HomeMy WebLinkAboutSCREEN ENCLOSURE DETAILS;CORNER -POST EAVE RAIL
u-TDTAL4-f112-x-V4-
,,%-- I' x 2' O.B. S.M.S AS SHOWN 06 MIN.
PATIO SECTION PLATE EDGE DISTANCE L
C-C FASTENER SPACING)
s�
- - - - -- - - - `� - - - -o - - -- -- - - - -6' x-5'-x-4050' - - - - - -
J O 6063-T6 ALLOY PLATE
t O e (ONE SIDE) OR STRONGER
K-BRACE
3' x 3' x 0=0' MIN, 6063-T6 ALLOY
PLATE Mt,,STRONGER (ONE SIDE) WITH 2x3x0.070 CHAIR RAIL
O
SHOWN,Y�' MIN. PLATE EDGE DISTANCE -
L C-C;FASTENER SPACING) O
r/
K-BRACE
O ® a
CORNER POST
3 x 2' x 0,050' MM 6063-T6
J`ALL PLATE OR STRONGER
IGINE SIDE)
{ (3) - M12 x 341 S.M.S, K-BRACE
[[ EACH SIDE AS SHOWN
,0 MIN. PLATE EDGE GI
FAS7EH SPACING)
V x 2' A13LE PLATE II '� OTHERWISE
FOUNDATION
V 0 CONCRETE ANCHOR (2 PLACES)
IN LIEU OF TYP. 1:' 0 CONCRETE
SCREWS FOR CORNER COLUMN
!= (3) f 12x3/4' S.M.S.
Ix2 0,8. ATDICHED-70 BEAM W/
(2)-ftOX2"S MS. INTO SCREW BOSS
(1)-1/.454' S.S. THRU-BOLT
W/ A' NUT AND WASHER
O,;EACH SIDE OF BEAM
��
0,124' S.M.S. O 24' O.C.
ix2 O.B. TO SUPER GUTTER
1/' (4) f 12x3/4- S.M.S.
ROOF BEAM
(FLAT OR SLOPED)
EACH 1l /4' S.M.S.-j
5' o" 7' SUPER GUTTER
HIM.0.090' THICK
)OFF BEAM TO SUP
CONNECTION I
5x16' ANGLE 6' LDNG r' -
YP. 8 EACH BEAM)
(2) 1;'Ox3' LIS 2 EACH ANGLE '--
NOTE, PRIMARY SCREEN ENCU
ATTACHED TO HOST STRUCTUI
CONVENTIONAL TRUSS/RAFTEF
FACIA TO BE 2x6 (MIN.) S.P.F. OVERHANG NO TO EXCEED 30'
OR WESTER RED CEDAR I NOTED 13N PLAN DWG.
STRUCTURAL GRADE 2 MIR
(1) Y&0Tx2' LG. LAG SCREW a 24'
DC. ENTO E LENGTH IF GUTTER
SECURE FASCIA TO EACH RAFTER TAIL
W/ (1) Wfx4' LEM PAN HEAD LAG SCREWS
BEFORE ATTACHING SUPER GUTTER
(I) %,ox2' LG. LAG SCREWS
(0 p \ (TYP. a EACH BEAM)
f� / (1) H12x2' SM.S a 12' o.c. W/i
lg� (MAX) BETWEEN BEAMS
LING ICK CONTINUOUS
SECURE FASCIA TO EACH RAFTER T
V/ (D %'0x4' LONG PAN HEAD LAG
BEFORE ATTACHING SUPER GUTTER
fER
f10x3/4S.M.S. Yj CONTINUOUS BEAD OF CONSTRUCTION
O 2` O.C. ADHESIVE
ANN ,C BEAM STITCHING_SC_REVS (SEE TABLE) a 24' D.C.
