20040108
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CITY OF YELM - BUILDING DEPARTMENT
RESIDENTIAL CERTIFICATE OF OCCUPANCY
Building Address
407 SOlberq St. NW
Owner Name
Owner Address
Racheke Rioux
407 Solbero St. NW
Yelm, WA 98597
Building Permit Number
BLD-04-01 08- YL
Plan Number
Plan 1004
Remarks
Areas Inspected
All Code required
Special Conditions
Building Official.
G. Carlson
Date
November 15, 2005
This structure is in compliance with the International Residential Code (Chapter
51-51 WAC) as adopted by the Washington State Building Code Council pursuant
to Chapters 19 27 and 70 92 RCW, effective July 1, 2004
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,,_, I YiOU"i SeWER DEPT
FAX NO 360-45B-EI166
Nov 14 2005 05 45PM Pi
FAX TRANS~v1ISSION
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~:J0 FAX 360-458-8166
TO: TI-Jt,u DATE: If-ILl-a')
FAX#:
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CITY OF YELM INSPECTION LOG
PERMIT NUNffiER
h.rr '-I L f1'
tJ4- D lob
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PROJECT
ADDRESS
SET BACKS Date
Front
Rear
) SIdelFlankmg
\~~ SIde
~I;~ FOOTING REBAR
Comments
FOOTING
\V ALL
12" 6"
16" 8"
other other
reqUIred vents ./
o./"'Date#WALLREBAR /Date Iq1~'I
c
COMBINED FRAM:E/ EXTERIOR SHEAR WALL INSPECTION
Hold downs Shear Nallmg OF. 4-I-OS ill.
Frame Gas/Propane
Plumbmg Mecharucal
Comments
INSULATION Gas
Foam and Seal
Comments tJL V J1i
SHEET ROCK/SHEAR WALL NAIL
Comments d\ / ~ \, 7 JgJ~
I
OTHER Comments
Electnc
Vapor barner
other
PVA
FINAL /'
/Se~Fmal
Adress
4~al
)HSulatlOn
Civil FmaJ
SIte Dramage
Landscape F}naJ
Slde\\'aJ~
Comments
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Permit No
BlD-04-0108-YL
City ofYelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
I certify that I have read and examined the information contained within the application and know the same
to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of
Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants,
easements and restrictions of record. If applying as a contractor, I futher certify that I am currently
",;'10'" ;0 0 :I:I~ of ~:h;:::. .,'J
Signature ~
Name. Rachele Rioux
Address. 1213 SE Cora St., #A
Property Information
Site Address. 407 Solberg St.
Assessor Parcel No 59710000400
Contractor Information.
Name Owner
Address
Contractor License No
Project Information.
Project: Longmire Estates, Lot 4
Description of Work: 1004 SFR
Sq. Ft. per floor' (1 st) 0
Heat Type (Electric, Gas, Other)
Fees:
Item
Building Permit - Other
Building Plan Review
Mechanical Permit
Plumbing Permit
Sewer ERU
Sewer Inspection
Water ERU
Water Meter (SFD)
Water Deposit
Traffic Facilities Charge
Sewer Deposit
State Building Fee
TOTAL FEES
Applicant's ~ffada.vi!:,
Firm
Issue Date 08/04/2004
(Work must be started within 180 days)
Receipt No
Phone
456-0545
City' Lacey
State WA Zip
Subdivision: Longmire Estates
Lot: 4
Contact:
Phone
City'
State.
Zip'
Expires.
Business License.
(2nd) 0
(3rd) 0
Garage 0
Basement 0
Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc
-------------
812.43 0.00 000 o 0000 o 0000 $1,000
528 08 000 000 o 0000 o 0000
3875 000 0.00 o 0000 o 0000
6900 20.00 4900 7 0000 7 0000 Fixture
5,26900 000 5,269 00 5,269 0000 1 0000 ERU
145 00 000 145 00 145 0000 1 0000 ERU
1,50000 000 1,50000 1,5000000 1 0000 ERU
300 00 300 00 000 o 0000 o 0000
4000 4000 000 o 0000 o 0000
757 50 000 757 50 750.0000 1 0100 Peak PM Trip
5000 5000 000 o 0000 o 0000
450 450 000 o 0000 o 0000
$9,514.26
-.-.
