HomeMy WebLinkAboutSCREEN ENCLOSURE DETAILSa
SCANNEU
BY
at Lucie Countk
3' x 3' x 0.050' MIN. 6063-T6 ALLOY
PLATE OR STRONGER (ONE SIDE) WITH
(3) - N12 x %' SKS, EACH SIDE AS
SHOWN (V' MD4, PLATE EDGE DISTANCE
L C-C FASTENER SPACING)
3' x 2' xi 0,050' AM 6063-T6
ALLOY PLATE OR STRONGER
CONE SIDE)
(3) - 011 x V4' SN.S,
EACH SIDE, AS SHOWN
%ION. PLATE EDGE
DISTANCE k C'C
FASTENER SPACING)
"r\
FG"I'ATION
CDRNER POST EAVE RAIL
(11 TOTAL) - 112 x V4'
SJIS AS SHOWN MIN.
x 2' O.B. PLATE EDGE DISTANCE L�
PATIO SECTION C-C FASTENER SPACING)
A 6' x 3' x 0.050'
O o 6063-T6 ALLAY PLATE
O (OME SIDE) OR STRONGER
K-BRACE
2x3x0.070 CHAIR RAIL
K-BRACE
K-BRACE �
CORNER POST
K-BRACE
V x 2' SOLE PLATE
L W 0 CONCRETE ANCHOR l2 PLACES)
IN LIEU OF TYP. %' 0 CONCRETE
SCREWS FOR CORNER COLUMN
_LATERAL "IC,BRACING
CONNECTION DETAILS
(5) 012x3/4- S.M.S.
1x2 O.B. ATTACHED TO -BEAM W/
(2)-/lOX2' S.M.S..INTO SCREW BOSS
(1)-1/4'41' S.S. THRU-BOLT
0 Ey_CHMUT AND WASHER
SIDE O BEAM
A
AN
/12x2' S.M.S. O 24' O.C.
1 x2O.B. TO SUPER CUTTER
�(4) /12x3/4' S.M.S.
ROOF BEAM
M1p(NMT OR SLOPED)
7
i
t'(1)-2z2A'. ANGLE. EACH SIDE _
(2 FOR 2x8 SMB-OR'--LARGER.)
(4) /12x3/4- S.M.S.
EACH LEG.
5' or 7' SUPER GUTTER
MIN. 0.090' THICK
O
O 1010
O
O
GIR1
COLL04N
txbW BY 2' LONG -
ANGLE, EACH SIDE (TYP.)
-- - --- - - (4t144)9- S.M.S.,
REWS
EACH LEG (TYP.)
HOLLOW POST —
1x5x)§' ANGLE 6' LONG
(TYP, a EACH BEAM)
-(2) I:'Ox3' LG . a EACH ANGLE
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
NDTE� PRIMARY SCREEN ENCLOSURE SEAMS SHALL HE
ATTACHED TO HOST STRUCTURE CONSISTING OF
CONVENTIONAL TRUSS/RAFTER FRAMING WITH MAX.
FACIA TO BE 2x6 MIN.) S.P.F.
OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE
OR WESTER RED CEDAR
�T� PLAN DWG,
STRUCTURAL GRADE 2 HIM
(1) ),'Ox2' LG. LAG SCREW a 24'
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL (2) /tOx4' S.MS.JARU. 2x3
W/ (D Wft4' LONG PAN HEAD LAG SCREWS FJ1VE RAIL INTO PURUN SCREW
BEFORE ATTACHING SUPER GUTTER BOSS
(OR)
7'0x3/4-'.
0 2' D.C.
USE 010x11YYS.M.S.S.M. O 24' O.C.
TO CONNECT T0 1x2 0.8. TO 2x3.
(1) Y4 Ox2' LG, LAG SCREWS r
CTYP, a EACH BEAM) 1x2.O.B. FASTENED TO COLUMN/POST
(D i12x' a 1ac.
(MAX) BETWEEN
BEANS W/(2) p&tr s.M.s. INTO SCREW BOSSES
EEN
! (EACH ENO. TYP.)
' ha' THICK CONTINUOUS
ANGLE r .
SECURE FASCIA TO EACH RAFTER'TAIL
W/ (D %'0x4' LONG PAN HEAD LAG SCREWS
BEFI3RE ATTACHING SUPER GUTTER
;CREWS
(m.)7
BEAN STITCHING SCREWS -(SEE TABLE) e`24' O.C.`
SPLICE PLATE (EACH SIDE OF BEAM) \
A W52-1<12 ALLOY OR EQUAL, 1/8' THICKNESS
"Q
0' o
ROOF BEAM
CONNECTION DETAIL
-2x3x0.070 GIRT/C WR,RAIL
(SEE PLAN)
-- — MIN. (4) /tOx2' LONG
S.MS. INTO SCREW BOSSES
(TYP. ALTERNATWE)
S.M.B. POST -
(3) /12ig- S.M.S., EACH LEG AND
(8) 012)W S.M.S. CHANNEL TO BEAM
B SCREW TOTAL
2x3x0.070-
PURLIN v
B 11-FORMtD RECIEMN CHANNEL
(MIN. 0.082' MATERIAL THICKNESS)
I"x21/8'x I'x3"LG.
