20040008FROM :YELM SEWER DEPT.
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FAX N0. :360-458-E3166 Apr. 19 2005 03:43PM P1
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~~F THFp~~ City of Yelm
:9~~ Community Development Department
Building Division
Phone: (360) 458-8407
YELM Fax: (360) 458-3144
Applicant:
Name: Megan Drewett
Address: P.O. Box 3925 City: Lacey
Property Information:
Site Address: 309 Solberg St.
Assessor Parcel No. 59710000900
Contractor Information:
Name: Owner
Address: P.O. Box 3925
Contractor License No:
Project Information:
Project: Longmire Estates, lot 9
Description of Work: SFR Model # 1240
Sq. Ft. per floor: (1st) 945 (2nd) 295
Heat Type (Electric, Gas, Other): GAS
Fees:
Permit No: BLD-04-0008-YL
Issue Date: 02/03/2004
(Work must be started within 180 days)
Receipt No: 30752
Phone: 280-0676
State: WA Zip 98509
Subdivision: Longmire Estates
Contact: Drewett, Megan
City: Lacey
Expires: 12/22/03356
(3rd) 0 Garage 360
Basement 0
Item
--------------------------- Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
Building Permit 50-100k -----------
919.79 -----------
643.75 -----------
276.04 -----------
7.0000 -----------
39.4340 -------------
$1,000
Building Plan Review 388.61 0.00 0.00 0.0000 0.0000
Mechanical Permit 65.25 0.00 0.00 0.0000 0.0000
Plumbing Permit 90.00 20.00 70.00 7.0000 10.0000 Fixture
Sewer ERU 5,269.00 0.00 5,269.00 5,269.0000 1.0000 ERU
Sewer Inspection 145.00 145.00 0.00 0.0000 0.0000 ERU
Sewer Deposit 50.00 50.00 0.00 0.0000 0.0000
Water ERU 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU
Water Meter (SFD) 300.00 300.00 0.00 0.0000 0.0000
Water Deposit 40.00 40.00 0.00 0.0000 0.0000
Traffic Facilities Charge 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip
State Building Fee 4.50 4.50 0.00 0.0000 0.0000
TOTAL FEES: $9,529.65
__ .,
Applicant's Affadavit:
OFFICIAL USE ONLY
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 # Sets of Prints:
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
registered in the State of Washington. Final Inspe ion:
Signature Date ~ Date•
Firm By
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02/11/04 30750 .00 CHECK none
MISCELLANEOUS RECEIPT
JANINE
****NINE THOUSAND FOUR HUNDRED SIXTY SIX DOLLARS & 65 CENTS
~.. -
)RTHWEST HOUSING/HOLM, ERIC 02/11!04 30751 9,466.65 CHECK 2935
) BOX 219
]MNER WA 9839@ `'.
~RMIT BLD 04-0009-YL
CTE LOT 10 307 SOLBERG ST MISCELLANEOUS RECEIPT
JANINE
~RMIT 874.75, PLAN RW 370.65, riECH 65.25, PLUMB`90.00, SWR ERU 5269.00
aR INSP 145.00, CON DEP 90.00, WTR ERU 1500.00, MTR 300,FAC 757.50, BC4.50
~` "~~, ~. ^":~ 479
~. ~..,_~. , Y'~ 959'1
1
****NINE THOUSAND FIVE HUNDRED TWENTY NINE DOLLARS & 65 CENTS
)RTHWEST HOUSING/DREWETT,MEG 02/11/04 30752 9,529.65 CHECK 2935
BOX 219
JMNER 6^iA 98390
ERMIT BLLD-04-0008-YL
LTE 309 SOLBERG ST LOT 9 MISCELLANEOUS RECEIPT
JANINE
~RMIT919.79, PLPi RW 388.61. riECH 65.25, PLUMB 90, SWR ERU5269.00, SWR INP
45,CON DEP 90, ViTR ERU 1500, MTR 300, FAC 757.50, BC 4.5@
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i' ELIVIi
City of Yelm
Community Development Department
Building Division
Phone: (360) 458-8407
Fax: (360) 458-3144
Permit Fees Schedule
Permit No: BLD-04-0008-YL
Applicant:
Name: Megan Drewett Phone: 280-0676
Address: P.O. Box 3925 City: Lacey State: WA Zip 98509
Project Information:
Project: Longmire Estates, lot 9
Description of Work: SFR Model # 1240
Site Address: 309 Solberg St. Assessor Parcel No. 59710000900
Fees:
Item Acct Code Item Fee Base Amt Unit Fee Unit Rate No. Units Unit Desc
---------------------------
Building Permit 50-100k --------------
001-322-10-00 -----------
919.79 -----------
643.75 -----------
276.04 -----------
7.0000 -----------
39.4340 -------------
$1,000
Building Plan Review 001-345-83-00 388.61 0.00 0.00 0.0000 0.0000
Mechanical Permit 001-322-10-00 65.25 0.00 0.00 0.0000 0.0000
Plumbing Permit 001-322-10-00 90.00 20.00 70.00 7.0000 10.0000 Fixture
Sewer ERU 412-343-50-01 5,269.00 0.00 5,269.00 5,269.0000 1.0000 ERU
Sewer Inspection (SFD) 412-343-80-00 145.00 145.00 0.00 0.0000 0.0000
Sewer Deposit 402-389-01-00 50.00 50.00 0.00 0.0000 0.0000
Water ERU 404-343-80-34 1,500.00 0.00 1,500.00 1,500.0000 1.0000 ERU
Water Meter (SFD) 401-343-80-01 300.00 300.00 0.00 0.0000 0.0000
Water Deposit 402-389-00-00 40.00 40.00 0.00 0.0000 0.0000
Traffic Facilities Charge 120-344-85-00 757.50 0.00 757.50 750.0000 1.0100 Peak PM Trip
State Building Fee 001-386-00-00 4.50 4.50 0.00 0.0000 0.0000
TOTAL FEES: $9,529.65
City of Yelm
BLD-04-0008-YL Details
File ID Address
BLD-04-0008-YL 309 Solberg St.
