HomeMy WebLinkAboutTYPICAL SCREEN ENCLOSURE DETAILS 9-10-18BEAM STITCHING SCREWS (SEE TABLE) 8 24' O.C.
' SON
SO
2x PURUN
(MAYBE SLOPED OR FLAT)
�
` 5052=Fi32 •LEOUALUAL1/B' THICKNESS
SPACE SCREWS A - ` A -� «�SI, 1/B
& ASSOCIATES, LLC
EQUALLY (TYP.)
{— @Ax
-o
CONSULTING
—STRUCTURAL
ENGINEERS
PO Box 10039
2x2x1(I' ANGLE, EACH SIDE -- R '� — -
(4) #14x7' S.M.S., (2) SCR - - l� # k14x SCREWS
EACH LEG () l �,�
Tampa, FL 33679
t (8F9)Ti 83 -
_
RevjD&
Descri lion
�F
l (sr) (■N) (■:r) (:FMMiI)
ATTACH SUPER GUTTER W/ (2) Ys'0x2)¢'"y LINE LINE SCREWS PLATE
LAC SCREW 0 EACH PURUN AND Q- 1. A �� BEAM 'A' •B'&'C' TOTAL WIDTH
0
8rz7
ISSUED
g(' LZVY� �4*Si Pip
(1) y�14x2' LG. S.M.S m 12' O.C. MAX.
0 %- .zr
zon
THE ENTIRE LENGTH OF SUPER GUTTER 8 hQPp4 N� 6� �Oilo 2x5 3 3 32 14'
PURLIN TO SUPER GUTTER SIC.5GR`�S 2x6 4 3 40 14'
C
IL2x7 5 4 56 16'F
2xa 5 5 64 16'
2x9 5 6 72 16'
Q
ROOF BEAM 2x9(HW) 6 7 a8 18'
CONNECTION DETAIL -�
+ 2x10" - 7— 6--
BY 2' LONG ��==—�"''-..� BEAM - �- —
ANGLE, EACH SIDE (tYP.)
ANGLE,2x3xO.070 GIRT/CHN RAIL
SCANNED
(SEE PLAN)
2°x PURUN 410x4'.S.M,S, V/ IY'0 FENDER WASHER
St Lucie Count
AND NEOPRENE GASKET 2 12' D.C.
MIN. (4) #lOx2' LONG --
.^ ��� ^_
rn
J
S.M.S. INTO SCREW BOSSES •' _ •.: _'
24 SC 1 S.M.S.. (TYPEWS. AL,TrERNATIVE)/ i ^T—
EACH LEG (TYP.) ! . r - 2x2))�' ANGLE CUP, CUT AT
j S�M;, POST A 45' (+/-) ANGLE AND p C O O O O O O O Q. O
4 SCREEN
ATTACHOLLOW HWTTHTONE THE
(j Q
C
SWEMAAM 0 0 0 0 0 O O O O p O
POST MAY BEAM ( 1Y RU�F ; O O O O O O O O O O Q C
OR $S SPED _ SOLT, WITH FENDER WASHER. •" O O O O O O O O - O 0,-
ATTACHED TO BEAM OR EAVE RAIL �•
W
.. W -
DIAGONAL BRACING SHALL NOT BE /
Q D
O ATTACHED TO ROOF PURUNS. 3' COMPOSITE
V
>r� ROOF PANEL
CHAIR RAIL / GIRT TO POST 2x2x0.093 BRACE
C 0
(SEE PLAN) BEAM
Z
CONNECTION DETAIL / 2x$CDGE
'y (3)-%'O THRU-BOLT
W
Cl)Z
�i'SHER
- - W li'0 V
PLAN - TYP CAL DIAGONAVR00F NOTCHr.? POST TO ACCEPT BEAM
"�
0BEA�STITCHING
W
c z W
BRACE CONNECTKN'
(SEE-?P 3x013R POST
O O (�
SCREW T & B 8 (SEE -?PLAN FOR SIZE)
co
24' C. (SEE TABLE FOR SIZE) x",
(5) ¢12x3/4' S.M.S. Ix5x)6' ANGLE 6' LONG
1x2 O.B. ATTACHED TO BEAM W/ (TYP. 8 EACH BEAN) /
LQ.
r Q
Z V V
(2)-Ij10X2' S.M.S. INTO SCREW BOSS `-' •
�' `
W U) O.
