HomeMy WebLinkAboutSCREEN ROOM DETAILSFLASHING, SEAL AS REO'D
014XA' SMS V/ INTEGRAL %'0
WASHER AND NEOPRENE GASKET
TOP 6 R14XW SMS BOTTOM.
B 12- D.C. (COMPOSITE ROOF)
COMPOSITE PANEL
(SEE PLAN FOR SIZE)
WITH HIM. W BEARING LEG.
(1) WIT x 2• LAG SCREW B 24- O.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
, SOFFIT
(DR) -r:--- ------
SEALANT 0 x 216' LONG WOOD LAG
`ySLOPE K' 0 x .C.2W LONG MASONRY 0
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O O O O 0 O" (MASONRY OR WODD)
EX
TRUDED OR BRAKE -FORMED
ASHER AND CR RECEIVING CHANNEL (044
S.M.S. BOTTOM, B WITH MIN. IW BEARING LEG.
INSTALLATION
B 12'ac.
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL F
BEAM SUPPORT
)§' ANGLE. EACH'sNE "I`.)
14.
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COLUMN/PosT
S.M.S. WITH 3§'
Y.'0 CONCRETE ANCHOR
EDGE DISTANCE
CE
W/�• EMBEDMENT INTO
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IQ O.B. SOLE PLATE
COLUMN TO CONCRETE/MASONRY
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—CONNECTION'sDETAIL
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EDGE OF CONCRETE
PLAN VIEW
P (TYP.)
y.'ax2)j' LAG SCREW O 12' O.C.,—
(1) WITHIN 3' OF EDGES (TYP.)
I'.2' O.B. (TYP.) —
NOTE:
FOR BLOCK FRAMED HOUSES USE
j14x2A' CONCRETE SCNEW'
O 18' O.C., 1 WITHIN 3'
OF EDGES (M.)
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TYPICAL SCREEN EDGE TO STRUCTURE
CONNECTION DETAIL
SEE PLAN FOR SIZE
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1x O.B.,FASTENED TO CORNER
SECTION WITH /14.1X' S.M.S.6
24•iD.C.
2 2A1§' ANGLE 2' LONG (EACH SIDE)
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(4) /140j- S.M.S.,
2 SCREWSCrve
EACH LEG M.)
HOLLOW POST —
Wry
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL `
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EDGE BEAM —�
(SEE PLAN FOR SIZE,
MIN. 0.050' WALL
THICKNESS)
CoLuMN/Posr J
(SEE PLAN FOR SIZE)
S.M.S.. Iwo
EACH S10E
e
2A- MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
� O.B. SOLE PLATE
r'
A
Y': and CONCRETE SCREWS O 24' O.C. `-2%' MIN. CONC.
(mJ, 1A' CONIC. ENBEDMENT (MIN.) EMemmw (TYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
(OPTIONAL)
4" NOMINAL CONIC ��}}
(2500 PSI, MIN.) W/6x6,x10/10
W.W.M. OR FBER REINFORCED
[POLYPROPYLENE FIBER
POUND (MIN.)PER C.Y.] '.N
APPROXIMATE • '
GRADE 'Iilll IIII� �•'`:�.� '
.��� II I I I I I =III .. •'. % ' �• •� -.UNDISTURBED SOIL OR CON
CRUSHED LIMEROCK (90% P
45 REBAR CONTINUOUgX
UST OVERLAP 20' MIN.'
3COV (TYPJ��
THICKENEQ,EDGE�ANNED
SLAB/POST DETAIL r �Y
St. Lucie bounty
DO KIM
& ASSOCIATES, LLC
Ff TU N
TURAL
jpCIMW �S
09
36 �QOL 379
Tel: (813) 374-0321
p%Mx: (813) 374-0322
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DRAWN BY:
DYK
CHECKED BY:
DYK
.DO PEON KIM, P.E.
-� `ILA REG: NUMBER 49497 -.
'- -_ • TPe AE-LLCDO KM 887_10039.'
FL - -
-
Drawing No..-,060327'
SHEET- 1,OF2
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.
5. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-TS Alloy, or 6063-T6 Alloy.
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 edqe 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
s/,6'
Y2"
#12
0.219
#14 (1/4")
0.250
1V2"
s/a"
9. Structure has been designed to meet the 61" Edition FBC (2017 FBC). 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 C. 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.
DO KIM
9 ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
Fan: (813) 374-0322
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO WVJM&SOCIATES, LLC
26887
X 10039
FL 33679
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( Drawing No. - 060327 1