Sec: Twn: Rnge
Zoning:
AssessorlD: 59710000900
Received8y: Gc
Contact Information:
Applicant: Megan Drewett
Owner: Megan Drewett
Engineer/Architect:
Surveyor:
Project Name /Description
SFR
ProjectUalue: $89,434
Permit Management
Appl. Date CaselD:
2/3/04 63
StatuB: ACTIVE
General Contractor: owner
Mechanical Contractor: xeritage xeating
Plumbing Contractor: sunset Plumbing
Fees,
Item Tot Amt Base Amt Var Amt Var Qty Var Rate Comments
Building Permit 50-1 $919.79 $643.75 $276.04 39.43 7.0000
Building Plan Review $388.61 $0.00 $0.00
Mechanical Permit $65.25 $0.00 $0.00
Plumbing Permit $90.00 $20.00 $70.00 10.00 7.0000
Sewer ERU $5,269.00 $0.00 $5,269.0 1.00 5,269.0000
Sewer Inspection (S $145.00 $145.00 $0.00
Sewer Deposit _
$50.00 $50.00 $0.00
Water ERU $1,500.00 $0.00 $1,500.0 1.00 1,500.0000
Water Meter (SFD) $300.00 $300.00 $0.00
Water Deposit $40.00 $40.00 $0.00
Traffic Facilities C $757.50 $D.00 $757.50 1.01 750.0000
State Building Fee $4.50 $4.50 $0.00
Total Fees $9,529.65
Amt Paid: S o . o o Date Paid: 12 / 3 0 / 18 9 9 Receipt #: Fee Status:
Workflow:
Item
---------------------- Status
--- -------- Due Date
-------- Complete
-------- Sign-Off By
---------
-
Application Received
Complete
02/04/04
02/03/04 -
--------------
n/a
Building Plan Review Complete 02/03/04 02/03/04 Gary Carlson
Final Inspection Pending 03/05/04
Application Approved Complete 02/04/04 02/03/04 Gary Carlson
Activity Log:
Action Log Date Message
-------- -------- --
NEW 02/03/04 GC ---------------
Received appli --------
cation. -------------------------
File ID 'BLD-04-0008-YL', Case# = 63
SIGNOFF 02/03/04 Item 'Application Approved' sign-off by Gary Carlson on 02/03/04
SIGNOFF 02/03/04 Item 'Building Pl an Review' sign-off by Gary Carlson on 02/03/04
Feport Produced By Permits Dashboard(tm) Tuesday, February 03, 2004 Page 1
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SITTS 8~ HILL ENGINEERS INC. 9324.mcd
2901 So. 40th St., Tacoma, WA 98409-5697 03/20/2002
Telephone (253) 474-9449 Project :BASE PLAN 1240-2 by : BINH IRAN
Fax (253) 474-0153 CHK. NORM NAVARRO
LATERAL ANALYSIS
BASED ON 1997 UNIFORM BUILDING CODE AS AMENDED BY LOCAL JURISDICTION.
SEISMIC
USE SIMPLIFIED STATIC PROCEDURE PER UBC SECTION 1629.8.2
OCCUPANCY CATAGORY 4, SINGLE FAMILY DWELLING, LIGHT FRAME CONSTRUCTION
LESS THAN THREE STORIES IN HEIGHT (EXCLUDING BASEMENT).
