HomeMy WebLinkAboutTYPICAL SCREEN ENCLOUSURE DETAILSCORNER POST EAVE RAIL�C BEAM STITCHING SCREWS (SEE TABLE) a 24' D.C.
(11 TOTAL) - •12 x
S.M.S AS SHOWN (Ifi' MIN . ..-r SPLICE PLATE (EACH SIDE OF BEAM) .
1' x r D.B. SA- 5052-H32 ALLOY_ DR EQUAL, 1/8' THICKNESS
PLATE EDGE DISTANCE � SPACE SCREWS A•" A _ \ �
PATIO SECTION C-C FASTENER SPACING) EQUALLY (TYP.)
O 6' x 5' x 0.050' COLUMN s —� -
O 6063-T6 ALLOY PLATE
O O
O O (ONE SIDE) OR STRONGER / o
0
K-BRACE
3' x 3' x 0.050' MIN. 6063-T6 ALLOY O —�
PLATE OR STRONGER (ONE SIDE) WITH 2x3xO.070 CHAIR RAIL
(3) - 012 x %' S.M.S, EACH SIDE AS O
A -
SHOWN (%' MIN. PLATE EDGE DISTANCE K-BRACE J
.S
B O
C-C FASTENER SPACING) O O O A pl k14x% SCREWS
K-BRACE O
O O (>•) (Or) (stOM) (ERNE)
CORNER POST O .41..1 LINE LINE SCREWS PLATE
3' x 2' x 0.050' MID. 6063-T6 �Q 1Q-• tSNQ� �,Ax3I�� BEAM •A• •B'A.'C' TOTAL WIDTH '
3 C` +�l P 1� 2x4 3 2 24 12' ;t
ALLOY PLATE OR STRONGER 6 �'\ QIi4'' C l f0
(ONE SIDE) �._ 5 VNE 9y tOSw 2x , —32_ 14'
(31 - M12 x S.N.S, K-BRACE l•� 4�4x is�►i `' 2x6 4 3 40 14' ) c:
EACH SIDE AS SHOWN - !(
EA MIN PLATE EDGE GIRT (CHAIR RAIL) 2x7 5 4 56 16'
EA
it
DISTANCE 6 C-C \ � STD 2xB 5 5 64 16'
FASTENER SPACING) •-P�'
e BRCE(rra.), _ ROOF BEAM 2x9 (HW) 6 7 Be le' `'
A1' x 2' OLE PLATE UNLESS sE `'CONNECTION DETAIL 2xIO 7 7 96 IS'
CITED
a SEE ELEVATIONS
FOUNDATION FORK' BRACE SIZE MIN. (4) /10x3- LONG S.M.S. INTO
(3) /12x11' S.N.S., EACH LEG AND SCREW BOSSES (TYP. ALTERNATME)
(6) 012 jA' S.M.S. CHANNEL TO BEAM TOTAL
%r 0 CONCRETE ANCHOR (2 PLACES)
IN LIEU DF TYP. Y4' 0 CONCRETE
SCREWS FOR CORNER COLUMN
LATERAL IV- - BRACING
CONNECTION DETAILS
(5)�a12x3/4' S.M.S.
:_ IxSirl§' ANGLE 6' LONG _- - �~
ix2 O.B. ATTACHED TO BEAM W/ --
(TYP, B EACH BEAM)
(2)-IlOX2- S.M.S. INTO' SCREW BOSS '-
--
(2) Y+'Ox3' LG 8 EACH ANGLE-
(1)-1/4' SS.ITHRU-BOLL '
W/ Y4' NUT ANDT'WASHER-
NOTE --PRIMARY SCREEN ENCLOSURE BEAMS SHALL HE
EA O EACH SIDE OF BM
'
ATTACHED TO HOST STRUCTURE CONSISTING OF
CONVENTD3NZ'WUSS/RAFTER FRAMING WITH MAX.
/12x2- S.M.S..O 24' O.C.
FACIA TO BE 2x6 OMINJ S.P.F.
OVERHANG ND TO EXCEED 30' UNLESS OTHERWISE
NOTED ON PLAN DWG,
1x2 O.B. TO SUPER GUTTER
/✓/�
DR NESTER RED CEDAR
STRUCTURAL GRADE 2 MIN
-
(4) #12x3/4' S.M.S.
(D Y'Ox2- LG LAG SCREW E 24'
ROOF BEAM
O.C. ENTIRE LENGTH [IF GUTTER "•�,,
SECURE FASCIA TD EACH RAFTER TAIL `-
'Ox4'
S.M.S. TI
(FLAT OR SLOPED)
p ��
W/ (1) YF
LONG PAN HEAD LAG SCREWS AVE AI
BEFORE ATTACHING SUPER GUTTER pM L INTO PURI
1xi)4" BY 2' LONG
ANGLE, EACH SIDE (T�)
24SCRREW ' SM.S._
EACH LEG (TYP.)
