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CODE COMPLIANCE
ST. LUCIE CO N
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SCANNED
BY t�ti3 YEON
B=LA. LIC. NUMUER 49297
St. Lucie County CA- # 26887
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LLC
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CORNER POST1
SAVE RAIL
(11 TOTAL - Al2 x'
'
1' x 2. OS.
SAS AS SHOWN (Y. NIN
PATIO SECTION
PLATE EDGE DISTANCE B
C-C FASTENER SPACING)
0
6• x 5- x 0.050-
6063-T6 ALLOY PLATE
O
ME SIDE) OR STRONGER
K-BRACE
3' x 3' X OA50' MN 6063-T6 ALLOY
STRON PLATE CR (ONE SIDE) WITH
2.3.0.070 CHAIR RAIL
_GER
(3) - 412 X V! SAS, EACH SIDE AS
®
SHOWN (%-THIN. PLATE EDGE DISTANCE
K-BRACE
6
L C-C FASTENER SPACING)
K-BRACE
p
®6
CORNER POST
3' ' x 0A50' MIN. 6063-T6
iLLOY PLATE OR STRONGER
E SIDE)
(3) - 012 SAS,
K-BRACE
EACH SIDE AS SHOWN
(YMIN. PLATE EDGE
GIRT (CHAIR
DISTANCE 6 C-C
FASTENER SPACING)
R
2x2xO.O93
O O
i5ro)
R
U
O �1' x 2' OLE PLATE OTHERN15E
FOUNDATION
�§• b CONCRETE ANCHOR (2 PLACES)
IN LIEU OF TYP. ;4' 0 CONCRETE
SCREWS FOR CORNER CMUMN
- - �_- -LATERAL "K" - BRACING
CONNECTION DETAILS
'(5) 1120/4' S.M.S
IX2 O.B. ATTACHFA TO BEAM W/
IxSXY' ANGLE 6' LONG
(2)-/10%' S,MS.'IWO SCREW BOSS
(TYP. EACH BEAM)
(1)-1/4%V0 S.S. THRU-BOLT
(2) Y'0.3' LG. B EACH ANGLE
W/'4 NUT AND WASHER
EACH SIDE OF BEAM";14
O 24' O.C.
lNOTED�0
D . TOS
Ix2 OB. TO SUPDi GURER
PACTA TO BE 2x6 NOR) SP.P.
WESTER RED CEDAR
STRUCTURAL GRACE 2 MIN
(4) J12x3/4' S.M.S.
)OR
(1) Y•0.2' LG. LAG SCREW 8 24,
OL ENTIRE LENGTH OF GUTTER
ORS
f OR SLOPED)
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Y'0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
i'-
(D Y(¢x2- LG. LAG SCREWS
(OR) (TYP. R EACH BEAM)
(a) /12x3/4' S.N.S. (1) R12XZ' SAS 2 12- o.c.
EACH LEG. (MAX) BETWEEN BEANS W/(2)
5' ar ]' SUPER GUTTER ANNGLECK CONTINUOUS
MIN. 0.090' THICK /1I
SECURE FASCIA TO EACH RAFTER Jill
V/ (1) Y'OxV LONG PAN HEAD LAG S1
BEFORE ATTACHING SUPER GUTTER
)OF BEAM TO SUPER GUTTER 01"
2
® 2 D.C.'CONNECTION DETAIL AI ' D. B.M.S. Y' CONTINUOUS BEAD OF CDNS nADHESIVE
COLUMN �
.t
Ix14' BY 2- LONG
ANGLE, EACH SIDE (TYP.)
co_y""�� BEAM STITCHING SCREVS (SEE TABLE) 2 24. OL
_ l
SPACE SCREWS
/ SPLICE PLATE (EACH SIDE OF BEAN)
EQUALLY (TYP.) F Y A A 5052-H32 ALLOY OR EQUAL. 1/8THICKNESS -
A/ ff
o
014x3' SCREWS
(� (x) M.) (xv) (uv)
p'1
BEAM LINE LINE SCREWS PLATE
,A, •B•q•C' TOTAL WIDTH
71i �t(f' Nx O 1p� OR T- 2x4 3 2 24 12-
��� l tNPT 4 VNEtOTa' 2x5 3 3 32 14'
1 VE a as `l 114x `4� 2z6n—, y44_0n
a 1)NT SN �aa•°i ;14-
2x7 5 4 56 16'
N� P1ptR. vN0 2x8 5 5 64 16' f
2x9 5 6 72 IB'
MANSARD BEAM
2z9(HV) 6 7 Be 18'
CONNECTION DETAIL 2XIO 7 7 96 118��
(3) 112A' S.M.S., EACH LEG AND MIN. (4) 1100' LONG S.M.S. IWO
(6) /12A' SAS. CHANNEL TO BEAM SCREW BOSSES (". ALTERNATNE)
(B) SCREW TOTAL
BEAM STITCHING 0 24' O.C.
