#88997 Standale Lumber Engelsma Homes Mirecki Residence

Transcription

B
A2
LU
S2
4
A1
A
16'
A3
'
6
1
2'
A4
"4
4'
O3
C19
C20
2'
2'
2'
G2
1'10"
G
GL
G5
G4
V4
LUS24
1'10"8
L
V3
K
V2
N
U
U
6
H
E11
E12
E13
V1
V
N1
U1
M
V
V
V6
12'
15'9"
V5
V
U7
10'
G6
G7
16'4"
C18
LUS24
2'
U
LUS24
G3
G1
2'
BW
E10
J
2'
H
15'10"
1'10"
2'
2'
2'
2'
2'
2'
2'
2'
E9
HUS26
O5
CL1
PB6
O3
PB7
HUS26
23'8"
C15
O4
2'
2'
O8
2'
#88997 Standale Lumber
Engelsma Homes
Mirecki Residence
Lot: MIRECKI
Layout: DCS
Designer: Robert Herron
Contractor: ENGELSMA
Customer: STANDALE LBR GRANDVILLE
Address: 1100 AUTUMN RIDGE DRIVE NE
1
AA
14
W
W
13
W
AA
2'
C2
2'
2'
U5
C11
V5
AA
1
AA
L
1
W
W
W
2
11
AA
W
10
W
'
24
AB
2'
HUS26
8
W
6
W
4
W
10
W 11
W
2
E8
2'
2'
BP
11'
trusses stubbed
1/2" here (shtng)
E7
2'
O9
W
W9
E6
2'
PB1
6'
5
W
1
W
1
W
W
AB
14
W
6'
W9
6'
W
U
U
6
1
C17
U1
U1
W
4
W
3
PB2
D
THASL/R29
W
AA
PB3
Q
W
2
ODD SPACE
2'
4'
2'
HUS26
2'
C3
C5
23'8"
C1
CL3
2'
2'
7"11
1'4"5
U1
W
1
2'
2'
U4
U
E3
E5
U2
T6
W9
2'
C14
1
W
W
T4
2'
beam (by others)
built in wall.
hang into girder
LU
S2
4
T3
L
W
2' EL2
12' 2'
girder cantilevered
here to allow hanger
2'
2'
2'
BP
E1
2'
U3
2'
C6
C9 P
C10
C8
W
2'
10
T2
LU
S2
4
2'
2'
2'
BP
NO HANGER
2'
C4
C7 ODD SPACE
C
ER
S
H
N
O
CL2
1'1"10
S
1'11"4
2'
T1
THASL29
1
1
W
2'
2'
TJC57
W
AN
G
2 PLY
S1
S2
TJC57
W9
57
W
2'
HUS26 hangers raised 2" here (scissors only)
TH
AS
L2
9
2'
C
TJ
W
2'
E
2'
2'
R
T5
E2
2'
2'
2'
2'
16-11-1/8" den
O2
E4
EL1
2'
4'
2'
C12
2'
2'
11-1-1/8" entry & partial garage
LUS24
O1
12
2'
10-1-1/8" porch
PB5
4"
2'
11"4
PB4
2'
9-1-1/8" typical
these 2 trusses dropped
for 2x4 outlookers
A5
2'
'1
1
10'4"
A6
A7
F
12'8"
C13
1
2'
4'
A3
JOB NO:
88997
PAGE NO:
1 OF 1
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A 19'9" 7/6 Sci
This dwg. prepared by the ITW job designer program from truss mfr's layout.
Top chord 2x4 SPF #1/#2
Bot chord 2x4 SPF #1/#2
Webs 2x4 SPF Stud
:Lt Stub Wedge 2x4 SPF Stud::Rt Stub Wedge 2x4 SPF Stud:
115 mph wind, 15.00 ft mean hgt, ASCE 7-10, CLOSED bldg,
Located anywhere in roof, RISK CAT II, EXP B, wind TC DL=4.2 psf,
wind BC DL=6.0 psf.
Left and right cantilevers are exposed to wind
In lieu of structural panels or rigid ceiling use purlins
to laterally brace chords as follows:
CHORD
SPACING(IN OC)
START(FT)
BC
27
0.00
BC
75
2.21
BC
27
17.54
Apply purlins to any chords above or below fillers
at 24" OC unless shown otherwise above.
Wind loads and reactions based on MWFRS with additional C&C
member design.
Bottom chord checked for 10.00 psf non-concurrent bottom chord
live load applied per IBC-15 section 1607.
Deflection meets L/360 live and L/240 total load. Creep increase
factor for dead load is 2.00.
Truss designed for unbalanced snow load based on Pg=35.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
2.21
17.54
19.75
Shim all supports to solid bearing.
Maximum Reactions (lbs)
Loc R
/U
/ Rw / Rh / RL
9'10"8
9'10"8
L 996 / / 425 / / 78
H 996 / / 425 / /Wind reactions based on MWFRS
L Min Brg Width Req = 1.6
H Min Brg Width Req = 1.6
Bearings L & H Fcperp = 565psi.
/W
/ 4.0
/ 4.0
D 4X4
12
7
1
11
"3
1'5
3X4 C
E
6'5"
J
A-B
B-C
C-D
3X4
6X8
3X5 B
3'10"
Maximum Top Chord Forces Per Ply (lbs)
Chords Tens.Comp. Chords Tens. Comp.
'5"
3
K
3X5
2X6(G1)
G
12
L
1'10"8
4X4
H
8'6
"14
33 - 65 J - I
54 - 136 I - H
1323
0 H-G
16'
8'6
"14
1'10"8
B-L
B-K
K-C
C-J
J-D
2'2"8
7'8"
7'8"
95 - 858 J - E
1233
0 E-I
57 - 455 I - F
310
0 H-F
1140
0
2'2"8
19'9"
DESIGN CRIT=IBC 2015 /TPI-2014 FT/RT=3%(0%)/0(0)
0
- 135
- 65
Maximum Web Forces Per Ply (lbs)
Webs Tens.Comp. Webs
Tens. Comp.
DESC = A 19'9" 7/6 Sci
PLT TYP. WAVE
1323
54
33
9'1"2
4X4
2'2"8
2'2"8
A-L
L-K
K-J
3X5
I
6
7"14
0 - 1482
52 - 1383
141
- 33
Maximum Bot Chord Forces Per Ply (lbs)
F 3X5
2X6(G1)
A
141 - 33 D - E
52 - 1383 E - F
0 - 1482 F - G
PLY= 1 QTY= 4
REV. 15.02.00C.1217.15
**WARNING** READ AND FOLLOW ALL NOTES ON THIS DRAWING!
**IMPORTANT** FURNISH THIS DRAWING TO ALL CONTRACTORS INCLUDING THE INSTALLERS
Trusses require extreme care in fabricating, handling, shipping, installing and bracing. Refer to and follow the latest edition of BCSI (Building
Component Safety Information, by TPI and SBCA) for safety practices prior to performing these functions. Installers shall provide temporary
bracing per BCSI. Unless noted otherwise,top chord shall have properly attached structural sheathing and bottom chord shall have a properly
attached rigid ceiling. Locations shown for permanent lateral restraint of webs shall have bracing installed per BCSI sections B3, B7, or B10,
as applicable. Apply plates to each face of truss and position as shown above and on the Joint Details, unless noted otherwise. Refer to
drawings 160A-Z for standard plate positions.
ITW Building Components Group Inc. shall not be responsible for any deviation from this drawing,any failure to build the truss in conformance
with ANSI/TPI 1, or for handling, shipping, installation and bracing of trusses.
A seal on this drawing or cover page listing this drawing, indicates acceptance of professional engineering
responsibility solely for the design shown.
The suitability and use of this drawing for any structure is the responsibility of the Building Designer per ANSI/TPI 1 Sec.2.
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A 19'9" 7/6 Sci
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =108.3
DUR. FAC 1.15
SEQ - 127065
SPACING 24.0 "
TYPE SCIS
310
57
1233
95
- 36
- 455
0
- 858
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A1 19'9" 7/* Sp Hip
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
9.02
BC
27
0.00
BC
52
2.21
BC
36
6.10
BC
23
8.91
BC
36
10.84
BC
52
13.65
BC
27
17.54
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
10.73
2.21
6.10
8.91
10.84
13.65
17.54
19.75
Loc R
/U
/ Rw / Rh / RL
5'6"12
3'5"3
1'9"3
5'3"
7
5X10
E
6'5
"4
6'5
N 1019 / / 414 / / 59
I 1019 / / 414 / /Wind reactions based on MWFRS
N Min Brg Width Req = 1.6
I
Min Brg Width Req = 1.6
Bearings N & I Fcperp = 565psi.
3'8"
4
4
3'8"
4X6
D
12
5'6"12
1'9"3
12
4.72
3'5"3
4X6 C
F
A-B
B-C
C-D
D-E
4X4(R1)
3'10"13
1'11"11
2'10"12
4X6 K
G
4X6
M
5X5
2X6(G1)
A
3X5
2X6(G1)
H
12
7"14
A-N
N-M
M-L
L-K
9'1"2
6
4X6
N
12
1'10"8
1'10"11
"2
2'11
16'
I
2'11
"2
4X6
B-N
B-M
C-M
C-L
L-D
L-E
2'2"8
3'11"5
2'9"5
1'10"11
2'9"5
36 - 80 K - J
62 - 153 J - I
1078 - 140 I - H
1249 - 131
3'11"5
2'2"8
179
1198
97
322
330
138
- 862
- 186
- 226
- 11
- 16
- 131
E-K
K-F
J-F
J-G
I-G
19'9"
DESC = A1 19'9" 7/* Sp Hip
PLT TYP. WAVE
PLY= 1 QTY= 1
1079
62
36
- 140
- 154
- 79
Tens. Comp.
"15
2'2"8
2'2"8
281 - 1409
254 - 1329
164
- 35
1'10"8
4'4
5
"1
4'4
165 - 35 E - F
254 - 1328 F - G
281 - 1411 G - H
290 - 1252
J
3.99
/ 4.0
/ 4.0
"4
5X10
L
3X5 B
/W
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A1 19'9" 7/* Sp Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =111.0
DUR. FAC 1.15
SEQ - 127067
SPACING 24.0 "
TYPE SPEC
330
284
97
1199
179
- 15
- 12
- 225
- 186
- 862
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A2 19'9" */12 SP Girder
Top chord 2x4 SPF #1/#2 :T2, T4 2x4 SPF 1650f-1.5E:
Bot chord 2x6 SPF 1650f-1.5E :B1, B5 2x4 SPF #1/#2:
Webs 2x4 SPF Stud :W2, W6 2x4 SPF #1/#2:
Special loads
------(Lumber Dur.Fac.=1.15 / Plate Dur.Fac.=1.15)
TC- From 76 plf at 0.00 to 76 plf at 1.42
BC- From 20 plf at 0.00 to 20 plf at 2.22
PLB- 320.82 lb Conc. Load at ( 8.09,11.03), (9.06,11.03), (10.69,11.03)
(11.66,11.03)
wind BC DL=6.0 psf.
Wind loads and reactions based on MWFRS.
Truss designed for balanced snow load based on Pg=35.00 psf,
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
1'5"
6'7"5
3'8"6
6'7"5
1'5"
3'8"6
12
4.72
4
7'1"
5X6
C
5X5
D
7'1"
4
1'7
"
"1 1
1'7
1'5"13
1'10"12
4'1"
8X10 B
I
8X10
10X10
11
A-B
B-C
C-D
8X10
E
F 2X6(G1)
7"14
A-J
J-I
I-H
9'1"2
J
3.99
G
12
1'10"8
16'
3'10"14
6 '0 "
2'2"11
B-J
B-I
I-C
C-H
2'2"11
5'8"7
3'10"14
5'8"7
240 - 31 H - G
46 - 609 G - F
3111 - 209
46
242
116 - 1378 D - H
3755 - 248 H - E
987 - 43 G - E
20 - 33
972
- 43
3744 - 247
116 - 1376
2'2"11
19'9"
DESC = A2 19'9" */12 SP Girder
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
- 607
- 31
Tens. Comp.
2
2'2"11
242 - 3517
72 - 210
5X5
1'10"8
6 '0 "
2
72 - 209 D - E
242 - 3526 E - F
209 - 3104
H
2X6(G1)
A
5X5
/ 5.7
/ 5.7
12
7
/W
J 1507 / 58
///G 1507 / 58
///Wind reactions based on MWFRS
J Min Brg Width Req = 2.4
G Min Brg Width Req = 2.4
Bearings J & G Fcperp = 565psi.
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A2 19'9" */12 SP Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =117.9
DUR. FAC 1.15
SEQ - 127077
SPACING 24.0 "
TYPE SPEC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A2 19'9" */12 SP Girder
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
8.05
11.70
BC
27
0.00
2.22
BC
72
2.22
7.89
BC
48
7.89
11.86
BC
72
11.86
17.53
BC
27
17.53
19.75
DESC = A2 19'9" */12 SP Girder
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A2 19'9" */12 SP Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =117.9
DUR. FAC 1.15
SEQ - 127077
SPACING 24.0 "
TYPE SPEC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A3 19'9" 7/12 Common
Webs 2x4 SPF Stud
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
member design.
END(FT)
19.75
Loc R
/U
/ Rw / Rh / RL
9'10"8
9'10"8
11
'5"
3
3
'5"
11
12
/ 4.0
/ 4.0
C 4X4
7
/W
H 975 / / 406 / / 78
F 975 / / 406 / /Wind reactions based on MWFRS
F Min Brg Width Req = 1.5
Bearings H & F Fcperp = 565psi.
A-B
B-C
236 - 89 C - D
95 - 709 D - E
95
236
- 709
- 89
6'5"
3X4 B
D
A-H
H-G
3X4
94 - 122 G - F
568 - 35 F - E
568
94
- 35
- 122
Tens. Comp.
2X6(G1)
A
H-B
B-G
C-G
2X6(G1)
E
7"14
186 - 1034 G - D
119 - 106 D - F
266
0
119 - 106
186 - 1034
9'1"2
3X4
6X8
G
H
1'10"8
3X4
16'
F
1'10"8
19'9"
DESC = A3 19'9" 7/12 Common
PLT TYP. WAVE
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A3 19'9" 7/12 Common
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =99.7
DUR. FAC 1.15
SEQ - 126477
SPACING 24.0 "
TYPE COMN
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A4 19'9" 7/12 Pan
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
BC
53
0.00
BC
75
4.54
BC
31
15.33
BC
53
17.56
All plates are 3X4 except as noted.
(**) 4 plate(s) require special positioning. Refer to
scaled plate plot details for special positioning requirements.
wind BC DL=6.0 psf.
member design.
END(FT)
4.54
15.33
17.56
19.75
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
9'10"8
9'10"8
P 978 / / 407 / / 78
P Min Brg Width Req = 1.5
Bearings P & H Fcperp = 565psi.
/W
/ 4.0
/ 4.0
D 4X4
12
7
1
11
"3
1'5
A-B
B-C
C-D
E
6'5"
C
'5"
3
3X5 B
1'
3"8
7"14
P
1'10"8
5X6(**)
O M
1.5X4(**)
1.5X3
N
3X8
L
3.61
16'
5X6(**)
KI
1.5X4(**)
1.5X3
J
A-P
P-O
P-N
O-M
M-L
2X6(G1)
G
9'1"2
H
1'10"8
10'8"
2'5"8
4'5"
2'2"4
B-P
B-M
O-N
M-C
C-L
D-L
4'5"
2'2"12
1"8
1"8
10'8"
2'2"12
41 - 109 L - K
52 - 155 K - I
0
-4 J - H
54 - 154 I - H
799 - 15 H - G
2'2"4
85 - 831 L - E
947 - 35 E - K
32
0 K-F
77 - 222 J - I
74 - 285 H - F
295
0
19'9"
DESC = A4 19'9" 7/12 Pan
PLT TYP. WAVE
PLY= 1 QTY= 3
REV. 15.02.00C.1217.15
- 769
- 910
- 36
799
54
0
52
41
- 15
- 153
-4
- 155
- 109
Tens. Comp.
12
2'5"8
89
75
169
F 3X5
2X6(G1)
A
169 - 36 D - E
75 - 909 E - F
89 - 769 F - G
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A4 19'9" 7/12 Pan
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =120.2
DUR. FAC 1.15
SEQ - 126479
SPACING 24.0 "
TYPE SCIS
74
77
947
33
85
- 286
- 221
- 35
0
- 831
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A5 19'9" 7/12 Common
Webs 2x4 SPF Stud
:Rt Slider 2x10 SP 2400f-2.0E: BLOCK LENGTH = 2.563'
:Lt Stub Wedge 2x4 SPF Stud:
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
END(FT)
19.75
wind BC DL=6.0 psf.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
9'10"8
9'10"8
11
'5"
3
3
'5"
11
12
/ 4.0
/ 5.7
C 4X4
7
/W
I 1060 / / 444 / / 78
J 862 / / 348 / /Wind reactions based on MWFRS
I
Bearings I & J Fcperp = 565psi.
A-B
B-C
C-D
255 - 75 D - E
106 - 851 E - F
105 - 888
148 - 1231
653 - 1536
6'5"
3X5 B
D
1.5X3
A-I
I-H
E
632
1075
6X8(**)
F
I-B
B-G
7"14
182 - 1159 C - G
187 - 57 G - D
390
136
9'1"2
3X4
I
3X5
H
1'10"8
3X8
G
J
8"11
17'1"13
19'9"
DESC = A5 19'9" 7/12 Common
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
- 43
- 82
Tens. Comp.
3X4
2X6(G1)
A
87 - 138 H - G
632 - 43 G - F
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A5 19'9" 7/12 Common
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =103.6
DUR. FAC 1.15
SEQ - 126481
SPACING 24.0 "
TYPE COMN
0
- 508
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A6 21'0"5 7/12 Common
Bot chord 2x4 SPF #1/#2 :B2 2x8 SP 2400f-2.0E:
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
Left cantilever is exposed to wind
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
9'10"8
Loc R
/U
/ Rw / Rh / RL
1'2"4
9'11"9
I 1119 / / 465 / / 78
I
Bearings I & F Fcperp = 565psi.
11
'6"
7
3
'5"
11
12
/W
/ 4.0
/ 5.7
C 4X4
7
END(FT)
21.03
A-B
B-C
289 - 67 C - D
102 - 990 D - E
104 - 1019
147 - 1413
D
6'5"
3X5 B
A-I
I-H
H-G
1.5X3
80 - 165 G - E
685 - 45 E - F
686 - 44
1136
0
- 82
0
Tens. Comp.
2X6(G1)
A
I-B
B-G
E 2X8
7"14
7"4
3X4
I
H
6X8
G
3X8
1'10"8
174 - 1296 C - G
244 - 14 G - D
504
147
9'1"2
F
19'1"13
21'0"5
DESC = A6 21'0"5 7/12 Common
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A6 21'0"5 7/12 Common
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =119.0
DUR. FAC 1.15
SEQ - 126483
SPACING 24.0 "
TYPE COMN
0
- 451
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A7 20'9"13 7/12 Girder
Top chord 2x6 SPF 1650f-1.5E
Bot chord 2x8 SP 2400f-2.0E
Webs 2x4 SPF Stud
Nail Schedule:0.131"x3", min. nails
Top Chord: 1 Row @12.00" o.c.
Bot Chord: 1 Row @ 3.00" o.c.
Webs : 1 Row @ 4" o.c.
Repeat nailing as each layer is applied. Use equal spacing
between rows and stagger nails in each row to avoid splitting.
4" o.c. spacing of nails perpendicular and parallel to
grain required in area over bearings greater than 4"
wind BC DL=6.0 psf.
Special loads
BC- 1413.46 lb Conc. Load at 1.06
Right end vertical not exposed to wind pressure.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
3 Complete Trusses Required
8'
5'10"5
Q 6011 / / 206 / /I 5695 / / 123 / /Wind reactions based on MWFRS
Q Min Brg Width Req = 2.2
Bearings Q & J Fcperp = 565psi.
6'11"8
"6
7
A-B
B-C
C-D
D-E
C 4X6
"2
9'3
/ 4.0
/ 5.7
6'9
12
/W
0
0
0
0
- 2119 E - F
- 1925 F - G
- 1932 G - H
- 3846
0 - 2388
0
-5
0
0
6'11"8
3X4 B
6'5"
D
4X12
E
5X8(SRS)
F 4X8
Q-P
P-O
O-N
N-M
1.5X3
G H
5X5 A
3'
1'9"
P
H0310
O
6X8
N
5X7
M
4X4
L
4X6
K
5X5
J
3X10
0
0
0
0
M-L
L-K
K-J
J-I
2639
3467
2204
0
I
20'9"13
A-Q
A-P
P-B
B-N
C-N
N-D
M-D
0 - 1596 D - L
1845
0 L-E
180 - 58 E - K
0 - 195 K - F
1779
0 F-J
0 - 1459 G - J
602
0
1495
0
0 - 1019
0 - 1400
1570
0
0 - 2761
6
- 57
DESC = A7 20'9"13 7/12 Girder
PLT TYP. WAVE
PLY= 3 QTY= 1
REV. 15.02.00C.1217.15
0
0
0
0
Tens. Comp.
9'1"2
Q
2X6
17
1791
1791
2657
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A7 20'9"13 7/12 Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =521.1
DUR. FAC 1.15
SEQ - 126406
SPACING 24.0 "
TYPE COMN
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / A7 20'9"13 7/12 Girder
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
13.86
20.82
BC
120
0.00
20.82
DESC = A7 20'9"13 7/12 Girder
PLT TYP. WAVE
PLY= 3 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
A7 20'9"13 7/12 Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =521.1
DUR. FAC 1.15
SEQ - 126406
SPACING 24.0 "
TYPE COMN
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / AA 3'9"12 7/4 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
46
0.00
(J) Hanger Support Required, by others
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
3.81
Loc R
/U
/ Rw / Rh / RL
2'10"8
11"4
G 449 / / 190 / / 27
E -27
/ 28
/ 17 / /Wind reactions based on MWFRS
F Min Brg Width Req = Bearing G Fcperp = 565psi.
12
7
4
"
1'1
12
6
3'0"
A-B
B-C
D
1.5X3C
7"8
2X6(G1)
A
A-G
G-F
1'10"8
168 - 241 F - E
2 - 36
G-B
B-F
184 - 403 C - F
68
-4
3X4 F E
G
1'11"4
3'9"12
DESC = AA 3'9"12 7/4 Jack
0
-6
PLY= 1 QTY= 2
0
0
Tens. Comp.
11'1"2
2X4
298 - 147 C - D
9 - 45
2'1"9
1'7"
/ 4.0
/-
4X6(SRS) B
PLT TYP. WAVE
/W
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
AA 3'9"12 7/4 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =23.8
DUR. FAC 1.15
SEQ - 126485
SPACING 24.0 "
TYPE SPEC
4
- 20
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / AA1 1'11"4 7/4 Jack
Webs 2x4 SPF Stud
:Lt Level Return 2x6 SPF 1650f-1.5E::Lt Level Return 2x4 SPF Stud:
CHORD
SPACING(IN OC)
START(FT)
BC
23
0.04
wind BC DL=6.0 psf.
End verticals not exposed to wind pressure.
member design.
END(FT)
1.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
11"4
1'
K 364 / / 93 / / 25
G 36
/ 36
K Min Brg Width Req = H Min Brg Width Req = -
12
7
6
3'0"
1'7"
1.5X3
4X6(SRS) D
1.5X3
C
1.5X3 B
1.5X4 A
A-B
B-C
C-D
3'3"
4X4
4'1"9
3X4
I
45
50
320
-4 D - E
0 E-F
- 48
- 22
-6
11'1"2
I-H
5
- 66 H - G
0
0
HG
2'
Tens. Comp.
A-J
B-J
C-I
I-K
9'1"2
K
5
-6 I - D
4
-1 D - H
367 - 312 E - H
111 - 364
1'11"4
1'10"8
LEFT RAKE = 1'11"11
DESC = AA1 1'11"4 7/4 Jack
PLT TYP. WAVE
19
0
J 1.5X3
7"8
//-
EF
2'1"9
4
"
1'1
12
/W
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
AA1 1'11"4 7/4 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =30.0
DUR. FAC 1.15
SEQ - 126487
SPACING 24.0 "
TYPE SPEC
53
119
16
- 358
-8
- 51
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / AA2 1'11"4 7/4 Jack
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
BC
23
0.04
wind BC DL=6.0 psf.
member design.
