HomeMy WebLinkAboutConstruction Plans`rEQMHN�Nx•
_Y1441 SpENU'Ch elveT LN.
PokT 5T. LAJG190 5L
•L,(L{=/S-D �pk
r Srrtc)n.Tt]12AL l! 12 �"�
UO YEON KIM, P_E.
FL -A- LAC_ NUMBER 49497
CA_ 0 26887 '
CO KIM 8
.,�C
P.O. BOX.109
T4MPq7
(813)7151
• 'e r
AAM
4
..eT
F
A
%All
s �
MflNS4
F+00�
�S
u�
N
aq
s^
O°
K1
�
ov
o0
oC{ C'
c
xr.3
J
�r
?
���„
7�ryn
7N
q'r7
rT/7n
717n
le
0), AH�� EAVE RAIL --
���.� ���BEM STITCHING
S AS SHOWN
a
/ P 12' 09. SAS AS SHOWN (AN MIN �. SPL
PATIO SECTION PLATE SEDGETEM DISTANCE) SPACE SCREWS A p 509
C-C FASTENER SPACING) .� EQUALLY (TYP.)
C6'x5' x041. C 0.
0 n 6063-TG ALLOY PLATE
O (WE SIDE) OR STRONGER
A £5
K-BRACE
3• x 3' x 0050• MIN ISM 6 ALLOY '40 fd
PLATE OR STRONGER (ME SI➢D WITH 2K3KD.070 CHAIR ML frryn
(3) - 012 x V SAS,/EACH SIDE AS ® p y ryp\
SHOWN I%' MIN. PLATE EDGE DISTANCE K-BRACE 1 J
M C-C FASTENER (N.
ING)
K-BRACE p A 'h
®®® ypJ
Cm(NER POST
3' x 2' x 0A50'063-T6ALLOY PLA
CORE SIDE)TEORNGER BQ�jvx�FDa 7,(3) - Cl2 x % rK-BRACE �(q lh (ty FV a\Ax'+I' x15�" tOtPL
(30 MIN. PLATE EDGE SIDE AS SHOWN I +may �E P �l xx•1 �l EACH
A GIRT <CHAIR RAIL) R "4
1' x 2' SOLE PLATE
( (EACH SIDE OF BEAN)
.OY OR EQUAL. 1/8• THICKNESS
#14x% SCREWS
(M)
Cv)
(oq
OY00Y0
BEAM
LINE
LINE
SCREWS
TOTAL
PLATE
MOTH
2x4
3
2
24
L2'
2.5
3
3
32
14'
2x6
4
3
40
14'
2x7
5
4
56
16',,o�
(2x
s
- �
"�15� 1
2x9
5
6
�72�
19'
:2x16g
7
7
96
l8'
NOR (4) #IW- LONG SACS. INTO
(3) /1241j- SACS- EACH LEG AND SCREW BOSSES (M. ALTERNATIVE)
(((6) 112A' S.M.S. CHANNEL TO BEAM
(9) SCREW TOTAL
BEAU STITCHING O 2C O.C.
2 PLACES)
<2 PL
�.�/
E
�
DYP. TOP AND BOTTOM OF SUB
\ SEE TABLE MR SIZES)
LATERAL "Kx - BRACING 1x14' BY 2' LONG
CONNECTION DETAILS ANCLE, EACH SIDE lM`7 1
" (5) /12x3/4- S.M.S.
1.2 O.B. ATTACHED TO BEM W lx5xl§' ANGLE 6' LONG
(2)-/10X?%S.M.S. INTO SCREW/BOSS (TYP. @EACH BEAM)
(1)f d56f• S.S. T1RD-BOLT (2) ):'0x3- La. @ EACH ANGLE
IN y.' Na AND WASHER
+(,�
�t
NOTE,
EACH SIDE OF BEAW
/12x7 S.M.S. 0 24- O.C.
�O
CUURVE
OVERH
1a2 O.B. TO SUPER CURER / FACIA TO BE 2x6 MIN) SPP.
OR NESTER RED CEDAR
NOTED
\r STRUCTURAL GRADE 2 MIN.
(4) B12x3/4' S.M.S. (D y'0x2' LG. LAG SCREW @ 24-
O.C. ENTIRE LENGTH OF GUTTER
ROOF BEAM SECURE FASCIA TO EACH RAFTER TAIL
(FLAT OR SLOPED)
W/ (1) .'0x4' LONG PAN HEAD LAG
SCREWS
BEFORE ATTACHING SUPER GUTTER
(I)-2x 46' MOLE, EACH SIDE
(2 FOR 2x8 SUB OR WRGM.)