OFFICIAL USE'ONLY
# Sets of Prints.
Date
8 -Il,- ~4-
F:...::~O~
...BY:~
o
c
City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
\'iJ~
W
PAID
Name: Rachele Rioux
Address'
proje<;t I nfor,11HI~!2[l
Project: Longmire Estates, Lot 4
Description of Work: 1004 SFR
Site Address
407 Solberg S1.
Fees:
Item Acct Code
-------------------------- --------------
032- Building Permit - Other 032
/tJV 001-322-10-00
Building Plan Review
632.... 100
Mechanical Permit 001-345-83-00
CtJ3L. Plumbing Permit 032
to J- 001-322 -10-00
Sewer ERU
ro( 032
Sewer Inspection 001-322-10-00
7 fJJ tJ Water ERU 802
1/J- 412-343-50-01
Water Meter (SFD)
1,/0 805
Water Deposit 412-343-80-00
LjUJ Traffic Facilities Charge 760
404-343-80-34
1'12- Sewer Deposit
712
1ft 0 State Building Fee 401-343-80-01
740
402-389-00-00
420
120-344-85-00
742
402-389-01-00
o
3Z,~1g
Permit Fees Schedule
Permit No BLD-04-0108-YL
AUG 1 2 2004
" "^
ClnrtJF ~ELM
City'
State
Zip
Assessor Parcel No 59710000400
Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc
-------------
812.43 0.00 000 o 0000 o 0000 $1,000
528 08 000 000 0.0000 0.0000
3875 000 000 o 0000 0.0000
6900 2000 4900 7 0000 7 0000 Fixture
5,269 00 000 5,269 00 5,269 0000 1 0000 ERU
145 00 000 14500 145 0000 1 0000 ERU
1,50000 0.00 1,500 00 1,500 0000 1 0000 ERU
300 00 300 00 000 o 0000 o 0000
4000 4000 0.00 o 0000 o 0000
757 50 000 75750 7500000 1 0100 Peak PM Trip
5000 5000 000 o 0000 o 0000
450 450 000 o 0000 o 0000
160 ,,/
001-386-00-00/
TOTAL FEES ( $9,514.26
\
"',.
c
RECEIP1 NO 32898
o
RUNDRED fOURTEEN DOLL~RS & 26 CENTS
FlECENE\) fROM
R~CRELE RI0U1INN ROUSING
401 SOLBERG S't
pO BOX 219 \
SuaNER N~ 98390 alSCELL~NEOUS RECEIPT
LONGa1RE EST~TES. LOT 4 Dl~N~
_~iliI --~--;.-~/
___~_"'0il/-~---_c:;;....,,~EC~10Luaa69' SNR ERU 5269.
-IBLD_04-0108-YL 812.43. REVIENm~283.0~8'DEP 90 TR~FflC 151.50. aC 4.50
INSP 145. NTR ERU 1500. NTR a,~ -' ·
OAiE
08/12/04
REC NO
32898
AMOUNi
9.514.26 CRECK
REf NO
1005
o
Yelm Community Schools
PO Box 476
Yelm, WA 98597
Clerk'
Terminal'
Receigt'
Manual Receipt'
Cray
1
3736
N253863811
NMITIGA nONS
NORTHWEST, HOUSING DEVELOPMENT
9/19/2005 10 53 AM
Qty Item
Price
1 CPF2900 5200 00
MITIGA nON
FOR LONGMIRE MEADOWS LOTS 1,2,3,4,5,6,7 &
8
Subtotal.
Tax,
Tota 1.
Check
6724
Amount Due
5200.00
o 00
5200.00
5200 00
o 00
o
o
Permit Fees Schedule
City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Applicant:
Name: Rachele Rioux
Address 1213 SE Cora St., #A
Project Information
Project: Longmire Estates, Lot 4
Description of Work: 1004 SFR
Site Address. 407 Solberg St.
