HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILSCONCEALED FASTENERS OR ATTACHMEM
ARE THE RESPONSIBIM OF THE THESE PLANS AND ALL PROPOSED WORK
CONTRACTOR OF RECORD ARE SUBJECT TO ANY COPMECTIONS
REQUIRED BY FLEW WSKXTOPISHAT
MAY UE NECES&AN IN ORDER TO
COMPLY WITH ALL APPLICA41 CODES.
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BUILDING DIVISION
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PLANS AND PERMIT
MUST BE KEPT ON JOB.'OR
NO INSPECTION WILL BQlAADE
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FLA. NU
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CA_ 4 2 iE3M 4649'
DOKIM '667
LLC
10039
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3) 876-996r.
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3' MIN.
PII x1PPORTL*_' "...
Ci _�. ':'POST
C. ANGLE
z 2' I.G.DGE
S.M.S
S.M.S. WITH MIN.
DISTANCE
_
- -
C. p
V
CH-51
16'0 CONCRETE ANCHOR
W/2%' EMBEDMENT INTO
e o
STRUCTURAL CONCRETE
(EACH SIDE)
sI�
SIDEWALL COLUMN TO CONCRETE
CONNECTIO.N-DETAIL
9'
)V ANGLE, EACH SIDE (TYP.)
-Wo CONCRETE ANCHOR
'*/2)6' EMBEDMENT INTO
CTRIU'TURAI MMf'..RF= ITYP
NOTE 10)
1,x2 O.B. SOLE PLATE
1� '• .
BEAM MAY
Y4 �' CONCRETE'•, 41 BE FLAT
SCREW ANCHOR 0 24"O.C. OR SLOPED
-v BEAM
2x2x%' ANGLE CUP, CUT AT
A 45• (+/-) ANGLE AND
ATTACHED TO THE SCREEN ROOF
BRACE
COLUMN/POST -, �`�" (� PLAN)
1x2 O.B. $TILE PiATE'
' PLAN - TYPICAL DIAGONAL ROOF
' BRACE CONNECTION
SEE PLAN FOR SIZE I.I'
y:.. + EDGE OF CONCRETE 1' (TYPJ
1x2 O.S. FASTENED TO CORNER �•
SECTION WITH j114z1$S.M.S.O
24' O.C. W to J _ PLAN VIEW`'`
W
2x2x16' ANGLE:2' LONG (EACH SIDE) ~ �•
W/(2)14'.� S.M.S. TO POST ♦ Up„
4 _ ,
& 3/8 0 H.D:7GALV. EXP. BOLT
W/ 2 1/2' MIN. EMBEDMENT M
S.M.S. WITH 'MIN'.'
EDGE DISTANCE
.y
CORNER POST /
TO CONCRI
'`- -CONNECTION
9'
OF CONCRETE
Z7W
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PLAN VIEW
)t1' ANCLE, EACH SIDE (TYP.) COLUMN/POST
%'0 CONCRETE ANCHOR
W/2%' EMBEDMENT INTO 2x2x1/8• x-2'•.LG. ANGLE
STRUCTURAL CONCRETE (TYP., W/ H SIDE)
4' S.M.S
SEE NOTE 10) (EACH SIDE)
1'x2' 0.8. SOLE PLATE
e e e e 0 0
MALL{►. 4cu
POST —
3' MIN. (TYP.)
34 0x2)'a CONCRETE
SCREW ANCHOR O 24' O.C.
AND 9' FROM POST (TYP.)
COLUMN/POST_--
i.z
1 x2 0.9. SOLE PLATE
It
al
5
f • ' � l i I
1' CTYPJ Al
,•- COLUMN
21f' MAX. THICK BRICK PAVERS
SIT IN MORTAR ON TOP OF FOOTER
•
O.B. SOLE PLATE ?
- ....�
• • !.. y ' a •. • �• .. ..
- Y4 Ox5' CONCRETE SCREWS O 24. O.C.\-2%' MIN. CONC.
(TYP.), 1X- CONC. EMBEDMENT (MIN.) EMBEDMENT (TYP.)
