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1012W SAM O 24
1Hj2 D.B. TO SUPER
.L' (4) 012.3/4• BLs.
ROOF
(MT OR SlAPEO)�
(2)PbR SIB MW
eK-BRACE
E RAIL
OI TOTAU -
O.S SALS AS SM
PAM SECTION PLATE EDGE
C-C FASTENE
6• . 5' x BO50'6D63-T6 ALLOY PLATE
(ME SIDE) OR STRONGERK-I RA¢2K -MMO CHAN RNL
POST
O - 1' K 2' PLATE
3V 0 CONCRETE ANCHOR 4' PLACES)
SCREWS FOR NER a CONCRETE
CO UIN
LATERAL "IC' COPY
CONNECTION
/12D/4• sM.s.
N/
0r BOSS 1
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s• Ar 7• StM
N@1 0090' THICK
ANSLE LORD
ANGLE
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a
CONVE
ovum
VESPER REp CEDAR
NDTED
Np1EDRIICTIx(AL
GRABE 2 WNL.B'
L6 LAG SCREW a 2•.nIRE LENGTH IF GUTTER
FASCIA TO EACH RAFTER TAIL A•TTACHINNGG
SCREWS
MISER GUTTEER
(❑R) O) Y•t.2' M LAG SCREWS
IC REACHYP, a EACH BEAN)
( ) 412K- SALS a IV x.
OWO BETWEEN DEANS
N.' THICK CONTINUOUS
010414' S.M.S.J L- K' COWIN = BEAD OF
O 2' O.C. ADHESIVE
GIRT (CHAIR RAIL)
h S.Y1us.1
To
FASTENED TO
531s. ORD !
1.1.V B/ 2' LONG -
ANGIF. EACH SUE (IYP.)
(4) 14HY' S.Ys.,
F LEG (TYP.)
HOl1DM POST
2. PULN
OR MT)
(�
�{pl tl4N�4' SCREWS
oO (Aq cwxx) (RRKR)
LINE LINE SCREWS PLATE
3 .,tar ��l BEAN A •B•VC' TOTAL VIM
W t! v 2K4 3 2 24 12'
685'SOT 2N5 3 3 32 l4•
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2.9 5 6 72� is.
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8 )ey
CONNECTION DETAIL zKlo 7 7 96 ' fie
INTO
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box IDD39
Tempe, FL 33679
Tet (813) 3740321
LDKJOeIe Description
D^ 7B ISSUED
- ------ SCANNED
(3 St2dj• SYS, EACH LEG AND NN. (4) /10.3• LONG S.". ROO BY
8 12WL• S.Ms. OMNNEL TO BFAY SCREW BUSSES (IYP. ALTERNNTIM
C f� BDN� TDML % St. Lucie County
/ B/�EAM STRLTMIG O 24' O.C..
"... TOP AND BOTTOM OF SUB J
2.3.0.070 -� tip / SEE TAME FOR SRLi)
rwsrarir-R Wlll
PURLIN TO ROOF BEAM
CONNECTION DETAIL
TO
OH.(3}110a' sms
Y'+
ui
IDN'B05.
E-2' WIDE NOH
TO SEW A (2)-J14.1
-
B o 2C D.C.
TO1.1. 2 osroG.s.
WE
(TIP.) ORF
•MIN
LU
CLU
G
I.l.W Of 3' LONG
y
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ANGLE: EACH SIDE OYPJ
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(6 NT C'14"
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CHECKED BY:
DYK
W S.N.S. EACH SIDE SPACING OF FASTENERS (TYPJ
M FOR 26 CCMIDV TO E5
AN D ITTANCE awl
.. COOYN/POST
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
)E SLOPED OR r1AT
PLAN FDA Sim
DO PEON KIM, P.E.
FLA. REG, NUMBER 49497
DO KIM ELATES, LLC
PW
Box 10039
TBmpR, FL 39678
Drawing No. - 060611
SHEET IOF3
SEE PLAN
142 O.B. cAsTENM
sEC110 WTH 11444
CORNER
SN.S.O
LONG (IIACH SIDE)
I.S. TO POST
V. EDP. BOLT
WE- WITH YIN. '
EDGE WITH
24241/8' 4 2' LG ANOE
W/ (4) /1243/4' S.MS
(FACH SIDE)
96'0 CONCRETE ANCHOR
w/2TA' nRAL CMENT INTO
5EACHm�x:N� oONCRETE
S.MS. WITH YIN. T§'
EDGE DISTANCE
W
o
p Y1 EDGE OF CONCRETE
W Ru V PLAN VIA
' ANGLE FACH SIDE (IYP.)
