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67, LUCIE COUNTY
' T
BUILDING DIVISION
REVIEWED
PORCOMPLI C
•'REVIEWED BY
DATE 12,
PLANS AND PER IT
MUST BE KEPT ON JOB OR
NO INSPECTION WILL BE MADE
PLANS AND ALL PROPOSED WO;(
AR TO ANY COFQ7iON8
'IV
Jor wv ?Ar,- 10 2X4 TO
-CONCEALED FASTENERS OR ATTACHMENT
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PEON KIM, P.E.
FL -A. LIC. NUMBER 4949T
CA. # 26887
110 KIM 8, A3ScC-, I -LC
P.O. mox 10049
TAMpA, F�- 3$679
(813) 8T6+9966
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3- x 3- x Oj=' MIN. 6063-TS ALLOY
PLATE DR STRONGER (ONE SIDE) WITH
C!) - Al2 . %- SAS, EACH SIDE AS
SHOWN (%' MIN. PLATE EDGE DISTANCE
6 C-C FASTENER SPACING)
3' x 2- x 105V MIN 6D63-T6
ALLOY PLATE OR STRONGER
CDW SIDE)
(3) - AM x 91 SAS -
EACH SIDE AS SHOWN
D TANCEPLLACECEDGE
FASTENER SPACING)
(5) /12x3/4' S.MS.
1.2 O.B. ATTACHED TO SEAM W/
(2)' B.M.S. 1/T0 BOSS
(1)-1/U-BOLT
W/ Y' NUT AMID WASHER
• EACH 90E OF BQRA
012a* S.M.S O 24' OC
la O.B. TO SUPER GUTTER
(4) B120/4' S.M.S.
ROOF BEAM
(MT OR SLOPED) a a
4l)-2x2xlj' ANGLE,
2 FOR 2a SMB OR
CORNER POST
CORNER POST
V x 2- )DOLE PLATE
V P CONCRETE ANCHOR V' PLACES)
IN LIEU OF I". Y' W CONERETE
SCREWS FOR CORNER COLWN
(4) 1L2.3/4' S.M.S.-'
EACH
B' x 7- SUPER GUTTER
MIN, 0090' T19CK
EAVE RAIL
(11
V x 2. O.B. 534:
PATIO SECTION IN'A
C-C
6' x 5' x 0.050'
6063-76 ALLOY PLATE
ONE SIDE) OR STRONGER
K-BRACE —
2x3x0.070 CHAIR RAIL
K-BRACE
mll USA
LATERAL V' - BRACING
CONNECTION DETAILS
5xY' ANGLE 6- LONG
W, ! EACH DEAN)
(2) 9'0x3- LG. a EACH ANGLE
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL
FACIA TO BE 2x6 MIN.) SAE. NOTED
OR NESTER RE➢ CEDAR
STRULTIWIAL GRADE 2 MTN
O. Y'WxE' LG LAG SLREV ! 2P
O.C. i TIRE LENGTH � GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
V/ (1) N'0x4- LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(❑R)
/10.3/4'
O 2' O.C.
(D Y'Px2' L6. LAG SCREWS
(TYP. ! EACH BEAN)
(O 012x2' SAS ! 12' ac.
(MAX) BETVEEN BEANS
I(N' THIP( CONTINUOUS
S"
BEAN STITCHING SCREWS (SEE TABLE) ! 04' O.0
➢12 x
N (pk-MIN,
SPACE SCREWS
A
SPLICE PLATE (EACH SINE OF BEND
-H32
A 505EALLOY OR EQUAL, I/11' THICKNESS
SP NG)
EQUALLY (M.)
COLUMN
A
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114x%' SORE'
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LINE 3
.B.6.C.
3
2
a&
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OtN'
ElE
3
3
4
3
GIRT (1.IR RAIL)5
4
• SEE ELEVATIRNS
i. 'IG WALE SIZE
104' BY 2' LONG -.
ANGLE. EACH SIDE (TIN.)
Z 4) SCREWS
B.M.S.,
FACII LE; (TYP) -
HOLLOW POST —
BE
ROOF BEAM
CONNECTION DETAIL
QW/CHARR RAIL
MIN. (4) /f Ox2' LONG
B.M.S. a BWIETY POSSES
(TYP. ALTERNATIVE)
S.M.B. POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2. WRUN
(WY
BE BLOM
(2) II0x4' S.M.S. THRU. 2.3
EAW PAIL INTO PURUN SCREW
BOSSES
USE JIM S.Y.S. 0 24' O.C.
