGE DISTANCE .i
%'0 CONCRETE ANCHOR
W/2%' EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
SEE NOTE 10)
1'x2' O.B. SOLE PLATE
Vt
3- MIN. (TYP.)
Aw
Y•'Ix2Y' CONCRETE
=~_af
SCREW ANCHOR O 24' O.C.
z
AND 9- FROM POST-.(IYP.)
t
of
N
J H I EDGE OF CO EIE L' (TYPJN
8
PLAN VIEW
MAIN COLUMN TO:CONCRETE
CONNECTION DETAIL
&I
BEAM SUPPORT
COLUMN/POST
240/8' x 2'
POST
2x2x1(I' ANGLE CUP, CUT AT
A 45' (+/-) ANGLE AND
ATTACHED TO THE SCREEN F
BEAM WITH ONE (1) Y4 0 THI
BOLT, WITH FENDER WASHER,
ATTACHED TO BEAM OR_EAVE
DIAGOKALZSRACDEG=SERET=FR
ATTACHED TO ROOF PURUNS
240.093 BRACE V
(SEE PLAN) r
, - COLUMN
21j- MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
•
O.B. SOLE PLATE Z
a
N
- Ys' 0.5" CONCRETE SCREWS O 24' O.C. 2%' MIN. CONC.
(TYP.), 1)4' CONC. EMBEDMENT (MIN.) EMBEDMENT M.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' 44 • ;.
14.
8'(HINJ
FOUNDATION/SLAB DETAIL
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6400/10
W.W.M. OR FIBER REINFORCtu
(POLYPROPYLENE FIBER -
1.5 POUND (MIN,)PER C.Y.)
4.
• 44• �.
UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (90x PROCTOR)
MIN. (1)-05 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20' MIN.
3- COVER (1YP.)
10 02. FASTENED TO CORNER
SECTION WITH +1Ox2- S.M.S. W/
' DUI. WASHER O 16' O.C.
ANGLE (2' LONG) V/ (2)-Y14
TD TOP OF 2x3 EAVE RAIL AND (2)-
L1x2 O.B. TOP FRAME
CORNER POST
•lx O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
2500 PSI MIN. CONCRETE STRENGTH
.II u �:Illlal.
D0- K I M
& ASSOCIATES, LLC
- -C D-N-S-U-L-T-1-N G- -
STR U CTU RAL
ENGINEERS
PO Box 10039
_ - pa.=FbZ67 =- -
Tel: (813) 374-0321
Rev. t Desari lion
,! io s ISSUED
4
'
J
V'
COMPACTED OR
Q
d. A
UNDISTURBED SOIL/SAND
= W
4
(1)-#5 REBAR, CONTINUOUS
C
3' MIN. CONC. COVER, 36' MIN.
— W
)�
'3a
LAP SPLICE
C
ETI��
U
C
12' MIN!
J
U
V Z
W
co
c. Z
MIN. CONTINUOUS PERIMETER
FOOTING
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F ALL
W
ALTERNATE 11)
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V
2x1x7(' ANGLE
LuLu
-
(4) /12xY4* S.M..
BRACE
DRAWN BY: DYK
2'x PURUN
270-4- ANGLE (BRACE) W/
CHECKED BY- DYK
(4E) 012BER INTERSECTION4'S..M.S. EACH
SCALE: AS SHOWN
O
DATE: 81"11106
O
O
2x2j' ANGLE 2' LONG ON
dfi
UNDERSIOEW/(4) /12W4' S.M.S.
BEAM MAY
FACH LEG (BE(& BRACE)
BE FLAT
OR SLOPED
110
S
RY)Pr
EACH END)
-
20 BRACE
(SEE PLAN)
I'Lik REG. NUMBER 49497
(()) I
(TYP+EACH END) S.M.S.
ALTERNATE (2)
DO KI SO IATES, LLC
20 BRACE
0 2 7
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
Drawing No. - 060811
SHEET 2 OF 3
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 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
5/16
#12
0.219
3/8"
,/� .
#14 (1/4")
0.250
1/2"
s<s'
9. Structure has been designed to meet the 61A Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, VA1, 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" (LTOs), 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
Tampa, FL 33679
Tel: (813) 374-0321
I p& 1 2017 1
—1 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
D 11A#
SSOCIATES, LLC
26887
a,FL
33679
yq-] -fJ
Drawing No. - 060811 1
SHEET 3 OF 3