HomeMy WebLinkAboutPLANS(
(9) #12XV S.M.S _
TO WALL MEMBERS — - --
o C a
o
e
a�
J .e
(OR)
x h" S.M.S.
3" ANGLE
L
h
EYE BOLT
THRU—BOLTED TO
2xf'�HEADER W/ DOUBLE
WASHER- 8y NUT EACH SIDE,
EYE SNUG AGAINST ANGLE
#IW/4" SM.S.
1x2 O.B. ATTACHED TO BEAM W/
(2)-flOx27-S.M.S. IMO SCREW BOSS
(!!!t)%NUIT S.S. THOU -Bolt
AND H
/EACHDE OF 8EPM
O.B.
TO SUPER GUTTER (ITT.)
(4) #12w3/4' S.M.S.
F BEAM
T OR SLOPED) i y
r I (4) LEG. EA UEG. 4' S.M.S.-J
5' or 7- SUPER
HIM. 0.090- THICK
IY.- x 51f' x 0.120 THICK
ALUMINUM FLAT BAR
(3)-1/4' x 2' CONCRETE
ANCHOR (TYPJ
IN INS
3- STEEL 'CAMELHACK' CLIP (TYPJ
THIS CLIP MAY BE INSTALLED OR T/C
OR ON SIDE OF CONIC. SLAB
(2- MIN. CONCRETE EDGE DISTANCE)
G!) - A' x 2' CONCRETE
SCREW ANCHOR (TYPJ
5x1Y' ANGLE 6- LONG
YR 8 EACH BE
(2) Y: oxW U1 Q EACH ANGLE
' y
S
NOTES PRIM Y. SCREEN ENCLOSURE BEAMS SHALL
ATTACHED DST STRUCTURE CONSISTING OF
CONVENTIONAL USS/RAFTER FRAMING WITH MAX.
FACIA TO HE 2x6 WIN.) SP.F.
OVERWNG NO T XCEE➢ 30- UNLESS OTHERWISE
NOTED DN PLAN ➢
OR WESTER RED CEDAR
.`
STRUCTURAL MADE 2 MIN.
(1) Y'0x2' I.G. LAG SCREW 8 24'
B.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
1• (2) /IOx4- S.M.S.'
W/ (1) Yx'0Xv LONG PAN HEAD LAG
SCREWS v EAW RAIL INTO PUI
BEFORE ATTACHING SUPER GUTTER
BOSSES
(OR)
®10.3/C t
O 2' Q.C.
(1) Y 0O ' LG. LAG SCREWS
(TV. B EACH BEAN) .11 w2
(1) #12x2' S.MS B 12' O.C. W/(2) /1
(MAX) BETWEEN BEAMS
Na' THICK CONTINUOUS
AN0.E
SECURE FASCIA TOj EACH RAFTER TAIL
W/ (D Y'0x4' LONG PAN HEAD LAG a
BEFORE ATTACHING SUPER GUTTER
'1N000S�HEAO OF CONSTRUCTION
SPACE SCREWS
EQUALLY (TYP.)
IxIW BY 2• LONG -
ANGLE, EACH SIDE (TYR)
(4) pl4xj- S.M.S.,
2 SCREWS -
EACH LEG (TW.)
HOLLOW POST —
AS. O 24' O.C. -
1.2 O.B. T0. 2.3.
:D To WLUMN/Po:
INTO SCREW BOSSI
(EACH ENO. M
SPLICE PLATE (EACH SIDE OF BEAM)
5052-1432 ALLOY OR EQUAL, 1/8' THICKNESS
m�
l
LtHP♦ 4x51A+t SG�EO
JN oM l.:
ZE �
P�
MANSARD BEAM
CONNECTION DETAIL
MIN. (4) /1Ow2• LONG
S.M.S. INFO SCREW B
W ALTERNATIVE)
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
PLA»SLOPED �a�,.
