HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE5�r'+ti`JIV�)
�Y
w�
3x 3' x 0.050' MIN, 6063WT6 ALLOY
PLATE OR STRONGER (ONEYSIDE) WITH
(3) - #12 x V S,MS,,EACH SI➢E AS
SHOWN (%' MIN. PL.ATEIEDGE DISTANCE
& C-C FASTENER SPACING)
3' x 2' x 0.050' MIN. S
ALLOY PLATE OR STRUM
(ONE SIDE) I,
y
EACH SIDE AS SHOWN
(X' MIN, PLATE EDGE
DISTANCE & C-C 1-
FASTENER SPACING) .,
5
FOUNDATION
IN LIEU
SCREWS
CORNER POST EAVE RAIL
(11 TOTAL) - #12 x 34
I' x 2' O.H. S.M.S AS SHOWN ' MIN.
PA7I0 SECTIDN PLATE EDGE DISTANCE &
C-(
0 6'x5'x0.050'
C O 6063-T6 ALLOY PLATE
0
0 (ONE SIDE) OR STRONGER
K-BRACE ---
2x3xO.070 CHAIR RAIL
K-BRACE
K-BRACE -�
CORNER POST
K-BRACE
1' x 2' 6OLE PLATE
OR (2 PLACES)
0 CONCRETE
COLUMN
LATERAL "K" - BRACING
CONNECTION DETAILS
GIRT (CHAIR RAIL)
0
ME(R�C' BEAMSTITCHING SCREWS (SEE TABLE) 2 241 D.C. •c„T,.-,
SPLICE PLATE (EACH SIDE
SPACE SCREWS A _. y,y✓ A 5052-1-132 ALLOY OR EQUAL, 1/8' THICKNESS -
EQUALLY (TYP.)
r
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m1
1
J )
�-k PJ #14x%' SCREWS
(Y) (NO) (MOO) (NONE)
LINE LINE SCREWS PLATE
P yG Lt 1P) li�l Eon 2Ap�p'll BEAM '32
131
' 'H'&'C' TOTAL WIDTH
6 5Q vNE�c �OZ� 2x5 3 3 32 14'
1 t'-
' `� yy60 *Y��,A.;)
2x6 4 3 40 14'
2x7 5 4 56 16'
5 5' 64-, J14
` 2x9 5 6 72 18,
ROOF BEAM
," CONNECTION DETAIL 2xIQ 7 7__ _ . 96;: 16•
1xIA' BY 2' LONG "!z_
ANGLE, EACH SIDE (TYP.) 2x3x0.070 GIRT/CHAIR; RAIL
(SEE PLAN)
j
RECEIVED i MIN. (4) #10x2" LONG
:
(4) #144" S.M.S., S.M.S. INTO SCREW BOSSES
- - - - 2 SCREWS '.�.` (TYP. ALTERNATIVE)
APR 0 2 2018 EACH LEG (TYP.) S:M:B-POST;� k jar
HOLLOW POST
ST. Lucie County, Permitting
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
:.
ENGINEERS
t
PO Box 10039
Tampa, FL 33679
Tel: (813) 37"321
RevJDateI
Descri bon
-Ae
2017
ISSUED
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0
0
s
(3) 0124- S.M.S., EACH LEG AND MIN. (4) /1Ox3" LONG S.M.S. INTO
(6) #12YY' S.M.S. CHANNEL TO BEAM SCREW BOSSES (TYP. ALTERNATIVE)
9 SCREW TOTAL (n
BEAM STITCHING O 24" O.C. J
(TYP. TOP AND BOTTOM OF SMB
2x3xO.070 --x SEE TABLE FOR SIZES) Q
V, 0." MATERIAL THICKNESS)
x21/1/e'x 1°x3'LG.
P, ALTERNATIVE)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
S.M.B. / v _ _-_ 2x3xO.045 EAVERAIL ATTACHED TO -
(SEE PLAN FOR SIZE) —�J/ O O O 1_; -. - — _ BEAMS WITH (3)-f10x2° S.M.S.
ri O O .-:•�.-J- INTO SCREW BOSS.
2x PURUN
1 (MAY BE SLOPED --..
i O (2) /10x4' S.M.S. TI�20 OR FLAT) --�, �1
SAVE RAIL INTO PU UN SCREW 2x5x.125 ANGLE-2' WIDE WITHII
(9) #12x3/4' S.M.S., EACH SIDE BOSSES (2)-14x1' INTO BEAM & (2j-a14z1�
(EACH END, TYP.) (=i INTO UPRIGHT.
