HomeMy WebLinkAboutSTRUCTURAL CALCS - 06-00210 - Child & Family Resourcesn
BAS15 FOR DESISN
DES I O CODE:
IDES113N C ITE Ir.
mind speed
seismic category
allowable !1 bearing pressure
DE51GN LOADS. -
LOPED Rf3E3I-.
FLO0R
asphalt shingles o/f It
51811
" P(ywood I B
prefab wood trusses a " o,c,
10" batt insulation(R,-30)
112'1gypboard
echd l .fr i c.
/" plywood or OSB
floor cover
wood I -jt
10" batt insulation (R-30)
pition
rah./1_/ni,
EXTERIOR Sten i seam meta) siding
1/210 plywood or OSB
wood studs at 1 0..C-
1/2
_/„ gy,pboard
batt inSU1 ti n ( -
MATERIALS:
structural l 1u b r
connections
reinforcing steel
concrete
Project Name:
�rJ�s�,/ -5
-j1LY R.
M -ROW -0i
Project #:
2003 fB
90 MPH E p.
1181
1000 pf
.
.1
4.0
.
.
.'
D. L. 20.0 psf
35 f
..1
.
S
.
20..0
3,9
D. L. 40.0
L.L.= 50 pf
1,
1.
1.
.
1_
.
15.0
Douglas Fir
Simpson
Grade 60
2500 pR
Initials;
pf
s
-t3. IT R LJ 1: T IJ R A L
L 1
"� 5l
fil
0
z
ED
r-..- 11
t �
cc
v
i
Ln
v
w
H
m
E
H
A A
v v
a°0
:F v
V v
L-10 I ST MARK: FJ1 (first fir)
�T4
Span (ft)10.5
TL def. < U 360
LL def. < LJ 720
Spacing (in): 16
Selection No: 6
0: i`
Reaction OL)
W UNIFORM LOAD (A. 133
DL LL
P PT, LOAD (I b s), 0 fr'o'm Jeff end: 0.0
2110 (Ib); 980
Mallow (Ib -ft): 4280
JOIST MARKE, FJ (first flr)
Span ft: 15.5
TL def. < Ll c)
LL def. < U 600
Spacing ( in): 1
Bearing Type(h )
Web tIffner(y/.n)- n
Selector? o:
D: too
•
rlt Name:
J I Wll�ST FLP)
ALLOY 0.1
,,pan' L�; 1320
LJSE: 1 4.0 TJ1 2 1 0 @)1 rs IN
(Iby . 2205
spa n/ TI - a I 100
Reactions (J)
DL= (psi
DL (psD
LL (pso
WTL (M
WLL (PI
Left
Right
roof
0
OL
0.0
0
140
1DL
floor
20
100
160.0
133.33
700
00 LL
wall
0
0
0,0
T,
840
840 TL
Ic
0
0
0.0
0
W UNIFORM LOAD (A. 133
DL LL
P PT, LOAD (I b s), 0 fr'o'm Jeff end: 0.0
2110 (Ib); 980
Mallow (Ib -ft): 4280
JOIST MARKE, FJ (first flr)
Span ft: 15.5
TL def. < Ll c)
LL def. < U 600
Spacing ( in): 1
Bearing Type(h )
Web tIffner(y/.n)- n
Selector? o:
D: too
•
rlt Name:
J I Wll�ST FLP)
ALLOY 0.1
,,pan' L�; 1320
LJSE: 1 4.0 TJ1 2 1 0 @)1 rs IN
(Iby . 2205
spa n/ TI - a I 100
Reactions (J)
DL= (psi
LL (iso
WTL (P10
WLL (PI
Left
Right
roof 0
0
0.0
0
207
07 D L
F100T 20 160.0 133.33 1033
fi 0 0.0 --- 1240
M[SC 0 0 M 0
DL LL
P OT. LOAD (Ibs) 0
fromleft end, O.Lo
ajjow J b) . 1505
aii w (l -ft)- 7335
F iJ (Fi S T P -L R )' USE. -
4 SE
Project #:
ALL011 ` 0.30
span/AL,t: 622
14 T JI T 6 IN 0C
Jnificls*,
laf:
1033 LL
1240 TL
ATL(in): 0.36
spa nI TL: 5 1
Ib-) 4805
Sheet:
t
z
91
TJ1 JOIST
JOIST R ; FJ (Second Floor).
Spars ft); 10.5
TL def. < U 360
LL def. < L 480
Spacing ( ire): 1
Bearings Tp(h/):
Web ti fner(y/n)' n
Selection
D: 1.00
�Prolect Name,
edited 6431-0
roIect Name:
Reactions (I b)
L
z ..
z
W
L (psi
LL (pso
WTL (P10
Wil (Ply
Left
Right
roof 0
0
&0
0
280
280 DL
floor 40
wall 0
m t r 0
50
0
NFIFORM LOAD (PI :
120.0 66.667
350
350
LL
,0
530
630
TL
.. 0
120.O 67
EDL LL
P PT LOAD (l 0 from left end: 0.0
allow (I b)r 1080
M.311uw(lb-ft): 6180
FJ (SECONci I"LC❑R3 USE-.
I 1 -71Bm
r "
rCczf
ALL.0n): 0.05
span/ALL. 2632
TJI 3r=❑ 1 6 1N C3
nitiols-,
(Ib - P 1654
span/ATL. 1462
S h eet:
Project #: Initials: Date: ~] Sheet:
f
01 EIL FRAMING
IBC
JOIST M FS ., FJ
Lumber grade (1 thru 8): 1
OF Larch No, 2 )
Spars ft):
Spacing in)- 1
U: 240
D : 1.0
1 360
(Ib -ft. 540
JOIST MAR : RJ Mod.
Lumber grade 1 thru ): 1
( DF Larch No, 2 )
Span ft):
Spacing( in'): 1
A < U; 240
co : 1-00
R ttby: 440
M (Ib -ft)' 660
Project Name:
edited 6123105
Lol �JR
;` ,rte s. j 7Tzsi 5
ALLOWABLE STRESS D�SIGN
Loads
DL LL
Loads (PF) 7 4 Ci 50 120
funiform loads, 120 p f
f (psi' (@ . 55
fb (psi), 857
"'120s <
f /F , 0,31 (ire): 0.11
fb/Fb: 0:83 spanf& L / 685
FJS US
( Dr LARCH NC3, 2 )
Loads
DL LL w
Loads (P F) 2 D 00 1467
MSC, (PF) : 0 0 0
(uniform load): 146.7 Plf
fv
(psi) @ d- 68 fv/F : 0-38 A OnY 0-1
f (psi); 1047 fb/Fb: 1.01 spam& L / 560
f
Fria
OF LARCH NO. Z I
i
is .Ce
USE 2
Sheet.
