HomeMy WebLinkAboutSTRUCTURAL CALCULATIONS - 13-00199 - The Mountain Lofts Parking GarageSTRUCTURAL CALCULATIONS
Mountain Lofts Parking Structure
Footing and Foundation Submittal
Rexburg, Idaho
PREPARED FOR:
Headwaters Construction
Logan Bingham
639 W. 9500 S
Victor, Idaho
May 24, 2013
p
MJSE 165WEST LOUISE AVENUE, SALT LAKE CITY, UTAH 84115 PH 801.326.8018
Mountain Lofts Apartments Parking
Rexburg Idaho
Level 4
Levels 2 and 3 are the same
fourth.cpt
5/23/2013
MJ Structural Engineers
RAM Concept C) 2013 Bentley Systerns, Inc.
RAM C.,,L'" is a Vedemark of Bentley Systems
5.0,2
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/
Materials
Concrete Mix
Mix Density Density For id f'c fcui fcu Poisson User Ed User Ec
Name (pcf) Loads(pcf) (psi) (psi) (psi) (psi) Ratio Ec Laic (psi) (psi)
5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000
PT Systems
Aps Eps rse
Type (sq. in) (ksi) (ksiJ
unbonded 0.153 28000 175
PT Stressing Parameters
system Jacking Stress Seating Loss Anchor
Name (ksi) (inches) Friction
1@" Unbanded 216 0.25 0
Reinforcing Bars
Ipu Duct Width Strands Min Radius
(ksi) (inches) Per Duct (feet)
270 0.5 1 6
Wobble Friction Angular Friction Long -Term Losses
Bar
Name
As
(sq. in.)
Es
(ksi)
Fy
(ksi)
coating
Straight
LdVb
90 Hook
Ld/Db
180 Hook
LdVb
#4
0.2
29000
60
None
Code
Code
Code
#5
0.31
29000
60
None
Code
- Code
Code
#6
0.44
29000
60
None
Code
Code
Code
#7
0.6
29000
60
None
Code
Code
Cade
SSR Systems
Stud Area Head Area Min Clear Head Speciried Stud
FY
Stud Spacing Rounding
Min Studs System
SSR System Name (sq. in.) (sq. in.) Spacing (inches) Spacing (inches)
(ksi)
Increment (inches)
Per Rail Type
1/2" SSR 0.196 1.96 0.5 None
50
0.25
2 Rail
Material
W Combinations
:ad LC
)esign Criteria: <none>
s: Linear
7 Standard Factor Alt. Envelope Factor
ad Loading 1 1
)ead Loading 1 1
+ Balance LC
)esign Criteria: <none>
s: Linear
Standard Factor Alt. Envelope Factor
ad Loading 1 1
Loading 1 1
)ead Loading 1 1
d Service LC
Design Criteria: Initial Service Design
s: Linear
Standard Factor Alt. Envelope Factor
gad Loading 1 1
Loading 1.13 1.13
ice LC: D + L
Design Criteria: User Minimum Design, Code Minimum Design, Service Design
s: Linear
Standard Factor Alt. Envelope Factor
ad Loading 1 1
e Loading 1 1
)ead Loading 1 1
arking) Loading 1 0
fined Service LC
Design Criteria: Sustained Service Design
is: Linear
o Standard Factor Alt. Envelope Factor
:ad Loading 1 1
e Loading 1 1
Dead Loading 1 1
arking) Loading 0.5 0.5
)red LC: 1.41)
Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
is: Linear
9 Standard Factor Alt. Envelope Factor
:ad Loading 1.4 0.9
tatic Loading 1 1
Dead Loading 1.4 0.9
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
Load Combinations - 3
Load Combinations (2)
Factored LC: 1.2D + 1.6L
Active Design Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
Analysis: Linear
Loading Standam'Factor Alt. Envelope Factor
Self -Dead Loading 1.2 0,9
Hyperstatic Loading 1 1
Other Dead Loading 1.2 0.9
Live (Parking) Loading 1.6 0
Mountain Lofts Apartments Parking - fourth.cpt -
Load Combination
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
:ment: Standard Plan
Wall Elements Above; Wall Elements Below; Wall Element Numbers; Column Elements Above; Column Elements Below; Paint Supports; Point Support Icons; Line Supports; Line Support Icons; Slab E
Import: User Lines; User Notes; User Dimensions;
1:160
ri
Element: Standard Plan - 5
Element: Standard Pla'
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
�ment: Standard Plan (3)
Element: Standard Plan - 7
i
Element: Standard Plan - 7
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2
Element: Slab Summary
Plan
Element: User Linea; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Point Springs; Point Spring Icons; Line Springs; Line
Drawing Import: User Lines; User Notes; User Dimensions;
T00=0
Scale = 1:160 t=7.5 t=14
t=7.5
TOG=O TOC=O
t=7183tf00
TOC=O
-
5000 psi psi-
TOM=0
5000 psi T(
5009* ipsi TOC=O
OC
OC TO7=O 50
1=L5
TOC -0 5000 psi
t=7.5 5000 psi
5000 psi t-7.5
TOC=O
TOC=O
5000 psi
5000 s
R-14
t=14
roc=0
TOC=O
5000 psi t=14
5000 psi
TOC
TOC=O �QQ 0 TOC -0
TOC
5000 psi
t=14 5000 psi N-Asi 5000 psi
5000 psi
TOC=O
5000 psi
soOaff
00
T00=0
1=7.5
c=0
5000 psi
TOC -0
O 80 psi
5000 psi
5000 psi
t=14 1=14
t-7.5
oc=6
TOC=O
TOC=ROC=O
5000 psi
t=7.5
5000 P5000 psi
t=7.5
TOC=O
t=14
TOC=O
5000 psi
TOC=O
5000 psi
5000 psi
t=LS
t=14
t=7.5
{LTW? 0
Tus,
-
1=14
TOC=O
fX Psi
t-
�gPs
TOC=OTOC=O
T�
1=14 5000
p6000 psi t=14
6000 usl
TOC=O
t=14 TOC=O
0
5000 psi
TOC=O 5000 psi
si
t=14
5000 psi
9i
TOC=O
6006 psi
5000 psi
TOC=O
IRS psi
TOC=O
t=14
6005 psl
TOC=O
TOC=O
5000 psl
NOR Psi
1=14
TOC=O
TOC=O
RZ6 psi
5000 psi
TOG=O
t'PP.g psi
TOC=O
Mill psi
t=7.5
TOC=O
5000 psi
$si
t=1�14
60U0 psi
TOUCIC=O
TopR-�TCc�,Oh3
101E=U
tairw Psi
5' WI
Iad6o
5000 Psi
t`w.4 psi
1=14
600�O psi
TOG=O
TOC=O
5000 psi
5000 psi
TOC
00
5000 psi
5 p
L=7.5
TOC=O
5000 psi
t=7 51 T C=0 roc=0
TOC Qpsl 5000 psl
500060d0 psi
t=7.5
TOC=O
5000 psl
E=7.5
TOC=O
5000 psi t=7.5
TOC=O
'=7.5 5000 psi
TOC=O
5000 psi_
1=14
TOC=O
5000 psi
1=7.5 1=7.5
TOC=O Too=O
5000 psi 5000 pq.7C=g
5000 psi
t=7.5
TOC=O
5000 psi
t=7.5
TOC=O
5000 psi
t=14 t=14
TOC=O TOC=O
5000 psi 5000 psi
t=7.5
roc=6
5000 psi
1=7.5
roc=0
5000 psi
1=14
TOC=01=7.5
5000 Pgoc=O
5000 psi
1=7.5
TOC=O
5000 psi
t=7.5
TOG=O
5000 Psi
t=7.5
Element: Slab Summary Pla
t=7.5
T00=0
1=7.5
5000 psi
TOC -0
1=7.5
5000 psi
TOC=O
'5660 pal
t=14 1=14
'=14
TOC=O
TOC=ROC=O
TOC=O
5000 psi
5000 P5000 psi
509a psi
trot=0
L=14
TOG=O
t=14 t=14
5000 psi
TOC=ROC=O
5000 psi
5000 {6100 psi
t=14
t=7.5
t=7 51 T C=0 roc=0
TOC Qpsl 5000 psl
500060d0 psi
t=7.5
TOC=O
5000 psl
E=7.5
TOC=O
5000 psi t=7.5
TOC=O
'=7.5 5000 psi
TOC=O
5000 psi_
1=14
TOC=O
5000 psi
1=7.5 1=7.5
TOC=O Too=O
5000 psi 5000 pq.7C=g
5000 psi
t=7.5
TOC=O
5000 psi
t=7.5
TOC=O
5000 psi
t=14 t=14
TOC=O TOC=O
5000 psi 5000 psi
t=7.5
roc=6
5000 psi
1=7.5
roc=0
5000 psi
1=14
TOC=01=7.5
5000 Pgoc=O
5000 psi
1=7.5
TOC=O
5000 psi
t=7.5
TOG=O
5000 Psi
t=7.5
Element: Slab Summary Pla
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
ment: Slab Summary Plan (2)
lab Elements; Slab Element Outline Only; Slab Element Thicknesses; Slab Element Elevations; Slab Element Concrete Models;
t=T.5
t=7.5.-.._
5%u 1.8
TOC
t=7.5
TOC=O
W4
1=T.5 0
TOC=O
OC=O
TOC=O
5000 psi
5000 psi
ISB® Psi
5000 psi
t=7.5
TOC=O
5000 psi
TC
MostTOC=O
pra{,p
5000 psl
5000
psi
TOC
ac=O
TIYC' i
TOC=O
5000 psi
V511(p)psi
t=5PTO psi
5000 psi
TOC=OC=O
t-14
,.,No psi t=14
1=14
t=14
R4
roc=0 TOC=O
TOC=()
TOC=D
TOC=O
PpPT psi 5000 Psi
5000 psi
t=14
d" psi
TOC=o
=0
TOC=O
19)
6008 psi
t=14
fa4i
TOC=O
TOC=O
t=7.5
t=7.5
SPO➢psi
5000 psi
5000 psi
t=Z5
TOO=D
TOC=O
TOC=o
5000 psi
5000 psi
t=7.5
t`8l°�si
5000 psi
TOC=O
1=7.5
9800`.psi
"U5psi
TOC -0 t=T.5C=0
TOG=O
5000
Psi TOO_p� O Psl
5000 psi
5000 p9bas",
TOC=O
60()6 psi
TOC=0
5000 psi
t=T.5
t=14
9
TOC=O
T R b
5000 psi
1=1d
psi
�1
TOC=D
1=14
5000 psi
si
TOC=O
5000 psl
O
TOC -0
5000 psl psi
5000
5000 psi
t=7.5 t=7.5
pi TOC=O
t_5000 psi
t=].5
isl _. _..
TOC=D
5 A
5000 psi
i
5000 psi
t=T.5
W%-()
mil
W4
TOC 0
$sl
5000 psi
t=14
9eUb Psi
roc=D
7£10=0
TOCOC=O
5000 psi
5
5000 psi
S6"
p
5000000 psi
t=Z5
T 0
psi
silrb psi
T =
t=T.S
TOC=O
5000 psi
t=].5
TOC=O
5000 psi
t=14
TOC=O
5000 psi
t=z5
TOC=O
5000 psi
t=T.6
TOC=O
5000 psl
t=7.5.-.._
5%u 1.8
TOC
TOC=O
5000 psi
W4
1=T.5 0
TOC=O
TOC=O
5000 psi
ISB® Psi
5000 psi
1-
TC
MostTOC=O
pra{,p
5000 psl
1=7.5
t=7.5
TIYC' i
TOC=O
5000 psi
t=5PTO psi
5000 psi
t-14
TTOpi
psi
TOC=O
t=14
R4
5040 psi
TOC=D
TOC=O
5000 psi
t=14
d" psi
=0
TOC=O
19)
ipsi
5000 psi
fa4i
TOC=O
t=7.5
t=7.5
5000 psi
TOO=D
TOC=O
5000 psi
5000 psi
t=7.5
TOC=O
"U5psi
TOG=O
5000 psi
t=14
TOC=O
5000 psi
t=z5
TOC=O
5000 psi
t=T.6
TOC=O
5000 psl
Element: Slab Summary Plan - 9
t=7.5.-.._
TOC=O
5000 psi
W4
m14
TOC=O
TOC=O
5000 psi
5000 psi
1-
TC
50
so
t=7.5
TOC=O
5000 psi
Element: Slab Summary Plan - 9
Element: Slab Summary Plan (3)
t=7.5
t--7.5
t=7,5
t=7.5
_
TOC=O
TOC=O
5000 psl
roc=0
TOC=O
5000 psl
5000 psi
psi
5000 psi
5000 psi
TOC 5000
t=14
t=7.5
5000 psi
5000 p
V:7.5
t=7.5
TOC=O
roc=0
t=7.5
TOC_
TOC=O
5000 psi
t=7.5
t=7.5
5000 psi
t=14 5000 psi
5000 psi
TOC=O
TOC=O
TOC=O
5000 psi yppp psi
5000 psi
5000 psi
TOC=O
5000 psi
5000 psi
t=7.5
t=14
t=14
TOC=O
TOC=O
1=T5
5000 plot=O
5000 psi
t=T.5
TOG -0
5000 psi
14 t=14
)C=0 TOC=O t=7.5
00 psi 5000 psi TOC=O
5000 psi
t=7.5
TOC=O
5000 psi
V:7.5
TOC=O
5000 psi
V=14
roc=0
5000 psi
t=7.5
Toc=O
5000 psi
V;7.6
TOC=O
5000 psi
t=7.5
TOL=O
5000 psi
W4
TOC=O
5000 psi
Mountain Lofts Apartments Parking - fourth,cpt - 5/23/:
Element: Slab Summary Plan
I
t=7,5
t=7.5
_
5000 psl
roc=0
TOC=O
psi
5000 psi
5000 psi
TOC 5000
t=7.5
5000 psi
5000 p
V:7.5
t=7.5
t=14
roc=0
t=7.5
TOC_
TOC=O
TOC=O
5000 psi
5000 psi
t=14 5000 psi
5000 psi
5000TK-o roc=0
TOC=O
5000 psi yppp psi
TOC=O
5000 psi
5000 psi
t=14
t=14
TOC=0=14
TOC=O
1=T5
5000 plot=O
5000 psi
TOC=O t=14
[.7.5 5000 psi
1=14
1=7.5
0-0
-As,
TOC=O
TOC=O
5000 psi
5000 psi
5000 psi
1=7.5
V=14
t=7.5
TOC=O
1=7.5
TOC9014
TOC=O
TOC=O
5000r"=0 5000 psi
5000 psl
5000
psi
V=14
t=14
TOC=O
TOC=O
0
5000 psi
5000 psi
w0
t=14
5000 psi
TOC=O
t=7.5
5000 psi
t=7 5
TOC=O
TOC=O
t=14
5000 psi
TOC=O
t=7 5
1=7.5
5000 psi
TOC=O
TOC=O
1=14
5000 psi
"
5000 psi
Element: Slab Summary Plan
I
TOC -0
t=7.5
_
5000 psl
TOC=O
psi
TOC 5000
5000 psi
5000 p
1=7.5
t=7.5
TOC=O
TOCLJ4 t=14
5000 psi
5000TK-o roc=0
t=14
5000 psi yppp psi
TOC=O
5000 psi
t=14
TOC=0=14
1=T5
5000 plot=O
TOC=O t=14
[.7.5 5000 psi
5000 psi
TOC=O
0-0
-As,
5000 psi
5000 psi
1=7.5
TOC=O
1=7.5
5000 psi
TOC=O
5000 psl
V=14
1=7.5
TOC=O
TOC=O
5000 psi
5000 psi
t=14
TOC=O
5000 psi
t=7 5
TOC=O
5000 psi
1=14
1=7.5
TOC=O
T C=0
5000 psi
"
OG
5000 psi
Element: Slab Summary Plan
I
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
:ment: Supports Below Slab Summary Plan
User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete Models; Colm
Import: User Lines; User Notes; User Dimensions;
1:160
sGn9
b -1P
tl:n I
h 1 v11,
yC
:OO Psi
hIF I: le
I:f
xfi�H'3�' Y„.o
Element: Supports Below Slab Summary Plan - 11
i
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/7
Element: Supports Below Slab Summary Plan (2)
mn Elements Below', Column Element Dimensions; Column Element Heights; Column Element Fixity; Column Element Concrete Models; Point Springs; Point Spring Icons; Point Spring Values; Point Seri
d•tli=ti _ .
