HomeMy WebLinkAboutConstruction Plans3- x 3- x 0050' MIN 6063-T6 ALLOY
PLATE OR STRONGER PC SIDE) WITH
(3) -012 x %' SAGE EACH SIDE AS
SHOWN (N MIN PL iE E➢OE DISTANCE
I C-C FA MNER ACING)
3' x 2' x 0.050 MIN. 6063-T6
ALLOY PLATE �I STRONGER
ONE SIDE)
(3) - 012 x'k SLS,
EACH SIDE AS SHOWN
0 TANCE IAL,�CEOGE
FASTENER SPACING)
(5) /12x3/4- S.M.S.
TO BENT W/
INTO SCREW BOSS
. THRU-BOLT
1) A120/4- S.M.S.
BEAM
OR SLOPED)
e
CORNER POST
POST
EAVE RAIL
(11
1' x 2- GH. SM.
PLA
PATIO SECTION C-C
6' x 5- x 0.050'
6063-T6 ALLOY PLATE -
03NE SIDE) OR STRONGER
K-BRACE —
W.0.070 CHAIR RAIL
V x 2. ME PLATE II N� ONERWSE
0 CONCRETE ANCHOR (2 PLACES)
I0 OF TYP. Y' 0 CONCRETE
EVS MR CORNER COLUMN,
Sx.' ANGLE 6' LONG
YP. 2 EACH BEAM M WOx3' LG E EACH ANGLE
NOTE- I
ATTACM
CONVD
FACIA TO HE 2x6 WIN) SPX. DVERRI
DR NESTER RED CEDAR NOTED
STRUCTURAL GRADE 2 MIN.
(1) Y:0x2' LG. LAG SCREW B 24'
DC ENTIRE LENGTH OF GUTTER
-012x%
EN
['FL'4�f:� 3CL'LIIR]
x SEE dVATIONS
FOR , BRACE SIZE
1x1xV BY 2' LONG —
ANGLE, EACH S1DE (IYP.)
(4) 1144' S.M.S.,
2 SCREWS
EACH LEG (TYP.)
HOLLOW POST J
BEAMS SHALL BE
SISTING OF
ING WITH MAX
SS OTHERWISE
a
P BEAF YSICHING SCREWS (SEE TABLE) 2 24' U.C.
SPLIE MATE �H SIDE SPACE SCREWS �A A 5052CM32 ALLOY Oe EUU L,I HE TH)ICXNESS DO KI M
EQUALLY (TYp.+ _ & ASSOCIATES, LLC
a � c CONSULTING
A �= o STRUCTURAL
ENGINEERS
J � Tampa, Box 100399
RYA
�O" l
014x3'( SCREWS
(xxKW)
Tel: (813) 374-0321
(R)
(L.)
(.RR)
l
y&-
BEAM
LINE
A
LINE
'B'I'C'
SCREWS
TOTAL
PLATE
WIDTH
ReWDa!
Description
L�PO YIv�l4x�l
Ik' i(i 14x� s
2x4
3
2
1 24
12'
Zk,
2W
ISSUED
WE "I)L
(SNp 14T3I� s� `
e
2x5
3
3
32
14'
14'
Q
2.6
4
3
40
"n (:4
VAIL h ll
2x7
5
4
56
16'
0
,MD
"AL OD
1�:
_.., ,
�6 f
_sac
;, __ 6—.
5
72
Is-
Q
MANSARD BEAM
2x9(HW)
6
7
BB
is,
CONNECTION DETAIL
2xIO
7
7
96
Q
CHAIR RAIL /GIRT TO POST
CONNECTION DETAIL
SECURE FASCIA TO EACH RAFTER TAIL
{ �+�� OR FIAT)
V/ 0) Y.'ox4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(2) /II)XV SA.Sr3HR0. 2x3
0tt``6 LI ,PORUN SCRDY
USEtT 10+1)Q S.MS. O 24" O.C.
TO NNECL TO 1+2 O.B. TO 2x3.
S DE
IGEM)J
(1) Y� 0x2- LE LAG SCREWS
(OR(TYP. a EACH BEAM)
R /
f+2 O.B. FASTENED 1(1 COWMN/POST
(44) l2C/4' S.M.S.
(U 012x2' SM.S a 12- o.c.
(MAX) BETWEEN BEAMS WA2) dl0arix' S.M.S. INTO SCREW BOSSES
EACH
(EACH END, TYP.)
OGLE CK CUNTRAJOUS
5' or 7' SUPER GUTTER
MIN. 0.090' THICK
SECURE FASCIA TO EACH RAFTER TP
V/ (1) Y'OX4' LONG PAN HEAD LACY
SCREWS
BEFORE ATTACHING SUPER
)OF BEAM TO SUPER GUTTER
IDEWALL POST /
`�GONNECTION DETAIL
BlOx3/4' S.M.S. Y.' CONTINUOUS BEAD OF WHIST UCTI@
® 2, O.C. ADHESIVE
t� CONNF_CT
MIN.
