HomeMy WebLinkAboutSCREEN PLANSGeneral 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.
S. 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 (4)-#10x2" 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
IS"
#12
0.219
)/;'
'/;
#1411/4")
0.250
Y2"
'/;'
9. Structure has been designed to
meet the 6" Edition FBC 12011 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 B. Design pressures are from Table 2002.4.
2011 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).
10. Concrete anchors may be "Large
Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
1.14' BY 2• LONG
11. Aluminum roof pans shall be of
aluminum alloy 3105-1114 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-1115
ANGLE. EACH SIDE (TYP.)
or 3105-1125.
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.
zv
/ -(5) Q12x3/4• S.M.S.
Ix5x14' ANGLE 6' LONG
la O.B. ATfACHED_.TO BEAM W/
(TYP, a EACH BEAM)
(2)-flOn- S.M.S. IWO SCREW BOSS
L_
(2) Y'mx3' I.G. a EACH ANGLE
0)-1/_4'xW S.S. THRU-BOLT
W/ )''NUT AND WASHER
IRFACH SIDE OF BEAM
COMBINED/TOTAL FACIA TO BE
/1 O 24-O.C.
HIN 1ACTUAL WOOD DEPTH,
.pit O.B.O. TO TO SUPER CUTTER
SPP. OR WESTER RED CEDAR
qI
STRUCTURAL MADE 2
(4) (12x3/4- S.M.S.
(U Y'Ox2' I.G. LAG SCREW a 24'
O.C. ENTIRE LENGTH OF GUTTER
ROOF BEMs
SECURE FASCIA TO EACH RAFTER TAIL
(MT OR SLOPED) —
�«
V/ (1) %'mx4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
I (1) Y<'mx2' LG. LAG SCREWS
(4) f12x3/4• s.N.S
(OR B•IF--------�\ (TYP. 8 EACH BEAM)
ViC (1)#I2x2• SX.S a 12• ao
(MAX) BETWEEN BEAMS
EACH LEG.
ANG SICK CONTINUOUS51 ]• SUPER GUTTER
MIN..Q090' THICK
W/ (1)
BEFORE
j10x3/4•
0 2' D.C.
TO
CONSTRUCTION
(4) 114A7 S.M.S..
2 SCREWS
EACH LEG (TYP.)
HOLLOW POST —
SPACE E
EQUALLY
00C
AAA
BEAM STITCHING SCREWS (SEE TABLE) a 24' O.C.
e)
JAR t j pORL
ROOFBEAM
CONNECTION DETAIL
2x CIRT/CWVR RAIL
(SEE PLAN)
MIN. (4) /10x2• LONG
S.M.S. IWO SCREW BOSSES
(1YP. ALTERNATVE)
T.M.B. POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2x PURUN
(WLY BE SLOPED
(2) @1Ux4• S.M.S. THRU. 2x3 OR FLAT)
EAVE RAIL INTO PURLIN SCREW �
BOSSES
USE /OdV4• SN.S. O O.0
TO CONNECTTO O.B.
TO 2x3.
la O.B. FASTENED TO COLUMN/POST PURUN FASTENED TO COLUMN/POST
1INIA• S.M.S. INTO SCREW BOSSES WnMI (4) f12x1• S.N.S. (EACH LEG)
(EACH END, TYP.) USING )6• THICK FLAT BAR BENT
:RUN
(6063-T6 ALLOY)
�WLUMN/POsr
NIL
SCREWS
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
(EACH SIDE OF BEAM)
Y DR EQUAL, 1/8' THICKNESS
�r �
(2) f14x15' S.M.S., EACH LEG AND
4) 114A' S.M.S. CHANNEL TO BEAM
8) SCREW TOTAL
2.
1 x 2 1/8 x 1 x 2" LG.
(TYP. ALTERNATIVE)
204.045 EAVERNL ATTACHED
BEAMS WITH (3)-f10x2• S.M!
INTO SCREW BOSS. A
USE /10x1)Q B.M.S. 0 24' D.C. -
TO CONNECT TO la O.B. TO W.
EACH SIDE.
EACH SIDE
COLUMN TO
MIN. (4) /10x2• LONG S.M.S. IWO
SCREW BOSSES (1YP. ALTERNATIVE)
BEAM STITCHING 0 24' O.C.
(TYP. TOP AND BOTTOM OF SMB
SEE TABLE FOR SIZES)
Ix14' BY 2• LONG
ANGLE, EACH SIDE C".)
(2) /141Jj• S.M.S.. EACH
LEG (4) TOTAL (TYP.)
PURLIN TO
BEAM CONNECTION ,Q✓
)S' MIN., 3 Y' MAX. C-C
SPACING OF FASTENERS (TYP.)