Fps F i 2qc' W nl 4�1e-rt � Fr R I
Fly Rigid =ilex Ru...:
Stlni 9��psl i0(J p=
C=r9r1
L-ItL19
Pul+?.nil?i&�•hd
6i£tln• u
3�XIfilO;.=1
, 11
1, lr;
1U
Fe Frt Rl, d
iv4<
n=h,
II=1aim
n=I�
:-
Element: Supports Below Slab Summary Plan
Mountain Lofts Apartments Parking - fouith.cpt - 5/23/2013
ment: Supports Below Slab Summary Plan (3)
rue Springs; Line Spring Icons; Line Spring Values; Line Spring Elevations;
Element Supports Below Slab Summary Plan - 13
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/:
Other Dead Loading: All Loads Plan
Other Dead Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load leans; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Loac
Drawing Import: User Lines; User Notes; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = M 60
0Fr.M ,Fz=0.28 - S.
Fz=0.28 Fz=0.28'x' '
Fz=0.28
Fz=0.28
cl�Fz=D.FB. Fr-O.PBr, .,
Other Dead Loading: All Loads Plan
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
ter Dead Loading: All Loads Plan (2)
Fx=O 20 , �Fz-0 28 Fza0.38
—__— Fz=U.28 Fz--0.28 FV -0.228
Fz=0.28
F,0.28�- - Fr-Q.2B
Other Dead Loading: All Loads Plan - 15
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/:
Other Dead Loading: All Loads Plan (3)
.. F,0.28 ..Fz=0.28 Fz=0.28
F,0.280
Fz=0.28
Fz=0.28
F,0.28
Fz=0.28
Fz=018`
Other Dead Loading: All Loads Plan
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
e (Parking) Loading: Std Reactions Plan
ring) Leading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Values; Point Load Icons; Line Loads; Line Load Values; Line Load Icons; Area Loads; Area Load Values; Area Load 1.
mport: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
'.160 Fr=2.43
Ling)Loading- Reactlon Plot: (Wall Below,Column Below,Polnt Spdng,Lins Spring,Point Support,Lime Suppon)(FgFs,F2,Mr,Ms,Mz)(Standard Contest) 5Fz=12.1
Fz=40
Y Mr�.52e44
y
g8.
1L4A4 rc
uLLL
9L'tl=s(V
14-1W
t-=sj
=-1
VE 'L -=1j
t'ZLx'sry
1'CL=1�!
V'9E=
LZ=sj
as I'A
L'ZL=sW
of =1W
1'9E=tj
El, Z-=sj
ZY'9=aW
S'6=1W
C'EE=xj
ZV't=sg
Av' =aW
00'9=1W
L'6Z=vj
LZ't=aj
96S'0=rj
z -
o
S'Z=1)N
90 C=
'ad
sing=,j
Z8'P=sW
b'oz-=1W
L'Ltrz4
90V=sj
f�L'9.-Jj
S
9L'C =sW
LV'9-=1W
6'9Z=aj
LZ'L-=sj
�S'0=rj
S
Fr=1.43
5 Fz=12.1
Ms=10.9
Live (Parking) Loading; Std Reactions Plan - 17
Mountain Lofts Apartments Parking - fourth.cpt -
Live (Parking) Loading: Std Reactions Plan (2)
Fr -.2.53
Fs=3.75
Fn8.28
Fr --2.93
Mr= -24.9
Fs=2.31
Fs=2.74
8'VZ=+W
8 Fz=19.6
5 Fz=42
99'Z=sj
Mr -15.7
! Mr=17.9
ttii
6Bb'sW
i1
!PtS=5,j5,Ms=-R55
Ms=.3
V'LL'=+W
Z'S V=z
•.
L'tV=�
L'6t=
99'Z-=sj
LE'Z-=sj
L9'Z-=ij
89'9=�j
Fr -.2.53
Fs=3.75
9'94=sW Fr --2.48
L'VZ—M Fs=3.68
9V=zj s Fz=d6.7
LC£-=sj Mr=24.5
Ms=.h&3
S
6'B L=sw
S Fz=46
Fr= -2.87
Mr= -24.9
a11
9'9L=kW-
',Ms=h6.6
8'VZ=+W
d"6L=xi S Fz=19.5
9V=
99'Z=sj
VL C=U
- Mr= -16.9
CS Z-13
9.9'9=Fj�s_MsF�`4.5
Ms _�6.9
S
S
9'94=sW Fr --2.48
L'VZ—M Fs=3.68
9V=zj s Fz=d6.7
LC£-=sj Mr=24.5
Ms=.h&3
S
6'B L=sw
9'LS-=sW Fr -8.22
Fr= -2.87
,Lt=IW
9'SL-W Fs=.222
Fs=.2.6
L'tV=zj
d"6L=xi S Fz=19.5
S F,41.7
99'Z=sj
SE'Z=sj -- M,-14.7
- Mr= -16.9
�9-Z'=y,
9.9'9=Fj�s_MsF�`4.5
Ms _�6.9
S
S
Live (Parking) Loading: Std Reactions Plan
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
re (Parking) Loading: Std Reactions Plan (3)
Fr --1.17
5 Fx=12.2
-iMx=_V2ea4 -- —__-_ Fr -40'.':
F'
9.625 Fr -.1.37 Fr --2
F,U2 FS -1.25 Fs=2.54
5 Fz=29.1 5 Fz=32.1 5 Fz=37.5
,eMr4.71 Mr -8.5 Mr=17
Ms=.18 Ms=9 01 `2MS V.3
Fr=0.743
F,1.94
33„ n,t
�3N"l
F,3.03
5 F 4 7
F,1.76
5 Fz=36.1
ry o
- Mr=30.2
Mr=41.5
m
M,.8.01
Fs=1.05
5 Fz=34.9
N �
LL�LLff
y..
F
Fr -0521
Fr=0.404
33„ n,t
�3N"l
1
Fs= 1.27
Fr --0.582
Fr -.0.879
m
Fs=2.94
Fs=1.05
5 Fz=34.9
5 Fz=41.3
5 Fz=38.9
Mr=19.7
Mr=Z03
¢ .22 ,
""Ms --R3.9
- Ms=N8
.,Ms=..47
Fr -0521
Fr=0.404
1
Fs= 1.27
Fs= -0.594
0
5 Fz=28.8
5 Fz=34.9
Mr=8.58
Mr --3.97
¢ .22 ,
.,Ms=..47
M, 67
Fr -0.077
8 Fz=11.7
Ms= -y7.19
I
Live (Parking) Loading: Std Reactions Plan - 19
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/21.
Dead + Balance LC: Std Reactions Plan
Dead * Balance LC: User Lines; User Notes; User Dimensions;
Drawing Import: User Lines; User Notes; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element OutlinFPCOtp
Scale =1:160 Fz=18.4
Dead Balance LC -Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point SuppoMLine Support)(Fr Fs,Fz,Mr,Ms,Mz)(StandarEContest) SMr=9.85e-13
Ms=18.8
ld,.*81e43
S s
60'C-=sW
9'1,=SW
n ^ u
e'LL=rW
90L=zi
a EzIw
00L=zi
LLLLLLS�
0'CL=si
MM '
y.. �
a
5Z'Z=sjy'
9U'9 stY
'
E'CP=zW
0'SZ�=KY
6LL-
Z'86=�1
ZOL=Y�I
0'S=si
to vV=si
90'9'=si
L6f'0=zi
6C8'0=zi
S s
60'C-=sW
9'1,=SW
n ^ u
e'LL=rW
90L=zi
a EzIw
00L=zi
LL n[
0'CL=si
99'9=si
LL LLW'
9
S
6'96=>St
6LL-
_
0'S=si
LZ'S=Si
L'P=ti
L'L=+i
?Ww'o�4
eii£f�
S'LZ=3W
d9'9'=sW
Z LC-=zW
L'0V =.W
9'66=zi
6U=z4
v m L
9Z'S-=si
VS'S`=si
Vl ♦.
i
S s
Fr -8.91
Fz=18.4
S
M12 14e.14
Ms=16
,- Mz=&57e-14
Dead + Balance LC: Std Reactions Plan
60'C-=sW
9'1,=SW
n ^ u
e'LL=rW
90L=zi
a EzIw
00L=zi
LL n[
0'CL=si
99'9=si
9
S
Fr -8.91
Fz=18.4
S
M12 14e.14
Ms=16
,- Mz=&57e-14
Dead + Balance LC: Std Reactions Plan
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
ad + Balance LC: Std Reactions Plan (2)
L'UZ=SW
F,5.01
Fr --0.17
Z'98=,W
F,13.1
Fs=15.5
OCL=zj
S Fz=63.9
S Fz=130
SL=Sj
M=69.1
{ Mr=89
tt11
L`OZ=FP7
H
hi=' w . 'Ms=W.9
Ms o�i
L'L8 =,44
9'[9-=,14 ..
.
O£L=v
L'C9=>I
C'St-=sj
9'zt-=si
zo-=,j
9'9=,j
L'UZ=SW
r%=sW Fr=.5.12
Fr= -5.21
Z'98=,W
9'99=,W Fs= -12.6
Fs=f.98
OCL=zj
L'E9=zi8 Fz=63.6
S F3=117
SL=Sj
EL=sJ M,66.1
Mr --52.3
M,U.8
9
S
9'Zs=,W
LLL=�I
90'L=Sj
SZ 9 =,j
LZ=sW
Fr -.5.16
6'ZS-=,W
F,7.06
LR=.j
S Fz=118
LL L-=sj
Mr=52.3
S
L'UZ=SW
r%=sW Fr=.5.12
F,- .91
Z'98=,W
9'99=,W Fs= -12.6
Fs= -149
OCL=zj
L'E9=zi8 Fz=63.6
S Fz=130
SL=Sj
EL=sJ M,66.1
I Mr= 85.3
M,U.8
9
S
Dead + Balance LC: Std Reactions Plan - 21
Mountain Lofts Apartments Parking - fourth.cpt -
Dead + Balance LC: Std Reactions Plan (3)
Fr= -254
Fz=18.7
6 Mr=2.81e-13
Ms= -14.5
_'Mz=k69e-12
Fr=0.909 F,0.1 39
Fs=5.5 Fs=11.9
8 Fz=102 5 Fz=97.7
Mr -25.3 Mr -67
Ms=1.5 Ms=&03
Fr=1.02 Fr --3.54
F,4 89 Fs=3.97
5 Fz=119 8 F2=99
Mr=37 Mr=30.3
Ms=_d.73 F. Msr�e.9
Fr=20
Fs=15.2
8 Fz=141
i Mr --86.6
Ms a21
Fr -0.431
Fr --3.43
33TTT
Fs= -5.13
Fs= -11.4
6 Fe -99.9
8 Fz=111
m
Fr=0.676
Fr --2.42
Fs=5.4
Fs=4.07
6 Fz=118
8 Fz=101
y...„
Mr=39.4
Mr -29.2
Fr -0.431
Fr --3.43
Fs= -5.13
Fs= -11.4
6 Fe -99.9
8 Fz=111
MI.24
�- Mr= -64.7
1111s= -R3.08
* M5=a T5
y...„
F' =4.97
Fz=17.4
8 Mr=6.15e-14
M5=-0]
,i Mz=W57e-14
Dead + Balance LC: Std Reactions Plan
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
-tored LC: 1.21) + 1.6L: Max Mx Plan
LC: 1.2D ♦ 1.61-: User Lines; User Notes; User Dimensions;
Import: User Lines; User Notes; User Dimensions;
Well Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
160
LC: 1.20 + 1.61 - Bending Moment Plot (Maximum Values) (x -Axis Direction)
ne Contour =1 Kips
lin Value= U.55 Kips@(16.14,104.3) Max Value= 35.67 Kips@(46.5,63.92)
0 0
0 0
Factored LC: 1.2D + 1.61- : Max Mx Plan - 23
-
-.
0
,.�
5
0
py
0
0
0
0
p
0
V
yE
Factored LC: 1.2D + 1.61- : Max Mx Plan - 23
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/:
Factored LC: 1.21) + 1.61-: Max Mx Plan (2)
.5
-_.0 -0 _. - - -_. 0. -5- 5- 510x:.._.._5-_- ° __. .- ._ 0 00._.0_
5j
0 �,�, -5-5
5
"0_.-.. _.0._---5-5 __._-___.._. __. 0._ 5_ - p __.0:. 5_-c-. _—.
0 0 0 0
0
0
- 0 5.
0
0
0 0
0
0 0
° o
0 __. 5 _0 _ 0 0
5 5
00 _. 0 _0. -.
f0
0
Y OS
0, .
0
0
0
s
5
._ 5 5 _ _ 1.L b15._
0 °
° 0 0
0
0
5 0 ` 5
� r -5
Factored LC: 1.2D 4 1.6L : Max Mx Mar
-
_ 5
0
0
0
5 0 ` 5
� r -5
Factored LC: 1.2D 4 1.6L : Max Mx Mar
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
stored LC: 1.2D + 1.6L: Max Mx Plan (3)
0
0
'-5. _ _.._. _ v:5_5�_ _._ _ 0l.
0 '-15 0 10
'.5.
0 0
0
0
0
0 0 0 0 0
0 5
0 5
3
0 0
'v U _ 0'"1010
05 0.. ..5
5.
0 0
0
3W
5
0
0 -5 10 10 t
0
5 55
0 0 5
0
0 0. - 0
0
.5 5 5
_. .5
0 0
Factored LC: 1.21D + 1.6L : Max Mx Plan - 25
Mountain Lofts Apartments Parking - fourth.cpt -
Factored LC: 1.21) + 1.6L: Max My Plan j
Factored LC: 1.2D • 1.61-: User Lines; User Notes; User Dimensions; f
Drawing Import: User Lines; User Notes; User Dimensions;
Element: Well Elements Below; Wall Elements Mow; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale =1:160
Factored LC: 1.2D 4 1.61- • Bending Moment Plot (Maximum Values) (V -Acis Direction)
One Contour =1 Kips
Min Value= .34.28 Kips @(16.3,103.9) Max Value= 29.25 Kips @(17.76,75.58)
0
0 0
I
5-=0..10
,10 15 ,� 0
7r .10
0.ry
e10.-_ <-..w10r.15_.,. _ 5.56
0 ,
0
i
i
- 0 -0. 0
5 5
0 0
i
0
0
n°
10 'f
i 4 5 5 10 -
5
5
- — 10.. -_—_ 310.._.. 5 a5'.. -- —
_.0 5.. °
0 0 0" U
0
0
)
0 0
5 5
0 - - 0 0 0
0 0 0
0
0
Factored LQ 1.2D + 1.61- : Max My Plant
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
stored LC: 1.21) + 1.61-: Max My Plan (2)
0
0 0
0 0
0 0 0 0 0 0
,..:_..... .-.5—'15 5-10-
_._..15.5--10.:: __�10, 5__s_�_�._.-_.__-.5. 0 0
15 Ya 0 0
10;
5
_5_ 0 5._`..10-5_,_ 15 5_. 0 .lt115 0
0
0
0 0
0
0
0.__1 5
20 5 20 20 5 0 5
5 5 10
20
5: 00 15-_�--^20� Sl.�_..1U-.... r0 1U. •15 1U-- '2(15-15-10 _. 5. 0
0 0 0 0
00 0
0 0
0 0 0
0
0 5 5. _diy.. 10-10.x.. _ 26 5
-vs�-_ _
0
55 15 15
20
f0
5
0 0
0
0
0 0
0
0 0 0
0 ,.-15-^'__.
Y
10 10 is 5
5 5 1
L 0 10
10^� - Ip'.�-_f0_'5!15—•15_..___:. _.. ___.,.10-'f0-10.
0 0 0 0 0 0.
0
0
0
0
Factored LC: 1.2D + 1.61F : Max My Plan - 27
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/:
Factored LC: 1.21D + 1.61-: Max My Plan (3)
0
0
0
° ,5. - - 5 -10 .S -10 ]0-15�� 5`a.
5.: -10 -
5
5-25
h?'; .20
10
-_ 5' _ . ___.. _.—.___., 10-w-�:.a.__-..._-5_._.... .5,10-
20.�a20i'.".25
M
0
0 5
0
0 U 0
,.. 10 v
0 III 10 5
0
5
0 0
0
0
0
0
0
J,
0 0
5 5 0
I
5 5 5 ;.m 0 10 10
0 5.
0
s
Factored LC: 1.2D + 1.6L : Max My Plar
00
0
0
5
-5
5 5
_..—_..5
_.