Me Copy
(4) S10x3" LONG S.M.S. INFO
(3) /12- S.M.S.. EACH MID SCREW BOSS (IYP. LTalloTNE)
. TO EAN SE
(6 01241$' S.b.SCHANNEL B
(9 $CREYI TOTAL
BEAM TOP AN G O 24"TOM O.C.
M. TOP AND SIZES) OF SUB
2�RNYOTp SEE TABLE FOR SIZES)
J
�\
W
U ❑
b
W
®jjAj���...%%j�..���%%%Ill�ll�l�ppp'''
(MAN. 0.FORMED FECIENNG CHANNnMM)
E55)
(MIN. 0.1/8' MAI'
1' 1/B' E) '
1.14' BY 3' LONG
M'GLE, EACH 510E (,�n%
(3) #12x15' S.M.S.. EACH 0S
ti
DO1 /)
U
x 2 x . LO.
x }' LC.
DYP. ALTERNATIVE)
LEG (6) TOT (TYP.)
R E Yi I E
.L�I'I1(��
/LE ® F(j I
CODE CC
P&LJCE
PURLIN TO ROOF BEAM ST. L CI
ccRi�r
CONNECTION DETAILCf�b
U �
L`10]
nFI�EOTO
x5x.125 GALE-2" WIDE WITH
(2)-/14f' INTO BEAM & (2)-(I14x1 �
IWO UPRGHT.
- U NNECT S.N.S. U 2. O.C..CONNECT TS. .S. O.B. ' 2x3.NEO TO COWMN/POST (9) 112A" S.M.S. EACH SIDE---�+1' S.MS. (EACH IEG) OF BEAM (TYP.) OR
CK FLAT BAR BEM ((6)/1211XS.M.S. EACH SIDE
-T6 ALLOY) bF REAM FOR 2x5 COWMN TO
2x5 BENdT COWMN/POST
1N5lT.B., SEAM
u
i
MAY-BEISLOPEO OR FLAT
xa •`•
(SEE.PLAN•FOR SIZE)
/
3 )¢' MAX C-C
OF FASTENERS (TYP.)
100101a
DO YEON HIM, P.E.
FLA REG. NUMBER 49497
DO HIMK�A IATES, LLC
Z6 7Pox 1 39, F 9
Drawing No. - 060811
SHEET 1OF3
Y
z
PURL1Nis PPOf(f ; _
2.24/C=M/POSE Y4' ANGLE, EA\ ANCHOR
2x2x1/B' x 2' LC. AGLE S.M.S. WITH YIN. )§' W/2 CONCRETE ANCHOR
W/ H SIDE)
4' S.N.S EDGE DISTANCE STRUCT EMBEDMENT TE'
(EACH ADE) STRUCTURAL CONCRETE•(IYP.
NOTE 10)
O O )S 0 CONCRETE ANCHOR J 1'x2' O.B. 501E/ UlE
O O W/2T6• RAI. CONCRETE
INTO t 2'x PURUN
SACH SIDE) CONCRETE
(EACH SIDE)
IN. (TW.) s + 4 • °Ju BEAM MAY
y.'O.ZV CON BE FLAT
= SCREW ANCHOR,,„O 24' O.C. OR SLOPE
AND 9' NCHFROM(IMP.)
SIDEWALL COLUMN TO CONCRETE 9• co uuN/Posr
CO NNECTIONrDETAILI �.,
1x2 O.B. SOLE PLATE
IPLAN,
BRACE
0 O
SEE PLAN FOR 512E
E OF
Bl FASTENED TO CORNER + \ �CIR 1' fTYPJ fit
C. WRH ®14.IY S.M.S.O GL AN MEW
-a
N Y`
ANGLE 2' LONG (EACH SIDE) I~¢.
�14x%' S.M.S TO POST
0 H.D. GALV. DIP. BOLT $q�
1/2' MIN. EMBEDMENT ,
,H )§' ANGLE EACH SIDE (IYP.)
S.NS. WITH NW. )§'
EDGE STANCE
)6'0 CONCRETE ANCHOR
W/2%- EMBEDMENT INTO
SR(UGIURAL CONCRETE GYP.,
C TVA
SEE NOTE 10)
r-1'x2' O.B. 501E PLATE
.i
aJ
Ya ex2Y' CONCRETE
a SCREW ANCHOR 0 :
AND 9' RLOM POST
9, Ng��Ix2
LUMN/POST
O.B.501E Pl
O
O
EDGE OF CONCRETE I I- 1' (TYP.) -
N
PLAN VIEW
3' MIN.