Fees.
Item Acct Code
Building Permit - Other
032
001-322-10-00
Building Plan Review
Mechanical Permit
100
001-345-83-00
Plumbing Permit
032
001-322-10-00
Sewer ERU
Sewer Inspection
032
001-322-10-00
Water ERU
802
412-343-50-01
Water Meter (SFD)
Water Deposit
805
412-343-80-00
Traffic Facilities Charge
760
404-343-80-34
Sewer Deposit
State Building Fee
712
401-343-80-01
740
402 -389-00-00
420
120-344-85-00
742
402-389-01-00
160
001-386-00-00
TOTAL FEES
Permit No BLD-04-0108-YL
Phone
456-0545
City' Lacey
State. WA Zip 98503
Assessor Parcel No 59710000400
Item Fee Base Amt Unit Fee Unit Rate No Units Unit Desc
-------------
812.43 000 000 o 0000 o 0000 $1,000
528.08 000 000 o 0000 o 0000
38.75 000 000 o 0000 0.0000
6900 2000 4900 7 0000 7 0000 Fixture
5,26900 000 5,269 00 5,2690000 1 0000 ERU
145 00 000 145 00 145 0000 1 0000 ERU
1,50000 000 1,50000 1,5000000 1 0000 ERU
300 00 300 00 000 o 0000 o 0000
4000 4000 000 o 0000 o 0000
757 50 000 757 50 750 0000 1 0100 Peak PM Trip
5000 5000 000 o 0000 o 0000
450 450 000 o 0000 o 0000
$9,514.26
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SITTS & HILL ENGINEERS INC
2901 So, 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253) 474-0153
Project BASE PLAN 1004-2
9329 mcd
03/11/2002
by' BINH TRAN
CHK. NORM NAVARRO
LA TERAL ANAL YSIS .
BASED ON 1997 UNIFORM BUILDING CODE AS AMENDED BY LOCAL JURISDICTION
SEISMIC
USE SIMPLIFIED STATIC PROCEDURE PER UBC SECTION 16298.2
OCCUPANCY CATAGORY 4, SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION
LESS THAN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT)
V = 3 0 Ca W / R
WHERE
SEISMIC ZONE 3
z '= .3
I = 1 0
Ca = 0.36
R = 5.5
w
3 Ca Vv
v=
R
(30-11 )
SEISMIC ZONE FACTOR (TABLE 16-1)
IMPORTANCE FACTOR (TABLE 16-K)
SOIL PROPERTIES UNKNOWN - ASSUME SD SOIL PROFILE (TABLE 16-0)
LIGHT-FRAMED WOOD WALLS SHEAR PANELS (TABLE 16-N)
BUILDING/STRUCTURE WEIGHT (UNIT WT Ib)
BASE SHEAR (Ibs)
DETERMINE SEISMIC WEIGHT (W)
h] = 9 FIRST FLOOR WALLS
hz = 9 SECOND FLOOR WALLS
WI = 25
Ii = 66
Wz '= 0
1z = 0
wf'=27
lr = 68
Pf = 10
Pr '= 10
Pw = 7
AVERAGE WIDTH OF FIRST FLOOR
AVERAGE LENGTH OF FIRST FLOOR
AVERAGE WIDTH OF SECOND FLOOR
AVERAGE LENGTH OF SECOND FLOOR
AVERAGE WIDTH OF ROOF
AVERAGE LENGTH OF ROOF
FLOOR DEAD LOAD (pst)
ROOF DEAD LOAD (pst)
WALL DEAD LOAD (pst)
W'= Iz Wz Pf + If Wf Pr + (II + WI) hi .5 Pw 2 + (Iz + wz) hz Pw 2
3 Ca W
v'=
R
W = 24093 Ibs
v = 473 I
SEISMIC BASE SHEAR (Ibs) TOTAL
Page 1
BASE PLAN 1004-2
...
