HomeMy WebLinkAboutTYPICAL SCRFEEN ENCLOSUREC
CORNER POI EAVE RAIL
(I1 TOTAL) - #12
SAS AS SHOWN I
t' 1' x 2' O.B, PLATE EDGE 1ST
a }-` PATIO�ECTIun C-C FASTENER SI
y e 6' x 5' x 0A50'
6063-T6 ALLOY PLATE
— — ®- OINE SODEf OR STRONGER
t
K-BRACE
3' x 3' x 0A50' MIN. 6063-T6 Al
PLATE OR STRONGER (OSIDP) VITH 2x3x0.070 CHAIR RAIL
NE
(3) - 012 x W4' S.MS, EACH SIDE AS
SHOWN (%' MIN. PLATE EDGE(DISTANCE K-BRACE
L C-C FASTENER SPACING) <:
--- -- - - ----- ---- - -- - -- — — -- --- -BRACE - -- --
ri
CORNER POST
3- x 2' x 0,050- Mari 6063-%
ALLOY PLATE OR STRONGER
(ONE SIDE)
(3) - K12 x 34 S.M.S� K-BRACE
EACH SIDE AS SHOWN'
(W MT4 PLATE EDGEtf
F STTAENER SPACWCJ f� —
�I
V x 2' BDLE PLATE '
A CONCRETE ANCHOR O2 PLACES)
.IEU OF TYP. Y4' O CONCRETE
EVS FOR CORNER COLUMN
1 ATI
(5) }12x3/4- S.M.S.
lx2 O.B. ATTACHED TO BEAM W/
(2)-%X2' S.M.S. INTO SCREW BOSS
JJJW/ Y4" NUT AND WASHERBOLT
'J O EACN SIDE OF BEAM
0124" S.M.S. O 24' O.C.
lx2 O.B. TO SUPER GUTTER
(4) }12x3/4" S.M.S.
F BEAM
T OR SLOPED)
(4) 012x3/4- S.M.S.J
\\\
EACH LEG.
5' or 7' SUPER GUTTER
MIN, 0.090• THICK
SUPER
- BRACING_, __ --}
O
GIRT (CHAIR RAIL)
FSEE ELEVATIONS
R 'K' BRACE,'SIZE
104' BY 2' LONG -
ANGLL EACH SIDE (TYR)
_ 2 S RE1N5
EACH LEG OW.)
HOLLOW POST
lx5x)(j' ANGLE 6' LONG \ _
RYP, a EACH BEAN)
-(2) Y4'OxW LG. a EACH ANGLE b�•
NOTES PRIMARY;,SCREEN ENCLOSURE BEANS SHALL BE
ATTACHED TO'HOST STRUCTURE CONSIST DF
CONVENTIONAL TRUSS/RAFTER FRAMING VlTH MAX.
FACIA TO BE 2x6 (NIN.) S.P.F. OVERHANG NO TONEXCEED 30' UNLESS OTHERWISE
OR WESTER RED CEDAR NOTED ON PLAN DVGt.:.-
STRUCTURAL GRADE 2 MIN
(1) Y'Ox2' LG, LAG SCREW a 24'
O.C. ENTIRE LENGTH [IF GUTTER i
SECURE FASCIA TO EACH RAFTER TAIL /�
(2) }10x4' S.M.S. THRU. 2x3i-
BElc
(D YATTA KING PAN NEAT LAG SCREWS EAVE RAIL INTO PURLIN SCREW
BEFORE ATTACKING SUPER GUTTER BOSSES
USEflOx%-SINS. 0 24. O.C.
TO. 'CONNEC'ITO 1x2 O.B. TO 2x3.
Ly
Ay
(1) Y'Ox2' LG. LAG SCREWS
(OR) (TYP. E EACH DEAN) lx2 O.B. FASTENED TO CDLUMN/POST
(D 012x2• srLs a 12• o.c. w/(2) }1ox1Y�'iS.M.S. INTO SCREW BOSSES
(MAX) BETWEEN BEANS
(EACH END, TYP.)-/
NICK CONTINUOUS ''ic
T
SECURE FASCIA TO EACH RAFTER TAIL\
W/ (D WOx4' LONG PAN HEAD LAG SCREWS';
BEFORE ATTACHING SUPER GUTTER
I'TER SIDEWALL PO
}10x3/4' S.M.S. IY' CONTINUOUS BEAD OF CONSTRUCTION
O 2' O.C. ADHESIVE l' CONS
II
EQUALLY 7
1G BEAM STITCHING SCREWS (SEE TABLE) a 24' at
�✓�SPLICE'PLATE (EACH SIDE OF BEAM)-��`
_ 5058=iW ALLOY OR EQUAL, 1/8' THICKNESS `• __ .
tllP.l - p14x CREWS---]_
ore
vi
� �E_g,E�cSC �N•
1.070 GIRT/CHAIR
PLAN)
MIN. (4) #104- LONG
S.M.S. INTO SCREW BOSSES
(TYP. ALTERNATIVE)
S.M.B. POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
i
BEAM
LIME
'A'
I LINE
'B'6'C'
SCREWS
TOTAL
PLATE
WIDTH
2x4
3
2
24
12'
2x5
3
3
32
14'
2x6
4
3
40
14'
_2x7
5
- 4
56
16'
_2x8-___.
