HomeMy WebLinkAboutEngineering (2)3' x 3' x 0.050' MIN, 6063-T6 ALLOY
PLATE OR STRONGER (ONE SIDE) WITH
0) - B12 x % S.M.S, EACH SIDE AS
SHOWN (%' MIN. PLATE EDGE DISTANCE
M C -C FASTENER SPACING)
3' x 2' x 0A50' MIN. 6063-T6
ALLOY PLATE OR STRONGER
ONE SIDE)
(3) - #12 . V S.M.S,
EACH SIDE AS SHOWN
06' MIN, PLATE EDGE
DISTANCE 6 C -C
FASTENER SPACING)
(5) X12.3/4" S.M.S.
1x2 O.B. ATTACHED TO BEAM W/
(2)" B.M.S. INTO SCREW BOSS
(I)-1/RU-
W/ A* NUT" S.S. HER
OE
A* NUT
OF BEAM R
#12x2" S.M.S. O 24' O.C.
1x2 O.B. TO SUPER GUTTER
(4) #12.3/4" S.M.S.
ROOF BEAM
(FLAT OR SLOPED)
(I) -2x24'
2 FOR 2.8
(4) #120/4' S.M.S.
EACH LEG.
5' or 7' SUPER GUTTER
MIN. 0.090' THICK
CORNER POST '\ � CAVE RAIL
411 TOTAL) - 412 x
V x 2' O.B. S.M.S AS SHOWN Of'
PATIO SECTION PLATE EDGE DISTAN
C -C FASTENER SPA(
O 6' . 5' . 0.050'
W O 6063-T6 ALLOY PLATE
O (ONE SIDE) OR STRONGER
K -BRACE
2x3xO.O7O CHAIR RAIL
CORNER POST
V X 2' $OLE PLAT
0 CONCRETE ANCHOR (2 PLACES)
tEU OF TYP. y( 0 CONCRETE
EWS FOR CORNER COLUMN
K -BRACE
LATERAL"K" - BRACING
CONNECTION DETAILS
ix5xX' ANGLE 6' LONG
TYP, 2 EACH BEAM)
-<2) Y'0.3' LG, B EACH ANGLE
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
1
GIRT (CHAIR RAR)
x SEE ELEVATIONS
FOR 'K' BRACE SIZE
BE
IxIA' BY 2' LONG -
ANGLE, EACH SIDE (TYP.)
(4) #1446' S.M.S..
2 SCREWS
EACH LEG (TYP.)
HOLLOW POST —
�,ME(R1C BEAM STITCHING SCREWS (SEE TABLE) 2 24. O.yAN{/ do
SPLICE PLATE (EACH SIDE OF BEAM) ULED FASTENERS OR A77k
SPACE EQUALLY (TYP.) A A 5052-H32 ALLOY OR EQUAL, t/B' THICKI({{ THE RBSPONSIBIL M
--f -o fT} Of
ANTR9CTOROFRECORI:
'%Af
R14X%' SCREWS
Y
(!ll) (!kk) (Elklll)
l BEAM LINE LINE SCREWS PLATE
L1Np3 TAy,3i"�SE511 'A' 'B'B'C' TOTAL WIDTH
yR 0>rG lSW Fp0. 2' 2x4 3 2 24 12'
B
VIAE 10 2x5 3 3 32 14'
j axp' Afi: a
wx IIAJI � `+C 2x6 4 3 40 14-
B LINEM 2x7 5 4 56 16'
pUZE `BIW 2X8 5 5 64 16'
ROOF B
17A2- lr'kl a CONNECTIO
ST. LUCIE COUNTY
BUILDING DIVISION
REVIEWED
FOR COMP yy� CE
REVIEWED BY ir-
DATE_ I. -/%
PLANSrAND PERMIT
MUS�PT ON JOB OR
NO---TION`L BE MADE
I 2x34.070 GIRT/6"R RAIL
/ (SEE PLAN)
POST
(3) #12x$" S.M${EACH 1E MIN. (4) X10.3' LONG S.M.S. INFO
(B) X12z ,S1F.5. CHANNEL TO SCREW BOSSES (TYP. ALTERNATT40
9 SCREW/TOTAL
REAM STITCHING O 24' O.C.
(TYP. TOP AND BOTTOM OF SMB
2x3xO.07O SEE TABLE FOR SIZES)
PURUN
O I I \\ �LIx1 zLE. 6Y 3" LONG
CHANNFI\\\\\7/)I ANGLE EACH 90E (TYP.)
