HomeMy WebLinkAboutPLAN(9) M12x9"' S.M.S.
TO WALL MEMBERS
O O O OX
0
x "'" S.M.S
j3I" ANGLE
S
w
9- EYE BOLT
THRU—BOLTED TO
izZ HEADER W/ DOUBLE
WASHER & NUT EACH SIDE,
EYE'SNUG AGAINST ANGLE
%(5 " f1s3/d' S.N.S. 1.5.16' ANGLE 6' LONG
14 O.S. ATTACHED TO'BEAM /:N„`a:_ (TYP. @EACH BERM)
(2)-/IOK2j S.M.S. INTO SCREYA BOSS
a•-%'1/Y'mx3' LO @ EACH ANGLE
(1)-41Xz" S.S. THRU-BOLT,
Yx" NUT AND WASHER �..
0 EACH SIDE OF BEAM
�ORSTERf��a� :y
TO UPER S.M.S. ( 1x2 O.B. "�* - ACIA TO B:RE"
TO SUPER GUTTER (TYP.) - ST UCTURA GRADE
STRUCTURAE GRADE
(4) 812.3/4" S.M.S. Y (1) Y: m.i•`-UGG. LAG SCI
BC, MITRE LENGTH OF
ROOF BEAM fir"%� \, SECURE FASCIA TO EAC
(MT OR SLOPED) , �� j�yW/ (D Y mx4' LONG PA
. B D-,E ATTACHING SUF
e�
(2)FOR 2x ANGLE. EACH SIRE i ,\
2 FOR 2x8 SLAB OR WNCERJ � ��� �,� \Y� s `' r•-N•ti
(4) 812.3/4' S.M.S.R¢
EACH LEG.
}� f \it
i\ 5' . T SUPER 7MICKGUTTER \
\\ NBA. 0.090'dMCN ,L.
#IOx3/4•
0 2' D.C.
CONCRETE
(0R)
3' STEEL 'CAMELBACK' CLIP (TYP.)
THIS CLIP MAY BE INSTALLED ON TIC
OR ON SIDE OF CONC. SLAB
(2' MIN. CONCRETE EDGE DISTANCE)
(2) - Y' . 2' CONCRETE
SCREW ANCHOR (TYP.)
SP.F.
P. a EI
p12x2'
SECURE PAS(
V/ (1) WOXx
BEFORE ATTF
]US BEAD OF
SPACE SCREWS
EQUALLY (TYP.)
IX147 BY 2" LONG -
ANGIE. EACH SIDE (TYP.)
2 SCR1 5' S.M.S._
EACH LEG (TYP.)
HOLLOW POST —
2x
- _
BEAM STITCHING SCREWS <SEE TABLE)EP-e-
24 QC:
SPLICE PLATE (EACH SIDE OF BEAK"
A 5052-1432 ALLOY OR EQUAL, 1/8' THICKNESS
4.�
1
NE 0
jAr
JN� N l� ♦.�i `
b. He I
t;REVIEWE
%6bE COM
ST. LUCIE
___ 7 g•
i ) 1.
LATE
k14x�' SCREWS
CW)
(..)
(ENV)
BEAM
LINE
'A'
LINE
'B'&'C'
SCREWS
TOTAL
P
WIDTH
2x4
3
2
24
12'
2x5
3
3
32
2X
�14;;'�
WA
X
5
Ill
�
16'
2x8
5
5
64
16'
2x9
2x9(HW)
5
6
6
7
72
BB
19'
18'
2z10
7
9
DO KIM
& ASSOCIATES, LLD
FOR
TING
U RA L
V
y F��17la6V P EERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
Rev./Dat4 Description 71
/0� M ISSUED
MANSARD BEAM
CONNECTION DETAIL
(3) 01201 S.M.S., EACH LEG AND
MIN. (4) /tOx3" LONG S.M.S. IMO
SCREW BOSSES (M. ALTERNATIVE)
(6) 812r1(A• S.M.S. CHANNEL TO BEAM
(9) SCREW TOTAL
BEAM STITCHING ® 24"TOM O.C.
(n
J
TOPAMID
(TYP. TOP M'D BOTTOM OF SMB
0
FUR
SEE TABLE FOR SIZES)
E
W
C)
�
c
LU
Of
2x3xO.O7G M CHAIR
(SEE PUN) T( _, y'
n
1x1i X* BY 3' LONG
0
BRAKE -FORMED RECIMNG CHANNEL
ANGLE EACH SIDE (TYPJ
U
a
vv
(MIN. 0.062" MATERIAL THICHN6S)
V x 2 1/6' x 1" x 3' W.