2x21)L' ANC1E CUP, CUT AT 1.3 O.B. FASTENED TO CORNER
A 4T (+/-) ANGLE AND SECTION WITH /IW- S.M.S. W/
ATTACHED TO THE SCREEN ROOT )f' OA WASHER O IB' O.C.
2x5xW ANGLE (2' 1
TD S INTO TOP OF
014 TEKS INTO THE
1-1x2 O.B. TOP FRAME
CORNER POST
-Ix O.B. SIDE WALL CORNER UPRIGHT
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
2x2x0.093 BRACE Revma UBE
(su PUN) ELEVATION VIEW
0 20 a ISSUED
CORNER POST IfCOLUMN
UPRIGHT DETAIL
0
TRICK BRICK PAVERS
10RT00 ON TOP OF FOOTER
O.B. SOLE PLATE
2=
PSI MIN. CONCRETE STRENGTH
AO
GRADE
.e G
a
.
(p
J
°a' .'
COMPACTED OR
H
d. 4
UNDISTURBED SOIL/SAND
— W
(1)-#5 REBAR, CONTINUOUS
C
3' MIN. CONIC. COVER, 36" MIN.
— LU
Of
LAP SPLICE0
ED
c 0
12" MIN.*
REVIEWED
U
ff.;� W
MIN. CONTINUOUS COMP
MLLI
PERIMETER
FOOTINGCO®E
.o
ST. LUCIE C
�_Dlmo'a(,
BOO
~ J
Z
BFA)1
U U
Ill
ALTERNATE (1)
1 LU
T.`I ' ANGLE
❑
(4) 012x;:' S.M..
BRACE
DRAWN BY.
2'. PURUN
J/ 2'.IW ANGLE (BRACE) W/
CHECKED BY: I
SCALE:
(4) 012A' S.N.S. 0 EACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
ER INTERSECTION
y' ANGLE 2' LONG ON
DATE: 81111D6
RSIDMI(4) J1244 SALS.
LEG (BEAN 4: BRACE)
DO YEON K(M, P.E.
3RACE
FLA. REG. NUMBER 49497
PLAN)
ALTERNATE (2)
DO KIMJAS.,'CIATES, LLC
2x3 BRACE09
Tampa, FL 33679
1 -Z, -,
Drawing No. - 060811
SHEET 2 OF 3
• rIkSx)6' ANGLE 4' 1.13%
_ (3) 014.li' SHS• -7V. a NIDSPAN OF r (2)-/12w7/4' S.YS.
General Notes and Specifications: AND(TY' EACH STRAP � ; %4 GARBLED BEAR)1 m 12• D.C. -"
AND EACH SIDE)
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 31B.
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 #1100/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum 14)-#10x2" per connection unless shown otherwise.
8. Unless otherwise shown. screws shall have minimum edoe 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
s/16"
(/2"
#12
0.219
)/B'
1/16,
#14 (1/4")
0.250
V2"
9. Structure has been designed to meet the 6" Edition FBC..(2017 FBC). Project is sited where the ultimate design wind speed, Wit, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASO).
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.
ti
P' )
/12.3/4- SMS.
m 12• D.C.
-69
Fp`
lx2 O.S. FASTENED TO SUPERGUTIER
✓a - PL1OOFUN D.C. ANO E PRU
n
ROOF BEAV
STRUCTURAL
SUPERGUTTER
W Yi Ox216' LG. LAG SCREV
EACH SIDE OF BEAM (TYP.) -
(4) j12x3/4' SA-S.
(TYP.)
CARRIER BEAM
WK%' ANGLE, EACH SIDE -
C".)
(8) /12 3/4' SA.S., (4) SC
EACH LEG MP.)
SUPER GUTER-11 /
21 CARRIER BEw J
SECTION A -A
3' EXISTING COMPOSITE PANEL
0III SMS. WINTEGRAL Ve 0 WASHER AND
NEQ ENE GASKETe 12' D.G. TOP & BOTTOM.
-�_EVIEWED FOR
CODE COMPLIANCE
ST. LUCIE�+COI➢NTY
BOCC-A
FACIA TO BE 2x6 041%) SP.F.
(CEDAR IS NOT ACCEPTABLE,
STRUCTURAL GRADE 2 MIN
SECURE FASCIA To EACH WI ER TAIL
V/ W 400x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACKING SUPER GUTTER
DO KIM
& ASSOCIATES, LLG
CONSULTING
STRUCTURAL
ENGINEERS
PO Box IOD39
Tampa, FL 33679
Tel: (813)374-6321
ISSUED
C �
W
O
U O
C J
U Z
w
a) z
w
c Z X
IL N
I- J
Z U U
w co a
ULU
0
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM 8 O IA1 LLC
A# 7
10039
Pa. 79
�'Zo�ty
CARRIER BEAM TO FASCIA CONNECTION DETAIL
Drawing No. - 060811
SHEET 3OF3
o ol
File COPY
Tile Co-