HomeMy WebLinkAboutSCRFEEN ROOM DETAILSFLASy03G, SEAL AS REO'D�
#14x*' SMS/W/ INTEGRAL %'0
WASHER A19 NEOPRENE GASKET
TOP & #i4xy'- SMS BOTTOM.
@ I2' O:C{ (COMPOSITE ROOF)
SLOPE
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SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) WO x 4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING RECEIVING CHANNELJII
EXTRUDED OR BRAKE -FORMED RODF HEA'i R
OR RECEIVING CHANNEL (0.044' MIN, TH11CFFFKNESS)
WITH MIN. IW BEARING LEG. d)
ENIVeORE x 2' LAG SCREW 124. O.C.
ENTIRE LENGTH OF RECEIVING CHANNEL
SOFFIT- - I— - -
CREW
i. 0x214 LAGS ® 12 O.C.,
(1) WITHIN 3" OF EDGES (TYP.)
1"x2" O.B. (TYP.)
NOTE: SND
FOR BLOCK FRAMED HOUSES USE
#14x7Xt° CONCRETE SCREW WOOD FRAME WALL
® 18" O.C., 1 WITHIN 3"
OF EDGES (TYP.)
TYPICAL SCREEN EDGE TO STRUCTURE
-- - CONNECTION DETAIL
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COMPOSITE PANEL' _� �����
(SEE PLAN FOR SIZE`)
SEALANT ix O.B. FASTEN TO CORNER
Y.' 0 x 212' LONG WOOD LAG SCREW OR SECTION WITH 14x114 S.M.S.®
SLOPE 4 ia' 0 x 21:' LONG MASONRY ANCHORS 24" O.C. s1
@ 24' O.C. MAX.
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O O O O O O ••� 2x2X1s° ANGLE 2- LONG (EACH SIDE)
00000000000 W/(2) 111 Q4" S.M.S. TO POST
O O O O O HOST STRUCTURE & 3/840 H.D. GALV. EXP. BOLT
O O O O O O '• (MASONRY OR WDDD)
W/ 2 1/2i MIN. EMBEDMENT
EXTRUDED OR BRAKE -FORMED ROOF HEADER
#14xW S.M.S. W/INTEGRAL 31 WASHER AND OR RECEIVING CHANNEL (0.044' MIN. THICKNESS)
NEOPRENE GASKET TOP & #14xYa' S.M,S. BOTTOM, @ WITH MIN. IY2' BEARING LEG. '; \
12' O.C. IF CLEARANCE PROHIBITS INSTALLATION CORNER POST
OF TOP FASTENERS USE #14 S.M.S. @ 12' O.C.
COMPLETELY THROUGH COMPOSITE ROOF. •;\('QN
COMPOSITE ROOF TO HOST STRUCTURE
CONNECTION DETAIL
1x1xA" BY 3" LONG -
ANGLE. EACH SIDE (TYP.)
(4) 1i14YX" S.M.S..
\ 2 SCREWS
EACH LEG (TYP.)
d . )6" ANGLE, EACH SIDE (TYP.) UPRIGHT—
BEAMCSUPPO
MN/POSIT Y"0 CONCRETE ANCHOR
S.M.S. WITH MIN. " W/2%' EMBEDMENT INTO
EDGE DISTANCE STRUCTURAL CONCRETE (TYP.)
2x2x1/8" x 2° LG. ANGLE ^ A
W/ 4' S.M.S
(EACHH SIDE)IDE) /l 1"x2" O.B. SO •PLATE
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AND 9" FROM POST 5i (TYP.) lll`14
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2x3 GIRT/(CHAIR
MIN. (4) #14x1" LONG
S.M.S. INTO SCREW BOSSES
(TYP. ALTERNATIVE)
UPRIGHT
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
APPROXIMATE
GRADE
THICKNESS+I'fls�:s W/ lY'0 FENDER WASHER
1E GASKET @ 12, D.C. 3' COMPOSITE
_RDOF PANEL. _
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------D-O- KIM -
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
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EDGE BEAM
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ENGINEERS
' (SEE PLAN FOR SIZE,
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ATTACH EACH SIDE OF UPRIGH
A MIN. 0.050" WALL
.i THICKNESS)
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TO EDGE BEAM WITH (8) #104'�;,
S.M.S.• INTO SCREW BOSS, (4) SCREWS
PO BOX 10039
EACH SIDE (TYP.)Tampa,
FL 33679
�` COLUMN/POST
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Tel:.(813).37_4-0321
-- Fax: (813) 374-0322
(SEE PLAN FOR SIZE)
EROOF TO HOLLOW EDG
CONNECTION DETA IL----`P_
— COLUMN
ZVz- MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
r O.B. SOLE PLATE
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4
yq" Ox5" CONCRETE SCREWS ® 24" O.C. 2%' MIN. GONG.
(TYP.). le CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPICAL FRONT VIEW OF POST TO
s= FOUNDATION CONNECTION WITH PAVERS
(OPTIONAL)
4" NOMINAL CONCRETE SLAB
(500 PSI, POST W?W.M. OR FI ER REINFORCED 0
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POUND (MIN.)PER C.Y.]
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CRUSHED LIMER❑CK (90% PROCTOR)
THICKENED EDGE ��---8" --� #5 REBAR C❑NTINU❑US, SPLICE
MUST OVERLAP 20' MIN.
SLAB/POST DETAIL 3' COVER (TYP.)
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
3/27106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO & 3ATECA#S, LLC 7039A679
1 /-%!i
Drawing No. - 060327
SHEET 1 OF 2
- - -- - D-O K E W -
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Te1:_(8U) 374-0321
Fax: (813) 374-0322
Rev.[Datd Description
OQ7119 ISSUED
2017
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General Notes and Specifications:
0
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
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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
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structure capacity.
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5.
Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy.
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6.
Unless otherwise noted, SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom.
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7.
Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise.
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8.
Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
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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
0.168
5/16"
1/2"
#12
0.219
3/8"1
9/16"
#14 (1/4")
0.250
1/2„
5/e"
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
3/27106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
9. Structure has been designed to meet the 61H Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vult,
DO KIM & SOCIATES, LLC
is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4, 2sea7
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). PO BOX 10039
m 3679
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
Drawing No. - 060327
SHEET 2 OF 2