HomeMy WebLinkAboutSCREEN ENCLOSURE DETAILSa
Gene/tii Notes and Specifications:
1. Contractor shalt 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 densityshall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be7005-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)41W" per connection unless shown otherwise.
B. Unless otherwise shown, screws shall have minimum edae distance and center -to -center distances as shown in this table.
C-ID22 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
0.1B8
#14 (1/4")
0.250
14"
9. Structure has been designed to meet the 6" Edition FBC (2017 FBCI. Project is sited where the ultimate design wind speed, Vd, 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" (LTDsl. Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
2.3 PURUN
(MAYBE SLOPEDIOR FIAT)-'-
. S.M.S. THRU. IX2
PURUN SCREW
2x2 FASTENED TO SUPERGUTIER
W/ /14z2' S.M.S. O 24' D.C. AND
O EACH SIDE OF PURUN
CTLstCOPY
DO KIM
ASSOCIATES, LLC
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CONSULTING
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PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ATTACH SUPER GUTTER W/ (2) )4wex2Y2*
-LAG SCREW O EACH PURUN AND
(1)-B14x2' LG. S.M.S O 12' O.C. MAX.
THE-ENORE LENGTH OF SUPER GUTTER
'f--PURLIN'.T O--SUPER'GUTTER
(2) 014A7 S.M.S., EACH LEG AND
4 #144" S.M.S. CHANNEL TO BEAM
8 SCREW TOTAL
11. Screen enclosure structure shall meet Section 454.2.17 Residential Swimming Barrier Requirements and the screen enclosure per 1.1,9' BY 2' LONG
454.2.17.1.11. if enclosing a pool. ANGLE. EACH SIDE (TYP.)
x 2 1/8" x 1' x 2" I.C.
(4) B141V' S.M.S..
2 SCREWS
EACH LEG (TYP.)
HOLLOW POST
BEAM STITCHING O 24' O.C.
M. TOP AND BOTTOM OF SUB
SEE TABLE FOR SIZES)
1xlx%' BY 2' LONG
ANGLE, EACH SIDE (TYP.)
LEG (4) TOTAL (TYP.)
PURLIN TO
BEAM CONNECTION
-- =-=`
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2x3z0.045 EAVERML ATTACHED TO
_
+' i=
BEAMS WITH (3)—Q10z2' S.M.S.
�
INTO SCREW BOSS. _ „_ - -- , - 61 -� MAY BE SLOPED OR FIAT
. ,/ • 2x2 -
2. PURUN
(MAY BE SLOPED
,..: -: (SEE PLAN FOR SIZE)
-•
') )y0x2Ya' LG:,L"AG SCREW
OR FLAT)
(2) B10z4' S.M.S. IHRU. 2.3
INCH SIDE SIDE !>FHEAN (TYP.)
FAVE RAIL INTO PURUN SCREW
2x5z.125 ANGLE-2' WIDE.WRN-%
_
f FACIA TO BE 2x6 (HIM.)
(4) B1403 4' S.M.S.
BOSSES
(2)-114x1' INTO BEAM &.-(2)—Bt4x1'
IMO UPRIGHT.
z
(�')
�
USE B10xi)S' S.M.S. O 24' O.C. — — —
za
%
Y
� TO CONNECT TO 1x2 O.B. TO 2x3.
�
�2]/�/
ROOF BEAN
USE BIOXIY2' S.M.S. O 24' O.C.
(FIAT OR SLOPED) SECURE FASCIA TO EACH RAFTER TAIL /
TO CONN[T TO 1.2 O.B. TO 2.3.
V/ (1) K'0x4' LONG PAN HEAD LAG SCREWS /
— — _ _ _
)I BEFORE ATTACHING SUPER GUTTER /
IX2 O.B. FASTENED TO COLUMN/POST PURUN FASTENED TO COLUMN/POST
W/(2) B10x Dj' S.M.S. INTO B WOH (J4)) B12x1' S.M.S. (EACH LEG)
EEEEEE '
OF)I.QEAM ' S)•Q.R�H SIDE
)S'
EASCREW
CH TYPE) USINGBST
MIN., 3 Ye' STEAX. ERS
(6)B12xii S.M.S. EACH SIpE SPACING (IF FASTENERS (TYP.)
2x2rJ6' ANGLE, EACH SIDE
TO (60831C T6 AUA )7
OF BEAM FOR 2.5 COLUMN TO
OYPJa 4 -1
t
�v
COLUMN/POST
2x5 BEAM / Ya• MIN. BEAM EDGE
DISTANCE (TYPJ r /Lp1NO
(8) S.M.S., (4) SCREW �,^"
1`., COLUMN/POST J
EACH LEG?OYPJ
I LEG,'4
E3
CARRIEFf BEAM TO FASCIA CONNECTION DETAIL
7
,. S4lucie(301
-. - _
SIDEWALL POST COLUMN TO PURLIN
-
MAIN=PO$T / COLUMN TO ROOF BEAM-
-
CONNECTION DETAIL
CONECTION-DETAIE`"i
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DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIVAS.S CIATES,LLC
887
0039
33679
6,N9
i Drawing No. - 060811 i
1 OF2
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a-3
PURUN SUPFO -s
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- _ .4 -
—
COLVMN/P.OS'{
._' .. y- ANOIE. EACH SIOE (TPJ
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x Y LG..M.S
S.M.S. WITH MIN.'