(2) Y'Ox3' LG, e EACH ANGLE
(1)-1/4%" S.S. THRU-BOLT COMPOSITE ROOF_TO S:M.B. EDGE BEAM
U �
W
W/Yi NUT AND WASHER
CONNECTION DETAIL
EACH SIDE of eFAM :. -, �,
_ --
DRAWN BY. DYK
COMBINED/TOTAL FACIA TO HE -=
�12x2' S.M.S. • 24' O.C. "r—~ MIN. LONG S.M.S. INTO
/ ` i MIN. 1 ACTUAL WOOD DEPTH, (3) /12x>4' S.M.S., EACH LEG AND
CHECKED BY: DYK
1x2 O.B. TO SUPER GUTTER W BOSSES
SP.F, DR NESTER RED CEDAR (6) #12W S.M.S. CHANNEL TO BEAM SCREW BOSSES (TYP. ALTERNATIVE)
O
STR6CTURAL GRADE 2
SCALE: AS SHOWN
lr.
(9) SCREW TOTAL
(4) /12x3/4' S.M.S. j� (1) i"0x2' G. LAG SCREW 8 24' BEAM STITCHING 0 24' O.C.
l
(TYP. TOP AND BOTTOM OF 5M8
'
DATE: 8111106
D.C. NTIRE %ENGTH OF GUTTER
u 2x3x0.070 SEE TABLE FOR SIZES) 300.093 POST (MIN.)
1
ROOF BEAM PURUN :
SECURE FASCIA TO EACH RAFTER TAIL ;^
(FLAT OR SLOPED) f V/ (1) Y'0zd' LONG PAN HEAD LAG SCREWS a (6) M1404' S.M.S.TOTAL, (3) EACH LEG
BEFORE ATTACHING SUPER GUTTER -- � W MIN. C-C SPACING (TYPJ • v
-
_-
(,
yI 3' BASE INSERT V/1Y2' VERTICAL LEGS W
IL t \4�.
� a d
)6THICK 6063-T6 ALLOY (TYP.) Ty
(1)-2x2x1(1' ANGLE, EACH SIDE lxtx)6° BY 3' LONG (2) WO STAINLESS STEEL OR wy v
(2 FOR 2x8 SMB OR LARGER.) aree�rc_FORMED RECIEMNG CHANNEL ANGLE, EACH SIDE (TYP.) HOT DIPPED GALVANIZED q
���``
DO YEON KIM, P.E.
FLARE BER49497
(1) Y4 Ox2' LG. LAG SCREWS (MIN.-0.062- MATERIAL THICKNESS) WEDGE ANCHORS V/ 2)'4' MIN..!'
/1 (TYP. 8 EACH BEAM) 1' x 2 1/8' x 1' x 3' LG. (3) Q12A- S.M.S., EACH EMBEDMENT INTO CONCRETE• j /�)
R / LEG (6) TOTAL
EACH LEG. .. ��'a (1) N12x2' S.M.S 8 12, O.C.(TVAL�NA� (TYP.) 7j"
(4) /12x3/4' S.M.S. - (MAX) BETWEEN BEAMS TOP OF CONCRETE �•K •�•• r; ••.
I(6' THICK CONTINUOUS (MIN. 4' NOMINAL ) '! '; j •; +.� /';
DO KIM SS CIATES, LLC
6887
PO x 9
± .i:
ANGLE ..•�'• %'
Tampa, FL
5' or 7' SUPER GUTTER +' .f •• �' ,�.�
• c� .
MIN, 0090' THICK ` •
•A , .
SECURE FASCIA TO EACH RAFTER TAIL PURLIN TO ROOF BEAM -
V/ (1) Y'0x4' LONG PAN HEAD LAC SCREWS
•
BEFORE ATTACHING SUPER GUTTER CONNECTION DETAIL SCREEN ROOF TO PANEU COMPOSITE
ROOF BEAM TO SUPER GUTTER
%1ox3/4° S.M.S. Y' CONTINUOUS BEAD OF CONSTRUCTION COLUMN TO FOUNDATION
CONNECTION DETAIL o 2' O.C. ADHESIVE
DrawingNo. - 060811
CONNECTION DETAIL
SHEET 1 OF 3
-
DOUBLE S.M.B. BEAM
(SEE PLAN FOR SIZE)
S.M.B. BEAM
#14x 4' m 24' O.C.(SEE PLAN FOR SIZE) -�_.-.,:_^ _
_ (TYP.)
POST
THRU-BOLT
(SEE PLAN FOR.SIZE
C4)- 0 THRU-BOLT
W/ lk WASHERS
4, TCH POST TO
CCEPT BEAM
POST
j(1)-#1004" 6 12' O.C. OR
(1)-#I4xY: m 24. O.0 S.M.S. �•
AT MIDHEIGHT OF BEAM
_� ---
SM:S-
® 24' O.C., TOP i
�`� - - --- ----- & BOTTOM,
POST CONNECTION DETAIL
;2)-#14xY4" S.M.S.
