Loading...
HomeMy WebLinkAbout3520 188th St Ne_BLD85_2026 CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 lip PHONE; (360) 403-3551 BUILDING PERMIT Address:3520 188th Street NE Permit#:85 Parcel#:31052100200400 Valuation: 1,00,t poD OWNER APPLICANT CONTRACTOR Name:Steve Younger Name:Steve Younger Name:Pacifica General,LLC Address:426 N Olympic Avenue Address:426 N Olympic Avenue Address:P.O.Box 1123 City,State Zip:Arlington,WA 98223 City,State Zip:Arlington,WA 98223 City,State Zip:Everett,WA 98206 Phone:425-422-3405 Phone:425-422-3405 Phone:425-348-1522 MECHANICAL CONTRACTOR PLUMBING CONTRACTOR u Name:Finish Line Heating Name:Robinson Plumbing Address: 1412 100th Street SW Address:29330 124th Avenue NE City,State,Zip:Everett,WA 98204 City,State,Zip:Arlington,WA 98223 Phone:425-355-5256 Phone:425-508-3459 LIC#:FINISLH916CE EXP: 2/5/2015 LIC#:ROBINP*272C2 EXP:9/1/2013 JOB DESCRIPTION PERMIT TYPE: Single Family Residence CODE YEAR: 2009 STORIES: I CONST.TYPE: Vb DWELLING UNITS: 1 OCC GROUP: N/A BUILDINGS: I OCC LOAD: N/A PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY;NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the Ci V Arlington must be reported on your sales tax return form and coded City of Arlington#3101. ✓ szIZ1 Signature Print game Date Release y ate CONDITIONS THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 5/1/2013 Building Permit Fee $1,941.42 5/1/2013 Building Plan Review Fee $1,261.92 5/1/2013 Furnace $50.00 5/1/2013 Plumbing Permit Fee(Enter Fixture Fee) $169.00 5/1/2013 State Building Code Surcharge Fee $4.50 5/1/2013 Water Heater $50.00 Total Due: $3,476.84 Total Payment: $0.00 Balance Due: $3,476.84 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon . � 1 ' y 1 U z •o � 0O0 r+ w U 0 0 x O cn au a� ® w 03 O o O U PM o --- v o PQ Q ® H z �W z A °z p w WO W � w p P a C� u z z o z z o � Q) w b 4 � � H � �, z 0 3 W. O z o > Nz � � op cn O � 3 cn Q) � •�� p Q w 0 C) 0 Z � � - N zcnC4, H H - - - i acific-Partners--Insulation- ".f Air Leakage (Blower Door) Testing Certificate House Address or Lot M. Pac—I �i 'IS 64 MCA(ie � n-Titian-ed+lt�r r _ Blower Door Location_:_- ^,. Ring: Open O 00 20 30 Wind Speed: /Y mph Humidity: 7,2 Temperature: )q _0 F Weather Condition: c CY)AKK— e Formula: (CFMF:.X 0.055) /(CFA X 144) Baseline: Calculations: I l 8U k bs Standard Tested CFMso _ Test Result (SLA) 0.00030 spa18'o ©o ;Z777 Glossary CFA:Conditioned Floor Area CFMso:Cubic Feet per Minute of air leakage at 50 pascals of pressure Pascal(PA):The SI unit of pressure(equivalent to one newton per square meter) SLA:Specific Leakage Area _.W�s ingtAnSta.te_Energ-y-Code-R erence: - 502.4.5 Building Air Leakage Testing: All new construction and additions over 750 sq.ft.need to have a blower door test done and the resulting air leakage should be less than 0.00030 Specific Leakage Area(SLA)when tested at 50 pascals(0.2 inch w.g.)of depressurization.Testing can be done anytime after rough in and after installation of penetrations of the building envelope,including penetrations for utilities,plumbing, electrical,ventilation and combustion appliances(and sealing of these penetrations)have been completed_Building officials can request that the test be conducted while building department staff is present.The blower door test results need to be recorded on the certificate that is required in Section 105.4 Exemptions: 1.Additions less than 750 square feet 2. Once visual inspection has confirmed the presence of a gasket(see section 502.4),operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test.Specific Leakage Area(SLA)shall be calculated as follows SLA =(CFM50 x 0.055)/(CFA x 144) Where: CFMso =Blower door fan flow at 50 pascal pressure difference CFA =Conditioned Floor Area of the housingunit,converted to square inches / q EIZ-- - l ( ���� During Testing: Exterior windows and doors,fireplace and stove doors shall be closed, but not sealed. Dampers shall be closed, but not sealed; including exhaust, intake, makeup air, back draft, and the flue dampers; interior doors connecting conditioned spaces shall be open; access hatches to conditioned crawl spaces and conditioned attics shall be opened, doors connecting to unconditioned spaces shall be closed but not sealed; Exterior opening for continuous operation ventilation system and heat recovery ventilator-, �h,ii I,e do<<d and sealed. CPi llt';' lnit thr'�,e air leaka,�c- rF;U�I� �lfr' :Ircm-a[' ]nCl d�_'i;'fflllfl�(i U'S!nt ;LJnCl=ir�I Ill�l�.'.'i'!' CiOUI' 1:�'i.�IfIF; !J OC�lC01. s.=.r+.a....+a.+...+�.+.�s+�c.s���.c-,w.,..s•ws.-...cau ��.,.. ..i.,.rww.......r•.....<N.........-<--•_vF ��i,� --/y�� Design Lines,Inc. (425) 353-0531 BeamChek v2011 licensed to Design Lines, Inc. Reg#230&64256 Pacifica General garage door header f F uL.L 1£if Prepared by: DT Date:2/19/13 Selection 13-118x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Afea R1=2.7 inz R2=2.7 in2 (1.5)DL Defl= 0.20 in Recom Camber-0.30 in Data Beam Span 16.2 R Reaction 1 LL 121:5# Reaction 2 LL 1215# Beam Wt per ft 9.11 # Reaction 1TL 1775# Reaction 2 TL 1775# Bm Wt Included 1.48# Maximum V 1775# Max Moment 7188 W Max V(Reduced) 1556# TL Max Defl L/240 TL Actual Deft L/401 LL Max.Defl L/360 LL Actual Defl L/678 Attributes Section in' Shear(in') TL Defl in LL Defl Actual 75.00 37.50 0.48 0.29 Critical 31.25. 