(4) 012x3/4' S.M.S. C EIR
EACH LEG.
5. Or 7' SUPER GUTTER
MIN, 0.090' THICK
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL #I 3/`
0 2' O.C.
SCREEN ENCLOSURE REAMS SHALL BE
LOST STRUCTURE CONSISTING OF
TRUSS/RAFTER MANING WITH MAX.
rMEXCEED 30• UNLESS OTHERWISE
(4) e14A' S.M.S..
2 SCREWS
EACH LEG (rrvJ
HOLLOW POST —
2x PURUN
(NAY BE SLOPED
OR MT)'
TO CONNECT TO tx2 O.B. TO 2x3.
(1) Y(0x2' LS LAG SCREWS
(TYP. @ EACH BEM) lx2 O.B. FASTENED iD COLUMN/POSE
(1) M12x2' SA.S @ 12' o.c. rUU:SING
ED TO COLUMN/F
MAX) BETWEEN BEANS / ) 910x1M' S.U.S. INFO SCREW BOSSESK1' S.M.S. (EACH
III THICK CONTINUOUS (EACH ENO. TYPJK FLAT BAR BENT
ANGLE T6 ALLOY)
SECURE FASCIA M EACH RAF ERTA
W/ (1) H'0x4' LONG PAN 'AD LAG SCREWS
BEFORE ATTACHING SLOPE WITTER
IINUOUS DEAD OF CONSTRUCTION SIDEWALL POST / COLUMN TO PURLIN
fiy// CONNECTION DETAIL
�`1xtx16' BY J' LONG
BRAKE -FORMED RECIEWNG CHANNEL 1 1 UCH SLOE (1YP.)
(MIN. 0.062- MATERIAL THICKNESS) (3) ®12x1$' SAS.. 1�
1' x 2 1/8' a 1' K 3' LC. LOU (6) TOTAL (TYP..70
(ITP. ALIERNAIIVE)
2x3x0.045 CAVERN: ATTACHED TO
BEANS WOH.r(3)-NOx2' S.M.S.
INrO SCREW eoss.
122557JMGGLE-2' NOE WITH
14K1' IMO BEAM k (2)-/14x1v
JPRIGHT.
Bl Ox6f' S.M.S. 0 24' O.C. -�
:ONNECT TO lx2 O.B. TO 2x3.
4 OF) BUM CM) ORU� SIOE-
(6) 112.K' S.M.S. EACH SIDE
OF BEAM FOR 2x5 COLUMN TO
2.5 BEM
��-��
PURLIN TO ROOF BEAM (¢ CJ
CONNECTION DETAIL Oov_`G
V
V
MAYBBE SLOPED OR FLAT
r (SEE PLAN FOR SIZE)
(TYP)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
I-JDal Descri lion
llti ISSUED
F-
—
w
C
w
U
(_»
Q
� �
U
AG
Z
w
y
,�
Z
w
Ow
a
F..
�•
J
Z C-)
U
w Tn
a
U O
RDRAWNBY:
DYK
CHECKEDBY:
DYK
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM AS IATES, LLC
A# 268
P oX 1 039
Tamp , F 9
I.R o-7.9
Drawing No. - 060811
SHEET IOF3
L1Pox1/e'V 2'RLc. ANGLE ESDMGE DLSTTMANc `• M- 0 LE. EACH SIDE ANCHOR •yam / ei TE ° T�NE2xORD)
COLUMN/POSE' /
TOP
B _ RAIL
E RAIL AND (2)-
W/ (1) /12+3/4' S.Y.S - 'W/2i§' ENBEDMEM INTO THE CORNER POST
(1 ► // (EACH 9DE)G URA CONCRE E (YP.. EE D O K I M
/^8iE f0)
o e W/2 CONCRETE ANCHOR — J I B. SOLE Pla &ASSOCIATES, LLC
O O w/ EMBEDMENT INTOit
,+ STRU TURAL CONCRETE ... Z'. PURl1N '..
(EACH SIDE) -, C O N S U LTI N G
1.2o.B.roPFMME STRUCTURAL
..'. _ ENGINEERS
'e' +' .� •' ��' q 2x2x%, NiGLE NP, C TART 1z3 O.B. FASTENED TO CORNER CORNER POST
3' MR CYP.) ~ •a A a5 E) TO THE
ANO,i M WASHEION WTH BRI 0218• D.C..
w/
F BEAM MAY ATTACHED TO THE SCREE PROOF
z • Yi 0x2Yi CONCRETE BE MT BEAM WI1H ONE (1) Yx'0 RU- POBox10039
999���999 I. O.B. SIDE WALL CORNER UPRIGHT
BOLT, WOH O BEAM OR E
i� ANDSCRE,fa ANCHOR O 24' C. OR SLOPED ATTACHED TO BEAM OR L VE MIL Tampa, FL 33679
+rca AND e' FROM POST (TYP) O DIAGONAL BRACING SHALL )!OT BE Tel: (873) 374-0327
ffix w ATTACHED TO ROOF PURLINS.