0
__ 5 ._-
55
5
0
5
5
0
0
0
0
5
0
0
0
Factored LC: 1.2D + 1.6L : Max My Plar
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
-tored LC: 1.21) + 1.6L: Std Reactions Plan
LC: 1.2D+ 1.6L: User Lines; User Notes; User Dimensions;
Import: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outlinfafti,
:160
Fz=45
LC: 1.2D♦1.6L-Reaction Plot: (Wall Below,Golumn Below,Poin[Spring, Line Spring,Poinl Support,Line Supports(Fr,Fs,Fz,MgMs,Mz)(Standartl Context) SMr-7.13e-12
r ,�Ms=46.5
Mzc�.36e-13
mraN
L'ES=sW
E'LL-=sW
9
1'09=•1.
=sYi
f f
L'OLm
SLL=
L 6L
ygB=s
ot-
�i
ur -
tt11
L�iZ=�jV
aS L-`-sW
LLN.
OLL-=�W
ZZ'B-=N.i1'
691=
S9L=-j
•r
6'9 L-=sj
L=sd
S9Z-=Id
CL'Z=Id
LI,
Fr -12.1
Fz=45.1
5 Mr2.46e-14
Ms=40.6
Factored LC: 1.2D + 1.61- : Std Reactions Plan - 29
L'ES=sW
E'LL-=sW
iw
1'09=•1.
=sYi
L' x
u.N
LL F F LL
L'OLm
SLL=
L 6L
ygB=s
ot-
"
604=sd
I "=sd
LLN.
CE'k=rj
L'Z-JJ
Fr -12.1
Fz=45.1
5 Mr2.46e-14
Ms=40.6
Factored LC: 1.2D + 1.61- : Std Reactions Plan - 29
L'ES=sW
E'LL-=sW
a
1. 99'=IW
f; MIN
d
61 L�zd
60Z=z4
v m iiL6"6'=5jIL
0'LL=0j
Zl-=sd
LLN.
•r
5
t
S
S
Fr -12.1
Fz=45.1
5 Mr2.46e-14
Ms=40.6
Factored LC: 1.2D + 1.61- : Std Reactions Plan - 29
B9'6=sW
6'ZL-=5W
VOL=JW
SS'9=,W
d
61 L�zd
E9L=2j
0'LL=0j
9'Z=sj
u
5
S
Fr -12.1
Fz=45.1
5 Mr2.46e-14
Ms=40.6
Factored LC: 1.2D + 1.61- : Std Reactions Plan - 29
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2
Factored LC: 1.213 + 1.61- : Std Reactions Plan (2) j
F,10.7
Fs= -15.1
ZL✓=sW
Fr -13.5
Fr=.10.8
tUlw
Mr --106
Fs=19.2
F5=22.5
£ZZ=.i
6
F,108
8 Fz=223
LL3
t'6t=sd
M,109
Mr=135
t�1L
MM
io
r, Ift=4.6
s
ZLL<sY/:.'.Ms-
z£P=JW
LOt'=5
£ZZ=V
803
IW5.
Lzz''A
9'9L'=5a
9.0P=L2
6'£L=1j
F,10.7
Fs= -15.1
8'Z9=sW Fr- 10.5
9DL-='W Fs=15
LR=Ti S F,217
Z'S L'=5a Mr -105
9
8'Z9=sW
ZL✓=sW
9 Fz=217
F,10.4
tUlw
Mr --106
'
of-,
Fs= -21.6
£ZZ=.i
9L=�
5 Fz=107
S F.-223
LL3
t'6t=sd
M,1 04
L'St=SJ
£L=tip{,Ms=a08
L'0L-=Li
„kisf=.2
s
9
A
IW5.
8'Z9=sW Fr- 10.5
9DL-='W Fs=15
LR=Ti S F,217
Z'S L'=5a Mr -105
9
8'Z9=sW
ZL✓=sW
Fr= 13.2
F,10.4
tUlw
60WW
F,.18.4
Fs= -21.6
£ZZ=.i
80L=�d
5 Fz=107
S F.-223
9'LZ=si
t'6t=sd
M,1 04
Mr -429
£L=tip{,Ms=a08
„kisf=.2
s
9
Factored LC: 1.2D + 1.61- : Std Reactions Plar
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
-tored LC: 1.213 + 1.61-: Std Reactions Plan (3)
1
F=26.5
Fz=45.1
a
Ms=,-01.54is M-iJ
�
F =2.31
F, 3
Fr -25.3
F,18
Fs=15.5
Fs=22A
5Fz=166
S F,169
8 Fz=229
Mr -1.45
- Mr -91.1
Mr=133
;., Ms=_a 5.9
_Ms=�4.8
` Ms=a56
q'
Fr -2.64
Fr --7.8
Fs= -11.3
8 FI -209
Fs= -2,01
B Fz=111
n ^ o R "�
^Mr= -19.1
M,55.1
Me=�6.9
Fr=5.21
F,43.2
5 Mr=6.68e-14
Ms= -11.6
I Mz=V9e-16.._ _.
Factored LC: 1.21D + 1.61- : Std Reactions Plan - 31
w a
LLLLLLfF�
N
33a
& m
Fr=1.93
Fr= -4.21
N
Fs=11.6
Fs=6.31
0 FZ-208
8 Fz=186
Mr --81.1
Mr=44.5
'Ms- 3.9
F' 1.58
-2.64
Fr
Fs= -2.54
0 Fz-163
Fs= -13.6
5 Fz=189
y. c'n n?
t
+M1-6.5
-r Mr= -19.2
0.1
.i. Ms=a2.3
LLN...
Fr=5.21
F,43.2
5 Mr=6.68e-14
Ms= -11.6
I Mz=V9e-16.._ _.
Factored LC: 1.21D + 1.61- : Std Reactions Plan - 31
N n n n � .. n n n m n n n st m n n n n n n n n n n n
sra
e
a
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2
Manual Latitude Tendon:
Standard
Plan
v
a
`s
Manual Latitude Tentlon'. Tendons, Num Strands; Tendon Infection Radio; Jacks;
Tendon Points; Profile Values,
User Notes; User Lines;
User Dimensions;
N
N
Drawing Import: User Notes; User Lines; User Dimensions;
N
N
N
N
N
Element Wall Elements Above; Wall Elements Below; Wall Element Outline Only.
Column Elements Above; Column
Elements Below;
Slab Elements; Slab Element Outline Only;
e
n n
Latitude Tendon Parameters; Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral;
Distributed Tendon Description; Distributed Tendon Overlap Areas;
Profile
Paints; Profile Ele
Manual Longitude Tendon: Tendons; Tendon Points;
or
n
in
n
n
ce
ce
Scale =1:160
co
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in
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N ce VIS N n N y�j Vi y�j N'e
N o' N n N n Vl n
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Vr. n N n
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Manual Latitude Tendon: Standard Plan
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
nual Latitude Tendon: Standard Plan (2)
Nofile Nodes;
y) f N f N ' N ` N ^ N ' N ! N ' N ' ✓� ' N f N V� ' N ^ N ^ VI f N ' Yl ' ✓i ' 1� ! Vl ' N ! N ` N ' Vi ' m y
N. ' N '. N. n. ^. ' N. in M. N. Vl. '. N�. N. ! m '. N f N ' n A
Vl n N N VI vNi N uNi N vii N vNi N N N u�i Vi u�i N n N n N N �n N y�j VI uNi N vNi V) u�i Vl uhf N u�i N y�j N vii UI vii M �n N N V) n m M
n n m M m N n m m m u u m n m M m m m n n n m n n n
N N N N N N N N- N N N N N N N N N N N N N N N N N N
M
M
n
m
n
M
n
n
b
M
n
m
m
m
m
M
M
m
m
n n
n
eNl
rNi
n
n
m
m
n
n
n
b
N
M
h
n
m
n
m
n
n
n
m
M
n M
m n
m
M
n
n
M
m
N
u
m
m
n
m
m
fi
N
M
M
n n
m
n
tai
-Ni
rvNi
rNi
n
n
n
n m
eN1
M
m
n
n
m
m
n
b
b
h
n
m
n
n
n
n
n
n
M
h
M m
n n m M m N n m m m u u m n m M m m m n n n m n n n
N N N N N N N N- N N N N N N N N N N N N N N N N N N
vyi N uNi vii uNi vii � vNi N N N uyi uNi N r vyi vyi N N u�i N vNi N VI u�i N uNi u�i
N N N N N N h n N u�i u�i N vii �f N N N n n uNi n V✓ � n n uNi
Manual Latitude Tendon: Standard Plan - 33
m
m
n
n
n
b
N
M
h
n
m
n
m
n
n
n
m
M
n M
m n
m
M
n
n
n m
eN1
M
m
n
n
m
m
n
b
b
h
n
m
n
n
n
n
n
n
M
h
M m
vyi N uNi vii uNi vii � vNi N N N uyi uNi N r vyi vyi N N u�i N vNi N VI u�i N uNi u�i
N N N N N N h n N u�i u�i N vii �f N N N n n uNi n V✓ � n n uNi
Manual Latitude Tendon: Standard Plan - 33
Mountain Lofts Apartments Parking - fouith.cpt - 5/23/:
Manual Latitude Tendon: Standard Plan (3)
n vNi uNi N vNi iNn N vNi N n uN+ vN. uNi Nn uNi N
m n rNl iN'1 M n n m n n m n m m n m M n b tl b rNl M N
m n n iN'f M n m m n n n n n n m n m m u b N M n b
p N N N
N @ N N N
n n n n n ,�/� n n n .N. n n m n n n n m ' ' •- n n n
M m Ni m M m n m m m m m N m n m rNl m � � b Ni Ni b
N N
N
m m n n n m m N yNj N yNj N vNj N Nj N uNj N Nj N n N h N h m
M m n rNi n n n n N f N vNi N f N vNi N H N' N' N' N' N' yo
Manual Latitude Tendon: Standard Plan
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
nual Longitude Tendon: Standard Plan
ongitude Tendon: User Lines; User Nates; User Dimensions; Tendons; Num Strands; Tendon Inflection Ratio; Tendon Points; Profile Values; Jacks;
Import: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
e Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Points; Profile Elevatl
:160
5 _ _ 135_
11.3 _
13S
5.5
13S
11,3
13S
135
_ 1.75
_ 13S..
_ 11.3
13S
1.75
} 7S
11.3 _
7S
5.5
7S
11.3
7S
1.75
11.3 _
13S
1.75
,5 13S
_11.3.
_ _ 13S
5.5
13S
_- 11.3.
135 _
1.75
13S
11.3
13S
1.75
7 135
11.3
13S
1.75
13S
11.3
13S
1.75
138
11.3
135
1.75
.7. _13S
11.3
13S
1.75
13S
11.3
13S
1.75
13S
11.3 _
13S
1.75
,7 13S
11.3.
-13S
1.75 ____135
_
it.3
_ 13S
1.75
. 13S_
,.. 11.3
13S
1.75
7 135_ _.
11.3.
_ 13S
1.75
13S
11.3
13S
1.75
_ 13S
11.3.
_ 13S
1.75
7 13S
_ 11.3
13S
5.5
13S
_ 11.3
13S
1.75
_ 135
11.3
13S
1.75
7 135
11.3
135
SS _
135
11.3
135
1.75
135
11.3
135
1,75__
Manual Longitude Tendon: Standard Plan - 35
Mountain Lofts Apartments Parking - fourth.cpt -
Manual Longitude Tendon: Standard Plan (2)
Ion Values; Profile Nodes;
135
11.3 _
11.3
130
1.5
13S
BHB
13S
1.5
135
11.3
13S
13S
7
13S
11.3
135
1.5
13S
8.38
13S
1,5
13S
11.3
13S
7
135
11.3
13S
_. 1.5
13S
8„8
13S
1,5
13S
_ 11.3
_
13S
13S
11.3 _
135
1.5
130
13S
11.3. _
135.
1.5
13S
7�7 _ _
13$
1.5
13S
11.3
13S
7„7
13S.. _.
1.5
13S
11.3
13S
_ Us
11.3 _
135 _
1.5
_. 13S
7.17 _
_ 135
1.5_ _
13S.
_ _11.3
_ _ 11.3
135
_ 11.3
13S
1.5
13S
_ _ 117
13S
1.5
135_
_ _ 11.3
135
135
_
11.3
..135.
1.5
13S
_ _ B 16
13S
1.5
_13S
_ _ 11.3
_
135
7
133
11.3 _
13S
1.5
13S
8,8 _
135
_ 1,5
13S
11.3
135
7
135
11.3 _
138
1.5
135
_ 8x8 _
13S
_ 1.5
135_
_ 11.3.
_
13S
Manual Longitude Tendon: Standard Plan,
i
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
nual Longitude Tendon: Standard Plan (3)
13S 11.3
_ 135
1.75
13S 11.3.__.
13S
1.75
735.
_
11.3
_ _135_
5.5 _
13S _
11.3 _
13S
5
1.75
75
11.3
7S
5.5
7S
11.3
7S
5.
13S
_ _13S_
11.3
13S
5.5
13S
11.3 _
13S
§.
13S 11.3
US
1.75
13S
_ 11.3
135 _
1.75
13S
11.3 _
13S 7
13S 11.3 ,..
_ 13S
1.75
13S
11.3
133
1.75
13S
11.3
_ _13S_
I3S_ _ 11.3
. 135 _ _ _
. 1.75
13S
11.3 _
_ _ 13S _
1.75_ __
_US _
_ 11.3
13S _ _ ,7
135. _._ 11.3
_ 13$ _
1.75
_ 13S
11.3 _.
13S
_ _1.75
13S
11.3 _
_ _13S_
13S 11_.3
133 __._.11.3
13S
1,75
13S
13S
_ 1.75
13S
11.3
13S
_515
135.
11.3.
13S 7
11_.3 _
13S
5.5
13S
11_3,
13S Z
Manual Longitude Tendon: Standard Plan - 37
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/:.
Design Status: Status Plan
Design Status: User Lines; User Nates; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS D
Drawing Import: User Lines; User Notes; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = 1:160
Design Status: Status Plan'
sign Status: Status Plan (2)
s; DS Design Status; PC Design.; PC Design Numbers; PC Design Status;
Mountain Lofts Apartments Parking - fourth.cipt - 5/23/2013
oC
r
Design Status: Status Plan - 39
Design Status: Status Plan (3)
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/:
Design Status: Status Plan
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
sign Status: Top Reinforcement Plan
acus: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Tap Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; I
mport: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
mens Top Face Concentrated Relnt; Both Faces Concentrated Reinf.; Auto Face Concentrated Relnf.; Concentrated Relnf. Descriptions; Top Face Distributed Relnf.; Both Faces Distributed Relnf.; Aut
160
f
J
Design Status: Top Reinforcement Plan - 41
Mountain Lofts Apartments Parking - fourth.cpt - 5
Design Status: Top Reinforcement Plan (2)
DS Design Top Bars;
o Face Distributed Reinf.; Distributed Relnf. Descriptions; Latitude User Concentrated ReinL; Longitude User Concentrated Rerf.; Latitude User Distributed ROO.; Longitude User Distributed Few.:
Design Status: Top Reinforcement Plan
sign Status: Top Reinforcement Plan (3)
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
Design Status: Top Reinforcement Plan - 43
M
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/1
Design Status: Bottom Reinforcement Plan I
Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS 1,
Drawing Import: User Lines; User Nates; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Reinforcement: Bottom Face Concentrated Relnf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reint; Concentrated Relnf. Descriptions; Bottom Face Distributed Rend.; Both Faces Dlatdbutt
$cale =1:160
Design Status: Bottom Reinforcement Plan'
I
Design Status: Bottom Reinforcement Plan'
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/2013
sign Status: Bottom Reinforcement Plan (2)
esign Bottom Ban;
Face Distributed Rehr, Distributed gaud. Descriptions; Latitude User Concentrated ReInL; Longitude User Concentrated Reird.; Latitude User Distributed Reird; Longitude User Distributed Reinf.;
Design Status: Bottom Reinforcement Plan - 45
1
Design Status: Bottom Reinforcement Plan - 45
Mountain Lofts Apartments Parking - fourth.cpt - 5/23/1
Design Status: Bottom Reinforcement Plan (3)
Design Status: Bottom Reinforcement Plan
Mountain Lofts Apartments Parking
Rexburg Idaho
Level 5 (with snow load)
fifth.cpt
5/23/2013
MJ Structural Engineers
RAM Concept a) 2013 Bentley Systems, Inc.
RAM Concept " is a trademark of Bentley Systems
5.0 .2
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/'
Materials
Concrete Mix
Mix Density Density For rcl rc fcui fcu Poissons User Ed User EC
Name (pcf) Loads(pcf) (psi) (psi) (psi) (psi) Ratio Ec Calc (psi) (psi)
5000 psi 150 150 3000 5000 3725 6399 0.2 Code 2500000 3000000
PT Systems
System
y:"
fse fpy
243
Duct Width Strands Min Radius
PT Stressing Parameters
System Jacking Stress Seating Loss Anchor Wobble Friction Angular Friction Long -Term Losses
Name (ksi) (inches) Friction (1/feet) (1/radians) (ksi)
Yi' Unbonded 216 0.25 0 0.0014 0.07 22
Reinforcing Bars
Bar
As
Es
Fy
Straight
90 Hook
180 Hook
Name
(sg. in.)
