HomeMy WebLinkAboutSTRUCTURAL PLANSENG. AND APPROVED WOOD TRUSSES SEE
TYP. WALL SECTION FOR ACTUAL HEEL
AND OVERHANG CONDITIONS
SEE TRUSS CONNECTOR NOTE
INSTALL PER. MFR. SPECIFICATIONS
_ _ SEE PLAN
11
r> 4'-0" MAX.
CONT. MASONRY BOND BEAM
CONT. POUR STOP
8" CMU WALL
A5 CONNECTION DETAIL
NOTE: MAY BE ATTACHED TO VERICAL TRUSS MEMBER FOR
DESIRED INSTALLATION DUE TO TRUSS PROFILE
DISCREPANCIES
PRE-ENGINEERED WOOD
ROOF TRUSS 0 24" 0/C
SIMPSON MGT W/ 22-10d
NAILS INTO TRUSS
CONC. TIE BEAM OR
MASONRY BOND BEAM
(1) JANCHOR
INTO BEAM W/
5" MIN. EMBED.
SET IN EPDXY
MAX. UPLIFT = 3965#
A5 CONNECTION DETAIL
PRE-ENG. WOOD TRUSSES
SEE TYP. WALL SECTION
FOR ACTUAL HEEL AND
O.H. CONDITIONS
USP HDPT2 OR HDPTD
FASTEN TO WALL W/NAILS
PER SCHEDULE AS REQD.
FRAME BEARING WALL
ELEV.
\—ISTRAP DBL, TOP PLATE TO STUDS
W/ "USP" SPTH 4, 6, OR 8 U-STRAP 0 R
TOP PLATE AND DOWN EACH SIDE
W/ (6) 10d NAILS (TYPICAL)
W/ WOOD STUDS 0 i6" O/C (PER PLAN
SOLID BLOCKING 0 4'-0" O/C
VERT. MAX.
STRAP BOTTOM PLATE TO STUDS
W/ "USP" SPTH 4. 6, OR 8 U-STRAP 0 R
BOTTOM PLATE AND UP EACH SIDE
W/ (6) 10d NAILS (TYPICAL)
5/8" WEDGE ANCHORS 0 24" O/C
AND 6" MAX. FROM OPENINGS
EMBED 4" MIN.
W/3"x3"x1/4" STEEL WASHERS
FLOOR SLAB
SECTION
4 CONNECTION DETAIL
A5
ALLOWABLE UPLIFT LOADS
FASTENER
TOTAL FASTENERS
SIZE
2
4
6
8
f0
12
Bd
220
440
660
880
1100
1320
fOd
265
535
800
1065
1333
1500
LOTT'S LINTEL BEAM SCHEDULE 1B/FT
LINTEL
LENGTH
ALLOWED LOAD
APPLIED LOAD
ALLOWED
UPLIFT
APPLIED UPLIFTLINTEL
SPECIFICATION
1
17'-4"
2106
355
788
247
8F34-lB/1T
2
4'-0"
7729
857
4771
286
8RF14-1B/1T
3
5'-4"
5809
157
3057
48
8F16-1B/1T
4
7'-6"
2882
130
1548
97
8F16-1B/lT
5
7'-6"
2882
120
1548
90
8Fi6-1B/lT
6
7'-6"
2882
355
1548
247
8F16-iB/1T
7
4'-0"
8859
1270
5572
435
8F16-lB/iT
8
3'-6"
10000
1253
9578
436
8F32-1B/iT
9
3'-6"
10000
1253
9578
436
8F32-iB/1T
10
7'-6"
7857
0
3323
0
8F32-iB/lT
11
13'-4"
3250
0
1178
0
8F32-1B/lT
12
10'-6"
1533
423
914
275
8F16-18/iT
13
9'-4"
2000
210
1027
82
8F16-18/lT
14
14'-B"
1079
217
477
75
BFi6-1B/1T
15
7'-6"
2882
271
1548
95
8Fi6-1B/1T
16
7'-6"
2882
946
1548
330
BF16-1B/lT
17
3'-6"
10000
1841
7428
650
BF16-18/iT
18
5'-4"
5809
840
3057
291
BF16-18/1T
19
7'-6"
2882
355
1548
247
BF16-1B/1T
20
4'-0"
8859
250
5572
100
BF16-1B/iT
21
4'-0"
8859
250
5572
100
BF16-1B/iT
a.
F = FILLED WiTH GROUT / U = UNFILLED ° a
x
QUkM OF j5 REBAR AT <
BOTTOM OF LINTEL CAVITY m e
An ?
8F16-1 B/1T
NOMINAL HEIGHT
QUANTITY OF #5
NOMINAL WIDTH REBAR AT TOP 7-5/8" ACTUAL
NOMINAL HEIGHT
Y
.s
TYP. 0 WALLS 8U8 8F16-0B/lT 8F16-lB/lT 8F24-OB/iT
#5 REBAR AT TOP
MIN. (1) REQ'D
1-1/2"
CLEAR
C.M.U.
GROUT
#5 REBAR REINFORCING
PROVIDED IN LINTEL (VARIES)
8F24-lB/lT
8F30-19/iT
(3) 16D TYP.
2 10d TYP.
. TRUSS
REINFORCE VERiiCAI MEMBERS
OF GABLE END TRUSS W/2x4
T-BRACE AT EA. VERi
NAIL w1i6d NAILS ®8" 0/C
A5 CONNECTION DETAIL
ROOF SHEATHING NAIL PER SCHEDULE
CONT. FASCIA BOARD (SEE WALL SECTION) NAIL
TO LADDER W/ 16d ®8" 0/C
2x4 LADDER FOR O.H. ®12" 0/C
ts' Max CONT. 2x4 LADDER PLATE ANCHORED TO GE
TRUSS W/ 16d NAILS ®8" 0/C MAX.
2x4 DIAGONAL BRACE RESTRAINT ®4'-0" 0/C
WALL SHEATHING NAIL PER SCHEDULE
GABLE END FASTEN TO SLEEPER W/ i6d NAILS
® 4" 0/C TYPICAL
CONT. 2X4 SLEEPER FASTEN TO BEAM W/ HILTI
XDNI 2-5/8" LG. ®6" 0/C
LISP TA24R EMBEDDED STRAP W/ (4) 16d NAILS
® EA. TRUSS VERT. WEB (24" 0/C)
CONT. CONC. OR MASONRY TIE BEAM SEE TIE
BEAM SCHEDULE
2x4 LATERAL BRACING ®4'-0" 0/C
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PROJECT LOG
ISSUED FOR START 10-10-17
ISSUED FOR PERMIT 11-13-17
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1/4" = 1'-O" U.N.O.
STRUCTURAL
PLAN
A-5