DIMENSIONAL FRAMING
IBC 2003
J015T MARK: Rjj
Lumber grade (l thru - 1
( DF Larch No, 2 1
Span (ft):
Spacing ( ire)24
-
Cc) - 1,0
lb: 455
'1 (1b-): 796
JOIST MARK* RJ2
Lumber grade (1 thru 1
( OF Larch No. 2 )
Span (ft)w,
Spacing ( in), 24
Ll: 240
Co : 1.00
lb). 550
M {ib -ft}: sas
Prole t Name-,
:
V -1
S.- Z. S I D
ALLOWABLE STRESS DEsf
Loads
D. L L
A
Lad (PSF) 20 45 10
M—I (P F) : 0 0 0
(uniform ]oar. 130 plf
fir (psi)
@ d:
72
fvlFv:
0,40
in):
0.21
fb
(psi):
1263
tl bf
1,22
span/A.-
L / 398
RJ I USE
C DF LARCH NO, 2- ti
Leads _
DL LL
Loads (PF) : � 220
(urs-Iform load): 220 Plf
f (psi) @ d: 8
fb pil; 10 9 1
Prlt
fv/Fv- 0.45
fb/Fb- 1.05
USE:
OIL I
A, E: � P4?,
@ 24 O P a
v �jE""Nf
. (ire): 0.09
span/.: L f 645
( 0 F LARnH Nti. 2 }
inifiiais:
@ 24 O e C
IDa"te:
edired 0 I
Ishe'. -et:
Ln
7
r,
DRIFT LOADS ON LOWER ROOFS, DECKS AND ROOF PROJECTIONS (.ASCE 7-98 :
Difference in ht. between upper 1 lower roof:
Horiz. dist. of upper roof normal to drift:
Basic ground snow load-
Sncw
exposure coefficient-,
Snow thermal coefficient:
1-mportance factor,
Dri n cr Calculations;
Roof snow I:
Snow density (35 psf mix}:
i pcf,D,35-pcf)
p
Height of balance snow load.-
Check
if drift load is required:
Height of drift surcharge:
Maxi mum intensity of snow w/ drift:
Max intensity; 'r
Effective width of snow drift:
Check width -,
Cheek width :
Use width:
r ..°_—...-� • .,, _ ti , r _— ..,...Aak. �-.—..._— . +.. _.,. _._�_. _..—:..+.....+..... -
• a y�•-tea _ s �+ :�
DRIFTINC AT LOW ROOFS AND DECKS
. r .f t Nerve:
IlProject #:
hr := { • ft
:= 25 --ft (25 ft min, 500 ft max)
PC'-:= = 50-psf
C 1.
t := 1,
1:= t}
tnp
� --Pg + 1 ! p cf
ft
D = 20.5 pcf
hb
:= Pf
D
hr — hb
2.514
b
Wb :- Wb
A A,,� ft
hd .43. Wb (P Or 10)
P -.=
.
. +
hb)
("�
1
Fa -hr
If(PM n l 1
lvvvw
Wdl -rp =- 4 h d
W -= 4 -(hr — h
Wd := if (Wd I Wd2, Wd I., Wd2)
s__F E " L.J. " F i'_F 1-{ L36 L.
P — 35 psf
D = 20.5 Pf
If 0. ? neglect drifting
75.221 psf
PM 2 3 sf
f � I
LIZ
W= 1,11f
.. e !. s _.. _.. _ .."-_• L. I I __ e esr e... - Aid �m, �•
i
lZt-
DRIFTING
T ROOF PROJECTIONS
�Inifials-
[Date -
Sheet.
DRI.FT--LOADS ON LOWER ROOFS, DECKS AND ROOF PRfljFCT1C7NS (.ASCE 7-98):
Difference in ht between upper I lower roof:
Hort. dist of upper roof normal to drift:
Basic ground snow load-
%Snow
expcsure exposurecoefficient:
Snow'
thermal coefficient:
Importance factor:
[7riftin& Calcuiafions:
Roof snow load:
Snow density (35 psf max}:
*z if -pcf , D, 3 5. pcf)
Height of balance snow load-
Check
if drift load is required-
Height
equired:
Heidht of drift s urcharg e:
Maxi mu m in ten snow / -ft-
Max
t;
Max intens,ity; Pm.
Effective width of snow drift:
Check width:
Check width:
Use width:
77
�'} ` aL}_.,'ice a +: - •'�-- - nr..-�. _—�___. .a z— ,s__ _R
_Pf11_- ri t r -
DRIFTING I T LOQ' ROOFS AND DECKS
Project Name:
Proiect #-
hI"= -
W'b:= 45 -ft (25 ft mini 500 ft max
AMWP
t :— 1
I '=
1.0
0.13
--Pg + 1 ..
pefft
hr - hb
---- — 1 929
hb
Wb
wr 1 4
_ U
a
h25F_ r
-.43.L-Wb (Po + 10)
hd'-= hd• 14t
PM ; d + b
(`� ' M 1 = D {fir.
+T i � PM � PM I
Wdl := 4•hd
W d.22 r . 4, ( h r - h b)
U �; E LF P ..
If < 0.2 neglect drifting
Pm - 90.413 psf
PM I = 102.5
...
r.._.... �:
° -:: PSI.
Wdl = 10.812ft
Wd2 = 1.3. 171
Wd if (Wd I < Wd2 Wd I Wd2)
t
4
e
... * :..
D AT ROOF PROJECTJONS
n
1
a t+
Sheet;
WE300 aEA
BM HARD: HE31
Span ()a
4.0
Lu (ft):
2.0
TL def_ < U
240
LL def, < LJ
360
o"
1:00
20
1.0
LL Red. (Y/N)?:
660
Loads
Reactions (lbs)
1 320
DL sQ
I
LL s
. LL tn"b ft
(W)
P
LL ( p
L �
Right
()
roof
20
35
35 12
660
4220
480
480
D L
roof/f@r
0
0
0 0
0
0
840
840
LL
floor
0
0
0 0
0
0
1 2)0
1320
TL
', a1l/mise,
0
0
0
0
6
.0
1746
0
0
0
0
UNIFORIALOAD Wfli
X60
422,
LL def_ < L/
360
W(lb4t)-
floor
DL
LL
0
0
Comments
0
1980
1980
P P'r_ LOAD (lbs).'
0
1.15
from left end:
ao
0
0
No.
Of MI ROLAM T
1 320
BM : FSB
Span (ftp-
3.0
B
2,0
TL def. < L./
240
LL def_ < LJ
F
()
2 x 6
() 2x
1.0
fv (psi) @ d62
lel
70
60
so
DL
roofffl:r
53
fb (ps'[)
104-7
698
598
ATL (irl):
0.06
0-04
G,0
AD (In):
0.02
0.01
0
0
165
165r
0-01
spa n[A-
840
1260
-- 0
0
0
.0
1746
BM : FSB
Span (ftp-
3.0
Lu (ft),
2,0
TL def. < L./
240
LL def_ < LJ
360
C'D'
1-00
:
1.0
LL Red, (YIN)?'
lel
- ami Selection ( A - F :3
Loads
(3) 2 x 6
Reaction; (Lbs)
DL LL Comments
P PT, ILOAD (lbs): 0 0 from left and: 0,.0
O. of i R LA ,., 3
CSL (P3
LL (pS
Ps. tn-b (ft)
WTL WO
WLL 09.
Loft
Right
<=hecto roof
20
5 2
110
70
60
so
DL
roofffl:r
0
0
0 0
0
0
105
105
LL
floor
G.