—5`
-
2x9
5 1
6
72
Is,
2x9(HW)
6
7
88
2x10
7 1
7
96
18'
DO KIM
& ASSOCIATES, LLC
CONSULTING
_S_T_LZU_CZU_RAL— _
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
5
ti
ReviDaW Descd lion
y eQ5 ISSUED
)N DETAIL Q
(3) }124- S.M.S.. EACH LEG AND MIN. (4) }10x3LONG S.M.S. INTO SE`>r'HNNE
(TYP(6) i12x15- S.M.S. CHANNEL TO BEAM SCREW BOSSES- BY
C 9() SCREW TOTAL BEAM WITCHING O 24- O.C. . (` Ludy (0 J)0py7{�p
(TYP. TOP AND BOTTOM OF SMB J
2x3xO.07� _ SEE TABLE FOR SIZES) —
x21/8'x 1'x3"IS. `
P. ALTERNATA07
4
PURLIN TO ROOF BEAM
CONNECTION DETAIL
2x3x0.045 EAVERAIL ATTACHED TO
BEAMS WITH (3)-flOx2- S.M.S.
INTO SCREW BOSS.
2x5x.125 ANGLE-2' WIDE WITH.,
-�'`
(2)-114x1- INTO BEAM k (2)=}14x1�
INTO UPRIGHT.
USE }lOxlW S.MS.,-O' 24' O.C. --�
TO CONNECT TO 142 0.8. TO 2x3.
PURLIN FASTENED TO COLUMN/PDSf
WITH (4)� }12x1' S.M.S. (EACH LEC)
SIDE -
OF) B
USING Y4 THICK FLAT BAR BENT 4 i
TO FIT 6053-TO ��: f -•
Yp,)r.ORH
6 /12w% S MS EACH SIDE
O T3EAM FOR,;2x5 COLUMN TO
- COLUMN/POSE
2.5 BEAM,.
\\
COLUMN
e
(-
W
�
C
O
)b- BY 3- LONG
V
co
LE, EACH SIDE (TYP.)
C
0
F12s' S.M.S., EACH
Z
(B) TOTAL (lYP,)
V
LI1
tr
z
LLI
G Z
w
Q
V
d H
Z
L)
U
W to
a
U O
DRAWN BY.,
DYK
CHECKED BY:
DYK
S.N.B. BEAM
MAY BE SLOPED OR FLAT
SCALE:
AS SHOWN
1
(SEE PLAN FOR SIZE) DATE: 8/11108
� J
MIN„ 3 Ilk' MAX. C-C ma`s •
SPACING OF FASTENERS (TYPJ+.
Yz' MIN. DEAN EDGE
DISTANCE (TYPJ
f .,
A •
iMN TO ROOF BEAM
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM SOCIATES, LLC
OW
P Box IOD39
Tempe, FL 33679
JJ44 f
Drawing No. - 060811
SHEET 10F 3
c
Pu, iwi SUPPORT
COLUMN/POST
2x2xl/8T,4' LG ANGL
S.M.S
Si0T
1 36 CONCRETE ANCHOR
Cc® W/2ila' EMBEDMENT INTO
..�. 90..o STRUCTURAL CONCRETE
(EACH SIDE)
yP? v
%TIP
3' MIN. (TYe:),
SEE PLAN FOR SIZE
2V
KI
lx2 O.B. FASTENED TO CORNE!
SECTION WITH 0)4xle S.M.S.4
24' O.C. 1/�
2x2 - ANGLEij{2- LONG (EACH
W/(2) �14x14' S.M.S. TO POS
& 3/8 o N.D �CAL4. EXP. BOL
W/ 2 1/2' MI.. EMBEDMENT
MIN.
_ Y s.J _F• �-- _ )6' ANGLE, EACH SIDE VYPJ
S.M.S. WITH MIN. ' AP�YW/2%"
- W O CONCRETE ANCHOR
EDGE DISTANCE EMBEDMENT INTO
�5TNUETURAL-GONG -
/-�NOTE 10) re;
1''�z2�' O.B. SOLE PLATE
2 x PURUN
I BEAM MAY
CW Ys ox2Yi CONCRETE f BE FLAT
-2-.. SCREW ANCHOR O 24 0: -. OR SLOPED
EDGE OF
POST / COLUMN _.4"-
,ONCRETE / �
CTION-DETAIL-=
�)g' •ANGLE. EACH SIDE (TYP.)
�•r --0 CONCRETE ANCHOR
W/2%" EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP..