8.45 0.81 0.54 Status OK OK OK OK Ratio 42% 23% 60% 53% Fb(psi) Fv(psi) E(psi x mil Fc I (psi) Values Reference Values 2400 240 1.8 650 Adjusted Values 2760 276 1.8 .660 Adjustments Cv Volume 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress WA Chi Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:150 Uniform TL 210 =A RECEfVED APR 2 5 2013 COA Engineering Dept 0"D 065 I Design Lines, Inc. (425)353-0531 BeamChek v2011 licensed to.Design Lines, Inc. Reg#2306-64256 Pacifica General garage door hdr/dutch hip Prepared by: DT Date: 2119/13 Selection 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.1 inz R2=2.1 inz (1.5)DL Defl= 0.21 in Data Beam Span 16.2 ft Reaction 1 LL 810# Reaction 2 LL 810# p Beam Wt per ft 9.57# Reaction 1 TL 1293# Reaction 2 TL 1293# Bm Wt Included 155# Maximum V 1293# Max Moment 5235 # Max V(Reduced) 1143# TL Max Defl L/240 TL Actual Defl L/441 LL Max Defl L/360 LL Actual Defl L/835 Attributes Section in' Shear(in') TL Defl in LL Defl Actual 73.83 39.38 0.44 0.23 Critical 55.17 8.28 0.81 0.54 Status OK OK OK OK Ratio 75% 21% 54% 43% Fb (psi) Fv(psi) E(psi x mil Fc I (psi) Values Reference Values 900 180 1.6 625 f Adjusted Values 1139 207 1.6 625 Adjustments II CF Size Factor 1.100 i Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress NIA Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:100 Uniform TL. 150 =A Design Lines, Inc. (425)353-0531 BeamChek v2011 licensed to.Design Lines, Inc_ Reg#2308-64256 Pacifica General Porch beam/" i Fi b>rrc:44 HIT' Prepared by DT Date: 2/19/13 Selection (4x 8 DF-L#2 Lu =0.0 Ft Conditions NDS 2005 Min Bearing Area R1=1.7 in2 R2=1.7 in2 (1.5)DL Defl= 0.13 in Data Beam Span 10.0 ft Reaction 1 LL 750# Reaction 2 LL 750# Beam Wit per ft 6.17# Reaction 1 TL 1081 # Reaction 2 TL 1081 # Bm Wt Included 62# Maximum V 1081 # Max Moment 27021# Max V(Reduced) 950# TL Max Defl L/240 TL Actual Defl L/381 LL Max Defl L/360 LL Actual Defl L/633 Attributes Section W Shear W TL Defl in LL Defl Actual 30.66 25.38 0.31 0.19 Critical 24.10 6.89 0.50 0.33 Status OK OK OK OK Ratio 79% 27% 63% 57% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 900 180 1.6 625 Adjusted Values 1346 207 1.6 625 Adjustments CF Size Factor 1.300 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:150 Uniform TL:210 =A I Design Lines,Inc. (425)353-0531 Beam Chek v2011 licensed to.Design Lines, Inc. Reg#2308-64256 Pacifica General porch beam/dutch hip Prepared by: DT Date: 2/19/13 Selection 6x 8 DF-L#1 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.7 inz R2=3.7 inz (1.5)DL Defl= 0.07 in Data Beam Span 7.9 ft Reaction 1 LL 1631 # Reaction 2 LL 1631 # Beam Wt per ft 10.02# Reaction 1 TL 2323# Reaction 2 TL 2323# Bm Wt Included 79# Maximum V 2323# Max Moment 4587 # Max V(Reduced) 1955# TL Max Defl L/240 TL Actual Defl L/496 LL Max Defl L/360 LL Actual Defl L/812 Attdbutes Section in' Shear W TL Defl in LL Defl Actual 51.56 41.25 0.19 0.12 Critical 39.89 15.00 0.40 0.26 Status OK OK OK OK Ratio 77% 36% 48% 44% Fb(psi) Fv(psi) E(psi x mil Fc (psi) Values Reference Values 1200 170 1.6 625 Adjusted Values 1380 196 1.6 625 Adjustments CF Size Factor 1.000 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:413 Uniform TL 578 =A REC EI-yED APR 2 5 2013 C®A Engineering Dept. 1Z41 �(n. oa� IZ9' t A , S'6� o/htrc- r tv� I\\Ij l to- n► l Z- °1 of M N oil SECt ° r F I Zq IJ of al Q, -1 G AT-aG I °tf) I o 6 a4 PAC.I F-I CA—, y6m. AI al p 5� ao �� 4ZS- .3 - ISZZ_ zz' L o--2 , tvr L s p 35 x X 108"f S-f fad 1►-A C;ro 1-1,W,a d of 3 I D 5 Z 1 o a zoo 0,4 0 0 LI N 3.10 ti11F1c�1J; -TCztEs _ RUU FoUiS�a��0�-1 C200� tT — -' — — OD I (25.$ D2fti1►SS -ro �rs�lLTC2(s.Tlo11 l Z5. — — — T�zr I-1 C- 35`u�FL,TFz• s�Dti=� LK ,.,�� Ez uSC G7<ST�. �g2lVG p G/�TGH LOT — -- 6as1tJ I&UIL0 (LjG Slz-FE Z�2oq SQ.ti< i 1 � . CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON,WA. 98223 4D PHONE: (360)403-3551 SIDE SEWER/WATER METER Address: 3520 188th St Ne Permit#: 73 Plat Name: Ivel Short Plat Lot#: 2 Parcel#: 31052100200400 OWNER APPLICANT Name: Steve Younger Name: Address:426 N Olympic Avenue Address: City, State Zip:Arlington,WA 98223 City, State Zip:, Phone: 425-422-3405 Phone: JOB DESCRIPTION Water/Sewer CONDITIONS Must follow all City of Arlington,Public Works Construction Standards and Specifications. Monthly water/sewer billing begins at the time of installation. Water Meter Installation-Call 48 hours in advance 360-403-3526. Meter Tail Piece Inspection-Call 48 hours in advance 360-403-3526. Side Sewer Inspection-Call 24 hours in advance 360-403-3508. PERMIT APPROVAL I agree to pay in advance and in accordance with existing ordinances and regulations of the city,the below charges,the exact charges will be determined and payable immediately upon completion of installation. I further agree that all rates and charges for water and sewer service to the above property shall be paid in accordance with existing ordinances and regulations of the city,or any such ordinances and regulations passed hereafter. I hereby authorize any tenants,to have all accounts for water kept in his/her name with the understanding that water bills mailed to said tenant shall not relieve the property from liability for water charges incurred. I understand that the city will use all reasonable effort to maintain uninterrupted service,but reserves the right to shut off the water at any time without notice for repairs,extensions,non-payment or rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. The sewer superintendent may require the