END(FT)
1.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
11"4
1'
H 117 / / 31 / / 16
E 105 / 28
H Min Brg Width Req = F Min Brg Width Req = -
12
7
0
1'0"1
"
1'1
12
1.5X3
CD
1'7"
4X4
FE
A-B
B-C
- 15 C - D
- 23
0
-6
G-F
9'1"2
H
122
18
11'1"2
2'
3'3"
3X4
G
//-
2'1"9
4X6(SRS) B
1.5X3 A
4'1"9
4
/W
A-G
G-H
G-B
DESC = AA2 1'11"4 7/4 Jack
PLY= 1 QTY= 4
- 63 F - E
0
0
Tens. Comp.
1'11"4
31
56 - 38 B - F
0 - 117 C - F
10 - 127
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
AA2 1'11"4 7/4 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =21.6
DUR. FAC 1.15
SEQ - 126224
SPACING 24.0 "
TYPE SPEC
115
16
- 53
- 50
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / AB 5'3"3 */12 HJ Girder
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
63
0.00
member design.
END(FT)
5.27
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
4'0"13
1'2"7
12
4.95
9
1'3"
12
A-B
B-C
D
1.5X3 C
A-G
G-F
2'0"15
7"8
2X6(G1)
A
2X6
2'7"1
0
4X4
303 - 442 F - E
5 - 76
0
G-B
B-F
326 - 617 C - F
119
-6
25
FE
2'8"2
5'3"3
DESC = AB 5'3"3 */12 HJ Girder
PLT TYP. WAVE
-5
PLY= 1 QTY= 2
0
Tens. Comp.
11'1"2
G
499 - 282 C - D
3 - 50
4X6(SRS) B
1'7"
/ 5.7
/-
4'2"2
2.83
/W
G 600 / 7
/ 240 / / 27
E -38
/ 38
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
AB 5'3"3 */12 HJ Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =29.4
DUR. FAC 1.15
SEQ - 126489
SPACING 24.0 "
TYPE SPEC
- 12
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / B 5'10"8 7/6 Mono
Top chord 2x4 SP 2850f-2.3E
Webs 2x4 SPF Stud
member design.
Special loads
PLT- 375.00 lb Conc. Load at ( 2.46,11.14), (3.62,11.82)
CHORD
SPACING(IN OC)
START(FT)
BC
27
0.00
BC
49
2.21
wind BC DL=6.0 psf.
END(FT)
2.21
5.87
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
1.5X3 C
"10
6'9
12
4'1"
A-B
3X5 B
7"14
4X6
158 - 101 B - C
149
- 96 E - D
B-E
B-D
97 - 994 C - D
117 - 93
4'
"4
3'9
2'2"8
2'2"8
3'8"
5'10"8
DESC = B 5'10"8 7/6 Mono
PLT TYP. WAVE
PLY= 1 QTY= 4
110
- 413
134
- 150
Tens. Comp.
12
E
1'10"8
A-E
9'1"2
6
/ 4.0
/-
1'8"4
2X6(G1)
A
1'10"12
10'11"14
D
3X10(**)
/W
2'2"4
7
E 1036 / / 218 / / 63
D 321 / 37
E Min Brg Width Req = 1.6
D Min Brg Width Req = Bearing E Fcperp = 565psi.
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
B 5'10"8 7/6 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =32.0
DUR. FAC 1.15
SEQ - 127073
SPACING 24.0 "
TYPE MONO
54
- 242
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / B 5'10"8 7/6 Mono
Mechanical Unit Loads Supported by this Truss
Load
At
Truss
Unit
Unit
Supporting
case#
X-Loc
Piece
Lbs.
Width
Trusses
1
3.04
TC
1500.0
1.17
4
4
3.04
TC
1500.0
1.17
4
5
3.04
TC
1500.0
1.17
4
6
3.04
TC
1500.0
1.17
4
DESC = B 5'10"8 7/6 Mono
PLT TYP. WAVE
PLY= 1 QTY= 4
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
B 5'10"8 7/6 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =32.0
DUR. FAC 1.15
SEQ - 127073
SPACING 24.0 "
TYPE MONO
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C 21'1"15 7/12 Mono Hip
Webs 2x4 SPF Stud :W1 2x6 SPF 1650f-1.5E:
:W4 2x4 SPF #3:
CHORD
SPACING(IN OC)
START(FT)
TC
24
4.30
BC
75
0.00
BC
74
17.02
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Truss passed check for 20 psf additional bottom chord live load in
areas with 42"-high x 24"-wide clearance.
END(FT)
21.16
17.02
21.16
Loc R
/U
/ Rw / Rh / RL
4'3"9
16'10"6
O 1108 / / 394 / / 48
G 1052 / 4
O Min Brg Width Req = G Min Brg Width Req = -
16'10"6
12
7
1
1"1
4'1
5X6 B
5X5
C D
DT -1"12
E
3X5
4X4
3X4 A
5'10"14
O-N
N-M
M-L
L-K
N
3X5
M
3X8
L
15'2"1
1.5X3
K
1'10"6
17
541
541
2
- 70 J - I
- 98 K - H
- 98 I - G
- 10
16
0
0
9'1"2
1.5X3
H
4'1"8
87
861
105
390
124
882
- 1099
- 39
- 453
- 14
- 533
- 114
C-J
E-J
J-K
J-F
I-H
F-G
164
133
194
1206
0
160
21'1"15
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
0
- 13
0
A-O
A-N
N-B
B-L
L-C
L-J
DESC = C 21'1"15 7/12 Mono Hip
PLT TYP. WAVE
- 899
- 901
Tens. Comp.
2'
O
115
115
11'1"2
2X6
G
I
71 - 661 D - E
107 - 789 E - F
115 - 899
5'6"8
8'0"10
6X8
1.5X3
//-
F
A-B
B-C
C-D
J
/W
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C 21'1"15 7/12 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =173.5
DUR. FAC 1.15
SEQ - 126330
SPACING 24.0 "
TYPE HIPM
-9
- 447
0
- 154
- 22
- 997
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C1 23'7"7 7/12 Mono Hip
:W4, W5, W6, W9, W10 2x4 SPF #3:
:Rt Bearing Leg 2x6 SPF Stud:
All plates are 1.5X3 except as noted.
wind BC DL=6.0 psf.
member design.
(b) Continuous lateral restraint equally spaced on member.
Left end vertical not exposed to wind pressure.
CHORD
SPACING(IN OC)
START(FT)
TC
24
8.30
BC
75
0.00
BC
74
19.02
(a) #3 or better scab reinforcement. Same size & 80% length of web
member. Attach with 10d Box or Gun (0.128"x3",min.)nails @ 6" OC.
END(FT)
23.62
19.02
23.16
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
8'3"9
15'3"14
P 1252 / / 453 / / 93
G 1295 / 18
P Min Brg Width Req = G Min Brg Width Req = 4.7
Bearing G Fcperp = 565psi.
15'3"14
12
5X6 C
"5
9 '7
7
5X5
D
DT -1"12
3X4
E
4X8 G
11"13
17'2"3
P-O
O-N
N-M
M-L
8'1"1
(b)
4'4"8
(a)
K
A-P
A-O
B-O
O-C
C-M
M-D
M-K
D-K
2'
6X8
9'1"2
3X10
O
3X5
N
3X8
M
L
17'2"1
I
1'10"6
4'1"8
120
120
34 - 136 K - J
771 - 140 L - I
771 - 140 J - H
0 - 13
47
0
31
5"8
23'7"7
60
1046
132
34
224
91
978
59
- 1285
- 23
- 469
- 165
0
- 348
- 123
- 39
E-K
K-L
K-F
J-I
G-H
F-G
F-G
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
0
- 15
-6
137 - 478
157
0
1289 - 167
0
- 13
121
0
121
0
204 - 1319
DESC = C1 23'7"7 7/12 Mono Hip
PLT TYP. WAVE
- 906
- 907
Tens. Comp.
2X6
H
J
52 - 859 D - E
141 - 890 E - F
117 - 870
6'1"1
9'2"10
B
3X4
P
A-B
B-C
C-D
(a)
// 4.7
F
2X8
3X5 A
/W
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C1 23'7"7 7/12 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =198.1
DUR. FAC 1.15
SEQ - 126321
SPACING 24.0 "
TYPE SPEC
:W4, W5, W6, W8, W9 2x4 SPF #3:
member design.
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
12.30
BC
75
0.00
BC
74
21.02
END(FT)
25.62
21.02
25.16
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
12'3"9
13'3"14
13'3"14
12
7
1
3X4
D
DT -1"12
4X10
E
2'1"13
5X6 C
"14
4'2
F 2X8
A-B
B-C
17'2"3
N-M
M-L
L-K
6'1"1
10'4"10
(a)
8'1"1
(b)
3'2"8
1.5X3
I
A-N
A-M
M-B
B-L
L-C
L-J
C-J
G
2'
J
9'1"2
3X5
M
6X12(**)
L
118
117
1.5X4
K
19'2"1
1'10"6
1.5X3
H
4'1"8
69 - 210 K - H
989 - 214 J - I
0 - 10 I - G
0
42
28
5"8
71
1064
79
102
177
897
38
- 1253
-2
- 285
- 310
0
- 143
- 176
D-J
J-K
J-E
I-H
F-G
E-F
E-F
25'7"7
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
- 13
-1
-6
160 - 563
270
0
1312 - 181
0
- 49
120
0
120
0
214 - 1356
PLT TYP. WAVE
- 841
- 839
Tens. Comp.
(a)
6X8
N
71 - 1228 C - D
119 - 1106 D - E
3X4 B
3X8 A
/W
N 1292 / / 506 / / 139 / F 1367 / 25
/ 478 / // 4.7
Wind reactions based on MWFRS
N Min Brg Width Req = F Min Brg Width Req = 4.7
Bearing F Fcperp = 565psi.
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C2 25'7"7 7/12 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =202.1
DUR. FAC 1.15
SEQ - 126312
SPACING 24.0 "
TYPE SPEC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C3 32'5"7 7/4 HHIP
Bot chord 2x8 SP 2400f-2.0E :B3 2x4 SPF #1/#2:
:B4 2x4 SPF 1650f-1.5E:
Webs 2x4 SPF Stud :W4, W6 2x4 SPF #3:
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
0.00
BC
75
-0.56
END(FT)
18.05
32.46
Right end vertical exposed to wind pressure. Deflection meets L/180.
Max JT VERT DEFL: LL: 0.15" DL: 0.17". See detail
DEFLCAMB1014 for camber recommendations. Provide for
adequate drainage of roof.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
7"4
18'
2'11"6
1'11"8
9'6"
12
7
3'4
/W
U 1732 / / 579 / / 119 / 3.5
K 2007 / / 694 / // 3.5
U Min Brg Width Req = 1.6
K Min Brg Width Req = 3.1
Bearings U & K Fcperp = 565psi.
"15
18'
F
3X5
3X4
C
D
5X6
8'5"8
12
7"4
U T
(a)
(a)
3X4
4
4'1"
H
4X6(SRS)
I 4X6
4X8(**)
5X5 S
7"11
5X5
R
5X5
Q
P
2X8
6X8
3X8
O
4X6
N
5'11"9
4X10
M
0
245
245
245
240
0
- 2278
- 2278
- 2278
- 1988
F-G
G-H
H-I
I-J
230 - 2070
200 - 1547
121 - 1346
60
0
J
2'3"3
3X8
A-B
B-C
C-D
D-E
E-F
E
G
(a)
10
'11
"15
2'11"
4X10
B
A 3X4
5X5
9'8"6
9'1"2
6X8
L 3X5 K
U-S
T-S
T-S
S-T
S-R
R-Q
236 - 94 Q - P
1433 - 287 P - O
173 - 55 O - N
1433 - 71 N - M
1606 - 35 M - L
1606 - 26 L - K
1610
1608
2234
2234
1801
33
- 26
- 27
- 101
- 101
- 93
- 21
1'11"
26'4"15
Tens. Comp.
33'0"2
A-T
T-B
B-Q
B-O
D-O
O-E
E-M
RIGHT RAKE = 2'0"4
DESC = C3 32'5"7 7/4 HHIP
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
54
247
273
986
135
175
203
- 182
- 2180
0
- 92
- 678
- 337
- 1522
F-M
M-G
G-L
H-L
L-I
I-K
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C3 32'5"7 7/4 HHIP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =246.9
DUR. FAC 1.15
SEQ - 126433
SPACING 24.0 "
TYPE HHIP
1684 - 159
123 - 236
78 - 812
117 - 567
1819
- 42
218 - 2094
Webs 2x4 SPF #3 :W1 2x6 SPF 1650f-1.5E:
:W2, W3, W4, W8, W11 2x4 SPF Stud:
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
16.30
BC
75
0.00
BC
74
23.02
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
27.62
23.02
27.16
Loc R
/U
/ Rw / Rh / RL
16'3"9
11'3"14
11'3"14
DT -1"12
5X6 E
/W
Q 1413 / / 556 / / 184 / H 1515 / 30
/ 532 / // 4.7
Q Min Brg Width Req = H Min Brg Width Req = 4.7
Bearing H Fcperp = 565psi.
F
4X10
G
'1
18
12
7
3'3"13
0"7
D
2X8
H
A-B
B-C
C-D
17'2"3
(b)
8'1"1
(a)
2'0"8
6X8
L
K
2X6
I
1.5X3
A-Q
Q-B
B-P
P-D
D-N
N-E
N-L
E-L
9'1"2
3X6
Q
1311 - 282 L - K
1221 - 215 M - J
1221 - 215 K - I
0 - 16
49
0
29
3X5
O
P
3X8
N
21'2"1
1.5X3
1.5X3
M
J
1'10"6
4'1"8
5"8
27'7"7
66
18
131
298
143
370
981
42
- 245
- 1647
- 13
-6
- 662
0
- 138
- 291
F-L
L-M
L-G
K-J
H-I
G-H
G-H
135 - 483
195
0
1399 - 188
0
- 31
129
0
129
0
243 - 1539
PLT TYP. WAVE
0
- 17
-6
Tens. Comp.
(a)
2X6 A
2'
Q-P
P-O
O-N
N-M
6'1"1
11'6"10
3X5
113 - 1136
113 - 822
112 - 819
(a)
C
3X8B
59 - 202 D - E
84 - 1608 E - F
102 - 1555 F - G
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C4 27'7"7 7/12 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =230.0
DUR. FAC 1.15
SEQ - 126308
SPACING 24.0 "
TYPE SPEC
Bot chord 2x8 SP 2400f-2.0E :B3, B4 2x4 SPF #1/#2:
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
0.00
BC
80
-0.56
BC
75
6.34
END(FT)
14.05
6.34
30.46
Loc R
/U
/ Rw / Rh / RL
6"11
14'0"10
4'11"6
12
7
9'6"
"12
E
5X5
B
10
4X6
"15
12
5X6
/W
/ 3.5
/ 3.5
'11
F 3X4
D
A-B
B-C
C-D
D-E
4
4'1"
8'5"8
5X5
C
T 1500 / / 542 / / 90
T Min Brg Width Req = 1.5
Bearings T & J Fcperp = 565psi.
5'8
14'0"10
A 3X4
1'11"8
0
0 E-F
172 - 1661 F - G
239 - 2225 G - H
208 - 1771 H - I
211 - 1760
164 - 1496
86 - 1282
60
0
G
(a)
(a)
4X6(SRS)
H 4X6
7"4
T S
4X8(**)
5X5 R
7"11
2'3"3
3X8
2'11"
I
5X5
Q
5X5
P
O
3X5
6X8
3X4
N
5'11"9
3X5
M
3X10
L
9'8"6
9'1"2
4X12
K 3X5 J
1'11"
24'4"15
A-S
S-B
B-P
P-C
C-N
N-D
D-L
RIGHT RAKE = 2'0"4
DESC = C5 30'5"7 7/4 HHIP
PLY= 1 QTY= 1
143 - 72 P - O
1296 - 213 O - N
329
0 N-M
1296 - 73 M - L
1624 - 84 L - K
1624 - 34 K - J
56
215
753
100
605
73
164
- 186
- 2027
0
- 691
- 14
- 460
- 1286
E-L
L-F
F-K
G-K
K-H
H-J
REV. 15.02.00C.1217.15
2020
2019
2239
2239
1587
3
- 92
- 93
- 105
- 105
- 68
-5
Tens. Comp.
31'0"2
PLT TYP. WAVE
T-R
S-R
S-R
R-S
R-Q
Q-P
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C5 30'5"7 7/4 HHIP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =228.5
DUR. FAC 1.15
SEQ - 126430
SPACING 24.0 "
TYPE HHIP
1248 - 106
112 - 298
69 - 567
115 - 559
1739
- 43
200 - 1997
Top chord 2x4 SPF #1/#2 :T2 2x4 SPF 1650f-1.5E:
:B4 2x4 SPF 1650f-1.5E:
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
TC
24
0.00
BC
80
-0.56
BC
75
6.34
wind BC DL=6.0 psf.
member design.
END(FT)
10.05
6.34
28.46
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
6"11
10'0"10
6'11"6
12
7
"8
8'0
D
5X5(R1)
R 1399 / / 503 / / 90
R Min Brg Width Req = 1.5
I
Bearings R & I Fcperp = 565psi.
10
'11
E
3X4
12
A-B
B-C
C-D
D-E
3X4
(a)
4X6(SRS)
G 4X6
2'3"3
H
3X8
7"4
4X8(**)
R
Q
5X5 P
7"11
5X5
O
5X5
N
M
3X5
6X8
3X5
L
5'11"9
3X8
K
9'8"6
9'1"2
4X10
J
3X5 I
22'4"15
166 - 1477
85 - 1259
59
0
A-Q
Q-B
B-N
N-C
C-K
D-K
RIGHT RAKE = 2'0"4
DESC = C6 28'5"7 7/4 HHIP
PLY= 1 QTY= 1
R-P
Q-P
Q-P
P-Q
P-O
O-N
109 - 79
1295 - 185
612
0
1295 - 79
1974 - 156
1908 - 64
N-M
M-L
L-K
K-J
J-I
60
188
858
128
195
1011
- 253
- 2165
0
- 953
- 1310
- 56
K-E
E-J
F-J
J-G
G-I
REV. 15.02.00C.1217.15
2454
2454
2451
1555
3
- 149
- 151
- 151
- 55
-4
Tens. Comp.
1'11"
29'0"2
PLT TYP. WAVE
4 - 18 E - F
166 - 1956 F - G
181 - 1820 G - H
194 - 1734
F
(a)
4
4'1"
5X5(SRS)
C
2'11"
8'5"8
A
/ 3.5
/ 3.5
"15
10'0"10
5X6
B
/W
1'11"8
9'6"
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C6 28'5"7 7/4 HHIP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =207.2
DUR. FAC 1.15
SEQ - 126427
SPACING 24.0 "
TYPE HHIP
108 - 301
50 - 549
120 - 566
1710
- 44
197 - 1961
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C7 28'1"8 7/12 MH Girder
Webs 2x4 SPF #3 :W1 2x6 SPF 1650f-1.5E:
:W2, W6, W7, W9 2x4 SPF #1/#2: :W3, W4, W5 2x4 SPF Stud:
:W8 2x4 SP 2850f-2.3E: :W10 2x6 SP 2700f-2.0E:
Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)
Use equal spacing between rows and stagger nails
in each row to avoid splitting.
Special loads
BC- 1172.34 lb Conc. Load at 5.00, 7.00,17.00,19.00
BC- 1224.48 lb Conc. Load at 9.00,11.00,13.00,15.00
BC- 1123.90 lb Conc. Load at 19.64,21.00,23.00
BC- 1150.00 lb Conc. Load at 25.00,27.00
Brg blocks:0.131"x3", min. nails
brg x-loc #blocks
length/blk
#nails/blk
wall plate
1
0.000'
1
12"
17
2
20.333'
1
12"
4
Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1014 for more information.
Negative reaction(s) of -645# MAX. (See below) from a non-wind
load case requires uplift connection.
wind BC DL=6.0 psf.
Loc R
/U
/ Rw / Rh / RL
3"
17'4"2
10'5"10
5X5
G
F
12
20
3X5
7
4X10
I
3'9"5
'0
5X10
"1 5
3X4
H
E
A-B
B-C
C-D
D-E
D
J
2X8
17'2"3
11'10"6
5X7 C
8'1"1
S-R
R-Q
Q-P
P-O
1'9"
6X8 A
BL1
4X6
BL2
R
6X8
Q
6X8
P
6X8
O
6X8
N
6X8
- 3180
- 2675
- 1603
- 1603
E-F
F-G
G-H
H-I
0
265
110
110
- 525
0
- 15
- 15
L
4X8
7'6"
K
H0310
A-S
A-R
R-B
B-Q
Q-C
C-O
O-E
E-N
5"8
27'7"4
28'0"12
DESC = C7 28'1"8 7/12 MH Girder
PLY= 2 QTY= 1
REV. 15.02.00C.1217.15
79
2706
2254
2254
-2
0
0
0
O-N
N-M
M-L
L-K
1321
385
0
3
0
0
- 247
-2
Tens. Comp.
9'1"2
M
3X6
20'6"12
PLT TYP. WAVE
0
0
0
0
3X4 B
S
/W
S 8858 / / 82 / // 3.5
M 10920 / / 248 / // 5.5
J 1070 / 645 / 10 / // 4.7
S Min Brg Width Req = M Min Brg Width Req = J Min Brg Width Req = 4.7
Bearings S, M, & J Fcperp = 565psi.
10'5"10
H0710
SP Standard
SP Standard
0
2781
646
0
1749
0
2677
0
- 2408
0
- 80
- 545
0
- 1492
0
- 2293
F-M
M-G
G-L
L-H
L-I
J-K
I-J
I-J
0 - 2699
6 - 807
834
0
21 - 138
45 - 361
600
0
600
0
255 - 419
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C7 28'1"8 7/12 MH Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =659.4
DUR. FAC 1.15
SEQ - 127061
SPACING 24.0 "
TYPE SPEC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C7 28'1"8 7/12 MH Girder
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
17.59
28.06
BC
120
0.00
27.60
N-F
2879
0
DESC = C7 28'1"8 7/12 MH Girder
PLT TYP. WAVE
PLY= 2 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C7 28'1"8 7/12 MH Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =659.4
DUR. FAC 1.15
SEQ - 127061
SPACING 24.0 "
TYPE SPEC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C8 26'6"3 7/4 HHIP Girder
Bot chord 2x8 SP 2400f-2.0E :B2 2x4 SPF 1650f-1.5E:
Webs 2x4 SPF Stud
Special loads
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
0.00
BC
120
0.00
END(FT)
5.85
26.52
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Maximum Reactions (lbs), or *=PLF
Loc R
/U
/ Rw / Rh / RL / W
5'10"2
9'2"9
12
7
1
9'6"
D
"
0'8
4X6 C
5'10"2
5X5
10
'1 1
O* 937 / / 140 / / 23
O Min Brg Width Req = I
Bearings O & I Fcperp = 565psi.
1'11"8
"15
12
E
A-B
B-C
C-D
D-E
F
O-N
N-M
M-L
4X6(SRS)
G 3X5
2'3"3
3'1"
H
N
4X4
M
4X12
H0610
L
K
3X8
26'6"3
3X10
J
69
32
29
A-O
A-N
N-B
B-M
M-C
C-K
2X6 I
1'11"
90
1062
2017
- 86 L - K
-9 K - J
-7 J - I
1962
1221
1
43 - 494 D - K
930 - 34 K - E
92 - 1970 E - J
1112
0 F-J
1193 - 25 J - G
52 - 1162 G - I
RIGHT RAKE = 2'0"4
PLY= 2 QTY= 1
REV. 15.02.00C.1217.15
-7
- 15
-2
1253
- 33
61 - 182
23 - 600
55 - 309
1182
-7
85 - 1265
DESC = C8 26'6"3 7/4 HHIP Girder
PLT TYP. WAVE
- 987
- 861
-2
Tens. Comp.
9'1"2
O
2X6
- 845 E - F
- 2386 F - G
- 1467 G - H
- 1472
2'11"
8'5"8
5X6(SRS)
B
32
74
80
80
4
4'1"
A
/ 46.7
/ 3.5
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C8 26'6"3 7/4 HHIP Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =375.5
DUR. FAC 1.15
SEQ - 126439
SPACING 24.0 "
TYPE HHIP
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C9 3'5"3 7/12 Stub
Top chord 2x6 SPF 1650f-1.5E
Webs 2x4 SPF Stud
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
41
0.00
END(FT)
3.43
wind BC DL=6.0 psf.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
6"8
D 164 / 52
/ 64 / / 33
C 165 / / 70 / /Wind reactions based on MWFRS
D Min Brg Width Req = C Min Brg Width Req = -
12
3'4
A
7
"2
//-
2X6(**)
Chords Tens.Comp.
B 3X4
D-C
- 64
3X4
C
D-A
D-B
3'5"3
DESC = C9 3'5"3 7/12 Stub
PLY= 1 QTY= 1
0
0
Tens. Comp.
9'1"2
3X4
D
47
Chords Tens.Comp.