TYPCIAL FRONT VIEW OF POST TO
FOUNDATION CONNECTION WITH PAVERS
4' NOMINAL CONCRETE SLAB
(2500 PSI, MIN.) W/6x6x10/10
W.W.M. OR FIBER REINFORCEO
[POLYPROPYLENE FIBER -
1.5 POUND (MIN.)PER C.Yj
a 4• A
a. 4.4 •
4
r :
•• '.
•
A•
.4
.� .UNDISTURBED SOIL DR COMPACTED
CRUSHED LIMEROCK (BOX PROCTOR)
MIN. (1)-15 ROM CONTINUOUS. SPLICE
MUST OVERLAP 20' MIN.
3' COVER (TYP.)
FOUNDATION/SLAB DETAIL
2x5x)6• ANGLE (2' 1
TEKS INTO TOP OF
N14 TEKS INTO THE
1x3 O.B. FASTENED TO CORNER CORNER POST
SECTION WITH /1ox2' S.M.S. W/
%' DIA. WASHER O 16' O.C.
i (2)-M14
FE RAIL AND (2)-
3F THE CORNER POST
1x O.B. SIDE WALL CORNER UPRIGHT
ELEVATION VIEW
CORNER POST / COLUMN
UPRIGHT DETAIL
2500 PSI MIN. CONCRETE STRENGTH
COMPACTED OR
UNDISTURBED SOIL/SAND
•(1)—#5 REBAR, CONTINUOUS
3' MIN. CONIC. COVER. 36' MIN.
LAP SPUCE
MIN. CONTINUOUS PERIMETER FOOTING
(4) 112xV4'
2'x PURUN
BEAM MAY
BE FLAT
OR SLOPED
((2) / EA
xCA
(IYP+ EACH
PLAN - TYPICAL ROOF
BRACE TO BEAM CONNECTION 1
RNATE (1)
i' ANGLE
E
)W ANGLE (BRACE) W/
12xY4' S.M.S. O EACH
ER INTERSECTION
ANGLE 2' LONG ON
RSIDEW/(4) }12x34' S.M.S.
LEG (BEAM & BRACE)
3RACE
PLAN)
ALTERNATE (2)
20 BRACE
DO KIM
& ASSOCIATES, LLC
CONSULTING
_S-T-R-U-C-T-U-RA.L_-
ENGINEERS
PO Box 10039
Tampa, FL 33679
Tel: (813) 374-0321
Io12%I ISSUED
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
SN1/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KI q1CS0 IATES,LLC
739
'7'j.tp
Drawing No. - 060811
SHEET 2 OF 3
CORDER POST --l.`_'- --E E RA \�_1C .� �BEAH-STITCHING SCREWS (SEE TABLE) @ 24 D.C.
<1l TOTAL) •1 x _z .-
2 m..
w
'/ 1' x 2' O.H. SJLS AS SHOWN li¢• MiN. `� , ,';.�' SPLICE PLATE (EACH SIDE OF BEAM)
p�Sr-,/{�I,�,p R-£-0UAL-.-1/8=TH1GlW
lY� nn Kim
PATIO SECTION C-C FASTENER SPACING) EQUALLY (TYP) r 4-
ru ASSOCIATES, LLC
6063 T6 xALLOY,PLATE COLUMN ,� s C O N S U LTI N G
e CONE -SIDE) -DR -STRONGER - - i _ `.- 4 STR-UZTU-RAL
`.