permitee to furnish plans pertaining to the application and issuance of permit. Reference; Chapter 13.08,Arlington Municipal Code for rules and regulations governing side sewers and connections to the public sewer system. SALES TAX NOTICE: Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. Owner/Audiocriied Age t Date Date )_& Z& �/�->0,� Billing Address Phone Number PERMIT FEES Date Name Description Fee Amount 9/18/2013 RC S Grandview 00-1 38 .04.04.06� 837.77 v 9 $ 9/18/2013 Sewer Connection Fee 379.00.04.06 $8,400.00 9/18/2013 Side Sewer Inspection-New 343.50.02.00 $180.00 9/18/2013 Water Connection Fee 379.00.04.05 $4,300.00 9/18/2013 Water Meter Fee 343.80.00.00 $720.00 Total Due: $14,437.77 Total Payment: $14,437.77 Balance Due: $0.00 Structural Design Associates 2802 Rockefeller Ave. Everett, Washington, 98201 Phone: (425) 339-0293 Fax: (425) 252-0916 STRUCTURAL CALCULATION LATERAL ONLY SDA # 6988 1SC0VI& Of wAsy��C�'O z 343 sION Ex�RES JAW 0 .3 �u 1601 PLAN 35XX 188TH ST NE ARLINGTON, WA 98223 March 3, 2013 ECEIv'ED APR 2 5 2013 COA Engineerin^l 0eot 1601 PLAN I March 3, 2013 SDA Job # 6988 Design Criteria Scope of Work: LATERAL ONLY Site Address: 35XX 188TH ST NE ARLINGTON, WA 98223 Number of Stories: 1 Engineerj CCC Roof Loading Roofing Composition 3.0 Sheathing 1.0 Insulation Roll/Batt 3.0 Ceiling 5/8"GWB 2.8 Framing 2.0 Miscellaneous fixtures, mechanical, electrical, etc. TOTAL DEAD LOADE=:M3.2 sf ROOF SNOW LOAD: 25.0 sf Main Floor Loading Floor Covering Carpet/Hardwood/Tile 3.0 Sheathing 3/4"T&G 2.3 Ceiling 1/2" GWB 2.2 Joists I-Joists 2.1 Beams 1.0 Miscellaneous fixtures, mechanical, electrical, etc. 1.4 TOTAL DEAD LOAD: 12.0 sf FLOOR LIVE LOAD. 40.0 Esfj Not Used Floor Covering Carpet/Hardwood/Tile 0.0 Sheathing 3/4" T&G 0.0 Ceiling 1/2" GWB 0.0 Joists I-Joists 0.0 Beams 1.0 Miscellaneous fixtures, mechanical, electrical, etc. 1.4 TOTAL DEAD LOAD: 2.4 sf FLOOR LIVE LOAD: 0.0 psf Soil Bearing Capacity: 5500 psf Frost Depth: 24 in 1601 PLAN March 3, 2013 SDA Job # 6988 1 Type of construction: Residential Location 35XX 188 ;T NE Applicable Building Codes: 12009 IBC,ASCE 7-05 ARLINGTON,WA 98223 Work performed LATERAL ONLY _WIND DESIGN: _ PS=AIwPs30K1t Exposure:� Wind Exposure Category as set forth in Section 6.5.6.3 of ASCE 7-05 Wind Speed= 85 MPH Basic Wind Speed as used in Figure 6-2 of ASCE 7-05 Ps30= Simplified design wind pressure for Exposure B,at h=30 feet and for I=1.0,from Figure 6-2 IW= 1 Importance factor as defined in Table 6-1 of ASCE 7-05 Adjustment factor for building height and exposure from Figure 6-2 of ASCE 7-05 Krr= 1.12 Adjustment factor for increased wind speed due to a hill or escarpment Roof slope rise run Front/Rear tan' 12 ) = 26.6 degrees Number of floors: Left/Right tan-' 12 1 = 26.6 degrees 19 ft Mean Elevation Average uplift(F/R)= -4.9 psf Based on wind zones'G'and'H' „ Average uplift(R/L)= -4.9 psf Based on wind zones'G'and'H' End zone of wall End zone of roof Front/Rear Left/Right Front/Rear Left/Right I �` Ps3 I A= 13.9 psf 13.9 psf B= 4.3 psf 4.3 psf Ps 15.6 psf 15.6 psf 4.9 psf 4.9 psf Interior zone of wall Interior zone of roof Front/Rear Left/Right Front/Rear Left/Right Ps30 C= 10.3 psf 10.3 psf D= 3.8 psf 3.8 psf Ps= 11.6 psf 11.6 psf 4.3 psf 4.3 psf Transverse WIND LOAD CALCULATIONS FRONT REAR IV MAIN FLOOR= WIND ZONE A B C D AVE. HEIGHT 4.33 8.5 8.5 8.5 AVE.WIDTH 8.5 8.75 46.4 27.9 Ps 15.60 4.85 11.58 4.30 0.00 0.00 0.00 0.00 0-00 0.00 0.00 0.00 SUBTOTAL 574 361 4566 1020 0 0 0 1 0 0 0 0 0 TOTAL :7,427 Ibs ;Minimum net pressure controls. The calculated pressure is less than the'minimum net pressure, ---------- - - equal to 10psf applied over the entire area. (ASCE 7-05 6.4.2.1.1) NOT USED WIND ZONE A C AVE. HEIGHT 9 9 AVE. WIDTH 13 32.75 Ps 15.60 11.58 0.00 0.00 1 0.00 0.00 0-00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1825 3413 0 1 0 0 0 0 0 0 0 0 0 TOTAL :5,238lbs I NOT USED WIND ZONE A C AVE. HEIGHT 10 10.25 AVE.WIDTH 10 45 Ps 15.60 11.58 0.00 0.00 0.00 0.00 0,00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1560 5340 0 0 0 0 0 0 0 0 0 0 TOTAL :6,901lbs � - 1 1601 PLAN i March 3, 2013 SDA Job# 6988 2 WIND LOAD CALCULATIONS LEFT RIGHT EV MAIN FLOOR= WIND ZONE A B C D AVE. HEIGHT 4 6.75 9 9.5 AVE.WIDTH 8.5 9.2 27.8 12.2 Ps 15.60 4.85 11.58 4.30 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 530 301 2897 498 0 0 0 0 0 0 0 0 TOTAL ,4,622 Ibs ---,:Minimum net pressure controls. The calculated pressure is less than the minimum net pressure, equal to 10psf applied over the entire area. (ASCE 7-05 6.4.2.1.1) NOT USED WIND ZONE A C AVE. HEIGHT 9.5 9.5 AVE. WIDTH 13 11.75 Ps 15.60 11.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1927 1292 0 0 0 0 0 0 0 0 0 0 TOTAL :3.219lbs ; NOT USED WIND ZONE A C AVE. HEIGHT 10 11.5 AVE.WIDTH 11.5 37.25 Ps 15.60 11.58 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1794 4960 0 0 0 0 0 0 0 0 0 0 TOTAL L6,754lbs I p CALLS: I MAIN FLOOR CALCULATIONS: Plate Height: 9.00 ft Tributary Area:1 30.0 Total length of Shearwall in Shortest Line: 19.50 ft Total Area:1 91.5 Length of Shortest Segment within Shear Line: 2.92 ft Length of Longest Segment in Shear Line: 4.50 ft p 1.011 ASCE 7-05 12.3.4.2 b NOT USED: Plate Height: 8.00 ft Tributary Area: 1.0 Total length of Shearwall in Shortest Line: 22.00 ft Total Area: 2.0 Length of Shortest Shearwall within Shear Line: 6.00 ft Length of Longest Wall in Shear Line: 16.00 ft p=L_NA J NOT USED: Plate Height: 8.50 ft Tributary Area: 10.5 Total length of Shearwall in Shortest Line: 5.00 ft Total Area: 55.0 Length of Shortest Shearwall within Shear Line: 2.50 ft Length of Longest Wall in Shear Line: 2.50 ft p 1601 PLAN March 3, 2013 _,SDA Job# 6988 3 All loads in pounds per square foot SE_ISM_I_C DESIGN' WALL DEAD LOAD= 10 psf ROOF DEAD LOAD= 15.0 psf E= En+Eo FLAT ROOF SNOW LOAD= 25 sf UPPER FLOOR D.L.