6'1"14
8'1"15
A-B
7'10"2
/W
2'10"11
47
106
- 99 B - C
-1
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C9 3'5"3 7/12 Stub
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =42.1
DUR. FAC 1.15
SEQ - 126496
SPACING 24.0 "
TYPE SPEC
0
- 128
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C10 10'3"2 7/12 Stub
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
120
-0.01
member design.
END(FT)
10.25
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
2"5
Loc R
/U
/ Rw / Rh / RL
1'6"5
1'7"
12
8'6"9
G 552 / 23
/ 222 / / 81
E 610 / / 198 / /Wind reactions based on MWFRS
G Min Brg Width Req = E Min Brg Width Req = -
13
4.95
B 5X5
12
9'1
0"1
//-
7
3X4 A
/W
A-B
B-C
2
26 - 140 C - D
23 - 316
86
- 69
3X4
G-F
116
- 39 F - E
A-G
A-F
F-B
1.5X3
85 - 678 F - C
688 - 68 C - E
95 - 212 D - E
3'4"2
D
9'1"2
G
3X4
3X4
F
3X8
E
10'3"2
DESC = C10 10'3"2 7/12 Stub
PLT TYP. WAVE
307
0
Tens. Comp.
7'7"7
8'3"15
C
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C10 10'3"2 7/12 Stub
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =92.4
DUR. FAC 1.15
SEQ - 126498
SPACING 24.0 "
TYPE SPEC
139
3
34
- 226
- 504
- 108
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C11 9'11"4 7/12 Mono
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
118
0.11
END(FT)
9.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
1.5X3
/W
A 483 / / 204 / / 108 / 6.0
E 473 / 18
/ 225 / //Wind reactions based on MWFRS
A Min Brg Width Req = 1.5
F Min Brg Width Req = Bearing A Fcperp = 565psi.
CD
12
7
1
'6"
11
A-B
B-C
0 - 567 C - D
56 - 104
0
-5
3X4 B
6'3"9
A-G
G-F
407
404
- 89 F - E
- 90
0
0
Tens. Comp.
G-B
B-F
240
0 C-F
117 - 527
3X4(B1) A
6"
11'1"2
3X4
G
1.5X3
FE
9'11"4
DESC = C11 9'11"4 7/12 Mono
PLT TYP. WAVE
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C11 9'11"4 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =50.5
DUR. FAC 1.15
SEQ - 126500
SPACING 24.0 "
TYPE MONO
49
- 120
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
3.82
BC
119
0.00
END(FT)
5.57
9.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
3'9"13
1'9"
4'4"7
/W
I 536 / / 194 / / 88
F 543 / 18
I
G Min Brg Width Req = Bearing I Fcperp = 565psi.
/ 6.0
/-
11
"
5'0
1.5X3
DE
A-B
B-C
1'9"
12
7
1
"
4'5
I-H
H-G
6'3"9
C
0
A-I
A-H
H-B
19 - 522 H - C
386
0 C-G
98
0 D-G
95
139
62
11'1"2
I
3X4
3X4
H
3X8
GF
9'11"4
DESC = C12 9'11"4 7/12 Mono
PLT TYP. WAVE
- 121
-6
PLY= 1 QTY= 1
0
Tens. Comp.
3'9"
3X4 A
37 - 148 G - F
375 - 108
1'8"
3'10"12
94
0
4X6(SRS)
4X4 B DT -1"12
8 - 519 C - D
40 - 378 D - E
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C12 9'11"4 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =66.4
DUR. FAC 1.15
SEQ - 126291
SPACING 24.0 "
TYPE MONO
- 16
- 484
- 199
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
5.82
BC
119
0.00
END(FT)
7.57
9.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
5'9"13
1'9"
2'4"7
15
"
2'8
1'9"
1.5X3
7
6'8
5X6 B DT -1"12
"13
/ 6.0
/-
DE
A-B
B-C
4X6(SRS)
12
/W
I 560 / / 197 / / 88
F 519 / 19
I
3 - 506 C - D
51 - 331 D - E
55
0
C
49 - 152 G - F
187 - 52
0
A-I
A-H
H-B
30 - 514 H - C
287
0 C-G
151 - 286 D - G
389
119
37
1'8"
3X4 A
11'1"2
I
H
3X8
3X4
3X4
GF
9'11"4
DESC = C13 9'11"4 7/12 Mono
PLY= 1 QTY= 1
0
Tens. Comp.
4'11"
5'0"12
6'3"9
I-H
H-G
PLT TYP. WAVE
- 58
-6
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C13 9'11"4 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =69.5
DUR. FAC 1.15
SEQ - 126293
SPACING 24.0 "
TYPE MONO
- 106
- 428
- 122
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
7.82
BC
119
0.00
END(FT)
9.94
9.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
7'9"13
2'1"7
/W
I 575 / / 201 / / 85
F 478 / 19
I
2'1"7
/ 6.0
/-
1.5X3
4X4 C DT -1"12
12
7
DE
"10
9'0
A-B
B-C
0 - 542 C - D
16 - 116 D - E
2
0
-2
0
3X4 B
6'1"
6'2"12
I-H
H-G
46 - 146 G - F
362 - 84
0
Tens. Comp.
A-I
A-H
H-B
25 - 530 B - G
332
0 C-G
212
0 D-G
115
25
48
1'8"
3X4 A
11'1"2
I
3X8
H
3X4
3X4
GF
9'11"4
DESC = C14 9'11"4 7/12 Mono
PLT TYP. WAVE
PLY= 1 QTY= 1
0
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C14 9'11"4 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =73.7
DUR. FAC 1.15
SEQ - 126295
SPACING 24.0 "
TYPE MONO
- 560
- 42
- 87
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C15 40'10"8 7/12 HHip Girder
:W2, W6, W16 2x4 SPF 1650f-1.5E: :W5, W9 2x4 SPF #3:
:W7, W10, W18 2x4 SPF #1/#2: :W8 2x6 SP 2700f-2.0E: :W11 2x4 SP 2850f-2.3E:
:Rt Stub Wedge 2x4 SPF Stud:
wind BC DL=6.0 psf.
Brg blocks:0.131"x3", min. nails
brg x-loc #blocks
length/blk
#nails/blk
wall plate
1
0.000'
1
17"
27
2
23.667'
1
12"
6
Brg block to be same size and species as chord.
Refer to drawing CNNAILSP1014 for more information.
SP Standard
SP Standard
Right cantilever is exposed to wind
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
13'2"11
4'10"1
1'9"
7'3"
9'11"4
3'10"8
4'10"1
8'4
"
12
7
7X8
11
'3"
15
4X6
12
E
1'9"
C
F
7X8
G
11
'6
H DT 1"12
B
I
12
3X4
J
BL1
3X5(G1)
K 1.5X3
L
BL2
8X8
U
6X12
T
H0610
S R
6X8
23'10"12
8X10
Q
10X10
O
3X4
N
9'1"2
3X4
M
10"8
16'1"4
PLY= 2 QTY= 1
REV. 15.02.00C.1217.15
V-U
U-T
T-S
S-R
R-Q
A-V
A-U
U-B
B-T
T-C
DESC = C15 40'10"8 7/12 HHip Girder
G-H
H-I
I-J
J-K
K-L
122
164
51
0
0
0
- 41
- 254
- 95
- 94
26
3340
3789
2971
2971
0
0
0
0
0
Q-P
P-O
O-N
N-M
M-L
46
0
178
340
88
- 119
- 136
- 37
-5
0
Tens. Comp.
40'10"8
PLT TYP. WAVE
- 3857
- 4474
- 3572
- 2074
- 2437
-2
1'11"
7"8
5X5 P
0
0
0
0
0
191
4
4'1"
7'8"9
SS0712
A
V
H0312
A-B
B-C
C-D
D-E
E-F
F-G
"1
4'1"
11'9"9
5X7
D DT -1"12
/W
V 10928 / / 295 / // 4.0
P 11164 / / 196 / // 5.5
M 668 / / 10 / // 4.0
V Min Brg Width Req = P Min Brg Width Req = M Min Brg Width Req = 1.5
Bearings V, P, & M Fcperp = 565psi.
0 - 5008 F - P
4440
0 P-G
7 - 1214 G - O
894
0 H-O
1695
-5 O - I
0 - 4280
99 - 270
302 - 118
12 - 127
0 - 316
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C15 40'10"8 7/12 HHip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =749.5
DUR. FAC 1.15
SEQ - 127052
SPACING 24.0 "
TYPE HIPS
Special loads
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
13.22
18.06
TC
24
25.31
27.06
BC
120
0.00
40.88
C-S
S-D
D-Q
E-Q
Q-F
BC- 1164.08 lb Conc. Load at 1.00, 3.00,13.00,15.00
23.00
BC- 2136.94 lb Conc. Load at 5.00, 7.00, 9.00,11.00
BC- 1115.64 lb Conc. Load at 15.64,17.00,19.00
0 - 1532 I - N
3612
0 N-J
0 - 2256 J - M
1104 - 83 M - K
3609
0
123
10
47
24
0
- 179
- 328
- 90
PLT TYP. WAVE
PLY= 2 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C15 40'10"8 7/12 HHip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =749.5
DUR. FAC 1.15
SEQ - 127052
SPACING 24.0 "
TYPE HIPS
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / C17 46'9" 7/12 HHip
Bot chord 2x4 SPF 1650f-1.5E :B1 2x4 SPF 2100f-1.8E:
Webs 2x4 SPF Stud :W1 2x6 SPF Stud:
:W4, W5, W6, W7, W8 2x4 SPF #3: :W14 2x4 SPF #1/#2:
CHORD
SPACING(IN OC)
START(FT)
TC
24
19.10
TC
24
35.19
BC
75
0.00
wind BC DL=6.0 psf.
member design.
WARNING: Furnish a copy of this DWG to the installation contractor.
Special care must be taken during handling, shipping and installation
of trusses. See "WARNING" note below.
END(FT)
23.94
36.94
46.75
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
19'1"3
4'10"1
1'9"
11'3"
5'11"4
3'10"8
4'10"1
5X8
7
'0"
5
"5
2'1
2
1'9"
6X8
F
C
4X6
6'1
11'9"9
7X8(SRS)
H
G
6X8
A-B
B-C
C-D
D-E
E-F
B
0"8
12
DT 1"12
4
H0510
(a)
(a)
6X8
I
(a)
3X5(G1)
A
3X5(G1)
J 1.5X3
K
7"14
5'10"8
T
4X4
3X6(**)
R
3X4
Q
4X8
P
40'
4X4
O N
H0308
4X8
M
A-T
T-S
S-R
R-Q
Q-P
1'11"
7"8
5X6
S
PLY= 1 QTY= 2
T-B
B-S
S-C
C-Q
Q-D
D-P
E-P
P-F
REV. 15.02.00C.1217.15
F-G
G-H
H-I
I-J
J-K
302 - 3638
278 - 3315
274 - 4000
0 - 290
0 - 295
134 - 372 P - O
158 - 264 O - N
1750
0 N-M
1750
0 M-L
1912
0 L-K
3004
3824
3824
3699
276
- 45
- 149
- 149
- 240
0
Tens. Comp.
DESC = C17 46'9" 7/12 HHip
- 116
- 1559
- 2424
- 2135
- 2670
9'1"2
4X10
L
10"8
46'9"
PLT TYP. WAVE
571
172
278
297
305
4'1"
5'4"9
12
13
5X6
E
D DT -1"12
/W
T 3289 / / 1091 / / 165 / 4.0
L 2594 / / 832 / // 4.0
Bearings T & L Fcperp = 565psi.
259 - 3207 F - O
2211 - 52 O - G
168 - 1527 G - M
404
0 H-M
247 - 21 M - I
680 - 55 I - L
861 - 45 L - J
170 - 1488
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C17 46'9" 7/12 HHip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =307.2
DUR. FAC 1.15
SEQ - 127029
SPACING 24.0 "
TYPE HIPS
968
- 20
142 - 1096
99 - 1417
1564
- 29
137 - 401
390 - 4097
159 - 323
:Rt Bearing Leg 2x4 SPF #3::Lt Stub Wedge 2x4 SPF Stud:
CHORD
SPACING(IN OC)
START(FT)
TC
24
15.81
BC
75
0.00
END(FT)
16.81
16.52
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
3'10"8
11'11"4
J 1037 / / 401 / / 153 / 4.0
F 803 / 33
F Min Brg Width Req = Bearing J Fcperp = 565psi.
1'
4X6
12
7
D 4X4
DT -1"12
E
14
'9"
13
A-B
B-C
6'8"13
3X4 C
8'10"9
/W
1'
287 - 187 C - D
0 - 857 D - E
70
4
(a)
4
A-J
J-I
12
4'1"
F
2X6
1'11"
5X5(SRS) B
J-B
B-H
H-C
C-G
2'
2X6(G1)
A
9'1"2
3X4
J
3X5
I
3X4
H
1'10"8
203 - 216 I - H
770 - 262 H - G
770
630
4X10
G
200 - 1287
161 - 141
324
0
122 - 734
D-G
F-G
E-F
E-F
130
964
964
138
14'11"4
3"8
16'2"12
3"8
16'6"4
DESC = C18 16'9"12 7/4 Mono Hip
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
- 262
- 109
Tens. Comp.
11'1"2
7"8
PLT TYP. WAVE
- 225
-7
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/23/16
BC DL
10.00 PSF
C18 16'9"12 7/4 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =118.7
DUR. FAC 1.15
SEQ - 126327
SPACING 24.0 "
TYPE SPEC
- 467
- 176
- 176
- 796
Bot chord 2x4 SPF 2100f-1.8E :B3 2x4 SPF 1650f-1.5E:
:W4, W5, W6, W7, W8, W9 2x4 SPF #3: :W15 2x4 SPF #1/#2:
All plates are 3X5(G1) except as noted.
CHORD
SPACING(IN OC)
START(FT)
TC
24
17.10
TC
24
37.19
BC
75
0.00
member design.
wind BC DL=6.0 psf.
END(FT)
25.94
38.94
46.75
WARNING: Furnish a copy of this DWG to the installation contractor.
Special care must be taken during handling, shipping and installation
of trusses. See "WARNING" note below.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
17'1"3
8'10"1
1'9"
11'3"
3'11"4
3'10"8
8'10"1
5X8
F
13
5X6
G
'0"
5
A-B
B-C
C-D
D-E
E-F
F-G
"9
9'9
12
1
7
1'9"
D
H
4'6
4X6
(a)
3X5 B C
6X8
(a)
"11
5X7(SRS) DT 1"12
J
I
5X7
(a)
12
4
4'1"
6X8(SRS)
K
L
A
1.5X3
M
7"14
1'11"
7"8
5'10"8
V
4X4
5X6
U
3X6(**)
T S
3X8
3X10
R
H0308
Q
4X4
P
5X8
O
9'1"2
4X10
N
10"8
40'
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
A-V
V-U
U-T
T-S
S-R
V-B
B-U
U-D
D-S
S-E
S-F
F-R
DESC = C19 46'9" 7/12 HHip
- 119
- 1076
- 1042
- 2218
- 1753
- 2263
G-H
H-I
I-J
J-K
K-L
L-M
309
350
286
300
7
0
- 2819
- 4252
- 3338
- 3995
- 238
- 253
138 - 374 R - Q
161 - 267 Q - P
1396
0 P-O
1396
0 O-N
2022
0 N-M
3194
3194
4159
3582
254
- 109
- 109
- 212
- 248
0
Tens. Comp.
46'9"
PLT TYP. WAVE
569
140
161
270
271
303
4'2"9
3X8
10'7"9
E DT -1"12
5X5
/W
V 3212 / / 1087 / / 148 / 4.0
N 2522 / / 829 / // 4.0
V Min Brg Width Req = 3.7
Bearings V & N Fcperp = 565psi.
253 - 3081 R - H
2082 - 67 H - P
177 - 1728 P - I
693
0 I-O
598 - 16 J - O
101 - 788 O - K
624
-2 K - N
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C19 46'9" 7/12 HHip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =299.2
DUR. FAC 1.15
SEQ - 126506
SPACING 24.0 "
TYPE HIPS
185
1108
149
129
1775
106
363
- 1389
- 47
- 1009
- 1832
- 91
- 233
- 3988
G-R
866
- 39 N - L
DESC = C19 46'9" 7/12 HHip
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C19 46'9" 7/12 HHip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =299.2
DUR. FAC 1.15
SEQ - 126506
SPACING 24.0 "
TYPE HIPS
151
- 327
Top chord 2x4 SPF #1/#2 :T4, T5 2x4 SP 2850f-2.3E:
:T6 2x8 SP 2400f-2.0E:
Webs 2x4 SPF Stud :W1 2x6 SPF Stud:
:W2, W14 2x4 SPF #1/#2: :W5, W6, W7, W8, W9 2x4 SPF #3:
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
10.12
TC
24
32.35
BC
120
0.00
END(FT)
21.17
34.17
40.88
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
10'1"7
11'0"9
11'2"4
1'9"12
2'10"
T 10102 / 91
///J 9051 / 3
Bearings T & J Fcperp = 565psi.
3'10"8
11'0"9
11
7
9'11"13
4X4
A
'8 "
9
5X6
3X4
D
C DT -1"5
E
6X8
B
12
'1 1
A-B
B-C
C-D
D-E
E-F
"7
1'9"12
F
3'3
"6
12
SS0712 DT 1"5
H
G
6X8
4'1"
7X8
I
5X10(D1)
J
1'11"
7"8
5X8
S
R
5X8
Q
5X8
P
6X8
O
N
H0510
M
5X7
L
T-S
S-R
R-Q
Q-P
P-O
9'1"2
3X4
K
10"8
40'
PLY= 3 QTY= 1
REV. 15.02.00C.1217.15
- 2516
- 3231
- 3520
- 3520
- 4282
F-G
G-H
H-I
I-J
31
0
2
11
- 5291
- 6376
- 6122
- 6529
17
2191
2766
2766
3613
0
- 27
- 38
- 38
- 35
O-N
N-M
M-L
L-K
K-J
4504
6537
6537
5231
5943
- 25
-1
-1
0
-9
Tens. Comp.
A-T
A-S
S-B
B-R
R-C
C-P
D-P
P-E
40'10"8
PLT TYP. WAVE
33
49
46
46
45
4
4 '1"
5X8
T
/ 4.0
/ 4.0
3'6"13
12
/W
43
2812
40
901
243
1504
20
0
- 3138
- 33
- 1162
- 18
- 57
- 15
- 187
- 188
E-O
O-F
F-N
N-G
G-L
L-H
H-K
K-I
2168
0
0 - 1281
1348
0
0 - 2290
41 - 1718
2617
0
746
-1
10 - 740
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C20 40'10"8 7/12 HHip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =964.0
DUR. FAC 1.15
SEQ - 126508
SPACING 24.0 "
TYPE HIPS
Special loads
PLB- 776.22 lb Conc. Load at ( 1.06, 9.13)
PLB- 859.39 lb Conc. Load at (11.06, 9.13)
PLB- 919.02 lb Conc. Load at (13.06, 9.13), (15.06,9.13), (17.06,9.13)
(19.06,9.13), (21.06,9.13)
PLT TYP. WAVE
PLY= 3 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
C20 40'10"8 7/12 HHip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =964.0
DUR. FAC 1.15
SEQ - 126508
SPACING 24.0 "
TYPE HIPS
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / CL1 10'11"1 Hip Frame
Webs 2x4 SPF #3
This "Hip Frame" may be used in place of purlins on the hip plane to
brace the flat top chord of hip trusses. See detail drawing
HIPFRAME1014 or HIPFR1801014 for additional information.
Loc R
/U
/ Rw / Rh / RL / W
5'5"8
5'5"5
A* 2
///A Min Brg Width Req = Bearing A is a rigid surface.
/-
/ 131
A-B
B-C
C-D
D-E
D
12
10
1"
7'1
7'1
1"
10
E
C
-1 E - F
-1 F - G
-1 G - H
-1
A-M
M-L
L-K
-1
-1
-1
0
0
0
0 K-J
0 J-I
0 I-H
0
0
1
0
0
0
F
Maximum Gable Forces Per Ply (lbs)
Gables Tens.Comp. Gables Tens. Comp.
B
B-M
C-L
K-E
0
0
0
-2 J - F
-2 I - G
-1
G
3X4(D1)
3X4(D1)
H
A
0'
M
L
K
10'11"1
J
I
DESC = CL1 10'11"1 Hip Frame
PLT TYP. WAVE
0
0
0
13.89
6'3"14
0
0
0
0
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
CL1 10'11"1 Hip Frame
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =62.8
DUR. FAC 1.15
SEQ - 125929
SPACING 24.0 "
TYPE HIP_
0
0
-2
-1
Webs 2x4 SPF #3 :C1 2x4 SPF Stud:
Right end vertical not designed to be exposed to wind pressure.
Loc R
/U
/ Rw / Rh / RL / W
A* 4
5
F
'8"
1
E
13.89
D
14'11"13
15'0"8
C
B
4'4"12
4'5"
3X4(**) A
A-B
B-C
C-D
-0"4
K
13.89
12
/ 45.6
13
12
/-
4X4
J
I
H
5'1
A-K
K-J
J-I
1
0"
5'3"11
5'3"11
-1 D - E
0 E-F
-4
0
0
-1
-1
G
9'1"5
3'9"13
0
6
0
1
0
0
0 I-H
-6 H - G
0
0
0
0
0
0"10
9'1"8
RIGHT RAKE = 0"15
B-K
J-C
PLY= 1 QTY= 1
6
0
0 D-I
- 14 E - H
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
CL2 9'2"2 Hip Frame
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =91.6
DUR. FAC 1.15
SEQ - 126342
SPACING 24.0 "
TYPE HIP_
2
0
0
-2
Webs 2x4 SPF #3
Fasten rated sheathing to one face of this frame.
Loc R
/U
/ Rw / Rh / RL / W
0"2
9'9"10
C
D
E
O* 4
///O Min Brg Width Req = Bearing O is a rigid surface.
F G
/-
/ 59.4
9'0"9
A B
Snow loading based on an unobstructed roof. Complete drainage
required.
15'1"8
A-B
B-C
C-D
0
0
0
0 D-E
0 E-F
0 F-G
0
0
0
0
0
0
H
6'0"15
I
13.89
J
12
O-N
N-M
M-L
L-K
0'
O N
M
K
L
3X6
9'9"12
8'0
"6
3"8
0
0
0
0
0 K-J
0 J-I
0 I-H
- 15
0
0
0
-2
-2
-2
4'6"12
4'6"12
5'3"
B-N
PLY= 1 QTY= 1
TC LL
0
-1 E - J
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =141.4
DUR. FAC 1.15
SEQ - 126394
SPACING 24.0 "
TYPE HIP_
2
0
C-M
D-K
4
0
0 F-I
- 15 G - H
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =141.4
DUR. FAC 1.15
SEQ - 126394
SPACING 24.0 "
TYPE HIP_
1
0
0
-1
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / D 30'5"8 7/12 Mono Hip Girder
Top chord 2x6 SP 2700f-2.0E :T2 2x6 SPF 1650f-1.5E:
Webs 2x4 SPF #1/#2
:W1, W6, W8, W10, W12, W14, W16 2x4 SPF Stud:
Top Chord: 1 Row @ 5.00" o.c.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Truss must be installed as shown with top chord up.
The TC of this truss shall be braced with attached spans at 24" OC in
lieu of structural sheathing.
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
120
-0.01
Loc R
/U
/ Rw / Rh / RL
6"5
5X5
C
D
3X4
E
5X6
F
/W
/ 5.5
/ 4.8
G
H
I
5X6
5X8 J
A-B
B-C
C-D
D-E
E-F
6'1"1
1.5X3 A
S 13610 / 136 / 109 / /K 6867 / 89
S Min Brg Width Req = 4.9
Bearings S & K Fcperp = 565psi.
29'11"3
6X8
B
END(FT)
30.45
0
30
42
41
41
-3
- 1856
- 2838
- 3474
- 3474
F-G
G-H
H-I
I-J
41
42
37
22
- 3474
- 3607
- 2766
- 1596
11'1"2
T
S
1.5X3
6"4
H0308
R
6X8
Q
4X6
P
O
3X8
H0714
N
5X8
M
5X6
L
5X8
3X5
K
T-A
S-B
B-R
R-C
C-Q
Q-D
D-P
E-P
DESC = D 30'5"8 7/12 Mono Hip Girder
3
73
1992
2903
3604
0
-1
- 33
- 43
- 43
O-N
N-M
M-L
L-K
3604
2829
1683
0
- 43
- 38
- 24
0
Tens. Comp.
