HomeMy WebLinkAboutSCRENROOM ENCLOSURECORNER POST -fAVE RAii'1 -' ` _ ��' \G .BEAM -STITCHING SCREVS
SW
(11 TOTAU
SAS AS SHOWN ( MIN:; /SPLtLE-PEAL
•!` 6I V x2'O.B - :.
PATIO SECTION PLATE EDGE DISTANCE 6 SPACE SCREWS - A ,.: A !' - 5052-H32 Al.
C-C FASTENER SPACING) --
O_ EQUALLY (TYP.) _ -
' e 6' x 5' x 0.050' COL M"
0.,(. • /
<„` e 6063-T6 ALLOY PLATE �4
-' 0 IME SIDE) OR STRONGER NAB. A�
K-BRACE
3- x 3- x 0.050• HIN. 6063-TG ALLOY
PLATE OR STRONGER (ONE SU)D,WITH 200.070 CHAIR PAIL
(3) - 612 x 34' SITS, EACH SIDE ASSHOWN (V (V MIN PLATE EDGE DISTANCE K-BRACE
L C-C FASTENER SPACING)R,s
16O6'3-T6
K-BRACEDo1HP03' x 2' x 0E OR NINER
ALLOY PLATE OR STRONGER ,4,
(ONE SIDE) es"IIII////y i 1W f0
(3) - e12 x %. SN.S. K-BRACE (� (9N s>` l 0\4x 1� J s� 4
EACH SIDE AS SHOWN ♦ p
( MIN. PLATE EDGE GIRT (CHAIR RAIL)
r R JaEN ` WAA
FASTENER SPACINLI a1F-
x 2• ROLE PLATE
L IN EU DFRT P. Y'' OETE R PLACES) OR CONCRETEII
SCREWS-FDR,CORNFR COLUMN
LATERAL "K" - BRACING
CONNECTION DETAILS
ES (I2x]/4' SAS
1.2 O.B. ATTACH . Ix5xW ANGLE 6' LONG r
EO(TOBEAM W/ r(TYP. B EACH BEAN)
(2)-/1DK2' s.Ms. wro scREw Boss � I "lam.
(4) Q12x3/4' SAS.
4
,ROOF BEAM
Q,(FNT OR SLOPED)
11(1)-yam• 2 FOR 2.8
(4) #12x3/4"
EACH LEG.
-(2) Y(0x3- LG R EACH ANGLE ".
NOTD PRIMARY-'.
ATTACHED TO HI
CONVENTIONAL
FACIA TO BE 2x6 WIN) SPF. OVERHANG NO 7
I� OR ULSTER RED CEBAR NOTED ON PLAN
STRUCTURAL RED
2 HIM.
(U Y'Ox2' LG. LAG SCREW B 24'
O.C. ENTIRE LENGTH OF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ (D $'0x4' LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
C❑R)
ROOF BEAM TO SUPER GUTTER
CONNECTION DETAIL ®12' D.C.
TOES
(D V'0x2' LG. LAG SCREWS
(TYP. B EACH BEAN) lx2. 01
(D Y12x2' SAS B 12' 0, IQ
Q
(MM) BETWEEN BEAMS 0.
ANGLLE CONTINUOUS
SECURE FASCIA TD EACH RAFTER TAIL
(D Y'ex4• LONG PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
Y' CONTINUOUS BEAD OF CONSTRUCTION
ABHESIVE
1x1A' BY 2" LONG -
MGLE EACH SIDE ()YP.)
(4) 01441" S.M.S.,
2 SCREWS
EACH LEG (TTP.)
HOLLOW POST —
BE� CHAIR RAIL / GIRT TO POST
JCONNECTION DETAIL
2. PURUN'
(MAY BE SLOPED'`-
THRU. 2.3
URI-N WREW s"
.S. O 24" O.C.
IQ O.B. TO 2.3.
B 24- D.E.
B14x%' SCREWS
d) QK) Pv) (n)(xD
BEAM LINE LINE SCREWS PLATE
'A' 'B'W'C' TOTAL WIDTH
2x4 3 2 24 12,
2x5 3 3 32 14-
2x6 4 3 40 14-
2x7 5 4 56 l6'
fiRm w A 5, 64 Ifllb'
2x9 5 6 72 18'
2x9(1W) 6 7 88 1 18'
2xI0 17 7 1 96
(3) 1124- S.M.S., EACH LED AND rMIN. (4) 8104' LONG SAS. IWO
(6) 012,A- S.M.S. CHANNEL TO BEAM / SCREW BOSSES (IYP. ALTERNARYE)
(9) SCREW TOTAL / BEAM STITCHING O 24' O.C.
(TP. TOP AND BOTTOM OF SMB
2.3vD.07U1 SEE TABLE FOR SIZES)
I'x 1'x3"LG.
I(ATWE)
M
PURLIN TO ROOF BEAM
CONNECTION DETAIL
lxlxt§" BY 3' LONG
ANGLE, EACH SIDE (TYP.)
LED (6roTAL .(TYP.) N
2x34.045 FAVERAIL ATTACHED TO^--�.-.,-
BEFNS WITH (3)-/IOx2- SM.S� - Qd= ,.`SN.B. BEAM
INTO SCREW 805S.
()> "MAY BE SLOPED OR MT
<v SEE\PWI FOR 512E7
V1
�V(
ANGLE-' WIDE WITH-
-14x1'„INiO
BFNM k (2)-814i1�
(+"
XTOS.N x2 0.84TO 2.3.
B� cm.) EACH SHOE.
