HomeMy WebLinkAbout20-182 Homecrete Evans 11-11-20 Sh5Block beam with I"x as needed to
fill hanger
Strap Girder truss to wall using Sim son
GT strap with (1) 5/8" dia. ATR
embeded 12" min, in concrete and
(22) 10d nails Into wood beam
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Hang beams on columns using
Simpson MBHA 3.56/11.88 w—Tt-Ti 3/4" did. ATR top and f ace
with min. 7 embedment se in
Simpson ET Epoxy Tie Adhe ive
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Metal Sales Manuf turing Inc 5v M al Roofing
Installed per FL 411 0.1 over 3 lb felt
le,Qver p'I'Nood dttXched to trusses
p sheeting attachment diagr on roof plan
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Ceiling at 12'-0"
Strap beams to columns
using Simpson HETA 20
at each beam end
\Strap Beam to walls
using Simpson HUC 212-2
with (3) I/4" x 2" tapcons
in each flange into concrete
Strap Girder truss to wall using Simr)son
GT strap with (1) 5/8" dia. ATR
embeded 12" min, in concrete and
(22) IOd nails into wood beam
I-411
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Strap Girder truss to wall using Simpson
st rap wl dia.Al R
embeded 12" min. in concrete and
(22) 10d nails into wood beam
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24"
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BEAM SCHEDULE
Mark
Size and Description
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Two rows of beam block filled with concrete and 1 45 bar
continuous in each row. Provide precast lintel filled with
concrete and (1) #5 bar cont over openings
B2
(2) 2" x 12" SYP #2 PT
B3
(3) 2" x 12" SYP #2 PT
B4
One row of beam block filled with concrete and 1 #5 bar
continuous in each row. Provide precast lintel filled with
concrete and (1) #5 bar cont over openings
STRAPPING SCHEDULE
HETA 20,
ROOF SHEETING,
ATTA :HI"IENT DETAIL
I. Minimum Nall Size = 8d ring shank (min. 2" long)
2. Minimum Screw Size = 48 x 2"
3. Minimum Sheathing Thickness 19/32" CDX PI wood
-4. Use nails or screws based on pressure for roof stated
in permit info box on these plans for zone 3
Key
Area
Edge
Field
Fastener
Pressure
Zone 1
�"
8d ring shank
45 psf
Zone 2
41,
8d ring shank
psf
Zone 3
'4"
8d ring shank
84 psf
* * Zone 3 a
#8 wood screw
112.5 psf
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ROOF PL/4N
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�� TYPICAL ROOF NOTES: Scale 1/�" = DATE DRAWN
� �� 8-1i-20
° — Overhangs shall be 2 —O unless otherwise noted on this sheet DRAWN BY:
=3 — Roof pitch shall be �:12 unless otherwise noted on this sheet � A.E3.K.�C.C.U.
�>- B1 L1�o : — Truss shopdrawings to be provided b manufacturer > CHECKED BY:
g p �
E�w — Any changes to this plan shall be submitted to the
architect for approval In writing prior to starting construction. MODEL:
ALL TRUSS TO TRUSS CONNECTIONS BY � SERENITY
— TRUSS tIANUFACTURER � GARAGE
— Architect to review Truss Shop Drawings Prior RIGHT
o
N i to construction for layout and uplift verification Q
0 ° B1 — Contractor to provide for Form Board Survey and to provide Q SHEET
�, p y p �
B1 Form Board Survey to Truss Company prior to truss construction
L�fS BI — Contractor to provide the Architect with truss shop drawings Including W
ALL truss cut sheets showing ALL truss reactions prior to START of q.
er to design trusses for g p �
A o Il r f ad ng r gravity and metal OF FOUNDATION WORK for strapp and footin�gg size verification. JOB NUMBER:
or up I
TRUSS DEFLECTION SHALL NOT EXCEED O.S" ON ANY TRUSS. � 20-182
TRUSS LENGTH NOT TO EXCEED 35'
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I-22" x S-
'tic Access)
wit light
12 W
SIMPSON HETA 20 hurricane
anchor at each truss supporting
Max. 1810 lbs. uplift. Strap sh
have (9) IOd x I I/2" nails.