(3) 112d'y" S.M.S., EACH
N
M"
.1
(TYP. ALTERNATIVE)
LEG (6) TOTA_
W
MIN. (4) /1 Dx2" LONG
�J,..���} -
Z
ULI
S.M.S. INLO SCREW BOSSES
(TYP. ALTERNATIVE)
��,�
C
Z
W
W
SAS.- OST ` _
p{
SCANNED
a
O
CO
PURLIN TO ROOF BEAM BY
~
Y F CONNECTION DETA . LUCI@ (,`pUn 11 U) d
'CHAIR RAIL ! GIRT TO POST ;' U 0
CONNECTION DETAIL �.". 3'' DRAWN BY: DYK
'� "'cam CHECKED BY: DYK
IL`IOEYM:Nx'J
113E AIO.%' S..AS. 0 24' O.C.
TO, CONNECTTO 1x2 O.B. TO 2x3.
.W 1 USE /1Ox9Q S.M.S. 0 24" D.C.
41 /•� - - — - - TO CONNECT TO LQ O.B. TO 2x3.
1 2 A.B. FASTENED TO COLUMN/P05T PURUN FASTENED TO COLUMN/POSTI
E. ac• W/(2) 810i%" S.M.S. INTO SCREW BOSSES WITH (4) 812.1' S.M.S. (EACH LEG) (9) /12x• SM.& EACH SIDE -
MS I), JI (EACH END, TYPJ OF BEAM (TYP.) OR
AA� USING THICK FLAT BAR BEM (fi).'12xY" S.M.S. EACH SIDE
US ilh ._( TO FR 6o63-Tfi ALLOY) t'� OF •BEAM FOR 2.5 COLUMN TO
SCREWS
W MIN., 3 16' MAX. C-C
SPACING OF FASTENERS (TYP.)
DISTANCEETYPJ GE
OR FLAT DATE:
SIZE)
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM �IATES. LLC
2 87
P Q 10039
Te 3679
Drawing No. - 060811
SHEET 1 OF
PURLIN SUPPORT
COWNN/POST
W ANG \ H SIDE (IYP.)
2z2x1/8' z 2' LC. ANGLE
S.M.S. IMIN MIN. �§'
%*0 CONCRETE ANCHOR
W/ (4) I12z3/4' S.M.S
(EACH SIDE)
EDGE DISTANCE
W/2%' EMBEDMENT INTO
sTRuCmm CONCRETE (IYP.,
WO CONCRETE ANCHOR
a NOTE to) 'N .
t'x2' O.B. SOLE PLATE
O O
W/!W EMBEDMENT INTO
MUCTURAL
Irk
CONCRETE
(EACH SUE)d
yVS
a
• °�
}�j,
3' MIN. (FfP.)
Y4-*xV4 CONCRETE ;I
•'
'a¢o
C.
SCREW ANCHOR O 2("..
M')
D 9' FROM POST-(".)
ru
SEE
1x2 O.B. PAS
SECTION WTIH
24• O.Q. I
NFFDR SZE
F
D TO CORNE
kly" S.M.S.,
LONG (FACE
M.S. TO PUS
LV. EiP. 801
EMBEDMENT
S.M.S. WRH MIN. 36'
EDGE DISTANCE
'*Z�NGLE. EACH SIDE (TYPJ
96'0 CONCRETE ANCHOR
W/2W EMBEDMENT two
STRUCTURAL CONCRETE
SEE NOTE 10)
.-1'x2' O.B. SOLE PLATE
OF
PLAN VIEW
O.B. SOLE PLATE
I -
BEAN SUPPORT
COLUMN/POST
2} 1/8' x 2' W. ANGLE
W/- (4) ®12x.7/4' SAS
—
4
.
POST
•.. °�>
3' MN. (M.)
.
- �
Yi Ox2Ya CONCRETE
iuu
SCREW ANCHOR O 24' O.C.
AND 9' FROM POSr (T(P.)
+¢a
w
9,
COLUMN/POST
M m-
1z2 O.B. SOLE PURE
O
O
1
—
0
I III III
III=III
0
V (TYP.)
a.