\
,
SITTS & HILL ENGINEERS INC
2901 So 40th St., Tacoma. WA 98409-5697
Telephone (253) 474-9449
Fax (253) 474-0153
Project BASE PLAN 1004-2
9329.mcd
03/11/2002
by' BINH TRAN
CHK. NORM NAVARRO
DETERMINE BUILDING REDUNDANCY ( P )
20
p'= 2-
fmax ~
SHEAR WALLS rmax(i) = MAX. WALL SHEAR X 10/lw TOTAL STORY SHEAR
rmax = MAX. rmax(i) OVER LOWER 2/3 BLDG H
10<p<15
Vs'=v
Vs = 4731
(~)(~)
fmax =
Vs
fmax = 0.2
AB =wjl,
AB == 1650
20
P = 2-
fmax ~
p = -0.5
1 < P < 1.5 USE
p = 1 0
CALCULATE EARTHQUAKE FORCES ( E ) .
Eh .=V
E, = 0.5,Ca W
VERTICAL COMPONENT OF EARTHQUAKE GROUND MOTION
P Eh
E.=-+E
1 4 v
Ev = 0
ALLOWABLE STRESS DESIGN (EON 30-1)
P Eh
E =-+E
1 4 v
E = 3379.3
TOTAL SESIMIC FORCE BASE SHEAR (Ibs)
Page 2
BASE PLAN 1004-2
SlITS & HILL ENGINEERS INC
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253) 474-0153
Project BASE PLAN 1004-2
9329.mcd
03/11/2002
by' BINH TRAN
CHK. NORM NAVARRO
WIND
USE METHOD 2 - PROJECTED AREA METHOD PER UBC SECTION 1621 3 STRUCTURE LESS
200 FEET IN HEIGHT
P = Ce Cq qs Iw
WHERE
WIND EXPOSURE = B
Ce = COMBINED HEIGHT AND GUST FACTOR COEFFICIENT (TABLE 16-G)
80 mph WIND SPEED
Cq = PRESSURE COEFFICIENT (TABLE 16-H)
qs = WIND STAGNATION PRESSURE BASED ON WIND SPEED (TABLE 16-F)
Iw = IMPORTANCE FACTOR (TABLE 16-K)
Exposure B, 80 mph WIND SPEED
Heiqht Above
Ground (ft.)
Ce
0' to 15'
Cel5 '= 62
15' to 20'
Ce20 = 67
20' to 25'
Ce25 = 72
25' to 30'
Ce30'= 76
30 to 40'
Ce40 = 84
WIND BASE SHEAR.
w = PI 9.5.ft
Vw'=WWI ft
Vw=313941b
Ib
qs=164- Iw=IO Cq=1.3
ft2
Wind Pressure (psf)
PI = qs Iw Cq.Ce15
PI = I3.21bf(2
P2 = qs Iw Cq Ce20
P2 = 14.3Ibf(2
P3 = qs Iw Cq Ce25
P3 = 15 41bf(2
P4 = qs Iw Cq Ce30
P4 = 16.2 Ib ft 2
P5 = qs Iw Cq Ce40
P5 = 17.91bf(2
W = 125 61bft-1
LOAD PER UN FT OF BLDG
WIND BASE SHEAR (Ibs) CONTROLS!!
Page 3
BASE PLAN 1004-2
SITTS & HILL ENGINEERS INC
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253) 474-0153
Project BASE PLAN 1004-2
9329 mcd
03/11/2002
by. BINH TRAN
CHK. NORM NAVARRO
V WIND LOADS PER FOOT LENGTH OF STRUCTURE
2nd Floor Shear Walls
wI .= PI 9.5.ft
wI = 125 61bf(1
w2'= PI 6.5 ft
w2 = 85 91bft-1
VI SHEAR ON SHEAR WALLS
LI = 12 ft L2 =25.5 ft
13 = II ft L4 '= 22 ft
Length Between
Shear Walls
La
Wall B
Lb '= 22 ft
wI (13 + L4) .5
vb'=
Lb
WallC
Wall A.