WHERE:
SEISMIC ZONE : 3
Z :_ .3 SEISMIC ZONE FACTOR (TABLE 16-I)
I:= 1.0 IMPORTANCE FACTOR (TABLE 16-K)
Ca := 0.36 SOIL PROPERTIES UNKNOWN -ASSUME SD SOIL PROFILE (TABLE 16-0)
R := 5.5 LIGHT-FRAMED WOOD WALLS SHEAR PANELS (TABLE 16-N)
W BUILDING/STRUCTURE WEIGHT (UNIT WT. Ib.)
3•Ca W
V := BASE SHEAR (Ibs)
R
DETERMINE SEISMIC WEIGHT (W)
hl := 8 FIRST FLOOR WALLS
hZ := 8 SECOND FLOOR WALLS
w~ :=25 AVERAGE WIDTH OF FIRST FLOOR
11 := 34 AVERAGE LENGTH OF FIRST FLOOR
wz := 25 AVERAGE W IDTH OF SECOND FLOOR
12 := 18.5 AVERAGE LENGTH OF SECOND FLOOR
w~:=27 AVERAGE WIDTH OF ROOF
1~:= 36 AVERAGE LENGTH OF ROOF
pe := 10 FLOOR DEAD LOAD (psf)
pr := 10 ROOF DEAD LOAD (psf)
pW := 7 WALL DEAD LOAD (psf)
W := 12•wZ•pf + 1~ w~ p~ + (11 + w~)•h~•.5•pW2 + (12 + w2)•h2•pW2 W = 22521 IbS.
3•Ca W
V := V = 4422.31 SEISMIC BASE SHEAR (Ibs) TOTAL
R
Page 1 BASE PLAN 1240-2
~.
~ i
SITTS & HILL ENGINEERS IIVC.
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
9324.mcd
03/20/2002
Project:: BASE PLAN 1240-2 by : BINH TRAN
CHK. NORM NAVARRO
DETERMINE BUILDING REDUNDANCY ((J )
20 SHEAR WALLS : rmax(i) =MAX. WALL SHEAR X 10/Iw TOTAL STORY SHEAR
p ~= 2 - _ rmax =MAX. rmax(i) OVER LOWER 2/3 BLDG. H.
rmax' `~'B
1.0 < p < 1.5
Vs := V Vs = 4422.31
C 2s)( O1
1
rmax •= Vs rmax = 0.2
AB := w~•1~ AB = 850
20
p' 2 r A p=-1.43 1<p<1.5 USE p:=1.0
max'
CALCULATE EARTHQUAKE FORCES (E Z
Eh := V E~ := 0.5•Ca W VERTICAL COMPONENT OF EARTHQUAKE GROUND MOTION
E
E := p h + E~
1.4
P~Et,
E :_ + E~
1.4
E~ := 0 ALLOWABLE STRESS DESIGN (EQN. 30-1 )
E = 3158.79 TOTAL SESIMIC FORCE BASE SHEAR (Ibs)
Page 2 BASE PLAN 1240-2
~ t
SITTS & HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253) 474-0153
Project :BASE PLAN 1240-2
9324.mcd
03/20/2002
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=CeCggslw
WHERE:
WIND EXPOSURE = B 80 mph WIND SPEED
Ce =COMBINED HEIGHT AND GUST FACTOR COEFFICIENT (TABLE 16-G)
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
Height Above Ce
Ground (ft.)
0' to 15' Ce15 :_ .62
15' to 20'
20' to 25'
25' to 30'
30 to 40'
Ce20 :_ .67
Ce25 :_ .72
Ce30 :_ .76
Ce40 :_ .84
WIND BASE SHEAR:
w:=P1.11•ft+ P2.5•ft
VW := w•w~-ft VW = 5420.61 lb
qs := 16.4• lb Iw := I.0 Cq := 1.3
ft2
Wind Pressure (psf)
P1 := gs•Iw•Cq•CelS
P 1 = 13.221b ft-~
P2 := gs•Iw•Cq•Ce20
P2 = 14.28 Ib ft 2
P3 := gs•Iw•Cq•Ce25
P3 = 15351bft ~
P4 := gs•Iw•Cq•Ce30
P4 = l 6.21b ft 2
PS := gs•Iw•Cq•Ce40
P 5 = 17.911b ft 2
w = 216.821bff1 LOAD PER LIN FT. OF BLDG.
WIND BASE SHEAR (Ibs) CONTROLS !!