USE /10x1 r S.M.S. O 24' O.C.
'I O TO CONNEWRTO 1z2 0.8. TO 2x3.
0, USE 016x1 S.M.S. O 24' O.C. �
_ _ TO CONNECT TO 1x2 O.B. TO 2x3.
1x2 O.B, FASTENED TO COLUMN/POST PURUN FASTENED TO COLUMN/POST
O W/(2) 8104j" S.M.S. INTO SCREW BOSSES WITH (4) j12x1° S.M.S. (EACH LEG) pFit,BEAM (TYP.) OR EACH SIDE
(EACH END, TYP.) USING �' THICK FLAT BAR BEMf
( (B)iR12x)4' S.M.S. EACH SIDE
TO FIT 6063-T6 ALLOY)O
F'BEAM FOR 2z5 COLUMN TO
2x7 MIN. BEAM BRACE 21 ' 2x5'�BE\A`M
i-. (NOTCH TOP FLANGES) O •1� COLUMN/POST COLUMN/POST
KNEE BRACE DETAIL
SIDEWALL POST/ COLUMN TO PURLIN MAIN POS
H
cl
C
W
O
U
cl)
Ix1§' BY 3' LONG
C
Q
GLE, EACH SIDE (TYP.)
�j
U
112)W S.M.S., EACH
G
Z
(6) TOTAL (TYP.)
N
W
W
c
z
co
a
-
W
cvn
a
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0
DRAWN BY:
DYK
CHECKED BY:
DYK
S.M.B. BEAM
SCALE:
ASSHOWN
DATE:
8/11106
=MAY,BE SLOPED OR FLAT
(SEES FOR SIZE)
DO YEON KIM, P.E.
FLA- REG.
NUMBER 49497
W MIN., 3 W MAX. C-C
SPACING OF FASTENERS (TYP.)
D ISTANCE(TYEDGE
DO KIM ASSO IATES, LLC
2 8
P B x 10039
Tamp , FL 33679
Drawing No. - 060811
SHEET 1 OF 3
BEAM SUPPORT
-
COLUMN/POST
S.M.S• WITH MIN.'
EDGE DISTANCE
2x2x1/8' x 2' I.G. ANGLE
W/ (4) #140/4" S.M.S
(EACH SIDE)
O O
cut F'
4
.'•
g.
°
j-
fiZ.
3" MI CM.)
SEE PLAN FOR SIZE
Ix2 O.B. FASTENED TOCCORNE
SECTION WITH /14x11¢ I S.M.SA
M* O.C. f
Zx2x1(j' ANGLE 2- LONG (EACF
IY/(2) 114x3i S.M.S-�TO POS
Id3 8 0 H.D. GALV. qP. 801
W/ 2 1/2" MIN. EMBEDMENT
Leelitkil
TO
EDGE
w"
N
W Z a:
U Q
a�� jf
UGS
9'
20%
-j-�
i
)§_ANGLE, EACH SIDE (TYP.)
S.M.S WITH EDGE DISTANCE '"
r 3l;'0 CONCRETE ANCHOR
-
- - W/2%' EMBEDMENT- INTO - - - --
t
STRUCTURAL CONCRETE (TYP.,
_
A SEE NOTE 10)
1'x2' O.B.-SOLE PLATE
;!
3- MIN. (TYP.)
�tlCONCRETE
'
z � W
_ I
NCHOR O 24" O.C.
T
~r0
N
AND 9- FROM POST (TYP.)
_91
OL— O
CONCRETE
PLAN VIEW
MAIN COLUMN -
N1" ANf- �"CH SIDE (TYP.)
Ya 0 CONCRETE ANCHOR
'-` �W/2�' EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.)
1"i* O.B. SOLE PLATE
4 .2% CONCRETE 8:
SCREW ANCHOR O 24" O.C.
AND 9- FROM POST (TYP.)
�COLUMN/POST
ix2 O.B. SOLE PLATE
1
I' (TYP.)
4
BEAM•1:`-'` 2x5x1¢' ANGLE (2' LONG) W/ (2)-#14
TEKS INTO TOP DF 2x3 EAVE RAIL AND (2)-
c #14 TEKS INTO THE FRONT OF THE CORNER POST
PURLIN
1x2 O.B. TOP FRM E
2x2x16- ANGLE CLIP ,CUT AT
tx3 O.B. FASTENED TO CORNER
CORNER POST
AV (+/-) ANGLE�AND
SECTION WITH I{10x2" S.M.S. W/
BEAM MAY
ATTACHED TO THE SCREEN ROOF
BEAM WITH ONE (1) �4x0 THRU-
DIA. WASHER O 18' O.C.
