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CA_ # 26887,
C3O KIM 8. SOC_, LLC
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3- x 3',k OOSO' MIN. 6063-T6 ALLOY
RAT fGR STRONGER OWE SIDE) WITH
� 1 (3)12 x %' SAS, EACH SIDE AS
SHOW (�§' MIN. PLATE EDGE DISTANCE
I, FASTENER SPACING)
7
3' x 2' x OD50- MIN. 6063-T6
ALLOY PLATE OR STRONGER
081E SIDE)
(3) - 012 x 9'1 SAS,
EACH SIDE AS SHOWN
(Ye' MIN. PLATE EDGE
DISTANCE 6 C-C
FASTENER SPACING)
(5) 912x3/4- S.M.S.
1.2 O.B. ATTACHED T BEAM W/
(2)') 1/' S.M.S. INTO SCREWU-BOLT
Boss
All�1)-1/4'.if' S.S. TMRU-BOLT
y' Nam WASHER
O EACH SIDE OF BOW
C.
1x2 xO.B. TOs5 PER4.OUTPUT
(4) 812x3/4' S.M.S.
F BEAM
T OR SLOPED) -�
(4)) 812.3/4' S.M.S.J _
EACH LEG.
5' or 7' SUPER GUTTER
MIN. 0490- THICK
CORNER POST EAVE RAIL
<D
I- x 2' O.B. SA
PATIO SECTION PU
C-(
e 6' . 5' x 0450-
0 n 6063-T6 ALLOY PLATE -
0 (ONE SIDE) OR STRONGER
K-BRACE —
2.3.0.070 CHAIR RAIL
K-BRACE
K-BRACE
CORNER POST
V . 2- tOLE PLATE
0 CONCRETE ANCHOR OR PLACES)
.IEU OF TYP. Yi 0 CONCRETE
EVS FOR CORNER COLUMN
P ANGLE 6' LONG
B EACH BEAM)
y'0x3- LG. B EACH ANGLE
NGTO I
ATTACH
CONVEI
NOTED
FACIA TO BE 2x6 WIN) SPF.
NOTED
OR NESTER RE O CEDAR
STRUCTURAL GRABE 2 MIN.
(1) Yi 0.2' LG. LAG SCREW B 24'
SC. ENTIRE LENGTH GF GUTTER
SECURE FASCIA TO EACH RATTER TAIL
W/ (D %-o4- LONG PAN HEAD LAG
SCREWS
BEFORE ATTACHING SUPER GUTTER
-B12 x9
GIRT (CHAIR RAIL)
a SEE ELEVATIONS6I
FOR %' BRACE SIZE
1.146' BY 2' LONG -
ANGLE, EACH SIDE (TYP.)
(4) /14W SAS._` 1
2 sCREWS
EACH LED (TYP.)
HOLLOW POST J
i
i
EN ENCLOSURE BEAMS SHALL I
STRUCTURE CONSISTING OF
SMATTER FRAMING WITH MAX.
:GEED 30' UNLESS OTHERWISE
- ---- T� +7
/. ^1.�(Or BEAM STITCHING SCREWS CSEE TABLE) Q 24 OC
Y% S"
SPLICE PLATE (EACH SIDE BEAM)
2-H32 AL ,
SPACE SCREWS• p p 505LOY OR EQUAL,
1/B' THICKNESS �
EQUALLY )'
f $• � -
A
J
A Y. q6) M14x% SCREWS
LINE LINE SCREWS PLATE
BEAM •A' 'B'S,'C' TOTAL WIDTH
�pc}` ili l i fop 2x5 3 2 24 12'
uNC � SOZN' 2x5 3 3 32 19'
J W'
`'C 2x6 4 3 40 14'
B V M t� ++ 2x7 5 4 56 16'
VND x — ;:
2x9 5 6 72 18' /
MANSARD BEAM 2z9(HW) 6 7 BB 18'
• CONNECTION DETAIL 2xIO 1 7 1 7 1 96 4•18'
GIRT/CHAIR
MIN. (4) 810x2- LONG
SAS. INTO SCREW BOSSES
(M. ALTERNATIVE) .,
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
RevJDzl Description
2 S ISSUED
-
-' MIN. (4) BIDzY LONG S.M.S. Imo
S.M.S., EACH LEG AND SCREW BOSSES (M. ALiIItNATNE)
S.M.S. CHANNEL TO BEAM
TOTAL
O 24M O.C.