Page 3 BASE PLAN 1240-2
a
SITTS & HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project :BASE PLAN 1240-2
9324.mcd
03/20/2002
by : BINH TRAN
CHK. NORM NAVARRO
V. WIND LOADS PER FOOT LENGTH OF STRUCTURE
2nd Floor Shear Walls
wl :=P1.11•ft+P2.5•ft
wl = 216.821bff~
VI. SHEAR ON SHEAR WALLS
L1 := 18.5•ft L2 := 15•ft L3 := 10.5•ft
L4 := 23.5•ft LS := 9.5•ft L6 := 22•ft
Wall AA:
Laa := 5 • ft
Wall BB:
Lbb := 7•ft
wl •L1•.5
vaa :_
Laa
vaa = 401.131b ff ~
Wall A:
La := 19•ft
wl•L4•.5 + vaa•Laa
va:=
La
va = 239.65 Ib ft 1
Wall E:
Le := 20•ft
wl •L6•.5
ve :_
Le
ve = 119.251b f{~
wl •L2•.5
vbb :_
Lbb
vbb = 232.31 lb ft ~
Wall B:
Lb := 17.5•ft
wl •L2•.5 + vbb•Lbb
vb :_
Lb
vb = 185.851b ff I
Length Between
Shear Walls
Wall CC:
Lcc := 12.5•ft
wl •L3•.5
vcc :_
Lcc
vcc = 91 Ib ff 1
Wall C:
Lc := 22•ft
wl•L3•.5 + vcc•Lcc
vc :_
Lc
vc = 103.48 Ib ft ~
Wall D:
Ld := 23.5 • ft
vd :_
Ld
vd = 145.321b ft 1
Page 4 BASE PLAN 1240-2
SITTS & HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project :BASE PLAN 1240-2
9324.mcd
03/20/2002
by : B1NH TRAN
CHK. NORM NAVARRO
_.
VII. OVERTURNING MOMENT ON WALLS
HW := 8•ft
1st floor walls
Shear Length Overturning Moment
Wall
A Lal :=6.33•ft OTMaI :=va•Lal•HW OTMaI = 12135.781bft
B Lbl := 5.8•ft OTMbl := vb•Lbl•HW OTMbl = 86231bft
C Lcl := 22•ft OTMcl := vc•Lcl•HW OTMcI = 18213.251bft
D Ldl := 11.75•ft OTMdI := vd•Ldl•HW OTMdI = 13659.941bft
E Lel := 20•ft OTMeI := ve•Lel •HW OTMeI = 19080.55 lb ft
2nd Floor Walls
HW := 8•ft
AA Laal := 2.5•ft OTMaaI := vaa•Laal •HW OTMaaI = 8022.51b ft
BB Lbbl := 3.5•ft OTMbbl := vbb•Lbbl •HW OTMbbI = 65051bft
I CC Lccl := 12.5•ft OTMccl := vcc•Lccl•HW OTMccI = 9106.621bft
Page 5 BASE PLAN 1240-2
0
SITTS & HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253) 474-0153
Project :BASE PLAN '1240-2
9324.mcd
03/20/2002
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 Dead Load on Wall Dead Load Resisting Moment
Wall Roof Wall
2nd Floor Walls
HW := 8•ft
AA1 DLRFaal := 4•ft• 15• lb •Laal DLWLaal := HW• 10• lb •Laal DLaal := DLWLaal + DLRFaaI
ft2 ft2 DLaal = 3501b
I DLRFaaI = 1501b DLWLaal = 2001b
DLRMaal := DLaal •Laal •.5
DLRMaa1 = 437.5 lb ft
BB1 DLRFbbI :=2•ft•15• ]b •Lbbl DLWLbbI :=HW•10• Ib •Lbbl DLbbl :=DLWLbbI + DLRFbbI
ftZ ft2 DLbbl = 3851b
DLRFbbl = 1051b DLWLbbI = 2801b
DLRMbbl := DLbbl •Lbbl •.5
DLRMbb 1 = 673.751b ft
CC1 DLRFccI :=2•ft•IS• lb •Lccl DLWLccl :=HW•10• lb •Lccl DLccl :=DLWLccl + DLRFccl
ft2 ft2 DLccl = 13751b
DLRFccl = 3751b DLWLccl = 10001b
DLRMccl := DLccl•Lccl •.5
DLRMcc 1 = 8593.751b ft
Page 6 BASE PLAN 1240-2
i ~
SITTS & HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 9&409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project :BASE PLAN 1240-2
9324.mcd
03/20/2002
by : BINH l-RAN
CHK. NORM NAVARRO
