HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILSlk
4
EAVE RAIL \ BE_AM_STITCHING-SCRE-WS ZSEEJABLE)t 8 24' O.C.
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DATE: 8111106
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DO YEON KIM, P.E.
FLA REG. NUMBER 49497
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DO KI AS OCIATES, LLC
26687
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SIDEWALL POSTS COLUMN TO PURLIN' " MAN POST,' / COLUMN TO ROOF -BEAM
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SEE PLAN FOR.,SIZE -�
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-OR-SLOPED BOLT, WITH FENDER WASHER. �d 1x O.B. SIDE WALL CORNER UPRIGHT PO BOX 10039
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COLUMN/POST /- 2x2xO.093 BRACE Rev./Datc Description
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4" NOMINAL CONCRETE SLAB
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DATE;
8/11/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
IATES, LLC
DO KIPbA887
68
039
36679
[Drawing No. - 060811
(TYP,
AND
(1)-1/4"A* S.S. THRU 4
W/ Yi NUT AND WASHER
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#12x2' S.M.S.a,0r24. O.C.
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BEAM
ANGLE, EACH SIDE
#143/4' S.M.S., 4 SCREWS
i LEG (TYP.) SUPER GUTTER -
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(3) $14x-Y4" S.M.S. INTO
BEAM AND COLUMN (TYP.)
- - #14x4' S.M.S. W/ IYs 0 FENDER WASHER
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Eh.>STRAP (TYP.�@ EACH BEAM) �- \
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3' COMPOSITE
ROOF PANELS 77
3' (1 LB EPS)
COMPOSITE PANEL
EXTRUDED OR BRAKE -FORMED ROOF
OR RECEIVING CHANNEL (0.044' MIN.
WITH MIN. W BEARING LEG.
ENTIRE LENGTH [IF RECEIVING CHANNEL
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) WO x 4' LONG PAN HEAD LAG
BEFORE ATTACHING RECEIVING CHANNEL
(3)-%'0 THROUGH BOLT? ^" \ LU I\
WIIYi 0 WASHER
S.M.B. BEAM ���!' f A 0 x 2W LONG WOOD LAG SCREW OR
(SEE PLAN FOR SIZE) ' A' 0 x 2Ys' LONG MASONRY ANCHORS
SLOPE •• ' @ 24. D.C. MAX.
SEE PLAN FOR POST IZE 0000 0,0 000 '
t
0000000000 HOST STRUCTURE
O O O O O 0 " (MASONRY OR WOOD)
ER_�-WASAER �� #140V S.M.S. W/INTEGRAL 3'4'0 WASHER AND EXTRUDED OR BRAKE -FORMED ROOF HEADER
?' D.C. NEOPRENE GASKET@ 12' D.C., TOP & BOTTOM, , OR RECEIVING CHANNEL (0.044' MIN, THICKNESS)
IF CLEARANCE PROHIBITS INSTALLATION OF TOP J• WITH MIN. IW BEARING LEG.
FASTENERS USE #14x4' S.M.S. WAYS 0 FENDER
WASHER AND NEOPRENE GASKET a 12' D.C.
o-o o-O-o-o-o-o-o-� SCREEN ROOF TO
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OO o 0 0 0 0 0 0 o PANEL OR COMPOSITE ROOF
;6' PANEL CONNECTION DETAIL
WIDTH MAX,,
PATIO SIDE WALL HEADER
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EAVE RAIL/HEADER SCREW i
SIDE WALL
SEE PIAWFOR POST SIZES
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EACH SIDE. OR (2) Y4'0 THRU BOLTS
W/ WASHER & NUT.
CARRIER BEAM (S.M..)
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KNEE BRACE LENGTH
(12" MIN.)
(4)-#14x,'4 S.M,S.
KNEE BRACE
CONNECTION DETAIL (2 PLACES)
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.
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)4104" 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
'/x"
Y2"
#14 (1/41
0.250
Y2"
9. Structure has been designed to meet the 61" Edition FBC (2017 FBU. Project is sited where the ultimate design wind speed, Vult,
is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure D. Design pressures are from Table 2002.4,
2017 FBI 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. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H15
or 3105-1-125.
12. 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
_S_T_R_U_C_T_URA_ L_
ENGINEERS
PO Box 10039
Tampa, FL 33679
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SCALE:
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DATE:
8111106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM J
OCIATES, LLC
6887
10039Ta679
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Drawing No. - 060811
SHEET 3 OF 3