0
0 0
0
0
165
165r
TL
wall/mi c_
0
0
-- 0
0
0
.0
0
0
0
0
uw-oRm LOAD (Pff :
110
70
LL def_ < L/
360
M (lb -ft)- 124
DL LL Comments
P PT, ILOAD (lbs): 0 0 from left and: 0,.0
O. of i R LA ,., 3
Beam SeleCtiOn ( A - F ): B
H B 2 U SE:
(3) 2 x 5
13M MARKz
A.
5
F
Reaction (Ibs)
Span (ft):
6-0
tv (p -sl) d'
Io
Red.LL
(Ps f)
trio (ft)
fb (psi)
8
65
Right
ATL (0.
0.60
0-00
5
'AD (irl).
a 00
0.00
0.00
pant :
11951
17926
000
7 20
DL
TL def_ < L/
24835
Beam SeleCtiOn ( A - F ): B
H B 2 U SE:
(3) 2 x 5
13M MARKz
H133
Loads
Reaction (Ibs)
Span (ft):
6-0
L (psf)
LL (psf
Red.LL
(Ps f)
trio (ft)
`TL (PI
LL (A
Left
Right
Lu (ft):
2,0
roof
20
35
35
12
6-60
420
720
7 20
DL
TL def_ < L/
240
roof/flir
.0
0
0
0
0
1 260
1260
LL
LL def_ < L/
360
floor
0
0
0
0
0
0
1980
1980
TL
o:
1.15
a�a{mise,
0
0
-
0
0
1.0
W _:-NH7 rW L.OAn (PI ,
C,Go
420 �
(Ib -f$) 2970
LL Fled, (}N);
CSL.
LL
�
Comments
P -PT. LD (,S)_
0
0
from Jett end-
0,0
No- Of WCROLAMS: 3
6
F
fv W51)
80
73
fb (psi)-
833
904
87
ATL (h)-
0.06
0.08
1346
AD (in):
0.0
0-03
0.14
0.05
spanh"%: %:
1 184
85
517
Bean
Seleclion ( A - F
H ISM
U SE:
S
rit Notre:
CQPY Of OJ -bmbuiftujo�_ 0 0� 22 Znd Floor
Protect
Skeet-
v
WOOD BEAM
ALLOWASLE ' TIS ESS DE$ IG FSI
8M MAFZKw R131
Span (ff;
3.0
Lu (ft):
_
TL def. < L+
240
ILL d ef_ < Lf
360
D;
1.00
:
1.0
LL fed (IBJ?.
0
DL (psf) LL (psi d
Loads
10b 00 WTL (P10
%'/LL ( 0
<7Check roof
20
75
75 11
1045
825
rooffflr
6
0
0 0
0
0
floor
0
0
0 0
0
0
walwMISC.
0
0
—+. 0
0
0
<-Check roof
20
75
4,WIFORM LO�kD (0)
1045
825
420
Ott
LL
TL def, < LJ
246
Comments
P PT. LOAD (IbS):
a
0
from left end,
0,C)
1575
e
Reactions Obs)
Loft
light
330
330 CSL
1238
1238 LL
1 N568
1568 TL
(Ib -ft)-.
r'*' C _ Of MUCROL M S-
F
1176
Beam el tion ( A F )r B
R 8 1 U S E:
(3) 2x 8
8M MARK;
x 6
(3) 2 x 6
() 1-3/4x 5.500
fv (psi) Q d:
99
66
57
fb (P1)°
933
62
533
ATL (inn);
0,03
0.02
0201
AD (in):
0.01
0.00
0,00
pan)A:
12. 5j 8
188 7
2614
Beam el tion ( A F )r B
R 8 1 U S E:
(3) 2x 8
8M MARK;
RE32
DL LL commewts
L (psi
Loafs
0 0 from left rid; 0.0
No. of MICROLM-A '
Reactions
(I )
e
Span I~ft :
3_
2 x 8 (3) 2x
0L (
LL �
(
d
dad_ LL trig �t
rL (P f
LL (0 t
Left
light
440
Lir (ft):
2.0
<-Check roof
20
75
75 14
1 330
10 536
420
420
C L.
TL def, < LJ
246
rooffflr
6
6
0 0
0
0
1575
1575
LL
LL def. < Li
360
door
6
0
0 0
0
0
1995
1995
TL
Il/a c,.
15
0
_®r
6
90
0
1.0
W UNIFOPM LOAD (P1 -.
1.330
1050
N1 Ob -ft): 1496
LL Fled_ (YIN)?, N
Beam Selection ( A - F ); B
ESM MARK! RB3
R s 2 u SE:
Loads
(Z) 2 x Is
a2ctions (Ids')
Span (ft):
6,0
DL LL commewts
L (psi
P PT_ LOAO ([bS)'
0 0 from left rid; 0.0
No. of MICROLM-A '
7t (
A
e
F
()
2 x 8 (3) 2x
2,0
() 1-3/4x 5.500
fv (psi) @ d,
82
84
e.
4
440
360
7
fb (psi):
683
791
240
rooffffr
0
678
ATL (in);
0.02
0,02
0
AD (in),
0.00
0.01
LL def. < L/
36o
floor
G
spianl&
2264
1483
2054
Beam Selection ( A - F ); B
ESM MARK! RB3
R s 2 u SE:
Loads
(Z) 2 x Is
a2ctions (Ids')
Span (ft):
6,0
L (psi
U (psq
RedLL
p
tdt> (ft)
7t (
LL ('
Left
l is ht
Lu (ft):
2,0
rood
20
00
90
4
440
360
51 0
510
DL
7L def_ < U
240
rooffffr
0
0
0
0
0
0
:1080
1080
LL
LL def. < L/
36o
floor
0
0
0
0
G
6
1590
1590
TL
CD,
1,15
Il/a c,.
15
0
_®r
6
90
0
1.0
W UNIFORPA LOAD (W),
530
360
�� �I�-���. 2305
LL led. ("1t'IN)?.
N
DL
LL
Comments
Q
tom
left end,
0 C
() 2 x
8
() 2x
fv (psi) a d:
88
82
7
fb (psi):
1089
1261
1081
ATL (inti);
0-10
0.15
6D (rn):
0.03
6.65
x.11
U4
span/A.
710
465
644
Pralect dame:
Copy of 03 S-b.mbusg up 05 07 22 1 st Ffovr RS 1-,;
P ro l t
initials:
'ht+i rd.
"�
WOOD EMAM
SM MAR 8134
Spars
(ft)-.
6.0
Lu
(ft):
2,0
TL def-
< U
240
LL. def.
< L
360
Q:
1.00
1.
LL Rei'. /I':
n
fv (PI) @ d:
fb (psi):
TL I- n).
DLin):
pa rola
Protect Name:
A,e I YYIL0 r i.
