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neral Notes and Specificatio,
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 8 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 lat 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.
1. Connections using screw basses 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.
1-1022 Low Carbon Steel SMS S Self -Drilling ITEK) Screws (Industry Standard Screws)
Screw
Nominal Screw Diameter
(in)
Minimum Edge Distance
Minimum Center to Center
Distance
#10
0.188
)/_"
#14 (1/4")
0.250
9. Structure has been designed to meet the 6" Edition FBI (2017 FBCI. Project is sited where the ultimate design wind speed, Vult,
is 150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4.
2017 FBI reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASCII.
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
1.14' BY 2' LONG -
11. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-1128. Composite panel skins shall be of aluminum alloy 3105-H15 ANGLE, EACH SIDE
or 3105-H25.
12. 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.'1---��"``'
(5) e120/4' S.N.S.
ED TO BEAM W/
.S. Iwo SCREW BOSS
S.S. THRU-BOLT
/121,2' S.M.S. 0 24'
Ix O.B. TO SUPER (
(4) f12x3/4' S.M.S.
ROOF BEAM
(FLAT OR SLOPED)
(4) 812x3/4' sms.-1
EACH LEG.
5' or 7' SUPER GUTTER
KIN. 0.090' THICK
ANGLE 6' LONG
e EACH BEAN)
y'Ox3' LG. a EACH ANGLE
FACIA TO BE
dDOD DEPTH,
RED CEDAR
(1) Y'Ox2' LG. LAG SCREW a 24'
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
V/ Cl) K'0X4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(11R)
11ox3/4'
0 2' O.C.
(1) Y'0x2'pEG. LAG SCREWS
(TYP. it EACH BEAM)
(1) 1112x2' SAS a 12' o.c
(MAX) BETWEEN BEAMS
THICK CONTINUOUS
ANGLE
SECURE FASCIA TO EACH RAI
V/ (1) Y10x4' LONG PAN HE
BEFORE ATTACHING SUPER GI
Y{ CONTINUOUS BEAD OF CONSTRUCTION
ADHESIVE
2 SCREW •• S.M.S..
EACH LEG (TV.) .
HOLLOW POST -
(2) #10x4' S:M.S: THRU. 2x3
aA RAIL INTO PURUN SCREW
BOSSES
S.M.S. 0 24' O.C. -
TO 1.2 O.B. TO 2.3.
O.B. FASIENEO TO COLUMN/POST
M11$' SN.S. INTO SCREW Bossrs
(EACH ENO. TV.)
SPACE SCREWS %' A
EQUALLY (TYP.)t'
mQ
A
J
�f
J
`'h) 8 JNE A l•••
I-,
e)
e
BEAN STITCHING SCREWS (SEE TABLE) a 24. O.C.
SPLICE PLATE (EACH SIDE OF BEAK)
5052-H32 ALLOY OR EQUAL, 1/8' THICKNESS
' l•1 JOSSz`I
uHfi 0 101 W
SCR
ROOF BEAM
CONNECTION DETAIL
REVIEWED FOR -
CODE COMPLIANCE
S . L.UCIE COUNTY
TT®OCC �T
2x GIRT/CHMR RAIL
/-
(SEE PUN)
MIN. (4) f10.2' LONG
S.M.S. INTO SCREW BOSSES;(TV. ALTsum:mvE)
N.M.B. POST
1 41 14
CHAIR RAIL / GIRT TO POST
y BE SLR
LOPEo
FLAT) �\ _•�`F
PURUN EN FASTED TO CI
WITH (4) /12x1' S.M.S.
COLUMN/POST
BENT
0
�g s
H14xV SCREWS
CND (..) a.n (v.V
BEAN LINE LINE SCREWS PLATE
'A' 'B'8'C' TOTAL WIDTH
2x4 3 2 24 12'
2x5 3 3 32 14'
2x7
5
4
56
16'
2x8
5
5
64
16,
2x9
5
6
72
18v-
2x9(HV)
6
7
1 88 „
0-18'
2XIO
1 7
7
1 _A56'
18'
(2) /14A- S.M.S., EACH LEG AND
(4) /14A- S.M.S. CHANNEL TO BEAM
B SCREW TOTAL
PURUN -
E PL,M)
x 2 1/B' x F' x 2' W. (T I
1- x /8'ATIVE) I I .tl
PURLIN TO
BEAM CONE
:HES.M. TO
S.N.S.
uV
�W
114.1' n
Y
Sj
USE B1Ox115' SMS. 0 24' O.C. -
TO CONNE TO 1.2 O.B. TO 2x3.
(9) #12xY' S.M.S. EACH SIDE.
OF BEAM (TV.) OR
(fi) /12r�' S.M.S. EACH SIDE
OF BUM FOR 2.5 COLUMN TO
2.5 BEAM
MN. (4) /10,2' LONG S.M.S. INTO
SCREW BOSSES (TV. ALTEIMINE)
BEAM STITCHING 0 24' O.C.