HOLLOW POST —
FI"
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
DO KI M
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
I,1,I2ra I ISSUED
BEAM STITCHING O 24. O.C. - (1)
(TYP. TOP AND BOTTOM OF SMB J
2x3xO.070 SEE TABLE FOR SIZES) Q
PURUN F_
x 2 1/8- x 1- x 3' I.G.
(TYP. ALTERNATAO)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
2x3xO.045 EAVERAIL ATTACHED TO
BEAMS WITH (3)-j10x2- S.M.S.
INTO SCREW BOSS.
-- /�r(4
_ INTO UPRIGHT.
_ USE /10x1h, S.M.S. O 24. O.C. —TO CONNECT TO" 1x2 O.B. TO 2x3.,USE 0tOx1Yj' S.M.S. O 24. O.C.SMB'OR'LARGER i, To -CONNECT TO 1x2 O.B. TO 2x3.
CD I:'Ox2' LG. LAG SCREWS �—
00R) (1) #P. fl EACH HEAIUIx2 O.B. FASTENED TO COLUMN/POST NED TO COLUMN/POSI(4) f12x3/4' S.M.S. /(K ) BETx2l EEN 8 Ir o.e, W/(2) 01Ox/Ye' S.M.S. INTO SCREW BOSSES 'OF EAM C S.M.S. EACH SIDE�EACH LEG. (MAX) BETWEEN BEAMS 2x1' S.M.S. (EACH LEG) OFBEAM (TYP.) OR
(EACH END. TYP.) ICK FIAT BAR BENTICK CONTINUOUS -T6 ALLOY) ` (1UEILMS.M.S. EACH SIDE
lOF SEAM FOR 2x5 COLUMN TO
5' . 7' SUPER GUTTER J) T 2x5'9EAM
BIN. 0-090' THICK COLUMN/POST
.`\ 4 SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) %'0x4' LONG PAN HEAD LAG SC
.� BEFORE ATTACHING SUPER GUTTER`
ROOF -BEAM TO SUPER GUTTER r`
/10x3/4' S.M.S. a CONTINUOUS BEAD OF CONSTRUCTION
CONNECTION DETAIL O 2' O.C. ADHESIVE- --'
SI
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C
W
O
M
1xbW BY 3- LONG
V
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ANGLE, EACH SIDE (TYP.)
C
0
(3) 012j6- S.M.S., EACH
Z
LEG (6) TOTAL (TYP.)
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DRAWN BY:
DYK
CHECKED BY:
DYK
S.N.B. BEAM SCALE: AS SHOWN
MAY BE SLOPED OR FLAT
SEE PLAN FOR SIZE) DATE: 8/11106
t�
=J `
=a -
I¢' MIN., 3 ►z' MAX, C-C
SPACING OF FASTENERS (TYP.) .
DISTANCES AM EDGE
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM A OCIATES, LLC
C 26887
x 10039
pa FL 33679
[
Drawing No._- 060811
SHEET 1OF3
='r
YrE� 'x
3" MIN.
SEE P 11 r FOR SIZE
1x2 O.B. FASTENED TO CORNE
SECTION WITH /14x1Y.' S.M.S.I
24" O.C. >i
244" ANGLE 2, LONG (EACF
W/(2) 114xY4" SIM.S. TO POS
& 3/8 0 H.D. GALV:, EXP. B01
W/ 2 1/2' MIN. EMBEDMENT
-_PURUN,'SUPPORT
-;'<• COLUMN/POST ~' =,,._ )(I- ANGLE, EACH SIDE (TYP.)
-- 2x2x1/8' x 2" LG. ANGLE S.M.S. WITH MIN. '•,--� W 0 CONCRETE ANCHOR rl�.'
W/ (4) �12x3/4' S.M.S EDGE DISTANCE W/2%' EMBEDMENT INTO
(EACH SIDE) �%.<STRUCTURALCONCRETE (TYP.,
^EE,NOTE 10)
'0 CONCRETE ANCHOR f1x20•B. SOLE PLATESTR?ORAL COE � ;2RUN -.
- (EACH SIDE)--
•d
•°+
_ W Y4 Ox2Y4" CONCRETE
�UU SCREW ANCHOR O 24
AND 9- FROM POST (n
vRz
yU
COLUMN TO CONC ETE 9• COLUMN/POST
NNECT-10N DETAIL 1x2 O.B. SOLE PLATE
-1 o [J
,ORNER POST / COLUMP
EDGE
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W
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fU
7
4
U
634'
UQ—
y
J
' Ya" ANGLE, EACH SIDE (TYP.)
S.M.S. WITH MIN. '
EDGE DISTANCE
-
%'0 CONCRETE ANCHOR
-
W/2%' EMBEDMENT INTO
--
STRUCTURAL CONCRETE (TIP.,
SEE NOTE 10)
I "x2' O.B. SOLE PLATE
Pr
s,
..� .
