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FLA_ LIC_ MLDM 887 49497
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BY
St. i_ucie County
1
_- CORNER POST
�� O
e
3• x 3' x GO I.
MIN 6063-T6 ALLOY
PLATE OR STRONGER (ONE SIDE) WITH
(3) - 012 of %' SHS, EACH SIDE AS `
SHOWN (967 MIN. PLATE EDGE DISTANCE
L C-C FASTENER SPACING)
CORNER POSTiO' '
OR MIN STRONGER
OR STRONGER
x 2. MILE PLATE
0 CONCRETE ANCHOR (2 PLACES)
RAIL
6' x 5- x 0.050-
6063-T6 ALLOY
(ME SIDE) OR S
K-BRAt
2.3.0.070 CHAIR 5
K-BRACE G1
6 SPACE SCREWS
EQUALLY (IYP
- Co ; : J -r
® 'A
GIRT (CHAIR
^�. _ - --BEAM STITCHING SCREWS (SEE TABLE) 2 24- 0 .
S` SPLICE PLATE (EACH SIDE OF BEAR)
1 A 5052-1432 ALLOY OR EQUAL, 1/8' THICKNESS
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BEAM
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LINE
'B'S'C'
SCREWS
TOTAL
PLATE
WIDTH
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3
2
24
12-
2x5
3
3
32
14'
97"
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2x7
5
4
56
16'
2x8
5
5
64Wt6-
2xg
5
6
722x9(HW)
6
7
882x10
7
7
96
r,
. SEE ELEVATIWRS _ rGI
FOR 'K' HRACE/SIZE -�
CODE COMPLIANCF� 112W &M.S EACH LEC AND - MIN. (4) BOSSES
LONG S.N.S. INTO
6) j12,06• BMS CHANNEL TO BEAM SCREW BOSSES (IYP. ALTF]iWVNE)
\\. ST• LUCIE COU `1�\y\i\\�\(9) SCREW TOTAL BUM STITCHING O 24' G.GTop AND BOTTOM .
BOCC\\ PURLIN 70 / SERE TABLE FOR ES) OF SMB
s' LATERAL "K" - BRACING _ 1.14' BY 2• LONG
CONNECTION DETAILS _ ANGLE, EACH SIDE In O2x3x0.W0 GIRT/CHAR MAIL
(BEE PIAN) Ixlx1§• BY ]' LONC
BRAKE -FORMED RECIEMNGBRAKE-FORMED�H�NR PNGLE. EACH SmE (TRJ
(MIN. 0.062' MATERIAL _THICKNESS)
1' x 2 1/8' x l x] LG. (3) �12r$' SA.S., EACH
ALTERNATIVE) LEG (6) TOTAL (TIP.)
MIN. I ®IO SCREW
LONG
(4) A144- S.M.S., S.M.S. INTO SCREW BOSSES
2 SCREWS 0`YP. ALTERNATIVE)
EACH LEG (1YPJ S.M.B. POST
- A ) 11 J%�S.MS. �"-'�;- HOLLOW POSE
1.2 O.B. ATTACHED TO BLX'W/ I.Sxy. ANGLE V LONG PURLIN TO ROOF BEAM
(2)-/10X2' S.M.S. IMO,SCREW BOSS (TYP. R EACH BEAM)
(I)-1/4'xg' ssliHRU-BOLT (2) y0x3' LG. 2 EACH ANGLE -CONNECTION DETAIL
WIN NUT. AN0 WASHOR NOTE, PRIHARY,,SCREEN ENCLOSURE BEAMS SHALL HE
O EACH SIDE OF BEA4 ATTACHED TO ImSL STRUCTURE CONSISTING OF CHAIR RAIL / GIRT TO POST
CONVENTIONAL TRUSS/RAFTER FRAMING VITH MAX.