PURUN FASTENED TO COLUMN/P
� WRH (4) 1120• T.M.S. (EACH I
USING THICK FLAT BAR BEW
TO FR 6063-T6 ALLAY)
1
#14x% SCREWS
BEAM
LINE
'A'
LINE
'B'S'C'
SCREWS
TOTAL
PLATE
WIDTH
2x4
3
2
24
12-
2
4
)�
4
2x7
'
2x8
5
5
64
16'
s
2x9(HW)
6
7
88
18'
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ReY.IDal .Description
y;� IssUED
(3) 1124- S.M.S.. EACH LEG AND MIN. (4) /10x3• LONG S.M.S. INTO
(5) B120j S.M.S. CHANNEL TO BEAM SCREW BOSSES (TV. ALTERWINE)
(D) SCREW TOTAL GO
BEAM TORCHING O 24' O.C. J
.•" ,>• SEE TOP AND BOTTOM OF SMB
TEE P2x3x0N0O TABLE FOR SIZES)= F
W
U p
W
U GO
rf3)
3' LONG T�■ O
-FORMED RECIEVINCCHANNELH SIOE(1�Ty ■p U0.082• WTERIAL THICKKESS)�' )eY2 1/8' x 1' x 3' LC.S.M.S., EACH �- ✓ Z
ALTERNATNE) .) LL1
ODE COMP fAp
PURLIN TO ROOF BEAM cS ! . LUCIE Co..
N
CONNECTION DETAILSCANN
ED®O
BY T,
St. Lucie County DRAWNi
CHECKEI
ED TO SCALE:
M.S. ua T.M.B. BEAM
WY GE SLOPED OR RAT DATE:
(SEE PLAN FOR SIZE)
Sx.125 ANGLE-2" WIDE WITH
,)-#14x1 ";IW0 BEAM k (2)-#14x1'
— — - ;"
TO UPRIGHT.
�W
USE T.M.S. O 24' O.0.
CONNECT
TO CONNECT TO I O.B. TO 2w3.
(9) 812xY' S.M.S. EACH SIDE
OF BEAU (IYP.) OR
IF HIM, 3 W MAX.
(6) #12xY• S.M.S. EACH S1DE
SPACING OF FASTO
OF BEAM FOR 2x5 COLUMN TO
2x5 BEAM
W MIN. BEAM EDGE
DISTANCE (TYPJ
MAIN POST / COLUMN TO ROOF
DYK
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM AS OCIATES, LLC
26887
39
To IYa, FL 33679
1, r-707
Drawing No. - 060611
SHEET 1OF3
PURUN SUPPORT
COWMN/POST
ANGLE, EACH SLOE MP.)
2x2x1/B', - LG. ANGLE S.M.S. WTN MIN. 3§'
;§'0 CONCRETE ANCHOR
11 �►
wI�(4Y 1D3/4- S.M.S ME DISTANCE
EACx SOT)
W/2%, EMBEDMENT INTO
BRNCTURAL CONCRETE..
ES NOTE 10)
O O
3S0 CONCRETE ANCHOR
W/z#"
SOLE PLATE
�
0 o r'..
EMBEDMENT INro
URA) CONCRETE
(EACH
(EAcx SIDE)
� 1
rr
YJ
°�
l
3' MIN. (T9,,}}�
W
fU
Y4 mx2)'a' CONCRETE
SCREW ANCHOR 0124'�O.CI
'a zo
w —
FROM AND 9' POSTi (1YP.)1'.
{ 1F
HIC
SEE PLAN
MR`SIZE
Ix2 O.B. FASTENED TO COME
SECTION WITH ®14xlj' S.Ms.A
24 D.C. (la/
WA. ANGI{ Y LONG (EACH
W/(2) )P4r)'f S.M.S. TO POS
a 3 8 0 IN DtEN
' GALV. UP. BOL
W/ 2 1/2' NUN. BEDNEM
S.N.S. WITH NUN. i§' )S ANGLE, EACH SIDE (TV.)
EDGE DISTANCE Af
3§'0 CONCRETE ANCHOR
W/2)§' EMBEDMENT INTO
STRUCNRAL CONCRETE (TYP.,
/
`
SEE NOTE 10)
(1
'I7x2' O.B. SOLE PLATE
j71x2 O.B. SOLE PLATE
�— O
EDGE OF CONCRETE J IL I- (TV.) N
.;\ PLAN VIEW
° 3- MIN. (M)
Y4mx8 CONCRETE
SCREW ANCHOR O 24/.'. �O.C.
AND 9' mom POST (M-)
ego
w
A0t
MN/POST
tx2 O.B. SOLEPIATE.�,
—.—,—
OF CONCRETE I- (TYP.)