KED
_ �PIICE PLATE EACH SIDE-13F�BEMO
SPACE SCREWS A A 5062-H32 ALLOY DR EQUAL_=L8 THICKNESS
EQUALLY (TYP.) J -r a ~ry -
'�-�'�115+ -� ✓��� r-"`-&ASSOCIATES, LLC
CONSULTING
-STR L I-CTU - --
> -' ENGINEERS
st• 1
PO Box 10039
Tampa, FL 33679
O O O } { >%�CREVS—
(x) (on) (Kum) (xxxx)
BEAM LINE LINE SCREWS PLATE � RevJDat DCS(71 fi0I1
'A' 'B'6'C' TOTAL WIDTH %
';� ��v 1h i''� foe q•P� 2x4 3 2 24 12' i pp 2015 ISSUED
`�rP3 A �7LE taw 2x5 3 3 32 14' °
\ I
.� yy �� . {�A*3���•� ` 2x6 4 3 40 14' 7 p
IT (CHAIR RAIL)
2xe 5' 5 64 16'
2x9 5 6 72 le'
p
ROOF BEAM 2x9(HV) 6 7 Be Is,
CONNECTION DETAIL 2xID 7 7 1 96 1e.f t p
/`}�✓/r - _ `-yam �r..� �..y
■ SEE ELEVATIONS/
FOR 'K' BRACE SIZE s
(3) f 12xij• S.M.S., EACH LEG AND SCREW BOSSES (TYP. MIN. (4) f 10x3- LONG S.M.S. INTO
(B) f 12x1�• S.M.S. CHANNEL TO BEAM �TERNA7NE)
e SCREW TOTAL
BEAM SIRCHWG O 24' O.C. y
OW. TOP AND BOTTOM OF SMB J
2x3x0.070 �'Sc . SEE TABLE FOR SIZES) Q
W
Lu
L7
IxIYA'
ANGLE, BY 2' LONG
ANGLE,, GIRT/CHAIR SIDE (TYP.) 9 2x3x0.070 GIRT/CHAIR0R RNL`�; ., -` /
\�� co
r (SEE PLAN) \` F(1RMED RECOMC CHANNEL ANGLE, EACH SIDE (TYP.) C O .
(M N O.on. MATERIAL THICKNESS) 'J
(a) 1' x 2 1/8' x 1' x 3' I.G.6) TO S,Y.S.. EACH
G. Z
(M. ALTERNATIVE) LED (6) TOTAL (TTP.) V W
� MIN. (4) /104' LONG
C Z
(S.M.S. INTO
BOSSES
,(2 Ms(ATERNTLuZ EACH LEG (TYP.) - S.M.B. POST- .2 Q U
HOLLOW Posr PURLIN TO ROOF BEAM 22 Q
CONNECTION DETAIL w (Vie o
E BEAMS SMALL BE Lu
ONSISTBIG OF CHAIR RAIL / GIRT TO POST U
'AND'IG WITH MAX.
LESSOTHERVISE CONNECTION DETAIL DRAWN BY: DYK
o,
°a.., 2x3x0.045 EAVEML ATTACHED TO .� _, v� _ ,__- CHECKED SY- DYK
BEAMS YtITF1 (3)-f10xZ' S.W.S.N„dr ---=-' '. .'�--"-'�5':d^�.. S.M.B. BEAM SCALE: AS SHOWN
INTO SCREW BOSS. - - !�'>`y ..+ MAY BE SLOPED OR FLAT
2x PUFLJN y� (SEE PLAN FOR SI(E) DATE: B/111D6
,.w(F1AY�BE SLOPW`.. cQ '�
i x
(2Hox4• s Ms�,THRu_: zwi oR'Fuir) `" r�
EA RAIL INTWPURUN SCREW - = 2x5x.125 ANGE-2-.'1�MIDE WITH
BOSSES f1' '1 =, - (2)-fl4x1• INTO BEAM & (2)-014x1
INTO UPRIGHT. Adi j tear.
USELf10xI S.MS.10 24' O.C. - - -
TO CONNECCTT TO 1x2F;O3 .B. TO 2x. .y='.ti \� �''-
� - �' �: DO PEON KIM, P.E.
t�,USE 010.01 s M.s O 24' O.C. FLA REG. NUMBER 49497
t1 }70 CONNECT TO ix2 O.B. TO 20. j.
