HomeMy WebLinkAboutBLD2000-00678 Addition - BLD Application - 6/1/2000 PERMIT NO. BLD M"tJ 05
MASON COUNTY 6211
BUILDING PERMIT APPLICATION
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair 360 275-4467 Elma 360 482-5269 Seattle 206 464-6968
APPLICANT INFORMATION CONTRACTOR INFORMATION
Owner Contractor Name
Mailing Address Mailing Address
City State VjA Zip Code City State Zip Code
Phone(S,6Q,2754241 Other Ph.0 Ph.( Other Ph.(�
Lien/Title Holder !S,2 &4,, Contractor Reg. #
Address Expiration
SEPTIC/WATER SYSTEM INFORMATION-Connect to New Septic Existing Septic Connect to Sewer
System Name of Sewer System Well Water System Name of
Water System
PARCEL INFORMATION-12 digit Tax Parcel No. �L, 1 —7 /4_/ n QD Fire District
Legal Description W
Site Address(Please include street name street number and city)
Directions to site W
Will timber be cut and sold in parcel preparation? (Yes/No) t-AQ
Is your property within 200' of the following: Body of Water (Name) I Jy,i e C Saltwater
Lake River/Creeks Pond —Wetland Seasonal Runoff Stream Slopes or
Bluffs
TYPE OF JOB New Add_ Alt_Repair Other Use of B it ing
Describe Work Z, hijd;u,a a d� 2, n P.vJ 0c e-1 B1 �No. of Bedrooms 7 - No. of B— a hs_j�SQUARE FOOTAGE-1st Floor 2nd Floor
3rd Floor Loft Basement Deck Other r'q{ sq. ft.
Garage Attached Detached Carport Attached Detached
MOBILE HOME INFORMATION-Make Model Model Year
Length Width Serial No. No. of Bedrooms No. of Bathrooms
Type of Heat Purchase Price $ Replacement Unit ?(Yes/No)
Installer Name Certification No.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and 1
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes hall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval. 0/010
first obtaining approval.
X Date X Date
FOR OFFICIAL USE BEYOND THIS POINT '
Accepted by Datej�--Submittal Amount Due 4 Receipt No. _
DEPARTMENTAL REVIEW APPROVED DENIED "CONDITION CODES
Building Department No h'M4A-
Occ Group - Type Constr.
Planning Department
Environmental Health Department
Public Works Department
I
Fire Marshal
Valuation $
FEES.
Building Permit Fee �a Site Inspection
Plan Review Fee ��f UFC Plan Review Fee
Plumbing & Base Fee 34- Public Works Review Fee
Mechanical & Base Fee Other
Wood/Gas/Pellet Stove Fee Other
Violation Fee Pre-Paid at ub tal ( )
;; •:>:..:.:::.:::::::: .......................,. TOTAL FEES
:.>...:.
PERMIT NO.:
MASON COUNTY
PLUMBING/MECHANICAL PERMIT APPLICATION
426 W.Cedar/P.O.Box 186,Shelton,WA 98584
Shelton 360 427-9670 Belfair(360)275-4467 Elma 360 482-5269 Seattle 206 464-6968
APPLICANT INFORMATION ((� CONTRACTOR INFORMATION_ 9
Owner _ 1'v j u r �W O p� Contractor Name `+ "'T I`" �''`-��G
Mailin d s 1 'P t Y wl'' Mailing Address
City `°` a t Sate Zip Code City State Zip Code
Phone a Other Ph.( Other Ph.c
Lien/Title Holder U^ti Contractor Reg. #
Address Expiration
SIC INFORMATION-Connect to New Septic Existing Septic Connect to Sewer System Name of
System
PARCEL INFORMATION-1.2 digit Tax Parcel No. 2 I / / Fire District
Legal Description -T K
Site Address(Please include street narpe, streg yrb@r and city) I
Directions to site 7 N^ o+- P 0(V- or_ At w
Is your property within 200' of the following;.Body of Water (Name) l } �� ' f ` Saltwater
Lake River/Creek Pond / Wetland Seasonal Runoff Stream Slopes or
Bluffs
TYPE OF JOB New Add Alt Repair Other Use of Building
Location of Fixtures/Units 1st Floor 2nd Floor Basement Garage Closet
PLUMBING FIXTURES(Show Number of each) MECHANICAL UNITS Fuel Type: Electric
Type of Fixture No. Df Fixtures Fees LPG Natural Gas Heatpump
Toilets I(C.�r) Type of Unit No. of Units Fees
Bath Basins /e1r�5+,} Furnace
Bath Tubs I Ceyc�S , Heatpumps
Showers (new) Vent Fans
Water Heater Propane Tank
Laundry Wsher Gas Outlets
Sinks Wood/Gas/Pellet Stove
Dishwasher Direct Vent?