= 12.0 psf E=pQE,.2SDsD QE=V=CSW RED. S.L.(20%-S.L.)= 0 LOWER FLOOR D.L.= 2.4 psf FLOOR LIVE LOAD= 40.0 psf p= 1.00 Site Class= D When the Site Class is not specified by Geotech, D will be assumed IE= 1 Importance factor as defined in Table 11.5-1 R= 6.5 h,=l 8 Total height of structure V=0.7SDSIEW/R SDs=2/3 SMs Ss= F33.2% SMs= 120.8% V= r0.087�W L__J VmaX= SDIIEW/TaR SMs=(Fa)(Ss) Fa= SDs = 80.6% E= 1 0.087 IW T.= 0.02h„o''s SDI =2/3 SMI SI = SMI = 57.8%= 0.10 s SMI =(Fv)(SI). Fv= SDI = 38.5% CS= 1 0.0871 MAIN FLOOR DIAPHRAGM LOADING: NOT APPLICABLE W(ROOF)= LENGTH WIDTH LOAD TOTAL W(ROOF)= LENGTH WIDTH LOAD TOTAL 56 44.2 15.0 37128 15.0 0 15.0 0 15.0 0 15.0 0 15.0 0 15.0 0 15.0 0 15.0 0 15.0 0 Area= 2475 Sub-Total= 37128 Area= 0 Sub-Total= 0 W(FLOOR)= LENGTH WIDTH LOAD TOTAL W(FLOOR)= LENGTH WIDTH LOAD TOTAL 73 5 12.0 4380 58 36 12.0 25056 12.0 0 12.0 0 12.0 0 12.0 0 12.0 0 12.0 0 12.0 1 0 1 1 12.0 0 Area= 365 Sub-Total= 4380 Area� 2088 Sub-Total= 25056 W(WALL)= LENGTH rRIB. HT LOAD I TOTAL W(WALL)= LENGTH TRIB. HT. LOAD TOTAL 56 1 4.5 10.0 2520 58 4 10.0 2320 56 1 4.5 10.0 2520 10.0 0 10.0 0 10.0 0 10.0 0 10.0 0 10.0 0 10.0 0 Area= 504 Sub-Total= 5040 Area= 232 Sub-Total= 2320 TOTAL= 46548 Ib TOTAL= lb NOT APPLICABLE W(ROOF)= LENGTH I WIDTH LOAD TOTAL V(MAIN FLOOR)_ .087 x 46548 lb= 4039 lbs 15.0 0 V()= .087 x lb= Ibs 15.0 0 v()= .087 x lb= Ibs 15.0 0 r------------------� 15.0 0 REDISTRIBUTE: ----I 15.0 0 Area= 0 Sub-Total= 0 FV x p height EV x height W(FLOOR)= LENGTH WIDTH LOAD TOTAL 4039 lb 9 36348 42 34 2.4 3427 lb 0 0 2.4 0 lb 0 0 2.4 0 TOTAL= 4039 Ib TOTAL= 36348 2.4 0 2.4 0 E(MAIN) FV x height x IV TOTAL = 4039 Ibs Area= 1428 Sub-Total= 3427 FV x height TOTAL W(WALL)= LENGTH TRIB. HT LOAD TOTAL 45 7.125 10.0 3206 E ()__ NOT USED = 0 Ibs 45 7.125 10.0 3206 10.0 0 10.0 0 E ()= NOT USED = 0 Ibs 10.0 0 Area= 641 Sub-Total= 6413 TOTAL= lb 1601 PLAN ! March 3, 2013 6988 a 4 SUMMARY: --------------------- WIND(front-rear) WIND(left-right) SEISMIC EV(MAIN)= 7427 Ibs 4622 Ibs 4039 Ibs NOT APLICABLE 0 Ibs 0 Ibs 0 Ibs NOT APPLICABLE 0 Ibs 0 Ibs 0 Ibs TOTAL= 7427 Ibs 4622 Ibs 4039 Ibs DIAPHRAGM SHEAR: —_I 240 PLF Total diaphragm length= 56.0 ft Sub-diaphragm length= 56-0 ft _\ Diaphragm width= 44:0 ft EV(MAIN)= 7,427 Ibs EV(roof) _ 7427 lb - 84 PLF . 0.0 ft ► (2)(width) 88 ft f— 22.0 ft----► IBC Table 2306.3.1 ► 240 PLF USE 15/32 CDX ROOF SHEATHING OR 3/4 T&G CDX SUBFLOORING I-_CHORD:-J Sub-diaphragm length= 56.0 R Total-diaphragm length= 56.0 ft Sub-diaphragm width= 44.0 ft T= M = IV x(diaphragm length) = 7427 x 56 ft = 1182 Ibs B 8 x(diaphragm width) 8 x 44 ft Top Plate Size 2x6 Species/Grade: HF#2 Area= 8.25 in^2 Ft = 525 psi Load duration(Co)= I1.60 Tallowable = Area X CD x Ft = 6,930 Ibs Since T allowable is greater than T applied, OK. SHEAR CAPACITY OF 10d COMMON NAIL = 10 102 x Cd x p= 163 Ibs 2005 Nos #OF NAILS PER 4 FT SPLICE= 1182 Ibs = 7 163 Ibs USE 2x6 HF#2 TOP PLATE W/ (8) 10d COMMON NAILS PER SPLICE. i 1601 PLAN March 3, 2013 � SDA Job# 6988 6 FRONT HEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g. Upper,Main,Lower 1.0 tributary width 1.0 tributary area Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 2.0 total width I 2.0 Itotal area (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used CDX Sheathing type 0.0 tributary width 1 0.0 Itributary area Values from table 2306 4.1 of the 2006 IBC 1.0 total width 1.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width 0.0 tributary area 19.25 ft Total Length of Shearwalls 1.0 total width r 1.0 Jtotal area V(from upper)= 4622 lb 4039 lb Height of Shearwall= 9.0 ftl Weight of Shearwall= 10 V(from main)= 0 lb 0 lb Length of Shearwall= 2.9 ft Tributary width for dead load= 2.0 ft V(from lower)= 0 lb 0 lb :Asoec`.Zati OK Length of adjoining wall= 4.5 ft I E(Wind)= 4,622 lb E(Smc)= 4,039 lb Use alternate R factor for seismic? No V = 120 PLF v= 105 PLF IBC 2306.4.1 (2w/h) x 0.93 x 260= 154 PLF USE 1 C/ 1 � ter:;�_tri£.�..J;t/rOi& s,`;e�>r1•�a,`i:ir-sryrt ��L��. CTOTAL= (floor above)+(this floor)= + 1080 Ibs = 1080 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + 688 Ibs = 688 Ibs Load case 8 controls-Wind V110d'..'r iWats i7ofdo+i•,vn desigt? Where overstrength factor is applicable,use this USE SIMPSON DESIGNED HOEDOWN: CS14 j value for E_in equations 5�6,and 8: E=944 Ibs , OR AT FOUNDATION/INTERIOR WALLS USE: STHD8/RJ REAR v SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g.Upper,Main,Lower 1.0 tributary width 1.0 tributary area Lt-Rt Load Direction,e.g.Left-Right,Front-Rear 2.0 total width 2.0 total area (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used CDX Sheathing type 0.0 tributary width 0.0 tributary area Values from table 2306.4.1 of the 2006 IBC 1.0 total width 1.