HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILSEAVE RAIL �� NAMED 'j1C�
CORNER POST _ - . BEAM STITCHING SCREWS (SEE TAHLE).e_24• O.C.
C11 TOTAL) - 412 x V' f-
1' x 2' O•B. SAS AS SHOWN (h' MIN. } } J �' SPLICE PLATE (EACH SIDE OF BEAM)
PATIO SECTION PLATE EDGE DISTANCE 6 ��i® CC SPACE SCREWS' A A 5052-H32 ALLOY OR EQUAL, L8' THICKNESS- --
C-C FASTENER SPACING) EQUALLY
61 x 5' x 0.050' COLUMN `
6063-T6 ALLOY PLATE -
° 0 (ONE SIDE) IR STRONGER A j (^`
G
rf K-BRACEQ
3' x 3' x OA50' MIN. 6063-T6 ALLOY
PLATE OR'STRONGER (ONE SIDE) WITH 2x3x0.070 CHAIR RAIL O
(3) - N12�x V4' US, EACH SIDE AS O J
SHOWN (�, MIN. PLATE EDGE DISTANCE K-BRACE 0
6 C-C FASTENER SPACING) O O O y 414xV4' SCREWS
K-BRACE O aY i►
00 0 i' (e) (eN) (Nee) <eeee)
LINE LINE SCREWS PLATE
3' x 2i x 0.050' MR 6063-T6 CORNER POST f '� `jYP� ,A*31� ��» BEAM .A• 'B'&'C' T TAL WIDTH
ALLOY'PLATE OR STRONGER 6+ Zia is*l fGR 2�p 2x4 3 2 24 12'
(ONE SIDE) yQ
I 1 ) vNE taw 2x5 3 3 32 14'
i MVP IA . �•,R
i yy �► 2x6 4 3 40 14'
(3) - 412 x 3i sms K-BRACE
EACH SIDE AS SHOWN +
06, 1111W LATE EDGE GIRT (CHAIR RAIL) �B UN� II �•� 11 2x7 5 4 56 16' ✓
F STANCEI 6 C=C W1O
FASTENER SPACING) �tE (2x8 5 5 _ 64 16
2x2xO.093 0 -2x9-" -5- —6-72 10j
0 o UN')' LESS/� ROOF BEAM 2x9(HW) 6 7 ee!" 18'
o ° 1• x 2• E PLATE OTHERWISE l CONNECTION DETAIL
2x10 7 f7�% 96 19'
� CONCEALED FASTENERS OR ATTACHMENTS—
0
R ' a�C ;ARE THE RESPONSIBILITY OF THE MIN. (4) /f Ox3• LONG S.Y S. ,MTO
FOUNDATION FOR 'K' H�RACE SIZE
CONTRACTOR OF RECORD f S Y TOTAL
�" LEG L B SCREW Bps "YP. ""ERN",»E'
8 /12EW S.M.S.S.ML CHANNEL TO BEAM
3f CONCRETE ANCHOR (2 PLACES) - BEAM STITCHING O 24' O.C.
§'
IN LIEU OF TYP. 1'4' f CONCRETE'` 2x3x0.070- '' SERE TABLE FOR SIM) OF SUB
SCREWS FOR CORNER COLUMN IV" PUMH _ /
0014
ST. LUCIE COUNTY BUILD.. ION LATERAL " W - BRACING
REVIER'ED FOR COMPL
CONNECTION DETAILS'r
REVIEIVED BY \�= E- --- — = - - nEPLANS AND ALL PROPOSED WORK
DATE ARE SUBJECT TO ANY CORRECTIONS
PLANS AND PERMIT MUST BE KEPT ON JOB REQUIRED BY FIELD INSPECTORS THAT
OR NO INSPECTION WILL IRE M,4DE.
(5)
1x2 O.B. ATTACHED TO BEA1
(2)-}1GX2' S.M.S. INTO
(1)-1/4'x4- S.S. THRU-
W/ 9' NUT AND,WASHER
O EACH SIDE OF-KAM -
/12x2" S.M.S. O 24' O.C.
1x2 O.B. TO_TSUPER GUTTER.
(4) #12x3/4" S.M.S.