(ksi)
(ksi)
Coating
Ld/Db
Ld/Db
Ld/Ob
#4
0.2
29000
60
None
Code
Code
Code
#5
0.31
29000
60
None
Code
Code
Code
#6
0.44
29000
60
None
Code
Code
Code
#7
0.6
29000
60
None
Code
Code
Code
SSR Systems
Stud Area Head Area Mrn Clear Head
1/2" SSR 0.196 1.96 0.5
None
Stud Spacing Rounding Min Studs
Materia
Loadings - 3
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
idings
,Name
Type
AnalWs
On-Pattern Factor Off -Pattern Factor
3d Loading
Self-Weight
Normal
1 1
f{
Loading
Balance
Normal
1 1
atic Loading
Hyperstatic
Hyperstatic
1 1
ead Loading
Dead
Normal
1 1
rking) Loading
Live (Parking)
Normal
1 0
aading
Snow
Normal
1 1
f
Loadings - 3
Load Combinations
All Dead LC
Active Design Criteria: <none>
Analysis: Linear
Loading Standard Factor Alt. Envetope Factor
Self -Dead Loading 1 I
Other Dead Loading 1 1
Dead + Balance LC
Active Design Criteria: <none>
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self -Dead Loading 1 1
Balance Loading- 1 1
Other Dead Loading 1 1
Initial Service LC
Active Design Criteria: Initial Service Design
Analysis: Linear
Loading Standard Factor Alt. Envelope Factor
Self -Dead Loading 1 1
Balance Loading 1.13 1,13
Service LC: D + L
Active Design Criteria: User Minimum Design,
Code Minimum Design, Service Design
Analysis: Linear
Loading
Standard Factor
Alt. Envelope Factor
Self -Dead Loading
1
1
Balance Loading
1
1
Other Dead Loading
1
1
Live (Parking) Loading
1
0
Service LC: D + S
Active Design Criteria: User Minimum Design,
Code Minimum Design, Service Design
Analysis: Linear
Loading
Standard Factor
Alt. Envelope Factor
Self -Dead Loading
1
1
Balance Loading
1
1
Other Dead Loading
1
I
Snow Loading
1
0
Service LC: D + 0.751. + 0.75S
Active Design Criteria: User Minimum Design, Code Minimum Design, Service Design
Analysis: Linear
Loading
Standard Factor
Alt. Envelope Factor
Self -Dead Loading
I
I
Balance Loading
1
1
Other Dead Loading
1
1
Live (Parking) Loading
0.75
0
Snow Loading
0.75
0
Mountain Lofts Apartments Parking - ffth.cpt - 5/23/.'
Load Combination
id Combinations (2)
iined Service LC
)esign Criteria: Sustained Service Design
;: Linear
I Standard Factor Alt. Envelope Factor
3d Loading 1 1
Loading 1 1
lead Loading 1 1
irking) Loading 0.5 0.5
reed LC: 1.41D
)esign Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
is Linear
Standard factor Alt. Envelope Factor
3d Loading 1.4 0.9
vatic Loading 1 1
iead Loading 1.4 0.9
red LC: 1.2D + 1.61-
)esign
.6L)esign Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
Linear
Standard Factor Alt. Envelope Factor
3d Loading 1.2 0.9
atic Loading 1 1
lead Loading 1.2 0.9
irking) Loading 1.6 0
red LC: 1.2D + 1.61- + O.SS
)esign Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
;: Linear
Standard Factor Alt. Envelope Factor
3d Loading 1.2 0.9
atic Loading 1 1
lead Loading 1.2 0.9
irking) Loading 1.6 0
oading 0.5 0
red LC: 1.213 + f1L + 1.65
)esign Criteria: User Minimum Design, Code Minimum Design, Strength Design, Ductility Design
Linear
l Standard Factor Alt. Envelope Factor
3d Loading 1.2 0.9
atic Loading 1 1
lead Loading 1.2 0.9
irking) Loading 1 0
oading 1.6 0
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
Load Combinations - 5
Mountain Lofts Apartments Parking - Flfth.cpt - 5/23/
Element: Standard Plan
Element: Wall Elements Above; Wall Elements Below; Column Elements Above; Column Elements Below; Point Supports; Paint Support Icons; Line Supports; Line Support Icons; Slab Elements; Point SF:
Drawing Import: User Notes; User Lines; User Dimensions; !
Scale =1:160
i
i
i
i
Element: Standard P12
Mountain Lofts Apartments Parking - ffth.cpt - 5/23/2013
ment: Standard Plan (2)
tying Icons; Line Springs; Line Spring Icons; Area Springs; Area Spring Icons; User Notes; User Lines; User Dimensions;
Element: Standard Plan - 7
Element: Standard Plan (3)
MOUntain Lofts Apartments Parking - if fth.cpt - S/23/.
Element: Standard Pla
Mountain Lofts Apartments Parking - flfth.cpt - 5/23/2013
ment: Slab Summary Plan
User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Elements Above; Column Elements Below; Column Elements Above; Point Springs; Point Spring Icons; Line Springs; Line Spring
mport: User Lines; User Notes; User Dimensions;
160 r8
1=14.5
t=8
TOC -0
OC -D
TOC=O
5000 psi
r9t=0000 psi
5
5000 psi
-
t'0
0
=psi
TOC=OTOC=O
5009
TOC=O
5000 psi
5000 psi
5000 psi
TOG=O
t_8
5000 psi
TOC=O
TOC=O
5000 psi
5000 R -s14.5
1=14.5
T00=0
T0C=0
5000 psi
SODO psi
t=14.5
4.5
TOC-
TOC -0
TOC=
TOC=O
_
5000 psi
0s1
5000 psi
W4.5
TOC=O 5000 psi t=8
5000+1 TOC=O
t=8 It, =O 5000 psi
TONDO psi
5000 psi TO
TOC=O
5000 psi
O TO
TOC -0 t=14 5 TC=O
5000 psi Toc=O 5000 psi
5000 psi t=8
Toc=O
t=8 t=8 5000 psi
TOC.
jt!, sl 1=14.5 �9si
sl t-4450C=0TOC=0
5000 t=14.5
OOOggsi TOC=0t=14.5psi TOC=O
JQ� 5000 psi TOC=O 5000 psi t=14.5
5W0si 1=14.5 5000 psi TOC=0t=8
11j Bsi TOC=O 5000 pstoc=O
600 psl 5000 psi 5000 psi
TOC=O t=8
t�oO psi TOC=O
TOC=O 1=14.5 5000 psi t=6
600 psi TOC=O TOC=O
TOC=O 5000 psi t=8 5000 psi
�W0 psi t=14.5 TOC=O
TOC=O TOC=O 500 psi
1500 psi 5000 psi
TOC=O
P -VO psi
TOC=O
600 Psi t=8
roc=0 t=14.5
5000 psi TOC=O
$si 1=14b4.5 5000 psi
601)0ysi TOGtIC=O
-STIIC`-II TOC -0 tS98Psi
5000 Psi 1RRCC_0 t=8 t=8
two Psi t=14.536N8=1Rs1 TOC=O TOC -11
(
TOC=O TOC=O 5000 Psi 5000 Psi 5000 ps%8C=0
5000 psi 5000 psi 5000 psi O TOC=O
T0C=0 5000 psi
5000 psi t=8
T
t=0 OC=O
TOC=O 5000 psi
5000 psi
b8
TOC=O r8
5000 psi TOC=O
t=8 5000 psi t=8
t5660TOC=0 I t=14.51=14.5 t=14.5 5000 p
TOC=Os TOC=VOC=O0 TtOnCn=O Psi
5000 psi 5000 PNpsi T414 gsi
t=14 OC=O
TOG=O t=14.51=14.5 5000 Psi t=14.5 t=14.5
5000 psi TOC=DOC=0 TOC=O TOC=O
- 5000 X000 psi 5000 psi 5000 psi
t=8
TOC=O
• 5000 psi
t=14.5 t=8
t=8t�=0 TOC=O
TOC C_Bpsl 5000 psi t=8
50005#60 psi TOC=O
5000 net
t=8
TOC=O
5000 psi
t=
T
51
Element: Slab Summary Plan - 9
Mountain Lofts Apartments Parking - ffth.cpt - 5/23/:
Element: Slab Summary Plan (2)
l lc ons; Slab Elements; Slab Element Outline Only; Slab Element Thicknesses; Slab Element Elevations; Slab Element Concrete Models;
re t=8
TOC=O TOC=O
5000 psi l=8 5000 psi
roc=O t=g
5000 psi TOC=O
tstio0 psi
roc=o
vliw..9 Psl t=14.5 t=14.5
TOC=O TOC=O TOG=O
150�$$si 5000 psi 5000 psi
roc=O
LMJ,si t=14.5
TOC=O T00=0
SSD psi 5000 psi
t -g j�{Isi
�(IC0-0
TOL=O "
5000 psi t=8 psi
TOC=O rgt_ OC=O
5000 Psi TOO=pr %Psi
5000 p96a psi
TOC=O
8000 psi
TOC=O
5000 Psi
t=8
t=44.50.
TOC=O T 0
5000 psi psi
1=14.5
TOC
000p
TOC= 5000 psi
50C=0
5000 psi t=8
TOC=O jggsi
5000 psl
5000 psi
t=8 t=8
fqc=D roc=o
1= 1 5000 psi
i
t=8_
TOC=O
5000 at
5000 psi
t=8
T@C=0
FW&'i
t=14.5
TOC=O si
5000 psi 1=14.5 9Dh05si
t=14.5 TOC=O TOWTOC=O 5000 psi 5i
5000 psi 5651tnM
5000 psi
OC=O
000 psi t=8
iC-0
O--�si
05000 pal
T =0
t=8
TOC=D
5000 psi
t=8
TOC=O
5000 psi
5 _
t=8
t=14.5
tma TOC=O
Santa psi
P
TOC -0 5000 psi
5000 psi
_ C=0
5000 psi
1=8
$si
5000 psl
TOC=O
TOC=O
OPTI psi
t=8
5000 psi
TOC=O
t=14.5
TOC=O
TOC=O
55 nnn
TOC=O
1=14.5
[�T4,�ysl
5000 Psi
t=8
TOC=O
TOC=O
5000 psi
1=14.5
t=14.5
Will
TOC=O
TOC=O
Ttwv
5000 psi
5000 psi
sprowl
TOC=O
t=8
t=8
5000 psi
TOC=O
TOC=O
5000 pal
5000 pal
t=8
roc=O
57@0 psl
TOC=O
5000 psi
t=8
TOC=O
5000 psi
1=14.5
TOC=O
5000 psl
-r8
TOC=O
5000 psi
1=14.5 t=14.5
TOC=O TOC=O
5000 psi 5000 P!
t=8
TOC=O
5000'.1
Element: Slab Summary
;ment: Slab Summary Plan (3)
t=8 t-8
TOC=O TOC=O
5000 psi 5000 psi
t=14.5
5000 psi
TOC=O
TOC=O
5000 psi
5000 psl
t=8
t=8
t=8
TOC=O
TOC=O
5000 psl
5000 psl
5000 psi
W4.5
roc=0
t=8
5000 psi
t=8
TOC=O
TOG=O
5000 psi
t=8
TOC=O
5000 psi
t=14.5
TOC=O p8
5000 psi TOC=O
5000 psi
t=8
TOG=O
5000 psl
t=8
TOC=O
5000 psi
t=14.5
TOC=O
5000 psi
t=8
TOC=O
5000 psi
t=8
TOO=O
5000 psi
t=14.5
TOG=O
5000 psi
t=8
TOC=O
5000 psi
Mountain Lofts Apartments Parking - ffth.cpt - 5/23/2013
t=8 t=0 t=8
t=8 1=8 t=14.5 TOC=O TOC=O TOG=O
TOC_ TOC=O _ 5000 psi 5000 ps5000 psi
5000 psi t=14'5 5000 psl 5000 psi
TOC=O
5000 psl
1=14.5
t=14WC=0
T005000 psi
5000 psi
1=14.5 t=1458
TOC=o TO841C=0
5000 psi SODS Oipsi
t=14.5 1=8
TOC=O TOC=O
5000 psi 5000 psi
W4
C44.5
WJ65i
5000 psi
t=8
TOC=O
5000 psi
t=14.5
TOC=O 1=8
5000 psi TOC -0
1=1A. 5000 psi
TOG=O
5000 psi
V=8
TO AS 1=14.5
t=14.5 9 psi TOC=O
TOC=O 5000 psi 5000 psi
5000 psi
t=1a.s
t=8 TOC=O
TOC=O t=14.5 t=8 5000 psi
5000 psi TOC=O
%i 5000 psi
5000 psi
t=8
TOC=O
t=8
5000 psi
TOC=O
5000 psi
t=14.5
t=8
TOC=O
Tocfo
5000 psl
5000 psi
W4.5
roc=0
5000 psi
t=8
TOG=O
5000 psi
t=145
t=8
TOC -0
Tqczo
5000 psi
TOMO
5000 psi
Element: Slab Summary Plan - 11
Mountain Lofts Apartments Parking - ffth.cpt
Element: Supports Below Slab Summary Plan
Element: User Lines; User Notes; User Dimensions; Wall Elements Below; Wall Element Thicknesses; Wall Element Heights; Wall Element Fixity; Wall Element Shear Fixity; Wall Element Concrete
Drawing Import: User Lines; User Notes; User Dimensions;
Scale =1:160
R
J• J
h=15 r
10
y !2i.liJ . F Ri. .
h 0
ILL�'
Element: Supports Below Slab Summary Plar
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
ment: Supports Below Slab Summary Plan (2)
nts Below; Column Element Dimensions; Column Element Heights; Column Element Fixity; Column Element Concrete Models; Point Springs; Point Spring Icons; Point Spring Values; Point Spring Ete'
I. 161,1
q=1n M1=1JIV I�i-Vi
I - n�i x6^•$�Lrp, .. �. P
I-''�� RPFIII{k4.c: .
L'-tC I
tl-19
t=Elly
•IlRdxiittT i
5151va.
^'2i1PFF.�r
I I.
F Gl.x Fi qlf •.. ....i I
psi
U=1e I, F3.1, ._la
I . F
IP„_J1,i.kilUNV.@zJ' Fra I'i i. N
Element: Supports Below Slab Summary Plan - 13
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/:
Element: Supports Below Slab Summary Plan (3)
vations; Line Springs; Line Spring Icons, Line Spring Values; Line Spring Elevations;
Element: Supports Below Slab Summary Plar
Mountain Lofts Apartments Parking - flfth.cpt - 5/23/2013
ier Dead Loading: All Loads Plan
ad Loading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Icons; Point Load Values; Line Loads; Line Load Icons; Line Load Values; Area Loads; Area Load Icons; Area Load Valu,
Import: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
168
Fz=8.28'
�FI-0.28
Fz=0.28
0Fz=0.28
L
-_Fz0.2 y
R
Other Dead Loading: All Loads Plan - 15
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/:
Other Dead Loading: All Loads Plan (2)
es;
Fz=038 Fz=0.28. �Fz=038 _ _. S
F,0.28 F,M8''� Fz=0.28 ° Fz=0.28
F,0.28Fz=0.26
Fz=0.28'
Other Dead Loading: All Loads Plar
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
ier Dead Loading: All Loads Plan (3)
..Fz=0.28 F,0.28F,0.28Fz=0.28.4' F,0.280
Fz=0.28
Fz=0.28
F,0.28
Fz=8.2B
`. Fz_0.28'F
Other Dead Loading: All Loads Plan - 17
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/
Live (Parking) Loading: Std Reactions Plan Ijf
Live (Parking) Leading: User Lines; User Notes; User Dimensions; Point Loads; Point Load Values; Point Load Icons; Line Loads; Line Load Values; Line Load Icons; Area Loads; Area Load Values; Area li
Drawing Import: User Lines; User Notes; User Dimensions; f
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = 1:160 Fr -2.42
Live (Parking) Loading -Reaction Plot: (Wall Below,Column Below,Polnt Spdng,Llne Spring,Point Support,Line Supp d)(Frrs,Fz,Mr,Ms Mz)(Slandard Context) S F,12.2 i
X Fz= l) _ b1r_2-BSe-13—
M.=13A
i
,,Fz=40
-F�
^a^ng
"
Ls'P=eW
n 11 11
IL 11 lift
a
ta�
u e 4
u uN.
