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VIRCOM KIM, F-.IF=-
FL-^- L-IC--- NUMBER 49497
(--^. W 26887
CO KIM,& ^asc))e;t' 9--
R-C> - BOX10"9
-lr^mp^, FL./)kd679
(813)
3' x 3' x 0.450' MIR 6063-T6 ALLOY
PLATE OR STRONGER GORE SIDE) WITH
(3) - 612 V SAS, EACH SIDE AS
SHOWN (B§' IR PLATE EDGE DISTANCE
M C-C FA ENER SPACING)
3• x x 0050 MIN. 6063-T6
BLLO PLATE DR STRONGER
NE SIDE)
EA , Q2 x 0'i SNS.
FACy SI➢E AS SHOWN
IR PLATE E➢GE
B CE 6
PASS NER SPACING)
FOUNDATION
MAR 1 1 2020
ST. Lucie County, Permitting
5) B12x3/4" S.M.S.
Ix2 O.B.,ATTAHED TO BEAM W/
(2)-BI xY S.MS. 1W0 SHEW BOSS
'W/ Y/L,T H NUAND WASER OLT
0 FACH OF BEAM
B12x2' SM.S. 0 2C O.C.
Ix2 O.B. TO SUPER DARER
(4) 012x3/4' S.M.S.
ROOF BEAM
(MT OR SLOPED) .
(4) 012x3/4' S.M.S.-)
FAH LED.
5' o, 7' SUPER GUTTER
RIM. 0090" THIH
JPOST
E RAILc�
(11
I' x E. O.B. SA
PATIO SECTION N
C-f
6• x S' x OA50'
6063-T6 ALLOY PLATE
(ONE SIDE) OR STR@ R
K-BRACE —
2x3xO.070 CHAR RNL
BRACE
K-BRACE
V x 2' CCLE PLATE
0 CONCRETE ANCHOR (2 PLACES)
IEU OF TYP. Yi 0 CONCRETE
EWS FOR CORNER COLUMN
)@ EACH BEAM)ONG
Y'0x3' LG. @ EACH ANGLE
NOTE'
ATT40
CGNVE
FACIA TO BE 2x6 OUR> SPF. OVERH
/ OR WESTER RED CEDAR ��
STRUCTURAL GRADE 2 MIN.
(1) Y'0x2' LG. LAG SCREW @ 24,
D0. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
V/ (I) Y.•0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
C❑R)
TAU --Ole x �'
5"0BE STITCHING SCREWS SEE TA') 26•-4+`.�w� '
S" �:z—,
9 EDGE N.(Y2 MVt
EDGE LISTANCE 6
ASTENER SPACING)_
SPACE SCREWS
SPLICE PLATE (EACH SIBS ,1 BEAM)
A A SOS2-M32 ALLOY OR EQUAL, 1/B' THICKNESS
\.�
EQUALLY (TYP.)
COLUMN
(1) Yi Rx2' I.G. LAG SCREVS
(TYP. @ EACH BEAM)
(D #12x2• SAS @ la. 0.c
(MA)O BETWEEN BEAMS
If,' THIH CONTINUOUS
® 0 0 1 y LT(Pl
P`y
Y �•
N e�o ltW fp0.1°tFS�I
i NYE to
. •1
GIRT (CHAIR RAIL)
�F\ H00
1.14' BY 2' LONG -
AMGLE. EACH SIDE (TYP.)
(4) 014W S.M.S..
2 SCREWS
FACH LED (TYP.
HOLLOW POST —
014xi'i SCREWS
(�)
dx)
BEAM
LINE
A
LINE
'B'6'C'
SCREWS
TOTAL
PLATE
WIDTH
2.4
3
2
24
12,
2x5
3
3
32
14'
2x6
4
3
40
14'
2x7
5
& 4H
1pj? i�
BUB
5
5
2x9
5
6
72
IDS
2x9<HV)
6
7
BB
�`IB'
2z10
7
7 �
001196
IB'
MANSARD BEAM
CONNECTION DETAIL
(3) B12xlj' S.MS.. EACH LED AND MIN. (4) B10x3" LONG S.M.S. IWO
((6) 112,A' S.N.S. CHANNEL TO BEAM SCREW BOSSES (TOP. A.TERMITvE)
(e) SCREW TOTAL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
1eVJDa1e Descrl Qon
.7,m ISSUED
BEAM SIRCHING 0 24 O.C.