�N
ICI
-ICI
JI I I
—III
III
-ICI
III-1
_
I
CONCRETE
PLAN VIEW
2'. PURUN
BEAM MAY
BE FIAT
1.1 OR SLOPED
2x5xl6' ANGLE (2' LONG) V/ (2)-814
TEKS INTO TOP OF 2x3 CAVE RAIL AND (2)-
014 TEKS INTO THE FRGNT OF THE CORNER POST
-
Ltx2 O.B. TOP FRAME
2x2W ANGLE CUP, CUi AT
Ix3 O.B. FASTENED TO COPTtCR CORNER POST
A 4T (+/-) ANGLE AND
SECTION WITH B10x2' S.M.S. W/
ATTACHED TO THE SCREEN ROOF
BEAM WDH ONE](1) WO THRU-
g6' DM. WASHER 0 18' O.C.
BOLT, WITH FENGER WASHER.
Ix O.B. SIDE WALL CORNER UPRIGHT
ATTACHED TO BEAM OR EAVE RAIL
DIAGONAL BRACING'SHAL NOT BE
ATTACHED TO ROr PUWNS.
2x2x0.093 E
(SEE PLAN)
ELEVATION VIEW
`�
CORNER UMN
RE�IE�
\
UPRIGHT DETAIL
-/
CODE CO
ST. LUCII
B(
J
�2500 PSI MIN.
CONCRETE STRENGTH
21j• M. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FDOTER
Or 11 e. s� Z
` N
Y°' 0.5" CONCRETE SCREWS O 24'Y0.1. �2]6' MIN. CONC.
(M.). tYZ' CONIC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPICAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
d
'd.
IL
e•aix)
FOUNDATION/SLAB DETAIL
4' NOMINAL CONCRETE SIRS
_ MIN.) W6xIO1O
W.W.M. ORI� FIBER R0NFORCED
[POLYFROPYLENE Fast -
1.5 POUND (NN.)PER C.Y.]
d.
4 4d•
. d
`UNOISIURBEO SOIL OR COMPACTED
CRUSHED LIMEROCK (90% PROCTOR)
MIN. (1)-15 REBAR CONTINUOUS, SPUCE
MUST OVERLAP 20' MN.
3' COVTR (TW.)
e
APPROXIMATE .0 I
G d Imo_
I'.II—II��I, `
COMPA
4. 4 Ip�i UNDIST
a.' d
I i '� I I I I� i3W) S.
F1 T
12" MIN. -
MIN. CONTINUOUS PERIMETER FOOTING
(4) d12.%'
2N PURUN
BEAM MAY
BE MT
OR SLOPEI
R@1QxP2%
. EACH
(2) oiwx
i FP EACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
Issum
J
ED OR
<
2BED SOIL/SAND
=
W
REBAR, CONTINUOUS
O
C
0
CONC..COYER, 36" MIN.
W
of
ICE
C)
U)
C
O
J
U
U
LU
W
cl)
0)
W
c
Z
Ix
a
c
F•
Z
�
U'
IL .1 a
MATE (1) U Lu
Q
" ANGLE
W ANGLE (BRACE) W/
12,c% S.M.S. O EACH
FR INTERSECTION
ANGLE Y LONG ON
n[DEW/(4) /12CYi SAS
LEG (BEAM @ BRACE)
3RACE
PLAN)
ALTERNATE (2)
20 BRACE
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM AS CIATES. LLC
'EB7
Dx 10039
Tampa, FL 33679
ff `1649
Drawing No. - 060811
SHEET 2OF3
S.N.B. BEAM
5- ANGLE
EACH SIOE OF BEAM)
g14x3/4- S.M.S.. (6) SCREWS —
LEG - (24) TOTAL
EACH SIDE OF DEAN)
(3)-%'0 BOLTS W/ 11" WASHER
(TYP. 0 EACH BEAM)
x3xMOO POST (MIN.)
(6) #14x ii S.KS TOTAL, (3) EACH LEG
M1N:(C-C SPACING (TYP.)
3- BASE INSERT W/I;a' VERTICAL LEGS
)§' JHICK 6063-T6 ALLOY (TYP.)
(2)1%'0 STAINLESS STEEL OR
HOJ DIPPED GALVAMZED
CONC. ANCHORS V/ 2Y' HtM.