Other Other
Other Other
Base Fee Base Fee
TOTAL PLUMBING TOTAL MECHANICAL
A FLOOR PLAN AND PLOT PLAN MAY BE REQUIRED DEPENDING ON THE TYPE OF FIXTURE/UNIT.
NOTICE: THIS PERMIT BECOMES NULL&VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS OR IF
CONSTRUCTION WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER THE WORK IS COMMENCED.
PROOF OF CONTINUATION OF WORK IS BY MEANS OF A PROGRESS INSPECTION. The owner or agent on owner's behalf,represents that the
information provided is accurate and grants employees of Mason County access to the above described property and structures for review and
inspection of this project. Acknowledgment of such is by signature below:
OWNER AFFIDAVIT-I certify that I am exempt from the requirements of the CONTRACTOR'S AFFIDAVIT-1 certify that I am currently registered as a
Contractor Registration Law RCW 18.27 and am aware of the ordinance contractor in the State of Washington and that I am aware of the ordinance
requirements for which this permit is issued and that all work will be done in requirements regulating the work for which this permit is issued and all work
conformance therewith. No changes shall be made without first obtaining shall be done in conformance therewith. No changes shall be made without
approval, ' first obtaining approval.
X .,�—
Date " /, 0 X Date
FOR OF:71 �IAL USE BEYOND THIS POINT
P YAcce ted b fm� I J DateU Submittal Amount Due Receipt No.
DEPARTNiFtVTA #Z£1�€EV1�<i AF. R0V.ED...:.:.::..DENIIE01A,
Building Department Zy a
Occ Group Type Constr.
Planning Department
Other
UeFee
FEES
Site Inspection
Fee UFC Plan Review Fee
Base Fee Other
l&Base Fee Other
/Pellet Stove Fee Pre-Paid at Submittalee TOTAL FEES
PF
MASON COUNTY PROJECT SITE INFORMATION
If Case No.
Name L E e 9- `Mar Swobe PARCEL NUMBER 1�317 43 00080 Date O
SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the
site plan
Lot Dimensions Fences
LExistinguctures Driveways
etbacks Shorelines
s Topography
on (including adjacent) Drainage Plan
treets Easements
ronting Streets Septic System
DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line.
adjacent property line4 , I E-adjacent property line
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adjacent ro ert line d'acent ro ert line
SAMPLE SITE PLAN
adja t property line--> so _ E-adjacent property line
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TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the
degree of slopes. See sample topography profile.)
SAMPLE TOPOGRAPHY PROFILE
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FORM MUST BE COMPLETED IN INK
PLEASE PRESS HARD MASON COUNTY PROJECT SITE INFORMATION
II Case No.
Name Lee, S MarJ sWA#JrtPARCEL NUMBER I2317 43 DODt30 Date
SHOW THE FOLLOWING ON SITE PLAN Show Direction by indicationg N, S, E, W in relation to the
site plan
Lot Dimensions Fences
Existing Structures Driveways
Structure Setbacks Shorelines
Water Lines Topography
Well Location (including adjacent) Drainage Plan
Names of Streets Easements
Names of Fronting Streets Septic System
__J1 I IJ
DRAW SITE PLAN BELOW Include adjacent properties if on shoreline or within 100 feet of adjacent property line.
adjacent property line4 , I E-adjacent property line
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Py-o end
r i 200`± i add ►f,�
,o 5iope, s� +�
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adjacent property line L� IH Wr d'acent pro erty line
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SAMPLE SITE PLAN
adjar�nt property line-� 3io� _ _ Fadjacent property line
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adjacent property line-. ; I '. c \i <—adjacent properfy line
TOPOGRAPHY PROFILE(Show a side view of property. Show slopes, cuts and fills. If possible include height and the
degree of slopes. See sample topography profile.)