TO CONEE •TO tx2 OA TO .
1.2 O.B. FASTENED TO
W/(2) /lOxt$' S.MS. INTO
TO EACH RATER TAIL
ONG PAN LEA➢ LAO SCREWS
Y' CONTINUOUS BEAD OF CONSTRUCTION
ADHESIVE
3) #IZ4- S.N.S., EACH LEG AND
6) /124' S.M.S. CHANNEL TO BUM
!) SCREW TOTAL
2414.
PURUN 70 /
2 0.045 ENVERAIL ATTACHED TO
BEAMS WITH (3)-f10.2' S.M.S.
INTO SCREW BOSS.
2x5x.125 ANGLE-2' WOE
INfO,UPRROWNA D BO6
USE .
Y' S.M.S.. O 24' O.
TO CONNECT IS. lO.B. C.W.
PURUN FASTENED TO COLUMN/POST
WITH (4) /12x1' S.M.S. (EACH LEG)
USING ){' THICK MT BUR BENT
TO FIT (6053-T6 ALL"
(9) #12W4- S.M.S. EACH SIDE -
OF BEAN M.) OR
((6) 12A" S.M.S. EACH SIDE
OF FOR 2x5 COLUMN TO
2x5 BEAM
SIDEWALL POST / COLUMN TO PURLIN
CONNECTION DETAIL
BTHI
MN. (4) /f M3- LONG S.M.S. INTO
SCREW BOSSES Cm ALTERNUTYM
BEAM STRCNNG O 24' D.C.
(TYP. MP AND BOTTOM OF SMB
SEE TABLE FOR SIZES)
PURLIN TO ROOF BEAM
CONNECTION DETAIL
_IxlA" BY 3' LONG
ANGLE. FILM SIDE (TYP.)
LEG (6))TOTAL ".)
') SAS. BEAM
u i MAY BE SLOPED OR MT
W .�. (SEE PUN FOR SUE)
M' MN. 3 HY NAK, C-C
ACINL OF FASTENERS (TYP.>
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL
1
DO KIM •
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
TamPS, FL 33679
Tat: (813) 3740321
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)RAWN BY: DYK
:NECKED BY: DYK
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497 .
DO KIM SOCIATES, LLC
P Bm tOD39
Tampa, FL 33679 A
ll r(y
Drawing No. - 060811
SHEET 1OF3
•
4
d'
•
d,
3" MIN. (TYP)
`m
PURUN SUPPORT
COWMN/POST
2x2x1/B' x 2' -G. ANGLE
W/ (4) /12x3/4- S.M.S
(EACH SIDE)
%-0 CONCRETE ANCHOR
W/ EMBEDMENT INTO
STRU TUR& CONCRETE
(EACH SIDE)
S.M.S. 1WTN MIN,}§' _
EDGE DISTANCE
\ � F
SIDEWALL COLUMN TO CONCRETE
CONNECTION DETAIL
SEE PUN FOR SIIE
la O.B. FASTENED TD CORNE
SECTION WITH IF14x1}4" S.M 5.1
24' 0.6.
2x2n%" ANGLE 2' LONG (UD-
W/(2) 114xi•4' S.M.S. TO POS
k } 8 4 H.O. CA-V. EXP. SM
W/ 2 1/2' MIN. EMBEDMENT
CORNER POST COLUMN
TO CONCRETE
CONNECTION DETAIL
IN
GS
EDGE OF CONCRETE
)§" ANGLE EACH SIDE (TYP,)
;j'm WNCPETE ANCHOR
W/2%- EMPEOMENT INTO
STRUCNRM- CONCRETE (TYP.,
/^EEE NOTE 10)
J 119" O.B. SOLE PLATE
Y4-0x2Y4" CONCRETE
SCREW ANCHOR c 24' O.C.
AND 9' FROM POST (TYP.)
COLUMN/POST
/ O.B.\SOLE PLATE
I
�— O
EDGE OF CONCRETE 7,TP,4.-
PLAN VIEW V
WNi
W!
Y' ANGLE. EACH SIDE (TYP.)
%*0 CONCRETE ANCHOR
- W/246' EMBEDMENT INTO
SEEEE NOTE
S1 CONCRETE (IYP..