6'Z l=l
L& C=S=�W
'
4
F'OL'=q4
f9'L
li
ZE=§d
a tiz=v
ES't-=cj
sl'L=sj
LZ'L—zj
L9s'0=lj
^a^ng
"
Ls'P=eW
dr
4 it W C
NR=
V1W
a
u e 4
u uN.
6'Z l=l
6L=�
.hz
b.9t=
g. L�qo
li
L6'L=-A
98Z=5j
6L 1. =lj
869'0=1j
Fr -1.48
Fz=12.3
S Mr= -5.28..14
Ms -11.9
.- Mzl2e-15
Live (Parking) Loading; Std Reactions Plan
-W
Ls'P=eW
yr
NR=
V1W
6'91,--W
a4
9'9E=zj
66'1 =sj
9'0O=zj
08'Z-=sj
LL LL
EE'L=sj
sl'L- "
li
VAS 0
S
S
Fr -1.48
Fz=12.3
S Mr= -5.28..14
Ms -11.9
.- Mzl2e-15
Live (Parking) Loading; Std Reactions Plan
bL'9=sW
6sE-=aW
Ell 9=rW
59'L --W
9 4 l%i 4
Z'EE=zj
9'BZ=zj
LL LL
EE'L=sj
sl'L- "
li
VAS 0
S
S
Fr -1.48
Fz=12.3
S Mr= -5.28..14
Ms -11.9
.- Mzl2e-15
Live (Parking) Loading; Std Reactions Plan
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
,e (Parking) Loading: Std Reactions Plan (2)
E'S L=sW
ZTZ-=4W
L'9b=Zi
9Y'E =si
i
S
6'L L=sW £'09=sW Fr -].i]
9'9L -W SL -AW Fs= -2.14
9'L6=*i 9'6L=71S FZ=19.4
ZS'Z=9i LSZ=si -: M,.14.2
F,2.]8
Fs=2.6
S FZ=42
Mr=12
..
IM, w.3
Fr= -2.34
F9=-3.51
S
Mr= -2 M,-2
3.3
M,W.4
Fr --2.29
F,3.45
5 Fz=46.2
Mr=23
Ms -k5.1
Fr= -2.]2
Fs= -24]
S Fz=41.8
Mn -16.1
M,.9
Live (Parking) Loading: Std Reactions Plan - 19
Fr -1.82
SV=
Fs -2.28
S'f=si
S
Fz=19.6
Mr=15.1
L=4W
1! - 'Ms
a VL- m
-51.9
-
9'9L.=1W
!pl-=4Y
8'LV={
9'61=�j
ES'Z =s2
ZZ'Z =si
Zd'Z-='i
6L-0=�i
E'S L=sW
ZTZ-=4W
L'9b=Zi
9Y'E =si
i
S
6'L L=sW £'09=sW Fr -].i]
9'9L -W SL -AW Fs= -2.14
9'L6=*i 9'6L=71S FZ=19.4
ZS'Z=9i LSZ=si -: M,.14.2
F,2.]8
Fs=2.6
S FZ=42
Mr=12
..
IM, w.3
Fr= -2.34
F9=-3.51
S
Mr= -2 M,-2
3.3
M,W.4
Fr --2.29
F,3.45
5 Fz=46.2
Mr=23
Ms -k5.1
Fr= -2.]2
Fs= -24]
S Fz=41.8
Mn -16.1
M,.9
Live (Parking) Loading: Std Reactions Plan - 19
Z'fZ=i�4
SV=
S'f=si
Of'Z'=�i
f
E'S L=sW
ZTZ-=4W
L'9b=Zi
9Y'E =si
i
S
6'L L=sW £'09=sW Fr -].i]
9'9L -W SL -AW Fs= -2.14
9'L6=*i 9'6L=71S FZ=19.4
ZS'Z=9i LSZ=si -: M,.14.2
F,2.]8
Fs=2.6
S FZ=42
Mr=12
..
IM, w.3
Fr= -2.34
F9=-3.51
S
Mr= -2 M,-2
3.3
M,W.4
Fr --2.29
F,3.45
5 Fz=46.2
Mr=23
Ms -k5.1
Fr= -2.]2
Fs= -24]
S Fz=41.8
Mn -16.1
M,.9
Live (Parking) Loading: Std Reactions Plan - 19
Mountain Lofts Apartments Parking - fifth.cpt -
Live (Parking) Loading: Std Reactions Plan (3)
Fr=.1.2
=11.4
5 Mr=281.-13
Ms=43.1
. Mi128ed4 Fz=OU'tP
Fr -6.594 F,.1.25 F, -1 8
F, 1.19 Fs=1.17 Fe=24
5 Fz=28.8 8 F2=32,1 SF, 37.1
Mr= 7.89 Mr -7.91 Mi=16.1
NI, 2
Fr=O.]0]
Fs= -2.81
8 Fz=41.8
Mr= -18.]
Fr 0.554
Fs=2.]3
9 Fz-41.4
1 04,13.3
Ms -q ]1
Fr=0.494
Fe=1.15
8 Fz-28.5
M,7.75
Fr -0.213
Fz=11.8
6 Mr= -1.16.44
10,739
Fr= -1.8
Fs= -1.64
6 Fz=36.1
Mr --10.7
,IMs �1.8
Fr=.0.812
F5=0.98]
8 Fz-39
Mr -6.59
Ms=P5
Fr=.0.34
Fs= -0.54]
6 Fz=34.9
Mr= -3.6]
jos-p4
uf5
LLy.:
-- - -- - - Fz=40'
Live (Parking) Loading: Std Reactions Plar
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
3w Loading: Std Reactions Plan
iding: User Lines; User Notes; User Dimensions; Point Loads; Point Load Values; Paint Load Icons; Line Loads; Line Load Values; Line Load Icons; Area Loads; Area Load Values; Area Load Icons;
Import: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element OutlinflGalp
:166 Fz=10.7
-- -Vail Below,Column Below,Polnt Spdng,Line Spdng,Polnt Support,Lme Support)(Fr,Fs, Fz,Mr,Ms,Mz)(Standarc1 Content) ?Mr= -2.61 a-13
Fz=35
�Mz��52e•iC
o�
ZL'6=sW
Y=sW
a
V of=tyY
N
y rKZ'ZE=zj
1,L'L.=sj
9'9E=zj
HV'Z-=sj
uu""LLiS
H
tt11
N_s
ZL'L=sj
L'L99-ay
w
(S'L'=/j
l9'D=aj
8Z=>g'I
Z'SZ-Yjl
VE'I.=sj
La'L=sj
90 -=1A
966'D=lj
o�
ZL'6=sW
Y=sW
a
V of=tyY
N
y rKZ'ZE=zj
1,L'L.=sj
9'9E=zj
HV'Z-=sj
f g
u u u L
6'LE=
9'9E=�;
N_s
ZL'L=sj
9'Z=sj
w
(S'L'=/j
l9'D=aj
Fr=1.3
6 Fa=16.J
Ms=1D.4
a:. Mz12e-15
Snow Loading: Std Reactions Plan - 21
ZL'6=sW
Y=sW
b'LP=lW
9'9L -=!W
y rKZ'ZE=zj
1,L'L.=sj
9'9E=zj
HV'Z-=sj
f g
u u u L
�V'L- jj
�s'pzlj
N_s
I
%9 o, -',j
w
Fr=1.3
6 Fa=16.J
Ms=1D.4
a:. Mz12e-15
Snow Loading: Std Reactions Plan - 21
f0'S=sW
VI, E =sW
LH'L=lW
69'3=lW
q a n o
L'6Z=zj
EZ=zj
LI, 4=sj
✓=a,
SAL'O =H..
%9 o, -',j
w
$
S
Fr=1.3
6 Fa=16.J
Ms=1D.4
a:. Mz12e-15
Snow Loading: Std Reactions Plan - 21
Snow Loading: Std Reactions Plan (2)
SYI=sW'
E'OZ=LW
CO9=Y1
9PC=sj
90 Z-14
V'EL=sW
SO 'C-=sj—U
L'S L=sW 9"LY=%W Fr=6]9
V'O L=IW L'E L=AW Fs= -1.88
9 9£=zj L'4=2j' S FZ=17
LZ'Z=sj 66'L=sj rMr=-12.4
Snow Loading: Std Reactions Plar
Fr=6.85
Fs=1.99
5 F,17.1
Mr19.2
HH ' M,45.5
9VP=AV
6'ZL-=ALV
9'9£=F, f
z u=41
LZ Z-=sj
96'L-=sa
9C =,j
LL'L=II
SYI=sW'
E'OZ=LW
CO9=Y1
9PC=sj
90 Z-14
V'EL=sW
SO 'C-=sj—U
L'S L=sW 9"LY=%W Fr=6]9
V'O L=IW L'E L=AW Fs= -1.88
9 9£=zj L'4=2j' S FZ=17
LZ'Z=sj 66'L=sj rMr=-12.4
Snow Loading: Std Reactions Plar
)w Loading: Std Reactions Plan (3)
6
FIA 05
Fr- 0]1
Fi=10.9
F. -O.864
;fdsal.4
3 Fz-34.1
F,0.52
F,.1.09
Fs= -I 04
Fs=1.02
5 Fz=25.2
0 Fz=28.1
Mr=.6.9
Mr -6.92
M, .48h17
Fr=0.619 Fr -.1.57
Fs= -2.46 Fs= -0.44
? Fz=36.6 6 Fz=31.6
Mr= -16.4 Mr=.9.38
Ms=O.17 ,7M, 0.3
F10.485
Fr- 0]1
FS= 2.39
F. -O.864
Si Fn36.2
3 Fz-34.1
Mr=16
Mr -5 26
-(M, 88
&60
Fr=0.432
Fr= 0 296
Fs=1.01
F,0.479
8 Fz=25
6 Fz=30.5
i Mr=6.28
Mr= -3.21
-(M, 88
Fr --0.186
Fz=10.4
6 Mr ---5.28e.14
Ms= -6.82
Mz=-�.Se-15
Mountain Lofts Apartments Parking - ffth.cpt - 5/23/2013
Fr=1.58
Fs=2.1
5 Fz=32.8
Mr=14.1
0.5
n�Nna,
uF£
o?dei%
LLnN�ii
zy
Snow Loading: Std Reactions Plan - 23
Mountain Lofts Apartments Parking • fifth.cpt - 5/23/1'
Dead + Balance LC: Std Reactions Plan
Deatl+ Balance LC: User Lines, User Notes; User Dimensions;
Drawing Impod. User Lines; User Notes; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only, Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outlinfpplpb
Scale =1:160 Fz=19.9
Deatl+Balance LC -Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Support,Line Support)(FgFs,Fz,Mr,Ms,Mz)(Standard Context) SM,.1.27e.12
Ms=23.1
Mz144e-13
w
S'9Z=sW
L'L-=eW
rc
WC=1W
d
NLLu°
F F
4'
600=z
1.
N
i1
l LLN ry h
66'£ =zi
9L'L=si
Maoj
--ad
L=sd
59950L=
Z91, )=IA
Z98'0=ti
S 6
S'9Z=sW
L'L-=eW
g G
WC=1W
d
`^
nasm z
�
L Ou6'ln_
'0=
ZOL=
600=z
1.
095=si
Ls'9=si
l LLN ry h
66'£ =zi
9L'L=si
S 6
S'9Z=sW
L'L-=eW
WC=1W
I. zP=zW
`^
nasm z
so L=*i
sZ4=zi
1.
91, 9-s'
LB'S-=si
l LLN ry h
£'=ii
§Z�6'Oe+i
S 6
Fr -6.59
Fz=19.8
S Mr --2.64e.14
Ms=19.3
-. Mzgkie-14
Dead + Balance LC Std Reactions Plar
90V=sW
Oo Ir=sW
9'L L=zW
9'szIW
,o
LLL=:i
sot=zi
t'EL=si
9Z S=sU
LLLLN FEr
�l'L=1i9'0'_i
3
3
Fr -6.59
Fz=19.8
S Mr --2.64e.14
Ms=19.3
-. Mzgkie-14
Dead + Balance LC Std Reactions Plar
Mountain Lofts Apartments Parking - ffth.cpt - 5/23/2013
ad + Balance LC: Std Reactions Plan (2)
Fr --5.19
Fs= -1.28
S Fz=124
Fr --5.51
Fr=4.4
-
qj
•. Ms=$1
..
Fs -13.2
Fs=15.6
VZL=-d
S
Fz=66.8
S Fz=131
Mr -10.6
a Mr --69.9
!!11
f'ZZ=�'!
MM
6UZ=s4+t :-Ms=h1.6
Ms=2.8
['22,W
9'99 =1W
�.
LEL=FjI
9'994y
E's L-=sd
6'ZL-=s3
IG t-14
Fr --5.19
Fs= -1.28
6 9Z=sW
S Fz=124
Z'SS-=,W
Mr=.54.2
-
qj
•. Ms=$1
..
6 vg==+W
Mr --54.1
VZL=-d
SL=sj
SV L'=sj
M,46.4
S
S'
6 9Z=sW
Fr -.5.12
Z'SS-=,W
F"1.31
OZL=z1
S Fz=124
LS'L =U
Mr --54.1
8 F2-131
SL=sj
L
S
M,46.4
8'LZ=sW
8'OZ=sW Fr -.5.69
Fr -4.15
9'98-1W
9'69�W Fs= -12.1
Fs= -15
LEL=zi
9'99=z3 5 Fz=66.5
8 F2-131
SL=sj
EL=s3 M,61.6
M,46.4
S
S'
Dead + Balance LC; Std Reactions Plan - 25
Mountain Lofts Apartments Parking - flfth.cpt - 5/23/.
Dead + Balance LC: Std Reactions Plan (3)
F, 21.7
F,20.2
5 Mr= -7.03e 13
M,48.5
Mr -V9 42
Fr=0.929
Fr= -0.04
Fr=19.5
Fs=5.81
Fs=12
Fs=153
S F,107
8 F,103
8 F,147
Mr=27.7
Mr -68.3
Mr -89.4
M5=.51
` M, .1
18
Fr=0.973
F,3.51
3irvNW
Fs= -5.16
F5=-0.32
V
5 F,126
8 Fx=105
e `
M,38.8
Mr= -32.2
LLLN
M5=.51
` M, .1
4N_
Fr=0.472
F,3 17
3irvNW
Fs= -5.52
Fs= 113
V
F,=0.639
Fr=228
^�
Fs=5.54
F5=4.08
LLLN
8 F,1 25
8 F.=1 D8
a u" f F_
10,40 .5
Mr=29.4
-M,V 29
9
Fr=0.472
F,3 17
Fs= -5.52
Fs= 113
$ n
? F,105
5 F,117
e
- Mr= -263
Mr- 64.3
LLLN
Ms=4.36
•. Ms=.a6
a u" f F_
Fr=4,93
Fn=18.7
8 Mr=839e-14
Ms= -2.98
M,V8e-14
Dead + Balance LC Std Reactions Plat
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
stored LC: 1.2D + 1.6L + 0.5S: Max Mx Plan
-C: 1.2D+ 1.61-+0.55: User Lines; User Notes; User Dimensions;
nporb User Lines; User Notes; User Dimensions;
Nall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
160 j
_C: 1.2D+ 1.61.+ 0.55 - Bending Moment Plot (Maximum Values) (X -Axis Direction)
is Contour =1 Kips
n Value= .35.96 Kips a(19.33,10E.2) Max Value= 41.82 Kips@(46.5,63.92)
f
0 0
' 15 �-
-301
0 5 5 5 5
U 6
0
..". 0.
0 0
-00
0
0 0
0
0, 6
0 -_ 5 _ �:.,, 1515 0 _0 _ '0 0
00
0
0
0
$�pF
0 5 U a
10
10
- -0
e 1615 fi
5
p
5 10. 5
—._. 10,, _ - 5-
0 0
0 p
0
.5 -10
-5
0 0 0
5 5 5 5
i
Factored LC: 1.2D + 1.61 4 0.55: Max Mx Plan - 27
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/.
Factored LC: 1.213 + 1.6L + 0.5S: Max Mx Plan (2)
.5 _..
0 0 0 0
0
0 0
0
0
o
0 10
101 5
0 0 0
0.
�` tr
0
0
a
0
_ - .. _
- - -115 - - - ° ° ;."0
5 5 5 5 ,5
5 5 _ ,5 -.
0 0
0 0
0 °
0 0 0
0
I
0
'0_.-_—_0_ _.. —5 20'1
"x°15
5
;- 1 1'0!0 5
5 ;OF�.
f
--- - - —=�---�.'_ — a--.. o-. _._ ,o_o :.o _ — _.: 1 ^.z0,i o.-.--`— o._.. o- - —_. -.-_�-_--o-.._..- o o -- .