012-31" S.M.S. EACH WE
BEAN FOR 2x5 COLUMN TO
BEAM
Ys• HIN, 3 %. MAIL C-C
SPACING OF FASTENERS (TP.)
DISTANCEE(AMP ➢GE
St.
MAIN POST / COLUMN TO ROOF BEAM
CONNECTION DETAIL=�
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
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DYK
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM AS IATES, LLC
Aq 26 7
P ux 1 039
Tam F 9
if 1 /S
Drawing No. - 060811
SHEET 1OF3
3' MIN.
PURLIN SUE'
COW I�GIE�, EACH SIDE MP.)
2.2.1/8' . 2- LG. ANGLE S.M.S. WITH MIN. NCCR&TE ANCHOR
% � W/ (4) 0120/4• S.M.S EDGE DISTANCE W/2%t'EMSEOMENT INm
(}I la (EACH SIDE) SmUCN CONCRETE (i .,
EE NOTE 1 N•
0 O %-0 CONCRETE ANCHOR J 1'y2. OS, SO TE
O O W/2%m EMBEDMENT INTO + 21 PURUN
STRUCTURAL CONCRETE
(EACH SIDE)
rr ?.
V
SIDEWALL COLUMN TO CONCRETE
CONNECTION DETAIL
SEE PLAN FOR SIZE
1.2 O.B. ZASTENED TO COME
SEOOON YTN /1401Y' S.M.S.,
MIN. EMBEDMENT
�
E`OCE OF CONCRETE --Y —1-i
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4 PLAN VIEW
uoZ
Yg' ANGLE, EACH SIDE (TYP.)
%'0 CONCRETE ANCHOR
W/2)6' EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP..
SEE NOTE 10)
�174' O.B. SOLE PLATE
'l
$ 3- MN. (M.)
Y0 0.2Vm CONCRETE
SCREW ANCHOR O 26' O.C.
zu� AND 9' FROM POST OYP.)
ado
s111M
EDGE OF CONCRETE —I I V (TYPJ
PLANVI_AEW
MAIN COLUMN TO CONCRETE
CONNECTION DETAIL -,
0.8. SOLE PLATE
(TYPJ�N
BUM MAY
BE MT
OR SLOPE[
244- ANGLE CUP, CUT AT 4', Ix3 O.B. FASTENED TO CORNER'
A 45 (+/-) ANGLE AND j,I SECTION WTIH /10.2' S.M.S. W/
ATTACHED TO THE SCREEN ROOF 1 UTA HER (2 WASis. O.C.
BEAM WITH ONE (1) Y.'0 THRU- I•I
BOLT, WITH FENDER WASHER.
ATTACHED TO BEAM OR CAVE ML
DIAGONAL GRACING SHALL NOT BE
ATTACHED TO ROOF PURUNS. 1I
+2)-614
RAIL AND (2)-
THE CORNER POST
L-1.2 O.B. TOP FRAME
CORNER POST
-IA O.S. SIDE WALL CORNER UPRIGHT
Rµ ELEVATION VIEW
CORNER POST/COLUMN
UPRIGHT DETAIL
THICK BRICK PAVERS
f9_{_TAR ON TOP OF MOTOR
OR. SOLE PLATE 2:
N
A
Y.',0.5- CONCRETE SCREED'S O 26' O.C. `2i0' NIA. CONC.
(TY➢.), %- CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPICAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
WZ500 PSI, MIN.) W6AxIO
W.M. OR FIBER RONFWMEDO
[POLYPROPYLENE FIBER -
1.5 POUND (MWJPER C.Y.]
•a. . d e..
.4.
.a • `UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (90% PROCTOR)
MIN. (1)-/5 REBAR CONTINUOUS. SPUCE
NUST OVERLAP 2O' MIN.
3- COVER (TVP.)
° a
'd
APPROXIMATE
GRACE
e °
0
4 4 4
n
PSI MIN. CONCRETE STRENGTH
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
ISSUED
J
COMPACTED OR
UNDISTURBED SOIL/SAND
=
F—¢-
UJ
(1)-05 REBAR, CONTINUOUS
C
3' MIN. CONIC. COVER, 36' MIN.
W
LAP SPLICE
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ALTERNATE (1)
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(4) Al2A S.N.. BRACE
DRAWN BY: DYK
2'.. PURUN } 2'x1'45' ANGLE (BRACE) W/
q 1
CHECKED BY: DYK
SCALE: AS SHOWN
(4) 8121�%• INS. o EACH I
BEAM MAY
SE'FAT
OR SLOPE[
( YP. EACH
W10.38
EACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
ANGLE 2' LONG ON
4 DEW/(4) /12.'� G.M.S
LEC (BEAM h BRACE)
(RACE
PLAN)
ALTERNATE (2)
2.3 BRACE
DO YEON HIM, P.E.
FLA. REG. NUMBER 49497
DO KIM A SOCIATES, LLC-
IW
26887
spEarTM39
Tampa. FL 33679
FOUNDATION/SLAB OETAIL Drawing No. - 060811
SHEET 20F3
1y6lcraf 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.
i. Connections using screw bosses 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.
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
s/„'
/2"
#12
0.219
3/e"
q/,c"
#14 (1/4")
0.250
1/2"
s/8"
9. Structure has been designed to meet the 611 Edition FBI (2017 FBC). Project is sited where the ultimate design wind speed, Vet, 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 (ASO).
10. Concrete anchors may be "Large Diameter Tapcons" (LTOs), 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) 374-0321
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DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KASSO IAT
S, LLC
88# 7
P
T'13 00 9 I3
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I Drawing No. - 060811 I
SHEET 3OF3