BEAM STITTOP
AND BOTTOM
2x3x0.070=��- SEE TABLE FOR SIZES) OF SUB
J
. 2 1/5 x 1 .
P. ALTERNATIVE)
I-214'-I
D TO U^
IS. a
.+ ram 2. PURLN s�y`.x .yIWO SCREW BOss. X V
/'" (M Mn ROPED 9V,yj/ ��•'
4' SA.S. THRU. 2x3
IL INTO PURIM sC W 2.5..125 ANGLE-2' WE WH I - -
".,((2)-/140- INTO BEAM h (2)-814x1'
—
Q
F-
W
ci
o
L)
W
Irr D
U
)
dL
OE.
EACH
J
/12A7 S.M.S.. EACH
(6) TOTAL C".)
Z
�
W
B)
W
sA.B. BF/M '
MAY BE SLOPED
(SEE PLAN FOR
CHECKED Br. DYK
SCALE: ASSHOWN
Yj
t�`u5E JIOxl)4' SAS. C 24. O.C. ) R:>
TO CONNECT TO 1.2 O.B. TO 2.5. -
•S DO YEON KIM, P.E.
a> Y4•m.2• LG. LPG SCREWS ) _ _ _ _ USE 810.1y, SAS. 0 24' D.C. FLA. REG. NUMBER 49497
(OR) *(MA)0
TO CONNEXTO 1x2 O.B. TO 2x3.
(TYP. B EACH BEAM)k6
012.2 SAS 2 12. 0c1.2!i5a FASTENED T COLUMN/PoST PURUN PF9IENED TO COIUMN/POST. .)
BETWEEN BEANS W/(2) �lOs`)j' SAS. INTO SCBDS' 90SSE5 � 4 (B) I12zy' S.N.S. EACH SIDE
O (n2x1' S.M.S. (EACH (EC1) OF BEAM (TYPJ OR $' MIN, 3 Yz' MAX C-C
`'x (EACH END, TYR. USING `� k7 DO KIM AkIATES, LLC
THICK CONTINUOUS +T 15'THICK MT HAR BENT ,,L (fi) /12�' S.N.S. EACH SIDE SPACING OF FASTENERS (TYP.)�E }x TO FO (6063-T6 ALLO) I`w DF BEAN FOR 2x5COWNN TO2x5 BEAM Ye' TAN BEAK E➢GE�IWSTANCE (TYP.)am
\ `I `COLUMN/POST �` COLUMN/POST /I�
SECURE FASCIA TO EACH RAFTER TAIL }�(`' / • 7. Z O'1.o
V/ (D ➢'0x4' LONG PAN HEAD LAG SCREWS'^z`
BEFORE ATTACHING SUPER GUTTER - •�".
...UOUS BEAD OP CONSTRUCTION ``'SIDEWALL POST / COLUMN TO PURLIN t` 4MAIN POST / COLUMN TO ROOF BEAM
0 2, O.C. ADHESIVE, CONNECTION DETAIL_ CONNECTION DETAIL
Drawing No. - 060811
_ : •t,Y_.��"� SHEET 1 OF 3
..� COWYN/POSE YANGLF, FACN 90E OYPJ
f S.M.S.WITH YIN. */2 CONIXi�� LHOR
2x 1/W x 2' LG. ANGLE ETE�N•I
/ W/ H /12x3/4' S.Y.S EDGE DISTNICE W/Ii(I E AL 0ON((I, INTO
C(
(EACH 90 SIRUCNBN. CONCR� m
� E NOTE 10)
ar'di e e iSe CONCRETE ANCHOR J 1'Q' MEW
0.9. 50 '_P1.
W/z76' %NONCT ITE t
STRUCTURAL CONCREIE
(EACH smE7
MIN. (TW.)-
YVI'aV CONCRETE
£N SCREW ANCHOR O 24" 0
rc AND 9' FROM POST C 0
�u )
SEE PLAN MR
FASTENED TO
WITI ,14x16'
MIN. EMBED
J§' S. MGM MR SIDE ".)