(TV. TOP MO BOTTOM OF SMB
SEE TABLE FOR SIZES)
IxIA' BY 2' LONG
ANGLE, EACH SIDE ".)
EACH
LEG (4) OTAL (TV.)
IV HIM, 3 YA MAX. C-C
SPACING OF FASTENERS (TV.)
W MIN BEAN EDGE
DISTANCE (TYP.)
F> s ^
OR FLAT
SIZE)
DD KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
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I CHECKED BY: DYK I
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM 8 S CIATES, LLC
6887
O ax 10039
Tampa, L33679
ling No. - 060811
SHEET IOF2
PURUN SUPPOR
COLUMN/POST .L.�-' -• `ANGLE, EACH S10E OW.)
2x2x1/B'-ii 2' LG. ANGLE S.N.S. WITH MRL i§' 'O CONCRETE ANCHOR
W/-(4) /12x3/4- SAS EDCE DIJTANCE W/11' E , DMENT INTO �\ .
(EACH SIDE) STRUCNRAL:CONCRETE (TYPJ "'ems
w- D O K I M
,'2x PURUN �`,•. Q) WIT' LAC SOF E O 12' O.C.,}'0 CONCRETE ANCHOR 1'x2' OB:.SOLE PIATF7 (L1) WtI111N 3' OF EOC6 (TYP.)ASSOCIATES. LLC
W/2- EMBEDMENT IN70
STRUCTURAL CONCRETE 1'x2' O.B. (7YP.)
(Ernes smE)t CONSULTING
4. 2CA' ANGL .'CUP, CUT AT NOTE: STUD STRUCTURAL
( /_) FOR BLOCK FRAMED HOUSES USE
y;•,•,•%-BEAN MAY TTACHED TO THE'SCR@! ROOF 14x7Y- CONCRETE SCREW WOOD FRAME WALLENGINEERS
••BE FUT BEAM WITH ONE((1�Ya'0 THRU- 18' O.C., 1 WITHIN 3'3' MIN. OR SLOPED ///���BOLT, WITH FENDER'WASHER. 9F EDGES (TYP.)
(TY•P•) �•�l1ATTACHED TO BFAM'.OR EAVE PNLY40x7Y' CONCRETE:: / 5� DWCANAL BRACINCI HALL NOT BE P060x 10039
("JIr �u u SCREW ANCHOR O 24: O.C. O ATTACHED TO ROOF PURUNS. Tampa, FL 33679
` :rrc� AND 9- FROM POST (IYP.) !^ Tel: (813)374-0321
2x2x0.093 BRACE ;= TYPICAL SCREEN EDGE TO STRUCTURE
(SEE PLAN)
f`/ � CONNECTION DETAIL 0eviDal Description
SIDEWALL COLUMN TO CONCRETE 9• co UMN/POST IssuEo
CONNECT,ION.DETTAIL' 1 O.B. SOLE PLATE '- ` PLAN - TYPICAL DIAGONAL ROOF 2a1e
_.. 1 t 1x2 O y
BRACE CONNECTION Q
SEE PIANSIZE
Ix2 O.B. FASTENED TO CORNER + `c'' r
SECTION WITH /14x1$' S.M.S.O o c(,EDOE OF CONCRETE 1' (TYP.) NY
2{' O.C. wiu 1' =ems. 5 2x5x1A' ANGLE (2- LONG) V/ (2)-a11
_ TEKS INTO TOP [IF 2x3 CAVE RAIL AND (2)-
rig R �014 TEKS INTO TILE FRONT OF THE CORNER POST
2x2,W ANGLE�2' LONG (EACH SIDE) u
W/(2) p/4x%IIS.M.S. To POST
k }'0 ANCHOR„W/ 11' MIN. EMBEDMENT
S.M.S. WITH MIN. %E Y ANGLE. EACH SIDE (TYP.)
EDGE OISf }b CONCRETE ANCHOR
W/ 1}' EMBEDMENT INTO
r STRUCTURAL CONCRETE (TYPE
1'x2' O.B. SOLE PLATE
4'{ i.
PLATE
�. PLAN VIEW
"`-�r:MAIN COLUMN TO CONCRETE
"Cf1NAlEf PnKfrir_TAII
3- It(N. (TYP.)
LG. ANGLE
F' S.M.S
1.3 O.B. FASTENED TO CORNER
SECTION WITH 010x2' S.M.S. W/
W DIA. WASHER O 18' O.C.
�--14 O.B. TOP FRAME
VFR POST
O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
SEE CONNECT101
EXISTING PRIVACY
(BY OTHERS)
SECTION -UPRIGHT TO PRIVkfYT+CALL�..00�10N
1
in
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM O IATES, LLC
Ad2 87
B0 10M
Tamp 79
Drawing No. - 060611
SHEET 20F2