20120151 Field Rev Plan 05242012I•
0
•
0TH PL W
14 WA 90021
80 -9W8
80 -0]15 FM
GM 12.
FIELD REVISION
FOR
PLAN 1936
YELM, WASHINGTON
NOTE: This stamp applies is
Me members and assemblies
descXCed In these calculations
only and is only valid N N Is a
vttaYmp.
I•
•
L LU _ RFPf-
10� a IF ..O
n
`F
LIVING
..AGE
Ek1
sTNen¢. -hP �-
O1 ADO TS SEG&I TO WALL TOP PLATE
Q A V HOLDOWN MAY BE USED IN UEU OF THE STHDIOHJ HOLDOWN,
SEE DETAIL D
Q AN HDOS HOIBOWN MAY BE USED IN UEU OF THE STHDU HOLDOWN.
SEEDEFAILC
Q HR S, SEE ATTACHED DETAIL
NOTE, ALL EXTERIOR WALLS TO BE SW-6 U.N.O.
MAIN FLOOR SHEAR WALLS
DETAIL
0
(2)2x_HF #25ND5
•
WC
WELLER CONSULTING ENGWEERS,
P.C.
y "HALL- THKEAN
219258MPIre W
• Bd [!, WA 9NR1 • Po(425)4U- S •
Fu(425)496 -6715• w ngr@w ml.w
DETAIL
0
(2)2x_HF #25ND5
KM HOI
y "HALL- THKEAN
SET-%PErO GMT
PERMANIIFAGTIREK5
REUMMENOATIONS
RIM JOIST W /SOLID &.OLKING
ILL RATE
•
A Na
e
elna
a a
DETAIL
0
0
0 1
DESIGN LOADS:
FLOOR DL =IOPSF
LL = 40 PSF
JOISTS 2 x I0 HF # 21S I6" O.C.
NOTE' PROVIDE LUS28 HANGERS
ALL FLUSH FRAMED ENDS
HEADERS: 4 x 8 OF # 2 U.N.O.
NOTE: PROVIDE(I) 2X TRIMMER
ALL HEADERS U.N.O
H2: 3118 x 9 GLB (W-V41
1-13: 5118 x 12 GLB (24E -W)
Gp
. ..
LIVING
f .1 GARAGE
•
NOTE: PROVIDE SOLID FRAMING
IN JOIST SPACE TO FOUNDATION
FOR ALL K. LOADS ABOVE
�F• N3 G3 V
UPPER FLOOR FRAMING PLAN
V3
BEAMS:
NOTE: PROVIDE T2/ 2 X POST
ALL BEAMS U.N.O.
B2:
6 314 x 15 GLIB (MF -V4)
B3:
(2) 2 x 10 HF #2
8<:
5118 x 13112 GLB (24F-V4)
B5:
(2) 2 x 10 HF #2
^R7'
3 2z HF #2
T:
�Mri6L�W -V/f
COLUMNS:
CL
(3) 2 x6 HF#2
C3:
(2) 2x6 HF#2
C4:
(5) 2 x6 HF 02
HANGERS:
HGR2:
LUS210 -2
UPPER FLOOR FRAMING PLAN
V3
K:
0
x l
LJ
V4
DESIGN LOADS:
FLOOR DL =10 PSF
LL = 40 PSF
JOISTS: 2 x 10 NF #20 IS- OC
NOTE.-PRO E LW28 HANGERS 0
ALL FLUSH FRAMED ENDS
BEAMS: 4 x 10 OF # 2 U.N.O.
NOTE:PRONDE4x4POST
ALL BEAMS U.N.O.
PROVIDE 4 x 8 POST
ALL BEAM SPLICES U.N.O.