11 • Y 2.2.0.093 BRACE Rev Old Des(rl Eon
SIDEWALL COLUMN TO CONCRETE 9• CO MNN/PUS (BEE PUN) ELEVATION VIEW
I D 7w ISSUED
�GONNEGTIONTIETAIIJ ,2 o.a. SOLE PLATE CORNER POST / COLUMN
PL'AN,- TYPICAL DIAGONAL ROOF 0
.--a- -�=--- UPRIGHT DETAIL
BRACE CONNECTION O� ^
�•�L -
SEE PLAN FOR SIZE
1 `` `
-yl
BOG OF CONCRETE
Ix2 O.B. FASTENEp , CORNER
L' (TYP.)
BECKON Wllil /14. S.M.SO
// COLUMN
24' O.C.
wE,I
LNG
2)S' MAX. THICK BRICK PAVERS
2.21�§' ANGLE 2' (EACH SIDE)
rca� RTARON TOP OF FOOTEA
W/(2)) t14�'S.Y TO POSTh3/80H.D. GLLVN DOR. BOLT
#
W/ 2 1/2' MIN. 0/QEDNDIL
c.B. SOLE PLATE 9
R
ZO
k
-✓
)§' ANGLE EACH SIOE (TYP.)
%*0 CONCRETE ANCHOR
W/2%' EMBEDMENT RITO
STRUCTURAL CONCRETE (TYP.,
SEE NOTE 10)
1'x2' O.B. SOLE PULE
3- MIN. C".)
Ya mx2Y4' CONCRETE
�yrc
z��
SCREW ANCHOR 0 24' O.C.
. � z
AND a- mom POST (rm.)
t>2 O.B. SOLE PLATE
� 0
FACE OF CONCRETE ---� 'r'-- I• (TYPJ
PLAN NEW n
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
d
s
PSI MIN. CONCRETE STRENGTH
J
:OMPACTEO OR
JNDISTURBED SOIL/SAND
= F
(1)-#5 REBAR, CONTINUOUS
W
c C
3' MIN. CONC. COVER, 36• MIN.
— w
LAP SPLICE
0 Z)
C O
(( 1�i Z
U W
MIN. CONTINUOUS PERIMETER FOOTING
C Z R
d O
= J
Z U U
BEAM \VALTERNATE Ill V ❑ }
Zxlx(1' ANGLE I-
(4) 812rY' S.M.. BRACE DRAWN BY: DYK
2'. PURUN Y.1'x)5' MGM (BRACE) W/ CHECKED BY: DYK
(4) /12.N' S.M.S. 0 EACH SCALE.: AS SHOWN
MEMBER INTERSECTION
DATE: 8/11108
O
0
e 2.2d5' ANGLE 2' LONG ON
UUNDEPSIDEW/(4) #I2rY S.Y.S.
BEAN MAY CN LEG (BEAM k BRACE)
BE MT
OR SLOPED
((2) JIMA-S.M.S. ° DO YEON KIM, P.E.
(TYP. EACH END) W BRACE FLA. REG. NUMBER 49497
(SEE PUN)
(TYP. EACH ENO)
ALTERNATE (2) DO KIM WACIATES, LLC
2z3 BRACE
0039
Tampa, FL 33679
PLAN - TYPICAL ROOF �'�'•��
BRACE TO BEAM CONNECTION 1
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2CF3
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, 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 70D5-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.
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 Ede Distance
g
Minimum Center to Center
Distance
#10
0,188
s/,;'
Y2"
#12
0.219
3/;
1/16"
#14 (1/4")
0.250
Y2"
5/8"
9. Structure has been designed to meet the 611 Edition FBI (2017 FBC). Project is sited where the ultimate design wind speed, Val, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 20024,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design IASD).
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.
DD KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tamps, FL 33679
Tel: (813) 374-0321
193UED
J
U.1
w
U 0
C UJI
IX
U CC
o
z
rj w
w
Z or
no O ai
= J
Z U U
w Lu a
U Lu
I CHECKED BY: DYK I
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO LOA#2061C8147
TES, LLC
0039
Drawing No. - 060811 1