EMBEDMENT INTO CONCRETE.
(SEE NOTE 10)
TOP OF CONCRETE
IDE WALL HEADER
AN FOR SIZE)
S.M.S. THRU. UP
RNl/HEADER SCR
f14x3/4' S.M.S. O 12' m.e. -_
(TTP. LENGTH OF GUTTER)
V x 5'x 9'ANGLE 4' ^�
LONG @ EACH BEAM
810x4' S.M.S. W/ IY" 0
FENDER WASHER AND NEOPRENE
GASKET 0 12' O.C.
#14x)(9' SM
WASHER At
TOP 6 #14
@ 12• D.C.
SLOPE
O0 O_O_ODO_O_O_O
3• COMPO'.
(rL#7561
(3) 1114x%' S.M.S. (TYP.
EACH STRAP)
SUPER GUTTER
_ 3"x3"x0.050' MIN. PLATE W/ (3) J14
S.M.S. INTO BEAM AND COLUMN (TYP.)
3"x310.093' MIN. COLUMN
C".)
LO000 O°O°O°O°O°O°0
h°O°o o°o°o°o°o°O°O.,
12' PANEL
WIDTH MAX.
D
MAX
LUxAL ylm
EE GASKET
EXTRUDED OR BRAKE -FORMED ROOF HEADER
OR RECEIVING CHANNEL (0.044- MIN. THICKNESS)
BOTTOM.
E ROOF)
WITH MIN, 1Y BEAFEtNG LEG.
(D IRE x 2' LAG SCREW @ 24- LTD.
ENTIRE LENGTH OFRECEMNG CHANNEL
SECURE FASCIA TO EACH RAFTER TAIL
EL SCREWS
BEFORE ATTACHING RECEIVINPAN G CHANNEL
(❑R)
SLOPE
#14xW S.M.S WINTEGRAL 3'4'0 WASHER AND
NEOPRENE GASKET TOP 6 #I4.Y' SM.S. BOTTOM, @
12- O.C. IF CLEARANCE PROHIBITS INSTALLATION -
OF TOP FASTENERS USE #14 S.M.S. @ 12' D.C.
COMPLETELY THROUGH COMPOSITE ROOF.
SOFFIT
DO KIM
Y4' 0 x 2W LUNG WOOD LAG SCREW OR
& ASSOCIATES, LLC
Y' 0 x 2x' LONG MASONRY ANCHORS
It 24' D.C. MAX.
CONSULTING
'*
STRUCTURAL
HOST STRUCTURE
ENGINEERS
"LONG
(MASONRY OR VDOD)
2 21A' BANGLE, EACH
EXTRUDE➢ OR BRAKE -FORME➢ ROOF HEADER
PO Box 10039
OR RECEIVING CHANNEL (0.044- HIM. THICKNESS)
Tampa, FL 33679
(4) �12xKi' S...,
WITH MIN. I$' BEARING LEG.
Tel:(813) 374-0321
LEG (4) TOTAL (EACH
0 x 2Y' LONG MASONRY ANCHORS -
24' O.C. MAX )S)
ROOF EDGE BEAM TO HOST STRUCTURE
HOST STRUCTURE CONNECTION DETAIL����E1NED ���#(MASONRY OR WOOD) 'CODE1 �COMPLIANI
?RECEU,-0[ BRAKE -FORMED ROOF
TTHICEST. LUCIE COUNT
THEN[ETV4TNNENG`EAT 4' MI hJ
BOCC
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. 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,
1. Connections using screw bosses shall have minimum (4)410x2" per connection unless shown otherwise.
8. Unless otherwise shown, screws shall have minimum edqe distance and center -to -center distances as shown in this table.
1-1022 Low Carbon Steel SMS 8 Self -Drilling ITEM Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
1/16"
h"
#12
0.219
1/;'
#14 (1/4")
0.250
'/2"
44"
9. Structure has been designed to meet the 611 Edition FBI 12017 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,
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. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-H75
or 3105-H25.
ISSUED
J
UJ
c ❑
11.E
U U))
c OJ
Z
U 111
U) Z
w
c Z [r
aO U)
J
Z U V
W U) a
LLI
U a
I CHECKED BY: DYK I
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM CIATES, LLC
26887
O 10039
Tampa, L 33679
C/-W,y
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.
Drawing No. - 060811
SHEET 3 OF 3