7 R U r_ T 1__i R A,
Loads Reactions Ib
DL ( LL (psi fed. LL tri
b(ft) wT?. (plo,
(Pso WLL (P Left Right
roof 20 90 90 4 440 36 0,P 240 240 Ot
fir 0 0 ___ 0 0
1320 1320 TL
UNil: OR M LOAD a 440 360
DL LL Comments
P PT- WAD 1b ): 0 0 frOm !eft end,
0,0
B
4x a 6x6
62, 5 4
4 I'S
775
7 a
07 0,1� 5_
G.0 1
0.02`
998 55 6�a
s
Beam Selection ( F ). A
� k
Pro i t :
R[a-4 E.% 4 X E3
i
No, Of MICROLA&MS2
F
() 1-3/4x . 50.0 SX16
37
10
1346
7
0.14
0.00
0.03
0.00
517
16979
C L ru "--- �) 111 L
Q, tA
Loo�-ER- �
io
`
r`^
gisp-
In it41l*
Date:
Sheet:
WOOD BEAM
ALLOWABLE STRESS DESIGN
SM MARK; RB5
Span
()°
3,0
Luft-
2.0
TL def.
< U
240
LL def.
< U
36.0
D:
1.00
:
1:0
LL Red. (YIN)?:
fir (psi) d:
fb (psi):
ATL Cn.)
AD din):
span/A:
Pr ped f 1 :
Loads
Reactions Obs)
<i heck roof 20 35 35 11 605 385
983 983 E)L
roo lfIr 20 75 75. 11 1045 825 119 Ra 5 1965 LL
floor 4-o 50. 50 2 180 100 2948 2948 TL
aillmis _ 1 135 0
VNIFORM LOAD (Plf); 1965 1310 Ibr- 2211
DL LL Comments
P P -r LoAD Obs)- 0 from left end, 0,0 No. Of MICROLAMS, 3
A B
F
()
-a () 1- i4x 5.500
lzi 81 .
`1009 673
0.02 0,02 1002
0.01 0.01 0.03
1532 2298 0,01
1390
Beam Selection (. - F; 13 RBS USE: ( a) 2 x B '
Y 01 JSS-&Mb-uPt-rp 05 07 22,RB,5 & 6
Projecf #:
Init iais:
r
Oate:
Isheet:
E31:30 E3 E:
ALLOWABLE STRESS DESIGN
E3M MARK: RB.
Span )! 1 7.0.
Lu (ft).
2,0
TL def < LI
240
LL def- < LJ
360
Co..
1,00
K,
1.0
LL Recd. (/)-.
0
f (psi) @ d:
f (p,):
ATL (ire):
D n:
s pa n l+A.
Project Name:
roof
roofffir
floor
wifm_
Loads
IDL (Psfl LL (pso Red.LL tri (
J 4
Reactions Obs)
TL W LI (Ply L eft Right
.0
35
35
605
385
0
75
75
760
600
40
0
50
720
400
15
0
9
135
a
UNIFORM LOAD (P
2220
1385
ESL LL Comments
P PT, LOAD (Ibs), 0 0 frim left end. 0,0
D E
Seam Seledion ( F
3-118 x 33
7098
7098
IDL
11773
11773
LL
18870
18870
TL
-3A x 19 1/
I Ub
176
174
1697
1956
2250
0.25
0.39
0.56
0.09
0.15
0.21
824
520
367
Project
ais USE:
�Inlfials:
T U R A
(b -ft)
No. Of MICROL , 3
S- T /a x 24 G LU LAM
Date:
Sheet-,
r
`y v
I
E300 BEAM
ALLOWABLE STRESS DESIGN
13M MARK: Loads Reactions (Ibs)
,r
Red, LL
Spars () 16.0 L (psi LL (ps� th b ( WTL (F to fiffLL 0 Left fiat
�e�e—ewe i.n•s�- ( `-
L )- �O
TL def < L1 2,40
LL def. < L/ 360
r) 1 _ off]
1.0
LL iced. (YIN) -i
fv (psi) g d:
fb (psi) -
ATL in):
D in).
spall/6`
13M MARS. RE3
Span
(ft)
_
Lu
():
2.0
TL def,
< U
240
LL def.
< LJ
360
VNIPCIRM LOAD P10,
l)•
1.00
1020
.
1.0
LL Red- (Y/N) ',
0,07
roof 20 7
roofer 0 0
floor 0 0
ll/ i • 0 0
75 1.
0
0
r� 0
UNIFORM 10
1330
1330
0
0
1050
2240
2240
I)L
8400
8400
LL
10640
10640
TL
DL LL comments
P PT LOAD (lbs): 0 a from' (.eft emd: 0.0
�P
D E
-1/ 5-1/8 x 16 1/ 6-3/4 x 15
Beam Selection
156
133
M (Ib -ft):
No. Of t�IIOLAN1s:
F
�3) 1--314. 16.000
ro of
0
B
roof/fir
0
0
floor
40
50
94
63
LCL LL
ed.LL
Loads
thb (ft)
TL PC
LL (Pl
0 0
0
B
0 G
()
2 x 3
0 8
720
400
94
63
VNIPCIRM LOAD P10,
720
400
Comments
Reactions T1 s)
Left Right
Boo 800 D L
1 000 1 000 LL.
1800 1 800 TL
r W U L T U R A
42560
0 b -ft) • 2250
P PT_ I-OAa ([bs): from left end: 0.0 No. Of MICROLAMS:
N
Beam Selection (A - F ):
Project Name:
Copy of 03 13_brnbuiltup 05 07 22
e
Project :
Iia$ LASE: (3) 2 x a
Date,
(Sheet:
Project Name: Project #; initials: Date: Sheet: --
B
F
()
2 x 3
fv (psi) @ d:
94
63
fb (Psi){
1027
685
1020
TL 04
o, o 7
0,.04
0,07
A (ire):
0,03
O,0
0.03
p nI a
903
1355
820
N
Beam Selection (A - F ):
Project Name:
Copy of 03 13_brnbuiltup 05 07 22
e
Project :
Iia$ LASE: (3) 2 x a
Date,
(Sheet:
Project Name: Project #; initials: Date: Sheet: --
WOOD B E
ALLOWABLE STRESS DESIGN
BM MARKAI R51 I ok Feil & HEA 1
Leeds
Span (ft.), 16.o
LLQ (); 2,0
TL def, < L/ 240
LL def, < U 360
[); 1..C)0
. 1.0
LL Regi. (Y/N)"?.
Prolect Name-
DL (psi LL (pso Red. L L
(Psi
roof
20
MGT r
_
floor
0
wTall/ . iSC,
13,4
trio ()LL (pif)
Reactions Vbs)
'ALL O Left Right
DL LL Comments
POINT LOAD P Pr. LOAC (lbs): 2176 0 from left end; C).5
D E
3-1/8 10 112 -1/8 x 9 6-3/4
fb (psi).-
ATL
p i)aATL (ire);
,�D (in):
spars/&
Beam Selection ( � F ):
No, of mirRoLAm'
F
(3) 1-314x 9,250
168
120
91
- 114
CIL
25
25 1.33
104.538
33,25
266 266 L
0
0
3856 181 TL
0
--- 8.5
113.9
0
UNIFORM LOAD (pit),
218
DL LL Comments
POINT LOAD P Pr. LOAC (lbs): 2176 0 from left end; C).5
D E
3-1/8 10 112 -1/8 x 9 6-3/4
fb (psi).-
ATL
p i)aATL (ire);
,�D (in):
spars/&
Beam Selection ( � F ):
No, of mirRoLAm'
F
(3) 1-314x 9,250
168
120
91
- 114
154
1307
992
1208
0.56
O.54
0.41"
Prolect {
8 I 1 USE: (3) 1-3/A i 1.1375
III nitiais:
Date:
7534
G
� )1-314wII R7c,
88
733
.