SAMPLE TOPOGRAPHY PROFILE
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51 FK1099 Shear Walt 1997.x1s SHEAR WALL CALCULATION MaWvw G 11/14/1999
_ i;
BUILDING IDENTIFICATION : SWOBODA RESIDENCE, MASON COUNTY
Note: For the purpose of this calculation-
the NORTH direction will be assume in the direction from the BOTTOM to the TOP of the DRAWING PAGE.
Loading -per U P 1997
SEISMIC FORCE WIND FORCE
PROJECTED AREA METHOD
MARK WEIGHT HEIGHT<--Base on lump sum weight
(Idps) ( 8 ) WIND SPEED- 80 1 mph I
Rod-2nd FL 8.7 7.90 <_Bass on dtaph height EXPOSURE- B
2nd-1st Fkxx 7.5 8.25 <_Base on diaph height IMPORTANT FACTOR- 1
WINDWARD LEEWARD TOTAL
HEIGHT Ce q I
Ew 30-40 0.84 16.40 1. 0.80 11. 0.50As.
S. 17.91
sum(weight) 16.3 Dw 25-30 0.76 16.40 1. 0.80 9.9 0.50 16.
17.3 Cw 20-25 0.72 16.40 1. 0.80 9. 0.50 16.
Bw 15-20 0.67 16.40 1. 0.80 8.7 0.50 14.
2 0.30 - - - - -. - - -Aw 0151. 0.80 8.1 0.50 . 13.
1. 1.00 NS DIRECTION
SOIL PROFILE- SD WIDTH HEIGHT PRESS. FORCE X F X sum F sum F X X avg
R- 5.50 (FT) (FT) (PSF) (KIPS) (FT) (K-9
Ce- 0.36 ROOFTOP
Cv- 0.54 EXP AREA 11 241 3.001 9.121_0.66 --12.00 7.9
Na 1.00 EXP AREA 2 0.00 _ 0.1
Nv 1.00 EXP AREA 31 1 1 1 0.001 1 0.01 0.661 7.9 12.00
Cl- 0.02 Cl-(.035)-steel,(.03)-concrete MRF&(.02)other 2nd LEVEL WALL
h r 16.15 uppermost level(11) EXP AREA 11 141 7.91 8.131 0.901 7.001 6.3
EXP AREA 21 1 1 1 0.001 1 0.01 0.90 6.3! 7.001
rho Area of Gr fir- 276 SF
We#Shear(N-S)- 0.60 kips Wall L(N-S)- 2.67 LF
We%Shear(E-W)• 0.53 kips Wall L(E-W)- 2.67 LF ROOF 1st
Story shear- 1.9 Lips EXP AREA 1 0.00 0.0
r max(Nb)- 1.178 1.0< rho a 0.98<1.6 FRCP AREA 2 0.00 0.01 0.00 0.0 j 0.00 j
r_max(E-W)- 1.034 1.0< rho- 0.84 0.6
1 st LEVEL WALL
rho= 1 EXP AREA 11 6 8.25 8,13 0.40 7.001 2.8
EXP AREA 2 0.00 0.0
Bidg Period(r)- 0.16 sec T-Cl'(hn)"(3/4) EXP AREA 31 1 1 1 0.001 1 0.01 0.401 2.81 7.0(
F rod- 0.000 kips MIN(IF(r>0.7,0.07'T'V,0),0.25'V)
E-W DIRECTION
BASE SHEAR WIDTH HEIGHT PRESS. FORCE Y F Y sum F sum F Y Y avg
Vmin- 0.040 x W (FT) (FT) (PSF) (KIPS) (FT) (K-9
Vmax- 0.164 x W ROOF 2nd
V- 0.609 x W (zone 3) EXP AREA 11 131 6.00 14.82 1.18 6.001 6.9
EXP AREA 21 151 31 15.351 0.691 14.001 9.7
V-(Vmin<V<Vmax)'rho/1.4- 1.9 kips AT WALL EXP AREA 31 1 1 1 0.001 1 0.01 1.851 16.61 8.99
2.0 kips AT GROUND
2nd LEVEL WALL
MARK EIG HEIG W'H wx(v-Fr V per Mo per EXP AREA 1 12 7.9 14.281 1.35 6.00 8.1
Level Level EXP AREA 21 1 0.001 1 0.01 1.351 8.1 8.00
Rod 1 8.75 1 7.90 1 69.11 1.0
1.0 7.9
Fkxx n-0 7.53 F-8-.2-57 62.11 0.9 ROOF 1st
1.91 23.61 EXP AREA 1 I I I 1 0.001 1 0.0
Fkxx n-1 0.00 1 0.00 1 0.01 0.0 EXP AREA 21 1 1 1 0.001 1 0.01 0.001 0.0 0.00
Fkxx n-2 0.00 1 0.00 1 0.01 0.0 1 st LEVEL WALL
EXP AREA 11 12 5.51 13.22 0.871 6.00 5.2
Fkxx n-3 0.00 0.00 0.0 0.0 EXP AREA 2 0.00 0.0