14ROUGH Ya OF 2x
UPRIGHT INTO
POST O 12" O.C..
,_(S) j114-2xV4 S.M.S. EACH SIDE
OF BEAM
�:-,_•DOUBLED BEAM
(SEE PLAN' -FOR -SIZE)_
BEAM STITCHING SCREW O 24' O.C.
(TYP. TOP AND BOTTOM OF SMB)
TYP. BEAM TO DOUBLE CARRIER
BEAM CONNECTION
SINGLE S.M.H. BEAM
(SEE PLAN FOR SIZE:
I'M
(4)-%'0 THRU-BOLT
W/ 1}' WASHERS
%14x 4" • 24' O.C.
(TYP-)
(TYP. EACH STRi
AND EACH SIDE)
MIN. IW BEARING LEG.
#14xl¢' SMS W/ INTEGRAL 31410
WASHER AND NEOPRENE GASKET
E 12' D.C. - (TYP.)
2. 0 DOLLOP OF CE
ADHESIVE ® S' mc.
POST (SEE PLAN FOR SIZE) (3)-%'0 THRU BOLT
WAWO WASHER
2x PURUN
(MAY BE SLO
OR
2x SMB
UPRIGHT OR O.B.
SEE
PLAN
6' BASE INSERT W/2%' VERTICAL
LEGS THICK ALLOY
DO NOTT USE CASTT ALUM, BASES (TYP.)
2x3x0,044
FOR
SIZE
LOCATION)
DIPPED GALVANIZED
(4)-WO HOTSINGLE
WEDGE ANCH13RS W/ 3' MIN, EMBEDMENT
S.M.B. BEAM
(SEE PLAN FOR SIZE)
PURUN FASTENED TO BEAM
O
INTO CONCRETE.
WITH (4) 112x1' S.M.S. (EACH LEG)
31 USING �' THICK FLAT BAR BENT
;� , •
.. c �•• TOP OF CONCRETE
•' •
(3)-%'O THRU-BOLT
TO FIT (6063-T6 ALLOY)
•�
W/ le WASHERS
•
• w •' ' ' •• • •�
'.��'•'
NOTCH POST TO
-
ACCEPT BEAM
6X60.125 (MIN.) POST TO
POST
2' MIN. EDGE
CONCRETE CONNECTION DETAIL
DISTANCE (TYP,)
TYP. EAVE RAIL BEAM CONNECTION
(2)-#IOx3' S.M.S. W/ IY4'0 FENDER WASHER
AND NEOPRENE GASKET
— LAID FLAT 2x4 S,M.B. BRACE
00000000000000000,
O O O O O O O O
00000\0\0000000000C
3' COMPOSITE PANEL
2X10 CARRIER BEAM
DETAIL 2
LAID FLAT 2x4 S.N.B. BRACE
3' COMPOSITE
ROOF PANEL
000000000
00000 0000 O Oc
000000000000c
0000000000000000000000 CC
SECTION A A
b
- FACIA TO BE 2x6 (MIN.
"� Ce (1) Y4 0x2' LG. LAG SCREW E 12'
O.C. ENTIRE LENGTH OF GUTTER
I
SECURE FASCIA TO EACH RAFTER TAIL
N(-r-PAN'mlRAG=SCF
�I-'BEFORE ATTACHING SUPER GUTTER
SOFFIT
COMPOSITE ROOF TO SUPER GUTTER
CONNECTION DETAIL
S.M.B. BEAM -� - COMPOSITE PANEL ROOF�DETAIL NOT SHOWN FOR CLARITY.
--;SEE--DETAIL,ABOVE FOR CONNECTION DETAIL.
tf� 00 O'O,-,o 0-0-0
O O
O O 0.• O O O O O C
/ O J000000a0000000000C
4x2X%- ANGLE f
(TYP. EACH SIDE OF BEAM
(12) #140/4" S.M.S., (6) SCREWS —
EACH LEG - (24) TOTAL,
(TYP. EACH SIDE OF B )
(3)-%'o BOLTS W// }'\ WASHER
(TYP. ® EACH BEAM) 17
— NOTCH POST TO RECEIVE BEAM
6"x6'x0.125' MIN. COLUMN
(TYP.)
COMPOSITE ROOF TO CARRIER BEAM/POST
CONNECTION DETAIL
(3) #14x%' S.M.S.