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width 0.0 tributary area 19.25 ft Total Length of Shearwalls 1.0 total width 1.0 iota!area V(from upper)= 4622 lb 4039 lb Height of Shearwall= 9.0 ft Weight of Shearwall= 10.0 lbs V(from main)= 0 Ito lb Length of Shearwall= 2.9 ft Tributary width for dead load= 18.0 ft V(from lower)= 0 lb 0 lb Aspect Ratio OK Length of adjoining wall= 4.5 ft r(Wind)= 4,622 lb E(Smc)= 4,039 lb Use alternate R factor for seismic? No V= 120 PLF v= 105 PLF IBC 2306.4.1 0 (2w/h) x 0.93 x 260= 156 PLF i USE Q CTOTAL= (floor above)+(this floor)= + 1080 Ibs = 1080 Ibs Wind controls TTOTAL= (floor above)+(this Floor)= + 109 Ibs = 109 Ibs Load case 8 controls-Wind Wind t Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK {V value for E in equations 5,6,and 8: E=944 Ibs LEFT _ SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g.Upper,Main,Lower 11.0 tributary width 11.0 tributary area Ft-Rr Load Direction,e.g.Left-Right,Front-Rear 56.0 total width 56.0 total area (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used CDX Sheathing type 15.0 tributary width 15.0 tributary area Values from table 2306.4.1 of the 2006 IBC 44.4 total width L74.4 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width 0.0 tributary area 41.00 ft Total Length of Shearwalls 1 1.0 total width 1.0 total area V(from upper)= 7427 Ib 4039 Ib Height of Shearwall= 9.0 ft Weight of Shearwall= 10.0 Ibs V(from main)= 0 lb 0 lb Length of Shearwall= 20.0 ft Tributary width for dead load= 2.0 ft V(from lower)= 0 lb 0 lb A spec Ratio OK Length of adjoining wall E(Wind)= 7,427 lb E(Smc)= 4,039 lb Use alternate R factor for seismic? No V = 36 PLF V = 19 PLF IBC 2306.4.1 1.4 x 0.93 x 260=339 PLF A� USE Q Wind-onllofs si"+earvvab:... " CTOTAL= (floor above)+(this floor)= + 320 Ibs = 320 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + -606 Ibs = -606 Ibs Load case 8 controls-Wind t%✓trl!a contrr),3 hok'1-i li,(i--Sfl;Y:^ Where overstrength factor is applicable,use this 3 NO HOLDOWNS REQUIRED OK value for E in equations 5,6,and 8: E= 174 Ibs i -� f� I ( 1601 PLAN March 3, 2013 SDA Job# 6988 I 7 l GARAGE RIGHT IEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g.Upper,Main,Lower 1.0]total tributary width 1.0 tributary area Ft-Rr Load Direction,e.g.Left-Right, Front-Rear F:2.0 width 1 2.0 Itotal area (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used CDX Sheathing type F-1-0-1 tributary width F 1.0 tributary area Values from table 2306.4.1 of the 2006 IBC 2.0 total width 2.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 0.0 tributary width 0.0 tributary area 22.00 ft Total Length of Shearwalls 1.0 total width 1 1.0 total area V(from upper)= 7427 lb 4039 lb Height of Shearwall= 9.0 ft Weight of Shearwall= 10.0 lbs V(from main)= 0 lb 0 lb Length of Shearwall= 22.0 ft Tributary width for dead load= 3.0 ft V(from lower)= 0 Ib 0 lb Aspect RiAic,OK Length of adjoining wall= 4.5 ft I r(Wind)= 7,427 lb E(Smc)= 4,039 lb Use alternate R factor for seismic? No V o 169 PLF V o 92 PLF IBC 2306.4.1 1.4 x 0.93 x 260=339 PLF USE Q Win C1^t, lS 5 7113/VJt?!!des,,gn CTOTAL= (floor above)+(this floor)= + 1519 Ibs = 1519 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + 400 Ibs = 400 Ibs Load case 8 controls-Wind Wind Cont ',(3:`dco!,,'es;c',ro ^� NO HOLDOWNS REQUIRED OK Where overstrength factor is applicable,use this ` value for E in equations 5,6,and 8: E=826 Ibs t RIGHT �v SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g.Upper,Main,Lower 17.0 tributary width P567.0 tributary area Load Direction,e.g.Left-Right,Front-Rear 56.0 total width .0 total area (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used CDX Sheathing type 15.5 tributary width 15.5 tributary area Values from table 2306.4.1 of the 2006 IBC 54.0 total width 54.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 1.0 tributary width 1.0 tributary area 38.00 ft Total Length of Shearwalls 2.0 total width 2.0 total area V(from upper)= 7427 lb 4039 lb Height of Shearwall= 9.0 ft Weight of Shearwall= 10.0 Ibs V(from main)= 0 lb 0 Ib Length of Shearwall= 3-5 ft Tributary width for dead load= 2.0 ft V(from lower)= 0 lb - 0 lb Aspect Ratio OK Length of adjoining wall= 4.5 ft E(Wind)= 7,427 lb E(Smc)= 4,039 lb Use alternate R factor for seismic? No V = 59 PLF V o 32 PLF IBC 2306.4.1 0 1.4 x 0.93 x 260=339 PLF USE ZL 0l;f({i1S shearvi'_'',b'de$ig CTOTAL= (floor above)+(this floor)= + 534 Ibs = 534 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + 121 Ibs = 121 Ibs Load case 9 controls-Wind Wind Con.b-ofs iNohu wn design Where overstrength factor is applicable,use this NO HOLDOWNS REQUIRED OK _value for E in equations 5,6,and 8: E=290 Ibs 1 �� Lor Permit Information ' Date 4/29/2013 - Permit Number 85 - Project Name Ivel Short Plat Permit Type BLD _Site Address 3520 188th Street NE _ Description Residential Project Cost 200000.00 Square Feet 1601 Status Appiled Permit Issued Permit Expires Phone 360-435-2308/425-422-3405 Email - Occupancy Load Type of Construction Proposed Use New SFR Number of Stories 1 Assigned To Launa Peterson Property Information Owner Information Parcel#:31052100200400 Steve Younger Steve Younger 426 N Olympic Avenue Steve 188th Street NE Arlington,WA 98223 425-422-3405 Contractors Contractor Name Primary Phone Email Contractor Type License License# Contact _ Finish Line Heating 425-355- MECHANICAL Labor& FINISLH916CE 5256 CONTRACTOR Industries Pacifica General, 425-348- Labor& PACIFGL920R4 LLC Bud Phinney_ 425-508-1522 info@pacificageneral.com CONTRACTOR Industries Robinson Plumbing 3459 I PLUMBING CONTRACTOR Labor&Industries ROBINP'272C2+ Review Date Type Description Target Date Completed Date Assigned To