(GYP. TOP AND BOTTOM OF SUB J
2x3x0.0�01_ a: SEE TABLE FOR SIZES)
i" x 2 1/8" x 1" x W L0.
(TYP. ALTERNATIVE)
CHAIR RAIL / GIRT TO POST
nn MAx.
'NERVISE
CONNECTION DETAIL
AA
2.3.0.045 EAVER4 ATTACHED TO
BEARSC(3)' BI Ox2" S.M.S.
INTO 5
PURUN
BOSS.
.�,
'
,4l S M S. THRU. 2x3OR
INTO PURUN SCREWT�
�.
IL
ti{
2x5x12 ANOtE-2' WIDE WITH
(2J-/JP INiO BGM h (2)-B14x1 =
L
GI
IMOdE90(IPRIOM.
Ix1)4" S.MS. 6 24' O.iECT TO Ix2 O.B. TO
*1)
8NNECT' S.N.S. O 2. O.C.
� TO CONNECT TO 1x2 0.8. TO 2x3.FASTENED
TO COLUMN/UN
IWO SCREW BO(9)
FASIENEO TO COLUMN/POSTS.M.S.
(4) B12v1' S.MS. (EACH LEG)(EPCH
B12xY'S.N.S. FAH SIOE-
ENO.
G )6" THICK MT BAR BEM
OF BE1M (1YP.) OR
(6) /12xY" S.M.S. EAH 90E
iR (60fi3-Tfi ALLOY)
OF BEAM FOR 2x5 COLUMN TO
UMN/POSE
2x5 MAN
PURLIN TO ROOF BEAM
CONNECTION DETAIL
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BY:
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CHECKED BY.
1
SM.B.BEAY
SCALE
I
MAYBE: SLOPED OR FLAT
T(sEE PLPN,FOR S12E)
DATE:
T *)14-° o
3 16' MAX C-C O�
OF FASTENERS (TYP.)
SEAM EDGE
. (TYPJ 4'evvi
OT
Cot - �7.r
DO YEON KIM, P.E.
FLA REEG.N�NUMBER 49497
M�AS30C )O KIIATES. LLC
BIOx3/4" S.M.S. I- Y' CONTINUOUS BEAD
0 2' O.C. ADHESIVE J
Drawing No. - 060811
SHEET 1OF3
.i�COWYN/POSE '�1§' ANGLE EACH SIDE (M.) "}
l SL.S. WITH MIN. �§` CONCRETE MICHOR Bum ~ 2.2.1/B• z 2' LC. ANGLE
y- (EACH )SIDE) /4' S.N.S EDGE DISTANOE 5Wi/RUCfiVRAL INTO
Mr
O O %'0 CONCRETE ANCHOR 1•xT 3'tl B. BOLE- �TE
e e SIRU EM. CONCRETE
INTTE \ z'. PURUN
STRUCTURAL CONCRETE
(EACH SEE)
y y.• .•/ 2.2x1y ANGLE CUP, .�UT AT T.3 O.B. FASTENED TO CORNER
..a. + • . -:•, (�jj A 45' (a/-) ANGLE ANTI SECTION WITH JIN2• S.MS. W/
MIN. CIYP.) •+ • °-I }( y BEAM MAY ATTACHED TO THE SCREEN ROOF i5• DIA WASHER o la- O.C.
rc� y'0.4 CONCRETE BE FLAT BEAM WITH ONE (1) y'O,THRU-
sZ SCREW ANCHOR C 24' O.C. OR SIDPm ^ BOLT, WITH SEW WASHER.
O AND 9• FROM POST (M.) /) (` DIAGONATTACAL.