[2 O.B. FASTENED TO COLUWIN POST PURUN FASTENED TO COLUMN/POST "'°; 1+
j10x111'IHTG SCREW BOSSES WITH (4) f12x1' S.M.S. (EACH LEG) Ii OF EAM 4Yp.)'OR H SIDE j¢• AIM, 3 11:' MAX. C-C f
( END. TYP.) Usc(c 11y�� THICK FIAT BAR BENT# 'EAM SPACING DF FASTENERS (TYP.) 3 DO KIM SDCIATES, LLC
• �(6) H12.%' S.M.S. EACH SIDE
TO FIT 6083-T8 ALLOY) $�-bb2F BEAM
2x5 COLUMN TO j�• MIN. BEAM EDGE P BOX 1DD39
b. COLUMN/POST S-tf�,, DISTANCE (TYP.) T8RIp8,FL33679
iil COLUMN/POST
tEWS
SIDEWALL POST / COLUMN TO PURLIN y, MAIN POST / COLUMN TO ROOF BEAM
` `l� CONNECTION DETAIL `` -` - CONNECTION DETAIL �.
Drawing No. - 060811
SHEET 1 OF 3
. r=
3- MIN. (TYP.1
SEE PLAN FOR4SIZE
1x2 0.8. FASTENED-,1 RNER
SECTION WITH /160j' S.M.S.O
24' Ore
.C.
WW/(2)l141eYa-�,S.MSNTO POST�D�
do 3 8 • H.D. ,GALV. EXP. DOLT
W/ 2 1/2- MIN. EMBEDMENT
COLUMN/POSTg'-'.- ` � 'T "4is Ya- ANGLE. EACH SIDE (TYP.)
.-t _
= S.M.S. WITH MIN.•
2x2�i1/e x 2 LG. ANGLE �"` '^..,� �I � CONCRETE ANCHOR
` EA H /12x3/4- S.MS EDGE DISTANCE �`'°< X/2 ' EMBEDMENT 'r
{FACER-SIO
10)
ib'0 CONCRETE ANCHOR `ri — 1vi2',>0.8. SOLE PUTS
W/2%- EMBEDMENT INTO
STRUCTURAL CONCRETE -
(EACH SIDE) IL
•y _ 4. • — bk
JLUIVIIV 1 U GUINI KC I t 9' —
ECTION=DETA LA,
rx"•F
EDGE OF CONCRETE
Wry L
La a:
T FS C4
ua�
CORNER POST / COLUMN
'TO CONCRETE
kCONNECTION DETAIL:
S.M,S. WITH LEN�
EDGE DISTANCE %'0 CONCRETE ANCHOR
r w/236' ENBEDMENr INTO
STRUCTURAL CONCRETE (TYP.,
SEE NOTE 10)
1-z2' O.B. SOLE PLATE
3- MIN. (TYP.)
2! Q��e W Ys 04%" CONCRETE
cc SCREW ANCHOR O 24' O.C.
~ymooU AND 9' FROM POSE (1YP--'��-_
COLUMN/POST
1x2 O.B. SOLE PLATE
O O
EDGE OF CONCRETE I I 1' CTYPJ 2
Na
PLAN VIEW
MAIN COLUMN TO CONCRETE
24-
O.B. SOLE PLATE
I -
1' CTYP.)
BEAM SUPPORT
COLUMN/POST
240/8• x 2- LG. ANGLE
W/ (4) /124/4- S.M.S
(EACH MOE)
2x2z)b- ANGLE CLIP, CUT AT
A 45• (+/-) ANGLE AND
BEAM MAY ATTACHED TO THE SCREEN ROOF
BE FLAT BEAM WITH ONE (1) Ys-0 THRU-
OR SLOPED BOLT. WITH FENDER WASHER.
ATTACHED TO BEAM OR EAVE RAIL
F7R.MN ,' SUN I NOT BE
TDR:HED-TO-ROOF-PURLINS
V
.I 2x2x0.093 BRACE
i (SEE PLAN)
PLAN - TYPICAL DIAGONAL ROOF O
s" BRACE CONNECTION
,o- COLUMN
Or MAX. THICK BRICK PAVERS
SET IN MORTAR ON TOP OF FOOTER
•
0.8. SOLE PLATE Z
2
N
.•
/y4* 4x5' CONCRETE SCREWS O 24. O.C. lib- MIN. CONIC.