131.2 1.9 EXP AREA 3 0.00 0.0 0.871 5.21 6.001
h'o
par
Xcf-s cf-s Level "Level NS Xd w Level Level E-W Ydw Level Level
(II) (11) (kips) IRA) (4) (kips) M-k) (a) (kips) (8-k)
Rod 12.81 6.99 1.00 7.9 Roof 9.97 1.11 8.7 Rod 8.19 2.62 19.9
Fkxu 13.06 6.85 1.90 23.6 Floor 8.87 1.76 32.4 Floor 7.52 3.64 70.8
KITSAP CONSULTING ENGINEER 360-479-4423 Input. 1/3
51F)<1099 Shear Wall 1997.)ds SHEAR WALL CALCULATION Matthew G 11/14/1999
CENTER OF MASS
WALL TYPE: I-INTERIOR WALL 0.009 ksf SHEAR WALL TYPE: G-GWB-UNBLOCKED(5d Cooler or Wallboard @ 7'O.C.) /5
II-INT.INSULT;PARTY 0.014 ksf GB-GWB WITH BLOCKING(5d Cooler or Wallboard(p 4'O.C.)
E-EXT.WALL 0.012 ksf P-PLYWOOD OR OSB-BLOCKED
OE-OPENING EXT. 0.012 ksf
SW-SHEAR WALL 0.000 ksf #LAYER: NUMBER OF LAYER OF PLYWOOD OR GWB ON THE WALL
X-Measured Distance(PARALLEL to E-W DIRECTION)from REF.POINT to C.G.of member
Y-Measured Distance(PARALLEL to N-S DIRECTION)from REF.POINT to C.G.of member
2nd LEVEL ROOF LENG WIDTH X Y UNIT W W W X WY
ID -ft
1 ROOF 25.00 13.00 12.50 6.50 0.0170 6 69 36
2 0 0 0 _
3 0 0 0
4 0 0 0
5 0 0 0
5.5
2nd LEVEL WALL
WALL ENGT HEIG Y UNIT W W W X- WY SW 9 OF REaALLOW END
TYPE ft s -ft -ft TYPE LAYER SEISMIC WIND RXN
2nd LV Wall In NS direction % % (K)PS)
1 1 1 12.00 4.00 0.00 6.00 0.0090 0.4 0.0 2.6 0.00 0.00 0.00 0.00 0.00
2 2 E 12.00 12.00 9.00 6.00 0.0120 1.7 15.6 10.4 0.00 0.00 0.00 0.00 0.00
3 3 E 12.00 7.80 22.75 6.00 0.0120 1.1 25.8 6.7 0.00 0.00 0.00 0.00 0.00
4 0.0000 0.0 0.01 0.0 0.00 0.00 0.00 0.00 0.00
5 2 SW 2.67 7.00 9.00 1.50 0.0000 0.0 0.0 0.0 P 1 47.82 62.63 1.10 OK SW1
6 2 SW 2.67 7.00 9.00 10.50 0.0000 0.0 0.0 0.0 P 1 47.84 62.65 1.10 OK SW1
7 3 SW 2.67 7.00 22.75 1.50 0.0000 0.0 0.0 0.0 P 1 36.09 39.86 0.70 OK SW1
8 3 SW 2.67 7.00 22.75 10.50 0.0000 0.0 0.0 0.0 P 1 36.09 39.86 0.70 OK SWt
9 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
10 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
11 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
12 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.D0
13 0.0000 1 0.0 0.0 0.0 0.00 0.D0 0.00 0.00 0.00
14 0.0000 0.0 0.01 0.0 0.00 0.00 0.00 0.D0 0.00
15 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
16 f 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
17 O.DDDO 0.0 0.0 0.0 0.D0 0.00 O.Do 0.00 0.00
18 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
19 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
20 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
21 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
22 0.0000 0.0 0.0 0.0 0.00 0.D0 0.00 0.00 0.00
23 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
24 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
25 0.0000 0.0 0.0 0.0 0.D0 0.00 0.D0 0.00 0.00