1st floor shear walls
HW := 8•ft
Al DLRFal := 3•ft• 15• lb •Lal
ft2
DLRFal = 284.85 lb
61 DLRFbl :=2•ft•IS• lb •Lbl
ft2
DLRFbI = 17416
DLWLal := HW• 10• ib •Lal
ft2
DLWLal = 506.416
DLWLbl :=HW•10• lb •Lbl
ft2
DLWLbl = 46416
DLaI := DLWLal + DLRFaI
DLaI = 791.2516
DLRMaI := DLaI•Lal •.5
DLRMal = 2504.31 lb ft
DLbI := DLWLbl + DLRFbI
DLbl = 63816
DLRMb 1 := DLb 1 • Lb 1 • .5
DLRMb 1 = 1850.2 Ib ft
C1 DLRFcl := 2•ft• 15• lb •Lcl DLWLcI := HW• 10• lb •Lcl•2 DLcI := DLWLcI +DLRFcl
ft2 ft2
DLRFcl = 66016 DLWLcI = 352016 DLcI = 418016
DLRMc 1 := DLc 1 •Lc 1 •.5
i DLRMcI = 459801bft
D1 DLRFdl := 6•ft• 15• lb •Lcl DLWLdl := HW• 10• lb •Ldl •2 DLdl :=DLWLdl + DLRFdI
ft2 ft2
DLRFdi = 198016 DLWLdl = 188016 DLdI = 386016
DLRMdl := DLdI •Ldl •.5
DLRMd 1 = 22677.5 lb ft
E1 DLRFeI :=20•ft•15• lb •Lcl DLWLel :=HW•10• lb •Lel•2 DLeI :=DLWLel + DLRFeI
ft2 ft2 DLeI = 980016
DLRFel = 660016 DLWLel = 320016
DLRMeI := DLeI •Lel•.5
DLRMe 1 = 9800016 ft
Page 7 BASE PLAN 1240-2
SITTS ~ HILL ENGINEERS INC. 9324.mcd
2901 So. 40th St., Tacoma, WA 98409-5697 03/20/2002
Telephone (253) 474-9449 Project :BASE FLAN 1240°2 by : BINH IRAN
Fax (253) 474-0153 CHK. NORM NAVARRO
IX. HOEDOWN FORCES WALLS
Second Floor
AA1
HDFaal :_ OTMaal - DL}2Maa1 HDFaal = 30341b
Laa 1
BB1
HDFbbi : OTMbbl - DLRMbbI
_ HDFbbI = 1665.991b
Lbbi
OTMcc 1 - DLRMcc 1
HDFcc 1 :_ HDFcc 1 = 41.031b
CC1 Lccl
First Floor
Al
HDFa 1 :_ OTMal - DLRMal HDFal = 1521.561b
Lal
61
HDFbl := OTMb 1 - DL}tMb 1
HDFbI =
1167.81b
Lbl
C1
HDFc l :_ OTMcI - DL}2Mc1 HDFcl = -1262131b
Lcl
D1
HDFdI := OTMdl - DLRMdI
HDFdI =
-767.451b
Ldl
E1
HDFeI :_ OTMeI - DLRN1e1 HDFel = -3945.971b
Lel
X. ANCHOR BOLT SPACING
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•lb•1.33 = 731.S1b Allow. Load on 1/2" Dia. Bolt in shear 1ft spacing.
732• lb = 1221bff1 Allow Shear /ft for 6' max spacing per code.
6•ft
122•Ib• 6 = 146.41bft ~ Allow Shear/ft for 5' max spacing
5•ft
122•lb• 6 = 1831bff1 Allow Shear/ft for 4' max spacing
4•ft
122•lb• 6 = 2441b ft-~ Allow Shear/ft for 3' max spacing
3•ft
6 _~ Allow Shear/ft for 2' max spacing
122•lb•- = 3661bft
2•ft
Page 8 BASE PLAN 1240-2
t ~
SITTS & HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 474-9449
Fax (253)474-0153
Project :BASE PLAN '1240-2
9324.mcd
03/20/2002
by : BINH TRAN
CHK. NORM NAVARRO
SHEAR STRESS AROUND OPENINGS:
WALL SHEAR STRESS
va•La
A val ~=
La - 6•ft
vb•Lb
B vb~ ~=
Lb - 6•ft
vc• Lc
C vcc =
Lc - 0•ft
vd•Ld
D vd~ :_
Ld - 4.5•ft
ve•Le
E vet ~= Le - 0•ft
vaa•Laa
AA vaa~ ~= Laa - 0•ft
vbb•Lbb
BB vbbl:=
Lbb - 0 • ft
vcc•Lcc
CC vcc :_
Lcc - 0•ft
vat = 350.251b ft ~
vb~ = 282.81 lbft-~
vci = 103.481bft 1
vdl = 179.741bft ~
vet = 119.251b ft-~
vaal = 401.131b ff ~
vbb 1 = 232.31 lb ff ~
vcc 1 = 91.071b ft-~
A.B./S.P. HOR]Z.