La = 16.ft
Lc = 20.ft
wI L2 .5
wI L4 .5
va'=
vc =
Lc
va = 100 I ]bf(l
vb = 94.21bft 1
vc = 69 I Ib ft 1
Wall 0
Ld = 22 ft
w2 L1 .5
vd =
Ld
vd = 23 4]b ft-1
VII OVERTURNING MOMENT ON WALLS
1 st floor walls
Shear Length
Wall
Overturning Moment
HW '= 9 ft
ALaI = 5.3.ft OTMa] '= va Lal HW OTMal = 4773.2Ibft
B Lbl.= II ft OTMbl =vb.Lbl HW OTMbl = 93241bft
C Lel'=20.ft OTMc1 =veLc1 HW OTMe] = 12431.91bft
o Ldl = 7.33 ft OTMd] .= vd Ldl HW OTMd] = ]545.8 Ibft
Page 4
BASE PLAN 1004-2
~
SITTS & HILL ENGINEERS INC
2901 So 40th St. Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project BASE PLAN 1004-2
9329.mcd
03/11/2002
by' BINH TRAN
CHK. NORM NAVARRO
VIII SHEAR WALL DEAD LOAD RESISTING MOMENT
15 psf for dl used to take into account of loads from adjacent walls
Shear
Wall
Roof
Dead Load on Wall
Wall
Dead Load Resisting Moment
lli lli
OLRFdl = 13.5 ft 15.- Ldl DLWLdl = HW 10.- Ldl 2 OLdl = OLWLdl + DLRFdl
ft2 ft2
DLWLdl = 1319 41b
1 st floor shear walls
HW = 9 ft
A1
Ib
OLRFal = 2 ft 15 - Lal
ft2
OLRFal = 1591b
B1
Ib
OLRFbl = 2 ft 15 - Lbl
ft2
OLRFbl = 330 Ib
C1
Ib
OLRFel =2ftI5-Lc1
ft2
OLRFcl = 600 Ib
01
OLRFdl = 1484.31b
Ib
DLWLal '= HW 10.- Lal
ft2
DLWLal = 477lb
Ib
DLWLbl = HW 10.- Lbl
ft2
DLWLbl = 990 Ib
Ib
DLWLc1 '= HW 10.- LeI 2
ft2
DLWLcl = 3600lb
OLal = OLWLal + DLRFal
DLal = 6361b
DLRMal = OLal Lal .5
OLRMal = 1685 41bft
OLbl = DLWLbl + DLRFbl
OLbl = 1320lb
OLRMbl = OLbl Lbl .5
OLRMbl = 7260 lb ft
OLc1 = OLWLcl + DLRFcl
OLel = 42001b
OLRMe I = OLc1 Lc1 .5
OLRMe I = 42000 Ib ft
OLdl = 2803 71b
OLRMdl = DLdl Ldl .5
OLRMd 1 = 10275 71b ft
Page 5
BASE PLAN 1004-2
SITTS & HILL ENGINEERS INC
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project BASE PLAN 1004-2
9329.mcd
03/11/2002
by' SINH TRAN
CHK. NORM NAVARRO
IX. HOLDOWN FORCES WALLS
First Floor
A1 HDFal OTMal - DLRMal
Lal
B1 HDFbl OTMbl - DLRMbl
Lbl
C1 OTMel - DLRMel
HDFel
LeI
01 HDFdl OTMdl - DLRMdl
Ldl
X ANCHOR SOL T SPACING
HDFal == 582 61b
HDFbl = 18761b
HDFcl = -1478 41b
HDFdl = -11911b
Table 23-III-J Strength of Anchor bolts in Concrete are equal to 1/2 the design value for a bolt in
double shear using twice the plate thickness.