�r K-BR„�� ENGINEERS
3' x 31 x 0=0' MIN, 6063-T6 ALLOY 204.070 CHAIR RAIL
PLATE OR STRONGER COME SIDE) WITH
C� - 012 x �' S!(.S; EACH SIDE AS t�• y
PO Box 10039
SHOWN ( MIN, PLATE EDGE DISTANCE K-BRACE O J Tampa, FL 33679 '
L C-C FASTENER SPACING) `1 f 1i13
— — — -- - — - — --- - — -- —------------- --- K-BRACE 0®0 A q - (r) (a.) (+EIx) (OWxa) ----1 ----
/� CORNER POST dal. 4 BEAM Rev DCS(YI ti011
c�+ LINE LINE SCREWS PLATE
3' x 2' x 0.050• lOti 6063-T6 LtypJ �At P�l 'A' 'H'1'C' T TAL WIDTH 7l27
ALLOY SOD
TE'OR STRONGER + B 1 yRE B� �1N a 2x5 3 3 32 lq• tots ISSUED
2x6 4 3 40 14' p
(3) - 411AX S.M.S. K-BRACE
EACH SIDE AS SHOWN GIRT (CHAIR RAIL) r> NE P*���i
(y MIN. PLATE EDGE I B V i. 2x7 5 4 56 16' p
ASTE` SPACING)
093 f' 4 2x9 5 6 72 Is, p
�`" ROOFBEAM 2x9cHv) 6 7 B9 r` 1, e e(TMP) ,-'A ate•:
UNLESS
" V x 2' OLE PLATE OTHERWISE r` CONNECTION DETAIL 2x10 7 7 96 - 19• p
■ SEE,ELEVATIONS 4yc r �s
FOUNDATION FOR 'K• BRACE SIZE _ 4
- (3) i12x$• S.M.S., EACH LEG AND MIN. W BOSSES
LONG S.M.S. INTO
() SCREW BOSSES (TYP. ALTERNATIVE).
.. (0) SCREW TOTAL• CHANNEL TO BEAM
' 0 CONCRETE ANCHOR 4? PLACES) :' BEAM TOPANSTITCHING O 24"TOM O.C.
(TYP. TOP AND BOTTOM SMB J
IN LIEU OF TYP. Y4' a CONCRETE r 2x3x0.070 SEE TABLE FOR SIZES)
SCREWS FOR CORNER COLUMN PUIIiIN cl
LATERAL lV - BRACING ' 1zbw BY 2• Uwe V -
ANGLE, EACH WE (TYP.) � 2U3x0.070 GIRT/CFWIL R RA,;
- _ CONNECTION DETAIL-S� ` (sue Puw) 1x13• BY 3• U
--_ - `._•--- ;--- �'�-' �, g3AW—F)RMm RECIENNc CNANHEL ANf+YE. EACH SIDE (TYP.) = 0.
(MIN. 0.OW MATERIAL THICKNESS)
V x 2 IN x 1' x 3' I.G. (LEG (6 �K .5., EACH
(TYP. ALTOINATNE). •j (�j Lu
CO)
11A
-� •` MIN. (4) jIOx2- LONG ` Z
` q. S.M.S. INTO SCREW BOSSES QYi7 w
:�. Z4)SI S.Ms., �, (M. ALTERNATWE) � � G Z w
J-r'="•- '`�`,`... EACH LEG (TYP.) ,S.M.B. POST
4.
HOLLOW POSE CL
PURLIN TO ROOF BEAM CL Q
(3)` i12x, S.M.S. 1x5x)(1' ANGLE 6• LONG CONNECTION DETAIL Z
1x2 O.B. ATTACM BEAM W/ CTYP, !EACH BE") a
(2)-/1oX2- SAW -INTO scaEw Boss �..-.- U V'
(2) i0'ex3• LS @ EACH ANGLE z" Lu (n a:
(1)-1/4'jh' S.S. •THRU-BOLT J W
w/ 16':MUT AND WASHER NOTE- PRIMARY SCREEN ENCLOSURE BEAMS SHALL BE
O E!YCH SIDE OF BEAU ATTACHED TO HDST!STRUCTURE CONSISTING OF CHAIR RAIL / GIRT TO POST V 0
> C13NVENTIONAL TRUSS/RAFTER FRAHM WITH MAX
1112x2, S.M.S. O 24' O.C. FACIA TO BE 2x6 (4N.) S.P.F. OVERHANG NO TO EXCEED 3V UNLESS OTHERWISE CONNECTION DETAIL DRAWN BY µ DYK
1x2 O.B. TO SUPER GUTTER ON NESTER RED CEDAR NOTED ON PLAN DWG, �,�:-rs:_`
CHECKED BY. DYK
STRUCTURAL GRADE 2 MIN. BEAMS WITH
EA3)-jIVEROUL ATTACHED _- cay MAY BE SLOPED OR MT
(4),.i12x3/4- S.M.S. (D )4i'�R�x2' LG. LAG SCREW @ 24• tip, BEAMS WITH (ossitOx2 S.W.s Yd ' S.M.D. BEAM SCALE AS SHOWN
O.C. ENTIRE LENGTH [IF GUTTER 2x PURIJN Y _ INTO SCREW BOSS;
C�! `ti_ i- = x � _ (SEE PLAN FOR SIM DATE: &11L06
!' (MAY .BE SLOPED- ,
ROOF!'BFAM SECURE FASCIA TO EACH RAFTER TAIL . --OR Mn '�- 1 ` .