29'11"4
30'5"8
PLT TYP. WAVE
T-S
S-R
R-Q
Q-P
P-O
PLY= 3 QTY= 1
REV. 15.02.00C.1217.15
2
50
3057
60
1450
29
957
43
- 119
- 2614
- 49
- 2571
- 14
- 1210
0
- 90
P-G
G-N
N-H
H-M
M-I
I-L
L-J
J-K
3 - 217
134
- 70
1333
-7
21 - 1184
1857
- 22
38 - 1635
2613
- 37
36 - 2120
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
D 30'5"8 7/12 Mono Hip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =930.0
DUR. FAC 1.15
SEQ - 127063
SPACING 24.0 "
TYPE HIPM
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / D 30'5"8 7/12 Mono Hip Girder
Special loads
TC- 1294.70 lb Conc. Load at 2.52
BC- 4000.00 lb Conc. Load at 0.75,16.25
BC- 472.64 lb Conc. Load at 18.52,20.52
DESC = D 30'5"8 7/12 Mono Hip Girder
PLT TYP. WAVE
PLY= 3 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
D 30'5"8 7/12 Mono Hip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =930.0
DUR. FAC 1.15
SEQ - 127063
SPACING 24.0 "
TYPE HIPM
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E 17'10"8 7/4 Pan
Webs 2x4 SPF Stud
Filler 2x4 SPF #1/#2
:Rt Slider 2x4 SPF Stud: BLOCK LENGTH = 1.556':Lt Stub Wedge 2x4 SPF Stud:
wind BC DL=6.0 psf.
See DWGS A11515ENC101014, GBLLETIN1014, & GABRST101014
for gable wind bracing requirements.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Gable end supports 8" max rake overhang. Top
chord must not be cut or notched.
CHORD
SPACING(IN OC)
START(FT)
BC
55
0.00
BC
120
4.71
BC
35
15.24
END(FT)
4.71
15.24
17.88
Loc R
/U
/ Rw / Rh / RL
2'2"4
7'8"4
3'10"8
6'
12
7
0
8'1
8'
F
"13
4X4(R1)
A-B
B-D
C-D
D-E
G
3X4
2X4 D
H 3X4
5X6(**)
N
1.5X4(**)
P
7"8
3X8
M
O
3.37
9'1"2
J
12
2'3"14
15'2"
A-C
C-P
C-O
P-N
N-M
5X6(E5)
I
5X5
L K
Q
3X4(**)
4.8
2'8"
5
B-C
N-E
E-M
F-M
4'7"
2'2"4
2'4"12
1"8
10'4"
1"8
2'8"8
91 - 958
92 - 982
129 - 1995
123 - 2066
77
1410
11
1396
1248
- 27
- 54
-2
- 52
- 60
M-L
L-K
K-J
J-I
1512
1702
1683
1688
106 - 124 M - G
460
0 G-L
82 - 538 Q - K
404
0 Q-J
110
567
41
11
Gables Tens.Comp.
17'10"8
DESC = E 17'10"8 7/4 Pan
PLT TYP. WAVE
E-F
F-G
G-H
H-I
PLY= 1 QTY= 1
- 86
- 79
- 82
- 89
Tens. Comp.
10'4"
16'
2'7"7
30 - 78
31 - 58
88 - 1717
105 - 1703
4"10
12
1'10"8
/ 4.0
/ 4.0
9"
1'
1'11"
5X10(**) B
2X6(G1)
A
C
/W
9'3
"2
4'1"
3X4 E
3"8
C 991 / / 407 / / 62
C Min Brg Width Req = 1.5
I
Bearings C & I Fcperp = 565psi.
12
5'5"
4
8'
P-O
REV. 15.02.00C.1217.15
TC LL
23
- 71
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E 17'10"8 7/4 Pan
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =102.9
DUR. FAC 1.15
SEQ - 126510
SPACING 24.0 "
TYPE SCIS
- 788
0
0
-2
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E1 17'8"8 7/4 Stub Pan
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
2'2"4
7'8"4
3'10"8
6'
12
7
0
8'1
7'10"
F
"13
4X4(R1)
1'
1'11"
5X10(**) B
2X6(G1)
A
C
3
A-B
B-D
C-D
D-E
G
3X4
2X4 D
P
7"8
3X8
M
O
3.37
5X5
L K
Q
3X4(**)
4.8
2X8(E3)
3X4(E3)
I
10"3
A-C
C-P
C-O
P-N
N-M
9'1"2
J
12
2'3"14
15'2"
2'8"
5
B-C
N-E
E-M
F-M
4'7"
2'2"4
2'4"12
1"8
10'4"
1"8
2'4"8
2"
77
1396
11
1383
1236
- 27
- 57
-2
- 55
- 63
M-L
L-K
K-J
J-I
1411
1581
1563
1568
106 - 125 M - G
455
0 G-L
83 - 536 Q - K
385
0 Q-J
104
515
41
11
Gables Tens.Comp.
17'8"8
DESC = E1 17'8"8 7/4 Stub Pan
PLT TYP. WAVE
91 - 943
91 - 964
124 - 1876
118 - 1955
PLY= 1 QTY= 1
- 84
- 76
- 78
- 85
Tens. Comp.
10'4"
15'10"
2'7"7
E-F
F-G
G-H
H-I
2"10
12
1'10"8
31 - 76
32 - 57
89 - 1703
106 - 1688
H 3X4
5X6(**)
N
1.5X4(**)
/ 4.0
/-
4'1"
3X4 E
3"8
9'0
"1
/W
C 986 / / 404 / / 62
J Min Brg Width Req = Bearing C Fcperp = 565psi.
12
5'5"
4
7'10"
P-O
REV. 15.02.00C.1217.15
TC LL
23
- 70
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E1 17'8"8 7/4 Stub Pan
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =101.5
DUR. FAC 1.15
SEQ - 126512
SPACING 24.0 "
TYPE SCIS
- 700
0
0
-2
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E1 17'8"8 7/4 Stub Pan
CHORD
SPACING(IN OC)
START(FT)
END(FT)
BC
55
0.00
4.71
BC
120
4.71
15.24
BC
32
15.24
17.71
DESC = E1 17'8"8 7/4 Stub Pan
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E1 17'8"8 7/4 Stub Pan
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =101.5
DUR. FAC 1.15
SEQ - 126512
SPACING 24.0 "
TYPE SCIS
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E2 17'10"8 7/12 Pan Hip
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
2'2"4
3'10"14
3'10"8
11'9"6
2'2"10
2'8"11
4.58
4
12
2'11
2'8"11
2'1"6
"
4X6 F
"4
4'6
12
2'1"6
DT -1"12
2'11
G
4'2"10
4'1
A-B
B-D
C-D
D-E
E-F
0"9
H 4X4(R1)
12
2X4 D
I
5X6(**)
P
1.5X4(**)
R
7"8
3X4
O
3X8
N
Q
3.37
A-C
C-R
C-Q
R-P
P-O
9'1"2
K
12
2'3"14
16
35
248
282
253
- 131
- 101
- 1566
- 1565
- 1056
F-G
G-H
H-I
I-J
264
259
311
301
- 1001
- 1092
- 1862
- 1940
5X6(E5)
J
5X5
M L
S
1.5X4(**)
4.8
15'2"
3X4
9"
1'11"
1'
3'2"8
4'3"
3"8
/ 4.0
/ 4.0
7
5X10(**) B
2X6(G1)
A
C
/W
"
4X4
4X6 E
4'1"
C 1042 / / 401 / / 43
Bearings C & J Fcperp = 565psi.
4"10
93 - 10
1294 - 194
12
-3
1275 - 189
962 - 173
O-N
N-M
M-L
L-K
K-J
978
1124
1585
1566
1571
- 139
- 199
- 223
- 225
- 232
12
10'4"
16'
2'7"7
1'10"8
Tens. Comp.
2'8"
5
4'7"
2'2"4
2'4"12
1"8
10'4"
1"8
B-C
P-E
E-O
O-F
F-N
2'8"8
17'10"8
DESC = E2 17'10"8 7/12 Pan Hip
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
99 - 129 G - N
439 - 19 N - H
100 - 44 H - M
125
0 S-L
150 - 89 S - K
183
76
630
41
11
-7
- 208
- 31
0
-3
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E2 17'10"8 7/12 Pan Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =109.8
DUR. FAC 1.15
SEQ - 126514
SPACING 24.0 "
TYPE HIPS
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E2 17'10"8 7/12 Pan Hip
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
8.82
10.93
BC
55
0.00
4.71
BC
120
4.71
15.24
BC
35
15.24
17.88
R-Q
33 - 102
DESC = E2 17'10"8 7/12 Pan Hip
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E2 17'10"8 7/12 Pan Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =109.8
DUR. FAC 1.15
SEQ - 126514
SPACING 24.0 "
TYPE HIPS
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E3 17'8"8 7/4 Mono Hip
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
2'2"4
8'4"13
3'10"8
7'1"7
6'8"9
7'1"7
7'1"7
12
7
"12
9'8
DT -1"12
A-B
B-D
C-D
4'1"
(a)
1'11"
1'
3"8
A-C
C-O
C-N
O-M
2X4 D
5X6(**)
M
1.5X4(**)
O
7"8
3X4
L
11"3
2X6
H
K
B-C
M-E
E-L
L-F
12'8"8
2'7"7
4'7"
2'6"8
2'4"12
70 - 25
1443 - 287
11
-3
1428 - 283
M-L
L-J
K-H
J-I
1274
710
0
717
1"8
10'5"8
2'3"
103 - 147
481 - 54
160 - 625
354
0
F-I
K-J
I-G
I-H
133
40
66
118
3"8
Gables Tens.Comp.
17'8"8
O-N
27
- 73
DESC = E3 17'8"8 7/4 Mono Hip
PLT TYP. WAVE
- 262
- 110
- 19
- 101
Tens. Comp.
15'10"
3.37
12
2'2"4
199 - 1736
76 - 907
0
-9
9'1"2
N
1'10"8
4X4
I
J
29 - 84 D - E
31 - 51 E - F
175 - 1749 F - G
5'8"4
3X4 E
5X10(**) B
2X6(G1)
A
C
/ 4.0
/-
2X4 G
12
5'10"
4
H0510 F
/W
C 1010 / / 421 / / 93
H 765 / 2
H Min Brg Width Req = Bearing C Fcperp = 565psi.
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E3 17'8"8 7/4 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =107.2
DUR. FAC 1.15
SEQ - 126517
SPACING 24.0 "
TYPE HIPM
- 827
0
- 303
- 736
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
10.59
17.71
BC
55
0.00
4.71
BC
120
4.71
17.71
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E3 17'8"8 7/4 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =107.2
DUR. FAC 1.15
SEQ - 126517
SPACING 24.0 "
TYPE HIPM
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E4 16' */12 Pan Hip Girder
Top chord 2x6 SP 2700f-2.0E :T2 2x6 SPF 1650f-1.5E:
Bot chord 2x6 SPF 1650f-1.5E
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
5.89
BC
29
0.15
BC
120
2.75
BC
29
13.31
Girder supports 4-0-0 span to TC/BC split one face and 2-0-0 span to
TC/BC split opposite face.
Calculated horizontal deflection is 0.42" due to live load and 0.25"
due to dead load.
END(FT)
10.11
2.69
13.25
15.85
Loc R
/U
/ Rw / Rh / RL
5'10"10
4'2"12
A 1154 / / 36 / /F 1154 / / 36 / /Wind reactions based on MWFRS
Bearings A & F Fcperp = 565psi.
5'10"10
4'2"12
12
4.58
6'3"
9
6'3"
C 5X6
DT -1"5
3'1"
1'
3X4(B1)
A
I
1.5X3
10"1
2'8"8
9
A-B
B-C
C-D
E
J
2X6
1"8
A-J
B-I
I-H
3X4(B1)
F
9'1"2
G
2X6
1"8
0 - 407 D - E
0 - 2735 E - F
0 - 2791
0 - 2759
0 - 407
7X8
H
3X4
10'4"
/ 3.6
/ 4.2
5X6
D
7X8 B
/W
0 H-E
0 G-F
0
2814
6
77
0 D-H
63 - 210 E - G
5
0
63
77
16'
DESC = E4 16' */12 Pan Hip Girder
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
0
0
Tens. Comp.
J-B
I-C
C-H
2'8"8
6
2792
2788
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E4 16' */12 Pan Hip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =92.3
DUR. FAC 1.15
SEQ - 126519
SPACING 24.0 "
TYPE HIPS
- 196
0
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
12.59
BC
55
0.00
BC
120
4.71
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
17.71
4.71
17.71
Loc R
/U
/ Rw / Rh / RL
2'2"4
10'4"13
3'10"8
8'8"9
C 1048 / / 425 / / 115 / 4.0
I 726 / 9
I
Min Brg Width Req = Bearing C Fcperp = 565psi.
5'1"7
5'1"7
G 4X6
12
7
8
'0"
12
DT -1"12
H
F
A-B
B-D
C-D
D-E
6'10"4
4'1"
1'
1'11"
5X10(**) B
2X6(G1)
A
C
A-C
C-P
C-O
P-N
2X4 D
5X6(**)
N
1.5X4(**)
P
7"8
4X8
M
1'10"8
4X4
J
K
11"3
9'1"2
O
2X6
I
L
- 956
- 928
-5
4'7"
2'2"4
B-C
N-E
E-M
F-M
M-G
12'8"8
2'7"7
2'6"8
2'4"12
1"8
10'5"8
2'3"
3"8
N-M
M-K
L-I
K-J
1313
461
0
466
101 - 143
504 - 57
189 - 602
131 - 548
871 - 80
G-J
L-K
J-H
J-I
122
43
51
125
Gables Tens.Comp.
17'8"8
69 - 24
1491 - 319
10
-4
1474 - 316
PLY= 1 QTY= 1
- 293
- 81
- 12
- 76
Tens. Comp.
15'10"
3.37
12
PLT TYP. WAVE
45
118
2
3X4 E
3"8
27 - 96 E - F
30 - 57 F - G
167 - 1782 G - H
194 - 1786
12
7'
4
/W
5'1"7
P-O
REV. 15.02.00C.1217.15
TC LL
29
- 79
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E5 17'8"8 7/4 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =119.5
DUR. FAC 1.15
SEQ - 126521
SPACING 24.0 "
TYPE HIPM
- 673
0
- 221
- 698
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
14.59
BC
55
0.00
BC
120
4.71
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
17.71
4.71
17.71
Loc R
/U
/ Rw / Rh / RL
2'2"4
12'4"13
3'10"8
10'8"9
C 1069 / / 426 / / 136 / 4.0
I 728 / 17
I
3'1"7
3'1"7
4X4 G
12
4
DT -1"12
H
A-B
B-D
C-D
D-E
5
'4"
14
F
8'0"4
8'2"
7
12
4'1"
1'11"
1'
3"8
2X6(G1)
A
A-C
C-P
C-O
P-N
2X4 D
5X6(**)
N
1.5X4(**)
P
C
7"8
3X10
M
L
B-C
N-E
E-M
F-M
M-G
12'8"8
2'7"7
4'7"
2'6"8
1"8
10'5"8
2'3"
3"8
1278
285
0
292
102
495
201
158
969
- 141
- 66
- 572
- 577
- 122
G-J
L-K
J-H
J-I
133
42
30
135
Gables Tens.Comp.
17'8"8
PLT TYP. WAVE
N-M
M-K
L-I
K-J
- 314
- 55
- 12
- 50
Tens. Comp.
15'10"
3.37
2'4"12
70 - 23
1453 - 343
10
-4
1436 - 340
11"3
2X6
I
12
2'2"4
17 - 981
113 - 1001
1
-5
9'1"2
O
1'10"8
4X4
J
K
26 - 86 E - F
29 - 51 F - G
155 - 1771 G - H
181 - 1746
3X4 E
5X10(**) B
/W
3'1"7
PLY= 1 QTY= 1
P-O
REV. 15.02.00C.1217.15
TC LL
28
- 76
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E6 17'8"8 7/4 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =123.6
DUR. FAC 1.15
SEQ - 126523
SPACING 24.0 "
TYPE HIPM
- 668
0
- 140
- 699
Webs 2x4 SPF Stud :W8 2x4 SPF #3:
wind BC DL=6.0 psf.
member design.
(a) Continuous lateral restraint equally spaced on member.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
2'2"4
14'4"13
3'10"8
Loc R
/U
/ Rw / Rh / RL
1'1"7
1'1"7
12'8"9
1'1"7
H
4X6
12
2X6
DT -1"12
I
A-B
B-D
C-D
D-E
1
'8"
16
7
3X5 F
9'2"4
9'4"
3X4 G
4
(a)
12
4'1"
A-C
C-Q
C-P
Q-O
3X4 E
1'11"
1'
3"8
2X4 D
5X6(**)
O
1.5X4(**)
Q
7"8
3X4
N
4X10 K
M
2'2"4
10'5"8
2'3"
1278
762
0
764
103 - 140
490 - 79
213 - 568
356
0
134 - 849
M-L
H-K
K-I
K-J
43
112
116
147
Gables Tens.Comp.
17'8"8
PLT TYP. WAVE
O-N
N-L
M-J
L-K
PLY= 1 QTY= 1
- 333
- 126
- 10
- 120
3"8
2'6"8
2'4"12
71 - 22
1452 - 366
10
-4
1434 - 363
B-C
O-E
E-N
N-G
G-K
12'8"8
2'7 "7
1"8
- 970
- 856
- 223
-4
Tens. Comp.
12
4'7"
0
0
63
8
2X6
J
15'10"
3.37
E-F
F-G
G-H
H-I
11"3
9'1"2
P
1'10"8
L
25 - 70
27 - 52
142 - 1798
166 - 1753
(a)
5X10(**) B
2X6(G1)
A
C
/W
C 1080 / / 424 / / 158 / 4.0
J 801 / 26
J Min Brg Width Req = Bearing C Fcperp = 565psi.
Q-P
REV. 15.02.00C.1217.15
TC LL
27
- 77
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E7 17'8"8 7/4 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =125.0
DUR. FAC 1.15
SEQ - 126526
SPACING 24.0 "
TYPE HIPM
0
- 376
- 24
- 774
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
16.59
17.71
BC
55
0.00
4.71
BC
120
4.71
17.71
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E7 17'8"8 7/4 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =125.0
DUR. FAC 1.15
SEQ - 126526
SPACING 24.0 "
TYPE HIPM
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E8 17'8"8 7/4 Mono
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
2'2"4
3'10"8
C 966 / / 421 / / 171 / 4.0
I 859 / 33
I
13'10"
2X4
17
12
H
A-B
B-D
C-D
D-E
"10
'11
7
9'11"13
3X4 G
(a)
3X5 F
4
12
4'1"
1'
1'11"
5X10(**) B
2X6(G1)
A
C
A-C
C-P
C-O
P-N
2X4 D
5X6(**)
N
1.5X4(**)
P
7"8
3X4
M
1'10"8
11"3
2X6
I
L
15'10"
3.37
B-C
N-E
E-M
M-G
12
12'8"8
2'7"7
4'7"
2'2"4
2'6"8
2'4"12
1"8
10'5"8
2'3"
N-M
M-K
L-I
K-J
1149
771
0
773
105 - 121
465 - 83
204 - 439
354
0
G-J
L-K
J-H
J-I
165
43
78
155
Gables Tens.Comp.
DESC = E8 17'8"8 7/4 Mono
P-O
74 - 23
1311 - 368
9
-4
1298 - 365
3"8
17'8"8
PLT TYP. WAVE
PLY= 1 QTY= 1
- 960
- 846
- 210
- 333
- 136
- 10
- 131
Tens. Comp.
9'1"2
O
0
0
138
4X4
J
K
27 - 67 E - F
27 - 55 F - G
127 - 1637 G - H
146 - 1596
(a)
3X4 E
3"8
/W
15'6"4
25
- 61
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E8 17'8"8 7/4 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =115.2
DUR. FAC 1.15
SEQ - 126528
SPACING 24.0 "
TYPE MONO
- 924
0
- 274
- 833
CHORD
SPACING(IN OC)
START(FT)
END(FT)
BC
55
0.00
4.71
BC
120
4.71
17.71
DESC = E8 17'8"8 7/4 Mono
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E8 17'8"8 7/4 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =115.2
DUR. FAC 1.15
SEQ - 126528
SPACING 24.0 "
TYPE MONO
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
END(FT)
17.71
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
3'10"8
13'10"
2X4
/W
H 1058 / / 420 / / 174 / 4.0
E 919 / 33
E Min Brg Width Req = Bearing H Fcperp = 565psi.
D
12
3
'0"
16
A-B
B-C
7
9'11"13
A-H
H-G
(a)
12
4'1"
H-B
B-F
F-C
1'11"
5X5(SRS) B
214 - 205 G - F
778 - 285 F - E
206 - 1301 C - E
176 - 136 D - E
360
0
2X6(G1)
A
7"8
9'1"2
3X4
3X5
G F
3X4
15'10"
1'10"8
3X5
E
17'8"8
DESC = E9 17'8"8 7/4 Mono
PLT TYP. WAVE
- 208
PLY= 1 QTY= 5
778
697
- 285
- 116
Tens. Comp.
(a)
H
139
3X4 C
4
277 - 202 C - D
0 - 918
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E9 17'8"8 7/4 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =107.1
DUR. FAC 1.15
SEQ - 126530
SPACING 24.0 "
TYPE MONO
151
76
- 905
- 276
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / E10 17'8"8 7/4 MH Girder
Webs 2x4 SPF Stud :W7, W8, W9 2x4 SPF #3:
CHORD
SPACING(IN OC)
START(FT)
TC
24
15.75
BC
75
0.00
END(FT)
17.71
17.71
Special loads
BC- 488.84 lb Conc. Load at 3.77, 7.77, 9.77,11.77
wind BC DL=6.0 psf.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
3'10"8
11'10"8
1'11"8
K 2385 / 6
//0 /G 2099 / /8
//Wind reactions based on MWFRS
G Min Brg Width Req = Bearing K Fcperp = 565psi.
1'11"8
E
2X4
6X8
/W
/ 4.0
/-
F
12
13
'9 "
A-B
B-C
C-D
7
5X7 D
160 - 589 D - E
29 - 2867 E - F
36 - 1929
7
0
- 592
0
(a)
4
12
(a)
3X6 C
4'1"
8'10"2
A-K
K-J
J-I
(a)
K-B
B-J
J-C
C-I
I-D
3X4(A1)
A
1'11"
1565
465
7"8
9'1"2
J
4X6
I
1'10"8
5X7
H
6X8
4X4
G
62 - 2385
381
0
940
0
0 - 960
1865 - 21
D-H
E-H
E-G
F-G
42 - 1765
2137
0
0 - 2062
5
- 73
15'10"
17'8"8
DESC = E10 17'8"8 7/4 MH Girder
PLT TYP. WAVE
- 26
0
Tens. Comp.
5X8(SRS) B
K
2X6
1058 - 273 I - H
2176 - 29 H - G
2391 - 23
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/24/16
BC DL
10.00 PSF
E10 17'8"8 7/4 MH Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =143.5
DUR. FAC 1.15
SEQ - 126533
SPACING 24.0 "
TYPE HIPM
Webs 2x4 SPF Stud :W4, W6 2x4 SPF 1650f-1.5E:
Special loads
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
5.75
BC
75
0.00
END(FT)
17.71
17.71
Loc R
/U
/ Rw / Rh / RL
3'10"8
1'10"8
11'11"8
11'11"8
12
7
4
I 2649 / / 77 / 0 / 0
I
F Min Brg Width Req = Bearing I Fcperp = 565psi.
"1
2'2
/ 4.0
/-
12
4'1"
/W
C
3X4
D
4X8
A-B
B-C
4X12 E
173 - 472 C - D
0 - 3530 D - E
0 - 4129
0 - 4129
6X8(SRS) B
3'0"2
3X4(A1)
A
1'11"
A-I
I-H
837 - 297 H - G
2620
0 G-F
3043
29
Tens. Comp.
7"8
9'1"2
I
3X4
H
H0308
3X5
G
6X16
1'10"8
F
15'10"
I-B
B-H
C-H
C-G
0 - 3151 D - G
563
0 G-E
956
0 E-F
1208
0
74 - 488
4480
0
0 - 1999
17'8"8
PLT TYP. WAVE
0
0
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E11 17'8"8 7/4 MH Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =102.5
DUR. FAC 1.15
SEQ - 126535
SPACING 24.0 "
TYPE HIPM
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
3.75
BC
75
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Special loads
BC- 41.58 lb Conc. Load at 5.81, 7.81, 9.81,11.81
END(FT)
17.71
17.71
Loc R
/U
/ Rw / Rh / RL
14'9"10
11"8
1'11"6
3'9"
3"8
13'8"
"1
2'3
7
"7
3'11
1.5X4
I
4X4 F
4X10
B
1'10"8
A-B
B-C
C-D
D-E
13'8"
3X4
C
D
E
4X10
G
H
A-N
N-M
M-L
3X4(A1) A
7"8
9'1"2
N
2X8
M
L
3X6
1'10"8
2X6
K
SS0317
/ 4.0
/-
244 - 10 E - F
270 - 2311 E - G
179 - 2046 F - I
179 - 2046 G - H
76
-9
182 - 2062
47
-5
186 - 2101
3'0"2
4
/W
11"8
12
12
N 1152 / 92
///J 1160 / 60
J Min Brg Width Req = Bearing N Fcperp = 565psi.