550 Ib.I.33 = 731.5Ib
Allow Load on 1/2" Oia. Bolt in shear 1 ft spaCing
Ib _I
732 - = 1221bft
6 ft
Allow Shear 1ft for 6' max spacing per code
122 Ib.~ == 146 41bft 1
5 ft
122 ]b.~ = 1831bff'
4ft
Allow Shearlft for 5' max spacing
Allow Shear/ft for 4' max spacing
122 Ib.~ = 2441bft I
3ft
Allow Shearlft for 3' max spacing
6 _I
122 Ib.- = 3661bft
2ft
Allow Shear/ft for 2' max spacing
Page 6
BASE PLAN 1004-2
SlITS & HILL ENGINEERS INC
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253) 474-0153
Project BASE PLAN 1004-2
9329 mcd
03/11/2002
by' BINH TRAN
CHK. NORM NAVARRO
SHEAR STRESS AROUND OPENINGS
WALL SHEAR STRESS A.B./S.P. HORIZ.
SPACING
STRAP FORCE
A va La ] -I 7321b pa.=(val-va) 3 ft
val = val = ]23.2 bft - = 5.9ft Pa = 69.31b
La - 3 ft val
B vb.Lb vbl = 1]5 Ilbf(1 732 ]b Pb'= (vbl - vb) 4 ft
vbl '= - =64ft Pb = 83 7 Ib
Lb - 4 ft vb!
C ve Le vel = 69 ] ]bf(l 7321b PC'= (VCl - vc) 0 ft
VCl = - = 106ft Pc = 0 ]b
Le - 0 ft VCl
0 vdl'= vd Ld vdJ = 27 Ilbf(1 732 ]b Pd = (vdl - vd) 3 ft
- = 27ft Pd = 11 I]b
Ld - 3 ft vdJ
XI SHEAR WALL SUMMARY
MK SHEAR SHEAR HOLDOWN ZONE 1 ZONE 1 HOLDOWN
ZONE 1 ZONE 2 FORCE NAILING NAILING TYPE/DET.
A1 val = 123.21b ft-I va = 100 I Ib ft I HDFal = 582 61b 8d @ 6" 0 c. 8d @ 6" 0 C HPAHD22 OR HD2A
1 G1 OR G3
B1 vbJ = 115 I ]bf(l vb = 94.2]b f(l HDFbl = 187 61b 8d @ 6" 0 C 8d @ 6" 0 c. NO HOLDOWN
C1 1 vc = 69] ]bf(1 HDFc1 = -1478 41b 8d @ 6" 0 c. 8d @ 6" 0 C NO HOLDOWN
VCl = 691 ]bft
2
01 I vd = 23 4 ]bft-1 HDFdl =-1191]b 8d @ 6" 0 C 8d @ 6" 0 c. NO HOLDOWN
vd I = 27 1 Ib ft
Page 7
BASE PLAN 1004-2
SlITS & HILL ENGINEERS INC
2901 So. 40th St. Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project BASE PLAN 1004-2
9329 mcd
03/11/2002
by' BINH TRAN
CHK. NORM NAVARRO
XIII. GRAVITY ANALYSIS
ROOF TRUSSES ARE NOT INCLUDED IN THIS ANALYSIS AS THE TRUSS MANUFACTURER IS
REQUIRED TO SUBMIT STAMPED CALCULATIONS WITH THE TRUSSES
SEE REDUCED FRAMING PLANS FOR LOCATIONS OF NUMBERED BEAMS BELOW
ROOF FRAMING
Roof Load Only,
LL=35 pst
DL=15 pst
Total=50 pst
1
CHECK 5-1/8 X 13-1/2 GLULAM
(24F)
CD'= 115
b = 5 125
Fb = 2400,CD
d'= 13.5
Fy = 165 CD
A'= b d
A = 69.2
Fb = 2760
b d2
S=-
6
b d3
1=-
12
S = 155 7
Fy=1897
I = 1050 8
Span = 18
Tw = 12
Uld '= 50. Tw
Uld = 600
2
UId Span
Mmax =
8
Mmax = 24300
Mmax 12
fb =
S
1.5 Uld (span _~)
2 12
A
fb = 1873.2
OK.
12
t1 '= Span -
max 240
t1max = 0.9
fy'=
fy = I 02 4
OK.