4!
Icu
3- MIN.
rc Ld
Y4 sx2Y� CONCRETE
SCREW ANCHOR O 24' O.C.
? = z
AND 9- FROM POST (TYP.)
Ncj
v
9.
COLUMN/POST
1x2 O.B. SOLE PLATE
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O
O
rIJ
4z 0 1
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EDGE OF
PLAN VIEW
J'COLUMN "
CONNECTI(
1' (TYP.)
� N5
1J��1► rLa7l
I' (TYP.) a €
BEAM SUPPORT
COLUMN/POST
,240/8' x 2' LID. ANGLE
W%:(4) f12x3/4- S.M.S
4 M / /f POST
m
2x2x1b- ANGLE CUP, CUT AT 1x3 O.B. FASTENED TO CORNER
A 45' (+/=,) ANGLE AND SECTION WITH /10x2' S.M.S. W/
ATTACHED TO THE SCREEN ROOF 3§' OIA, WASHER O 18. O.C.
BEAM MAY
BE FLAT
BEAM WITH LINE (1) Y4 0 THRU-
OR SLOPED
WASHER.
^ BOLT, WITH BEAM
(i ATTACHED TU BEAMM OR EAVE RAIL
DIAGONAL BRACING SHALL NOT BE
O ATTACHED,ITO ROOF PURUNS.
iP
2x2xO 093 BRACE
2x5xX' ANGLE (2- LONG) V/ (2)-N14
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
N14 TEKS INTO THE FRONT OF THE CORNER POST
I-1x2 O.B. TOP FRAME
CORNER POST
-1x O.B. SIDE WALL CORNER UPRIGHT
/ (SE.f?iAN) ELEVATION VIEW
NAL ROOF CORNER POST / COLUMN
` UPRIGHT DETAIL
,--- COLUMN
2Yi- MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
O.B. SOLE PLATE Z
N
d
Y♦` 0.5CONCRETE SCREWS O 24" O.C. 2}(j" MIN. CONIC.
(TYP.), 1)J' CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6x6x10/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.)
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SOIL OR COMPACTED
'
CRUSHED UMEROCK (90X PROCTOR)
MIN. (1)-/S REBAR CONTINUOUS, SPLICE
MUSE OVERLAP 20' MIN.
3- COVER (TYP.)
2500 PSI MIN. CONCRETE STRENGTH
.4 0
d
APPROXIIMATE
C' d
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
I,&I2015I ISSUED I
o
J
lid
COMPACTED OR
n
UNDISTURBED SOIL/SAND
-
W
d
(1)—#5 REBAR, CONTINUOUS
C
W
W6"
3" MIN. CONC. COVER, 3MIN.
I H —
Tl1�'-� I FAT
LAP SPLICE
0
a
12" MIN.*
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O
Z
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N
W
MIN. CONTINUOUS PERIMETER FOOTING
Q
Z
W
(4) p12444
2"x PURUN
BEAM MAY
BE FLAT
OR SLOPES
R(TYV EACH
RP"' EACH
Z
W
O
O
o.
' ALTERNATE (1)
2x1xV ANGLE
BRACE
2-xt-)A- ANGLE (BRACE) W/
MEMBER IINTERSECTION��ALE:
W
V W r
BY: DYK
FDRAWN
ECKED BY: DYK
AS SHOWN
TE: W1 VD6
6' ANGLE 2- LONG ON
RSIDEW/(4) e12xi'4' S.M.S.
LEG (BEAM & BRACE)
3RACE
PLAN)
ALTERNATE (2)
2x3 BRACE
�E ca F
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KISOCITES, LLC
2
P
T.2
a 9
79
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2 OF 3
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, 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. Wall screen shall be removed in accordance with Rule 61620-1.002
Alternative Design for Screen Enclosures. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy based on industry
standard shapes, thicknesses, and tolerances unless otherwise noted.
!1
7
8.
Unless otherwise noted, SMB shall be stitched with #100/4" SMS at 24"o.c., top and bottom.
Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise.
Unless otherwise shown, screws shall have minimum edge distance and center -to -center distances as shown in this table.
i
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
5/76"
1/2"
#12
0,219
3/s'
9/16"
#14 (1/4")
0.250
%11
5/8',
9. Structure has been designed to meet the 511 Edition FBC (2014 FBU. Project is sited where the ultimate design wind speed, Volt, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from le 0�,
2014 FBC reduced by 0.88 for screen mesh factor, 0,6 for allowable stress design (ASO). � �t JJ
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), 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
RevmateI Description
'1,12-0d ISSUED
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8111106
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM 8, AS C TES, LLC
C 2 7
PO 0039
Tamp , 9
Drawing No. - 060811
SHEET 3 OF 3