TO R BEAM OR EAVE RAIL
BE
OD ATTACHED TO ROOFNG SPU�RUN] SOT BE
n
SEE PIAN'FDR SZE
1.2 O.B. FASTENED TO COME
SECTION WITH 1141y S.M.S.1
24. O.C. I/
MIN. EMBEDMENT
1.2 O.B. SOLE PLATE
,-\1
HiOGa]
2.20.093 BRACE
2x5x1�' ANGLE
TIXS INTO TOP
#14 TIXS INTO
�lx2 O.B. TOP FRAME
CORNER POST
-I. O.B. SIDE WALL CORNER UPRIGHT
(SEE PUN) ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
THICK BRICK PAVERS
I,gRTg6 ON TOP OF TOOTER
O.B. SOLE PLATE 2=
�TO,CONCRETE �`,.� �'f.•. '::.':''�:: '•: •:. A...�:a... ,
CONNECTION DETAI
SEMI SUPPORT' Yi 0.5' CONCRETE SCREWS O 24' O.C. `-2i§' MIN. GONG.
I.S :WITH NIN. �§• µme• EACH SIDE (TYP.) COWMN/POST , GYP.). 1)y' CONC. EMBEDMENT (MM.) EMBEDMENT (1YP.)
EA DISTANCE %'0 CONCRETE ANCHOR
W/Zi§- EMBBEMENT INTO 2.2.1/8' . 2• LO�GLE
sT UGTURN CONCRETE mP., W/ (4) e,2x]/4• s.4s TYPCIAL FRONT VIEW OF POST TO
SEE NOTE 10) (EACH ME)
C L 112. O.B.SOLE PLATE FOUNDATION CONNECTION WITH PAVERS
i e e
0 0 0 0
POBT 1 1
\I I
.. •.. �. • ]' MIN.
AND 9- FROM POST
1z2 O.B. SOLE PLATE
I
EDGE OF CONCRETE
NV
PLAN VIEW
4 °
4.4
8'MIN])
FOUNDATION/SLAB DETAIL
4' NOMINAL CONCRETE SUB
W�WY. PSOR.
FIN FpNFORCE10
[POLYPROPYLENE FIBER -
IS POUND (MM.)PER C.T.]
4'
°4• '
4
e '
�UNDISTURBEO SOIL OR COMPACTED
CRUSHED UMEROCX (90% PROCTOR)
MIN. (I)-15 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20• MIN.
3- COVER (1YP.)
POST DO K I M
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (613) 374-0321
ISSUED
2500 PSI MIN. CONCRETE STRENGTH
:e • 4
KIMATE
G
a' G
e' a .
I
a
(q
�I
ea- .'
COMPACTED OR
Q
Q. q
UNDISTURBED SOIL/SAND
�
— W
d
(1)-05 REBAR, CONTINUOUS
C �
3' MIN. CONIC. COVER, 36" MIN.
LAP SPLICE
LL
0ly
U
I I —I I
3� IT�r
- �.
RE
C O
12• MIN.*
J
y Z
W
L Z
MIN. CONTINUOUS PERIMETER FOOTING a) W
(4) 812.Y:
2•. PURUN
BEAM MAY
BE MT
OR SLOPED
(2) elo.A
T9. EACH
(2) OXA
. EACH
(L
=
(D
J
ALTERNATE UI
W U
LU
U
2x1xk• ANGLE
U
BRACE
DRAWN BY:
DYK
CHECKED BY:
DYK
2•.171ly' ANGLE (BRACE) W/
(4) B1�_ S.M.S. O EACH
$DALE:
A$SHDWN
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
fi ANGLE 2• LONG ON
RSDE(/(4) 112.Yi S.M.S
LEG (BE4M k BRACE)
3RACE
PLAN)
ALTERNATE (2)
2x3 BRACE
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM&AS..,CIATES,LLC
0039
Tampa, FL 33679
Drawing No.-060811
SHEET 2OF3
(4)VO THRU-BOLT
V/ It' WASHERS
DOUBLE SAB. I
(SEE PLAN FOR
(4)-%'0 THRU-
V/ It' WASHER
NOTCH POS'
ACCEPT BE,
2x SMB
UPRIGHT OR O.B.