(TYP. ALTERNATME)_
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2x3xO.G45 EAVERAIL ATTACHED TO
.. BEAMS WITH (3)-/tOx2- S.M.S.
2x PURUN INTO SCREW BOSS.
(MAY BE SLOPED '
OR FIAT)
2x5x.125 ANGLE-2' WIDE WITH
\ INTO#1PWGHT� BEAM k (2)-%14xG''-
USECOIOx%' S.MS. O 24' O.C.
TO NNECT TO 1x2 O.B. TO 20.
PURUN FASTENED TO COLUMN/POST (g) /12x�' S.M.S. EACH SIDE•
WITH (4) /12x1' S.M.S. (EACH LEG) OF BEAM (TYP.) OR
USING )r THICK FLAT BAR BIM (6 12, S.M.S. EACH SIDE
TO FIT (6083-T8 ALLO'Q W 11A FOR 2x5 COLUMN TO
2x5 BEAM
COLUMN/POST
Y: cONTD(uaus DEAD OF cdN`srRucT10M SIDEWALL POST / COLUMN TO PURLIN
ADHESIVE CONNECTION DETAIL
7 BB 18' is
7 96 19•_'=
MIN. (4) /10x3' LONG S.M.S. INTO
SCREW BOSSES (TYP. ALTERNAWO
BEAM STITCHING O 24' O.C. .
(TYP. TOP AND BOTTOM OF SMB
SEE TABLE FOR SDTES)
lzt W BY 3' LONG
ANGX.E, EACH SIDE (TYP.)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
U >
iQ
s
._., J
S.N.B.. BEAM
MAY BE SLOPED OR FIAT
(SEE PLAN FOR SIZE)
W MIN., 3 I¢' MAX. C-C
'SPACING OF FASTENERS CTYP.)
DISTMlti DEAN EDGE
ACE MP.)
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813)374.0321
I oQ I2015 I ISSUED I
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DRAWN BY:
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CHECKED BY:
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SCALE:
AS SHOWN
DATE
B111(00
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM TES, LLC
P Tampa
Drawing No. - 060811
SHEET 1OF3
L
3' MIN.
F� SUPPORT-
Ih/POST
- JIV ANGLE. EACH SIDE (TYP.)
2x2x1/8' x 2' L.G. ANGLE
W/ (4) /12x3/4" S.M.S
(EACH SIDE)
S.M.S. WITH MIN. '
EDGE DISTANCE
WO CONCRETE ANCHOR
W/2%' EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
/SEE NOTE 10)
'�
i(I'0 CONCRETE ANCHOR
1'z2' O.B. SOLE PLATE
W/2Xj� EMBEDMENT IMO
UCTURAL CONCRETE
(EACH SIDE)
rrJ
2'z PURUN
,
J
• 'J L • o-
'm Y'Ox2Y4' CONCRETE
0
3 SCREW ANCHOR O 24" O.C.
AND 9' FROM POST fTYP.)
`--SIDEWALL COLUMN TO CONCRETE
CONNECTION -DETAIL -
SEE PUW FOR SIZE
1x2 O.B. FASTENED TO CORNER EDGE
1
SECTION WITH /14x0S' S.M.S.O
24' O.C. a
�ma
2x2K%' ANGLE 2' LONG (EACH SIDE)
W/(2) 114W S.M.S. TO POST
h 3/8 0 ,H.D. GALV. EXP. BOLT 1 T y
uo�
W/ 2 1/21 MIN. EMBEDMENT
CORNER POST / COLUMN
TO CONCRETE _
CONNECTION DETAIL
COLUMN/POST
J1x2 O.B. SOLE PLATE
I
--6'
)§' ANGLE. EACH SIDE OW.) BEAM SUPPORT
S.M.S*
WITH MIN: �(j'
COLUMN/POST
EDGE DISTANCE % 0 CONCRETE ANCHOR 2B' z 2' LGJ+NGI
•• STRUCTURAL
EMBEDMENT INTO - - — x2z1W/-(4) 012x3/4" S.M.S
— - — -- SSA-NOTt 1 CONCRETE_(IYP.,— ---- - — (EACH SIDE)
- -- �1'x2' O.B. SOLE PLATE O O - -
BEAM MAY
BE FLAT
OR SLOPED
PLAN - TYPICAL DIAGONAL ROOF
BRACE CONNECTION
2x5x)6' ANGLE (2' LONG) V/ (2)-014
'
�014 TEKSDINTO THE FRONT OF THE C13RNER)POST
DO KIM
& ASSOCIATES, LLC
CONSULTING
1x2 O.B. TOP FRAME
STRUCTURAL
ENGINEERS
2z234" ANGLE CUP, CUT AT
10 O.B. FASTENED TO CORNER CORNER POST
A 4W (+/-) ANGLE AND
ATTACHED TO THE SCREEN ROOF
SECTION WITH /1Gx2" S.M.S. W/
%' DIA. WASHER O 18" O.C.
