HomeMy WebLinkAboutSCREEN CLOSURESRAIL
TOTAL) -
BEAM STITCHING SCREWS (SEE
C C6063 T6 ALLOY PLATE -
R (ME SIDE) M STRONGER
RA K-BCE -
3' x 3' . DOJO' MIN. 6063-T6.ALLOY 2.3.0.070 CHAIN RAT.
PLATE DR STD (ME SOD WITH
(3) - R12 x SINS. FAC( S]DE AS
SHOWN ( MIX PRATE EOCf'➢)STANCE K-BRACE
C-C rANTEIER SPACING),
CE K-BRA
CORNER POST
3' x Y x U30' MIK 6063-T6
ALLOT PLATE W STRONGER
Over SOD
m - AK2 . Y.• � �K-BRACE
1' z 21 6OLE PLATE
• CONCRETE ANCHOR (2 PLACES)
.OU DF TYP. $' • COIA]EiE
(J) 512,E/4' SAS.
12
1
1441
1.2 Oa ATTACHED 70 B(5)
[ GL �G
(2)-/10x2' SLS PiTOl. BOSS
W-I(4'd!' SS,TNRu�OLT
(7J )♦•4x3• LI a EACN AIiiE
�'/ )L Hur ATID:trASNDt
MOTET PRIMARY SCREEN'
o rN21 90E.Or BEAM
ATTACED TD MOST ST
`10
TRUSSJ
�L1G
la O TO?S0 24' O.C.
1.2 Oa ro)SUPEA GUTTER
OVEECONVENTIONAL
To
OACW) 70 1E 2D CEDAR SPj. NOTED Ot PLAN DWI
WESTER RED GEAR
f
�/4•.
STRUCTURAL
STRUCTURAL GRADE 2 MM
(4) 11S.Y.S.
(1) WOXZ' LI LAG SCREW a 24-
Of- ENTIRE LENGTH OF GUTTER
G am
TIOR SLOPED)
SECURE FASCIA TO EACH RArTER TAIL
W/ TO K4HN4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
svOE
r 90 OR TAAbCTL
(0 Y'Px2• T.G. LAG SCREWS
(OR) (TTP. a EACH BEND
(4) /I !lr SR.S.
(U 412,2' S)I.S a 12' x.
CHRx) BETWEEN EMSCAC(
GEC.
Ma' TNIC( CONTIN O S
FNGLE
S' )' SUPER GUTTER
IO0090' THICK
N
SEGUE 0304 ON EACN
W,
N K-Ax• G.PAN
EEGOE ATTACNING:SURER 9
ROOF BEAM TO SUPER GUTTER .v�
CONNECTION
olW/4" sYs BEWOT CONSTRUCTION
DETAIL
A
001 0
GIRT (CNIR
• SEE.ELEVATIDR
FOR 'K' GRACE SIZE
7AL
G SCREWS
104' BY 2' LONG -
ANGE, EACH SIDE OW)
(4) 11is' SJIS_
rArAH LEG (m.)
HOLLOWS PoS< —
Y 0 24' O.C.I
la Oa TO ax0
D ro CDWAOH/POSY
( mrsaD.0 aoss6
(CIOEN ( O. TwJ
SPACE
Jyyy„p
y Yi �plF
614xV4' SCREWS
II
(T�0 `Ay.Ii �
LINE
HEAM A
LD1E
•B't'C'
SCREWS PLATE
TOTAL V[DTH
• t}4 14 ` v
swot
2x4 3
2
24 12'
3
�-
ENS 3
2x6 I
3 32 14'
3 40 14'
�' �0� 2 �A+•'1
p2T _9—
—4—.
—56— �C
2xe 5
5
64 16'
2z9 5
6
72 IB' �
ROOF BEAM
2x9aw 6
7
Be �V
CONNECTION DETAIL
2xIB 7
7
96/ - 1e'
C(6) /tads' SKIS. awODL TOaGAY
(B SCREW TDTAL
IO(. (4) /COLT' LONG SATE. INTO
7 BOSSES DYP. AUp6UINE)
BEN) TOP AND WiRcom O 24
2.U"70 / SIB TABLE EDI( Sd6) GT SYB
x 211Wx I'x 3'CO.
CHAIR RAIL ( GIRT TO POST
CONNECTION DETAIL
2.Jx0.G46 EAVLFALL ATTACKED TO
BEAM WITH (3}/lmr BRS
INTO SLEW SM.
2K6..123 ANG E-2' WIDE WIMeIr
BYIO UPWGHf.
- - — - - USE /NSO 1. O 24' IC
US COIDKTCT EOG . / E TOC. . O
PUALDU FASTENED TO COUAIM POST (➢) I12.YT SLS EACH SmE-
`WITN (4) IILt• S.NS. (EACH TED) K �Dul,(Tm.) OR
IISHUG li' iM10( M � BEM (0) /12r$' SYS. EACH SIDE
M iR (6063-TB OF 9Ew FOH 2.5 CDLUW TO
`COLUNH/1'03f 24 BEN% muuu/v2
PURLIN TO ROOF BEAM
CONNECTION DETAIL
DO KIM
1 ASSOCIATES"; LLC--
CONSULTING
STRUCTURAL
ENGINEERS
PO Elm lOm
TDInM FL 33679
Tat (813) 374D321
wjmW D"ci don
Tim. I ISSUED
C
�
W
ix
ueH3i LONG
U
w
O
TP.)