➢ISTANCE (TYP.MIR BM �� 3AEBY
NNED
CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
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Drawing No. - 060811
SHEET 1 OF 2
3' MIN.
PURLIN SUPPORT
COWMN/POST
2.2x1/8' x 2' LG. ANGLE
W/ (4) /12x3/4- S.M.S
(EACH SIDE)
34'0 CONCRETE ANCHOR
W/2%" EMBEDMENT INTO
STRUCTURAL CONCRETE
(EACH SLOE)
S.M.S WNH MIN. 4F
EDGE`ST
DISTANCE
1 A,
SIDEWALL COLUMN TO CONCRETE
CONNECTION EfAIL—"9
,B®SEE PUN FOR SIZE
1.2 ¢B. FASTENED TO COME
SECTION WITH 014x1Y4' S.M.S.4
F4 D.C. ,
2x'A- ANGLE 2- LONG (EACH
W/(2) p14rK' S.M.S. TO POS
h 3/8b N.D. GALV. DIP. Got
W/ 2 1/2- MIN. EMBEDMENT
\1 C
Ya- ANGLE, EACH SIDE (TYP.)
S.M.S.-+...�
EIIGE DISTANCE
CONCRETE MC14OR
W�2%' EMBEDMENT INTO
CONCRETE
s
STRUCTLRA (TYP.,
SEE NOTE 10)
11x2' O.B. SOLE PLATE
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iru
SCREW ANCHOR O 24- O.�
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AND 9- FROM POST 0W.)
1x2 O.B. SOLE PLATE
(TYP.)
3' MIN.
Y' ANGLE. EACH 510E (M.)
j:'0 CONCRETE ANCHOR
- W/2)6' EMBEDMENT INTO
STRUCTURAL CONCRETE (M..
)EE NOTE 10)
�1%2' O.B. SOLE PLATE
PLATE
•e?`'� � _
2xSx3fi' ANGLE (2' LONG) V/ (2)-014
///---TENS INTO TOP OF 2x3 CAVE RAIL AND (2)-
014 TEKS MID THE FRONT OF THE CORNER POST
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2x2A' ANGLE CLIP, CUT AT k'1
ix3 O.B. FASTENED TO CORNER CORNER POST
A 45' (4/-) ANGLE AND•
ATTACHED TO THE SCREEN ROOF�(3
SECTION WITH /10x2' S.M.S. W/
i§' DW WASHER O 1B' O.C.
BEAM MAY
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BEAM WIRI ONE ft) Y.'0 TNRU-
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1. O.B. SIDE WALL CORNER UPRIGHT
PO Box 10039
Tampa, FL 33679
OR SLOPED
ATTACHED TO BENT OR FAVE RAL.'•
DIAGONAL BRACING SHALL NOT BE Ve
Tel: (813) 374-0321
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ATTACHED TO ROOF N LINS. '
2.L0.093 SPACE �:
Rat
evJO
Description
(SEE PLAN) /
l
ELEVATION VIEW
QB
ojj
ISSUED
'^
POST / COLUMN
PLAN -TYPICAL DIAGONALCORNER
ROOF
0
BRACE -CONNECTION
O
UPRIGHT DETAIL
A
n
THICK BRICK PAVERS
'.4BTAR ON TOP OF FOOTER
O.B. 501E PLATE
3
t'- Y- 0x5- CONCRETE SCREWS Y 24- D.C. 2%' MIN. CONC.
BEAM SUPPORT, DYP.), 1)j' CONC. EMBEDMENT (MIN.) ENBEOMFM MP.)
COLUMN/POSF�-
2x2xl/S' x 2' LG,IANGLE
W/ (4) /12.3/4' SM.s TYPCIAL FRONT VIEW OF POST TO
(EACH SIDE) U,
t FOUNDATION CONNECTION WITH PAVERS
POST
4' NOMINAL CONCRETE 4AB
(2500 PM. MIN.) W/6x6x10/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.)
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`UNDISTUREED SOIL OR COMPACTED
CRUSHED UMEROCK (90K PROCTOR)
MIN. (1)-85 REBAR CONTINUOUS, SAUCE
MUST OVERLAP 20' MIN.
3- COVER (TYP.)
B'MINJ
FOUNDATION/SLAB DETAIL
2500 PSI MIN. CONCRETE STRENGTH
APPROXIMATE
GR
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= COMPACTED OR
_
F
Q. a
UNDISTURBED SOIL/SAND
—
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(1)-#5 REM, CONTINUOUS
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0
3' MIN. CONC. COVER, 36- MIN.
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Drawing No. - 060811
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