(TYP.), 1X' CONC. EMBEDMENT (MIN.) EMBEDMENT MP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
A.
• :' •-
8'WINJ
FOUNDATION/SLAB DETAIL
4' NOMINAL CONCRETE SLAB
(700 PSI, MIN.) W/exaxlo/10
W.W.M. OR FIBER NFORCW
1'POLYPROPYLENE FIBER N IC.Y.]
d ••'
UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (SOX PROCTOR)
MIN. (1)-05 REBAR CONTINUOUS. SPLICE
MUST OVERLAP 20- MIN.
3- COVER (TYP.)
2x5xi6' ANGLE (2- LONG) V/ (2)-814
/-TEKS INTO TOP IIF 2x3 EAVE RAIL AND (2)-
/ N14 TEKS INTO THE FRONT OF THE CORNER POST
-- -- - ---lxZ-O.B.-TOP-fRIWE- - ----
;lx3 O.B. FASTENED TO CORNIER CORNER POST
'SECTION WITH t1Ox2' S.M.S. W/
3(jggkDIA WASHER O 18' O.C.
12 Ix O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
PSI MIN. CONCRETE STRENGTH
I
& ASSOCIATES, LLC
CONSULTING
-S-T_R U-CT_U-RA L—
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
1ol2m I ISSUED '
co)
v'
COMPACTED OR
4• 4
UNDISTURBED SOIL/SAND
=
Fw
W
v
(1)-#5 REBAR, CONTINUOUS
C
3' MIN. CONIC. COVER, 36' MIN.
W
—
LAP SPLICE
G
U
c
0
12' MIN.
�
Z
V
W
MIN. CONTINUOUS PERIMETER
FOOTING
w
aO
H
co
Z
V
U
BEAN
W
ALTERNATE 11)
Lu
2x1x1b' ANGLE
V
F�
F-
(4) /12x;4* S.M..
BRACE
DRAWN BY:
DYK
CHECKED BY:
DYK
2'x PURUN
2-xt-K%- ANGLE (BRACE) W/
SCALE:
AS SHOWN
(4) /12, S.M.S. O EACH
MEMBER INTERSECTION
1
I
DATE:
8H1176
BEAM MAY
BE FLAT
OR SLOPED
(TYPr1EACH
(2) . 1�
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
6' ANGLE Y LONG ON
RSIOEW/(4) 012xY,' S.M.S.
LEG (BEAM k BRACE)
BRACE
PLAN)
ALTERNATE (2)
20 BRACE
DO YEON KIM, P.E.
FLA, REG. NUMBER 49497
DO KIUSO, LLC
Drawing No. - 060811
SHEET 2 OF 3
4
Genera! Notes and Specifications:
• wr,I,a1-,u1 arlau IIew Vel.IIy all u1menslons oerore consrrucrion and shall notity engineer of discrepancies for immediate
consideration.
2- _Concrete-shalL be- minimum--28-day-c-ompressive 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.
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.
3. Connections using screw bosses shall have minimum (4)410x2" 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
Minimum Edge ge Distance
Minimum Center to Center
Distance
#10
0.188
5/16"
1/2„
#12
0.219
y/g„
9/16"
#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, Vu1t, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure C. Design pressures are from Table 2002.4,
2013 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 KI M
& ASSOCIATES, LLC
—C-O-N-S-U-LTI N-G
STRUCTURAL
ENGINEERS
PO Box 10039
3ampa_f_�3367�k
Tel: (813) 374-0321
Qp 20t, ISSUED
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER49497
DO KIM & CIATES, LLC
C 887
Po
ox 10 39
Tampa, FL 33679
74 •ri
Drawing No. - 060811
SHEET 3 OF 3
MIN. SETBACK REQ.
FRONT Df�
SIDES [CS
CNR S1ES
REAR-
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