C
EACH
�
Z
TTOTALL((M.)
�
W
Z
W
O
EL
V)
J
Q
w
vi
CL
U
0
BE SLOPED OR IVJ
KAN fON SCE)
BY
,Lucie County
DO PEON KIM, P.E.
FLA. REG. NLMO)ER 49497
DO KIM SOCIATES, LLC
P Sax 10039
Tempe, FL 33679
Drawing No. - 060811
SHEET 1OF3
PURUN
3'
SEE PLAN FA/ORR.SRE
1.2 O.B. PASTFNm,,TO WR14ER
y
SECTION M/14YBj' S.M.S.O
1{N^
24' O.C.
G
`IUyI
vp2,
W ANGLE 2' LONC (EACH ME)
f11�- SMS. m PDST
H[:
h 3/B • MA CAV.YEW BOLT
W/ 2 1/2- MN. ECBEOMENT
} 5.5
S.M.S. WITH M. Tf'
EDGE DISTANCE
LE. EACH SIDE (M.)
ODE ANCHOR
W' ECTURAL CDMEENT INETOCr
NOTE 10)
2'. PURUN
am E�W 44'wo7' CONCRETE BE FIAT Y
E SCREW ANCHOR O 24' OS. OR SIIPED
:Ya AND 9- IRCI POST (TYP.)
&&Nu
A
`S,_� COWMN/POST/POSE 1N2 OP. SCE PLATE
kPLAN
-
BRACE'
O l ��
EDGE OF
~
3- MN. (TOP.)
CONCRETE
zCREY'
rN
S
SCREW MOOR O 24' O.C.
0
AND 9' FR011 POST (ITP.)
OF CONCRETE-1• CTYP] '
Na
PLAN NEW
I- (TYP.)
1A
A
` COLT. fT]IDE
ATTACHED TO SEA
DIAGONALAL ROC
TO RO ATTACHED M [
L 2.W.093 BRACE
(SEE PLAN)
ROOF
O
iYBIG PAVERS
N YGRITYI ON TOP OF FOOTEN .
0 B. SOLE PLKIXl z
N
Ya W CONCRETE SQFWS O 24' O.C. S)6' ION. COTND.
COLUMN (M.). IYj' CONC. EYBECONT (MN.) BMEEDMEM CM
.)
232N1/8 ANGLE
W/ (4) D12.3/`�y"s . TYPCIAL FRONT VIEW.OF POST TO
(EACH 9OE)
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE STAB/
W
W.Y. ON FIBEP AhN�BRTNOEDO
IRXYPRGPYIENE FIBER -
1.5 POUND (MIN)PER C.Y.)
a, r
'�UNNSIURBED
• '
SOIL OR COMPACTED
CRUSHED LIMEROCC (90% PRWrOR)
MBL (1)-15 Ream CONTINUOUS. SPLICE
MAST OVERLW 20' MN.
S' COMER (TYP.)
FOUNDATION/SLAB DETAIL
10 Oa FASTENED TO CORNER
SECTON WITH 010Q' S.W.S. W/
it CA WASHER O IS- O.C.
c 5NM' ANFAE Q' LONG) V/ (0-014
TENS INm TOP DP 2Y3 EAVE RAIL AND 2)-
014 TENS INTO THE FRONT OF THE COMM POST
1-1.2 O.B. TOP FRAME
HER POST
OA SIDE WALL CORNER UPRGNT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
PSI MIN. CONCRETE STRENGTH
DO KIM
.&_ASSOCIATES-LLC -
CONSULTING
STR U CTU RA L
ENGINEERS
PO BUN 10039
Tampa, FL 33679
Tat: (813) 374-0321
ISSUED
--j
COMPACTED OR
=
Q
UNDISTURBED SOIL/SAND
W
(1)-/5 REBAR, CONTINUOUS
C
a
3- MIN. CONC. COVER, 36- MIN.
—
W
It
'
NAP SPLICE
G
7
I
F
U
, "r�1T�1�1�1
•Tiell�'
C
O
12' MIN.•
-
U
U
Z
LU
MIN. CONTINUOUS PERIMETER FOOTING
y
W
LU
(4) 112.a4
2'N PURUN
BEAN MAY
BE FAT
OR SLOPE
c
a0))
Z
0:
Z
1-
J
W
J
U
0
U
CL
ALTERNATE III
7-Ir1(• ANGLE
C.)
W
❑
}
F-
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
E
4' ANGLE (BRACE) W/
12+3l,' SAS. O EACH
ER WIERSECO
'I' ANGLE 2- LONG ON
LEG (BEAN & ENUCE)
IRASE
PLAN)
ALTERNATE (2)
20 BRACE
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIUSO
IATES
, LLC
Drawing No. - 060811
SHEET 20F3
General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall
of
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordance with the requirements of All 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, 600545 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)-#1Ox2" 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/„"
112"
#12
0.219
'/,"
9/,6,,
#14 (1/41
0.250
y2"
S/a"
9. Structure has been designed to meet the 61" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vw, is
150 mph (3-set 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 ►ASD).
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.
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel. (813) 374-Ml
xevlDate Desui lion
n �'. IssuED
DO YEON IOM, P.E.
FLA. REG. NUMBER49497
DO KW 8 O IATES, LLC
C 67
PO o
T FL 33679
f,.yq • It
Drawing No. - 060811
SHEET 3OF3