Status 4/29/2013 BLD 5;6/20MkjW Chris Young In Review 4/29/2013 BLD 15/6/20 3 Amy Rusko In Review 4/29/2013 BLD 5/6/2013 _ Launa Peterson In Review Uploaded Files I Upload Fife_ Date I File 4/29l2013 BLD 85 Aoplication.pdf Delete �� 74 i l RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington,WA 98223 - Phone(360)403 3551 -FAX(360)403 3418 Number of Plumbing Fixtures (including Rough Ins) Accessory Main Total Fixture Total Number Fixtures Plumbing Fixtures Dwelling Unit Residence Unit#X Units Multiplier Bar Sink X 1.0 = Bathtub or Combination Bath/Shower / X 4.0 = Clotheswasher f— X 4.0 = f f 0 Dishwasher X 1.5 = . Hose Bibb X 2.5 = Sr 0 Kitchen Sink X 1.5 = Laundry Sink X 1.5 = Lavatory(Bathroom Sink) X 1.0 = D Shower(Stand Alone)Each Head X 2.0 = 0 Water Closet(Toilet) X 2.5 = Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Other Total Fixture Units Traps(other than above items Column Totals Estimated Project Valuation 00 Building Square Footage C) 15` Floor 2nd Floor �— 3'd Floor Basement Deck Garage Lfk)f7 Water Supply Piping A. Fixture Units: Number of Fixtures X Fixture Units=Total Fixture Units i B. Distance from meter to most remote outlet: 5-5:�o feet. C. Difference in elevation between meter and highest fixture: feet above meter or feet below meter. D. Pressure in street main: psi. (Measure with gauge or check with Water Department) I her y ertify that tl�e ebov fe ni o tion is correct and that the construction on, and the occupancy and the use of the above- de ibed'prop sty w II be in accor n with e-laws;rules and regulation of the State of Washington. Applica , ature — 7 �Dat€ 8� 1 � t RESIDENTIAL SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 • Phone(360) 403 3551 • FAX(360)403 3418 ZONING VERIFICATION APPLICATION 72 hour turnaround Date: 3 l Q Address: i, U Plat: (JL1 Owner/Applicant: � � �z �A,�A tE2 Signature: �- Verificatio of accuracy=nda-greement to follow the City of Arlington Municipal Code Phone: (h) 3&D 0 4? (c) �TiS' �Z L L, 1. Please check one: a. Single-family dwelling b. Duplex c.Addition d.Accessory structure j i! II 2. Proposed Dimensions: V1n (mV L) 4 0 H) Total SF) /�D 3. Allowed Lot Coverage: Total Lot Size SF x 35% SF 4. Actual Lot Coverage: (SF of all structures) &0( — _ 10,60� (lot size) % (This square footage should include the footprint area of all structures on the property including: house, garages, sheds, covered patios, and decks permitted by the building code) 5. Septic Tank? If so please provide Snohomish County Health Department approval and indicate on She plan. 6. How many trees greater than 12" diameter to be removed? ,ef)_ If any please indicate on site plan. 7. Describe Proposal (include cross street): Sin-7�� i,r►i�c� ��%�1��-vim �' OFFICIAL USE ONLY PROPERTY ZONED APPROVED F-1 DENIED r7l DAT , , IN COA Engineering Db. , -Z' I — 18z" i 7 �� t RESIDENTIAL PERMIT 1 SUBMITTAL s� _ Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3551 •FAX (360)403 3418 THIS APPLICATION TO BE USED FOR ONE AND TWO DWELLING UNITS RESIDENTIAL STRUCTURES. THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF CONSTRUCTION DRAWINGS, TWO(2) ACCURATE, FULLY DIMENSIONED PLOT PLANS AND ONE(1)CROSS CONNECTION CONTROL SURVEY(if adding plumbing). TYPE OF PERMIT: ® Residential Addition ® Residential Alter n Also Including: 6451'Umbing echanical Y Project Address: j° ) � �'/` Ap-".-4y�,,79`/_ Gt' Parcel ID#: Lot#: - ? Subdivision: Project Description: Valuation: Q©O, eqe'C7 Owner: r�%, i ��;� l>�i� Phone Number: f-M64kQ Address: L - City:/4a, - State;a/'& Zip Code: 3 Contact Person:i [yn Phone Number: Cell Phone: �! \�-�u.�-/ .��. Fax: Y��= � �7��� E-mail: ;�� f��i� C•i%fiy a t . '��.� Address: City:1 rz4g2P7T_- State: [A-//4- Zip Code:VZC16 Building Area(Sq Ft): 1st Floor: 2"d Floor: - P floor: f Deck: /100 Garage/Carport: 5f10(_) Basement: Project Valuation a6 ' locoo Contractor:�� Fyr,�_� �}�= ��2 LL,1, Phone Number: Address: f_-)C-) akox I/a3 City-aUiOZk-E State:u ='� Zip Code: T1f.1 4 Contractor's License Number. -,�!�Gll y,�� Expiration: Plumbing Contractor- Phone Number: Address:-__ 3.3n/�`1/� AUK- /F CityAJ?L-• State: (V/4- Zip Code: Contractors License Number raal.4p Expiration: Mechanical Contractor: F7,4tsSi4 1, 14 = Phone Number: Address: —ls�_L 6 '75� S-i S-02 - City: E&Zi�?FlT State: IVA Zip Code:.gfE� Contractor's License Number.F/�/(_J_ Expiration: I her 15certify that the ee--i�n�form 'on is correct and that the construction on, and the occupancy and,the use of the above- de vibe prop will in accordal eye ith the laws, rules and regulation of the State of Washington. Applicants Signature Date Print Applicants Name r =Hri FOR STAFF USE ONLY Permit# A pt d By Amount Received Receipt# Date Received 1 �, r RESIDENTIAL PERMIT SUBMITTAL Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223 • Phone (360)403 3551 • FAX(360)403 3418 CROSS CONNECTION SURVEY FORM Forward to Utilities Division for Review Type of Residence: ingle-Family ❑ Duplex ❑ Other The Rules and Regulations of the State of Washington Department of Health require that certain premises install backflow prevention assemblies(WAC 246.290.490). Backflow prevention assemblies shall be installed at any premise where, in the judgment of the City of Arlington Cross Control Specialist,the nature of activities on the premises may pose a hazard to the public water system. Type of Permit: (V<ew Residential Q Addition/Alteration Project Description: -� Project Address: r s� r-- / Parcel ID#: Owner: t������ �-/ `'/19U:{f i� Phone Number: q,;kr 4c)a-3W0.S__ Address: C�Ld4LJJz= City:AJ2L- State:Lam— Zip Code:"I"a3 Contact Person in Phone Number. 