N. 0.062
MATERIAL THICKNESS)
w 211Tcwue.ier• x 3" LG (3) X12x9' B.M.S., EACH
e ) LEG (6) TOTAL [irP.J
FACIA TO BE 2x6 <HINJ S.P.F.
OR WESTER RED CEDAR
to
STRUCTURAL GRADE 2 MIN
J
2x3xO.045 EAVERAIL ATTACHED TO
BEAMS WITH (3)-#10x2' S.M.S.
(1) Y'0x2' LG. LAG SCREW 2 24'
INTO SCREW ROSS.
O.C. ENTIRE LENGTH OF GUTTER
LU
2. MAIN
W
(MAY BE SLOPED
of
/— SECURE FASCIA TO EACH RAFTER TAIL
#10.4' S.M.S. THRU. 2x3
OR PIAT'
U
W/ <U Wdx4' LONG PAN HEAD LAG SCREVS(TAIL
E RAIL INTO PURUN SCREW
C
2x5 .125 ANGLE -2' WIDE WITH
BEFORE ATTACHING SUPER GUTTER
SSES
(2)-#I4xl" INTO BEAM & (2)-#14x1 =
INTO UPRIGHT.
E X10.1)6' B.M.B. O 26' O.C.
CONNECT TO 1.2 O.B. TO 2.3.
Z
W
USE #10x1$' S.M.S. O 24' O.C.
(1) Y'0.2' LG. LAG SCREWS
_ _ _
TO CONNECT TO 1.2 O.B. TO 2x3.
(TYP. 2 EACH BEAM)O.B.
(1) %12x2' S.M.S 2 12' o.c./
FASIENEO TO COLUMN POSE
S.M.S. INTO SCREW BOSSES
PURUN FASTENED TO COLUMN
ST
(9) #12x)'4♦' S.M.S. EACH SIOE-
(MAX) BETWEEN BEAMSx1K('
ENR TYP)
WITH ({) #12x1" B.M.S. (EACH
C) OF BEAM (TYP.) OR
NA' THICK CONTINUOUS(UCH
J
USING )6" THICK FIAT BAR BENT
TO FR (6063-T6 ALLOY)
(6) Yi2x3� S'2xb EACH BIOS
OF COLUMN TO
ANGLE
W
U5
EAM FOR 2x6
J
W
`COLUMN/POST
2.5 BEM
H
DRAWN BYE.
COLUMN/PO
SECURE FASCIA TO EACHW/
DYK
SCALE:
<1) Y'0x4' LONG PANWSBEFORE
ATTACHING SUPE#10x3/4'
S.M.S. Y' CONTINUOUS BEAD OF CONSTRUCTSIDEWALL
POST / COLUMN TO PURLIN
NTAIN PO
O 2' O.C. ADHESIVE
CONNECTION DETAIL
�L
PURLIN TO ROOF BEAM
CpN, T' 7DANU ALL TALL PROPOSED WORK
'S jf�IE(;T TL)AN''1C()F"M"':f.CTIONS
REOURED INVIFO'fOAS THAT
MAY BE NECF4BAR;
COMPLY WI11S.M.B. REAM
MAY BE SLOPED OR FIAT
,EE PLAN FOR SIZE)
i
uJ
YO
•a`Iw
DD KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 3740321
ISSUED
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
)6' HIM, 3 )6' MAX, C -C DO KIA206887
CM(TES, LLC
SPACING OF FASTENERS (TYP)
MIN. BEAM E➢GE 0039
s P)33679
IS Waft ✓"23•X%
Drawing No. - 060811
SHEET 1OF3
to
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6-
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J
Z
U
U
W
U5
(L
J
W
H
DRAWN BYE.
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
)6' HIM, 3 )6' MAX, C -C DO KIA206887
CM(TES, LLC
SPACING OF FASTENERS (TYP)
MIN. BEAM E➢GE 0039
s P)33679
IS Waft ✓"23•X%
Drawing No. - 060811
SHEET 1OF3
PURIlNSUPPORT
Y
COLUMN/POST
A 49' (+ )ANGLE AND
ATTACHED THE SCREEN ROOF
BEAM WN Yi THRU-
2.2x1/8" x 2' LG. 9NGLE--
- "-S.M.S. WITH MIN.
ATTACHED TOR PURLINS.