SPACING STRAP FORCE
732•lb
=
2.09 ft
Pa :_ ~val - va~•3•ft
Pa =
331.821b
vat
732•lb
=
2.59 ft
Pb :_ ~vb~ - vb~-3•ft
Pb =
290.891b
vb~
732•]b
=
7.07 ft
Pc :_ ~vc~ - vc~•0•ft
Pc =
O lb
vcc
732•ib - 4.07 ft Pd :_ ~vdl - vd~•4.5•ft Pd = 154.881b
vd~
732•lb
=
6.14 ft
Pe :_ ~ve~ - ve~•0•ft
Pe =
O lb
vet
140• ]b
=
0.35 ft
Paa :_ ~vaal - vaa~•0•ft
Paa
= O lb
vaa~
140•]b
=
0.6 ft
Pbb:_ ~vbbl - vbb~•0•ft
Pbb
= O lb
vbbl
140•]b
=
1.54 ft
Pcc :_ ~vccl - vcc~•0•ft
Pcc
= 0 ]b
vccl
XI. SHEAR WALL SUMMARY
SHEAR SHEAR HOEDOWN ZONE 1 ZONE 2 HOEDOWN
MK
- ZONE 1 ZONE 2 FORCE NAILING NAILING TYPE/DET.
Al vai = 350.251bft 1 va = 239.651bff~ HDFal = 1521.561b 8d @ 4" o.c. 8d @ 4" o.c. HPAHD22 OR HD2A
1 G1 OR G3, G5
B1 vbl = 282.81 lbff~ vb = 185.851bff1 HDFbl = 1167.81b 8d @ 6" o.c. 8d @ 6" o.c. HPAHD22 OR HD2A
2 G1 OR G3, G5
C1 vcl = 103.481bff1 vc = 103.481bft ~ HDFcl = -1262.131b 8d @ 6" o.c. 8d @ 6" o.c. NO HOEDOWN
D1 vd~ = 179.741bft 1 vd = 145.321bff1 HDFdI = -767.451b 8d @ 6" o.c. 8d @ 6" o.c. NO HOEDOWN
E1 vel = 119.251bft ~ ve = 119.251bft-~ HDFeI = -3945.971b 8d @ 6" o.c. 8d @ 6" o.c. NO HOEDOWN
3
AA1 vaa~ = 401.131bft-1 raa = 401.131bff~ HDFaal = 30341b 8d @ 3" o.c. 8d @ 3 o.c. MST48
4 C5, G5
BB1 vbb~ = 232.31 lbff~ •bb = 232.31 lbft-1 HDFbbl = 1665.991b 8d @ 6" o.c. 8d @ 6" o.c. MST37
5 C5, G5
CC1 vcci = 91.071bff1 vcc = 911bff~ HDFccI = 41.031b 8d @ 6" o.c. 8d @ 6" o.c. NO HOEDOWN
Page 9 BASE PLAN 1240-2
•~
SITTS i~ HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409-5~7
Telephone (253) 4749449
Fax (253) 4740153
Project :BASE PLAN 1240-2
9324.mcd
06/22/1999
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
ROOFFRAlIflHdG 1 DOUG FIR No. 2
4X12 BEAM NDS Table 4A
C D :=1.15 b ;=3.50
i Cr:=1.15 d:=11.25
C f:=1 A:=b•d A=39.37
Fb :=900•C D•C r•C f b.dz
F b= 1190.25 S. 6 S= 73.83
Fv :=95•C D b•d3
Fv= 109.25 I'=~ I=415.28
12
Span :=16 Tw :=3 Uld :=40•Tw Uld = 120
Uld•Span2
Mmax :_
8
Mmax = 3840 f ~~ 12
b' S
1.5•Uld•' Span_ d
2 12~
fv ;_
A
2 DOUG FIR No. 1
4X10 BEAM
NDS Table 4A
CD:=1.15 b:=3.50
d:=9.25
Fb:=1000•CD
A :=b•d
F b = 1150 A = 32.37
2
b
d
Fv:=95•CD S:=
- 5= 49.91
6
Fv= 109.25 b d3
I :_- I = 230.84
12
Span :=6 Tw :=9 Uld :=40•Tw LJId = 360
Uld•
pan2 12
~
g
~~ ;=
Mmax = 1620 fb := 5
fb = 389.49 O.K.
5 •Uld •
1 ~ Span _ d
.
f
:= 2 12~
f
= 37
18 O
K
v v
.
.
.
A
fb = 624.15 O.K.
fv= 32.29 O.K.