OTE 10)
-1'x2' O.B. SOLE PLATE
`.•.•. -1` Nz
5 .
3- MIN. (TYP.)
Yarox2Y4" CONCRETE
SCREW ANCHOR 0 24" O.C.
AND 9' FROM POST (TIP.)
—7 tx2 O.B. SOLE PLATE
O
I
I' (TYP.)
NZ
PLAN VIEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
BEAM SUPPORT
COLUMN/POST
2x2x1/8' x 2" LG. ANGLE
W/ (4) p12x3/4' S.M.S
(EACH SIDE)
POST
2'x PURUN
BUM MAY
BE FLAT
OR SLOPED
PLAN - TYPICAL DIAGONAL ROOF
BRACE CONNECTION
J
2x2x15' ANGLE CUP, CUT AT
A 45- (+/-) ANGLE AND
ATTACHED TO THE SCREEN ROOF
BEAM WTH ONE (1) Y4'O THRV-
BOLT, WITH FENDER WASHER.
ATTACHEDDIAGONAL TO BFG OR LANE RAIL
DIAGONAL BRACING $HALL NOT BE
ATTACHED TO ROOF PUflUNS,
2x2xO.093 BRACE
(SEE PL&W
COLUMN
2y' MA)(. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
O.B. SOLE PLATE
?
d 1411Y1 14fIM11\\ n
):"•0x5 CONCRETE SCREWS • 24' O.C. `-2%' MIN. CONC.
(➢'P.), A@" CONC. EMBEDMENT (MIN.) ENBEOIAEM (TYP.)
TYPICAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SIRS
(2500 PSI, MIN.) W/6x6x10/10
W.W.M. OR FIBER REINFORCED
(POLYPROPTLENE FIBER -
1.5 POUND (MIN )PER C.Y.)
• ..' • • A.
4-
A4. e 4
da
4. w\\
e UNDISTURBED SOIL OR COMPACTED
e•a1N3
FOUNDATION/SLAB DETAIL
CRUSHED UMEROCK (90% PROCTOR)
MIN. (1)-j5 REBAR CONTINUOUS, SPUCE
MUST OVERLAP 20' MIN,
3' COVER ow )
2x5x16' ANGLE (2- LONG) W/ (2)-k14
TEKS INTO TOP OF 0x3 EAVE RAIL AND (2)-
014 TEKS INTO THE FRONT OF THE CORNER POST
I-1x2 O.B. TW FRAME
1.3 O.B. FASTENED TO CORNER CORNER POST
SECTION WITH /10x2' S.M.S. W/
%' DIA. WASHER 0 10' OA,
Ix 0.8. SIDE WALL CORNER WRIGHT
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
PSI MIN. CONCRETE STRENGTH
COMPACTED OR
UNDISTURBED SOIL/SAND
-(1)-#5 REBAR, CONTINUOUS
3" MIN. CONC. COVER, 36" MIN.
I I I I —I I I I I' LAP SPLICE
- II iil l 97
12" MIN!
MIN. CONTINUOUS PERIMETER FOOTING
(4) 812xW
2% PURUN
BEAM MAY
BE FLAT
OR SLOPED
((2) Ato.A
P. EACH
((2) M1ax35
P. EACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
RNATE (1)
ANGLE
E
xK' ANGLE (BRACE) W/
12XW S.M.S. O EACH
ER INTERSECTION
ANGLE 2• LONG ON
RSIOEW/(4) 012xY' S.M.S.
LEG (SENA & BRACE)
)RACE
PUN)
ALTERNATE (2)
2.3 BRACE
DD KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Be. 10039
Tampa, FL 33679
Tel: (813) 374-0321
tei Description
ISSUED
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DYK
SCALE:
ASSHOWN
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO K)M $ SZ
TES. LLC
P 9
Ta . FL 33679
1ptr1'
Drawing No. - 060811
SHEET 2 OF
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.
Genera( Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shalt 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 31&
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 7005453 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 (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
S/16'
1/2"
#12
0.219
3/8
v"',
#14 (1/4")
0.250
1/2"
'/e"
9. Structure has been designed to meet the 6Ih Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V-,,, 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 (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.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
rvJ!Dal Descd Eon
�" ISSUED
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CHECKED BY: OYK
SCALE: AS SHOWN
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DOJIMASSOCIATES, LLC
AA 26887
o 10039
a, FL 33679
/t•srti
Drawing No. -060811
SHEET 3 OF 3
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