-(*)'1(11x3/4" S.M.S
EDGE DISTANCE
/
-
.JN/
(EACH SIDE)
O O
OONCREANCHOR
W/2)5' EMBEDMENT IMO
W/2
STRUCTURAL CONCRETE
(/
(EACH SIDE)
girl -
eJ
MIN, (TYP.)
inn
Yttc
SIDEWALL COLUMN TO CONCRETE
CONNECTION DETAIL
U
SEE PUN FOR SIZE --�
1x2 O.B. FASTENED TO CORNER I
SECTION WITH /1403j" S.MS.e
24. O.C.
2.246' ANGLE 2" LONG (EACH SIDE)
W/(2) A,4x�'i S.M.S. TO POST
k 3 8 0 H.D. GALV. EXP. BOLT
W/ 2 1/2" MIN. EMBEDMENT
S.M.S. WH MIN. T6"
EDGE OrpANCE
EDGE OF CONCRETE
EDGE
Wjy
)6' ANGLE. EACH S1DE OW.)
% CONCRETE ANCHOR
EMBEDMENT INTO
STRUCTURAL CONCRETE OW,.
SEE NOTE 10)
.-I"x2" O.B. SOLE PLATE
4 _ 2
3" MIN. (TYP.)
Y4'IW4Y CONCRETE
SCREW ANCHOR O 24' O.C.
AND 9- RROM POST (TYP.)
001 O.B. SOLE PLATE
I
I- CTYPJ
rvs
PLAN VIEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
PLAN VIEW
rj
%-0 CONCRETE ANCHOR
W/2%* EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
/f - NOTE TO)
IrJ 1'x2" O.B. SOLE PLATE
COLUMN/POST
`-1x2 O.B. SOLE PUTS
x 2' W. ANGLE
2x3/4' S.M.S
POST
2"x PURUN
BEAM MAY
BE MT
OR SLOPED
\
PLAN - TYPICAL DIAGONAL ROOF
BRACE CONNECTION
J 2x245" GLE CUP, CUT AT
�I
A 49' (+ )ANGLE AND
ATTACHED THE SCREEN ROOF
BEAM WN Yi THRU-
/�
0 E (1) 0
BIX.T, WITH MR WASHER.
ATACHED TO BiAM OR FAVE RAIL.
DIAGONAL BRACT SHALL NOT BE
ATTACHED TOR PURLINS.
Wx0.093 BRACE
/
(SEE PUN)
COLUMN
THICK BRICK PAVERS
1ORTAR ON TOP OF FOOTER
O.B. SOLE PLATE Z
�Y N
s4
... a ,.
n
Yi 0.5' CONCRETE SCREWS O 24' O.C. 2%* MIN. CONC.
(1YP.), I$" CONIC. EMBEDMENT (MIN.) EMBEDMENT OYPJ
TYPICAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SIRS
(2500 PSI, MIN.) W/64.10/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.]
4'
° 0 n4.
4
4.
n • A
4.
`UNDISTURBED SOIL OR COMPACTED
_ e CRUSHED UMEROCK (BD3 PROCTOR)
MIN. (1)-M5 SEW CONTINUOUS, SPUCE
MUST OVERLAP 20" MIN.
3" COVER
B'(MINJ
FOUNDATION/SLAB DETAIL
1x3 O.S. FASTENED TO CORNER
SECTION WITH /10x2" S.M.S. W/
%" DV, WASHER a 18' OC.
:
RAIL -
RAIL AND (R) -
F THE CORNER POST
-1x2 0.8. TOP FRAME
CORNER POST
-
Ix O.B. S1DE WALL CORNER UPRIGHT
CORNER POST / COLUMN
UPRIGHT DETAIL
1 KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
2500 PSI MIN. CONCRETE STRENGTH
A
APPROXIMATE 'O III I T I
a _ d
4
° II IFCIO
4a' COMPACTED OR = F
d, 4 —Ti UNDISTURBED SOIL/SAND V LU
(7)-/5 REBAR, CONTINUOUS C
I I I) I LULJ
3" MIN. CENC. COVER, 36" MIN. OOf
71h _ U DOT"- TI -I I
I'
12" MIN .+ N Z
U W
MIN. CONTINUOUS PERIMETER FOOTING LU
(BY OTHERS) r- Z of
CL O U)
J
Z U U
BEM W
J H
ALTERNATE Til U
2.l W," ANGLE
(4) /12WY- S.M.. BRACE DRAWN BY: DYK
CHECKED BY: DYK
2'. PURUN Z"x1'45' ANGLE (BRACE) W/
(1) /12.i'i S.M.S. O EACH SCALE: AS SHOWN
MEMBER INTERSECTION DATE: 8/11108
0
e
O 2x245" ANGLE 2" LONG ON
UACH U G (SEA) /1 SPA S.M.S.