HETA 20
STRAPPING SCHEDULE
HTS 20
Simpson HTS 20 hurricane
anchor at each truss (24" o.c.)
supporting Max. I-f50 lbs.
uplift w/ (20) IOd nails
HTS 20
Use nails
or screws based on pressure
for
roof stated
in permit
info box on these plans for
zone
3
Additional Precast Lintel
#5 bars Lintel Bar Clear "A "B"
:•: Length Length Span Bars Bars
M -..� .. �:: • N CLEAR
2'-10" 2'-8" I'-6" 2,U3 none
r------ CLEAR
3'-6" 3'-4" 2'-2" 2,u3 none
8F8-OB/IT SF8-IB/IT SF8-IB/2T
Additional 2,u3 none
#5 bars
CLEA
One Flow of "Hj'
;. Block Above 5'-�{" 5'-2" 4'-O" 2,#i3 none
Precast Lintel M' none
�'•l. v
none
Additional i i
CLEAR4 ----� #5 bars '� ----�' 7' none
SFI6-IB/IT 8FI6-IB/2T
NOTES:
I. min. coverage of steel=l.5"
2. min. bearing required a ea. end=8" ALL reinforcing steel Is grade 60.
3. standard for reinf. steel=ASTM A6IS
TYPICAL LINTEL SECTION
( PRECAST CONCRETE )
LI>\ITEL SCHEDULE
Mark
Window
or Door
Unit
Width
Lintel
Size
Cast -Crete
Specification
Rows of
"H" Block
Above
" "
Bottom
Steel
Size
Top
Steel
Size
Max.
Gravity
Load
(PLF)
Max.
Uplift
Load
(PLF)
Max.
Lateral
Load
(PLF)
L22
2'-2"
3'-6"
8F8-OBAT
I
#5
3069
1569
1024
2'
2'-S"
4' -0"
-OBAT
2561
1363
-163L31
L45
4'-5"
5'-10"
SFS-OBAT
1
#5
1105
909
339
L50
5'-0"
6'-6"
8F8-OB/IT
1
#5
1238
835
-121
L60
6'_8"
-l'-6"
8F8-OB/IT
1
#5
1011
i2-1
534
L80
8'-0"
9'-4"
SFS-IB/2T
1
45
2
#5
i52
591
512
L90
9'-0"
10'-6"
8F8-IB/2T
I
1 #5
2
#5
643
530
401
L90B
9'-0"
10'-6"
8FI(.-IB/2T
ONE
1
#5
2
#5
1533
1183
401
1_100
10'-0"
ll'-4"
8F8-IB/2T
I
#5
2
#5
582
494
1 452
LIOOB
10'-O"
II'-4"
8FI6-8/2T
ONE
I
#5
2
#5
1366
1028
452
L120
12'-0"
13'-4"
8F8-IB/2T
I
#5
2
#5
4-11
428
324
L120B
12'-0"
13'-4"
8FI6-IB/2T
ONE
I
#5
2
#5
10i5
7110
324
L140
14'-O"
15'-4"
8FI6-8/2T
ONE
I
#5
2
#5
1250
609
259
L160
16'-0"
17'-4"
8FS-IB/2T
1
45
1 2
#5
300
1 192
194
LI60B
I6'-0"
17'-4"
8FI6-IB/2T
ONE
1
#5
1 2
#5
950
1 500
194
- ALL LINTELS SHALL BE MADE BY CAST-CRETE.
- LINTELS SHALL BE FILLED SOLID WITH 3000 PSI CONCRETE
- REFER TO CAST-CRETE CATALOG FOR ALL INFORMATION REGARDING
LINTEL CONSTRUCTION, HANDLING INFORMATION, AND SAFE LOAD REQ.
REQUIREMENTS
- LINTELS OVER 14'-O" LONG ARE TO BE PRESTRESSED.
- CONTRACTOR TO VERIFY ALL LINTEL SIZES BASED ON FINAL MASONRY
OPENING SIZES AND ADJUST LINTELS ACCORDINGLY PRIOR TO ORDERING
ANY/ALL LINTELS
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