0, 22
759
Sheet-
ALLOWABLE STRESS DESIGN
S SJ Loads
Span ():
10
Lir ),
2.0
TL def, < U
240
LL def. < U
360
Co:
1,00
K.
1,
LL Red. (Y/N)?:
D L (P LL (ipso
<=hek roof
0
0
roof/tlr
20
100
floor
0
0
wall/mise
0
0
%L (Pad
WLL (
fFOM I fs end, 0.0
Reaction Obs)
,Left Right
210
210
DL
7()o
1050
LL
1260
1 260
840
7;)�
fFOM I fs end, 0.0
Reaction Obs)
,Left Right
210
210
DL
1050
1050
LL
1260
1 260
TL
1lb-ftp.
No. Of MICRUAW: 3
945.
Beam Selection - F ):
Project N m :
Protect
11S 4
:InItCa� -
Date: � FSheet:
8
F
f3) 1-3/4x 5.500
() 1-3/4 x 1
fv (psi)
0
53
fb psi).
750
500
45
9
ASL (in):
0,02
0.02
AD (En):
0.00
0.00
0x01
0 ,00
span)A-
1565
2347
0.0 0
0,00
3252
35759
Beam Selection - F ):
Project N m :
Protect
11S 4
:InItCa� -
Date: � FSheet:
WOOD SEAMC2A*-fu��%L
j I .0 .0
BM MARK:
Span
)r
Io
Lu
(:
ZO
Ter
0
0
LL chef.
< U
360
UhIIFORIM LOAD (Plt�
D,
1,00
D (in),
,
1.0
LL Fled, (YIN)?:
0. 05
ALLOASLE STRESS DES17
Loads
DL (Psi LL(pso Red, LL tdt
<=Check roof
20
75
roofft
20
140
Ter
0
0
wallimic.
15
0
LL_ (P r
11
1045
825
140 15
2400
2100
0 Lr
5618 TL
0
300
0
UhIIFORIM LOAD (Plt�
3745
2925
CSL LL Comments
P PT LOAD ([bs); 0 frcm left endo _
E3
Reactions Obs)
Left
Right
1 230
1 230 DL
4388
4388 LL
5618
5618 TL
NO., Of MICROL ;
F
(3) 1-/4 5_500
ri M
'J4203
1l
ftp psI:
799
7aS
ATL (Ili):
0.01
0.01
M2
1910
D (in),
0,00
0,00
0.00
0. 05
:Span/A:
3004
2505
1802
0,01
Protect Name
ro t r
022 U SF.
11nifials:
1. Date.
ERR LU LA
Sheet:
4213
F
!!___Lk . MJ I I� #
l,C 6i
LWOOD STUD WALL DESIGN
JI 1 J
ALL tz- W LIA I JQN S BASED 0
DESCRIPTION: Grid 1 (worst case)
Heaghto le ft,- s
deflection < L/: 240
C & C fnterFar Zane (psf}: 20.9
C & C End zone (Psf}: 25.7
earthquake pressure (psi: 5
LL an roof snow? YIN}: y
Lumbergrade:
(DF No. 2 )
NDS 2001
ALLOWABLE- S T 777 0Ef
Loads to Wali: w Load case
DL LL Crib 1 2 3 4
roof 20 75 11 1045 1045 1045 1045
floor p 0 Q Q 0 0 �
wall D U 0 a o o a
misc 0 0 p 0 0 0 �
w (Plf�= 1045 1045 1 045 1045
7" F21 M M E R .
Trimmer supports Oflly vertical load a
Pc i ) = 5156
KING T U D WIND END 93 E:
King stud Supports only bending
cap(Ib-ft) = 1357
tri b width capacity (ft) =. 1 f0 r M < I
trig width� it(ft)�
4 5,64 for y < L/ 240
rlct Name. -
fed 612912005
Interior Zone Grid 1 (worst case) USE
End Zone Grid I (worst case) USE:
KING STUD wIND INTERIOR ZE3NE
King scud suppaTks only bending ...
Mcap (Ib -ft) = 1357
Crib width capacity (ft) 6.41
trifa width capacity (f{) = 8.93
fOr M < M2P
fo r . L / 240
KING STUD EAR-rH QUAKE-'.
King stud SLIPPOrts only bending ,,
cap (Ib- 1357
(governs)
trib width CaPacitY
frit width a!3its' _ 20.29
x 6 @ 16 .,.
2 X 6 @ 16 O.C.
( DF No. 2
Framing (unless ntrir��,. ......��� �._
r i t
�1111tiCllS:
Date:
for M < lap
for dL/ 240
(governs)
(governs)
IS h e e t_:
z
N
ENGINEERED AND GL ULAM POST DES113N
nESIGIV BASED ON NDS
LOAD DURATION, CD = I.{'
P U ST
8
#J NSRAC ED
9 1
HEIGHT
.12
O Ir
14
F OST., LE (�rl
18
20
31/2 x3 112 PSS.
7.2
3.1
5.2
3.
3_
--
_a_
+_
112 x 7 112 PSL
14.5
12.2
10.4
T8
5.0
3.112 9 1/2.RL
�f* :.
18.
_
1-
_
u
3 10"2 'e 117 e`8 PSL
2-4
r
F .1
14.3
1
a�4 ' 114 L
26.8°
23.5.',
'16,2
1.
r:
..._`
1/4 9 1/ PSL
1 0
41,0
41.
1
�. 6
11
17.
P1 ,
51
.
p1
114 x 14 PSL
45.9
4�5,q
4 5. 99
42.0
37.
3C). 6
2 3
21.3
I x 9 i r PSL
42.8
42,8
42.8 ;.
42,81
-
8
Zr.
.y
3 11'8 x 5 G L
122. 4
10 0
_
---
-- -
---
71
118 x 9 GL
17,9
14.4
�1 _
8.0
/2 G
218:
°
14...4.'
iGL
.. J_
1.
1/8 1/2 L
61.4
45.9
40_0
200.9
217
17.6
14.1
11.5
115 x 10 Fl. C 3L
33.6
3396
33.6
33.3
31.7
24,7
1.7
1. 1 Lr
_
+ .:
:: .1
4T8 8 .
36.E
v
3/4 x 6 GL
5 9a1
+7
51.1
40.7
31.7
25.0
20.0
314 , '1 L..
x'7.0 ....
141 e
70{
�� �
4 a1.
e ..�
.31.E25
314 x 9 GL
92.4
88.9
84,2
7 1.
5'77
46,3
37.4
30.8
1017
.98
37
:54.1a
14 x 12 GL
123.2
118.5
112,3
0�
7 7- 0
6-41.7
4G.9
41.0. .