BEAM M4Y EACH LEG (BEAM k BRACE)
BE FLIT
2) SLOPED DO YEON KIM, P.E.
(z) NtGx21Y B.Ip.s. ° FLA. REG. NUMBER 49497
(IYP. EACH ENO) 2x3 BRACE
O( ) (SEE PIAN)
(TYPp EACHI END).5.
ALTERNATE 121 DO KIM fr#
O IATES, LLC
2x3 BRACE F 87 1TaFL 33679
I
PLAN - TYPICAL H.
BRACE TO BEAM � E T N 1
Drawing No. - 060811
SHEET 2OF3
MAX. DISTANCE FROM '_1, •
Screw
BEAM EDGE (TYP.)
Minimum Center to Center
Distance
#10
USE 0.125" MIN. THICK ANGLE (EACH SIDE) OR
0.050" THICK 'U' CHANNEL 6063-T6 ALLOY PLATEW/
0.219
(6) #12x " S.M.S. EACH SIDE (12 TOTAL)HOST
STRUCTURE (MASONRY OR WOOL)
a4
0.250
S.M.B. BEAM.
a
C
(FLAT OR SLOPED) a
- (2) yx" 0 x ?Yi" LONG W000 LAG SCREW OR
SEE PIAN FOR SIZE
1
a (2) Yx" 0 x A4" LONG MASONRY ANCHORS
f
4
4
4
HOST STRUCTURE ANCHORS
44
EQUALLY SPACED (TYP.)
a
e
_X__4
a'
a
v
.d
I/2" MIN. EQUALLYa
SPACED (TYP.)
a ,� E
N
TYP. BEAM TO HOST
General
Notes and Specifications:
STRUCTURE CONNECTION
1.
Contractor shall field verify all dimensions before construction and shalt notify engineer of discrepancies for immediate
consideration.
(2) Y4"0x2R' LG. LAG SCREW
2.
Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of ACI 318.
EACH SIDE OF BEAM (TYPJ
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be provided with cover in accordance with ACI 318.
FACIA To BE 2x6 (MIND SPF.
(TYP#72x3/4" B.M,S.
I
STRUCRTURAL DGRADE E2 MIME) 3,
All dimensions are provided by contractor, 00 Kim & Associates, LLC have made interpretations where necessary.
ROOF
4.
The following structures are designed to be attached to block and wood frame structures of adequate structural capacity. The
BEAM
(FLAT OR SLOPED)
SECURE FASCIA TO EACH RAFTER TAIL.
contractor shall verify that the host structure is in good condition and of sufficient strength to hold the proposed addition. If
BEFORE AITTACHING°SUPER"GUTTER scREws
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.
2x24' ANGLE, EACH SIDE
(TYP.)
a `�' S.
Screen density shalt be a maximum of 18 x 14 x 0.013" mesh. Watt screen shall be removed in accordance with Rule 61620-1.002
(8) #12x3/4" S.M.S., (4) SCREW
Alternative Design for Screen Enclosures. Aluminum shall be 7005-T53 Alloy, 6005-T5 Alloy, or 6063-T6 Alloy based on industry
EACH LEG (TYP.)
standard shapes, thicknesses, and tolerances unless otherwise noted.
CARRIER BEAM TO FASCIA CONNECTION DETAIL 6.
Unless otherwise noted, SMB shalt be stitched with #10x3/4" SMS at 24"o.c., top and bottom.
7.
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
#12
0.219
#14 (1/4")
0.250
Y,"
9. Structure has been designed to meet the 5 Edition FBC (2014 FBC). Project is sited wher ilti d m p{ -', is
150 mph (3 -sec gust) for risk category I buildings and other structures. Exposure B. Design Rr25su es arigfbb L TJ20 4,
2014 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASD). `
10. Concrete anchors may be "Large Diameter Tapcons" MOO, 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
ISSUED
J
a
W
ci p
= W
of
U GO
O
Z
U W
Cn
N W
0 Z X
�°— O Go
= J
H <
IZ U
J W FT
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BY:
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIMQASSX6CIATES, LLC
887
0039
33679
y 21.17
I Drawing No. - 060811 1