HomeMy WebLinkAboutBLD Plot / Site Plans - 8/21/2000r
l
Z
W
CD
Cti
L J i
t
w�
LL'
J
L9
l
N
9-
(-'J
r
'JO it
w
w
Z
U w
o
♦� a
V g
cc
z
Z
W
W
Z
W w
0
W Iz
Q
CI
J
0
Z
0
U
z
m
0
CONSULTING ENGINEERS
360-479-5598
PLANNERS
STRUCTURAL
- RESIDENTIAL
- GEO-TECHNICAL
- FOUNDATION
H
0
BREMERTON, WASHINGTON 9831
P.O BOX 2321
W
J
H
SHEET 1
A
OF r'
i.zea
Sti3NJIS3a •
r:, 133HS
SNOII33dSNl
n
0
z
V)
0
r
v
rn
v
m
z
c)
z
rn
m
XI
z
C)
cY-
r--
i
_ r-
a L.
.+1
■
di
z
cc
W
11J
z
0
z
W
W
'0
V /
z
0
U
INSPECTIONS
)NSULTING ENGINEERS
DESIGNERS
360.479-5598
PLANNERS
STRUCTURAL
RESIDENTIAL
0
co
co
rn
z
O
z
-
a
z
o —
J
a
U w
W
no
0
W
>; JNDATION
0
Z
m
G
SHf
413 �t
t,kris
�L
lel e n1 0vss
Luck-
CONSOLIDATED ENGINEERING
P.O. Box 2321
BREMERTON, WASHINGTON 98310
(360) 479-5598
JOB 1. J ( I V F _ J 4-,.?s s
CALCULATED BY /-- + ? /1 DATE E /.. [7 °f
CHECKED BY DATE
SCALE
SHEET NO
OF
CONSOLIDATED ENGINEERING
P.O. Box 2321
BREMERTON, WASHINGTON 98310
(360) 479-5598
CALCULATED BY
CHECKED BY DATE
SCALE
4 DATE /// 2 ailAajt
JOB 4J4 L
CONSOLIDATED ENGINEERING
P.O. Box 2321
BREMERTON, WASHINGTON 98310
(360) 479-5598
SHEET NO
CALCULATED BY
CHECKED BY DATE
SCALE
OF / /
DATE : 2 r �1�`, 0
<SJJ�
TABLE 23-I-A-4—DESIGN VALUES FOR VISUALLY GRADED TIMBERS [5 Inches by 5 inches (127 mm by 127 mm) and larger]
(Tabulated design values are for normal load duration and dry service conditions, unless specified otherwise.)
•
SPECIES AND
COMMERICAL GRADE
SIZE '
CLASSIFICATION
DESIGN VALUES IN POUNDS PER SQUARE INCH (psi)
GRADING
RULES
AGENCY
x 0.00689 for N/mm2
Bending Fb
Tension Parallel
to Grain Fr
Shear Parallel to
Grain Fr
Compression
Perpendicular to
Grain Fc1
Compression
Parallel to Grain
Fe
Modulus of
Elasticity E
BALSAM FIR "
Select structural
No. 1
No.2
Beams and
stringers
1,350
1,100
725
900
750
350
65
65
65
305
305
305
950
800
500
1,400,000
1,400,000
1,100,000
NELMA
NSLB
Select structural
No. 1
No. 2
Posts and
timbers
1,250
1,000
575
825
675
375
65
65
65
305
305
305
1,000
875
400
1,400,000
1,400,000
1,100,000
BEECH -BIRCH -HICKORY
Select structural
No. 1
No. 2
Beams and
stringers
1,650
1,400
900
975
700
450
90
90
90
715
715
715
975
825
525
1,500,000
1,500,000
1,200,000
NELMA
Select structural
No. 1 :
No.2-
Posts and
timbers
1,550
1,250
725
1,050
850
475
90
90
90
715
715
715
1,050
900
425
1,500,000
1,500,000
1,200,000
COAST SITKA SPRUCE
Select structural
No. 1
No.2
Beams and
stringers
1,150
950
625
675
475
325
60
60
60
455
455
455
775
650
425
1,500,000
1,500,000
1,200,000
NLGA
Select structural
No. 1 ..
No. 2
Posts and
timbers
1,100
875
525
725
575
350
60
60
60
455
455
455
825
725
500
1,500,000
1,500,000
1,200,000
DOUGLAS FIR -LARCH
Dense select
structural
Select structural
Dense No. 1'
No. 1
gaol*
-
Beams and
stringers
1,900
1,600
1,550
1,350
(` 875
1,100
950
775
675
425
85
85
85
85
85
730
625
730
625
625
1,300
1,100
1,100
925
600
1,700,000
1,600,000
1,700,000
1,600,000
1,300,000
WCLIB
J
(Continued)
3003 ON1a1108 I lHOJINf 0661
1
3N1.1 .).T? "
BN T i JQI2�
z
W
W
0
z
W
0
W
F—
Q
0
O
Cn
O
U
SHEET 1