Page 10 BASE PLAN 1240-2
SITTS & HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98A09-56'97
Telephone (253) 4749449
Fax (253) 474-0153
Project :BASE PLAN 1240-2
9324.mcd
06/22/1999
by : BINH TRAN
CHK. NORM NAVARRO
3 DOUG FIR No. 2
6X10 BEAM NDS Table 4D
C D := 1.15 b := 5.5
C r:=1.15 d:=9.5
C f:=1 A:=b•d
F b :=875•C D•C r•C f b d2
S.
Fb=1157.19 6
F~ :=85•C D b d3
I ~_-
F `, = 97.75 12
Span ;=5 Tw :=7
Uld •Span2
Mmax := Mmax = 3875
8
~ ,= 5 •Uld •Span4.1728 ~ = 0.03
384.1600000 •I
4
4X8 BEAM
C D :=1.15
Cf.=1
Fb :=900•C D'C f
F b = 1035
F ~ := 95•C D
F v = 109.25
Spau :=3
Uld•Spanz
Mmax :_
8
DOUG FIR No. 2
NDS TABLE 4A
b :=3.50
d :=7.25
A :=b•d
S := b-d2
6
3
I:=b-d
12
A = 52.25
S = 82.73
I = 392.96
Uld :=40•Twt- 960 Uld = 1240
fb ,_Mmax•12 fb = 562.08 O.K.
S
1.5•Uld-'Span _ d
fV ;_ ` 2 12 f~= 60.81 O.K.
A
A = 25.37
S = 30.66
I = 111.15
Tw :=3 Uld :=40•Tw
Mmax = 135 fb ;=Mmax•12
S
1.5 •Uld• `Span _ d
f ;= I 2 12
v A
Uld = 120
fb= 52.84 O.K.
f~=6.35 O.K.
Page 11 BASE PLAN 1240-2
SITTS ~ HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409.57
Telephone (253) 4749449 Project :BASE PLAN 124Q-2
Fax (253) 474-0153
9324.mcd
06/22/1999
by : BINH TRAN
CHK. NORM NAVARRO
FLOOR FRAIVIIMG
5 DOUG. FIR No. 2
4X8 FLR BEAM OR HEADER NDS Table 4A
C f:=1.1 Fv:=95
Fb:=900~Cf A:=b~d
F b = 990 A = 25.37
Span :=3 Tw :=7.5 Uld :=50~Tw Uld = 375
Mmax ;=U1d~Span2 Mmax = 421.88
8
f ;=Mmax-12
b S
1.5 ~LTId ~ Span _ d
f ,_ ~ 2 12
v A
b :=3.5 d:=7.25
2 3
6 12
S = 30.66 I = 111.15
fb = 165.11
f ~ = 6.35
Page 12 BASE PLAN 1240-2
SITTS & HILL ENGINEERS , INC
TACOMA, WASHINGTON (253) 474-9449
PROJECT
OF
DESIGNED DATE JOB -
CHECKED DATE SHEET
SITTS 8~ HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409-5~7
Telephone (253) 4749449 Project :BASE PLAN 1240-2
Fax (253) 474-0153
9324.mcd
06/22/1999
by : BINH TRAN
CHK. NORM NAVARRO
7 DOUG FIR No. 2 C f:=1.1 Fv :=95
2X10 FLOOR BM NDS Table 4A Fb ;-900•C f A :-b•d
F b = 990 A = 13.88
Span :=10.5 Tw :=1.3 Uld := 50•Tw Uld = 65
Uld•Spanz Mmax• 12
~~ ;= Mmax = 895.78 fb :_
8 S
b :=1.5 d:=9.25
2 3
6 12
S = 21.39 I = 98.93
f b = 502.53
1.5 •Uld •' Span _ d
2 12 f~= 31.48
fem. A
g DOUG. FIR No. 1 C f:=1.1 Fv :=95
4X10 FLR BEAM OR HEADER NDS Table 4A F b ;-1000•C f A :-b•d
F b = 1100, A = 32.37
Span :=6.5 Tw :=9 Uld :=50•Tw Uld = 450
2 12
b :=3.5 d:=9.25
2 3
6 12
S = 49.91 I = 230.84
LTId • Span 1Vlinax
Mmax := Mmax = 2376.56 f b := S f b = 571.39
8
1.5 •Uld • `Span - d
5•Uld•Span4 1728 = ' 2 12 f - 51.69
4 :_- 4 = 0.05 f~: A ~,-
384.1600000 •I
g HEM FIR No. 2 C f:=1.1 Fv :=75
2X10 FLOOR BM NDS Table 4A Fb ;-g50•C f A :-b•d
F b = 935 A = 13.88
Span .=10 Tw :=1.3 Uld := 50•Tw Uld = 65
Uld • Span2 Mmax • 12
Mmax := Mmax = 812.5 fb := S
8
Span d ~
e ;=5•Uld•Span4 1728 ~ = 0.11 - 1.5•Uld•~ 2 - 12~
384.1300000•I f~ ~- A f~= 29.72
b :=1.5 d := 9.25
2 3
6 12
S = 21.39 I = 98.93
f b = 455.81
Page 13 BASE PLAN 1240-2
i...