S1 MIN. 3§'
;E DISTANCE W/2 CONCRETE ANCHOR
STM EYBECMENTONCR INTO
SEE NOTE
CONCRETE (IYP.,
SEE NOTE 10)
�1'x2' O.B. SOLE PUITE
11 r. rr
s
3" MIN.
AND 9- FAOM POST
EDGE OF CONCRETE J 1 4 1- (TYP.)
PLAN VIEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL
PLAN VIEW
PLATE
2z5xY' ANGLE (2' LONG) V/ (2)-014
TEKS INTO TOP OF 2x3 CAVE RAIL AND (2)-
614 TEKS INTO THE FRONT OF THE CORNER POST
2'z PURUN
lx2 O.B. TOP FRAME
Zt
"
, CUT AT
2xZ*" ANGLJY'OMW-
Ix3 O.B. FA5IENED TO CORNER
CORNER POST
A 49 (+/ AND
SECTION WRN B10xz' S.N.S. W/
BFAE1 WY
ATTACHED CREEN ROOF
3$' m4 WASHER 018' O.C.
FUT
BEAN WRN Y."0 THRU-
4
^ BOLT• WITHWASHER.
1x O.B. SIDE WALL CORNER UPRIGHT
OR SLOPED
ATTACHED OR EAVE RAILDIAGONAL
BSHNL NOT BEATTACHED PURUN-2
0.093
(SEE PLAN
ELEVATION VIEW
CORNER POST / COLUMN
PLAN - TYPICAL DIAGONAL
ROOF
c , _
UPRIGHT DETAIL
- PGArF rnuucrTlnN
"S `/ y —tN COLUMN
TRIM BRICK PAVERS
OWAR ON TOP OF FOOTER
O.B. SOLE PLATE z
�x
Y' ex5' CONLNETE SCREWS o 24' O.C. `-236' MIN. GONG.
BEAM SUPPORT a (TYP.), IY2' CONC. EMBEDMENT (MIN.) EMBEDMENT (1YP.)
COW4N/POST �,
q
2x2x1/8' z 2' LG. ANGLE
W/ (4) 012x3/4' S.Ms TYPICAL FRONT VIEW OF POST TO
(EACH 90E) ij1
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2WO PSI, MIN.) W/6x6x1O/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y.]
4. a .R
Ae
a•+ e •
e.
FOUNDATION/SLAB DETAIL
`UNOISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (903 PROCTOR)
MIN. (i)-J5 REBAR CONTINUOUS, SPLICE
MOST OR AP 20- MIN.
3' COVEB (IYP.)
25DO PSI MIN. CONCRETE STRENGTH
e I
' Q d
e a _
Aa' COMPACTED OR
G. q I UNDISTURBED SOIL/SAND
o (1)-05 REBAR, CONTINUOUS
3- MIN. CONC. COVER, 36- MIN.
I[ —I LAP saucE
12' MIN.•
MIN. CONTINUOUS PERIMETER FOOTING
REVIEWED
CODE COMpI
\ST, LUCIE CC
BEVA ALTERNATE (11 ®
2xl4' ANGLE ®OCC
(4) ®12xY- S.M. BRACE
2'. PURUN 2'xlk'¢' ARGUE (BRACE) W/
(4) 112W4w S.M.S. O EACH
MEMBER INTERSWTION
e
O
O
e 2x246- ANGLE 2' I2 ON
uACH LEG 0IfI
112BR S.M.S.
BEAN MAY � EACH LEG (BEAM k BRACE)
BE FLAT
OR SLOPES
Kflox7Y.
P. MR
(T) . Mx R
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
BRACE
PUN)
ALTERNATE (2)
2x3 BRACE
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 KI v1e-.350039
CIATES, LLC
7
Tampa, FL 33679
FILE CO
Drawing No. - 060811
SHEET 2OF3
I
� I
Genera! Notes and Specifications.
1. Contractor shall field verify all dimensions before construction and shall 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 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, 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 #100/4" SMS at 24"o.c., top and bottom.
7. Connections using screw bosses shall have minimum (4)4104" 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
5/16
Y2"
#14 (1/4")
0.250
1/2"
5/8"
9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, Vdt, 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 IASD).
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. REVIEWED FOR
CODE COMPL IANI
STo L.UCIE C®UNI
BCCC
FILE
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 8 SOCIATES, LC
A# 26887
O Box 10039
(-7.70
I Drawing No. - 060811 1