(TYP. EACH STRAP
AND EACH SIDE)
(2)-#IOx3' S.M.S. W/ 13'4 0 FENDER WASHER
AND NEOPRENE GASKET
LAID FLAT 2x4 S.M.H. BRACE -,
DODODO0;0-0
000000000
00O 01' O O
EXTRUDED OR BRAKE -FORMED RECEIVING
CHANNEL (0.044' MIN. THICKNESS) WITH
MIN. II¢' BEARING LEG.
1x5x;6' ANGLE 4' LONG
(TYP. 2 EACH BEAM)
FACIA TO BE 2x6 CMIN.)
CI> Y4 Ox2' LG. LAG SCREW 8 12'
�; aG ENTIRE LENGTH DF GUTTER
�= SECURE FASCIA TO EACH RAFTER TAIL
WAD Y'Ox4' LONG PAN HEAD LAG SCREWS
., BEFORE ATTACHING SUPER GUTTER
SOFFIT
& ASSOCIATES, LLC
CONSULTING
-STR-O CTU-RAL—
ENGINEERS
PO Box 10039
ampa, FL 33679
I ,1, 120 71 I ISSUED I
c
�
0
U
4)
0
—1y
U
U
Z
W
�
W
Z
w
C
g
a
cl)
Z
C-)
U
W
u)
a
L)
DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
8111/06
DO YEON KIM, P.E.
FLA. REG. NUMBER 49497
DOQI&A SOCIATES,LLC
26887
x 10039
FL 33679
41a'ty
DETAIL 1
Drawing No. - 060811
SHEET 2 OF 3
SEE POST TO FIN. DETAIL
• - c1 p
_ APPROXIMATE
° a ° a ° GRADE
° :. °. a #3 TIES O 24" O.0
°
a " (MIN.)
'.
v IL -A.
° (2)—#5's CONTINUOUS
• I I I I —I I I I I T&B, 36" OVERLAP SPICE.
3" COVER COMPACTED OR
(TYP) 2v COVER UNDISTURBED SOIL/SAND
(TYP)
16"
CONTINUOUS FOOTING DETAIL
N13TCH KNEE BRACE TO ACCEPT BEAM
FASTEN WITH (6) #14X3?4- S.M.S., DOUBLE BEAM (PATIO/S.M.B.)
EACH SIDE. OR (2) Y� 0 THRU BOLTS
W/ WASHER L NUT.
(ALTERNATIVE) CONNECT KNEE BRACE
W/ 0.050' THICK •U' CHANNEL. 6063-T6
ALLOY PLATE OR STRONGER, FASTEN
WITH (6)-#14X%" SMS EACH SIDE,
(6)-#10%1 SMS WEB OF CHANNEL.
1
1D
4x4x0.125 KNEE BRACE
OR SEE PLAN F-
OR SIZE
00J ALLOY PLATE OR STRONGER FASTEN'' J
d WITH (6) k SX SMS EACH SIDE-
` OR C2 HDLTS WZWASHER� NUT.
O w
KNEE BRACE LENGTH
(24- MIN.)
(6)-#14x� S.M.S.
KNEE BRACE CONNECTION DETAIL
General Notes and Specirications:
1. Contractor shall fie_ ld _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, 00 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.
7. Connections using screw bosses shall have minimum (4)-#10x2" per connection unless shown otherwise.
8. Unless otherwise shown. screws shall have minimum edoe 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
5/16"
1/2„
#12
0.219
1 3/e"1
1/15'
#14 (1/4")
0.250
1 1/21,
5/8''
9. Structure has been designed to meet the 6'" Edition FBC (2017 FBC). 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 C. Design pressures are from Table 2002.4,
2017 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. Aluminum roof pans shall be of aluminum alloy 3105-H14 or 3105-H28. Composite panel skins shall be of aluminum alloy 3105-HlS
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.
& ASSOCIATES, LLC
CONSULTING
—STR-U-CTU-RA L
ENGINEERS
PO Box 10039
Tampa, FL 33679
RevJDate Descd lion
6127
2017 ISSUED
0
0
U
Q
C
�
-
ar
o
U
0
C
a)
J
U
Z
w
N
))
w
aa
C
Z
X
o
co
a
J
W
fN
a
LLI
U
�
DRAWN BY:
DYK
CHECKED BY:
DYK
SCALE:
AS SHOWN
DATE:
HN 1/06
DO PEON KIM, P.E.
FLA. REG. NUMBER 49497
DO KIM f
CIATES, LLC
887P0039Ta 33679
Drawing No. - 060811
SHEET 3 OF 3