ROOF BEAM
(FLAT ORS ED)
ANGLE, EACH
SMB OR LAF
MAYBE NECESSARY IN ORDER TO
- 7 � �. PLY WITH ALL APPUCABLI CODE&
4x ;/ S.M.S.
lx5x)6' ANGLE 6' LONG
(TYP. a EACH BEAM)
BO55 I r(2) X'00' LG a EACH ANGLE
(H 12 /4' S.M.S.
EAC5' or 7' SUPER GUTTER
MIN. 0.090' THICK
Ix1x11• BY 2' LONG -
ANGLE. EACH SIDE (TYP.)
2 SC'REW
EACH LEG (TYP.)
HOLLOW POST -
NOTE, PRIMARY. SCREEN
ENCLOSURE BEAMS SMALL BE
ATTACHED TO HOST STRUCTURE CONSISTING OF
CONVENTIONALTRUSS/RAFTER FRAMING WITH MAX.
I
FACIA TO BE 2x6 (MIN.) SF.F.
OR WESTER RED CEDAR
OVERHANG NO TO EXCEED 30' UNLESS OTHERWISE
NOTED ON PLAN DWG.+:.
STRUCTURAL GRADE 2 MIN
(1) Yi 0x2' LG LAG SCREW a 24'
O.C. ENTIRE LENGTH DF GUTTER
\'.
SECURE FASCIA TO EACH RAFTER TAIL
J W/ (D Ya'Ox4' LONG PAN HEAD LAG SCREWS
\'E,�10x4' THRU. 2x3
RIUL
BEFORE ATTACHING SUPER GUTTER
TOS.MP
INTO SCREW
ZI
USE
/10x115' S.N.S. O 24%0!
TO',CGNNECCff TO 1x2 Oa 'TO
f / .
(D )4'fx2' LG. LAG SCREWS
C 0 R) (1) P.# a EACH BEAM)
!/
tx2 O.B. FASTENED' TO COLUMN
f�(M 1)2BETWEEN BEAMS x2• S.M.s a 12• o.c.
(MAX)
WA2) ftoxlli' S.M./RNTO SCREW 0
2k��
(EACH END,
JW THICK CONTINUOUS
ANGLE
I
`SECURE FASCIA TO EACH RAFTER
W/ (D 14'fx4' LONG PAN HEAD L
' BEFORE ATTACHING SUPER GUTIE
ROOF BEAM TO SUPER GUTTER
/lOx3/4' S.M.S. Ys CONTINUOUS BEAD OF CONSTRUCTION
CONNECTION DETAIL O 2' O.C. ADHESIVE
x21/a'x I'x3"LG.
CHAIR RAIL / GIRT TO POST
CONNECTION DETAIL
2x3xO.045 EAVEPAL ATIACHED TO
-= BEAMS WITH (3)-#lOx2' S.M..—
2x PURLIN INTO SCREW BOSS. f
(MAY BE SLOPED
OR FLAT)- `
2x5x 125 ANGLE-2 WIDE WITH
(2)-%14x1' INTOjBEAM k (2)-/14xi -•
PURLIN FASTENED TO COLUMN/POST
WITH (4) /12x1' S.M.S. (EACH LEG)
USING 7HK K FLIT BAR BIM
\ TO FIT 6D63-To ALLOY)
` COLUMN/POST
11Gx7)¢' S.M.5. O 24' O.C. --
)NNECT TO ix2 O.B. TO 2x3.
(9) /120 S.M.S. EACH SIDE •
OF BEAM (TYP.) OR
(6) C12�' S.N.S. EACH SIDE
OF EAY FOR 2x5 COLUMN TO
2x5 BEAM
•4.
COLUMN/IN
PURLIN TO ROOF BEAM
CONNECTION DETAIL
.104' BY 3' LONG
ANGLE. EACH SIDE (TYP.)
EG (6))%1 (Ti P.j
-------- - --U r ---
MAY BE SLOPED OR FIAT
(SEE PLAN FOR SIZE)
ell
� N
3 J
o
�
SPACIINNG FASTENERS
W DISTANCE V(�TYPJ GE
DO KIM
& ASSOCIATES, LLD
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
12015I ISSUED I
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DYK
CHECKED BY:
DYK
SCALE
AS SHOWN
DATE:
8/11108
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM SSOCIATES, LLC
A26 26 7
9
Pa, FL 33679
IC
Drawing No. - 060811
SHEET 10F3
15C SUPPORT
� _,�,,/POST_ _ - - --
-
/ 1b' ANGLE, EACH SIDE (TYP.)