(TP. TOP AND BOTTOM OF SMB
2x3x0.0]0 SEE TABLE FOR S2ES)
PURLIN
(4) #140W P' S.M.S.,
CR 2 SENS J�/1'llll JI,YIIIIII
EACH LEG (rmJ
HOLLOW POST
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
i `lxlx)6' B1Y 3' LONML' lie
U(E-FORMED RFCIEWNG [ NA ANGLE, M. SIDE (TYP.)
IAL N. 0.062- MATERTHICKNESS)
x 2 1/8' x 1' x 3' LC. (3) 012.v" S.M.S., EACH
C
P. PLTFRNADYE) LIED WT
ODE COM
ST. LUCIE 8
PURLIN TO ROOF BEAM
®C
CONNECTION DETAIL
2x3xO.045 FAVERAIL ATTACHED TO --•t—�
BEAMS WITH (3)-010.2' S.M.S.BESAM
2x PURUI: a ._. tom; `-•"`+�•,���` INTO SCREW BOSS. �� (+F _ �Y BE SLOPED OR MT
(MAY.BE!SLOPED— -�- a" (SEE PINJ FOR SIZE)
S.M.S. THRU. 2x3 ,��DR MT) .`Z, xu
INTO PURUN SCREW' ¢
_ (2)-01 5 MII= a WIDE WITH
INTO,UPRIG BEUI k (21/laxl'
1f' S.MS.^/0 2a' O.C. — — .� 2
n TN.Ix2 O.B. TO 2xJ.\-
c
I USE B10x1$' SZSV' O.C.
TO CONNECT Tr 14 O.S.TO 2.3.
STENm TO COLUMN/POSE (r f
M.S. IMO SCREW BOSSES PURLIN FASTENED TD COLUMN/POSE • yyf
(EACH E14% TYP.) WITH (a) #12x1' S.M.S. (EACH LEG) OF B� IYF.)'OR��1 510E W MIN., 3 MA%. C-C 4i
USING J§' THICK FIAT flM BENT )i 6
TO FB (" TDCX6 IAT B A/(/)/J/( {_) /12�' S.M.S. FACH 90E SPACING OF FASTENERS (TYP.
2M5 DEAN
FOR 2x5 COLUMN TO / Y• MIN BEAM E➢GE r
1 COLUMN/POSE P` COLUMN POS J DISTANCE YP.)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel:(813) 374-0321
tcvMalei Descri lion
p 1U 5 ISSUED
DO BY
St. Lucie
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM AS IATES, LLC
A# 268 7
P ox 1 039
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Drawing No. - 060811
SHEET 1OF3
3' MIN.
E
SEE PLAN FOR SZE
Z"i
1.2 0.97FASTENEO TO CORNER
SECDONWTH /14.0j' S.M.S.O
24' D.C.
2x2XJANCLE 2- LONE (EACH SIDE)
W/(2) Y.14�' S.M.S. TO POST
e 3 a 0.l H.O. GALV. UP. BOLT
W/ 2 1/2' MIN. EMBEDMENT
i
PURUN SUPPORT!
r=WMN/POST
2x2x1/B' . 2' LID. ANGLE
S.M.S. WRH MIN. '
W/ (4) /12x3/4' S.Y.s
EDGE DISTANCE
(EACH
NCR
CONCRETE NIGHER
W/2%' EMBEDMENT IWO
STR
S URAJ�SIDE) CONCRETE
(EACH
(EACH SEE)
w
w1U
�. Ya' ANGLE, EACH 510E (IYP.)
Wo CONCRETE ANCHOR
W/2)r EMBEDMENT INTO
STRUCTURAL CONCRETE
SE
E NOTE 10)
r 1'.2' O.B. SOLE PLATE
EDGE OF CONCRETE
AND 9- FROM'PCST.(TY
'y8
COWMN/POST NN
1.2 O.B. SOLE PLATE
O O
O
W�'1.L7I�lSl
V (TYP.) ..
NZ
Y' ANGLE, EACH SIDE (TIP.)
. %'O CONCRETE ANCHOR
- W/2)6' WSEOMENT IWO
STRUCNRAL CONCRETE (TIP.,
EE NOTE110)
f r1'i2ti O.B. SOLE PLATE
PURUN
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BEAM MY
_
Y('0.2Y.' CONCRETE BE MT
i�
SCREW ANCHOR O 24' 0.0t OR SLOPED
2S
AND 9' FROM POSE (1YP.)
9'
U
OF CONCRETE I' (TYP.)
^ PLAN VIEW
3' MIN.