15'10"
2368
55
159
203
1399
22
101
- 1466
- 15
- 161
- 307
- 340
D-K
K-H
F-G
H-I
H-J
41
2077
21
55
79
17'8"8
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
- 275
-5
Tens. Comp.
N-B
B-M
B-L
L-C
C-K
J
5 - 203 L - K
989 - 116 K - J
1009 - 118
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E12 17'8"8 7/4 MH Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =106.3
DUR. FAC 1.15
SEQ - 126537
SPACING 24.0 "
TYPE HIPM
- 247
- 182
- 197
- 18
- 811
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
4
CHORD
SPACING(IN OC)
START(FT)
BC
21
0.00
END(FT)
1.79
Loc R
/U
/ Rw / Rh / RL
12
F 85
// 34 / / 11
D 85
/6
E Min Brg Width Req = Bearing F Fcperp = 565psi.
"10
1'10
/W
/ 4.0
/-
1.5X3 BC
18
- 24 B - C
A
F-E
1'3"
4
- 40 E - D
-3
F
1.5X3
3X4
A-F
A-E
16
45
- 62 B - E
-4
ED
1'9"7
DESC = E13 1'9"7 4/12 Mono
PLY= 1 QTY= 1
0
0
Tens. Comp.
9'1"2
PLT TYP. WAVE
0
1'10"2
3X4
A-B
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
E13 1'9"7 4/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =12.6
DUR. FAC 1.15
SEQ - 126539
SPACING 24.0 "
TYPE MONO
63
- 71
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / EL1 4'1"15 Hip Frame
Webs 2x4 SPF #3
All plates are 3X4(D1) except as noted.
Loc R
/U
/ Rw / Rh / RL / W
2'0"15
2'0"14
A* 2
/-
/ 50.0
1
-1 B - C
A-D
0
0 D-C
26.23
B-D
0
-1
4'6"11
12
C
A
0'
D 3X4
4'1"15
DESC = EL1 4'1"15 Hip Frame
PLT TYP. WAVE
PLY= 1 QTY= 1
0
Gables Tens.Comp.
12
26.29
1
-1
"4
4 '8
4X4 B
4 '8
"4
A-B
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
EL1 4'1"15 Hip Frame
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =26.6
DUR. FAC 1.15
SEQ - 125993
SPACING 24.0 "
TYPE HIP_
0
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / EL2 7'0"11 Hip Frame
Webs 2x4 SPF #3
Loc R
/U
/ Rw / Rh / RL / W
A* 2
0
1
-1 C - D
-1 D - E
A-I
I-H
C
0
0
0 H-G
0 G-F
0
0
-2 D - G
-2 E - F
8'2"
B
3X4(D1) A
0'
0"4
G
F
7'0"7
DESC = EL2 7'0"11 Hip Frame
PLY= 1 QTY= 1
0
0
0
0
B-I
C-H
PLT TYP. WAVE
-1
-1
13.89
H
1
0
D
10
'4"
15
A-B
B-C
I
/ 84.5
E
12
/-
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
EL2 7'0"11 Hip Frame
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =58.0
DUR. FAC 1.15
SEQ - 126009
SPACING 24.0 "
TYPE HIP_
0
0
-2
0
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / F 5'10"8 7/4 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
45
-0.25
BC
24
3.62
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
3.62
5.62
Loc R
/U
/ Rw / Rh / RL
2'2"4
3'8"4
3'10"8
C 515 / / 207 / / 41
H 147 / 12
I
2'
4 '3
4'1"
FG
200 - 105 D - E
203 - 90 E - F
32 - 330 F - G
- 118
- 36
-6
5X10(**) B
7"8
5X6(**)
3X4
I H
5.04
C
12
1'10"8
11"3
1.5X4(**) J
L
1'
1'11"
10'1"2
2X6(G1)
A
3"8
A-C
C-L
C-K
9'1"2
K
113 - 153 L - J
67 - 68 J - I
1
-1 I - H
2'
B-C
L-K
J-E
144 - 211 E - I
17 - 10 F - I
67 - 16
3'9"
2'2"4
1'6"12
1"8
2'
5'10"8
DESC = F 5'10"8 7/4 Jack
73
38
0
- 65
- 55
0
Tens. Comp.
4'
15
1'9"
PLT TYP. WAVE
23
48
0
2'1"
3X4
E
2X4 D
3'1"
A-B
B-D
C-D
12
7
/ 4.0
/-
"4
12
4
/W
PLY= 1 QTY= 3
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
F 5'10"8 7/4 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =36.4
DUR. FAC 1.15
SEQ - 126541
SPACING 24.0 "
TYPE SPEC
60
32
- 42
- 113
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / G 9'10"8 7/4 Sci Hip
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
0.00
TC
24
7.50
BC
24
0.00
BC
44
2.00
BC
50
5.50
END(FT)
3.57
9.88
2.00
5.50
9.75
Loc R
/U
/ Rw / Rh / RL
3'6"14
1'11"2
2'
12
2'3
13
7
"
2'2
2'4"8
M 468 / / 173 / / 15
M Min Brg Width Req = H Min Brg Width Req = -
"13
3'6"14
2'4"8
J
ML
3X4
4X6(SRS)
3X4
FG
5X6
4
M-L
L-K
K-J
I H
12
B-L
B-K
K-C
C-J
4
2'
2'
3'6"
0
0 J-H
17 - 14 I - H
1024 - 211
112 - 451
492 - 68
199 - 812
118 - 304
J-E
D-J
E-H
F-H
4'4"8
9'10"8
DESC = G 9'10"8 7/4 Sci Hip
PLT TYP. WAVE
PLY= 1 QTY= 1
117
5
0
- 858
-3
0
737
155
- 156
- 33
Tens. Comp.
3'8"
4
3'8"
0
0 D-E
55 - 385 E - F
122 - 859 F - G
9'1"2
3X4
K
4X4
A-B
B-C
C-D
1'9"13
E
1'10"5
1'2"
2'11"13
4X6(SRS)
C
3X4
//-
D 4X4
AB
/W
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
G 9'10"8 7/4 Sci Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =59.5
DUR. FAC 1.15
SEQ - 126543
SPACING 24.0 "
TYPE SCIS
67
644
186
49
- 38
- 81
- 889
- 129
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / G1 9'10"8 */4 Sci
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
24
0.00
BC
44
2.00
BC
50
5.50
AB
3X4
member design.
END(FT)
2.00
5.50
9.75
3X4
C
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
3X4
D
L 453 / / 168 / /G 478 / / 163 / /Wind reactions based on MWFRS
L Min Brg Width Req = G Min Brg Width Req = -
3X4 E F
//-
2'10"1
1'2"
I
A-B
B-C
C-D
5X6
LK
3X4
J
4X4
4
L-K
K-J
J-I
HG
12
3'8"
4
4
3'8"
B-K
B-J
J-C
C-I
3'6"
0
2
344
0 I-G
-1 H - G
- 89
128
457
142
511
- 440 D - I
- 106 I - E
- 403 E - G
- 117
4'4"8
9'10"8
DESC = G1 9'10"8 */4 Sci
PLY= 1 QTY= 1
175
0
- 788
0
25
151
- 26
- 40
Tens. Comp.
2'
2'
0
0 D-E
63 - 273 E - F
175 - 788
3X4 9'1"2
PLT TYP. WAVE
/W
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
G1 9'10"8 */4 Sci
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =58.5
DUR. FAC 1.15
SEQ - 126545
SPACING 24.0 "
TYPE SCIS
150
826
137
- 311
- 183
- 405
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / G2 7'8" 4/12 Sci Girder
Webs 2x4 SPF Stud
Special loads
BC- 28.72 lb Conc. Load at 1.84, 5.82
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
1.83
BC
25
0.00
BC
45
1.96
BC
25
5.71
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
5.83
1.96
5.71
7.67
Loc R
/U
/ Rw / Rh / RL
1'10"
4
4'
12
1'10"
4'
1'11
1'11
"3
"3
D
1'3"
1'10"5
3X4 A
A-B
B-C
3X4
178 - 703 C - D
167 - 636
172
F
H0610(SRS)
2X6
2X6 9'1"2
H
H-G
G-F
15 - 15 F - E
651 - 173
15
- 15
E
4
Tens. Comp.
12
1'8"
9
1'11"8
3'9"
1'8"
3'9"
A-H
A-G
B-G
B-F
9
87 - 365 F - C
660 - 169 F - D
67 - 42 D - E
6 - 15
65
645
85
1'11"8
7'8"
DESC = G2 7'8" 4/12 Sci Girder
PLT TYP. WAVE
- 688
G 4X8(SRS)
6"8
/ 4.0
/ 4.0
4X4
C
B 4X8
/W
H 399 / 83
///E 399 / 82
Bearings H & E Fcperp = 565psi.
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
G2 7'8" 4/12 Sci Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =51.0
DUR. FAC 1.15
SEQ - 126547
SPACING 24.0 "
TYPE SCIS
- 44
- 163
- 359
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / G3 9'10"8 7/4 Sci
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
1.83
BC
24
0.00
BC
44
2.00
BC
50
5.50
END(FT)
9.88
2.00
5.50
9.75
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
1'10"
8'0"8
L 464 / / 180 / / 19
G 489 / 6
8'0"8
2'1
"8
/W
//-
12
7
3X4
D
DT -1"12
3X4 E F
A-B
B-C
C-D
4'0"1
AB
3'1"
4'1"13
3X4
4X4 C
1'2"
I
6
0 D-E
60 - 242 E - F
124 - 455
122
0
- 452
0
L-K
K-J
J-I
5X6
0
8
200
0 I-G
- 31 H - G
- 72
25
155
- 27
- 43
9'1"2
LK
3X4
4X8
J
3X4
HG
4
12
Tens. Comp.
B-K
B-J
C-J
C-I
3'8"
4
4
3'8"
91 - 450 D - I
348 - 68 I - E
107 - 280 E - G
333 - 73
2'
2'
3'6"
4'4"8
9'10"8
DESC = G3 9'10"8 7/4 Sci
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
G3 9'10"8 7/4 Sci
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =69.2
DUR. FAC 1.15
SEQ - 126549
SPACING 24.0 "
TYPE SCIS
162
526
146
- 360
- 143
- 417
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
3.83
BC
24
0.00
BC
44
2.00
BC
50
5.50
member design.
END(FT)
9.88
2.00
5.50
9.75
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
3'10"
6'0"8
K 465 / / 188 / / 41
F 489 / 15
K Min Brg Width Req = F Min Brg Width Req = -
6'0"8
12
7
"4
4'5
4X6 C
DT -1"12
3X4 DE
3'1"
K-J
J-I
I-H
1'2"
H 4X6
I
4X4
1.5X3
GF
4
12
3'8"
4
3'8"
0
0 H-F
17 - 68 G - F
298 - 118
B-J
B-I
I-C
53 - 450 C - H
305 - 18 H - D
85 - 296 D - F
4
2'
2'
3'6"
4'4"8
9'10"8
DESC = G4 9'10"8 7/4 Sci
PLT TYP. WAVE
PLY= 1 QTY= 1
67
0
- 242
0
24
155
- 27
- 47
Tens. Comp.
9'1"2
3X4
6
0 C-D
48 - 240 D - E
5'2"1
5'3"13
AB
KJ
//-
A-B
B-C
3X4
/W
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
G4 9'10"8 7/4 Sci
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =69.0
DUR. FAC 1.15
SEQ - 126551
SPACING 24.0 "
TYPE SCIS
102
318
155
- 83
- 87
- 416
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
5.83
BC
24
0.00
BC
44
2.00
BC
50
5.50
member design.
END(FT)
9.88
2.00
5.50
9.75
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
5'10"
L 533 / / 192 / / 63
G 489 / 27
4'0"8
12
7
D 4X4
"1
6'9
DT -1"12
3X4 E F
A-B
B-C
C-D
3'1"
L-K
K-J
J-I
1'2"
I
LK
4X6
J
5X5
4
B-K
B-J
J-C
C-I
HG
12
3'8"
4
4
3'8"
0
0 I-G
24 - 103 H - G
253 - 113
15 - 518 I - D
382
0 D-G
57 - 331 E - G
39 - 11
2'
2'
3'6"
4'4"8
9'10"8
DESC = G5 9'10"8 7/4 Sci
PLT TYP. WAVE
PLY= 1 QTY= 1
3
0
-2
0
230
155
- 81
- 51
Tens. Comp.
9'1"2
3X4
3X4
6
0 D-E
18 - 277 E - F
57 - 347
6'4"1
6'5"13
AB
//-
3X4 C
3X4
/W
4'0"8
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/24/16
BC DL
10.00 PSF
G5 9'10"8 7/4 Sci
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =77.5
DUR. FAC 1.15
SEQ - 126553
SPACING 24.0 "
TYPE SCIS
211
144
74
-9
- 410
- 138
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / G6 9'10"8 7/12 Mono Hip
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
7.83
BC
118
0.00
END(FT)
9.88
9.88
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
7'10"
2'0"8
K 579 / / 197 / / 85
G 469 / 32
K Min Brg Width Req = H Min Brg Width Req = -
2'0"8
/W
//-
3X4
4X4 D DT -1"12
12
7
EF
"13
A-B
B-C
C-D
9'0
3X4 C
7'6"1
7'7"13
3
0
0
0 I-H
33 - 141 H - G
300
0
0 - 558 C - H
363
0 D-H
141 - 79 E - H
99
88
37
3'1"
B-J
B-I
I-C
9'1"2
3X4
I
3X4
H0308
HG
9'10"8
DESC = G6 9'10"8 7/12 Mono Hip
PLT TYP. WAVE
PLY= 1 QTY= 1
- 95
0
Tens. Comp.
AB
KJ
-2
0
K-J
J-I
3X4
5
0 D-E
0 - 423 E - F
21 - 163
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
G6 9'10"8 7/12 Mono Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =80.1
DUR. FAC 1.15
SEQ - 126555
SPACING 24.0 "
TYPE HIPM
- 342
- 192
- 61
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / G7 9'10"8 7/12 Mono
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
118
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
3"8
9'7"
J 481 / / 60 / /F 470 / / 58 / /Wind reactions based on MWFRS
J Min Brg Width Req = G Min Brg Width Req = DE
'1
11
12
/W
//-
3X4
7
END(FT)
9.88
A-B
B-C
"2
5
0 C-D
0 - 358 D - E
87
0
- 129
-5
3X4 C
8'8"1
J-I
I-H
0 H-G
0 G-F
B-I
B-H
H-C
0 - 461 C - G
331
0 D-G
138 - 59
3'1"
AB
3"8
JI
3X4
3X4
H
3X4
9'1"2
GF
9'10"8
DESC = G7 9'10"8 7/12 Mono
PLT TYP. WAVE
270
0
0
0
Tens. Comp.
(a)
3X4
0
2
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
G7 9'10"8 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =71.7
DUR. FAC 1.15
SEQ - 126557
SPACING 24.0 "
TYPE MONO
0
0
- 367
- 182
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / GL 9'9"12 Hip Frame
Webs 2x4 SPF #3
Loc R
/U
/ Rw / Rh / RL / W
A* 2
/ 117
F
A-B
B-C
C-D
E
0
1
1
-1 D - E
-1 E - F
-1
1
1
-1
-1
14
'9"
5
/-
12
14.13
D
11'6"10
A-K
K-J
J-I
C
0
0
0
0 I-H
0 H-G
0
B
0
0
0
-2 E - H
-2 F - G
-2
3X4(D1) A
0'
K
J
I
H
G
9'9"9
DESC = GL 9'9"12 Hip Frame
PLT TYP. WAVE
PLY= 1 QTY= 1
0
0
B-K
C-J
D-I
0"4
0
0
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
GL 9'9"12 Hip Frame
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =84.0
DUR. FAC 1.15
SEQ - 126025
SPACING 24.0 "
TYPE HIP_
0
0
-2
-1
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / H 5'1"7 */12 Mono
The following members need concentrated loads at the heel: 0-0-0
span/setback member on the 1-10-0 cant side requires 24 lbs and
the 0-0-0 span/setback member on the 1-10-0 cant side requires 24
lbs.
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
36
-0.25
BC
26
2.75
Sub-fascia beam assumptions: 0-0-0 sub-fascia beam on the 1-10-0
cantilever side. 0-0-0 sub-fascia beam on the 1-10-0 cantilever side.
Hipjack supports 3-7-7 setback jacks with 1-10-0 cantilever one
face; 1-10-0 cantilever opposite face.
END(FT)
2.75
4.87
Loc R
/U
/ Rw / Rh / RL
E 508 / 19
///D 19
/ 171 / 7
5'3"2
2.83
12
1.5X3C
2X6(G1)
A
A-B
354
- 17 B - C
9
- 28
7"8
9'7"10
3X4 D
6"8
4"11
9'1"2
A-E
E
4X4
2'7"1
14 - 313 E - D
3'
1'7"15
20 - 332 D - C
323 - 15
5"8
5'1"7
DESC = H 5'1"7 */12 Mono
- 339
Tens. Comp.
12
2'6"6
1'8"8
3'
16
2.83
B-E
B-D
PLT TYP. WAVE
/ 5.7
/-
1'3"8
1'10"
3X4 B
/W
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
H 5'1"7 */12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =24.5
DUR. FAC 1.15
SEQ - 126559
SPACING 24.0 "
TYPE MONO
16
- 66
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / J 3'8"8 4/12 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
27
0.00
BC
19
2.21
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
2.21
3.71
Loc R
/U
/ Rw / Rh / RL
4
E 435 / / 215 / / 23
D 9
/ 132 / 6
12
"15
3'10
1.5X3 C
2X6(G1)
A
A-B
7"8
9'7"10
3X4 D
4X6
E
6"8
4"13
212 - 120 B - C
9'1"2
A-E
4
128 - 170 E - D
195 - 306 C - D
189 - 72
5
1'3"
2'2"8
1'6"
3'8"8
DESC = J 3'8"8 4/12 Jack
PLT TYP. WAVE
- 26
76
- 197
Tens. Comp.
B-E
B-D
2'2"8
14
12
1'10"
1'10"8
/ 4.0
/-
1'3"13
1'10"5
3X4 B
/W
PLY= 1 QTY= 3
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
J 3'8"8 4/12 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =22.4
DUR. FAC 1.15
SEQ - 126561
SPACING 24.0 "
TYPE MONO
35
- 47
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / K 5'2"2 */12 HJ Girder
Webs 2x4 SPF Stud
lbs.
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
62
0.00
END(FT)
5.18
Loc R
/U
/ Rw / Rh / RL
5'3"1
2.83
3
12
A-F
F-E
2X6
1.5X3
- 27 B - C
0
24 - 424 E - D
12
-1
0
F-B
30 - 520 B - E
113
ED
2'7"1
5'2"2
DESC = K 5'2"2 */12 HJ Girder
PLT TYP. WAVE
PLY= 1 QTY= 1
-2
REV. 15.02.00C.1217.15
0
Tens. Comp.
9'1"2
F
451
1'10"2
7"8
2X6(G1)
A
/ 5.7
/-
C
3X4 B
A-B
2'7"1
/W
F 474 / 18
///D 56
/ 126 / 9
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
K 5'2"2 */12 HJ Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =26.4
DUR. FAC 1.15
SEQ - 126563
SPACING 24.0 "
TYPE MONO
- 54
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / L 3'9" 4/12 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
45
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
3.75
Loc R
/U
/ Rw / Rh / RL
4
F 393 / / 194 / / 23
D 42
/ 93
12
3'11
"7
3X4
A-B
306 - 174 B - C
0
-3
1'10"8
A-F
F-E
207 - 253 E - D
7
-6
0
0
7"8
Tens. Comp.
9'1"2
1.5X3
1'10"8
F
F-B
183 - 355 B - E
ED
1.5X4
1'10"8
3'9"
DESC = L 3'9" 4/12 Jack
PLT TYP. WAVE
/ 4.0
/-
BC
2X6(G1)
A
/W
PLY= 1 QTY= 5
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
L 3'9" 4/12 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =19.6
DUR. FAC 1.15
SEQ - 126314
SPACING 24.0 "
TYPE MONO
87
- 39
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / M 8'0"1 */12 HJ Girder
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
lbs.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
END(FT)
8.01
Truss designed for unbalanced snow load, based on Pf=Pg=30.00
psf.
Loc R
/U
/ Rw / Rh / RL
5'5"12
2'6"5
G 649 / 13
///E 213 / /9
12
4.95
13
2'8"
/W
/ 5.7
/-
1.5X3 C
5'7"9
A-B
B-C
12
A-G
G-F
1'11"
- 47 C - D
- 44
7"8
43 - 596 F - E
103
-5
G-B
B-F
9'1"2
56 - 797 C - F
6 - 122
3X4 F E
G
2X6
5'5"
8'0"1
DESC = M 8'0"1 */12 HJ Girder
PLT TYP. WAVE
PLY= 1 QTY= 1
1
-5
REV. 15.02.00C.1217.15
0
0
Tens. Comp.
3X4(A1)
A
2'7"1
655
42
4X6 B
2'11"8
2.83
D
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
M 8'0"1 */12 HJ Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =46.9
DUR. FAC 1.15
SEQ - 126565
SPACING 24.0 "
TYPE SPEC
14
- 125
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / N 5'9" 7/4 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
69
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
5.75
Loc R
/U
/ Rw / Rh / RL
3'10"8
1'10"8
E 490 / / 199 / / 44
D 157 / 16
12
7
2 '2
"1
/W
/ 4.0
/-
4
12
1.5X3 C
A-B
4'1"
3'0"2
A-E
E-B
B-D
7"8
218 - 283 E - D
217 - 497 C - D
123 - 125
9'1"2
3X4
E
2X6
D
3'10"8
5'9"
DESC = N 5'9" 7/4 Jack
PLT TYP. WAVE
- 68
PLY= 1 QTY= 1
95
- 93
Tens. Comp.
2X6(G1)
A
1'10"8
26
4X6(SRS) B
1'11"
354 - 189 B - C
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
N 5'9" 7/4 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =32.9
DUR. FAC 1.15
SEQ - 126567
SPACING 24.0 "
TYPE SPEC
9
- 53
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / N1 3'7"15 4/12 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
44
0.00
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
3.66
Loc R
/U
/ Rw / Rh / RL
4
F 396 / / 196 / / 23
D 35
/ 102 / 11 / /Wind reactions based on MWFRS
12
3'10
"5
3X4
A-B
301 - 172 B - C
0
-3
1'10"2
A-F
F-E
204 - 249 E - D
6
-6
0
0
7"8
Tens. Comp.
9'1"2
1.5X3
1'10"8
F
F-B
184 - 357 B - E
ED
1.5X4
1'9"7
3'7"15
DESC = N1 3'7"15 4/12 Jack
PLT TYP. WAVE
/ 4.0
/-
BC
2X6(G1)
A
/W
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
N1 3'7"15 4/12 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =18.2
DUR. FAC 1.15
SEQ - 126569
SPACING 24.0 "
TYPE SPEC
92
- 33
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / O1 23' 10/8 Gable
Bot chord 2x4 SPF #1/#2 :B2 2x4 SPF 1650f-1.5E:
Webs 2x4 SPF Stud :W11 2x4 SPF #1/#2:
Truss designed to support 2-0-0 top chord outlookers and cladding
load not to exceed 3.00 PSF one face and 24.0" span opposite face.
Top chord must not be cut or notched.
wind BC DL=6.0 psf.
due to dead load.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
11'0"7
3'3"2
AA 2168 / 26
/ 735 / / 285 / 4.0
O 2179 / 43
AA Min Brg Width Req = 3.4
O Min Brg Width Req = Bearing AA Fcperp = 565psi.