.5
Factored LC: 1.2D + 1.61- + 0.5S: Max Mx Plar
Mountain Lofts Apartments Parking - fifth.cpt - S/23/2013
stored LC: 1.2D + 1.6L + O.SS: Max Mx Plan (3)
0
0
.s
5
-10
5
10
o
0
0
0
0 0
0
0
0 0 0
0 0
0
05
0
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0
30
5 5
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5
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0
0 0
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5
Factored LC: 1.2D + 1.61 + O.SS: Max Mx Plan - 29
Mountain Lofts Apartments Parking - ffth.cpt -
Factored LC: 1.2D + 1.61- + 0.5S: Max My Plan
Factored LC: 1.20 + 1,61 +O.SS: User Lines; User Notes; User Dimensions;
Drawing Import: User Lines; User Notes; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Well Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale = 1:160
Factored LC: 1.2D+1.6L+0.5S-Bending Moment Plot (Maximum Values) (y -Axis Direction)
One Contour =1 Kips
Min Value=.38.61 Kips @(310.3,108) Max Value =29.16 Kips @(1].]6,15.58)
0
0
0 0 i
0
0 O
6 0
0 9 0
' 6 g
Factored LC: 1.2D + 1.61 + 0.55: Max My Plar
0
U
- 0
-
6
5
>-
0
-.
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0
0.
0 O
6 0
0 9 0
' 6 g
Factored LC: 1.2D + 1.61 + 0.55: Max My Plar
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
stored LC: 1.21) + 1.61- + 0.5S: Max My Plan (2)
0
0
0 0 - 0
..
•'Zi-�--•-10--�n�5. Y5 10 20 _:.a0g��....,�,_5 0 0
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20 25 15 10
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0
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Factored LC: 1.2D + 1.61 + 0.55: Max My Plan - 31
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/:
Factored LC: 1.21) + 1.61- + O.SS: Max My Plan (3)
Factored LC: 1.21D + 1.E L + 0.55: Max My Plar
0
0 0
0
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0
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Factored LC: 1.21D + 1.E L + 0.55: Max My Plar
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
stored LC: 1.21) + 1.6L + OSS: Std Reactions Plan
LC: 1.2D+ 1.61.+ O.SS: User Lines; User Notes; User Dimensions;
Import: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outlini0006'1
:160 Fz=52.6
LC: 1.2D+ 1.6L+O.SS -Reaction Plot: (Wall Below,Column Below,Point Spring,Line Spring,Point Suppon.Line Support)(FI,Fs,Fz,Mr,MS,Mz)(Stanaard Conte#) s Mr -4.32e-12
I Ms=59.2
��Mr9Hi8e,13 _
gPwP8
8'59=5W
Z'6L-=SW
L
L'L&-W
11 If
L G&
PO6=�)N
LLLLLLff
m— "
N
0`52=5ry
t1 '
9 9L—sW
'
LL=sj
£L=si
68L=i}
CHL= -f
V'6
9to
tL'e=,j
V-A!
Loz=rj
ZIA
a
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8'59=5W
Z'6L-=SW
L
L'L&-W
f P,
L G&
PO6=�)N
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863
9£Z=V
'
LL=sj
£L=si
OL e -=3j
£=tj
9 S
8'59=5W
Z'6L-=SW
S'CL-='W
L'L&-W
N N
ZOZ=zj
9CZ=zj
IL ;N e at
8'01-=SjZ'£I
=aj
LL LL LL'C 21
aL P_oj
Nza ZIA
9 S
Fr -11.4
Fz=52.6
S Mr=.1.16e-13
Ms=51.2
..Mz=182e-04
Factored LC; 1.21) + 1.61- + 0.5S: Std Reactions Plan - 33
Z'Zt=SW
S'VL-=5W
96LIW
SC'9-W
' ' n
OOZ=zj
M=zj
LL'WE
v�v
9'LL=Sj
LD'Z=sj
S
S
Fr -11.4
Fz=52.6
S Mr=.1.16e-13
Ms=51.2
..Mz=182e-04
Factored LC; 1.21) + 1.61- + 0.5S: Std Reactions Plan - 33
Mountain Lofts Apartments Parking - fifth.cpt -
Factored LC: 1.213 + 1.61- + O.SS: Std Reactions Plan (2)
6'L9=sW Fr --11.1
90.-=1W Fs -16.4
s>Z=2j S F2-246
U—.3 Mr -115
9'OL=sW
9Z L-=sW
Fr -15.6
Fr= -12
96V=1W
Fs= -06.5
S F2=245
=
Fs=20.1
Fs=23.4
Mr=11fi
a�{
$ F,120
S F2=250
9'ZZ="
6.6L=sj
Mr -116
Mr --141
9 L=fj
56Z=}J
>-Y!10.2
9f V=+W
O9Z=Fjl
OLL =NY
OR=�j1
6'2Z =sj
L'6L,A
C0.-=13
C91=Ij
6'L9=sW Fr --11.1
90.-=1W Fs -16.4
s>Z=2j S F2-246
U—.3 Mr -115
9'OL=sW
9Z L-=sW
Fr=.11.4
F, -I1.6
96V=1W
Fs= -06.5
S F2=245
=
Fs= -19.3
Fs= -22.5
Mr=11fi
a�{
5 F2=119
61 F2-250
9'ZZ="
6.6L=sj
- M,111
9ll=+W
9 L=fj
56Z=}J
>-Y!10.2
G'9L=sj
$
$
LLs�.
>;
6'L9=sW Fr --11.1
90.-=1W Fs -16.4
s>Z=2j S F2-246
U—.3 Mr -115
9'OL=sW
9Z L-=sW
Fr=15.3
F, -I1.6
96V=1W
SLL�W
Fs= -19.3
Fs= -22.5
OSZ=2j
60.=2i
5 F2=119
61 F2-250
9'ZZ="
6.6L=sj
- M,111
Mr ---135
9 L=fj
:30,421
>-Y!10.2
$
$
Factored LC: 1.2D + 1.6L + 0.5S: Std Reactions
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
-tored LC: 1.2D + 1.61- + O.SS: Std Reactions Plan (3)
F= 25.6
Fz=53.4
S Mr=4250-13
Ms= -54.1
, 1]e42
Fr -2.54
F,3.46
Fr=25.1
Fs=2]9
Fs=15.9
Fs=23
S F,1 83
S Fz=189
S Fz=254
Mr=]�.182
W -94 d
- Mr =1411
,,.'. Ms=
R ].d
_ MsT.fi
,:Ms=R Sfi
F12.85
F,8.29
N
Fs= -12.4
Fs= 8]4
`m
S F,236
8 Fz=200
11
�;
=Mr=.82.1
Mr=61
LL it w fi,
Ms= 03
Ms=9.6
�',�,,,
Fr=1 79
Fr=2,36
N
F5=@64
S Fz=180
Fs= 13.6
8 Fz=211
3;nNi.
Y,7 23
Mr=995
11
�;
Fr=2.1
Fr- 4.38
u
F,-1 2.6
Fs=631
5 Fz=234
5 Fz=210
Mr=87.8
Mr=47
Fr=1 79
Fr=2,36
F5=@64
S Fz=180
Fs= 13.6
8 Fz=211
g e m L
Y,7 23
Mr=995
11
�;
NI, 21
M5=a 0.6
N
Fr=5.01
Fz=50.4
8
Mr -5,1n-14
Ms= -23,9
,.Mz=fk85e 14
Factored LC: 1.21D 4 1.61 + O.SS: Std Reactions Plan - 35
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/
Manual Latitude Tendon: Standard Plan
Manual Latitude Tendon: Tendons; Num Strands', Tendon Inflection Ratio; Jacks; Tendon Points: Profile Values; User Notes; User Lines; User Dimensions;
Drawing Import: User Notes', User Lines; User Dimensions',
Element: Wall Elements Above; Wall Elements Below: Wall Element Outline Only; Column Elements Above; Column Elements Below; Slab Elements; Slab Element Outline Only;
Latitude Tendon Parameters: Banded Tendons; Banded Tendon Description', Distributed Tendon Quadrilateral: Distributed Tendon Description: Distributed Tendon Overlap Areas; Profile Points: Profile Eli
Manual Longitude Tendon: Tendons; Tendon Points:
Scale = 1:160
I� n Loin n o n n n n n m °{
N n MN VI VI N N N VI N N N n n m of to n n n n n
UI n V j n n b ywi N r V1 ywj ✓1 ymj fryel N N ✓ N N m V) n V/ In n n n n m n n m n n
A n n n n n n n n n to n n n n n n n ve ve n ve n
u n n
1/ to to - A A se N N N y N A VI N A N A to N ✓�
® ®.
e n n n n n n an n to n n n n n n n M n n n n in
n
v v v a a a < a < a v v N N N N N N N N N N N N N
A n n e u e or n m n n to n to n n to n n n n n n n n
n
V)to N N V) of A N to N N VI V) Vl A V) re
e n n e e e M n n n n n n n n n n n n n n n n n n
n m n n n n m m m n
A re n b b n N n or n In yNj N n N n N m N n w ymj N n N n n M n n n n n n
A m n N) n n ' N' N! N N N N N v N n �A n N n wint
` 'n n n n n to n n
b f V) ! 41 N f N n N f N' N N 41 ' N n n n n n n n n n n n
ni
Manual Latitude Tendon: Standard Halt
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
nual Latitude Tendon: Standard Plan (2)
Profile Nodes,
of
h r v"'i n r n r n n n vv! r w
b of N_ N_ N. N. N_ N_ N_ N- N. 1, . N N. N_ N_ N h N vNi _ ✓� _ N_ N m N m n N v! n m
n` n fu� ' V� f v� f N of N N N of '-
N. N N. N. N.
41 oof
'o u�i Vi u�i N vyi Vi vii vii o, ,p n n N H N n of N H N H N n o,vNi n h of h Vl o, h VI n VI h l h N n N In
n n m M m m n n M n .. m n n of n M M n m n n n Ni n
n n n n YNi rNi m n n n u u n n n n M Ni of n n n n se n --
N N N N N N N N N N N N N N N N N N N N N N N N N N N
m m of m m n m m e m
M M n n mof
m m m M m b M M n m m n m n N n n m n n
m of M n tr' M M m n rNt oNi N b M M eNt or n n n reWc4 M n m n n n
uNi vNi uNi uNi uNi vyi uNi vii uyi n u�i u�i u�i u�i N vii VI vii vNi uNi N �j n n
VI VI N y N N N VI Vi N N N �A N Vi N V� N �A N N VI N UI y h
of Nyj N. ' NN'N`
n n N N 0.
N N N N N N h N vii u�i vii u�i N N Ni or,
✓� .- ✓� r- N ! ✓� ,- ' VI ' V! ' N '- ✓� ' ' n N ✓i Vi f N ' N ' N f VI ' Vi ' N ' N ' Y� ' 1n ' N ' N 1/ ' n n
Manual Latitude Tendon: Standard Plan - 37
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2
Manual Latitude Tendon: Standard Plan (3)
uNi N. '. N. vNi N. uNi N f N. '
N N N h N N N N h h N N
n M n M M n m m N' N. e- N •- N f- N' N f N! ' N' N' b vNo n N N f N f
n n of m n rNl h n n m m n m m n m M n b N b m n M
m n Ni n n n m n n m m n m rN) n n Ni � tl n V n n n
n m n n n n m m n n n M n n n n n n m m P m m tNi
VI N
N N N N
n n n n i.n n n n n . n n n n m n n n '' •- n .N. n
et m Ni YNi n rNi M M n M n m n m n m m m � � � M m n
m n Ni n n m m eNi n n n n m n M n n n '' f n
n n n n m n n n n n n n n n n n n n n n n M n n n n
N N N
n n n n n fj n h N h N vNi N f N yNj N n N uNi N yNj N yNj N n N N m
VI N
O C i
Manual Latitude Tendon: Standard Plan
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
inual Longitude Tendon: Standard Plan
.oneitude Tendon; User Lines; User Notes; User Dimensions; Tendons; Num Strands; Tendon Inflection Ratio; Tendon Points; Prefile Values; Jacks;
Import: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Is Tendon Parameters: Banded Tendons; Banded Tendon Description; Distributed Tendon Quadrilateral; Distributed Tendon Description; Distributed Tendon Overlap Areas; Profile Polms; Profile Elevatl
1:150
5 13S
11.8
13S
5.5
13S
11.8
13S
13S
_ 1.75
13S
11.8
13S
1.75
5 7S
11.8
7S
5.5
7S
11.8
7S
V5
.11.8. _
13S
1.75
,5 13S
_11.8. _
_ 13S
5.5
13S _.
118
_ _.
13S
1.75
13S
11.8
13S
1.75
7 13S
_ 11.8. _
_ 43S
1.75
13S
11.8
13S
1.75
_ 135
_ 11.8
13S
1.75
7 13S
11.8
_ 1_35
1.75
13S
11.0
13S
1.75
135
.11.8. _
13S
1.75
7 13S
11.8
13S
1.75
13S
11.8
13S
1.75
13S
11.8
13S
1.75
7 13S
11.8
13S
1.75
13S
11.8
13S
_ 1.75
13S-
11.8
13S
1.75
7 13S_ _. _
11.8
_135
5.5
_ 13S
_ 11.8
135
1.75
13S
_ 11,8 _ _.
13S
1.75
_. __....
7 13S
118
_
_133
55
135
11.8
135
1.7;
735
11.8
138
_1.78
JJ
L
Manual Longitude Tendon: Standard Plan - 39
Mountain Lofts Apartments Parking - fifth.cpt - 5/23,
Manual Longitude Tendon: Standard Plan (2)
ion Values; Profile Nodes;
13S
11.8 _
11.8 _
13S
1.5
13S
_ 8,8
7
13S.
_ 11.8
135
1.5
43S
8:8
13S
_
11.8
_. 13S
1.5
135
8,8
135.
11.8 _
133
1.5
13S
13S
11.0
13S
1.5
13S
13S
11.8
13S
1.5
13S
13S
11.8
13S
1.5
13S
_ 13S _
_. 1.5
11.8 _
13S
1.5
13S
7
135
11.8
13S
1.5
13S
_135
_
11.8
13S
1.5
13S
7,7
7, 7
13S
_. 1.5
13S
11.8
13S
135 1.1
13S
1.5
13S
11.8
13S
7
135
1.5
US
11.8
1.5_
13S 1.7
13S
1.5
13S
11.0
13S
1.7
7 7
13S
1.5
13S
11.0
135
1.71
_
7 7
13S _
1.5
13S
11.8
_13S _ _1.7
7 7
13S
1.5
13S. _
11.8 _
13S _ 1.3
8,0
13S
1.5
13S _
_ _ 11.8
US
8.8
13S
_ 1.5 _
13S
11.8
135
_7
8.8
13S
1.5_
_ 13S
11.8 _
13S _..