L-OAo DuFzA-rioN. Ca = i.1
Prolect Name:
Project #:
�In'l tic IS:
Date.
0
7
a]
WOOD P13ST DESIGN
C OLI GL S FIR L F.CH
ALLOWABLE ABLE STRES DESIGN
ALLE)WABLE L130'S ( ]P-qj
LCIAD DURATION1, rrl = 1 1
ALLOWABLE E LOADS (KEDS)
LIMAD Dap_-jj3N, CD 1,00
U11419 RAQED EJUH-" LJF PIUSTO LE: (P`rl ,ALLE)WABLE
9 SAM
16 18 20 13 FAR I N13
stuff 7- 2.5 2,0 1.7 1.
3.3
n. 2.0 1.4 1.1
1 .
stud* .4 5,9 5,3a{I
7.7
4 x 8 no, 2 1413 11.7 5.1
w_-
15,9
n, 2 18.0 17,0 15,7
.
no. 1 24.8 23,0 21.0 16.9 -g
10.7
8n, 2 24.623.1 .1.. .1 7.8
14.4 1 jr
x 8 no. 1 . 1. 2& 23,0 18,3 14.6 9 9 r
. a 51.648,2 43.5 1pl1y',
32.4
27.E , „ 23.1 35.2
"F all shealrilng braces Stud in vveak axisbending
Project Naas:
:Project .
[In ifl a Is.-
[date,
I
Skeet:
RE
i
i ti n ct 'i i ! I / I I X "44'2b • IAM
MCE Ground Motion - Conterminous 4-8 States
Latitude = 43.4900, Longitude = -111. 4700
Period
(sec)
0.2
1.0
Prt Name:
MCE Sa
(%g)
095.7
026.3
MCE Value of Vis, Site Class B
MCE Value of S1, Site Class B
Prolect
11niflais.I
Date
lsh e -et:
19,
foe
i~
SIR
LL '%low
y
r�
c
:.
33Z r��
WRI& --% 0
Project Name:
s r. I M I C, �i
2
�s
.�
•• A-
2. LF
JProject
10
kip -S
�Initials:
SIO
n
Isheet.-
S z 1 30 2 PCF
77
w5
2
IG
L (000
oo OFE
Protect Name:
L_r I -e
p
LIA"
Project
Initiols:
Date:
1Sheet:
7
uj
1,Jr4m;
Lateral Force;
230
rid Floor Walls
Tjb, Length,
20
Lateral Force:
332
pif
]b
Tdb, Length;
11
ft
Total` Wall Length:
Less due to geometry..
0
1b
15
P '
Wall Height-
9
ft
Total' Fall Length
��� �
ft
Tri b. Width:
Short Wall Length:
1
ft
15
Wall Height:
.'ft
0.80
1 r Depth: 1 ft
Roof DL:
20
Psf
FT
Tft. Width,
1I
ft
153
`all Weight:
15
PST -
fCSL
PIf B
DL factor:
0.80
k 1b
Short Wall .T. M,
Force ith level, F2 .
3652
lb
65461
Force total, FT y
3652
Ih
lb Holdown
Shear @ level, V2
51
Plf
Waft
uIatie shear, '_
1
Plf
A
Total 07,K
31042
ft*I b
Short WaA O.T.f :
4742.5278
ft*Jb
Short Wall MR :
21023,75
*lh
Uplift @ 1e'e1, P2:
0
]b
Strap
Cumulative Uplift, PT:
0
lb
/A
1st Floor Walls
Lateral Force;
230
P!f
Tjb, Length,
20
ft
Less due to geometry:
0
]b
P .:
1-00
Total` Wall Length:
30
ft
Short " all Length:
15
ft
Wall Height-
9
ft
Floor DL
20
Psf
Tri b. Width:
13
ft
Wall Weight;
15
P t~
DL factor.
0.80
F1 •
4600
l%
FT
8252
lb
=
153
PIr wall
275
PIf B
Total` OTM.
108962
k 1b
Short Wall .T. M,
31022
*l b
hart )Nall MR :
65461
ft*lb
105
lb Holdown
PT
0
]b 1I
r te.: 4
2nd Floor Walls
LatraJ Fore_ 332 pif I St Floor Wa [Is
Late
Trib_ Length: 11 ft
gal Force* Pif
Less due to geometry., 0 lb T
due to geometry: 0 fh
Total` Wall Length: 30 ft
Total Wall' Length: 33 ft
short VV@11 Length'. 33 ft
Wall He-ght: 8,5 ft FIr Depth: 'l ft
Wall Height- 8.5 ft
Roof DL.: 20 pf Floor DL, 20 pf
TO.Width: 11 ft T�b
Wall elrg fit: 15 P f
CSL factor: 0-80 Wall Weight15 Psf
Force ith level, F2 : 3652 1!b DL facto r: 0,80
Force total, I=T. 3652 lb F 1 -1 41,40 ih
Shear @ level, V. : 122 pifFT: 7792 lb
Il
umlative shear, T �1 if 'y
' 125 Plf
Total 01T.K 31042ft*lb
e�—�-=-- VT: 236 P If
Total .T.11: 100926 ft�'I�
Short Waft _i,: 7243 ft*l
J��''al1 _T,1: 10f�t*Jh
Short Wal'] � � ��.�' ft�lb
Short Wail MR, 241288 ftkfb
�11ft � leaf, P,,1b Strap
Cumulative Uplift, PT :62Ib NIA
% -
,A P
lh
Protect Name:
P ro l ec -
Initiafs:
Date:
Wall
A
Holde n
NIA
S h eef-,
f
INE- *
164
Pit
Tib. Lexngth
2nd
Floor Walls
Less due togeometry:
Lateral Force-
148
plf
x.00
Tib. Length:
18
ft
ft
Less due to geometry°
0
lb
Wall Height:
P :
1,00
Floor CSL:
20
Total 'Na.11 Length.
12
ft
ft
Short Fall Length:
12
ft
DL factc)r,
Wall Height:
8.5
%
Flr [depth: 1
Roof LCL:
20
Pf
lb
Trib, Width:
148
pif Wall
T
Fall Weight:
15
P. f
75852
DL factor:
0.60
75852
*lh
Force ith level, F2
2664
Ib
P,
Force total, IRS
2664
Ib
2381
hear @ IeVel i V2.
17
off
Wall
umlativ shear -T.
ft
Of
Total .T.M:
22644
*Ib
Short Wall .T,M.
22644
f#*lb
17
Shot Wall MR
12060
ft*lb
ft
Ulplift @ level, P2 '
1284
lb
Strap
LJMU'at'V lJP" t, PT.
1284
lb
M T 40
Ij
UJ
�r
4 �•%ry
1st Floor Werk
Lateral Force-
164
Pit
Tib. Lexngth
is
ft
Less due togeometry:
0
fb
P -
x.00
Total 'mall Length,
20
ft
Short Wall Length:
20
ft
Wall Height:
9
ft
Floor CSL:
20
psf
Tdb. kith,-
2
ft
Fall Weight-
1
:5f
DL factc)r,
0.60
17
ft
2952
lb
FT.