3'3"2
F
G 5X6
J
AE
2X6
11
' 3"
15
K
AG
3X4 D
AH
2X6
AI
2X6
AF
AJ
2X6
L
AK
C
U
M
S
V
AC
1.5X3(**)
6X8 A
1'10"7
4X6
12
X
6X8
Y
AA Z
3X8
N
AM
AL
8
W
3X4
AB
R
6X8
Q
AA- Z
Z-Y
Y-X
X-W
W-V
V-U
P
1
12
"
2'5
'1"
7
3X6
2"
9'3"2
9'1"2
O
10'4"
10'4"
A -AA
A -AB
AB- Y
Y-B
B -AC
23'
DESC = O1 23' 10/8 Gable
PLT TYP. WAVE
- 1865
- 3419
- 3311
- 3588
- 3520
- 3167
- 3218
H-I
I-J
J-K
K-L
L-M
M-N
457
438
444
344
408
307
- 3218
- 3169
- 3512
- 3581
- 2450
- 2535
272
272
1714
1797
2975
3073
- 285
- 285
- 309
- 327
- 333
- 359
U-T
T-S
S-R
R-Q
Q-P
P-O
3030
2252
2292
2191
90
28
- 345
- 211
- 223
- 197
- 29
- 31
Tens. Comp.
2'4"
2'4"
246
474
556
346
446
438
457
3'7"12
6'10"11
3X8 B
AD
A-B
B-C
C-D
D-E
E-F
F-G
G-H
3X6
T
7X8
12
11'0"13
5X6I
E
6
'4"
14
10
H
/W
8'8"7
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
247
1573
1599
270
1104
- 2136
- 145
- 153
- 1750
- 36
AG- T
T -AI
T -AJ
AI- I
AJ-AK
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O1 23' 10/8 Gable
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =202.6
DUR. FAC 1.15
SEQ - 126571
SPACING 24.0 "
TYPE GABL
1576
1594
733
1563
735
- 145
- 150
- 87
- 147
- 86
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / O1 23' 10/8 Gable
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
11.04
14.30
BC
28
0.00
2.33
BC
120
2.33
12.67
BC
75
12.67
23.00
AD- W
W-D
D -AE
AE-AF
AF- T
G -AG
1089 - 32 AK- L
0 - 683 L - Q
287 - 65 Q -AL
290 - 68 AM- N
289 - 69 N - O
1545 - 142
744
- 83
78 - 1232
1860 - 172
1878 - 177
266 - 2119
Z -AB
C -AC
AD- X
E -AE
AE- V
F -AF
AF- U
AG-AH
14
90
74
120
84
186
112
2
- 46
- 201
- 140
- 280
- 160
- 19
0
- 21
H -AH
AH-AI
S -AJ
AJ- J
R -AK
AK- K
P -AL
AM- M
DESC = O1 23' 10/8 Gable
PLT TYP. WAVE
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O1 23' 10/8 Gable
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =202.6
DUR. FAC 1.15
SEQ - 126571
SPACING 24.0 "
TYPE GABL
88
2
109
170
86
119
91
121
-5
- 21
0
- 15
- 168
- 278
- 177
- 272
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / O2 23' 10/8 Sci
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
TC
24
10.58
BC
28
0.00
BC
120
2.33
BC
75
12.67
END(FT)
14.75
2.33
12.67
23.00
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
10'7"
4'2"1
M 1167 / / 499 / / 137 / 4.0
H 1176 / / 487 / //Wind reactions based on MWFRS
M Min Brg Width Req = 1.8
H Min Brg Width Req = Bearing M Fcperp = 565psi.
4'2"1
D 5X6
5X6E
10
' 8"
13
5
'9"
13
3X4 C
F
12
11'0"13
A-B
B-C
C-D
3X4
J
6X8
10
3X5 B
3X4
8
12
4'0"5
3X4
M-L
L-K
K-J
I
2'3"
K
M
2X6
5X5
L
1
12
"
2'5
'1"
7
2X6
2"
A-M
A-L
L-B
B-K
K-C
C-J
H
10'4"
130 - 136 J - I
878 - 103 I - H
1539 - 81
53 - 1147 D - J
840 - 19 J - E
100 - 938 J - F
563
0 F-I
52 - 403 I - G
122 - 32 G - H
10'4"
23'
DESC = O2 23' 10/8 Sci
PLT TYP. WAVE
PLY= 1 QTY= 1
108 - 1738
109 - 1819
84 - 1272
REV. 15.02.00C.1217.15
1158
68
- 44
- 31
Tens. Comp.
9'3"2
9'1"2
2'4"
2'4"
56 - 898 D - E
135 - 1703 E - F
109 - 1819 F - G
3X5
6'10"11
G
3X5 A
/W
8'3"
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O2 23' 10/8 Sci
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =158.0
DUR. FAC 1.15
SEQ - 126573
SPACING 24.0 "
TYPE SCIS
889
0
898
0
381
- 18
97 - 728
939
- 12
73 - 1145
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / O3 22'11"4 10/8 Sci
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
10.52
BC
27
0.00
BC
120
2.27
BC
75
12.60
member design.
END(FT)
14.69
2.27
12.60
22.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
10'6"4
4'2"1
M 1164 / / 498 / / 136 / H 1172 / / 486 / //Wind reactions based on MWFRS
4'2"1
D 5X6
5X6 E
10
' 8"
13
5
'8"
13
3X4 C
F
12
11'0"13
A-B
B-C
C-D
3X4
J
6X8
10
3X5
M-L
L-K
K-J
3X4
3X4
8
2'3"10
12
3X8
M
5X8
L
12
12
'5"
'1"
7
4'0"5
6'10"11
G
K
I
2X6
2"
9'3"2
9'1"2
A-M
A-L
L-B
B-K
K-C
C-J
H
10'4"
130 - 136 J - I
857 - 101 I - H
1525 - 80
52 - 1145 D - J
836 - 19 J - E
100 - 942 J - F
569
0 F-I
53 - 408 I - G
122 - 31 G - H
10'4"
22'11"4
DESC = O3 22'11"4 10/8 Sci
PLT TYP. WAVE
108 - 1730
108 - 1811
84 - 1268
PLY= 1 QTY= 8
1154
68
- 44
- 31
Tens. Comp.
2'3"4
2'3"4
54 - 874 D - E
133 - 1687 E - F
109 - 1812 F - G
3X6 B
5X5 A
/W
8'3"
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O3 22'11"4 10/8 Sci
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =156.6
DUR. FAC 1.15
SEQ - 126316
SPACING 24.0 "
TYPE SCIS
883
0
893
0
378
- 19
97 - 725
936
- 12
73 - 1142
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / O5 22'11"4 */8 Sci
Webs 2x4 SPF #3 :W5, W6, W7, W8, W9 2x4 SPF Stud:
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
27
0.00
BC
120
2.27
BC
75
12.60
END(FT)
2.27
12.60
22.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
/W
22'11"4
A
5X5
5X5
B
5X5
C
3X4
D
3X5
E
5X5
F
5X5
M 1116 / 7
/ 434 / /H 1124 / 5
G
//-
A-B
B-C
C-D
(a)
10'10"13
(a)
(a)
6'10"11
11'0"13
(a)
J
6X8
(a)
M-L
L-K
K-J
4X4 12
4X6
3X4
2"
3X4
M
5X8
L
A-M
A-L
L-B
B-K
K-C
C-J
9'3"2
9'1"2
H
2'3"4
2'3"4
10'4"
0 J-I
- 38 I - H
- 95
108
1033
139
994
174
1225
- 1091
- 87
- 1122
- 76
- 1055
- 102
D-J
J-F
F-I
I-G
G-H
10'4"
22'11"4
DESC = O5 22'11"4 */8 Sci
PLT TYP. WAVE
PLY= 1 QTY= 3
672
66
- 78
- 33
Tens. Comp.
'1"
7
12
0
330
874
I
12
'5"
145 - 1727
145 - 1727
40 - 494
8
K
18 - 213 D - E
54 - 665 E - F
145 - 1727 F - G
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O5 22'11"4 */8 Sci
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =215.4
DUR. FAC 1.15
SEQ - 126577
SPACING 24.0 "
TYPE SCIS
143 - 463
1424 - 119
192 - 1186
1096
- 88
113 - 1092
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / O8 22'11"4 7/8 HHip
Webs 2x4 SPF #3
:W4, W5, W6, W7, W8, W9 2x4 SPF Stud:
wind BC DL=6.0 psf.
due to dead load.
member design.
(b) #3 or better scab reinforcement. Same size & 80% length of web
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
17'0"9
4'10"11
N 1162 / / 442 / / 53
I 1149 / 22
N Min Brg Width Req = I
Min Brg Width Req = -
1 '1
"1 4
12
7
A
4X4
3X8
C
"15
G 4X6
H
17'0"9
4X4
B
5'7
3X5
D
1.5X3
E
//-
4X4
6X8 F
A-B
B-C
C-D
D-E
12
58
213
213
- 250 E - F
- 841 F - G
- 2706 G - H
- 2706
213 - 2706
73 - 1097
30
- 29
(a)
(a)
N-M
M-L
L-K
(a)
6'10"11
9'10"13
(b)
K
6X8
12'0"1
12'9"1
(b)
(a)
6X8
L
2X4
N
5X8
M
4X6
J
2'3"4
26 - 65 K - J
383 - 109 J - I
1092 - 181
1149
152
- 119
- 31
8
12
Tens. Comp.
12
'1"
7
'5"
12
4X4
I
2"
9'3"2
9'1"2
A-N
A-M
M-B
B-L
L-C
C-K
2'3"4
10'4"
76
1084
144
1154
192
1999
- 1136
- 54
- 1199
- 86
- 1251
- 162
K-F
E-K
F-J
J-G
G-I
H-I
2068 - 227
118 - 560
249 - 1868
1645 - 133
130 - 1118
11
- 58
10'4"
22'11"4
DESC = O8 22'11"4 7/8 HHip
PLT TYP. WAVE
/W
1'
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O8 22'11"4 7/8 HHip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =218.3
DUR. FAC 1.15
SEQ - 127044
SPACING 24.0 "
TYPE HIPS
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
0.00
17.05
BC
27
0.00
2.27
BC
120
2.27
22.94
DESC = O8 22'11"4 7/8 HHip
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O8 22'11"4 7/8 HHip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =218.3
DUR. FAC 1.15
SEQ - 127044
SPACING 24.0 "
TYPE HIPS
Top chord 2x4 SPF 1650f-1.5E :T3 2x4 SPF #1/#2:
Webs 2x4 SPF #3 :W4, W5, W7, W9 2x4 SPF Stud:
:W6, W8 2x4 SPF #1/#2:
wind BC DL=6.0 psf.
due to dead load.
member design.
(b) #3 or better scab reinforcement. Same size & 80% length of web
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
15'0"9
6'10"11
M 1163 / / 442 / / 78
H 1149 / 25
1 '1
"1 4
12
7
2
7'1
1"1
F
4X6
G
4X10
C
1.5X3
D
8X8(SRS)
8'8"13
6'10"11
J
6X12
A-B
B-C
C-D
E
(b)
(b)
(a)
M-L
L-K
K-J
(a)
(a)
6X8
K
3X4
M
5X8
L
5X5
10 - 282 D - E
70 - 1027 E - F
381 - 4477 F - G
381 - 4477
49 - 1086
31
- 29
12'0"1
5X5
B
12'9"1
5X5
34 - 98 J - I
432 - 148 I - H
1328 - 236
2380
153
Tens. Comp.
12
12
'1"
7
'5"
12
4X4
H
2"
A-M
A-L
L-B
B-K
K-C
C-J
9'3"2
9'1"2
60
1085
149
1275
208
3504
- 1137
- 38
- 1224
- 100
- 1398
- 313
J-E
D-J
E-I
I-F
F-H
G-H
3055 - 312
86 - 401
348 - 2677
1505 - 109
140 - 1121
11
- 57
10'4"
10'4"
22'11"4
DESC = O9 22'11"4 7/8 HHip
PLT TYP. WAVE
- 276
- 32
I
8
2'3"4
2'3"4
//-
4X4
15'0"9
A
/W
1'
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O9 22'11"4 7/8 HHip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =209.4
DUR. FAC 1.15
SEQ - 127048
SPACING 24.0 "
TYPE HIPS
CHORD
SPACING(IN OC)
START(FT)
END(FT)
TC
24
0.00
15.05
BC
27
0.00
2.27
BC
120
2.27
22.94
DESC = O9 22'11"4 7/8 HHip
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
O9 22'11"4 7/8 HHip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =209.4
DUR. FAC 1.15
SEQ - 127048
SPACING 24.0 "
TYPE HIPS
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / P 12'8"4 7/12 MH Girder
Webs 2x4 SP 2850f-2.3E :W2, W4 2x4 SPF #1/#2:
:W6 2x4 SPF Stud:
CHORD
SPACING(IN OC)
START(FT)
TC
24
0.00
BC
120
0.00
BC
42
12.60
Special loads
PLB- 468.28 lb Conc. Load at ( 5.33, 9.13), (7.33,9.13), (9.33,9.13)
END(FT)
9.74
12.60
13.19
wind BC DL=6.0 psf.
(a) (2) #3 or better scab reinforcing members. Same size & 80%
length of web member. Attach one to each face w/10d Box or Gun
(0.128"x3",min.) nails @ 6" OC.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
9'8"15
Loc R
/U
/ Rw / Rh / RL
6"
2'11"5
K 3454 / 188 / //E 3316 / 173 / //Wind reactions based on MWFRS
Bearings K & F Fcperp = 565psi.
12
9'8"15
4.95
3'2"
3
A
5X8
3X4
B
7X8
C
/W
/ 4.0
/ 3.5
D
5X7
A-B
B-C
85 - 1761 C - D
85 - 1761
49
- 29
(a)
7'6"9
K-J
J-I
I-H
H-G
0
0
1470 - 76
1418 - 74
2003 - 659
G-F
G-F
G-E
F-G
2312
49
0
2312
- 123
- 894
0
- 123
Tens. Comp.
5X6
F
K
3X6
I H 5X5
H0312
J
8X10
9'9"
A-K
A-J
B-J
J-C
9'8"6
E
7"4
9'1"2
5X5 G 4X10
2'10"4
135 - 2641 I - C
3112 - 150 C - F
32 - 393 D - F
513 - 15
2554 - 128
178 - 3432
6
- 75
7"
13'2"4
DESC = P 12'8"4 7/12 MH Girder
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
P 12'8"4 7/12 MH Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =138.6
DUR. FAC 1.15
SEQ - 126589
SPACING 24.0 "
TYPE HIPM
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / PB1 3'7"11 7/12 Piggy
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
34
20.03
END(FT)
22.84
Loc R
/U
/ Rw / Rh / RL
2'7"11
12
7
1'
A 245 / 7
/ 66 / / 23
E 167 / 8
Bearings A & E Fcperp = 565psi.
1'1
"14
"11
3'0
A-B
B-C
1'1"4
3X4(A1) B
A
1"12
3X4
E
F
0 - 104 C - D
14 - 102
B-F
20'1"15
47
Tens. Comp.
F-E
25 - 165 F - D
3'0"8
LEFT RAKE = 3"12
DESC = PB1 3'7"11 7/12 Piggy
PLY= 1 QTY= 1
- 102
-9
3'7"11
PLT TYP. WAVE
32
Chords Tens.Comp.
1'8"4
1'6"10
D 1.5X3
7"3
/ 3.5
/ 3.5
C 3X4
1"10
/W
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
PB1 3'7"11 7/12 Piggy
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =14.0
DUR. FAC 1.15
SEQ - 126443
SPACING 24.0 "
TYPE SCIS
37
- 127
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / PB2 22'11"4 */12 Piggy
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
120
-19.89
END(FT)
3.04
Truss must be installed as shown with top chord up.
Loc R
/U
/ Rw / Rh / RL / W
P* 94
/3
P Min Brg Width Req = Bearing P is a rigid surface.
/ 275
22'9"15
1.5X3
A
1.5X3
B
1.5X3
C
1.5X3
D
A-B
B-C
C-D
D-E
1"5
3X5
E F
1.5X3
1.5X3
G
20'3"9
1.5X3
O 1.5X3
1.5X3 N M
3X5
L 1.5X3
22'11"4
K 1.5X3
J
1.5X3
1.5X3
- 10 E - F
- 10 F - G
- 10 G - H
- 10
1
1
1
P-O
O-N
N-M
M-L
10
10
10
10
-1 L - K
-1 K - J
-1 J - I
-1
10
10
10
Tens. Comp.
31
93
90
90
- 112 F - K
- 320 G - J
- 311 H - I
- 312
90
93
28
DESC = PB2 22'11"4 */12 Piggy
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
-1
-1
-1
I
A-P
B-O
C-N
D-L
PLT TYP. WAVE
- 10
- 10
- 10
1.5X3
H
1'0"6
P
1
1
1
1
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
PB2 22'11"4 */12 Piggy
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =74.2
DUR. FAC 1.15
SEQ - 126446
SPACING 24.0 "
TYPE SCIS
- 310
- 320
- 101
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
TC
24
0.00
BC
120
0.00
wind BC DL=6.0 psf.
member design.
END(FT)
21.22
22.94
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL / W
Q* 96
/4
/ 35 / /1
Q Min Brg Width Req = Bearing Q is a rigid surface.
/ 275
21'2"10
1'8"10
21'2"10
1'1
A-B
B-C
C-D
D-E
1"1
4
12
1.5X3
C
1.5X3
D
3X5
E
1.5X3
F
1.5X3
G
H
DT 1"12
3X4(**)
1'9"14
I 1.5X3
11"10
Q-P
P-O
O-N
N-M
1'11"10
1.5X3
B
20'3"9
Q
1.5X3
P 1.5X3
1.5X3O N 3X5
1.5X3M
22'11"4
L
1.5X3
K 1.5X3
1.5X3
- 11
- 11
- 11
- 11
E-F
F-G
G-H
H-I
7
7
8
14
J
11
11
11
20
-7 M - L
-7 L - K
-7 K - J
-4
20
20
20
PLY= 1 QTY= 1
A-Q
B-P
C-O
D-M
32
91
90
91
- 105 F - L
- 312 G - K
- 304 I - J
- 306
88
98
18
REV. 15.02.00C.1217.15
-4
-4
-4
Tens. Comp.
DESC = PB3 22'11"4 7/12 Piggy
PLT TYP. WAVE
- 11
- 11
- 16
- 70
7
1.5X3
A
7
7
7
7
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
PB3 22'11"4 7/12 Piggy
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =85.4
DUR. FAC 1.15
SEQ - 126449
SPACING 24.0 "
TYPE SCIS
- 302
- 314
- 129
Bot chord
WARNING: WIND DL GREATER THAN NON-WIND DESIGN DL.
wind BC DL=6.0 psf.
member design.
In lieu of rigid ceiling use purlins to brace BC @ 1199998" OC.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
2'1"
2'1"
A 145 / 24
/ 39 / / 26
C 145 / 24
Bearings A & C are a rigid surface.
/W
/ 5.5
/ 5.5
2'8
"9
2'8
B
A-B
40
- 93 B - C
"9
3X4
1'8"14
12
10
A
C
20'1"15
4'2"1
DESC = PB4 4'2"1 10/12 Piggy
PLT TYP. WAVE
PLY= 1 QTY= 9
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
0.00 PSF
PB4 4'2"1 10/12 Piggy
BC LL
0.00 PSF
TOT. LD
37.00 PSF
WEIGHT =8.4
DUR. FAC 1.15
SEQ - 126451
SPACING 24.0 "
TYPE SCIS
40
- 93
Bot chord
WARNING: WIND DL GREATER THAN NON-WIND DESIGN DL.
wind BC DL=6.0 psf.
member design.
In lieu of rigid ceiling use purlins to brace BC @ 1199998" OC.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
1'7"9
1'7"9
2'1
7
"
2'1
12
B
A 110 / 18
/ 29 / / 20
C 110 / 18
Bearings A & C are a rigid surface.
A-B
"7
30
- 70 B - C
3X4
1'4"5
C
20'1"15
3'3"2
DESC = PB5 3'3"2 10/12 Piggy
PLT TYP. WAVE
/ 5.5
/ 5.5
10
A
/W
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
0.00 PSF
PB5 3'3"2 10/12 Piggy
BC LL
0.00 PSF
TOT. LD
37.00 PSF
WEIGHT =8.4
DUR. FAC 1.15
SEQ - 126454
SPACING 24.0 "
TYPE SCIS
30
- 70
All plates are 3X4(B1) except as noted.
CHORD
SPACING(IN OC)
START(FT)
BC
33
0.50
wind BC DL=6.0 psf.
member design.
END(FT)
3.43
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL / W
12
7
2'5"
2'5"
"10
2'9
2'9
"10
A 46
/8
/ 13 / / 21 / 6.9
B* 123 / 5
/ 45 / // 37.7
E 46
/6
/7
/// 6.9
B Min Brg Width Req = E Min Brg Width Req = 1.5
Bearings A, B, & E are a rigid surface.
B
1'6"11
1'5"1
C 3X4
D
A
1"10
E
1"12
A-B
B-C
20'10"9
20'8"15
10"3
3'1"12
81
0
10"3
3'1"12
4'10"1
LEFT RAKE = 7"3 RIGHT RAKE = 7"3
DESC = PB6 4'10"1 7/12 Piggy
PLT TYP. WAVE
PLY= 1 QTY= 1
33
31
- 136
- 23
Chords Tens.Comp.
B-D
10"3
31 - 24 C - D
33 - 136 D - E
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
PB6 4'10"1 7/12 Piggy
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =14.0
DUR. FAC 1.15
SEQ - 126467
SPACING 24.0 "
TYPE COMN
CHORD
SPACING(IN OC)
START(FT)
TC
24
0.90
BC
33
0.11
wind BC DL=6.0 psf.
member design.
END(FT)
2.24
3.04
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL / W
1'9"
1'4"1
1'9"
A 47
/7
/ 11 / / 15 / 6.9
B* 123 / 5
/ 42 / // 37.7
F 47
/7
/9
/// 6.9
B Min Brg Width Req = F Min Brg Width Req = 1.5
Bearings A, B, & F are a rigid surface.
1'4"1
12
2'0
"
"5
2'0
1'0"6
C 3X4
B
5
3X4
D
E
A
1"10
A-B
B-C
C-D
1'2"
7
F
1"12
20'10"9
20'8"15
26 - 24 D - E
78 - 140 E - F
65 - 101
78
26
- 140
- 24
Chords Tens.Comp.
10"3
10"3
3'1"12
10"3
B-E
101
- 32
3'1"12
4'10"1
LEFT RAKE = 7"3 RIGHT RAKE = 7"3
DESC = PB7 4'10"1 7/12 Piggy
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
PB7 4'10"1 7/12 Piggy
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =16.8
DUR. FAC 1.15
SEQ - 126464
SPACING 24.0 "
TYPE COMN
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / Q 10'7"15 */12 Girder
Webs 2x4 SPF Stud
Special loads
TC- From 75 plf at -2.07 to 75 plf at 2.12
BC- From 4 plf at -2.07 to 4 plf at 0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
-0.85
END(FT)
9.81
Loc R
/U
/ Rw / Rh / RL
2'1"7
8'6"8
I 1830 / / 116 / /F 911 / / 70 / /Wind reactions based on MWFRS
I
F Min Brg Width Req = Bearing I Fcperp = 565psi.
1.5X3
12
A-B
B-C
I-H
H-G
7'6"4
1
4'4"1
12
4X6(SRS) C
B-I
B-H
H-C
C-G
2'3"3
A
1
815
-4 G - F
0
0 - 1343 G - D
1114
0 D-F
7 - 222 E - F
56 - 66
9'1"2
I
2X8
H
3X5
2'0"14
3X4 F
G
3X4
10'7"15
LEFT RAKE = 2'2"1
DESC = Q 10'7"15 */12 Girder
PLT TYP. WAVE
0
72
- 906
- 106
729
0
Tens. Comp.
3X5 B
2'11"
48
-6 C - D
0 - 870 D - E
3X4 D
3.7
/ 3.5
/-
E
"7
9'8
6.47
/W
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
Q 10'7"15 */12 Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =95.0
DUR. FAC 1.15
SEQ - 126591
SPACING 24.0 "
TYPE COMN
648
0
21
0
- 975
- 152
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / R 12'8"13 */12 Mono Girder
Webs 2x4 SPF Stud
Special loads
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
12.73
Loc R
/U
/ Rw / Rh / RL
1.5X3
G 996 / 35
///E 942 / 47
E Min Brg Width Req = Bearing G Fcperp = 565psi.
D
/ 4.3
/-
9
"
4'5
12
/W
1
A-B
B-C
6.47
149 - 35 C - D
59 - 920
94
7'6"4
3X4 C
A-G
G-F
26
69
- 98 F - E
- 78
751
- 47
Tens. Comp.