Manual Longitude Tendon; Standard Pian
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
nual Longitude Tendon: Standard Plan (3)
11.8
13S
1.75
135
11.0
11.8
13S
5.5
133
11.5
13S 5
13S
175
13S
175
7S
11.8
7S
5.5
7S
11.5
7S 5
11.8
13S
1.75
13S
11.8
135
5.5
135
11.5
13S 5
11.8
13S
175
13S
11.0
133
1]5
135
11.5
13S 7
11.8
13S
175
13S
11,0
13S
175
13S
11.5
US 7
11.8
135
1.75
138
11.0
135
175
135
11.5
13S 7
11.8
13S
1.75
13S
11 a
13S
1.75
13S
11.5
13S 7
11.8
133
175
13S
118
135
5.5
135
11.5
13S 7
11.8
13S
175
133
11.8
13S
5.5
13S
1L5
135 7
Manual Longitude Tendon: Standard Plan - 41
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/;
Design Status: Status Plan
Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Numbers; Span Design Status; Latitude DS Designs; Longitude DS Designs; DS D
Drawing Import: User Lines; User Notes; User Dimensions;
Element: Well Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Scale =1:160
Design Status: Status Plan
Mountain Lofts Apartments Parking - flfth.cpt - 5/23/2013
;sign Status: Status Plan (2)
s; DS Design Status; PC Designs; PC Design Numbers; PC Design Status;
Design Status: Status Plan - 43
Design Status: Status Plan (3)
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/:
Design Status. Status Plan
Mountain Lofts Apartments Parking - ffth.cpt - 5/23/2013
sign Status: Top Reinforcement Plan
status: User Lines; User Nates; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Top Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS Designs; I
Import: User Lines; User Notes; User Dimensions;
Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
emwm: Top Face Concentrated Reinf.; Both Faces Concentrated Reinf.; Auto Face Concentrated Reinf.; Concentrated Reinf. Descriptions; Top Face Distributed Reinf.; Both Faces Distributed Reinf.; Aut
1:160
a p i
Design Status: Top Reinforcement Plan - 45
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/t
Design Status: Top Reinforcement Plan (2)
DS Design Top Bars;
o Face Distributed Rand, Distributed ReinL Descriptions; Latitude User Concentrated Rein(; Longitude User Concentrated Relnf.; Latitude User Distributed Relnf.; Longitude User Distributed Reln/.; 4
t
i
I
I
Design Status; Top Reinforcement Plan
sign Status: Top Reinforcement Plan (3)
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
Design Status: Top Reinforcement Plan - 47
Mountain Lofts Apartments Parking - flfth.cpt - 5/23/
Design Status: Bottom Reinforcement Plan
Design Status: User Lines; User Notes; User Dimensions; Latitude Span Designs; Longitude Span Designs; Span Design Bottom Bars; Span Design Bar Descriptions; Latitude DS Designs; Longitude DS I
Drawing Import: User Lines; User Notes; User Dimensions;
Element: Wall Elements Below; Wall Elements Above; Wall Element Outline Only; Column Elements Below; Column Elements Above; Slab Elements; Slab Element Outline Only;
Reinforcement: Bottom Face Concentrated ReinL; Both Faces Concentrated Reint; Auto Face Concentrated ReinL; Concentrated Feint Descriptions; Bottom Face Distributed Feint; Both Faces Distribut
Scale =1:160
Design Status: Bottom Reinforcement Plar
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/2013
sign Status: Bottom Reinforcement Plan (2)
:sign Bottom Bars;
Face Distributed Reird.; Distributed Reint. Descriptions; Latitude User Concentrated point.; Longitude User Concentrated Feint.; Latitude User Distributed Feint.; Longitude User Distributed Reim.;
Design Status: Bottom Reinforcement Plan - 49
Mountain Lofts Apartments Parking - fifth.cpt - 5/23/.
Design Status: Bottom Reinforcement Plan (3)
Design Status: Bottom Reinforcement Plat
^010*J
STRUCTURAL
ENGINEERS
Sheet Number:
Job Number:
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ISS
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STRUCTURAL Job Number:
ENGINEERS
Date:
By:
Title
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Footing Description
Designation
Description
DL I LL (kips)
Intl Self Wt I S.W.L (kips)
Mev I MLL(kip-ft)
Offset: es., I eL..t. (ft)
Load Multiplier: DL I LL
Load Multiplier: Moment
LRFD Load Factor: DL I LL
ee(ft) I x (ft)
et (ft) I x (ft)
Max: Sen Load I Factored Load
F, (psi)
q.x (psi) I W/E Incr. %
Soil Abv Fig (in) I pwe (peg
Slab t (in) I Load (psf)
q u (ksf)
AW, (ft')
Force Ftg Width B (ft)
Force Ftg Length L (ft)
Footing Width B (R)
Footing Length L in)
Footing Thickness, t (in)
Incr. 8 (ft) I Incr. L (ft)
Incr. It (in) I Incr. tw/Size?
Auto Cap Fig Size
Optimize Fg Thickness
q,w. I q,r„. W Too (kSQ
Brg Press Chi q,,,,e 5 q,i xn
Bra Press. Safety Factor
q,A r,.m m (ks0 I q., ("
Mae PL B' I L' (in)
+ew, I e.
V„ I iV, (kips)
2 -Way Shear Chk: Vu 5 +V,
2 -Way Shear Safety Factor
V„ i_, r, I V,_,, (kips)
4V. L+•+,, 14V, L«r ca (kips)
1 -Way Shear Chit: Vu a +V,
1 -Way Shear Safety Factor
t. (1161) 1 +Lama
6,. 162.
Clear Cover I dM,,,,e (in)
M. u I M, -.. (ft -kips)
k W, 2.„w I A.,ae mm.(in')
Controlling Reinf Lang.
Controlling Reinf Trans,
Req'd A,: Long I Transv (in)
Double Reinforcing Mat
Long ears: Qty I Bar #
Transv Bars: Qty I Bar #
Auto Select Steel
Long Baro (in) I Long A, (in)
Transv. Baro (in) I Transv. A, (in')
Reinf Ramo: Long I Transv,
Mini. Check: Lang I Transv
Edge Coven Long l Transv (in)
Spacing: Lang I Transv (In)
Spacing Check: Long I Transv
WL I We
1 I4h'Wex
Na La,s 114,T,em.
Long Bars: La (in) I L,.m (in)
Transv Bars: La (in) I L, (in)
Des Len Check: Long I Transv
Design of Concrete Spot Footings
Based on ACI 318-05
by B&andt Saxey
Blue Cells Must be Entered Manually
SM Nuortt: FA-
AbNunate':
--
Dile:
5/24/2013
By:
laws
FS10.0
FS9.5
FS8.5
FS7.5
Footing 1
Footing 2
Footing 3
Footing 4
Footing 5
Footing 6'
10 Ft 10 Ft x 33 in
9.5 Ft x 9.5 Ft x 311n
8.5 Ft x 8.5 Ft x 311n
7.5 It x 7.S Ft x 271n
Fig. w/ (10) #8 Ban
Fig. w/ (9) #8 Bars
Fig. w/ (8) #8 Bars
Fig. w/ (8) #7 ears
Each Way
Each Way
Each Way
Each Way
619.0 153.0
527.0 184.0
417.0 147.0
342.0 99.5
No
No
0.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.00
1.00
1.00
IDD
1.2 1.6
1.2 1.6
1.2 1.6
1.2 1.6
0.00 10.00
0.00 9.50
OAO 8.50
0.00 7.50
0.00 10.00
0.00 9.50
OAO 8.50
0.00 7.50
772.00 987.60
711.00 926.80
564.00 735.60
441.50 569.60
3,000
3,000
3,000
3,000
8,000 D%
8,000 0%
8,000 0%
8,000 0%
0 110
0
8.00
8.00
8.00
8.00
96.50
88.88
70.50
55.19
��
-1i
Ig
9.5
yI
JJ
10.00
9.50
8.50
7.50
10.00
9.50
8.50
7.50
33 41 11
31 41 11
31 11 11
27 41 11
41 11
4 t
1/2 A, 1/2 ft
1/2 ft 112 ft
1/2 ft 1/2 ft
1/2 N, 1/2 it
1.0 in
Sin
lin
Iin
Aute bk Rm
Aute Cak Sm
Aute Cak Sae I
Autedks&e I
Aute tYk Sve
Aute Ok Ske
OpUerte TiiLru
opDuks Darkness I
gghta lhtthtet4 I
optinte Thkhlen I
axkre Thkk,en
aptk.be3Nkbwe
n.200 7.720
74.842 7.878
66.353 7.806
58.867 7.849
Footing Size Adequate
Fooling Size Adequate
Footing Sim Adequate
Footing Size Adequate
FS = 1.04
FS = 1.02
FS = 1.02
FS = 1.02
10.1 10.1
10.3 10.3
10.2 10.2
10.3 10.3
16.0 16.0
16.0 20.0
10.0 10.0
10.0 10.0
0.75 40
0.]5 40
0.75 40
0.75 40
861.79 882.22
78178 822.41
637.34 677.81
498.80 519.78
Footing Sim Adequate
Footing Sim Adequate
Footing Sim Adequate
Footing Sim Adequate
IS = 1.02
IS = 1.05
FS = 1.06
IS = 1.04
189.38 189.38
159.01 175.31
133.66 133.66
105.82 105.82
290.84 290.84
257.57 257.57
230.45 230.45
174.23 174,23
Feeling Sim Adequate
Footing Sim Adequate,
Footing Size Adequate
Footing Size Adequate
IS = 1.54
FS = 1.47
IS = 1.72
IS = 1.65
60,000 0.90
60,000 0.90
60,000 0.90
60,000 0.90
0.003 0.85
0.003 0.85
0.003 0.85
0.003 0.65
3.00 29.00
3.00 27.00
3.00 27.00
3.00 23.13
948.28 948.28
750.52 815.76
637.00 637.00
429.17 429.17
7.45 7.45
6.33 6.90
5.37 5.37
4.23 4.23
As req'd Governs
MIN As Governs
MIN As Governs
MIN As Governs
As om'd Governs
As req'd Governs
MIN As Governs
MIN As Governs
7.45 7.45
6.36 6.90
5.69 5.69
4.37 4.37
10 #8 Bar
9 #8 Bar
8 48 Bar
8 #7 Bar
10 #8 Bar
9 #8 Bar
8 #8 Bar
8 #7 Bar
Sep�[Aeel
tekctnW
select sui
a to
eekct nW
Seleat new
1.00 7.90
1.00 7.11
1.00 6.32
0.88 4.80
1.00 7.90
1.00 7.11
1.00 6.32
0.88 4.80
0.96 0.96
1.00 0.92
1.06 1.06
1.04 1.04
OK ON
ON ON
OK OK
OK OK
3.00 3.00
3.00 3.00
3.00 3.00
3.00 3.00
13.00 13.00
14.00 14.00
14.00 14.00
12.00 12.00
ON OR
ON ON
ON OK
ON OK
1.0 1.0
1.0 1.0
1.0 1.0
1.0 1.0
1.0 IA
1.0 1.0
1.0 1.0
1.0 1.0
0.0 0.0
0.0 0.0
0.0 0.0
0.0 0.0
32.86 49.00
32.86 44.00
32.86 43.00
28.76 37.00
32.86 49.00
32.86 46.00
32.86 43.00
28.76 37.00
ON ON
ON ON
OR ON
ON ON
ADEQUATE
ADEQUATE
ADEQUATE
ADEQUATE
3009 0-13 Corriere Fmrlrg Decgn.xh
by a. So,
3.0 r:1 Spal R9 Des" 1
Criteria, Mass and Exposure Data
I�RAM Frame v14.05.02.00 Page 2/2
MJ Structural Engineers
im
DataBase: mm lofts 05/23/13 12:06:09
Distributed Mass Values for Pseudo -Flexible or Meshed Diaphragms:
Story Diaph # Total Weight Total Mass
kips k-s2/ft
fifth 1 2197.34 68.241
fourth 1 2195.41 68.180
third 1 2195.41 68.180
second 1 2195.41 68.180
WIND EXPOSURE DATA:
Calculated Values:
Story Diaph #
Building
Extents (ft)
Expose
Parapet
Min X
Max X
Min Y Max Y
It
fifth 1
-0.00
155.50
8.33
119.50
Full
0.00
fourth l
-0.00
155.00
8.33
119.58
Full
0.00
third 1
-0.00
155.00
8.33
119.58
Full
0.00
second 1
-0.00
155.00
8.33
119.58
Full
0.00
STORY GRAVITY LOADS DATA:
Includes Weight of:
Beams
Columns
Walls
Slabs/Deck
Live Load Reduction (Calculated)
Reducible : 0.00%
Storage: 0.00%
Roof : 0.00%
Calculated Values:
Story Diaph #
Dead
Xe
Ye
Live
Xe
Ye
kips
It
ft
kips
It
It
fifth l
2404.75
77.00
64.14
682.66
78.25
64.19
fourth l
2296.22
76.86
64.17
681.92
78.17
64.23 I
third 1
2296.22
76.86
64.17
681.92
78.17
64.23 --
second 1
2296.22
76.86
64.17
681.92
78.17
64.23
Story Diaph #
Roof
XC
Ye
Combine
kips
ft
ft
fifth 1
0.00
0.00
0.00
None
fourth 1
0.00
0.00
0.00
None
third 1
0.00
0.00
0.00
None
second 1
0.00
0.00
0.00
None
RAMMJ
Loads and Applied
RAM Frame v14.05.02.00
Structural Engineers
DataBase: mm lofts
Forces
05/23/13 12:06:1
kips
LOAD CASE: seismic
fifth
1 0.000
Seismic ASCE 7-10 Equivalent Lateral Force
fourth
l 0.000
Site Class: D Importance Factor: 1.00 Ss: 0.471 g
S1: 0.163 g
TL: 8.00 s
Fa: 1.423 Fv: 2.148 SDs: 0.447 g
SDI: 0.233 g
1 0.000
Occupancy Category: I Seismic Design Category: D
263.71
0.00
Provisions for: Force
30.75
197.58
Ground Level: Base
third
20.50
Dir Eccent R Ta Equation
Building Period -T
second
X + And - 6.0 Std,Ct=0.020,x=0.75
Calculated
0.00
y + And - 6.0 Std,Ct=0.020,x=0.75
Calculated
Dir Ta Cu T T -used Eg12.8-2 Eg12.8-3
Eg12.8-5
k
X 0.324 1.467 0.442 0.442 0.074
0.088 0.0197
1.000
Dir Ta Cu T T -used Eg12.8-2 Eg12.8-3
Eg12.8-5
k
y 0.324 1.467 0.393 0.393 0.074
0.099 0.0197
1.000
Total Building Weight (kips) = 8846.21
APPLIED DIAPHRAGM FORCES
Type: EQ_ASCE710_X_+E F
Level Diaph.# Ht Fx
Fy
X y
ft kips
kips
ft ft
fifth 1 41.00 263.71
0.00
76.90 69.71
fourth 1 30.75 197.58
0.00
76.81 69.73
third 1 20.50 131.72
0.00
76.81 69.73
second 1 10.25 65.86
0.00
76.81 69.73
Applied Loads for Pseudo -Flexible or Semirigid Diaphragms:
Story
Diaph # Sum Fx
Sum Fy
kips
kips
fifth
1 0.000
0.000
fourth
l 0.000
0.000
third
1 0.000
0.000
second
1 0.000
0.000
0.00 0.00
APPLIED STORY FORCES
Type: EQ_ASCE710_X_+E_F
Level
Ht
Fx
Fy
ft
kips
kips
fifth
41.00
263.71
0.00
fourth
30.75
197.58
0.00
third
20.50
131.72
0.00
second
10.25
65.86
0.00
Loads and Applied Forces
RAM Frame v 14.05.02.00
MJ Structural Engineers
DataBase: mtn lofts
APPLIED DIAPHRAGM FORCES
Type: EQ_ASCE710_X_-E F
Level Diaph.#
Ht Fx
ft kips
fifth
1
41.00
263.71
fourth
1
30.75
197.58
third
1
20.50
131.72
second
1
10.25
65.86
Applied Loads for Pseudo -Flexible
or Semirigid Diaphragms:
Story
Diaph #
20.50
Sum Fx
131.72
84.56
64.16
kips
fifth
1
84.56
0.000
fourth
1
0.000
third
1
0.000
second
1
0.000
0.00
APPLIED STORY FORCES
Type: EQ_ASCE7 I 0_X_-E_F
Level
Ht
Fx
Fy
ft
kips
kips
fifth
41.00
263.71
0.00
fourth
30.75
197.58
0.00
third
20.50
131.72
0.00
second
10.25
65.86
0.00
APPLIED DIAPHRAGM FORCES
Type: EQ_ASCE710_Y_+E F
Level Diaph.#
fifth I
fourth l
third I
second I
658.87 0.00
Page 2/3
05/23/13 12:06:09
Fy
X
Y
kips
ft
ft
0.00
76.90
58.59
0.00
76.81
58.60
0.00
76.81
58.60
0.00
76.81
58.60
Sum Fy
kips
0.000
0.000
0.000
0.000
0.00
Ht
Fx
Fy
X
Y
ft
kips
kips
ft
ft
41.00
0.00
263.71
84.67
64.15
30.75
0.00
197.58
84.56
64.16
20.50
0.00
131.72
84.56
64.16
10.25
0.00
65.86
84.56
64.16
Applied Loads for Pseudo -Flexible or Semirigid Diaphragms:
Story Diaph # Sum Fx Sum Fy
kips kips
fifth 1 0.000 0.000
Loads and Applied Forces
RAM Frame v14.05.02.00 Page 3
RAMMJ Structural Engineers
DataBase: mtn lofts 05/23/13 12:06:1
fourth 1 0.000 0.000
third 1 0.000 0.000
second 1 0.000 0.000
0.00 0.00
APPLIED STORY FORCES
Type: EQ_ASCE7l0_Y_+E_F
Type: EQ_ASCE710_Y_-E F
Level
Ht
Fx
Fy
ft
kips
kips
fifth
41.00
0.00
263.71
fourth
30.75
0.00
197.58
third
20.50
0.00
131.72
second
10.25
0.00
65.86
0.00 658.87
APPLIED DIAPHRAGM FORCES
Type: EQ_ASCE710_Y_-E F
Level Diaph.#
Ht
Fx
Fy
X
Y
ft
kips
kips
ft
ft
fifth 1
41.00
0.00
263.71
69.12
64.15
fourth 1
30.75
0.00
197.58
69.06
64.16
third 1
20.50
0.00
131.72
69.06
64.16
second 1
10.25
0.00
65.86
69.06
64.16
Applied Loads for Pseudo -Flexible or Semirigid
Diaphragms:
Story Diaph #
Sum Fx
Sum Fy
kips
kips
fifth 1
0.000
0.000
fourth 1
0.000
0.000
third 1
0.000
0.000
second 1
0.000
0.000
0.00
0.00
APPLIED STORY FORCES
Type: EQ_ASCE710_Y_-E_F
Level Ht
Fx
Fy
ft
kips
kips
fifth 41.00
0.00
263.71
fourth 30.75
0.00
197.58
third 20.50
0.00
131.72
second 10.25
0.00
65.86
0.00 658.87
F
Wall Group Force Summary
RAM Frame v14.05.02.00
e�u MJ Structural Engineers
ILIInI DataBase: mtn lofts 05/23/13 12:06:
Building Code: IBC
CRITERIA:
Rigid End Zones: Ignore Effects
Member Force Output: At Face of Joint
P -Delta: Yes Scale Factor: 1.00
Ground Level: Base
Mesh Criteria:
Max. Distance Between Nodes on Mesh Line (ft) : 4.00
Merge Node Tolerance (in) : 0.0100
Geometry Tolerance (in) : 0.0100
Walls Out -of -plane Stiffness Not Included in Analysis.