5516
lb
V,
148
pif Wall
T
281
plf B
Tota[ .T.M:
75852
`t -*Ib
Short '4►� aid .T.I ,
75852
*lh
Short Wall R
47060
ft*lb
P,
1477
Ib Holdow n
PT:
2381
lb STHD14
LINE:
L)
-
2nd
Floor Walls
I st Floor Wa I Is
Lateral Force:
148
PJf
Lateral Force,-
164
PIf
Tdb. Length:
19
ft
Tdb. Length-
17
ft
Li s due to geometry,
0
lb
Less due to comet
1.00
Total WIl Lith:
12
ft
P
.Taal
1.00
WaflLcnthe
g
17
1:t
Short W211 Length:
12
ft
Short fell Length.,
17
ft
Wall Height-
8.5
ft
FIr Depth: 1
Wall Height-
ft
Roof QL,
20
pf
Floor DL;
20
psf
Tnib. tai-
2
ft
Tib. Width
eight:
is
p f
Wall "mai- ht:
15
pf
DL factor-
0,60
Fore i1h level, F2_
2812
CES
DL factor�
Force total, FT,-
281
lb
l:
2788
lbF
Shear @ levels V2 ;
234
pif
Wall
5600
lb
u mlatr e shear, V7:
234
plf
V,
`l 6
elf
Total .TA.
23902
ft*I
VT'
:329
plf
l�ort 'aIl .T,II:
90
ft*Ib
Total �7�.
�� 1�
ft Ib
Cort +'aIl MR:
12060
ft*lb
Short'�Pt .�`. 1,
77114
ft lb
Uplift @ level, P2:
1389
Ib
Strap
h ort Wall -
.l p .
40238
ft*lb
Cumulative Uplift, PT
1389
11)
MSTC40
1970PT
3116
lb
Project Name.,
�Project #:
ed - �_. - -
Initials: -Date:
Wall
B
Holdo n
THD14
Shen:
Ii L
TORY WOOD SHEARWALL
I.
0 up
Ll N E:
Lateral Force-
Lateral Force:
148
Lateral Force,-
284
plf
3
Trab. Length,
11
ft
0
Less due to geometry:
0
l h
1,00
P,
1-0
Tot i Wall Length:
15
Tot2l Wall Len fh=
55
ft
15
Short Wall Length-,
11
ft
8-5
Wall Height:
9
tt
20
Roof DL:
20
p t
3ft
Trib. Width-
1
'mall Weight:
10.
Fall Weight:
11
psf
0,60
DL factor:
0,60
Force:
4440
Force-
3124
lb
Wall
Shear
57
Plf
A
Tofa.l . T. ,
2 6116
ft*lb
37740
Short Wali O.T. M°
5623-
ft*lb
16312,5
Short Wall Mf?:
25349,5
ft -*Ib
Stra
Uplift'
0
lb
N/A
Ls fm = i
I.
0 up
Trio, Length-
Lateral Force-
Lateral Force:
148
plf
19
Trib. Length:
3
ft
1b
Less due to geometry:
0
J b
Total 'mall Length:
P
1,00
Short "mall Length:
10.5
Tot i Wall Length:
15
ft
ft
Short Wall Length;
15
ft
Trio. [dt:
'Fall Height:
8-5
ft
15
Roof OIL:
20
p f
p f
Trib. Width:
3ft
1b
Shear, V.
'mall Weight:
10.
pf
39330
L factor-,
0,60
1501 .909
ft*Ib
Force:
4440
]b
Wa ll
erg ` .
l
pig
2672
TotalO.T.K.
37740
ft*Ib
Short W211 0. T. M:
37740
}l
hOli Wall :
16312,5
ft*lb
Strap
Uplift:
lb
LINE.
8.8
Lateral Force:
148
plf
Trio. Length:
33
ft
Less due to geometry:
0
]b
P :
1.00
Total VVall Length:
15
ft
Short VVall Length:
15
ft
Wall' Height:
&5
ft
Roof DL:
20
pf
Trib. Width:
3
ft
Wall Weight:
10
psf
DL factor:
0.60
Force:
4884
lb
Wall
Shear, Vk
plf
Total 0 - TA:
41%4.014
ff*lb
Short Wall _ T_ Ml
1514
ft*l b
Short Wall ISR '
16312,5
ft*lb
Strap
Uplift:
115
lb
MSTC4803
Proiect barna:
Project
LJE;t
5
Trio, Length-
Lateral Force-
230
pili
Trib. Length:
19
ft
Less due to geometry,,
0
1b
P :
1.00
Roof DL:
Total 'mall Length:
27.5
ft
Short "mall Length:
10.5
ft
Wall Height:
9
ft
Roof DL.
0
pf
Trio. [dt:
8
ft
Wall Weight:
15
ps f
DL factor;
0_I,
p f
Force:
4370
1b
Shear, V.
159
plt
Total 0-T,M:
39330
ft*l
Short @ll 0. TM
1501 .909
ft*Ib
Short Wall i F� -
16262
ft1b
uplift:
145
l
LINE:
C,1 (down)
Lateral Force:
164
Trio, Length-
Lateral Force:
164
plf
Trib. Length,
33
ft
Less due tc geometry,
4440
Ib
'Fall Height_
1,00
Roof DL:
Total VVaIf Length:
28
ft
Short Wall Lena"the
11
ft
0.150
Farce:
5084
'Nall H i h t;
9
ft
Roof ISL:
20
pf
Trio- VVfdth;
3
ft
all vvejght.
10
p f
DL factor:
0.60
Force:
-9852
lb
Shear, V
352plf
To -tail .T.M,
88000
*Ib
Short'f`all ,TA:
34833,857
ft*lb
Short Wall MR,
9075
ft*lb
Uplift:
2672
lb
LINE:
C,1 (down)
Lateral Force:
164
Trio, Length-
1
Legis due to arnetr;
P :
1.00
Total Fall Length :
1
Short Wall Length:
1
'Fall Height_
Roof DL:
20
Trrb_ Wildth,
3
Wa-11 ' e i ht:
10
DL factor:
0.150
Farce:
5084
Shear, V .
339
Taal .T.. '
457 -56
Short Wall O.T.M.
45756
ho @fl MR -
16875
Ll P i s
2,375
I n it[ a Is:
I[�
)cif
ft
lb
ft
ft
ft
pf
ft
psf
lb
plf
ft*lb
ft*lb
ft" l b
lb
iJ N �L L
Strap
NIA
all
A
Straps
H TT1
Wall'
Strap
H Til 6
Sheetp-
WIND DiTI BUT[EI
LO CATI O : Wind Normal to. Ridge
Ind Speed: 90
Ex p�o s ul re,
Foot type (flat/sloped): sloped
LATERAL L-OADS."
Story height:
Roof 8.5
Ind Floor 10 ft
Roof Press {psf}; 112
W8H P!'e55 (Psf}: 17.7
Ht. of Force
18.5
10.0 ft
LL CATION Wind Parallel to Ridgy
Wind Speed. 90
Exposure-
oof flab loped): sloped
LA-rKRAL LOADS*
Story heights:
Roof
2nd Floor
Project Name:
10 ft
Story force
:4 8�1�1
Cumlative force (pl
148 p�f
Pit
Foot Press (psi; 1
Wall Press p' 13.6
Int. of Force
0 ff
o. P d 4.