BEAM WITH ONE (1) Y4.0 THRU-
BOLT, WITH FEND WASHER
'
1x O.B. SIDE WALL CORNER UPRIGHT
I,
PO BOX 10039
Tampa, FL 33679
/1 !i ATTACHED TO BEAM OR EAVE RAIL
DIAGONAL BRACING SHALL NOT BE
Tel: (813) 374-0321
ATTACHED TO ROOF PURLINS.
2x2xO.093 BRACE
R-jDate
DeSCrI lion
(SEE PUN)
ELEVATION VIEW
1121
0
ISSUED
CORNER POST / COLUMN
O
UPRIGHT DETAIL
^
�- COLUMN
2Yt" MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
•
O.B. SOLE PLATE11
Z
N
Y4" 0x5' CONCRETE SCREWS O 24" O.C. Or MIN. bONC.
(TYP.), 13fi" CONC. EMBEDMENT (MIN.) EMBEDMENT CM.) - --- — -
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
PSI MIN. CONCRETE STRENGTH L
COMPACTED OR
UNDISTURBED SOIL/SAND
•(1)-#5 REBAR, CONTINUOUS
3' MIN. CONC. COVER, 36" MIN.
I'� I LAP SPLICE
j'** 12'" MIN.*
MIN. CONTINUOUS PERIMETER FOOTING
'a e
APPROXIMATE a/
G a G
°. a
O
• a
. .• •,
....-�..
-
POST
a
3" MIN. (TYP.)
(4) /12x3 �
2!� W Y4 �x2Y� CONCRETE
2FC SCREW ANCHOR O 24' O.C.
4" NOMINAL CONCRETE SLAB
2'z PURUN
o AND 9' FROM POST-(IYP.)
(2500 PSI, MIN.) W/Bx6x10/1BER
v
. OR FIBER O0
[POLYPROPYLENE FIBER
I
1.5 POUND (MIN.)PER C.Y.]
9" COLUMN/POST
z
z
1x2 O.B. SOLE PLATE
O O
• • '
d •
•:
BEAM MAY
BE FLAT
•.. •.. :'
•�
a4:
OR SLOPED
d, •Y ••
• " a
2 /10x2X
r -, d 4 . • e . • •
•
EACH
• °
(2YP) /IOx3H
''
4• •
(T�
I -III -I I I I
®• 4-
ICI I
I
a • .: .• .
EDGE OF CONCRETE 1' (TYP.)
I III-i
I —III
_
_III —I I III—'
_ a .
I I '
I ° • • , ° • .
•,
�UNDISTURBED
ius
.• •
SOIL OR COMPACTED
•
CRUSHED UMEROCK (SOX PROCTOR)
PLAN VIEW
MIN. (1)-/5 REM CONTINUOUS, SPLICE
MUST OVERLAP 20' MIN.
MAIN COLUMN TO CONCRETE
8'(HIN.)
3' COVER (M.)
CONNECTION DETAIL
FOUNDATION/SLAB DETAIL
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
RNATE (1)
I' ANGLE
E
)W ANGLE (BRACE) W/
112x3'4' S.M.S. O EACH
ER INTERSECTION
ANGLE 2' LONG ON
RSIDEW/(4) /12xY4" S.M.S.
LEG (BEAM k BRACE)
BRACE
PLAN)
ALTERNATE 12)
20 BRACE
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DRAWN BY:
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CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE
8/11/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI SO IATES, LLC
C 27
x
Tam ,
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, 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
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,-6005--T5-Alloy;-for-secondary -
_-components-6063--T-6-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
V2
#12
0.219
'/e'
9/1 6.'
#14 (1/4")
0.250
'12"
5/®"
9. Structure has been designed to meet the 61" 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 (ASD).
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
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DRAWN BY: DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 8111 /06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
D KI & SSOCIATES, LLC
Ali 26887
9
Tam a, FL 3367.9
15" to-4
Drawing No. - 060811
SHEET 3 OF 3