.2x0. S.M.S. O R O.C. FACIA TO BE 2.6 (MIN) S.P.F. OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE CONNECTION DETAIL
x2 O.B.'TO SUPER GUTTER - / NOTED ON PLAN OVG. ... •-�
\r OR WESTER RED CEDAR xi`
STRUCTURAL GRADE 2 MIN. _ ' -- -' - 2x3x0.045 UVOWL ATTACHED TO -•-`-'
;�812x5/4- SA.S. (U Yi0x2- I.G. LAG SCREW 2 24• BEANS WITH (J)-�10x2' B.N.S.=.e �^ ,��~ -''-� "SMB BUM
B.C. ENTIRE LENGTH OF GUTTER 2a PURUN - - - `- .,, `• INm SCREW BOSS. -iJ `O F�\;- MAYBE SLOPED OR MT
(MAY, BE -SLOPED X e (SEE PLAN FOR SIZE)
BEAN SECURE FASCIA TO EACH RAFTER TAIL ..-( FLAT) �
OR SLOPED) V/ (Il ➢'0x4' LONG PAN HEAD LAG SCREWS {2)-810x4- S.M.S. THRU. 2x] -- — - -- - --�
{� HEfORE ATTACHING SUPER GUTTER CAW
RAJL INTO PURUN SCRM, ., 2x5x.125 ANGLE-2�WOE WITHBOS- - ��``•
. T � Nio,UPMG Mo'BEAM k (2)-B14x1' yJ
2xYJ§'IANGLE,� FACH'SIpE-' -+ TO CONNECT TO 1r2 O.B. TO 2x3.
:Oft.2zB;5M8.UR"VERGER. q\
TO CCN ECTj OS.Ix O 24' O.C.
(D Y'0x2- LG. LAG SCREWS 11 In CONNECT TO lx2 O.B. TO 2z3.
❑ fl 1 (TIP. 2 EACH BEAM)
l IC / (D k12x2' SAS 2 12' o.o 1.2 O.B. FASTENED TO COLUMN/POST pVRUN FASTENED TO COLUMN POSE I'�
EA p12x3/4' S.M.S. (MAX) BETWEEN BEAMS W/(2) N109'IY' SA.S. INTO SCREW BOSSES / 9) /12xh' S.N.S. EACH SIDE
EACH LED. WON (4) Q12x1' S.M.S.(EACH LED) 1( _
p JJJ (EACH END, TYP.) OF BEAN (TIP.) OR PACIM. Ifi- MAX
C-C RYP.)
A THICK CONTINUOUS n) USTNG ( THICK MT BAR BEM I(g) j12xY S.N.S. EACH SIDE )
5' or 7' SUPER GUTTER ANGLE / TO FIT (606]-T6 ALLOY) OF BEAM FOR 2.5 COLUMN TO e
MIN. 0490- THICK I 2x5 BUN W MIN. BEAM EDGE
DISTANCE (TYPO
COLUMN/POST
1` \„ COLUMN/POST
1 SECURE FASCIA TO EACH WAD LAG SC �.,
BEFORE ATTACHINGGSUPERIGUDTER SCREWS
tr ROOF BEAM TO SUPER GUTTER SIDEWALL POST / COLUMN TO PURLIN MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL B10x3/4 B.M.S. Y.' CONTINUOUS HEAD OF CONSTRUCTION _y l
O 2' G.C. ADHESIVE _ - CONNECTION DETAIL - CONNECTION DETAIL
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO BOX 10039
Tampa, FL 33679
Tel: (813) 374-0321
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AS SHOWN
Lucle GOUT
DOYEON HIM, P.E.
FLA. REG. NUMBER 49497
DO KIMVASIATES, LLC
8 7 039T9
1, CI 4
Drawing No. - 060811
SHEET 1OF3
J'
PURUN SUPPORT-
COLUMN/POST'_.-�'
J2xh1/8' x 2' LG. ANGLE S.M.S. WITH MIN.'