' ~i
SITTS 8i HILL ENGINEERS INC.
2901 So. 40th St., Tacoma, WA 98409-5697
Telephone (253) 4749449
Fax (253) 474-0153
Project :BASE PLAN 1240-2
9324.mcd
06/22/1999
by : BINH TRAN
CHK. NORM NAVARRO
10 DOUG FIR No. 2 C f ;=1.1 Fv ;= 85 b ;=1.5 d ;=7.25
2X8 FLOOR BM NDS Tabfe 4A F 900•C A :-b•d b•d2 b•d3
F b = 990 A = 10.88 6 12
S= 13.14 I=47.63
Span ;=6 Tw ;=1.3 Uld :=50•Tw Uld = 65
Uld • S ant Mmax• 12
Mmax ;= p Mmax = 292.5 f b ;=
f b = 267.11
8 S
1.5 •Uld • ~ Span - d
f ;_ ~ 2 12
v f~= 21.48
A
Page 14 BASE PLAN 1240-2
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02/03/04 TCfE 10:34 FAX 2538636052 1Q 003
CITY OF YELM
RESIbENT1AL E3UILbING AI:RMIT APPLICATIpN FORM ~~,~~•~ ~ ~ QUO~j~C7
Project Address:_~gg~~$~~g.~„r Seim- Parcet>T: ~~„n~.,,~n„ ~~~~n~~nnn~
Subdivision: ~ee,~~~e~~s Lot n:~ Zoning;
X~1 New Construction Q Re-ModeE / Re-Roof /Addition D Home Occupation Sign
~ Plumbing t7 Mechanical l7 Mobile /Manufactured Home Placement o Other
Project Description/Scope of Work: S~~.t P FAm~ rtrrel~ ita~
Project Vafue: y'~~':v ~
Building Area (sq. ft} ~~ Floor~_ 2"d Floor~_ Garage 3~,~ Deck
Basement N/A Carport N A Patio N/a
~ Bedrooms 4 u Sathrooms~ Heating GA OTHER or ELECTRIC (Circle One}
Are there any environmentally sensitive areas located on the parcel? _
completed environmental checklist must accompany permit application.
If yes, a
ADDRESS P n Rnxv ~9 ~ S
CITY 't.a!`PV S7ATE~„~n ~IP auKna TELEPHONE on_nc~
S4FjCHITECYJEN(aliVE~R' HND/Si rt•c h Hi 1 t LICENSE'#..D]D~T]~Lp51-41 --
.ADDRESS
CITY Sum~;r STATEwa ZIFt~83,g0TELEPNONE~~~ ~z_Q~ QQ
GENERAL~`~ON:TRACTOR pwmer/bui~~ei TEE-EPHONE
ADDI~i"SS same
CITY STATE ZIP FAX
CONTRACTOR'S LICENSE ~ EXP DATE CITY LICt_NSE t;
PLUMBING.CO.l~ITRACTOR Sunset.:PlumbinQ TELEPHONE~_-[~5~-2991
ADDRESS p. o. 'Box 2Q08
CI'E'Y_Yelm -_- STATE WA ZIPI=AX
CONTRACTOR'S LICENSE ~ SUNSEC*0440F EXP DAT CITY LICENSE r
MECHANICAL CO.NTRACT~R Heritage 1Seatin~ TELEPHONE 253-922-2211
ADDRESS 9001 Pacific Ave.
CITY~arnma STATE y~g ZIP~_I=AX
CONTRACTOR'S LICENSE ~ uFRTTF.T t ~~rt[~ EXP DATE ITY LICENSE
Copy of mitigation agreement with Yelm Community Schools, rT applicable.
I hereby tertity that the above intormdt~o~ Is correct and !fiat the construction on, and the occupanty and the use
or the above described property will be in accordance +~ith the Idws, rules and regulations of the State of
Ylashington and the City o! Yelm.
h/Q oc ~ ~
'.
Applicant's Signature Date
Owner / Contractor I Ow s Agent /Contractor's Agent (Please circle one:)
l~lr P^- . ~. .... ..._..~- ale •c\F.l~ .:. ... . . :.0 1• w rH ...r l.~. s.~'zed b./ r ~h GC~1'T:• iH riOt.r
- •rilsnlt+ 700 c!• .. ii. i.u.~~~e,~•e• 11 vro~'\~ r... . reed o .. ~ r a Pc~r o•:~