i6'0' ANCHOR
q
W/ (4)8'
W/ 1112a3/4' S.M.S
EDGE DISTANCE
kEMBETE
tENBEDONCR
H
(EACH slDLy
STRU
smumuR�oxcaETE (TYPJ
TE (
\�
%-0 CONCRETE ANCHOR
1'd' D.B. SOLE.PLATE
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RUCT M. CONCR INTO ST
S (EACH MO) CONCRETE
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awY•0z2Y'
CONCRETE
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SCREW ANCHOR 0 24" OC
AND 9' FROM POsF (1YP.)
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SEE PUN FOR SZE
O.B. FASTENED TO COMESE
SECTION WITH /14z1Yy' S.M.S.N
24' O.C. U)
2x2d'0' ANGLEI2LONG (EACH
W/(2, �14�' S.M.S. TO POS
§ 3 0 H.D. GALV. UP. 801
W/ 2 1/2' MIN. EMBEDMENT
S.M.5. WITH MIN. ' K ANGLE EACH SIDE (TVP.)
EDGE. DISTANCE %"0 CONCRETE ANCHOR
W/2)6' EMBEDMENT IN10
STRUCTURAL CONCRETE OW.)
. X . 1'x2' O.B. SOLE PLATE
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OF CONCRETE
PLAN VIEW
44
3- MIN. (TYP.)
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E PLATE
O.B. SOLE PLATE
4
:TYP.) ) ,,
2500 PSI MIN. CONCRETE STRENGTH
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GRADED
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REVIEWED FOR
& ASSOCIATES, LLC
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CODE COMPLIANCE
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ST. LUCIE COUNTY
STRUCTURAL
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B®CC
ENGINEER S
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(1)-#5 REBAR, CONTINUOUS
PO Box 10039
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— I 3" MIN. CONC. COVER, 36" MIN.
Tampa, FL 33679
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Y.'mxDs' LAG ScaEW o- 12' O.C..
(1) WITHIN 3. OF EDGES (M.)
Tel: (813) 374-0321
12' MIN.*
1-x - D.B. (M.)
ReviDatel
Descri lion
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ISSUED
NOTE: STUD
MIN. CONTINUOUS PERIMETER FOOTING
FOR BLOCK FRAMED HOUSES USE
/14x271 CONCRETE SCREW WOOD FRAME WALL
O Is, D.C.. 1 WITHIN 3'
OF EDGES CYPJ
0
0
TYPICAL SCREEN EDGE TO STRUCTURE
CONNECTION DETAIL
POST
� U2 O.B. TOP FRAME
1.3 03. FASTENED TO CORNER CORNER POST
SECTION WITH #10.2' S.M.S. W/
W DIA WASHER O 18- O.C.
Ix O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
BEAM SUPPORT CORNER POST/ COLUMN
COLUMN/POST
2a21
1/a' a 2, Lc ANGLE UPRIGHT DETAIL
W/ (4) /12a3/4' S.M.S
(EMH SIDE)
POST
4' NOMINAL CONCRETE SUB
(25GO PSI, MIN.) W/6x6XIO/l0
W.W.M. OR FIBER REINFORCED
[MI.WROPDENE RISER -
1.5 FOUND (NIN.)PFR C.Y.]
°°.. • '
•e
.• • • UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (90R PROCTOR)
MIN. (1)-15 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20' MIN.
3' COVER (TYP.)
FOUNDATION/SLAB DETAIL
1x2 O.B. OR 2x2 FASTENED TO WA LL
-
CO
CONCRETE SCREWS 024' O.C.
1, W/ d14a2ON
MAX. DISTANCE FROM
(OPTIONAL)
BEAM EDGE TiP.
2x2 Y- MIN. THICK ANGLE (EACH SIDE)
F
(ANGLE LENGTH - DEPTH OF BEAM)
W
ROOF BENT
C
O
(SEE PUN FOR SIZE)
(5)-@14�' S.N.S. (EACH SIDE OF BEAM)
W
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HOST STRUCTURE ANCHORS
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EQUALLY SPACED (TYP.)
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O 0
((\\
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(2) Y' 0 x 2Y• LONG WOOD LAG SCREW OR
F
1 2' MIN. E wl
(2) Y' 0 z 24' LONG MASONRY ANCHORS
Q
SPACED (TIP.)
Z
U
HOST STRUCTURE (MASONRY OR WOOD)
W
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❑ T-
BEAM TO HOST
STRUCTURE DETAIL
DRAWN BY.
DO YEON KIM, P.E.
FLA, REG. NUMBER 49497
DO KIW&CLATES, LLC
8870039
Tampa, FL 33679
6,1-t I
Drawing No. - 060811
SHEET 2OF2
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