3qef-4—v,4 Q_ Cell Phone: yy►� � Fax:Sf-,), [tt;-_7Ek:r mail Address: a_3' City:1—T, /liff2 State:WA Zip Code 0?1 Appliances permanently connected to water service may require Cross-Connection-Control (check all that apply) ❑ Fire Sprinkler System ❑ Medical Equipment ❑ Lawn Sprinkler System ❑ Livestock Drinking Tanks ❑ Decorative Pond* a' �� - ❑ Private Well ❑ Hot Tub �� ❑ Re-circulating Heating System ❑ Swimmin o I ❑ Other 1 Authorized Signa + Date: �� f For Office Use Only Date Received: Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other Hf R id i ,4; Inspection Required' YES ❑ NO ❑ CO,A Enc,neaifln`_ -- - - r 1 ��� r clht.�- ql tn° of tse- ��- N cZ- r\3 of � of M d S H of 5� 4 rF lZq Z° N or � of ,0 z 6 o _a S l T'F PLC l_1 o� ot/) t o 6 �I o PAC l F-I C— CG E/�L RPL.. Po�tGN AI o1 Y o M r - 42-5- 345 - ISZZ 0 of 7I ZZe" Lo-t- CL S P 35 x , 1 08rtN S-s', 1Ur-- p 1z;1 I kA&-ro$-I I v,/A 3 0l Tpx¢ 3 loSZ l ID Zo 04 0 0 eC N " [2 U U F OU ISb P.T t al-t (z oOF p�l ��.s,$ D2F<It�IS TO ltil�ILTCLf'�'TlO1S 35111JFL•TR, stDti=w ol t)s t Ex 5T�• �;L l V G p ,a.pzoµ M opk it'd_ I t3 U()1L►7 IUC, SIZr' Z1Zaq SQ•l-i< Permit#: 85 Permit Date: 04/29/13 Permit Type: RESIDENTIAL SINGLE FAMILY Project Name: Ivel Short Plat Applicant Name: Applicant Address: Applicant, City, State, Zip: Contact: Phone: 360-435-2308 /425-422-3405 Email: Scope of Work: New SFR Valuation: 187000.00 Square Feet: 1601 Number of Stories: I Construction Type: Occupancy Group: ID Code: Permit Issued: 05/03/2013 Permit Expires: Form Permit Type: Status: COMPLETE Assigned To: Launa Black Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052100200400 3520 188th Street NE Steve Younger 425-422-3405 111 Single Family Residence-Detached Contractors Contractor Primary Contact Phone Address Contractor Type License License# Pacifica General,LLC Bud Phinney 425-348-1522 P.O.Box 1123 CONSTRUCTION Labor&Industries PACIFGL920R4 CONTRACTOR Finish Line Heating 425-355-5256 1412 100th Street MECHANICAL Labor&Industries FINISLH916CE Sw CONTRACTOR Robinson Plumbing 425-508-3459 29330 124th PLUMBING Labor&Industries ROBINP*272C2 Avenue NE CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 05/09/2013 R20.SFR/DUPLEX 05/09/2013 z.Christopher Young Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 04/29/2013 RESIDENTIAL SINGLE Plan review completed.Ok to issue permit with redlined z.Christopher Young FAMILY plans. 04/29/2013 BLD 04/29/2013 BLD Launa Black Fees Fee Description Notes Amount Building Permit Table 4-1 $1,941.42 Forced Air Heat fee per Btu plus fireplace $50.00 Mechanical Commercial Permit Table 4-7;Per Unit 12 fixtures+base fee $169.00 State Surcharge- 1st DU Residential- 1st Unit $4.50 Water Heater(Tank) base fee+HWT $50.00 Building Plan Review Table 4-2 $1,261.92 Total $3,476.84 Attached Letters Date Letter Description 05/01/2013 Building Permit 04/29/2013 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/03/2013 Ivel,LLC Lot 2 check#1112 Launa Black $3,476.84 Outstanding Balance $0.00 Uploaded Files Date File Name 12/30/2013 3520 188th.doc 04/29/2013 LLD 85 Application.pdf THE COMPLETE 41NE. i I I i l � ani I 1 J 1 : - f I j I LI LA -- -- I i t I ; I B i f, ! ! " Y w, 4 j # f h> 4 , I f f � , � I n ) r � 41 I S s ) l �[ f a S ,... tw �:, �",.•, ,.,. vim_ t 2 � �t•� t 3333 v e t � Y r t f`y , a i � I t , w � f f . , I : r P. 1 : i I ) { a , t a r a 1 I { I d c : 3 S 1 11 (f{[ I t f Y I ,"t u s „ w i .,,4 /p 7. a DRAWN: z--7 1-z?r3 Q COMPLETE HOME & BUILDING PLAN CENTER I Lf� i l7 I` Fh C 1 r C.� GEk--iE� i_, i_1 C ___ a CUSTOM HOMES •SPEC HOMES•ADDITIONS•REMODELS Q BY: �� � BA�C PLANS•SIGHT C1�1�1Ef2C1AL•DRAf31NG:S£}?�1C� a z p REVISED: c 1915 MADISON ST 425�353.0531 �' I - .� c EVERETT, WA 98203 425.353.6086FAX 920 1�'gc-tZtr MZ96 VA '3132A? . Q3S1��32i 0 I y� SmVMS'9NEL3M2iEi l4'!"i2 PIRM I r{.SNV7Id 3SV5 Sl3(OGY SNOLLM-ST40H 03cS•S3M MOIS(t� \1 �t �l i,1 ^t Cyl,'tr�(1['t 7� u�r� '7!7 JW�s�1 - ) a3i ZO N d MOM Ifi IQ '6 3P�DH H31dhOO r.. � I �. I , I I dt j 0 I \ \ J Ir 1 i, _ wil I L I a ,I t , ; 1 I _^f � qq 1j I Hp �I 71 f , I , • 11 , .I r f , , - , r , i +i t , , ! / E , r � 1I lllj �J � I i ; I { 1 l CIE.COMPLETE LINE I f. I ! 1 ( E EE \t 0 , i r t % I i S[.1 f , ,I ' I f r � rE , E F f 4'( T) : a I I 1 l f E I i i # P` f (rt l i 1 '1 if f ( c _ : _ r I k• E 4 1 t ~ \ f • I t, l'' 11 \ ` 11 J , \ v- m i , 9n,,A t5' E i F , 1 i PL A O 1DRAWN: 2%zc/zo;3 = COMPLETE HOME u 8UILDING FLAN CE� Q . �TER �` J . L CUSTOM HOMES•SPEC HOMES ,+ADD ,.Y. i iT7CNS REiCOELS 0 zs BAS C PLANS LIGHT COMMERGAL•DRAFtING sa41cEs RE` SEB: A c 1�935 UADiSaNST 425•353 G�1 c.d€R�1i, NA 98203 425.353:•8086FAx i TnE GOMPLESE.LINE o n C G7 .; rr, �9 tn_ Z z:.cn T,-o G-1 �-t!� -r� X:2 0 - 7, G t'Dr � z � ;u>1 r--z + > a =r = 1 :� O;n n � cr � o�<O n . -rv , N i� w aC-tr- cn' r� � c� cco o > Z_Lo -0>� r p _ >O: FJ: � - -ZN �:0 CM z ,' csm J Rl > > m 'r�*_� >.r-#* y -i O C, 0 Q (7) M M G)0 Z_r-Z VT s, a Z' Z Z"d;tA,_ j3 c a rn 'c, -� - -�r�rra � o �rn`��� o cns - vO D Zr �- C-- '57Qr �7 L? Cx< 0_ (7l Q. yN> o 9JR2 -I O > S G7 Z o' > Z r-W O= > c-� � -� _ n a :aZ}�r�ma:m� c� O � 1 r'1 DZ. -,�? r�* C) ZD =fAQ ^�_ �7 > � -� � _ � 0 � or�m a>znmtnr-Grn n W �� o=� .