WALL ENG HEIGHT X UNIT W W W X W Y SW 0 OF REaALLOW END
TYPE -n -ft TYPE LAYER SEISM C WIND RXN
2 nd Wall In E-W direction % % taPSt
1 A-ROOF E 22.75 3.00 0.00 11.38 0.0120 0.8 9.3 0.0 0.00 0.00 0.D0 0.00 0.00
2 B E 14.00 12.00 12.00 16.00 0.0120 2.0 32.3 24.2 0.00 0.00 0.00 0.00 0.00
3 C 1 9.00 4.00 12.00 5.00 0.D090 0.3 1.6 3.9 0.00 0.00 0.00 0.00 0.D0
4 0.00001 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
5 B SW 2.67 7.75 12.00 ]21.00
0.0000 0.0 0.0 0.0 P 1 27.34 73.90 2.24 OK SW2
6 B SW 2.67 7.75 12.00 0.0000 0.0 0.0 0.0 P 1 27.34 73.90 2.24 OK SW2
7 A-exl wall SW 2.67 _7.75 0.00 0.0000 0.0 0.0 0.0 P 1 36.08 90.88 1.88 OK SW1
8 A-ext wall SW 2.67 7 75 0.00 0.0000 0.0 0.0 0.0 P 1 36.08 90.88 1.88 OK SW1
9 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
10 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
11 0.0000 0.0 0.0 0.0 0.D0 0.D0 0.00 0.00 0.00
12 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
13 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.D0 0.00
14 0.00001 0.0 0.0 0.0 0.00 0.D0 0.00 0.00 0.00
15 0.0000 0.0 0.0 0.0 _ 0.00 0.00 0.00 0.00 0.00
16 0.00001 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
17 0.00001 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
18 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
19 _ 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
20 0.0000 _ 0.0 0_0 - --0.0_-_..--- .. ..---- 0.00 0.DO 0.00 0.00 0.00
21 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
22 0.0000 0.0 0.0 0.0 0.D0 0.00 0.00 O.GO 0.00
23 _ 0.0000 0.0 0.01 0.0 0.00 0.00 0.00 0.00 0.00
24 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
25 1 1.0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
6.4
KITSAP CONSULTING ENGINEER 360-479-4423 Input; 2/3
51FK1099 Shear Wall 1997.)ds SHEAR WALL CALCULATION Matthew G 11/14/1999
1st LEVEL ROOF d LENG WIDTH X Y UNIT W W W X WY
or 2nd FLOOR k' -A -f
1 FLOOR 22.75 12.00 11.38 6.00 0.0120 31 37 20
2 01 0 0
3 0 0 0
4 0 0 0
5 0 0 0
6 0 0 0
3.3
1st LEVEL WALL
WALL ERG HEIG Y UNIT W W W X W Y SW 0 OF REryALLOW END
-_i^L kips -Ike -A) TYPE LAYER SEISMIC WIND RXN
1st L V Wall In NS dlnaetion - ---- % x (KIPS)
1 1 1 E 1.00 7.25 0.00 6.00 0.0120 0.1 0.0 0.5 0.00 0.00 0.00 0.00 0.00
2 2 E 5.33 7.25 9.00 6.00 0.0120 0.5 4.2 2.8 0.00 0.00 0.00 0.00 0.00
3 3 E 12.00 7.25 22.75 6.00 0.0120 1.0 23.8 6.3 0.00 0.00 0.00 0.00 0.00
4 0.0000 0.0 0.0 0.0 0.00 0.D0 D.DO 0.00 0
5 2 SW 2.67 7.25 9.00 1.50 0.0000 0.0 0.0 0.0 P 1 58.93 4.12 C SW2
6 2 SW 2.67 7.25 9.00 10.50 0.0000 0.0 0.0 0.0 P 1 _!s9 9�RQ 4z 4.11 OK SW2
7 3 SW 2.67 7.25 22.75 1.50 0.0000 0.0 0.0 0.0 P 1 68.52 63.31 2.57 OK�1
8 3 SW 2.67 7.25 22.75 10.50 0.0000 0.0 0.0 0.0 P 1 68.52 63.31 2.57 OK SW1