(MT%OR SLOPED) W/ (1) M•Ix4' LONG PAN HEAD LAG SCREWS (2)_NOx4' S.MS THRU. 2x3 - /
BEFORE ATTACHING SUPER GUTTER FAME RAIL INTO PURLIN SCREW' ' 1` 2x5x125 ANGLE-2 'WIDE WITH h
Boss (z) /14x1 `,INTO BEAM A (2)-iT4x1
INTO UPRIGHT. J
USE itOx��jy, S.M.S. O' 24' O.C.
" TO CONNECT TO 1x2'-0.11. TO 2x3.
1)_ ,� DO YEON KIM, P.E.
(( 2�d6• ANCLE, EACH SIDE ; � s( x'
(2 FOR 2x8 SMB OR LARGER.) � ' 010. =:
r TOrtCONN •7DMSid o.B470 • '. FLA. REG. NUMBER 49497
(1) Y'AxV L.G. LAG SCREWS n,
(OR)
❑ 1 (TYP. @ EACH REAM) Ix2 O.B�FASTENED• TO COLUMN/POST PURLIN FASTENED TO COLUMN/POST . � -
/ (1) 412x2' SAS @ 12' cc. (9j /12xY' S.MS. EACH SIDE
(4) 012x3/4• S.M.S. (MAX) BETWEEN BEAMS W/(2) i10xiY4�;.S.M.S.��INTO SCREW BOSSES WITH (4) i12x1' S.M.S. (EACH LEG)
OF BEAN 4(TW.) OR MIN 3 1¢' MAX. C-C
EACH LEG. ;') y�r (EAR END. TV.) TO FIT
1HICK Mi BAR BENT 6 12x�- S.M.S. EACH SIDE SPACD46 OF FASTENERS (TYPJ DO KIM SOCIATES, LLC
ifcNICK CONTINUOUS �t TO FR 806J-TO ;. ( / h
oNf a y �• ��% bt) OEIW FDR 2x5 COLUMN TO - �-;
5' or 7' SUPER GUTT[ R T+ 2x5 BF/1M I¢' MIN. BEAM EDGE P BOX 10039
HIM. 0A90' THICK j 9 rg DISTANCE (TYP.)
COLUMN/POST COLUMN/POST
TBmpB,FL33679
il
9' r
SECURE FASCIA TO EACH RAFTER TAIL
V/ 0J Ye'Ix4• LONG PAN HEAD LAG SCREWS
BEFORE ATTALYONG SUPER GUTTER
OF BEAM TO SUPER GUTTER
itOx3/4' S.N.S. Ys' CONTINUOUS BEAD OF CONSTRUCTION � SIDEWALL POST /COLUMN TO PURLIN, `�`�-�ti:MAIN POST /COLUMN TO ROOF BFJ4M ��
_CONNECTION DETAIL O 2' O.C. ADHESIVE CONNECTION DETAIL, ,.r �" CONNECTION DETAIL"it'
Drawing No.-060811
SHEET 1 OF 3
t
General 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 7005-753 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)-#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/,a"
%11
#12
0.219
3/e"
9
/>6
#14 (1/4")
0.250
'l2"
S/e"
9. Structure has been designed to meet the 611 Edition FBC (2017 FBC). Project is sited where the ultimate design wind speed, V-1f, is
150 mph 113-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 (ASO).
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.
& ASS❑CIATES, LLC
CONSULTING
STIR U-CTLJ RA L
ENGINEERS
PO Box10039
Tampa, FL 33679
1, 1 M7 1 ISSUED I
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DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
. 8/11106
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
D 140
SOCIATES, LLC
26887
M41159
. FL 33679
42,747
Drawing No. - 060811
SHEET 3 OF 3