4
Ireq __ 5 Uld SP.an 1728
Ireq = 874 8
384 1800000.t1max
4
t1 '= 5 Uld Span 1728 t1 = 0 7
384 1800000. I
Page 8
BASE PLAN 1004-2
SIlTS & HILL ENGINEERS INC
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project BASE PLAN 1004-2
9329.mcd
03/11/2002
by. BINH TRAN
CHK. NORM NAVARRO
2
CHECK 5-1/8 X 12 GLULAM
(24F)
CD '= 1 15
b = 5 125
Fb'= 2400,CD
d = 10.5
F y = 165 CD
A =b d
A = 53 8
Fb = 2760
b d2
S=-
6
b d3
1=-
12
S = 94 2
F,=1897
1 = 494 4
Span.= 12
Tw = 14.5
Uld = 50. Tw
Uld = 725
2
Uld Span
Mmax .=
8
Mmax = 13050
Mmax 12
fb =
S
fb= 1662.9
OK.
12
L1max = Span -
240
L1max = 0 6
(Span d)
1.5 Uld - - -
2 12
A
fy=1036
OK.
f '-
y -
4
5 Uld Span 1728
Ireq . =
384 1800000'L1max
Ireq = 313.2
5 U1d Span 4 1728
L1'=
384 1800000 I
L1=04
Page 9
BASE PLAN 1004-2
SITTS & HILL ENGINEERS INC
2901 So 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253) 474-0153
Project BASE PLAN 1004-2
9329 mcd
03/11/2002
by. BINH TRAN
CHK. NORM NAVARRO
3
6X8 BEAM
CD = 115
Cr.= 1 IS
Cf.= I
Fb '= 875 Co Cr Cf
Fb = 1157.2
Fy =85Co
F, '= 97 7
Span = 4
2
Uld Span
Mmax =
8
4
4X10 BEAM
Co'= 115
Fb = 900 CD
Fb= 1035
Fy'= 95.Co
DOUG FIR No 2
NOS Table 40
b',= 5.5
d .= 7.5
A .=b d
A = 41.3
b d2
s=-
6
b d3
1=-
12
S = 5] 6
1= 1934
Tw = 14.5
Uld = 50.T\'>
Uld = 725
Mmax = 1450
Mmax 12
fb =
S
fb = 337.5
OK.
f,
(Span d)
1.5.Uld ---
2 ]2
A
fy = 36.3
OK.
DOUG FIR No 2
NOS Table 4A
b '= 3.50
d = 9.25
A =b.d
A = 32 4
b d2
s=-
6
S = 49 9
Fy'= 109.2 b d3
I ',= - I = 230 8
12
Span'= 6 Tw '= 14.5 Dld.= 50.Tw Uld = 725
Old Span2
Mmax '= Mmax '= 3262.5
8
Mmax 12
fb = fb = 7844
S
OK.
fy.=
(Span d)
lSUld - --
2 12
A
fy = 74.9
OK.
