HomeMy WebLinkAboutSCREEN ENCLOSURE DETAILS3•x3•.
PLATE OR
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LATERAL "IC' - BRACING
CONNECTION DETAILS
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DO YEON KIM, P.E.
4w•SETS 0 R(' O.C.
FLA. REG. NUMBER 49697
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CONNECTION DETAIL
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Drawing No.-060811
SHEET 1OF3
v 2' W. ANGLE SAS. WITH M. )§'
W/4• 5.115 EDGE DISTANCE
SEE PLAN FOR SITE
112 O.B. FASTENED,70 CORNER -�
$COW CORN /IhU)'. S.Ms.O
24' O.C. -,
2.24' ANGLE 2' IDNG (EACH SDE7
W/(2) j10114' SAS. TO POST
O S/61 H.D. VLV. W. BOLT
W/ 2 1/2' MIN. DISEDYENT
M' ANGLE EACH SIDE (TYP.)
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%'0 CONCRETE ANCHOR
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DO KIM
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DdUj' ANGIE: WP, CUT AT 1v3 O.B. FASTENED TO CORNER CORNER POST
A 4S (i/-)'ANGLP AND SECITON WITH /10v2' SAS. W/
ATTACHED TO THE ONE' SCREEN ROOF ')$• Du. WASHER O 16' O.C.
BEAM X lDD39
BOLT. YY� Efl �M.SNM tv O.D. SIDE COAL CORNER UPRGM TTMR PO a.FL 33679
ATTACHED TO 6FJA(7OR FAVE RAR
0 DIACONAL NOT Tel: (813) 3740321
.ATTACHED TO ROOF IPURUNS.
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y' 0v5' CONCRETE SCREWS O 24' O.C. 216' M. CONIC.
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TYPCIAL FRONT VIEW OF POST TO,
FOUNDATION CONNECTION WITH PAVERS
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FOUNDATION/SLAB DETAIL
e NOMINALM�COO��N��CRETE SIAB
Vmmm. OR- F% W 6v6v10 f0
[POLYPROPYLENE N®R -
1.5 POUND (NN.)PER C.Y.)
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�UNOSNRBED $OIL OR COMPACTED
CRUSHED UMEROM (BOW PROCTOR]
YM. (1)-Is RFBAR COHIINUWS, SPICE
MUST OVERIAP'20' CO
3' COVER (TYP.)
2500 PSI MIN. CONCRETE STRENGTH
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UNDISTURBED SOIL/SAND
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:SIDE 1(4)
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2A3 BRACE
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO N&SIATES, LLC
T N
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Drawing No. - 060811
SHEET 20F3
t
1 x
(2) 1/4'0> 2N LG. LAG SCREW
EACH, SIDE OF BEAM (TYP.) -
4) #14x3/4" S.M.S.
�(TYP.)
-ROOF-BEAM- -
(FLAT OR SLOPED)
\2x2e8" ANGLE, EACH SIDE -
(TYa P.)
(8) 40/4" S.M.S., (4) SCF
EACH tQG (TYP.)
FACIA TO BE 2x6
SECURE FASCIA TO EACH
W/ (1) 1q'Ox4' LONG PAN
BEFORE ATTACHING SUPER
TO FASCIA CONNECTION DET,
TAIL
G SCREWS
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 401 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-TS 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 14)-#1Ox2" per connection unless shown otherwise.
B. Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
1-1022 Low Carbon Steel SMS & Self -Drilling REM Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
'/,s"
Yz"
#12
0.219
#14 (1/4")
0.250
Yn"
9. Structure has been designed to meet the 61h Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V-1, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
201.7 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.
DO KIM
& ASSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM ASS CIATES, LLC
F887
P Tam T79
12,.r f
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.
Drawing No. - 060811 1
SHEET 3OF3