+%+ W/ (4) /12x3/4' S.M.S EDGE DISTANCE
(EACH SIDE)
O O
CONCRETE ANCHOR
0 0
W/2W EMBEDMENT INTO
STRUCTURAL CONCRETEx
-
(EACH SIDE)
f--
SEE PLAN FOR SIZE
9Al
Ix2 O.B. FASTENED TO CORNE
SECTION WITH /E4xUQ S.N.S.1
24' O.C.It
2.W ANGLEI2' LONG (FACE
JV MGM EACH S1DE (TYP.)
VO CONCRETE ANCHOR
V/2)6' EMBEDMENT IWO_-
TTRUCTURAL CONCRETE
�I.x2;O.B. SOLE PLATE %RUN
1e
WA' ANGLE'CUP, CW AT
i, A 45- (+/-) ANGLE AND
• •• ' V'V, am MAY ATTACHED TO THE SCREEN F
BE MT BEAM WITH ONE (11 Y�0 THI
OR SLOPED BOLT, WITH FENDER WASHER
�,Y �/'�( ATTACHED TO BEAN OR EAVE
Y.0.2Y- CONCRETE O / \ DIAGONAL BRVDNGISHALL N(
SCREW M'CHOR O 2C O.C. �' '1T ATTACHED TO ROOF PURUNS
AND 9' FROM POSE (TYPJ \1�
rl (SEE PLAN) I
CONCRETE 9' COLUMN/POST Y
:TAIL ,u O.B.SOLE PLATE 111 _PLAN -TYPICAL DIAGONAL ROOF
j - BRACE CONNECTION
91
�J 'EDGE OF CONCRETE
WN
PLAN VIEW
uaE 1•i-_ _
CORNER POST / COLUMN IfA
TO FOUNDATION
CONNECTION DETAIL
S.N.S. W11)1; NIN.' )6' ANGLE, EACH SIDE (TYP.)
EDGE DISTANCE %'0 CONCRETE ANCHOR
W/2)6' EMBEDMENT INTO
STRUCTURAL CONCRETE DTP
�1'x2' O.B. SOLE PLATE
1.,
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a.s ..
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(TYP.)
y
Y CONCRETE
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W DI4 WASHER O 18' O.C.
PSI MIN. CONCRETE STRENGTH
COMPACTED OR
UNDISTURBED SOIL/SAND
(2)-85 REBAR, CONTINUOUS
3' MIN. CONC. COVER, 36' MIN.
LAP SPLICE
LARD TYP. CONTINUOUS PERIMETER FOOTING
DOTER
POST
DO KIM
& ASSOCIATES, LLC
M OF 2.3 AN ®2- LONG3 V/ C2 M nNn (V C O N S U LTI N G
RA
I TEKS INTO THE FRONT OF THE COMM POST STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
14 0 8. TOP PRIME Tel: (813) 374-0321
CORNER POST
-Ix O.B. MBE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIG9BT/f, D FOR
CODE COMPLIANCE
ST. LUCIE COUNTY
B®CC
(1) W�IMW 3- OFF EDGES1(IYP.)'
1'Y2. O.B. (TNT.) —
NOTE
FOR BLOCK FRAMED HOUSES USE
/14.A. CONCRETE SCREW
a 18' 0-C., I WT HIN 3'
OF EDGES (TYPJ
WOOD FRAME WALL
TYPICAL SCREEN EDGE TO STRUCTURE
CONNECTION DETAIL
4' NONINAL CONCRETE SLAB
10
WZW.MM. OR ' FIBER REINFORCED
[POLYPROPYLENE 11801 -
1.5 POUND (MIN.)PER C.Y.]
x•• 44 .. 4.., �.
4
.• `UNDISTURBED SOIL OR COMPACTED
CRUSHED LIMERUCN (90% PROCTOR)
I MIN. (1)-15 BEGAN CONTINUOUS. SPLICE
1--^� MUST OY 20• MIR
YP.)
J' COVER D.)
8 ORN.)
EXISTING FOUNDATION/SLAB_DETAIL
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SCALE: AM•I
DO YEON KIM, P.E.