It]
1-103,J
O.B. SOLE PLATE
I -
ANGLE
S.M.s
POST
2..24" ANGLE CUP, CUT
A 4T (+/-) ANCLE AND
ATTACHED TO THE SCREEI
BEAM WITH ONE (1) Y'0
BOLT,
B P
WOER N FENDWASHBOLT, EO TO BEAM OR E
DIACOM BRACING SHALL
ATTACHED TO ROOF PURU
24.0.093 BRACE J
_/ \ \y (SEE PLAN)
COLUMN
MAX. THICK BRICK PAVERS
IN MORTAR ON TOP OF FOOTER
09— . SOLE PLATE
f
Y' 0.5' CONCRETE SCREWS O 2C O.C. 2%' MIN. CONC.
1Y' CONIC. EMBEDMENT (MW.) EMBEDMENT (TYP.)
TYPICAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 P51, MIN.) W/6.6.10/10
W.W.N. OR RBER RDNFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.)
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• `UNDIMRBED SOIL OR COMPACTED
CRUSHED UMEROCK (SOX PROCTOR)
MIN. (1)-15 REBAR CONTINUOUS, SPUCE
MUST OVERLAP 20- MIN.
3' COVER (TIP.)
I.3 O.B. FASTENED TO CORNER
SECTION WITH g1O.2' S.N.S. W/
%' DW WASHER O 19' O.C.
�IQ O.B. TOP FRAME
CCRNER POST
-1. O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL REVIEW
CODE COP
ST. LUCIE
B®1ee
2500 PSI MIN. CONCRETE STRENGTH
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
„Tel: (613) 374-0321
ISSUED
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APPROXIMATE'
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COMPACTED OR
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UNDISTURBED SOIL/SAND
= W
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(1)—#5 REBAR, CONTINUOUS
C
l3' MIN.SPLICENC. COVER, 36- MIN.
- W
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12' MIN.-
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W
MIN. CONTINUOUS
PERIMETER
FOOTING
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ALTERNATE (1)
J LW[U
2.lx%' ANGLE
:.) 0
(4) 812-1Y' S.N..k"'
BRACE
DRAWN BY: DYK
21 PURUN2k1'Am
ANGLE (BRACE) W/
CHECKED BY: DYK
(4) y12�' S.N.S. O EACH
HEMS INTERSECTION
SCALE: AS SHOWN
DATE: 8111/06
O2406'
ANGLE 2' LONG ON
UNOERSIDEW/(4) j12W4' S.M.S.
BENT MAYEACH
LEG(BEANh BRACE)
BE MT
OR SLOPED
(2)glo.A' S.rj S.
DO YEON KIM, P.E.
OTP EACH END
BCE
FLA- REG. NUMBER 49497
(2) 81DxAA' S.M.S.
(SEE PLAN)
(TIP. EACH END)
ALTERNATE (21
ATES,LLC
DO KIve-361:01039
2x3 BRACE7
Tampa, FL 33679
PLAN - TYPICAL ROOF
Wx T
BRACE TO BEAM CONNECTION 1
4
FOUNDATION/SLAB DETAIL
Drawing No. - 060811
SHEET 2 OF 3
x O.B. OR
(2) Y4.O Y2- LG. LAG SCREW
EACH/ IDE [IF BEAM (TYP.) -
140/4" S.M.S.
ROOF EA
O
�S PED
.
2x2W8" ANGLE, EACH SIDE
(TYP.)
14x3/4" S.M.S., (4)
LEG (TYP.)
BEAM TO FASCIA CO
i4
FACIA TO BE 2x6 (MIN,)
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) 14'mx4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER ,
8
General Notes and Specifications.'
REVIEWED FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
BOCC
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
consideration. r. .
2. Concrete shall be minimum 28 day compressive strength of f'c=2500 psi, and be in accordan4e,.With the requirements of ACI 318.
Reinforcing steel shall have a min. yield strength of 40,000 psi (grade 40) and be proviEed°With cover in accordance with ACI 318.
rd
3. All dimensions are provided by contractor, DO Kim & Associates, LLC have made interp etafi&rls 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 sufficientsf`rength to hold the proposed addition. If
there is a question about the host structure, the owner (at his own expense) shall hire..anratchitect or engineer to verify host
structure capacity.
S. Screen density shall be a maximum of 18 x 14 x 0.013" mesh. Aluminum shall be 70054535Alloy, 6005-TS Alloy; for secondary
V. _..
components 6063-T6, Alloy based on industry standard shapes, thicknesses, and tolerarnces unless otherwise noted.
6. Unless otherwise noted, SMB shall be stitched with 11100/4" 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 edge distance and center -to -center distances as shown in this table.
C-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
°/u"
Y,"
#14 (1/4")
0.250
y2"
9. Structure has been designed to meet the 61" Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Va,, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. 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" (LTOs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
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DO YEON KIM, P.E.
FLA REG. NUMBER 49497
DO KIQCAS.SO1811ATES,LLC
7
039
3679
gesrr.7
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.
Drawing No. - 060811 1
SHEET 30F3
L
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