SEE NOTE 10%
1'12' 0.8. SOLE PLATE
cua
• Yi 0x?Y' CONCRETE 3' MIN. (TYP.)
SCREW ANCHOR O 24' O.C.
cAND 9' FROM POST (TYP.)
fU
N
9, COLUMN/POST
lx2 O.B. SOLE PLATE
O 0
1.
♦'�
OF CONCRETE J - 1 1 V (TYP.)
PLAN VIEW
91 COLUMN/POST
401i lx2 O.B. SOLE PLATE
BEAM SUPPORis;.,
COLUMN/POST
2x2x1/8' x 2' LG.
W/ (4) /12x3/4' 1
(EACH SIDE)
m
(;BEAM
2x5x1(i' ANGLE (2- LONG) V/ (2)-814
TEKS INTO TOP OF 20 EAVE RAIL AND (2)-
B14 TEKS INTO THE FRONT OF THE CORNER POST
2x2x%' ANGLE CUP, CUT AT '{',� lx3 O.B. FASTENED TO CORNER CORNER POST
A 45- (+/-) ANGLE AND vy, SECTION WITH /lOx2' S.M.S. W/
ATTACHED TO THE SCREEN ROOF 4" �§' DUI. WASHER O 18' O.C.
BEAM WITH ONE ((1) Y4 a THRU- ^ —Ix O.B. SIDE WALL CORNER UPRIGHT
BOLT. WITH FT9(A WASHER. `
ATTACHED TO BEAM OR EAVE RAIL"
-- - IACONALBAACING=Stiv �=N`Ti_a - = - - -- - -- - ----
ATTACHED TO ROOF PURUNS.
2x2x0.093 BRACE
(SEE PUN) j ELEVATION VIEW
,�%/r
- TYPICAL DIAGONAL ROOF CORNER POST / COLUMNUPRIGHT DETAIL
:,,CONNECTION
COLUMN
2V MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
•
O.B. SOLE PLATE Z
- Y4 ox5- CONCRETE SCREWS O 24- O.C.;-\-W MIN. CONC.
(TYP.). 1)4' CONC. EMBEDMENT (MIN.) EMBEDMENT MP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
v'd• .•••' • .
a • .'
•a • 14•
. •
8'(MIN.)
FOUNDATION/SLAB DETAIL
4' NOMINAL CONCRETE SLAB
(. IN.) WO10190
WW0M0. P5R, FMBER R/RC[POLYPROPYLENE FIBER —
1.5 POUND (MIN.)PER C.Y.)
4' i •
• • 4- •4 • • ...
• d
�--•UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (BOX PROCTOR)
MIN. (1)-15 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20' MIN.
3- COVER (TYP.)
2500 PSI MIN. CONCRETE STRENGTH
I
41
& ASSOCIATES, LLC
CONSULTING
—S-T-R-U-G-T-U-RA LU—
ENGINEERS
PO Box 1DD39
Tampa, FL 33679
ISSUED
Ale' COMPACTED OR
d. n UNDISTURBED SOIL/SAND
=
F<
W
v (1)-#5 REBAR, CONTINUOUS
C
3' MIN. CONIC. COVER, 36' MIN.
W
W
I H _ LAP SPLICEo
:D
0p
C
12' MIN.*
J
UU
U
W
MIN. CONTINUOUS PERIMETER FOOTING
W
m
a O
�
H
Z
U
U
BEAM
W
ALTERNATE (1)
W
}
204" ANGLE
V C]F-
(4) 012x34' S.M.. BRACE
DRAWN BY.
DYK
CHECKED BY:
DYK
2'x PURUN 2'xl'x1L' ANGLE (BRACE) W/
SCALE:
AS SHOWN
(4) /12x3'4- S.M.S. O EACH
BEAM MAY
BE FLAT
OR SLOPES
RY) O o
EACH
Rr (OXEACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
DER INTENSECTION
V ANGLE 2- LONG ON
RSIDEW/(4) /12xY4' S.M.S.
LEG (BEAM & BRACE)
BRACE
PLAN)
ALTERNATE (2)
20 BRACE
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIq_SO IATES, LLC
7
q,p iD
Drawing No. - 060811
SHEET 2 OF 3
General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify engineer ot discrepancies for immediate
consideration.
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.
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 3005-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.
y. 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
5/16"
1/2"
#12
0.219
3/8"
9/16"
#14 (1/4")
0.250
1/2"
5/8',
9. Structure has been designed to meet the 611 Edition FBC (2017 FBC), Project is sited where the ultimate design wind speed, Vu11, is
150 mph (3-sec gust) for risk category I buildings and other structures, Exposure C. Design pressures are from Table 2002.4,
2013 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,
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.
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
� - 4- -
Rev./Dats Description
pQ 2017 ISSUED
A
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�
DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DOJMAS OCIATES, LLC
A 887
0039
T T.p33679
,�r,IVO
Drawing No. - 060811
SHEET 3 OF 3