FUl REG. NUMBER 49497
DO KIKA ASS L' Tl LLC
AO 87
P IOD39
Tas 79
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
Drawing No. - 060811
SHEET 20F3
DOUBLE
(4)-%'0 THRU-BM
V/ It' WASHERS
SN.BEAM
(SEE P F
(SEE PLAN DR SIZE
,(4>_%'0 THRU-SILT
V/ p' WASHERS
NOTCH POST TO
ACCEPT BEAM
POST
Q14x 4' O 24' O.C.
r(1)-B1CW O 12' D.C. OR
(-(fi{x➢i 4HC O.S.M.S.
AT MID 2
H e BEAV-
t S.M.S.
O 24' O.C., TOP -
&BOTTOM
DOUBLED BEAM
(SEE PLAN FOR SM) —
\-.,
S .
BEAM SPITC\HI(IG SCREY! O 24' O.C.
(TYP. TOP AND BORON OF SUB)
f POST (SEE PUN MR SIZE) (3)-%'0 THRU BOLT �(
WAY-0 WASHER
BASE INSERT V/062' VERTICAL
LEGS M' THICK 6063-T6 ALLOY
OD EDT USE [AST A7., BASES (TYP.)
(4)-'0 HOT DIPPED GALVANIZED
WEDGE ANCHORS V/ BY MIN EMBEDMENT
O O O INTO CONCRETE
TOP OF CONCRETE :.
EJ
4" OR 5" POST TO CONCRETE 0 -HIM EDGE
CONNECTION DETAIL=_
Yi S.M.S.
1OF 2.
T IMO
12' O.C..
POST (SEE PUN FOR SIZE) <3)-%-o THRU BELT
V/IY:O WASHER
2x SUB 4- BASE INSERT W1uI VERTICAL
UPRIGHT OR O.B. LEGS S§' THICK 6063-T6 ALLOY
FOR SIM (SEE DO WT USE CAST At UN RACES (TYPJ
ZE & LOCATION) (O-VO HOT DIPPED GALVANIZED
WEDGE ANCHORS V/ ZY' MIN. EMBEDMENT
O O OI INTO CONCRETE.
TOP OF CONCRETE :. ,..
.. q''
4x4x0.125 POST TO CONCRETE 2- MIN. EDGE
CONNECTION DETAIL DISTANCE (TYP.)
S.M.B. BEAM
�: (SEE PLAN FOR SIZE)
NOTCH KNEE BRACE TO ACCEPT BEAM
FASTEN WITH (6) DION4' S.M.S.,
EACH SIDE. OR (2) Yi 0 THRU BOLTS
DOUBLE BEAM (PATIO/S.M.B.)
V/ WASHER 6 NUT,
,l
(
(
1
`4x4N.125 KNEE{BRACE,.
-2x2zk' ANGLE (EACH SIDE)
814-2W SMS. EACH SIDE
OF BEAM
-
-
(AETFRNATIVE)'CONNECrS((.EE.➢R10E"�•"
W 0050'-1THICR10�tGNN'0.'S16D63-T�691
3 O,�-Y�VifE:OR
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.FOR <y Y O BELTS'Y/)11gSHER 6 NUT,
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SHS.
KNEE BRACE CONNECTICIR WED FOR
CODE COMPLIANCE
Genera( Notes and Specifications: Si. LUCIE COUNTY
1. Contractor shall field verify all dimensions before construction and shall notify engineer of discrepandegrW3P rt/�++Qate
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, 00 Kim & Associates, LLC have made int`erpiretations 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)411W" 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
1/,6
Y2
#14 (1/4")
0.250
+112
9. Structure has been designed to meet the 61h Edition FBC (2017 FBQ. Project is sited where the ultimate design wind speed, WI, 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) 37"321
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DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KICIATES, LLC
gx2C887
0039
Tampa, FL 33679
cv'11
I Drawing No. - 060811 I
SHEET 3OF3
903 311A
ne "dP1-