NOTE: PROVIDE SOLID FRAMING
IN JOIST SPACE TO FOUNDATION
FOR ALL PT. LOADS ABOVE
MAIN FLOOR FRAMING PLAN
8eeniClwk vY00B#mWO: WeBar CLIPPER FLOOR FRMIN Raptl5231 -BST)B
• NOO 1935 UPPEN FLOOR FRWASa
NWKBEPM Oeb:5RM12
Seldom; SiI8x 10 -1f2 GL82W- VOOFIOF Lu =00Fl
CwxM ND52005
Min Beamq Area R1= Beln- R2 =7.2in' (1S)OLGRA= 0.19in Ramm Canper -D.iB in
AlMpufes
Cw
Stood
Sta
Ratio
vain:
•
CJ
Beam SW"
105fl
Rewdon I LL
3527A
Reaction2 LL 3013#
Beem M0rfl
1308#
Reedion I
SEEM
Reaction 2 TL 1803#
am M lm9mbd
13]#
ManumnV
5609 #
Max Wmem
1wX?4V
MaxV(Rsewmd(
45819
RMex Oefl
L12Q
TLA )Dst
L)320
LLMm Cell
L 1361
-LA da!Oefl
11604
Socon n
Simrm
TLCefl a
LLOM
04.19
53.81
on
0.21
]2.62
N.13
053
035
OK
OK
OK
OR
TM
54%
75%
6M
Fbaxodd
Fv Wl E
e miff
Fcl tl
Reler¢ap VWUS
24M
240
1.6
M
ualse Values
2400
240
19
&W
cvvdwne
IM
U Dwatiw
too
I'M
GRepatiove
I'm
Ch Seear 5""
NIA
can Val Use
109
109
LOO
109
Cl Slaxiiy
10908
Rb =0.00 P ^O.00 FI
UNbml LL:200 UMbnn TL: A50
=A
Par UmfLL Par UndTL SM 6q
400 R =640 0 e0
1 =80 0 9.0
I
R
Und ml Larval A
0
R1 = %00 R2 =4603
SPAN =105Fi
UMblm and paROl uniform was are Ilan Fa Ilreal e.
Reem4Makv21b9 1¢00 Lmaltll✓p E.vpreeta.P.c Ra0#5230.Srn
PLAN 1936 MVN FLOOR FRNANO
• DBLJOIST Oow. WN12
BNxMn (212x18HF#2 W =00R W®OH =00Ft
Cond/lons NOS 2005, Overhang
MnBeanng Area Rt =OBIn'R2=t0In' (LS)OLOe11 =OWmn
Data
Ax °, e
Atluel
Cntiml
slams
RMa
VNUes
A
0
UNbrm LL'40 UnitxmT SO =A UMmm LA on BMa an
Par Urv.ILL Par UrATL Stad EM
40 K =W (OH) 0 2.0
75 L - IM(Of 0 30
Uriilonn LmEA K
0
R1 =372 R2 -718
BACKSPAN =U FT OH =2Fi
IlNbrm eM parhal urtitorm loafs are YS Ter lineal R Ounha " lead dirarces are lido H2.
1!Ofl
WmAon1LL
2M#
Remb an2 LL
628#
rfl
874#
Rinmhon l TL
322#
Razwdon 2T
T18#
In, rEN
lLmmwmu`c
100#
Mm'4numV
422tl
lNeTerp Lengtli
20fl
nent
1201Y
Mn V IReEU�
379#
Trial Beam LmSth
i60fl
OeA
L12Q
ILA M
L /914
OH TL ACml Deft
L/524
�fl
LI3W
LLkml DO
L /NW3
OH LLAduel OM
L /631
Sedlon (irM
Sheer n'
TLCeflm
LLCM
OH TL OH LLOefl
4278
27,75
018
0.11
-009
-000
1340
3.29
0.70
047
020
0.13
OK
OK
OK
OK
OK
OK
31%
12%
28%
2500
48%
43%
Fh v
Fv (PS4
E r mil
Fcl a
Reference Values
850
IM
1.3
405
Animated Values
1075
in
13
405
OF See Fact
1.100
Cd Duration
1.15
1.15
Cr FamelTVe
1M
Ch Shear Barren
NIA
Cm WN Use
100
103
1.00
1.00
cl sledhn
1.36000
Rh =O.aO Le mom Fl
0 StW14@OH
LOWS
R5 =0M to =0.0DR
UNbrm LL'40 UnitxmT SO =A UMmm LA on BMa an
Par Urv.ILL Par UrATL Stad EM
40 K =W (OH) 0 2.0
75 L - IM(Of 0 30
Uriilonn LmEA K
0
R1 =372 R2 -718
BACKSPAN =U FT OH =2Fi
IlNbrm eM parhal urtitorm loafs are YS Ter lineal R Ounha " lead dirarces are lido H2.