(SEE PL
FOR SIZE 8
LOCATION) J
114. 4' O
S.M.B. BFAM
(SEE PUN FOR SIZE)
NOTCH KNEI: TO ACCEPT BEAM
FASTEN VII.' wr, '014x%' S.M.S., DOUBLE BEAM (PATIO/S.M.B.)
EACH SIDE. OR (2) )'; 0 TWU BOLTS
V/ WASHER & NUT.
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
1D I ENGINEERS
(1)-/IOxY' OO.C. OR PO Box 10039
(1)-814x)'; O 24'' O 4.4.0.125 KNEE BRACE
.0 B.M.S. i'/' Tempo, FL 039
AT MIDHpGFR OF BEAM
3679
Tel:(813) 374-0321
(1)-/B& S.u.S. 2id>d§' ANCLE (EACH SIDE) I
O 24' O.C., TOP _ (ALTERNATN'E),_CONNECTLKNEE-BRACE_..
@BOTTOM �/ O .� W PPUTE_Oq S RONGLRCHANNASTEN.— Rev.lpal Desrri lion
--+ ' (B) ®14�2xi; B.N.S. EACH
SIDE
WITH c4)Y#14X91 SMS EACH SIDE
rr DOUBLED BEAM OF O -pR (2) Y'0 BOLTS V/ WASHER 6 NUT. p)p ISSUED
(SEE PLAN FOR SIZE) O
EAU STITCHING SCREW O 24' O.C. �a ---"—
'k(ttP. TOP AND BOTTOM OF SMS) N^
KNEE BRACE LENGTH 0
� r24' MIN.)
TYP. BEAM TO DOUBLE CARRIER (4)-#14.% S.M.S. A
POST (SEE PIAN FOR SIZE) (3)-%'0 THRU BD_T
V/1Y; 0 WASHER
BASE INSERT Y/Uf' VERTICAL
LEGS )6' THICK 6➢63-T6 ALLOY
DD NOT rc CAST, Al IN RAC (TYP,)
(O-%'O HOT DIPPED GALVANIZED
WEDGE ANCHORS W/ 2Y' MIN. EMBEDMENT
O O O IWO CONCRETE.
TOP OF CONCRETE
4" OR 5" POST TO CONCRETE
CONNECTION DETAIL
POST (SEE PIAN FOR SIZE) (3)-%'0 THRU BOLT
W/114'0 WASHER
4' HA$E INSERT W/1)6' VERTICAL
LEGS Y' THICK 6063-T6 ALLOY
DO NOT USE CAST A UK BASES (TYP.)
(4)-%'0 HOT DIPPED GALVANIZED
VERGE ANCHORS V/ 2Y- MIN. EMBEDMENT
TOP OF CONCRETE
4x4x0.125 POST TO CONCRETE
CONNECTION DETAIL
KNEE BRACE CONNECTION DETAIL
General Notes and Specifications:
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepancies for immediate
Eonsideration.
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 7005453 Alloy, 600545 Alloy; for secondary
components 606346, Alloy based on industry standard shapes, thicknesses, and tolerances unless otherwise noted.
6. Unless otherwise noted. SMB shall be stitched with #10x3/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (41410x2" per connection unless shown otherwise.
8. Unless Otherwise shown. screws shall havP minimum Pdno dic4anro e..A ....d• I... .-_a_- j:_(
this table.
CD SIM)wT) In
C-1022 Low Carbon Steel SMS & Self -Drilling ITEM Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#14 (1/4")
0.250
Y2
s/e"
9. Structure has been designed to meet the 6- Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, VM,, 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 (ASCII.
!r '' 10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
2' MIR EDGE
DISTANCE (TYP.) 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.
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BY:
AS
DO YEON KIM, P.E.
FLA, REG. NUMBER 49497
DO KIM 8 A IATES, LLC
6887
ox 10039
Ta L 33679
S, �L7.7-o
Drawing No. - 060811 I
SHEET 3OF3