BE FLAT
OR SLOPED
/'� BOLT, WITH FENDER WASHER.
!i ATTACHED TO BEAM OR%kAVE RAIL
ix O.B. SIDE WALL CORNER UPRIGHT
O
DIAGONAL BRACING SHAD! NOT BE
AS.
ATTACHED TO ROOF PU
2x2xO.093 BRACE
(SEE PLAN)
ELEVATION VIEW
ROOF
_.>="
CORNER POST / COLUMN
PLAN -_TYPICAL DIAGONAL
UPRIGHT DETAIL
BRACE CONNECTION----:.
- COLUMN
2)4' MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
a
0", SOLE PLATE Z
2
N
�.•• •'•'••� ••• • • •• .� } q•d .• �'
4"�04'
CONCRETE SCREWS O 24. O.C. 2%' MIN. CONC.
BEAM SUPPORT
COLUMN/POST
(TYP.), 1Y2- CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
2x24/8" x 2" LG. ANGLE
w-.(a)-g12x3/4' s:Ms-
--TYPCIAL FRONT -VIEW OF POST TO
( H slD�
i,
FOUNDATION CONNECTION WITH PAVERS
IN/POST ' 2x3 PURUN
._; (MAYBE: SLOPED OR FLAT)-
1x2 O.B. SOLE PLA •�-�_• _ - _ - _ - .- _ _ _ = - --
r 144' 0 x 2Ye' LONG WOOD LAG
.'. Y,' 0 x 2Yi LONG MASONRY P
E 24' G.C. MAX.
(4) /12x4- S.M.S. THRU. 1x2 '�'�
O.B. INTO PURUN SCREW •:� HOST STRUCTURE
I' (TYP,) BOSSES
= ,r' �• (MASONRY OR VOOD)
;j\i.
��,. ._ter•
;ONCRETE �y
)ETAIL :- - --_ _ -
PURLIN -TO=HOUSE-- WALL
PSI MIN. CONCRETE STRENGTH
'd O
' d
APPROXIMATE'.'.° I
GRADELL
° 4
d. a
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
I,&I2017I ISSUED I
° J
MITd°' Ek�
COMPACTED OR
4• 4 UNDISTURBED SOIL/SAND WW
1 TTTLL
° 0 In
(1)-#5 REBAR, CONTINUOUS W
3" MIN, CONC. COVER, 36" MIN.
I I LAP SPLICE U �
—11 • C 0
12" MIN.* N Z
U W
MIN. CONTINUOUS PERIMETER FOOTING w
a 0 -N
- -- Z U
co
H
r._ V DRAWN BY: DYK
4' NOMINAL CONCRETE SLAB:•�N ��z CHECKED BY: DYK
(2500 PSI, MIN.) W/64x10/10=_ SCALE: AS SH(
W.W.M. OR FIBER REINFORCED DATE: 8/111D6
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.]
tj •, 4
•• �
d• a
Li, I
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.„ d R
° d4
'i
14.
d' •
.� • UNDISTURBED,SOIL OR COMPACTED
• CRUSHED zLIWEROCK (90ro PROCTOR)
MIN.__(1)-QSREBAR CONTINUOUS, SPLICE
- •,�__-._- =--_.MUST--&6LAP 20' MIN.
3" COVER CM.)
FOUNDATION/SLAB DETAIL
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI SOCIATES, LLC
C 26887
O B x 1 )039
p , F 79
Drawing No. - 060811
SHEET 2 OF 3
Ya"0x?J¢" LAG SCREW ® 12" O.C.,
(1)"-WITHIN 3" OF EDGES (TYP.)
WOOD FRAME WALL
TYPICAL SCREEN EDGE TO STRUCTURE
CONNECTION DETAIL
Genera! 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-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.
3. 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"
Y2"
#12
0.219
3/8"
9/16"
#14 (1/4")
0,250
Y/2"
5/8"
- 9. - Structure -has -been -designed to--meet-the 611 Edition FBC (201T-FBC).-P-r-oject is- sited where the -ultimate design wind speed,. V'Af, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure D. 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.
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.
DO KIM
& ASSOCIATES, LLC,
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
1,& I627I ISSUED
J
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a� --w
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f-
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U 0
DRAWN BY. DYK
CHECKED BY: DYK
SCALE: AS SHOWN
DATE: 8111106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO SSOCIATES, LLC
A# 26887
Box 10039
33679
-11
Z�,•(1
I Drawing No. - 060811 1
SHEET 3 OF 3