VO CONCRETE M04Oi
W/2M' EMBEDMENT RHO
� HOME 10)RCRETE (IYP.,
/--1'.2' O.B. SOLE PLATE
J• YIN. (71P.)
CONCRETE
..
SCREW
SCREW ANCHORO 2(T O.C.
AND B' FRAYMPOSTJ
E PLATE
(TYP-)
TV* O.D. SOLE
, \ O.B. ON
SOLE PLATE
PLAN -TYPICAL DIAGAL ROOF
OPY
Q 1-03418
2424' ANGLE CUP. CUT AT
A 43' (4/-) ANGLE AND
ATTACHED TO THE SCREEN ROOF
BFAY WITH Will THW-
/-�
BOLT. CORN ;=
!`
ATTACHEDTO BEAM OR EAE RAIL
ATTACHAL G SHALL NOT BE
ATTACHED TO RCDi PURUNS.
24240.00 BRACE
/
(BEE PLAN)
N
DL• MAX THKX BRCN PAVERS
SET IN MORTAR ON TOP OF TOOTER
0\�l Z
2
N
BEAM SUPPORT �\ is• OZ- CONCRETE SOIEwS O 24' C.C. 2]5' YIN. CONC.
COUIYN/PoST (m), Ix- COMO. EMBEDMENT (UK) OABEOYENT (TYP.)
(4) 4 7 W. ANGLE
W1 •
W/ (4) j12O/4• sus TYPCIAL FRONT VIEW OF POST TO
(DON SIDE)
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
W.WL. OI, FIBERW 846410 la
[POLYPROPYLENE FIBER -
1.5 POUND (MN.)PER CY.]
i
e.
,
r
•f �.
�' ft•:.
_ UNOSTURBEp SOIL OR COWACIED
e'alru
FOUNDATION/SLAB DETAIL
CRUSHED UYEROCN (901 PROCTOR)
MR (0-15 REBAR CONTINUOUS SPLICE
MUST OVERLAP 20' MN.
3' CEDER (IYP.)
OR FASTENED TO CORNER
TON wax /1m2• SYS. W/
]TT. WASHER O 16' O.C.
Q.
IT
THE
\-1.2 O.S. TOP FRAME
HER POST
O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/ COLUMN
UPRIGHT DETAIL
PSI MIN. CONCRETE STRENGTH
COMPACTED OR
UNDISTURBED SOIL/SAND
•(1)-/6 REBAR, CONTINUOUS
3' MIN. CONC. COVER, 36' MIN.
LAP SPLICE
MIN. CONTINUOUS PERIMETER FOOTING
(4) #12.%
2'. PURUN
BEAM WY
BE FLAT
(OR SLOPES
EACH
(IYP+lodi
EACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
RNATE (1)
ANGLE
E
4' ANGLE (BRACE) W/
12x% S.M.S. O EACH
OR WTERSECipN
'i MOLE 2' LONG ON
LEG (� & GRAM S'YS.
RACE
PLAN)
ALTERNATE 12)
20 BRACE
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
TO (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI &SIIATES, LLC
T
Drawing No. - 060811
SHEET 2OF3
General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify
consideration.
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 shalt 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 (41410Z' 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.
1-1022 Low Carbon Steel SMS & Self -Drilling ITEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
6/M"
Y2"
#14 (1/4")
0.250
112"
s/e"
9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vv,, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure 1. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design IASO).
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. FILE COPY
DO KIM
,SSOCIATES. LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, Fl. 33679
Tel: (813) 374-0321
ISSUED
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LU
C 0
W
d
U �
C J
N Z
U W
N W
c Z it
a g �
= J
W U a
iJ 0
DO YEON 10M, P.E.
FW REG. NUMBER 49497
DO KI CIATES, LLC
61187
o10039
l. 33679
p ch -ll
Drawing No. - 060811
SHEET 3OF3