9 _ _ 0.0000 _ 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
10 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
11 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
12 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
13 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
14 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
15 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
16 0.0000 0.0 0.0 0.0 0.00 0.00 0.D0 0.00 0.D0
17 0.0000 0.0 0.0 0.0 0.00 0.D0 0.00 0.D0 0.D0
18 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
19 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
20 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
n 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
23 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
24 0.0000 0.0 0.0 0.0 0.00 0.D0 0.0o 0.D0 0.00
2
2' 0.0000
0.01 0.01 0.01 1 0.00 0.00 0.00 0.00 0.00
WALL ENGTF HEIGHT Y X UNIT W W W X W Y SW 0 OF REQ(ALLOW END
TYPE -It k-8 TYPE LAYER SEISMIC WIND RXN
1 at LV Well In E-W direcdon % % (Kips)
1 A 22.75 7.25 0.00 11.38 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
2 B E 5.33 7.25 12.00 16.00 0.0120 0.5 7.4 5.6 0.00 0.00 0.00 0.00 0.00
3 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
4 B SW 2.67 7.25 12.00 10.00 0.ODD0 0.0 0.0 0.0 P 1 40.14 80.11 7.83 OK SW3
5 B SW 2.67 7.25 12.00 21.00 0.0000 0.0 0.0 0.0 P 1 40.14 80.11 7.83 OK SW3
6 A-ext wall SW 2.67 7.25 0.00 10.00 0.0000 0.0 0.0 0.0 P 1 46.87 89.61 6.79 OK SW2
7 A-ext wall SW 2.67 7.25 0.00 21.00 0.0000 0.0 0.0 0.0 P 1 46.87 89.61 6.79 OK SW2
8 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
9 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
10 0.00001 0.0 0.0 0.01 0.00 0.00 0.00 0.00 0.00
11 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
12 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
13 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
14 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
15 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
16 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.D0
17 0.0000 0.0 0.0 __ -0.0 0.00 0.00 0.00 0.00 0.00
18 0.0000 0.0_0.0 0.0 0.00 0.00 0.00 0.00 0.00
19 ---- - -- ------ - -- - - 0.0000 0.0 0.0 0.0 - -- 0.00 0.D0 0.00 0.D0 0.D0
20 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
21 0.0000 0.0 0.0 0.0 0.00 0.00 0.D0 0.00 0.00
22 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
23 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
24 0.0000 0.0 0.0 0.0 0.00 0.00 0.00 0.00 0.00
25 0.0000 0.0 0.0 0.01 1 0.00 0.00 0.00 0.00 0.00
2.1
W W X W Y X -s Yd-s
(kips) (k-R) (R) (n)
SUM of 2nd-> 12.0 153 841 12.8 .0
SUM TOTAL--> 17.3 226 118 13.1 6.8
KITSAP CONSULTING ENGINEER 360-479-4423 Input: 3/3