24018- x 2' LG. ANGLE S.M.S. WITH MIN.
36-0 CONCRETE ANCHOR
111/ (4) 112x3/4- S.M.S EDGE
SIDE)
DISTANCE
W/2%" EMBEDMENT INTO
STRUCTURAL CONCRETE (TYP.,
j
►- j�(EACH
1 CONCRETE ANCHOR
NOTE 10)
f � - O.B. SOLE PLATE
/
OyA
w/2 EMBEDMENT INTO
t
Yx PURLIN
O O STRUCTURAL CONCRETE
(EACH SIDE)
CU
.•
• • :•.
r
3' MIN. (TYP:)�
"
a W
?W
Y4.6x2V4 CONCRETE \\\
�-
BEAM MAY i
BE FIAT
SCREW ANCHOR O 24 O.C.
OR SLOPED
ZZ
P�p
AND 9' FROM POSE (TYP.)
SIDEWAL=L-COLUMN
COLUMN/POST
TO CONCRETE
9•
CONNECTION"DETAIL ''.,
1x2 O.B. SOLE PLATE
PLAN - TYPICAI
BRACE,CONy NECT
-- ,
-e—
o
SEE PLAN FOR SIZE'
Ix2 O.B. FASTENED TO CORNE
SECTION WITH /14x%/ 's.M.s.1
24' O.C. /�
242x - ANGLE 2- LONG (EACh
W/(2)) 114x�4 S.M.S. TO POPS
& 3/8 0 H.D. GALV.!IEXP. 801
W/ 2 1/2- MIN. EMBEDMENT
SAS. WITH MIN. V
EDGE DISTANCE
- ANGLE, EACH SIDE (TYP.)
WO CONCRETE ANCHOR
W/:)W EMBEDMENT INTO
,/STRUCTURAL CONCRETE (TYP.,
.--,SEE NOTE 10)
�1-x2' O.B. SOLE PLATE
i
EDGE OF.'CONCRETE J 1' (TYP.)
PLAN VIEW
f •. .
• �. Y I•• l• • ,•i , = N=
3- MIN. (TYP.)
2� c w Ya Ox2Y� CONCRETE
f I u SCREW ANCHOR O 24' O.C.
AND 9' FROM POST (TYP.)
Y�o
9'
EDGE OF CONCRETE
COLUMN/POST
1x2 O.B. SOLE PLATE
01
V (TYP.)
Ng
PLANE_
'MAIN COLUMN TO CONCRETE ,
` .CONNECTION DETAIL
BEAM SUPPORT
COLUMN/POST
'2x2x1/8' x 2' I.G. ANGLE
W/. (4) %12x3/4' S.N.S
(EACH SIDE)
POST —
AT
-(+"/'1)
Ax2�
ANGLE AND
ATTACHED TO, THE SCREEN ROOF
BEAM WITH ONE (1) Y4.6 THRU-
^ BOLT, WITH FENDER WASHER.
ti ATTApiMED TO'BEAM OR EAVE RAIL
O
/( DIAGONAL BRACING SHALL NOT BE
TO
ATTACHED ROOF PURUNS.
2x2xO.093SBRACE
— /
(SEE PLAN)
iNAI ROOF
O
1x3 O.B. FASTENED TO CORNER -
SECTION WITH f 1 Ox2- S.M.S. W/
%' DIAL WASHER O 18' O.C.
2x5xW ANGLE (2' LONG'`--,'42)-N14
TEKS INTO TOP OF 2x3 EAVE RAIL AND (2)-
N14 TENS INTO THE FRONT OF THE CORNER POST
L-1x2 O.B. TOP FRAME
CORNER POST
-1x O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
2500 PSI MIN. CONCRETE STRENGTH
COLUMN •d � d •
2Y1- MAX. THICK BRICK PAVERS APPROXIMATE • ,
SET IN MORTAR ON TOP OF FOOTER G
O.B. SOLE PLATE zAh
A
N •
a' COMPACTED OR
G, n UNDISTURBED SOIL/SAND
---------- R
d (945 REBAR, CONTINUOUS
f • :: • : • •. i • • 4. • i : �! : 3• MIN. CONC. COVER, 36- MIN.