PLAN VIEW
MAIN COLUMN TO CONCI
CONNECTION DETAII
x 2' IF. ANGLE
12x3/4' S.M.S
POST
^x PURUN �..
2x2A16' ANGLE CUP, CUT AT
A 45' (+/-) ANGLE AND
BEAM MAY ATTACHED TO THE SCREEN I
BE FLAT BFAM WRH ONE 0) Wo TH
OR SLOPED ^ BOLT, WRH FENDER WASHER
/1 (\ ATTACHED TO BEAM OR FAWN
O DIAGONAL BRACING SHALL NI
ATTACHED TO ROOF PURUNS
2xM.093 BRACE
(SEE PLAN)
PLAN - TYPICAL DIAGONAL ROOF O
BRACE CONNECTION
COLUMN
2K' MAX. THICK BRICK PAVERS
SEi IN MORTM ON TOP OF FOOTER
B. SOLE PLATE
Old Z
A
j:' 045' CONCRETE SCREWS O 24' O.C. 2%' MIN. CONC.
(TV.), W CONIC. EMBEDMENT (MM,) WSSOMENT (TV.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SEAS
(2500 PSI, MIN.) W/6x6x10/10
W.W.M. OR FIBER REINFORCED
(POLMROPYLENE FIBER -
1.5 POUND (MIN.)PER C.T.]
4
44
° 3
4.
•e
`UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (90% PROCTOR)BA
MIN. (1)-fl5 RER CONTINUOUS, SPLICE
MUST OVFRW 20- MIN.
WOUND3- COVER (TV)
FOUNDATION/SLAB DETAIL
1.3 O.B. FASTENED TO CORNER
SECTION WITH fl10x2' S.M.S. W/
%- DIA WASHER O 18- O.C.
2x5xV' ANGLE (2'
TEKS INTO TOP OF
014 TEKS INTO THE
1-Ix2 O.B. TOP FRAME
NER POST
O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/COLUMN REVIEW
UPRIGHT DETAIL CODE Coo
ST. LUCIE
E®1
/-2500 PSI MIN. CONCRETE STRENGTH
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
�yp
e °
APPROXIMATE'.
G
4.
al
4 ,
I
..
I�
J
d. e
I I UNDIISTURBEDD SOIL/SAND
— W
I
G
(1)-#5 REBAR, CONTINUOUS
U
C
III
I�I 3" MIN. CONIC. COVER, 36" MIN.
LAP SPLICE
W
Z)
U
O
12" MIN!
N Z
U W
MIN. CONTINUOUS PERIMETER
FOOTING
a`) W
(4) fl12x.'
2'x PURUN
BEAM MAY
BE FLAT
OR SLOPED
(M(2)eflI0x2)i
`.... EACH
((2) fl1o.A
P. EACH
c Z
�
'aO O
(�
F'
m
J
Q
Z U
U
llJ co
d
ALTERNATE (1)
1 W
UU4" ANGLE
U 0
,\ BRACE
PRAWN BY:
DYK
2-.1-.%. ANGLE (BRACE) W'/
CHECKED BY:
DYK
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
12r)'4 S.N.S. O EACH
ER INTERSECTION
e ANGLE 2- LONG ON
RSIDEW/(4) fl12s% S.M.S
LEG (BEAM 4: BRACE)
3RACE
PLAN)
ALTERNATE 12)
20 BRACE
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI AS CIATES, LLC
7
ox 10039
Tampa, FL 33679
i ,)• r7. 0?
Drawing No. - 060811
SHEET 2 OF 3
C
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
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 7005453 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.
7. Connections using screw bosses shall have minimum (4)410x2" 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
#12
0.219
#14 (1/4")
0.250
V2"
/,"
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
J_
_ Q
w
ci p
C UU
0
U y
c 0
J
Z
U w
r` Z
c Z X
a O on
= J
Z
� U
a
U ❑
DO YEON MM, P.E.
FLA. REG. NUMBER 49497
9. Structure has been designed to meet the 6'" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vd% is I
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4, o xl 8 #26887TES, LLC
A# 26887
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO). 9
Ta a, FL 33679
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws I
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. I Drawing No. - 060811
SHEET 3OF3
003 OVA.
(o -C)50c)
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