Page 10
BASE PLAN 1004-2
SlITS & HILL ENGINEERS INC
2901 So 40th SI., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project BASE PLAN 1004-2
9329 mcd
03/11/2002
by' BINH TRAN
CHK. NORM NAVARRO
FLOOR FRAMING
5 DOUG FIR No
4X10 FLR BEAM OR HEADER NOS Table 4A
Cf'= I I
Fb '= 1000,Cf
Fb = 1100
F. = 95
b'= 3.5
b d2
S.=-
6
d '= 9.25
b d3
1'=-
12
A = b d
A = 32 4
Span '= 6
Tw = 12 Uld'= 50.Tw
Uld = 600
S = 49.9
I = 230 8
2
Uld Span
Mmax '=
8
Mmax = 2700
Mmax 12
fb '=
S
fb = 649 1
(Span d)
1.5.U]d - --
2 12
fv = 62
A
f '-
v -
6
2X10 FLOOR JOIST
HEM FIR No 2
NOS Table 4A
Cf = I I
Fb = 850 Cf
Fb = 935
Fv = 75
b = 1.5
b d2
S=-
6
d '= 9.25
b d3
1=-
12
A = b d
A = 139
Span = 12
Tw '= 1.3
Uld = 50. Tw
Uld = 65
S = 214
I = 98.9
2
Uld Span
Mmax =
8
Mmax = 1170
Mmax ]2
fb =
S
fb = 656 4
(Span d )
1.5.Uld - --
2 ]2
fv = 36 7
A
f '-
v -
7 DOUG FIR No 2 Cf = 11 Fv = 95
4X10 FLR BEAM OR HEADER NOS Table 4A b'= 3.5 d '= 9.25
Fb = 900 Cf A = b d b d2 b.d3
Fb = 990 A = 324 S.=- 1=-
6 12
Span = 6 Tw =6 Uld '= 50. Tw Uld = 300 S = 49.9 I = 230 8
2
Uld Span
Mmax '=
8
Mmax = 1350
Mmax 12
fb =
s
fb = 324 6
fv'=
(Span d )
ISUld ---
2 12
f = 31
A v
Page 11
BASE PLAN 1004-2
CJ
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CITY OF YELM
RES1DENTIAL BUILDING PERMIT APPLICATION FORM
Project Address 407 Solberg St. Ye]m
Parcel #' 2271 92:n600 & 22719230900
Subdivision: Longmi rp Mp;;Jnows
Lot #' "
Zoning, R~s; Q~]Jtial
IDr New Construction 0 Re-Model/ Re-Roof / Addition 0 Home Occupation Sign
o Plumbing 0 Mechanical 0 Mobile I Manufactured Home Placement 0 Other
Project Description/Scope of Work:
Project Value
Building Area (sq ft) 1st Floor 1004 2nd Floor Garage 360 Deck
Basement N/ A Carport N/ A Patio N/ A
# Bedrooms~ # Bathrooms..L Heating' @THER or ELECTRIC (Circle One)
Single f;;Jmily nupll;ng
Are there any environmentally sensitive areas located on the parcel?
completed environmental checklist must accompany permit application.
If yes, a
~QIEl5fNgpW~_I;B'.@Mg. Rachele Rioux
ADDRESS 1211 S.E. Cora St. !fA
CITY Lacey STATE WA ZIP 98')01 TELEPHONE ihn LLc;h-nc;LL5
~J3:QBtt'..~illLg&GJtlt;g8 NHD! Sit t s & Hi 11
ADDRESS P.o. Box 219
CITY Sumner STATE WA ZIP 98390
LICENSE # NORTHHOS401
TELEPHONE2 S 1 8fi 1 81 RR
'GE'NER)x[/CONTFiAcTOR owner /builder
';,", .. "- ;:.._..~ ~-"-" .;. .-.'.. '.,'-... ,;",'.' .:....,~--...;.
ADDRESS same
CITY STATE ZIP
CONTRACTOR'S LICENSE #
TELEPHONE
FAX
EXP DATE CITY LICENSE #
P_LUMf?INGCOIf[RACTOR Sunset Plumbing TELEPHONE 360-458-2991
ADDRESS P.o. Box 2008
CITY Yelm STATE WA ZIP 98597 FAX
CONTRACTOR'S LICENSE # SUNSEC*0440P EXP OAT, CITY LICENSE #
MECHANICAL CONTRACTOR Heritage Heating TELEPHONE 253-922-2211
ADDRESS 9001 Pacific Ave.
CITY Tacoma STATE WA ZIP 98444 FAX
CONTRACTOR'S LICENSE # HERITEr 13604 EXP OAT ITY LICENSE #
Copy of mitigation agreement with Yelm Community Schools, if applicable
I hereby certify that the above information is correct and tfiat the construction on, and the occupancy and the use
of the above described property will be in accordance with the laws, rules and regulations of the State of
Washington and the City of Yelm
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Applicant's Signature
Owner / Contractor / Owner's Agent / Contractor's Agent
to ' 2-2-, 01-
Date
(Please circle one)
All permits are non-transferable and will expire if Vlork authorIZed by such permit is not
begun within 180 days of issuance, or if work is suspended or abandoned for a period of
180 days
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