3X5 B
G-B
B-F
F-C
4X4(A1) A
7"14
61 - 898 C - E
796 - 39 D - E
419 - 63
55
27
9'1"2
G
2X8
3X5 E
F
3X4
2'0"1
10'8"12
12'8"13
DESC = R 12'8"13 */12 Mono Girder
PLT TYP. WAVE
- 136
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/24/16
BC DL
10.00 PSF
R 12'8"13 */12 Mono Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =91.6
DUR. FAC 1.15
SEQ - 126593
SPACING 24.0 "
TYPE MONO
- 863
- 198
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / S 10'6"15 7/12 Mono
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
10.58
Loc R
/U
/ Rw / Rh / RL
1.5X3
C
'3"
12
12
/W
E 631 / / 286 / / 115 / 4.0
D 402 / 36
A-B
7
220 - 153 B - C
82
- 125
6'9"15
3X4 B
A-E
135
- 98 E - D
270
- 142
Tens. Comp.
E-B
B-D
120 - 502 C - D
168 - 320
2X6(G1)
A
7"14
9'1"2
3X5
E
3X4
1'10"8
D
8'8"7
10'6"15
DESC = S 10'6"15 7/12 Mono
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
S 10'6"15 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =61.7
DUR. FAC 1.15
SEQ - 126595
SPACING 24.0 "
TYPE MONO
65
- 164
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / S1 9'5"15 7/12 Mono
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
9.49
Loc R
/U
/ Rw / Rh / RL
1.5X3
12
7
/W
E 582 / / 266 / / 103 / 4.0
D 348 / 34
C
"15
'11
10
A-B
221 - 105 B - C
77
- 115
6'2"5
3X4 B
A-E
114 - 107 E - D
225
- 133
Tens. Comp.
E-B
B-D
104 - 477 C - D
155 - 263
2X6(G1)
A
7"14
9'1"2
3X5
E
3X4
1'10"8
D
7'7"7
9'5"15
DESC = S1 9'5"15 7/12 Mono
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/24/16
BC DL
10.00 PSF
S1 9'5"15 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =53.6
DUR. FAC 1.15
SEQ - 126597
SPACING 24.0 "
TYPE MONO
62
- 153
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / S2 4'8" 7/12 Mono
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
56
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
4.67
Loc R
/U
/ Rw / Rh / RL
12
7
5'4
"13
3X4
D 399 / / 196 / / 50
C 98
/ 35
D Min Brg Width Req = 1.5
C Min Brg Width Req = Bearing D Fcperp = 565psi.
B
/W
/ 4.0
/-
Chords Tens.Comp.
A-B
298
- 58
3'4"9
A-D
91 - 192 D - C
7
-3
Tens. Comp.
3X5(G1)
A
D-B
6 - 296 B - C
7"14
9'1"2
1.5X4
D
1'10"8
1.5X3
C
2'9"8
4'8"
DESC = S2 4'8" 7/12 Mono
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
S2 4'8" 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =26.2
DUR. FAC 1.15
SEQ - 126599
SPACING 24.0 "
TYPE MONO
87
- 84
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / T1 11'9"12 7/12 Mono
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
11.81
Loc R
/U
/ Rw / Rh / RL
3X4
12
/W
H 681 / / 307 / / 128 / 4.0
E 468 / 38
F Min Brg Width Req = Bearing H Fcperp = 565psi.
CD
2
'8"
13
A-B
B-C
7
312 - 72 C - D
18 - 347
0
-5
7'6"9
3X4 B
A-H
H-G
98 - 164 G - F
331 - 135 F - E
0
0
0
0
Tens. Comp.
H-B
B-G
24 - 658 G - C
185 - 306 C - F
413
136
3X6(G1)
A
7"14
9'1"2
3X4
G
H
3X4
1'10"8
3X4
FE
9'11"4
11'9"12
DESC = T1 11'9"12 7/12 Mono
PLT TYP. WAVE
PLY= 1 QTY= 5
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
T1 11'9"12 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =72.9
DUR. FAC 1.15
SEQ - 126601
SPACING 24.0 "
TYPE MONO
- 103
- 440
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / T2 21'10" 7/4 Common
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
member design.
END(FT)
21.83
Right end vertical exposed to wind pressure. Deflection meets L/180.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
11'10"8
8'
C 5X5
12
7
1'11"8
9'3
"2
'9"
13
12
D
A-B
B-C
C-D
4
4'1"
3X4
A-M
M-L
L-K
4X6(SRS)
F 3X4
G
2'3"3
(a)
3X5(G1)
A
2'11"
E
9'1"2
3X4
1'10"8
3X4
L
3X5
K
3X4
J
3X8
I
2X6
M-B
B-L
L-C
C-J
J-D
H
19'11"8
21'10"
128
103
56
87 - 184 K - J
908 - 64 J - I
713
0 I-H
713
929
33
162 - 1485
135 - 140
384 - 23
415 - 34
123 - 147
D-I
E-I
I-F
F-H
1'11"
RIGHT RAKE = 2'0"4
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
0
- 46
- 21
59 - 671
37 - 136
862
- 15
205 - 1192
DESC = T2 21'10" 7/4 Common
PLT TYP. WAVE
- 679
- 673
0
Tens. Comp.
7"14
M
330 - 60 D - E
159 - 1140 E - F
167 - 1157 F - G
7'7"
4X4 B
/W
M 1221 / / 487 / / 120 / 4.0
H 1230 / / 428 / // 3.5
Bearings M & H Fcperp = 565psi.
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
T2 21'10" 7/4 Common
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =132.4
DUR. FAC 1.15
SEQ - 126604
SPACING 24.0 "
TYPE COMN
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / T3 19'11"8 7/4 DP Girder
Webs 2x4 SPF Stud :W2, W5, W10 2x4 SPF #1/#2:
wind BC DL=6.0 psf.
Bot Chord: 2 Rows @ 4.50" o.c. (Each Row)
Special loads
BC- 1276.58 lb Conc. Load at 0.06,15.94
BC- 1214.27 lb Conc. Load at 2.06, 4.06, 6.06, 7.94
9.94,11.94,13.94
CHORD
SPACING(IN OC)
START(FT)
BC
120
0.00
END(FT)
19.96
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
10'
8'
C 5X6
5
1'11"8
"2
A-B
B-C
C-D
1
12
D
3X4
7'7"
3X5 B
4'1"
M-L
L-K
K-J
F 5X8
1'9"
2'3"3
G
A-M
A-L
L-B
B-K
C-K
K-D
9'1"2
K
7X8
19'11"8
J
5X6
I
6X8
0 - 3741 D - E
0 - 2966 E - F
0 - 2963 F - G
0 - 3618
0 - 2246
24
-3
33
3155
3078
-0 J - I
0 I-H
0
2321
5
H
4X6
1'11"
0 - 2831
3280
0
751 - 64
0 - 840
2742
0
0 - 738
D-J
J-E
E-I
I-F
F-H
660
- 52
1056
0
0 - 1854
3172
0
0 - 3228
RIGHT RAKE = 2'0"4
DESC = T3 19'11"8 7/4 DP Girder
PLT TYP. WAVE
PLY= 2 QTY= 1
REV. 15.02.00C.1217.15
0
-1
Tens. Comp.
2'11"
6X8 A
L
6X8
/ 4.0
/ 3.5
4
6X8(SRS)
E
M
4X6
/W
"1
1'6
12
7
9'3
M 7598 / / 153 / /H 6500 / / 92 / /Wind reactions based on MWFRS
Bearings M & H Fcperp = 565psi.
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
T3 19'11"8 7/4 DP Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =288.5
DUR. FAC 1.15
SEQ - 126251
SPACING 24.0 "
TYPE COMN
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
BC
58
0.00
wind BC DL=6.0 psf.
member design.
END(FT)
4.80
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
12
5'6
"11
A
D 231 / 57
/ 128 / / 52
C 231 / / 87 / /Wind reactions based on MWFRS
D Min Brg Width Req = C Min Brg Width Req = -
7
1.5X3
//-
Chords Tens.Comp.
B 3X4
7'6"9
A-B
92
- 92
4'8"15
Chords Tens.Comp.
D-C
3X4
C
A-D
D-B
4'9"10
DESC = T4 4'9"10 7/12 Mono
PLY= 1 QTY= 1
0
0
Tens. Comp.
9'1"2
3X5
D
/W
84 - 183 B - C
125 - 27
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
T4 4'9"10 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =40.0
DUR. FAC 1.15
SEQ - 126606
SPACING 24.0 "
TYPE SPEC
0
- 183
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
7.66
Loc R
/U
/ Rw / Rh / RL
1.5X3
12
7
8'1
E 502 / / 233 / / 83
D 257 / 33
C
0"6
/W
/ 4.0
/-
A-B
122
- 85 B - C
88
- 126
5'1"8
A-E
114
- 62 E - D
E-B
B-D
89 - 400 C - D
162 - 131
2X6(G1)
A
7"14
9'1"2
3X4
E
3X4
D
5'9"7
7'7"15
DESC = T5 7'7"15 7/12 Mono
PLT TYP. WAVE
- 156
Tens. Comp.
3X4 B
1'10"8
126
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/24/16
BC DL
10.00 PSF
T5 7'7"15 7/12 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =43.8
DUR. FAC 1.15
SEQ - 126608
SPACING 24.0 "
TYPE MONO
75
- 174
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
member design.
END(FT)
9.63
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
7'11"4
A
1'8"5
G 576 / 32
/ 225 / / 96
G Min Brg Width Req = E Min Brg Width Req = -
12
1.5X3
9'2
A-B
B-C
"4
82 - 127 C - D
37 - 491
G-F
4
1'9"
6
A-G
G-B
B-F
4X6(SRS)
297
0 F-E
52 - 163 C - F
153 - 458 F - D
228 - 59 D - E
2'4"4
2'11"
D 3X4
9'1"2
F
3X8
3X4
E
9'7"9
DESC = T6 9'7"9 7/4 Mono
PLT TYP. WAVE
- 377
PLY= 1 QTY= 1
1
-1
Tens. Comp.
7'6"9
C
3X5
0
3X4
12
G
//-
7
B
/W
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
T6 9'7"9 7/4 Mono
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =68.2
DUR. FAC 1.15
SEQ - 126610
SPACING 24.0 "
TYPE SPEC
107
569
0
- 342
0
- 617
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / U 1'10"15 4/12 Jack
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
21
0.14
member design.
END(FT)
1.91
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Top chord overhangs have been checked only for loads as
indicated. Overhangs not checked for man load.
Loc R
/U
/ Rw / Rh / RL
4
B 528 / 73
/ 190 / / 31
C -89
/ 89
/ 33 / /D 22
/ 30
B Min Brg Width Req = 1.5
C Min Brg Width Req = D Min Brg Width Req = Bearing B Fcperp = 565psi.
12
9
5'0"
C
6"1
D
A
2'10"8
DESC = U 1'10"15 4/12 Jack
PLT TYP. WAVE
1'10"13
1'1"11
17'9"2
3X4(B1)
B
A-B
16'11"2
72
0 B-C
B-D
0
0
REV. 15.02.00C.1217.15
44
- 68
Chords Tens.Comp.
1'10"15
PLY= 1 QTY= 4
/ 6.0
/ 1.5
/ 1.5
LEFT RAKE = 3'0"6
/W
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
U 1'10"15 4/12 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =11.2
DUR. FAC 1.15
SEQ - 126612
SPACING 24.0 "
TYPE JACK
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / U1 3'10"15 7/4 Jack
Top chord 2x4 SPF 2100f-1.8E :T2 2x4 SPF #1/#2:
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
BC
45
0.14
wind BC DL=6.0 psf.
member design.
END(FT)
3.91
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
1'
2'10"15
5"
3'5"15
12
7
"7
3'4
12
9
6'8"
2X4 C
HB 1"8
B-H
10"1
3X4(B1) B
6"1
A
94
0 C-E
9 - 84 E - F
96 - 169
69
- 34 H - G
16'11"2
D-E
16
- 74 D - H
HG
3'10"15
LEFT RAKE = 3'0"6
PLY= 1 QTY= 4
113
0
- 130
-6
0
0
Tens. Comp.
DESC = U1 3'10"15 7/4 Jack
PLT TYP. WAVE
/ 6.0
/ 1.5
3X4
3'3"9
D
1'8"
A-B
B-C
C-D
EF
2'10"8
/W
2'6"7
4
B 664 / 34
/ 189 / / 52
G 100 / / 60 / /Wind reactions based on MWFRS
G Min Brg Width Req = Bearing B Fcperp = 565psi.
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
U1 3'10"15 7/4 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =23.6
DUR. FAC 1.15
SEQ - 126614
SPACING 24.0 "
TYPE JACK
18
- 91
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / U2 16' 7/4 Hip Girder
Top chord 2x4 SPF #1/#2 :T1, T4 2x6 SP 2700f-2.0E:
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
TC
0
6.00
TC
24
8.00
BC
120
0.15
wind BC DL=6.0 psf.
#1 hip supports 6-0-0 jacks to BC.
END(FT)
8.00
10.00
15.85
Loc R
/U
/ Rw / Rh / RL
1'
5'
4'
5'
3"8
7'10"4
B 1421 / 23
///K 1434 / 25
Bearings B & K Fcperp = 565psi.
1'
7'10"4
4'
12
"7
5'9
7
4
12
"1
11'3
1
F
I 4X6
1.5X3
G
4X10
11'3
"11
J
C
4X4(A1) B
K 4X4(A1)
B-M
16'11"2
6"1
L
M
3X8
2'10"8
72
0
55
0
32
0
- 12
- 2198
- 787
- 1453
- 613
- 1465
F-I
G-H
H-J
I-J
J-K
K-L
32 - 614
0 - 1463
0 - 1450
55 - 788
0 - 2196
72
- 12
4'8"5
1.5X3
3'1"7
3'9"1
A-B
B-C
C-D
C-E
D-F
E-G
H
E
A
/ 6.0
/ 6.0
5'9
"7
4X6
D
1997
0 M-K
1997
D-E
F-G
86
96
0 G-M
0 H-I
1053
87
16'
LEFT RAKE = 3'0"6
RIGHT RAKE = 3'0"6
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
0
Tens. Comp.
DESC = U2 16' 7/4 Hip Girder
PLT TYP. WAVE
/W
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
U2 16' 7/4 Hip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =114.0
DUR. FAC 1.15
SEQ - 126616
SPACING 24.0 "
TYPE SPEC
0
0
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / U3 16' 7/4 DP
Top chord 2x4 SPF 2100f-1.8E :T2, T3 2x4 SPF #1/#2:
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
BC
120
0.14
wind BC DL=6.0 psf.
member design.
1'
END(FT)
15.86
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
1"12
7'
1"12
7'10"4
Loc R
/U
/ Rw / Rh / RL
7'10"4
7'
B 1012 / 17
/ 388 / / 80
G 1049 / 17
Bearings B & G Fcperp = 565psi.
1'
/W
/ 6.0
/ 6.0
12
7
12
4
1 1'3
"
8'1
5X5(R1)
D
4
"11
8'1
"
A-B
B-C
C-D
C-E
4
1 1'3
E
"11
3'1"7
5'8"3
4'11"1
B-I
G
6"1
16'11"2
A
846
0 I-G
D-E
94 - 172 E - I
H
2X4
I
2'10"8
16'
2'10"8
LEFT RAKE = 3'0"6
RIGHT RAKE = 3'0"6
DESC = U3 16' 7/4 DP
PLT TYP. WAVE
PLY= 1 QTY= 2
165 - 509
0 - 563
0 - 1001
84
0
839
0
Tens. Comp.
F 3X4
B
D-F
E-F
F-G
G-H
4X10
3X4 C
72
0
0 - 1026
166 - 507
0 - 574
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
U3 16' 7/4 DP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =90.2
DUR. FAC 1.15
SEQ - 126261
SPACING 24.0 "
TYPE SPEC
336
0
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
BC
120
0.14
wind BC DL=6.0 psf.
member design.
END(FT)
15.86
1'
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
1"12
7'
7'10"4
1"12
7'10"4
7'
A 782 / / 300 / / 70
F 1059 / 20
1'
/W
/ 6.0
/ 6.0
12
"4
8'1
7
8'3"
A-B
B-C
B-D
C-E
8'1
"
4
6
D
11'3
"11
3'1"7
3X4 B
E
A
35
76
54
93
- 1173 D - E
- 318 E - F
- 891 F - G
- 395
A-H
1006
0 H-F
F
C-D
16'11"2
131 - 345 D - H
G
2X4
H
2'10"8
RIGHT RAKE = 3'0"6
DESC = U4 16' 7/4 DP
PLT TYP. WAVE
PLY= 1 QTY= 1
995
0
Tens. Comp.
3X4
6"1
16'
44 - 860
35 - 1160
84
0
4X10
5'8"3
4'11"1
4
12
5X5(R1)
C
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
U4 16' 7/4 DP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =87.4
DUR. FAC 1.15
SEQ - 126264
SPACING 24.0 "
TYPE SPEC
339
0
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
120
0.00
END(FT)
15.86
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
8'1"12
7'10"4
8'
7'
A 796 / 0
/ 309 / / 65
1'
/W
/ 6.0
/ 6.0
A-B
B-C
C-E
12
7
"4
9'2
5X5(R1) C
8'1
"4
D
A-G
4
F
A
B-G
G-D
3'1"7
E
988
- 53 G - F
77 - 408 C - D
456
0
3X4(B1)
6"1
3"1
2X6(D8R)
16'11"2
G
16'
DESC = U5 16' 7/4 DP
PLT TYP. WAVE
- 92
- 946
PLY= 1 QTY= 2
766
-2
Tens. Comp.
4'11"1
1.5X3 B
14
43
8'3"
6
12
113 - 1206 D - E
103 - 895 E - F
74 - 887
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
U5 16' 7/4 DP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =76.2
DUR. FAC 1.15
SEQ - 126266
SPACING 24.0 "
TYPE SPEC
472
0
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / U6 8'4"5 */12 HJ Girder
Top chord 2x6 SP 2700f-2.0E :T2 2x4 SPF #1/#2:
Webs 2x4 SPF Stud
Hipjack supports 5-10-15 setback jacks with no webs.
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.08
psf.
END(FT)
8.30
Loc R
/U
/ Rw / Rh / RL
1'5"
6'11"6
5"
7'11"5
/W
I 937 / 65
///G 383 / / 11 / /Wind reactions based on MWFRS
I
H Min Brg Width Req = Bearing I Fcperp = 565psi.
/ 7.7
/-
12
3
7'6"
4.95
1.5X4
13
12'4"
I
3X4(A1)
B
HB 1"8
3'8"7
12
B-H
C
D-E
16'11"2
2X4
A
4'1"9
- 11 C - E
- 80 E - F
- 21
70
1
8
- 14 H - G
0
52 - 314 D - H
49
HG
8'4"5
LEFT RAKE = 4'2"14
DESC = U6 8'4"5 */12 HJ Girder
PLT TYP. WAVE
PLY= 1 QTY= 2
- 167
-7
REV. 15.02.00C.1217.15
0
Tens. Comp.
10"1
6"1
100
5
79
D
4'7"11
2'4"8
2.83
A-B
B-C
C-D
EF
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
U6 8'4"5 */12 HJ Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =65.8
DUR. FAC 1.15
SEQ - 126618
SPACING 24.0 "
TYPE HIP_
- 320
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / U7 6' 7/4 End Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
70
0.14
END(FT)
6.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
1'
5'
B 680 / 12
/ 216 / / 79
G 292 / 9
H Min Brg Width Req = Bearing B Fcperp = 565psi.
5"
5'7"
/W
/ 6.0
/-
12
"7
5'9
7
EF
A-B
B-C
C-D
1.5X3
12
3X4
2'4"6
HB 1"8
B-H
C
B
2X4
48
-1 H - G
D-E
57 - 222 D - H
16'11"2
HG
1.5X4
2'10"8
6'
LEFT RAKE = 3'0"6
DESC = U7 6' 7/4 End Jack
PLT TYP. WAVE
- 107
-6
PLY= 1 QTY= 3
0
0
Tens. Comp.
10"1
6"1
A
111
0
D
4'6"3
"
8'11
3'9"1
4
81
0 C-E
6 - 122 E - F
8 - 112
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
U7 6' 7/4 End Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =35.6
DUR. FAC 1.15
SEQ - 126620
SPACING 24.0 "
TYPE EJAC
67
- 241
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / V 3'9"7 4/12 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
45
0.00
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
3.79
Loc R
/U
/ Rw / Rh / RL
4
12
3'11
"1 4
C
11'8"4
1.5X3B
1'10"10
1'7"2
A-E
B-E
E
- 71 B - C
87
- 22 E - D
239 - 367
D
2'4"8
3'9"7
DESC = V 3'9"7 4/12 Jack
PLT TYP. WAVE
PLY= 1 QTY= 4
22
Webs Tens.Comp.
10'1"2
2X6
75
- 64
7"8
HB 1'1"3
/ 4.0
/ 1.5
/ 1.5
A-B
2X6(G1)
A
/W
E 618 / / 315 / / 23
D -139 / 139 / 6
//C -152 / 152 / //Wind reactions based on MWFRS
D Min Brg Width Req = C Min Brg Width Req = Bearing E Fcperp = 565psi.
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
V 3'9"7 4/12 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =15.4
DUR. FAC 1.15
SEQ - 126622
SPACING 24.0 "
TYPE JACK
0
0
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / V1 15'9" 7/4 Hip Girder
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
TC
24
5.88
BC
75
0.00
END(FT)
9.88
15.75
wind BC DL=6.0 psf.
#1 hip supports 5-10-8 jacks to BC.
Left side jacks have 5-10-8 setback with 2-4-8 cant and 0-0-0
overhang. End jacks have 5-10-8 setback with 2-4-8 cant and 0-0-0
overhang. Right side jacks have 5-10-8 setback with 2-4-8 cant and
0-0-0 overhang.
Loc R
/U
/ Rw / Rh / RL
3'10"8
2'
4'
4
2'3
" 13
"13
2 '3
12
4'1"
C
1'11"
/ 4.0
/ 4.0
5X5
D
5X6
4X6(SRS) B
3'1"
3'10"8
4'
12
7
2'
/W
J 637 / / 14 / /G 637 / / 14 / /Wind reactions based on MWFRS
Bearings J & G Fcperp = 565psi.
A-B
B-C
C-D
4'1"
E
361 - 17 D - E
0 - 284 E - F
0 - 207
0
363
4X6(SRS)
A-J
J-I
I-H
3X4(A1)
A
11 - 298 H - G
151
-8 G - F
204
0
151
11
-9
- 300
F 3X4(A1)
7"8
10'1"2
J
2X8
I
3X4
2'4"8
H
3X8
J-B
B-I
C-I
C-H
G
2X8
11'
Tens. Comp.
2'4"8
28 - 676 H - D
67
0 H-E
20 - 13 E - G
3
0
21
69
29
15'9"
DESC = V1 15'9" 7/4 Hip Girder
PLT TYP. WAVE
- 287
- 18
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
V1 15'9" 7/4 Hip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =89.3
DUR. FAC 1.15
SEQ - 126624
SPACING 24.0 "
TYPE SPEC
-9
0
- 678
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / V2 15'9" 7/4 DP
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
15.75
Loc R
/U
/ Rw / Rh / RL
3'10"8
12
7
4'
4'
"9
4'7
4'7
"9
3'10"8
H 866 / / 332 / / 46
Bearings H & F Fcperp = 565psi.
A-B
B-C
12
4'1"
4'3"
4'1"
4X6(SRS) B
D
381 - 179 C - D
45 - 465 D - E
45
381
- 465
- 179
A-H
H-G
4X6(SRS)
198 - 301 G - F
294 - 26 F - E
294
198
- 14
- 301
1'11"
Tens. Comp.
2X6(G1)
A
2X6(G1)
E
7"8
10'1"2
3X8
G
H
3X4
2'4"8
H-B
B-G
C-G
241 - 927 G - D
121
0 D-F
154
0
F
3X4
11'
2'4"8
15'9"
DESC = V2 15'9" 7/4 DP
PLT TYP. WAVE
/ 4.0
/ 4.0
C 4X4
4
/W
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
V2 15'9" 7/4 DP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =78.9
DUR. FAC 1.15
SEQ - 126626
SPACING 24.0 "
TYPE SPEC
121
241
0
- 927
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / V3 12'8"8 7/4 Stub DP
Webs 2x4 SPF Stud
:Lt Bearing Leg 2x4 SPF Stud::Rt Stub Wedge 2x4 SPF Stud:
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.29
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
12.71
++ Anchorage req'd to prevent truss from slipping off
bearing.
Loc R
/U
/ Rw / Rh / RL
4'10"
12
7
5'7
4'
4'7
"2
B
3'10"8
"9
4
C
4X8 A
A-B
B-C
4X6(SRS)
2X6(G1)
D
11"11
2X6
7"8
5"8
3X8
F
G-F
F-E
10'6"10
10'1"2
A-F
H-A
H-A
G-H
2'4"8
3"8
382
213
290
- 23 E - D
- 23
210
12'5"
225
0 B-F
71
0 F-C
178 - 1044 C - E
71
0
150
136
257
12'8"8
LEFT RAKE = 4"1
DESC = V3 12'8"8 7/4 Stub DP
PLT TYP. WAVE
PLY= 1 QTY= 1
- 190
REV. 15.02.00C.1217.15
- 302
Tens. Comp.