Sign considered for Dynamic Load Case Results.
LOAD CASES:
D
DeadLoad
Lp
PosLiveLoad
El
seismic
F2
seismic
E3
seismic
E4
seismic
WALL GROUPS INFORMATION:
Level: fifth
WallGrp.#
Xcg
Ycg
It
ft
1
81.50
8.75
2
81.50
119.16
3
0.42
63.91
4
154.42
63.91
Level: fourth
Wa11Grp.#
1
2
3
4
Level: third
WallGrp.#
1
2
3
4
Xcg
ft
81.50
81.50
0.42
154.42
Xcg
ft
81.50
81.50
0.42
154.42
Ycg
ft
8.75
119.16
63.91
63.91
Ycg
It
8.75
119.16
63.91
63.91
RAMUSER
RAMUSER
EQ_ASCE710_X_4E_F
EQ_ASCE710_X_-E
F
EQ_ASCF710_Y_+E
F
EQ_ASCE710_Y_-E_F
Zcg
ft
30.75
30.75
30.75
30.75
Zcg
ft
20.50
20.50
20.50
20.50
Zcg
ft
10.25
10.25
10.25
10.25
LocalAxis
0.00
0.00
90.00
90.00
LocalAxis
0.00
0.00
90.00
90.00
LocalAxis
0.00
0.00
90.00
90.00
Wall Group Force 5ummaa
RAM Frame v14,05.02.00 Page 2/5
MJ Structural Engineers
DataBase: mtn lofts 05/23/13 12:06:09
Building Code: IBC
Level: second
WallGrp.#
Xcg
Ycg
Zcg
LocalAxis
ft
ft
ft
1
81.50
8.75
0.00
0.00
2
81.50
119.16
0.00
0.00
3
0.42
63.91
0.00
90.00
4
154.42
63.91
0.00
90.00
Wall Group Force Summary
RAM Frame v14.05.02.00 Page 3,
MJ Structural Engineers
DataBase: mtn lofts 05/23/13 12:06:0
Building Code: IBC
WALL GROUPS FORCE INFORMATION:
Level: fifth
WallGrp.# LdC
2
3
4
D
Lp
E1
E2
E3
E4
D
Lp
EI
E2
E3
E4
D
Lp
E1
E2
E3
E4
D
Lp
El
E2
E3
E4
Level: fourth
WallGrp.4 LdC
1
tj
3
D
Lp
E1
E2
E3
E4
D
Lp
El
E2
E3
E4
D
P
Mmajor
Mminor
Vmajor
Vminor
Torsion
kips
kip -ft
kip -ft
kips
kips
kip -ft
75.82
-132.82
-0.60
-9.94
-0.12
0.08
14.34
-39.11
-0.20
-2.88
-0.04
0.03
-0.02
1279.09
0.02
128.71
0.00
0.12
-0.01
1348.57
0.02
135.90
0.00
0.13
-0.59
46.13
0.23
4.64
0.04
0.01
-0.60
-51.08
0.23
-5.42
0.04
-0.02
75.71
-106.98
0.62
-7.04
0.12
-0.09
14.31
-31.29
0.20
-1.99
0.04
-0.03
-0.01
1351.15
-0.02
136.13
-0.00
-0.13
-0.01
1281.64
-0.02
128.94
-0.00
-0.12
0.59
-46.21
0.23
-4.64
0.04
0.01
0.59
51.05
0.23
5.42
0.04
-0.02
91.21
63.75
0.44
1.58
0.09
-0.02
16.10
19.78
0.14
0.60
0.03
-0.01
-0.54
71.36
-0.40
7.21
-0.08
-0.01
-0.54
-66.22
-0.40
-6.70
-0.08
0.01
0.00
1232.06
0.00
123.20
0.00
-0.06
0.00
1424.49
0.00
142.65
0.00
-0.08
139.92
27.55
-2.71
3.68
-0.52
-0.01
31.83
9.27
-0.92
1.22
-0.18
-0.00
0.57
-71.68
-0.35
-7.21
-0.07
-0.01
0.57
66.39
-0.35
6.70
-0.07
0.01
0.00
1415.60
-0.00
141.41
-0.00
0.13
0.00
1222.47
-0.00
121.96
-0.00
0.10
P
Mmajor
Mminor
Vmajor
Vminor
Torsion
kips
kip -ft
kip -ft
kips
kips
kip -ft
148.79
-216.44
-0.57
-6.44
-0.11
0.08
28.37
-65.03
-0.19
-1.94
-0.04
0.03
-0.03
3549.97
0.02
224.90
0.00
0.10
-0.02
3753.51
0.02
238.34
0.00
0.11
-1.11
133.89
0.24
8.67
0.05
0.00
-1.13
-150.53
0.23
-10.10
0.05
-0.02
148.54
-172.49
0.59
-4.49
0.12
-0.08
28.28
-51,65
0.20
-1,33
0.04
-0.03
-0.02
3761.19
-0.02
238.83
-0.00
-0.12
-0.03
3557.58
-0.02
225.39
-0.00
-0.10
1.11
-133.98
0.24
-8.67
0.05
0.00
1.12
150.54
0'23
10.10
0.05
-0.02
179.97
119.54
0.41
1.27
0.08
-0.02
Wall Group Force Summaa
RAM Frame v14.05.02.00 Page 4/5
MJ Structural Engineers
DataBase: mtn lofts 05/23/13 12:06:09
Building Code: IBC
Wa11Grp.# LdC
P
Mmajor
Mminor
Vmajor
Vminor
Torsion
Lp
32.18
38.26
0.14
0.50
0.03
-0.01
E1
-1.01
195.19
-0.39
12.30
-0.08
-0.01
E2
-1.01
-181.22
-0.39
-11.43
-0.08
0.01
E3
0.00
3421.04
-0.00
216.22
-0.00
-0.04
E4
0.00
3946.99
-0.00
249.35
0.00
-0.06
4 D
273.26
51.88
-2.73
2.75
-0.53
-0.00
Lp
63.15
17.92
-0.94
0.97
-0.18
-0.00
El
1.06
495.75
-0.35
-12.30
-0.07
-0.01
E2
1.06
181.64
-0.35
11.43
-0.07
0.01
E3
0.00
3917.81
0.00
247.01
0.00
0.12
E4
0.00
3390.49
0.00
213.88
0.00
0.09
Level: third
Wa11Grp.#
LdC
P
Mmajor
Mminor
Vmajor
Vminor
Torsion
kips
kip -ft
kip -ft
kips
kips
kip -ft
1
D
220.93
-327.04
-0.50
-8.71
-0.10
0.09
Lp
42.13
-99.59
-0.17
-2.68
-0.03
0.03
El
-0.04
6481.08
0.01
288.91
0.00
0.07
E2
-0.03
6863.41
0.02
306.67
0.00
0.08
E3
-1.59
250.20
0.21
11.44
0.04
0.00
E4
-1.61
-283.75
0.21
-13.35
0.04
-0.01
2
D
220.56
-267.48
0.51
-6.94
0.10
-0.09
Lp
42.00
-81.41
0.17
-2.12
0.03
-0.03
El
-0.03
6878.01
-0.01
307.33
-0.00
-0.08
E2
-0.04
6495.60
-0.01
289.57
-0.00
-0.07
E3
1.59
-250.29
0.21
-11.44
0.04
0.00
F4
1.61
283.79
0.21
13.35
0.04
-0.01
3
D
267.66
180.07
0.35
1.71
0.07
-0.02
Lp
47.93
58.24
0.12
0.64
0.02
-0.01
El
-1.42
353.39
-0.33
15.63
-0.07
-0.01
E2
-1.42
-328.23
-0.33
-14.53
-0.07
0.01
E3
0.00
6248.73
-0.00
278.28
-0.00
-0.02
E4
0.00
7200.68
-0.00
320.38
-0.00
-0.04
4
D
406.38
78.36
-2.70
2.91
-0.53
-0.00
Lp
94.37
27.28
-0.93
1.03
-0.18
-0.00
EI
1.49
-354.16
-0.30
-15.63
-0.06
-0.01
E2
1.49
328.86
-0.30
14.53
-0.06
0.01
E3
0.00
7143.47
0.00
317.34
0.00
0.08
E4
0.00
6189.57
0.00
275.24
0.00
0.06
Level: second
Wa11Grp.9
LdC
P
Mmajor
Mminor
Vmajor
Vminor
Torsion
kips
kip -ft
kip -ft
kips
kips
kip -ft
I
D
291.83
-405.23
-0.16
-5.02
-0.05
0.05
Wall Group Force Summary
RAM Frame v14.05.02.00 Page
MJ Structural Engineers
DataBase: mtn lofts 05/23/13 12:0
Building Code: IBC
WaIIGrp.#
LdC
P
Mmajor
Mminor
Vmajor
Vminor
Torsion
Lp
55.49
-124.45
-0.05
-1.56
-0.02
0.02
E1
-0.05
9742.09
0.00
320.11
0.00
0.02
E2
-0.03
10332.70
0.00
340.65
0.00
0.03
E3
-1.93
383.40
0.13
13.06
0.03
0.00
E4
-1.95
-441.22
0.13
-15.61
0.03
-0.01
2
D
291.36
-340.10
0.16
-4.18
0.05
-0.05
Lp
55.32
-104.65
0.05
-1.30
0.02
-0.02
E1
-0.03
10355.24
-0.00
341.42
-0.00
-0.03
E2
-0.05
9764.51
-0.00
320.88
-0.00
-0.02
E3
1.93
-383.50
0.13
-13.06
0.03
0.00
E4
1.95
441.28
0.13
15.61
0.03
-0.01
3
D
353.83
233.11
0.11
0.99
0.03
-0.01
Lp
63.19
75.40
0.04
0.37
0.01
-0.00
E1
-1.70
526.84
-0.19
17.06
-0.04
-0.00
E2
-1.70
-489.41
-0.19
-15.86
-0.04
0.00
E3
0.00
9399.92
-0.00
309.14
-0.00
-0.00
E4
0.00
10818.85
-0.00
355.08
-0.00
-0.01
4
D
539.25
91.33
-0.88
1.52
-0.26
-0.00
Lp
125.49
31.90
-0.30
0.54
-0.09
-0.00
E1
1.78
-527.74
-0.18
-17.06
-0.04
-0.00
E2
1.78
490.18
-0.18
15.86
-0.04
0.00
E3
0.00
10731.85
0.00
351.97
0.00
0.03
E4
0.00
9310.59
0.00
306.04
0.00
0.02
/%bk*NJ
STRUCTURAL
ENGINEERS
Title
Sheet Number:
Job Number:
Date:
By:
Sheet Number
SIRU( ruanL, Job Number:
INGINI:LRS
Date:
By:
Title
FOOTING LENGTH REQUIRED GIVEN THE ALLOWABLE SOIL PRESSURE,
AXIAL LOAD AND MOMENT ABOUT THE FOOTING LENGTH
(To Run, Push "CTRL C')
by W. C. Barker (4/14/00) 5/24/2013
Project: Mtn. Lofts WG2
Engineer: RDM
Description: 0.6DL+0.71 EQ
392.46
FOOTING AND ALLOWABLE SOIL PRESSURE INPUT:
Footing Code: 1
(1: Include Footing Weight; 2: Exclude Footing Weight)
Iterate: 1
(1=yes, 2=no)
Length; L (ft): 43.00
Width; B (ft): 12.00 Depth; t(in): 30.00
Delta L (ft): 0.00
Delta B (ft): 0.00 Delta t (in): 1.00
Qa (ksf): 8.00
LOADING INPUT:
409.00 Axial Load Multiplier: 0.60
Moment Load (kip -ft):
10335.00 Moment Load Multiplier: 0.71
PROGRAM OUTPUT:
Required Fooling Length (ft):
43.00
Actual Foot Weight (kips):
245.10 Footing Volume (yd3): 60.52
Reduced Axial Load (kips):
392.46
Eccentricity = M/P (ft):
18.70
X (ft):
8.4088
Q min at X (ksfl:
0.00
Q max at toe (ksfl:
7.7788 Iterations: 8
Footing Dimensions are acceptable. Length - "L" (feet): 43.00
Width - "B" (feet): 12.00
Thickness - "t" (inches): 38.00
FOOTING LENGTH REQUIRED GIVEN THE ALLOWABLE SOIL PRESSURE,
AXIAL LOAD AND MOMENT ABOUT THE FOOTING LENGTH
(To Run, Push "CTRL C') by W. C. Barker (4/14/00) 5/23/2013
Project: Mtn, Lofts WG 3
Description: 0.6DL+0.71 EQ
Engineer: RDM
FOOTING AND ALLOWABLE SOIL PRESSURE INPUT: -
Footing Code: 1 (1: Include Footing Weight; 2: Exclude Footing Weight)
Iterate: 1 (1=yes, 2=no)
Length; L (ft): 46.00 Width; B (ft): 9.00 Depth; t(in): 34.00
Delta L (ft): 0.00 Delta B (ft): 0.00 Delta t (in): 1.00
Qa (ksf): 8.00
LOADING INPUT:
483.00 Axial Load Multiplier: 0.60
Moment Load (kip -ft): 10818.00 Moment Load Multiplier: 0.71
PROGRAM OUTPUT
Required Footing Length (ft):
46.00
Actual Foot Weight (kips):
181.13 Footing Volume (yd3): 44.72
Reduced Axial Load (kips):
398.48
Eccentricity = M/P (ft):
19.28
X (ft):
11.1737
Q min at X (ksf):
0.00
Q max at toe (ksf):
7.9249 Iterations: 1
FOOTING DIMENSIONS:
Footing Dimensions are acceptable. Length - "L" (feet): 46.00
Width -'B" (feet): 9.00
Thickness - "t" (inches): 35.00
FOOTING LENGTH REQUIRED GIVEN THE ALLOWABLE SOIL PRESSURE,
AXIAL LOAD AND MOMENT ABOUT THE FOOTING LENGTH
(To Run, Push "CTRL C") by W. C. Barker (4/14/00) 5/24/2013
Project: Mtn. Lofts WG 4 (double wall)
Description: 0.6DL+0.71 EQ
Engineer: RDM
FOOTING AND ALLOWABLE SOIL PRESSURE INPUT:
Footing Code: 1 (1: Include Footing Weight; 2: Exclude Footing Weight)
Iterate: 1 (1=yes, 2=no)
Length; L (ft): 48.00 Width; B (ft): 15.00 Depth; t (in): 38.00
Delta L (ft): 0.00 Delta B (ft): 0.00 Delta t (in): 1.00
Oa (ksf): 8.00
LOADING INPUT:
966.00
Moment Load (kip -ft): 21464.00
PROGRAM OUTPUT:
Required Footing Length (ft):
48.00
Actual Foot Weight (kips):
342.00
Reduced Axial Load (kips):
784.80
Eccentricity = MIP (ft):
19.42
X (ft):
13.7453
Q min at X (ksf):
0.00
Q max at toe (ksf):
7.6128
Axial Load Multiplier: 0.60
Moment Load Multiplier: 0.71
Footing Volume (yd3):
84.44
Footing Dimensions are acceptable. Length - "L" (feet): 48.00
Width -'B" (feet): 15.00
Thickness - "t" (inches): 38.00
:�
� � y C
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