LAP SPLICE
- Y4' 0x5' CONCRETE SCREWS O 24' O.C. 2%" MIN. CONC. 12, MIN.•
(TYP.), %' CONC. EMBEDMENT (MIN.) EMBEDMENT (IYP.)
TYPCIAL FRONT VIEW OF POST TO MIN. CONTINUOUS PERIMETER FOOTING
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6x6x1O/10
W.W.M. OR FIBER REINFORCED
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Y,)
• • d' a ' ,
• •' .4- ..•• ..
• • • ..114
LO.*
UNDISTURBED SOIL OR COMPACTED
CRUSHED UMEROCK (90x PROCTOR)
MIN. (1)-15 REBAR CONTINUOUS, SPLICE
MUST OVERLAP 20' MIN.
3' COVER
8'(MINJ
FOUNDATION/SLAB DETAIL
(4) +12A4
2-x PURUN
BEAM MAY
BE FLAT
OR SLOPEC
(2YP/IOxA
(T. EACH
(2) /1�ox3H
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
INATE (1)
" ANGLE
E
o' ANGLE (BRACE) W/
12x),' S.M.S. O EACH
ER INTERSECTION
ANGLE 2' LONG ON
RSIDEW/(4) a12x34' S.M.S.
LEG (BEAM & BRACE)
BRACE
PLAN)
ALTERNATE (2)
20 BRACE
DO KI M
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
1,&l2015
' I ISSUED
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DRAWN BY:
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CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8111106
DO YEON KIM, P.E.
FLA. REG. NUMBER49497
DO KI 8 SOCIATES, LLC
C 28887
O 9
pa, 33679
�,I-($
Drawing No. - 060811
SHEET 2 OF 3
MAX. DISTANCE FROM 1 "
BEAM EDGE (TYP.)
USE 0.125" MIN. THICK ANGLE (EACH SIDE) OR
0.050" THICK 'U• CHANNEL 6063—T6 ALLOY PLATEW/
(10) #140" S.M.S. EACH SIDE (20 TOTAL)
S.M.B. BEAM
OR
(SEET PLANS FORE SIZE) Z'—\
1 2" M
SPACED
1 x2 O.B. OR 2x2 FASTENED TO WALL
W/ #14x2" CONCRETE SCREWS @24" O.C.
(OPTIONAL)
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.
i. 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
(in)
Minimum Ede Dist
gance
Minimum Center to Center
Distance
#10
0.188
5/16"
%2"
#12 1
0.219
3/8"
9/16"
#14 (1/4") 1
0.250
Y2"
5/8"
9, Structure has been designed to meet the 61h Edition FBC (2013 FBC). Project is sited where the ultimate design wind speed, Vv1f, is
150 mph (3-sec gust) for risk category I buildings and other structures. Exposure B. Design pressures are from Table 2002.4,
2017 FBC reduced by 0.88 for screen mesh factor, 0.6 for allowable stress design (ASCII.
10. Concrete anchors may be "Large Diameter Tapcons" (LTDs), Tapcon concrete screws, Simpson Strong -Tie Anchors or Titian Screws
or approved equal.
HOST STRUCTURE (MASONRY OR WOOD) 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.
(3) Y4" 0 x 2)4" LONG WOOD LAG SCREW
.aa' ri
(3) Y4" 0 x 2Y4" LONG MASONRY ANCHOR!
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HOST STRUCTURE ANCHORS
EQUALLY SPACED (TYP.)
DO KIM
& ASSOCIATES, LLC
CONSULTING
STRUCTURAL
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
RevJDatel Descriotion
0 2017 ISSUED
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DRAWN BY:
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CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM RB
CIATES, LLC
887
0039
Tampa, FL 33679
TYP. BEAM TO HOST
STRUCTURE CONNECTION
Drawing No. - 060811
SHEET 3 OF 3
FL.A. L-ia-
0 26067
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