Story force
Project"
idg F _ D
4
ave ,
Ridge Ht: 25
E a ve H.t... 1&5
C. mlative force (p[
'lf
.Rt�a_�
In I ti a Is i
Date:
'Sheets
Code Search
I. Cade:
II, Occupancy:
«l.
Intern -ati n ] Building Code, - -1
Occupancy Group
Type of Construct -ion:
Fire Itinc,,,
Roof
Floor
IV Live Loads
Roof angle (0)
Roof 0 to 200 sf-.
200 to 600 s
over 600 s ft
Floor
Stairs& Ex* aysItw
Balcony
Mechanical
Partitions
ausirless
.
12 216dem
19 pf
._ R 0.019Area, but not less t%ari 12 psf
12 pf
V. Wind Loads ASC o 02
Importance Factor
Basicmind speed
irtl'n1iy d
Mean Roof Ht h
Parapet ht above grd
Exposure at ry
Enclosure Classif.
Interval pressure
Building length (L)
Lest width
Kh case 1.
Kh case
50
f
100
psf
100
pf
20
f
1,00
90 mph
0.85
22.5 ft
22,5 ft
C
Enclosed BuIlding
+-.1
100. 0 Ft
21.0 ft
0.925
0.925
T000graphic, Factor (&t)
Topography Flat
Hill Height (H) H< 15ft;exp C
Half H11 Length
(L h) 0.0 ft
1 a
Actual h 0.00
Use Lh — 0.00
mod" fi d Lh — .0 ft
From top of crest: x= 50.0 ft
Bldg up/down %N,. -'Ind?, downwind
H/Lh— 0.00
xt,/Lh = 0.00
AtNlean Roof t
t = 1 +KI K�KY`
Protect Name:
Pr oie C
0
V(74)
kAj I ..� X to C1 k �'n
LhH)2
ESCARPMENT
Speed-up
d o /nwt n d
1.00 2D RIDGE or 3D AXISYMMETRICAL HILL
,Ire itJ* a I .
Dade-, Sheet:
L_ 33 E
0
I
V. Wind Loads - Com orients & Cladding.; Buildin1
Kz = Ih (case I) = 0.92 GCP1=
Base pressure (q 16*3 psf a_
Minimum parapet height at buflding perimeter =
t
Area
Negative one I
Negative ane
Negative Zone 3
Positive All Zones
Overhang one
Overhancr Zone
IIs
Area
Negative Zone
Negative Zone
Positive Zone
'rapt
Im
Roof Angle = 22,6 deg
Type of roof = b1e
Alternate deli
e0 :t
0
n 0'h0'
TE: If tributary area is greater tan
700sf, MWFRS pressure rn N., be ns d.
16.3 pf
CASE A pressure towards building
CASE 13 pressure away from btfilding
W.
8 5 7 degrees and
Monoslope ::� 3 degrees
IP
Z. a
A
Monoslope roofs 100
Prosect Names
Solid Para
CASE A: Iu
C
CASE B . Interior zone
Cora er 0M
E0
MOWS,IoPe roof
100
Frit a
degrees
NJ
Iifl, alT
W
Oate.-,
degrees
3
ISheet:
GCp +/- GC,ai
Surface
Pressure(psf)
Userinput
10 Sf
So Sf
100 Sf
10 Sf
50sf
100 sf20
sf
70 sf
-1.08
-1.01
-0,'
-18 PSf
-16 7sf
- 16
Ps f
-1 s
-1.6
p s#
1.88
Do
r l
I psf
-20 5 psf
-22
pst
-, f
�
_2
p s
-2.78
-2, -3
-2-18
-4 psf
a� psf
-
p
-4 psf
R- 7
ps
0.68
0.54
0.48
11 psf.
10 psf
1
p's
1 psf
p
1
� s
L�
p
-36 s f
3
p' -. -
�-psf .-36
ps
70
!"�
' '
,4
41
-54 p
-44
ps
GCP +/-
1SU`FfacePressure
(psf)
User
input
10 sf
100 sf
500 sf
10 Sf
1 0 sf500
f
DO sf
200 sf
-1.28
-1.10
-0.98
-20.9 f a18.0
f
-70
s
pf
-
P
-1.58
�1. �
- -
- J. psf. - p
=1 R
p
- f
-1 _
ps
1.18
1.00 1
0.88
19,2 psf
16,4s
p'
14,E
psi
17-2 psf
15-5
psi
16.3 pf
CASE A pressure towards building
CASE 13 pressure away from btfilding
W.
8 5 7 degrees and
Monoslope ::� 3 degrees
IP
Z. a
A
Monoslope roofs 100
Prosect Names
Solid Para
CASE A: Iu
C
CASE B . Interior zone
Cora er 0M
E0
MOWS,IoPe roof
100
Frit a
degrees
NJ
Iifl, alT
W
Oate.-,
degrees
3
ISheet:
V. Wind Loads - MWFRS all h fEncIo PATH r -InII
Kh (case = 0.92
Base }pressure , = 16.3 Psf
Roof Angle 21-6 d�.
C
Roof tributes area -(4/2)L.-
(h/2) B :
1 125 sf
3
nl - cl ]
.
5 ft
L �- i 00. 0 ft
21.0 ft
GCPI +/41
0.85
q j =� qh
*Horlzon-tal distanCe from windward edge
jrtward m'''all Pressures at 5
Windward Wall
to 15' 0.85 1,00 10.E psf
0 ft 0.90 1.00 10.8 7t9
-3,13.7
3 ft 0,92 1.00 1 1 ,1
NOTE--
See
ESee figure 6-9 of AS CE7 for the appit catioll of fall and p artt al loading
of the above wind Pressures. `there are 4 different load" �
ing cases.
22.5 ft
0,92
16.3
Windwardparapet, 29.3 p 1- - + 1.
1, e ewa rd parapets -17 - s f =;Z 41.1
Pr- l ct
For monos] ope roofs, satire roof surfac.e is either windward
�Combmed WW + LW I or leeward surface.
Normal
to Ridge
17A p f
1 T7
18 .
�fnitials:
Parallel
to Ridge
km
12.9 psf
13.6
1-3,
LRI
WR
Wa
D.TcTIOIr
S�
I
��M
D==oiq
TO RJDE
�S W
Lw
V D R� �IK
Ite:
k-1
t
LW
D
foo T
� 0 [\� 10 U O!Vk 17-
X T,
MER"55Mn" now .1
Prolect Name:
P2
zo
I cln9
5-05
L
4-
A3
i
-Lb, f- Ib 01. )
Project #.-
f2,,, � ( Ss�f a, a)
Initials:
3,z3 Z-,
3,s-
ID t :
ISheet:
rl
Protect Nome',
r
z A
lo
Gj L
s 1z, X
PTC'eCt #'&
Init'lots.
Qa t;
0 L AT i;
Moo~
�Sheef:
a