E
3X4
10'4"
65 - 495 C - D
70 - 461
1'11"
4'3"
4 '1"
1.5X4
G
/ 1.5
/ 4.0
4X4
12
H
/W
H 546 / / 180 / / 48
Bearing H is a rigid surface.
Bearing E Fcperp = 565psi.
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
V3 12'8"8 7/4 Stub DP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =69.3
DUR. FAC 1.15
SEQ - 126628
SPACING 24.0 "
TYPE SPEC
0
0
- 923
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / V4 10'4" 7/4 Stub DP
Webs 2x4 SPF Stud
:Lt Bearing Leg 2x4 SPF Stud:
wind BC DL=6.0 psf.
++ Anchorage req'd to prevent truss from slipping off
bearing.
member design.
CHORD
SPACING(IN OC)
START(FT)
BC
120
-0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
10.04
Loc R
/U
/ Rw / Rh / RL
4'10"
7
"2
5'7
1'6"
4'7
"9
B
4X4
C
4X8 A
A-B
B-C
5"8
G-F
1.5X3
1'5"
2X6
215
- 28 F - E
A-F
H-A
H-A
G-H
E
3X4
282
0
66
0
181 - 1061
66
0
B-F
F-C
C-E
D-E
10'4"
LEFT RAKE = 4"1
DESC = V4 10'4" 7/4 Stub DP
PLT TYP. WAVE
PLY= 1 QTY= 3
31
- 16
REV. 15.02.00C.1217.15
478
- 75
Tens. Comp.
10'6"10
10'1"2
F
3X8
10'0"8
72 - 531 C - D
74 - 524
4X6(SRS)
D
G
1.5X4
3"8
/ 1.5
/ 4.0
4
11"11
H
/W
1'7"
12
4'3"
H 568 / / 191 / / 38
Bearing H is a rigid surface.
Bearing E Fcperp = 565psi.
1'11"
12
4'
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
V4 10'4" 7/4 Stub DP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =61.2
DUR. FAC 1.15
SEQ - 126630
SPACING 24.0 "
TYPE SPEC
185
86
115
24
0
- 132
- 689
- 28
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / V5 8'2"3 */12 HJ Girder
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
span/setback member on the 2-4-0 cant side requires 77 lbs and the
0-0-0 span/setback member on the 2-4-0 cant side requires 77 lbs.
CHORD
SPACING(IN OC)
START(FT)
BC
75
-0.29
Hipjack supports 5-9-7 setback jacks with 2-4-0 cantilever one face;
2-4-0 cantilever opposite face.
END(FT)
7.89
psf.
Loc R
/U
/ Rw / Rh / RL
5'5"12
2'8"7
G 761 / 29
///E 125 / / 14 / /Wind reactions based on MWFRS
12
4.95
2 '1 1
"1
/W
/ 5.7
/-
1.5X3 C
5'7"9
D
A-B
B-C
12
2.83
- 61 C - D
- 71
A-G
G-F
3'0"6
HB 1"8
-5
56 - 638 F - E
67 - 85
0
0
Tens. Comp.
3X4(A1)
A
7"8
G-B
B-F
10'1"2
3'3"9
2X8
68 - 891 C - F
99 - 79
3X4 F E
G
4'10"10
8'2"3
DESC = V5 8'2"3 */12 HJ Girder
PLT TYP. WAVE
1
4X6(SRS) B
1'11"
711
22
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
V5 8'2"3 */12 HJ Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =46.9
DUR. FAC 1.15
SEQ - 126632
SPACING 24.0 "
TYPE HIP_
8
- 68
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / V6 5'10"8 7/4 EJack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
71
0.00
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
5.87
Loc R
/U
/ Rw / Rh / RL
3'10"8
2'
12
7
4
G 570 / / 236 / / 45
E 93
/ 22
E Min Brg Width Req = Bearing G Fcperp = 565psi.
"13
2'3
A-B
B-C
4'1"
A-G
G-F
3'1"
HB 1"8
1'11"
408 - 211 C - D
25 - 69
0
-6
4X6(SRS) B
238 - 331 F - E
18 - 78
0
0
Tens. Comp.
2X6(G1)
A
G-B
B-F
7"8
233 - 543 C - F
104 - 24
10'1"2
G
2'4"8
3X4
FE
3X4
5'10"8
DESC = V6 5'10"8 7/4 EJack
PLT TYP. WAVE
/ 4.0
/ 1.5
D
1.5X3 C
12
/W
PLY= 1 QTY= 3
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
V6 5'10"8 7/4 EJack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =32.9
DUR. FAC 1.15
SEQ - 126634
SPACING 24.0 "
TYPE EJAC
11
- 64
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W 3'9"7 7/4 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
45
0.00
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
10"15
2'10"8
F 455 / / 193 / / 27
D -40
/ 40
/ 12 / /C 7
/5
/4
D Min Brg Width Req = C Min Brg Width Req = Bearing F Fcperp = 565psi.
12
7
4
"11
1'0
12
6
3'0"
A-B
10'11"
4X6(SRS) B
/ 4.0
/ 1.5
/ 1.5
295 - 143 B - C
6
- 42
2'1"6
2X6(G1)
A
A-F
F-E
164 - 236 E - D
2 - 36
0
0
7"8
Tens. Comp.
9'1"2
1.5X3
F
F-B
185 - 417 B - E
E D
1.5X3
1'10"8
3'9"7
DESC = W 3'9"7 7/4 Jack
PLT TYP. WAVE
/W
C
1'7"
END(FT)
3.79
PLY= 1 QTY= 8
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W 3'9"7 7/4 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =21.0
DUR. FAC 1.15
SEQ - 126636
SPACING 24.0 "
TYPE JACK
62
-3
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W1 5'9"7 7/4 Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
69
0.00
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
5.79
Loc R
/U
/ Rw / Rh / RL
2'10"8
2'10"15
12
7
F 502 / / 201 / / 49
D 53
/1
/ 37 / /C 122 / 19
D Min Brg Width Req = C Min Brg Width Req = Bearing F Fcperp = 565psi.
"7
3'4
C
4
/ 4.0
/ 1.5
/ 1.5
12'1"
12
/W
A-B
6
3'0"
278 - 156 B - C
61
- 86
3'3"6
1'7"
4X6(SRS) B
A-F
F-E
173 - 218 E - D
27 - 70
0
Tens. Comp.
2X6(G1)
A
F-B
7"8
177 - 450 B - E
9'1"2
F
1'10"8
E D
1.5X3
2X4
5'9"7
DESC = W1 5'9"7 7/4 Jack
PLT TYP. WAVE
0
PLY= 1 QTY= 8
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W1 5'9"7 7/4 Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =28.0
DUR. FAC 1.15
SEQ - 126638
SPACING 24.0 "
TYPE JACK
79
- 30
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W2 27'9" 7/4 Hip Girder
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
TC
24
7.88
BC
75
0.00
Special loads
BC- 809.97 lb Conc. Load at 7.88,19.87
BC- 309.98 lb Conc. Load at 9.94,11.94,13.88,15.81
17.81
END(FT)
19.87
27.75
wind BC DL=6.0 psf.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
2'10"8
5'
12'
5'
2'10"8
12'
12
7
4
12
5'9
3X4
D
"7
A-B
B-C
C-D
4X6
E
3 '0"
4'6"
6
6X8(SRS)
6
A-L
L-K
K-J
3X4(A1) A
G
9'1"2
1'10"8
3X8
L
4X8
I
3X8
24'
128 - 4160
97 - 3724
233
- 30
22 - 202 J - I
1707 - 48 I - H
3094 - 75 H - G
3094
1708
22
H
1'10"8
Tens. Comp.
L-B
B-K
K-C
C-J
D-J
27'9"
123 - 3123
1546 - 25
830
-8
1307 - 63
32 - 454
J-E
E-I
I-F
F-H
1307
- 63
830
-8
1546
- 25
123 - 3123
DESC = W2 27'9" 7/4 Hip Girder
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
- 75
- 48
- 202
3X4(A1)
7"8
8X8
J
233 - 30 D - E
97 - 3724 E - F
128 - 4160 F - G
6X8(SRS)
F
B
4X8
K
/ 4.0
/ 4.0
"7
DT -1"5
4X6 C
3 '0"
1'7"
5'9
/W
L 2628 / 43
///H 2628 / 43
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W2 27'9" 7/4 Hip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =158.5
DUR. FAC 1.15
SEQ - 126640
SPACING 24.0 "
TYPE SPEC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W3 27'9" 7/4 Hip
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
9.88
BC
75
0.00
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
17.87
27.75
Loc R
/U
/ Rw / Rh / RL
2'10"8
7'
8'
7'
L 1437 / / 551 / / 66
2'10"8
/W
/ 4.0
/ 4.0
8'
12
7
8'1
"4
5X6 C
DT -1"9
5X5
D
8'1
E
5X6
"4
A-B
B-C
C-D
3 '0"
6
6
5'8"
3 '0"
5X6(SRS)
2X6(G1)
A
A-L
L-K
K-J
5X6(SRS)
F
B
2X6(G1)
G
7"8
9'1"2
1'10"8
3X4 L
3X8
K
3X5
J
3X8
I
3X4 H
24'
- 47 J - I
- 64 I - H
- 27 H - G
307 - 1555
508
0
300
0
46 - 293
D-I
E-I
I-F
F-H
DESC = W3 27'9" 7/4 Hip
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
1242
730
141
- 27
- 64
- 47
Tens. Comp.
L-B
B-K
K-C
K-D
1'10"8
141
805
1242
27'9"
PLT TYP. WAVE
172 - 1136
147 - 1447
129 - 141
12
4
1'7"
129 - 141 D - E
147 - 1476 E - F
172 - 1136 F - G
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W3 27'9" 7/4 Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =151.4
DUR. FAC 1.15
SEQ - 126642
SPACING 24.0 "
TYPE SPEC
111 - 293
300
0
508
0
307 - 1426
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W4 25'10"8 7/4 Hip
Bot chord 2x4 SPF 2100f-1.8E :B2 2x4 SPF #1/#2:
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
:Lt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 1.500':Rt Stub Wedge 2x4 SPF Stud:
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
10.00
BC
75
0.00
END(FT)
14.00
25.87
Loc R
/U
/ Rw / Rh / RL
10'
4'
9'
A 1277 / / 456 / / 84
A Min Brg Width Req = I
Bearing I Fcperp = 565psi.
2'10"8
4'
4X6 D
7
4X6
E
15
'6"
11
10
'5
A-B
B-C
C-D
D-E
"1
12
1.5X3 C
6'10"
F 3X4
3X4 B
3X10(E3)
3X4(E3)
A
A-M
M-L
L-K
1'
2X6(G1)
H
7"8
3X5
L
3X8
K
3X4
J
2X6
- 1924 E - F
- 1782 F - G
- 1418 G - H
- 1051
1429
1094
1094
- 72 K - J
0 J-I
0 I-H
9'1"2
1'10"8
C-M
M-D
D-K
E-K
127 - 394 K - F
376
0 F-J
142 - 228 J - G
321
0 G-I
25'10"8
DESC = W4 25'10"8 7/4 Hip
PLT TYP. WAVE
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
171 - 1349
136 - 1592
284 - 125
1317
645
139
- 34
- 26
- 224
Tens. Comp.
I
24'
211
182
159
179
4
3'0"
6
5X6(SRS)
G
3X4
M
// 4.0
1'7"
12
DT -1"9
/W
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W4 25'10"8 7/4 Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =146.7
DUR. FAC 1.15
SEQ - 126644
SPACING 24.0 "
TYPE SPEC
65 - 339
80 - 137
708
- 30
242 - 1612
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W5 25'10"8 7/4 DP
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
END(FT)
25.87
Loc R
/U
/ Rw / Rh / RL
12'
11'
D
12
7
5X5
12
'8
"11
'10
13
"13
E
A-B
B-C
C-D
1.5X3
12
8'
1.5X3 C
4
A-K
K-J
J-I
1'
F
7"8
3X5
J
3X8
I
3X4
1387
988
988
- 40 I - H
0 H-G
0
9'1"2
C-K
K-D
D-I
152 - 385 I - E
640 - 40 I - F
608 - 33 F - H
H
24'
1'10"8
25'10"8
DESC = W5 25'10"8 7/4 DP
PLT TYP. WAVE
PLY= 1 QTY= 7
REV. 15.02.00C.1217.15
187 - 1545
146 - 1703
265 - 159
682
167
- 19
- 207
Tens. Comp.
5X6(SRS)
2X6(G1)
G
1'7"
3X4 B
3X10(E3)
3X4(E3)
A
163 - 1867 D - E
151 - 1724 E - F
192 - 1556 F - G
3'0"
6
3X4
K
/W
A 1214 / / 456 / / 100 / H 1433 / / 561 / // 4.0
A Min Brg Width Req = H Min Brg Width Req = 1.9
Bearing H Fcperp = 565psi.
2'10"8
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W5 25'10"8 7/4 DP
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =139.8
DUR. FAC 1.15
SEQ - 126646
SPACING 24.0 "
TYPE DUBL
143 - 469
775
- 39
283 - 1540
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W6 25'10"8 7/4 Stub Hip
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
8.00
BC
75
0.00
END(FT)
16.00
25.87
Loc R
/U
/ Rw / Rh / RL
8'
8'
7'
A 1177 / / 452 / / 68
A Min Brg Width Req = I
Bearing I Fcperp = 565psi.
2'10"8
8'
/W
// 4.0
12
7
"2
9'3
5X5 D
DT -1"9
5X5
E
5X6
F
8'1
"
A-B
B-C
C-D
D-E
4
12
5'8"
A-L
L-K
K-J
1'7"
1'
2X6(G1)
H
7"8
3X8
L
3X5
K
3X8
J
3X4
9'1"2
I
24'
178 - 1160
154 - 1495
126 - 131
5X6(SRS)
G
3X4 B
3X10(E3)
3X4(E3)
A
- 1689 E - F
- 1572 F - G
- 1411 G - H
- 1164
4
3'0"
6
1.5X3 C
189
179
166
169
- 78 J - I
- 38 I - H
- 38
813
134
92 - 242 F - J
337
0 J-G
62 - 287 G - I
44 - 305
310
0
512
0
311 - 1565
25'10"8
DESC = W6 25'10"8 7/4 Stub Hip
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
- 67
- 46
Tens. Comp.
C-L
L-D
L-E
E-J
1'10"8
1254
1268
1268
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W6 25'10"8 7/4 Stub Hip
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =141.1
DUR. FAC 1.15
SEQ - 126249
SPACING 24.0 "
TYPE SPEC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W8 25'10"8 7/4 DPHip Girder
Webs 2x4 SPF Stud
:Lt Slider 2x6 SPF Stud: BLOCK LENGTH = 1.500'
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Special loads
BC- 342.45 lb Conc. Load at 7.94,16.06
BC- 587.87 lb Conc. Load at 10.00,14.00
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
6.00
BC
75
0.00
END(FT)
18.00
25.87
Loc R
/U
/ Rw / Rh / RL
6'
12'
5'
A 2691 / /1
//H 2662 / 3
Bearings A & H Fcperp = 565psi.
2'10"8
12'
1
6'1
5'9
"6
DT -1"5
5X5 C
3X4
D
5X7
E
"7
12
4'6"
3 '0"
A-B
B-C
C-D
4
6
A-K
K-J
J-I
1'
3X4(A1)
G
7"8
J
H0714
24'
I
5X5
54 - 4429 D - E
13 - 4341 E - F
22 - 4887 F - G
22 - 4887
26 - 3801
208
- 32
6X8(SRS)
F
3X6
4X10(E3) B
3X4(E3)
A
K
3X8
/ 4.0
/ 4.0
1'7"
12
7
/W
9'1"2
H
3X4
-4 I - H
-5 H - G
- 14
1757
29
- 21
- 178
Tens. Comp.
K-C
C-J
D-J
J-E
1'10"8
3621
3577
3189
1090
0 E-I
1580 - 21 I - F
29 - 453 F - H
2061 - 10
427
-8
1558
0
68 - 3156
25'10"8
DESC = W8 25'10"8 7/4 DPHip Girder
PLT TYP. WAVE
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W8 25'10"8 7/4 DPHip Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =145.9
DUR. FAC 1.15
SEQ - 126254
SPACING 24.0 "
TYPE SPEC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W9 11'0"2 */12 HJ Girder
Webs 2x4 SPF Stud
:Lt Slider 2x8 SPF #1/#2: BLOCK LENGTH = 3.100'
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
lbs.
END(FT)
11.01
psf.
Loc R
/U
/ Rw / Rh / RL
4'0"13
6'11"6
12
4.95
7'6
G 797 / 7
///E 500 / / 14 / /Wind reactions based on MWFRS
"3
1.5X3
A-B
B-C
1'7"
2X4(C6)
319 - 17 C - D
124 - 142
1
HB 1"8
A-G
G-F
4'5"6
12
12 - 250 F - E
389
0
0
3X6(C6)
G-B
G-B
0 - 815 B - F
84 - 97 C - F
0
45
9'1"2
G
0
Tens. Comp.
6"13
1.5X3
4X4 F E
2'7"1
8'5"1
11'0"2
DESC = W9 11'0"2 */12 HJ Girder
PLT TYP. WAVE
-7
6X12(**) B
A
/ 5.7
/-
CD
4'2"5
3
/W
PLY= 1 QTY= 4
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W9 11'0"2 */12 HJ Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =87.7
DUR. FAC 1.15
SEQ - 126648
SPACING 24.0 "
TYPE HIP_
- 395
- 345
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W10 7'10"8 7/4 EJ Girder
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
member design.
END(FT)
7.88
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
2'10"8
5'
12
"7
5'9
7
G 605 / / 233 / / 72
E 310 / 22
1.5X3
175 - 162 C - D
105 - 141
0
6
3'0"
4'6"
A-G
G-F
5X5(SRS) B
170 - 108 F - E
186 - 117
0
G-B
B-F
2X6(G1)
A
198 - 540 C - F
121 - 192
71
9'1"2
3X4
G
1'10"8
0
Tens. Comp.
7"8
3X4
FE
6'
7'10"8
DESC = W10 7'10"8 7/4 EJ Girder
PLT TYP. WAVE
-6
12
HB 1"8
1'7"
/ 4.0
/-
CD
A-B
B-C
4
/W
PLY= 1 QTY= 9
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W10 7'10"8 7/4 EJ Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =41.6
DUR. FAC 1.15
SEQ - 126247
SPACING 24.0 "
TYPE EJAC
- 222
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W11 7'10"8 7/4 EJ Girder
Webs 2x4 SPF Stud
CHORD
SPACING(IN OC)
START(FT)
BC
75
0.00
Special loads
BC- 116.76 lb Conc. Load at 4.88, 6.88
END(FT)
7.88
wind BC DL=6.0 psf.
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
2'10"8
5'
12
"7
5'9
7
G 810 / / 19 / /E 342 / / 21 / /Wind reactions based on MWFRS
1.5X3
159 - 337 C - D
75 - 99
0
6
3'0"
4'6"
A-G
G-F
4X6(SRS) B
299 - 132 F - E
292 - 19
0
G-B
B-F
2X6(G1)
A
72 - 394 C - F
20 - 302
12
9'1"2
3X4
G
1'10"8
0
Tens. Comp.
7"8
3X4
FE
6'
7'10"8
DESC = W11 7'10"8 7/4 EJ Girder
PLT TYP. WAVE
-4
12
HB 1"8
1'7"
/ 4.0
/-
CD
A-B
B-C
4
/W
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W11 7'10"8 7/4 EJ Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =41.6
DUR. FAC 1.15
SEQ - 126245
SPACING 24.0 "
TYPE EJAC
- 157
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W13 10'10"8 7/4 End Jack
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
member design.
CHORD
SPACING(IN OC)
START(FT)
TC
24
5.81
BC
75
0.00
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
END(FT)
10.88
10.88
Loc R
/U
/ Rw / Rh / RL
2'10"8
2'11"4
5'0"12
L 666 / / 283 / / 49
F 467 / 2
G Min Brg Width Req = Bearing L Fcperp = 565psi.
5'0"12
12
7
4
"13
3'4
DT -1"12
C 4X6
12
/W
/ 4.0
/-
DE
6
3'0"
A-B
B-C
287 - 137 C - D
63 - 395 D - E
84
0
- 330
0
5'3"9
2X6(G1)
A
HB 1"8
3'7"
7"8
L
K
3X8
I
1.5X3
5'1"13
4X6(SRS) B
A-L
L-K
K-I
11'1"2
H
155 - 228 J - G
141 - 91 I - H
14
-4 G - F
2
14
0
2'
Tens. Comp.
L-B
B-K
K-C
K-D
9'1"2
1.5X4
J
1'10"8
GF
1.5X4
9'
6'2"8
4'3"
206 - 657 J - I
216 - 14 H - D
113 - 180 H - G
359 - 92
91
135
135
5"
10'10"8
DESC = W13 10'10"8 7/4 End Jack
PLT TYP. WAVE
0
-4
0
PLY= 1 QTY= 1
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W13 10'10"8 7/4 End Jack
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =72.8
DUR. FAC 1.15
SEQ - 126650
SPACING 24.0 "
TYPE EJAC
0
- 416
- 419
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / W14 10'10"8 7/4 End Jack Girder
Bot chord 2x6 SPF 1650f-1.5E :B2 2x4 SPF #1/#2:
Webs 2x4 SPF Stud
wind BC DL=6.0 psf.
CHORD
SPACING(IN OC)
START(FT)
TC
24
3.81
BC
75
0.00
END(FT)
10.88
10.88
Ct=1.10, Ce=1.00, CAT II & Pf=26.95 psf.
Loc R
/U
/ Rw / Rh / RL
11"4
2'10"8
Special loads
PLB- 35.64 lb Conc. Load at ( 5.87,11.13)
7'0"12
N 668 / 11
///F 588 / 22
G Min Brg Width Req = Bearing N Fcperp = 565psi.
12
7
4
3'0"
7'0"12
"
1'1
12
6
5X6 C
DT -1"5
A-B
B-C
HB 1"8
1.5X3
1.5X3
I
3X6
H
11'1"2
A-N
N-M
M-K
L-J
1.5X4
1'10"8
J
1.5X3
GF
N-B
B-M
M-C
M-D
9'
6'2"8
4'3"
32
0
- 573
0
4 - 199
304 - 12
44
-4
2
-2
K-I
I-H
J-G
G-F
44
44
2
0
-4
-4
-2
0
Tens. Comp.
9'1"2
L
237
-8 C - D
16 - 511 D - E
2'
K
4'0"4
7"8
3'7"
4'1"9
3X4(A1) A
M
3X8
/ 4.0
/-
DE
4X6(SRS) B
N
/W
27 - 743
454 - 25
66 - 325
542 - 29
L-K
I-J
H-D
H-G
52
105
35
26
0
0
- 330
- 408
5"
10'10"8
DESC = W14 10'10"8 7/4 End Jack Girder
PLT TYP. WAVE
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
W14 10'10"8 7/4 End Jack Girder
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =81.0
DUR. FAC 1.15
SEQ - 126240
SPACING 24.0 "
TYPE EJAC
Job:(88997) / -STANDALE LBR GRANDVILLE /MIRECKI / WL 11'10"8 Hip Frame
Webs 2x4 SPF #3
Loc R
/U
/ Rw / Rh / RL / W
5'11"4
5'11"
A* 2
/-
/ 142
A-B
B-C
C-D
D 4X4
"6
8 '8
C
A-L
L-K
K-J
6'10"8
E
-1
-1
-1
0
0
0
0 J-I
0 I-H
0 H-G
0
0
0
0
0
0
B
B-L
C-K
J-D
F
3X4(D1)
0
0
0
-2 I - E
-2 H - F
-1
3X4(D1)
G
A
0'
L
K
J
11'10"8
I
H
DESC = WL 11'10"8 Hip Frame
PLT TYP. WAVE
0
1
0
"6
8 '8
-1 D - E
-1 E - F
-1 F - G
12
13.89
0
1
0
PLY= 1 QTY= 2
REV. 15.02.00C.1217.15
TC LL
30.00 PSF
JOB #: 88997
TC DL
7.00 PSF
DATE - 02/26/16
BC DL
10.00 PSF
WL 11'10"8 Hip Frame
BC LL
0.00 PSF
TOT. LD
47.00 PSF
WEIGHT =73.4
DUR. FAC 1.15
SEQ - 125828
SPACING 24.0 "
TYPE HIP_
0
0
-2
-2

#88997 Standale Lumber Engelsma Homes Mirecki Residence

Transcription

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