-� p rr,Z : zu' rTt c� 2cc�;c.z: m Z�� a � O r- o_ p � �' xr �r*1 ron > rn,r,r� V3 -7m0 Ott G7 1 _ s O 0 O ' zr�tx rat nor errs c'�rs - ym� ��� , m., � rnZ . G7 c �r�* >c 'o inza flZ_ � > - rn �D {,, t-] -}z Kb Z p : oaf a_ 3EO F7 n n o<� m o r$j a g r- D-0 _� . T rn c z_ m i.n� > Z -11 E7 to .. c s rat- -C M Z-1 G2 M m= Z -7 r >CI � (l1 m�' +',Z o z-c. ca>-+�j p-�a z al g CD. > o T ✓) - -t n Q O 1 Q7 2 J Z D �' -i > O V7G:_ Z �. --!r- m: SC2 4: m Z_{.r'1= z r� �< ,> U > > x c� z c o r,, r- n G� o TI *i o;cn > Z Z p r*�p t— �t -r. r- E r.s ,�z� - Q z .c m z � csz n cn ors �� Cn �_- o a < o — y - m0 �>� �m rnr-•� iv o:➢;ggCm -0 t?l > _ � 2oZz m . rr> m-i Lo - Z� >n}v a cr, > ;a:�. > D -rn ,,,, r*t -i C7 v.c A?+� gSS+�.: O O > -<Q r O > _Q O u7 rrt > > x > n Z z t z Z cn r*r rn Q; eTr 25 z: <: -E�o z _S F Z m M o v. - - _ r- c o a, o �'-Q`-r c '� r-rn�;>.t�T c�' c�{ --�{{ (I) k z cote i z �*r v �. .. -.�.� zt.r-.. O C N'; .7->.r �' d. Z: Q.OI:g Q --4> ! Z Z. '. o o c b> cn =� r - r D r, C cn,r�r r r= fTt rn D ,� *�r*i E!) IT1 c cn w` v t e �Z�.rn>: c� z -+ gym ' Q � _ , ��'a-,�a-Ce °m {f7 G7 -�`ccm �0,> �� Z pZ.� � t '1 d, O Iv >,Zm z' rn N o m ��C�- � fti > 0 -7rn �z — ate � C1'0 Z= G7 WO > I V7C }� --H(7> �a g -tn ez�m� � c-_3i z -�;0a Z :- -< f� rn --1< a cQ �m C mr rrt�'p> Qnom G7l� �' c� �7 s Mtn � � r�iQ -ro -rt �oZ rho - rn < �+� �r1 � c � - ]ter* to-aZ� n_[ V) rcn �y ��: G0 v rtl> = GO �00 '"_�' �0 >z_ .rgti,A; > ,i m m r W cn (- p a � o > > � r*rn �i - � � rT1 Fri rTj O c) - {� O S[2 o �mi as f� �� Z Ln n:m n. y'. C.•+.. r C77 r'-' >f'-. fT'1 --a -'- •� -> rTi-i:U .^-Z t O �. �. r� _,� � o� � �` o0o Szrr z � "�� y > �> cn`r'� �ag cnsTr � > �1 ca -aF z s�z�^'` -' ->Qx�_ z_o-< � z nzc o� maGt'i ar © n _� �;� � a ,T �rj 700 ?_ o-OlQrt _. r�rTTD Z v=. �`� �Q '� z ID _ ,i Z . _z n r nc � mQ Zm^C > � - I ,->Zo s:pZ S X !CD. 2r*r tern aa� °�zm mo . c � _' >,n Azo }- � Z Q 1Zz'✓� Zp� �m -mr" C �7z R' to p � gom'cn acr'�:om R, m� > _> oc � car m ��" -�: > � _ m pc rrU �; ��„ ZFo rQ, , ,_ ,Z o G)�v> g'iN-i�iF;' M -r.mz L� r*,a S� �. � d > CACD- ^ate a z > > Ivc� �o �' - - z, o Q �T,. rn�� oo cry r�}*t.�` �1 m G� `C TJ cn Z fT Q C - D O p r-� Y rr7 - c C .�J'C > '7 v) O �Z�a 0Z �pO �i (T' ri n - -.�� nc�� m Q cn p � > Ur'' � tTt O f1 CT1 rry.> n.C S �.G >.rn > 2.,^�'t O ,. M m'Tl �. =r-G7Z�..s:Clf. a moo oho �> C)mm it - j -- - - - _ IT1 rT7 b m m Vim} �: -pa -tea ;:.* 2 -zr oFm m gt 1 n # Q nZ fi I I �i -n 13� Ln co gyp. I W m W _ a �z s \a' z i ' NN r : 1 T v If ii i 1 i II I C , s, — —,` IN i ( -D f vl , 71 p jil 6 � � =} v+ - � v,✓,�1z'_ t=,�4T11�1� Q��� } I�>> I I I�I I U _ It I.N- 17 71 1if mmmm � 1 , f_ — t' : -vim_----__ !' ANC ,�✓, r ` I .J"� _ _ .� ``� I _v : 1 ILI" N f i I- , 1 � I I l A /JJ ^ 77 tM r I ieGl 0RA �:1-.z, 13 nc. COMPL€T E Y�HOME � BUILDING PLAN CENTER I � 8Y. � CL'STCM HOMES•SPEC HOMES•AC(}MONS•RajoOQS I u BASC PLANS-UGr1T CNMERCIAL.�ORA'RING SER' S R j RE41SEC: { ° 19i5 VAMSON ST 425 353.-0531 E`lE4E71 WA 98203 42 35-3 6 88FAX THE COMP,,ETE:LINE I 'tf7=,CMA j �a�c� mz -+ �c: D v GD;DO COIUi N � _ �� n�' 3zz>wM .,c�ccn 1��,, -� - o_.m.� o a -f r 1,x!, 1 ZT mQCDQ �'Zr--- n�" �' Zf �c� m:::E fl, �p�oom �I x X I X x 'co I X X I— ,I t7 ul '� -f rTT �i -i -{ cr Q. i T1 O �.D - car �, � rvjI � x m > � : � zoz j.�roOm:z'=� � D � ;u n C� a} p -p, 0-W 1 Cn lv Z F Z z r*r a >z n X- n > m p x x x Nf�;� � x � Zmp �Zus� � nzcZ i �rnva - --f;�^rn I'Z GtIC�' ��p,fCc i,UT�N G Z> �\. 0 �xg�`-o�cn,r�tz�mcn.r*s� -p p O�101 . t O'er? IC!) 4qa �X -Tt O O. r .•a r� C>C r•t:m' �{ D (# -ate QOaa tn.-z73 Da co no � ` : � _ z` >r�cC .00w';mao .��, ` - O ',d �I Z � DCD z ?� �rnrt -��ar`�*tIIQ� Z x S -, ry z �.—_tn a a m- E Ili ^� > �, �a--Ezrncnc.rfl �_�cn�A�. O D,3;D' _ z0 "� zi 3 I I (� z > � "% moo=��Do�z�COm_ icnM Z 5-O o l o R' 4 NJ I I _ s _ i - r i 01 l - tN I I # I i R� I '- C} I _ , _ 1 I { ! o F i p Ul i I - C.._ . I , i I Ll 1 1 R > �- ern- � IN — o, - co � 1 I N o= SG-O g-a I l Z? I O, 4„ 1 7r 0,� w 1 I - rl T DRAWN: �-_!- 13 _ o F G� F� c� `c COMPLETE HOME & BUILDING..PLAN CENTER Q� I BY: " CUSTOM HOMES •SPEC HOMES.ADDITIONS•REMODELS ' BASIC PLANS LIGHT COMMERCIAL•DRAFTING SERVICES R REVISED: • �� � ❑o f 9i'5 MADISON ST 425.353.053 EVERETT, WA 98203 425 353.6086 F'AX THE.COMPLETE.LiHE - - .. \ - - r�O fTl < > - N< � r � r Q > ,� ^1 �. rl T r U) m (D cn O ,� M COrnr � 11 IGl C 9 N ;� x iT n lit q7 � m z Cin �\ rn �� C: iiU i� T ram .. r7 n < C z Fq Z. -j CJ{J1 >- O � C/J --Iz ✓� t� < � z iu 'r r =iz FI N ✓—�-- - _ — i( f QFTI -C -G -� f i > I ,- v I X 1. I � � � >' (Z VV —r..: _ r — U7 , .77 _ I / 3 IP Z rn �: 17 TT 'L i K,s , , I , I I r ra i A / i FI J � � '• L.=, '� Z �C' _ ZS�S�` 7 � ';L+ C 3y � ?feTTE f � _ r , � � � � \ i � � it V) 77- 1 IT � -5o ::E ai rl Tl l` !N v � � � ' �� sus��+� ' `; 1 � � � 2 1 D co� �`� �•N I i n t it I ±t6 it j iol t i f C 1.g•A L_ oral i i r 1 _ ""c�. c r—_= — � i l .. ,. it Z'4 F IN WINN TER : 3 E v�t�1�;�1N. z-z t-I ,-. t,: � ;�C L��r{�. F:.. i ... 3 r,. !� . iOE BLi�fl1i�G. PLAN C� 4 ORA ST 425--3-..-C ZI J Nz.6 V � IH liotnQ� (oq (Fes-, ' :t{ IM ,,L.+ 1 tc1 , u F _ k NA, r I 1 , V n o I _ ul 41 I I 'LT o ; � 's ss U z (( IL t I , 3 i --- cn luCO LLJ cr LL _ 7 Op f O � p�� i � � is � L , k. Lh I i d <T 2t V ` , , ` ui ! = > l 1 , ij Li .J --�- :-� p rye N 1 i Pj k cry J zz n } - Ln U lL L_ O J Li LL < O (A � � �.� o t~ ! M �Li1 t✓ � � � � T > � � _q II II N i , 11� w � 4 � Lij � 0 � o L,, LLI Li 4 I I 1 j { � LL LJ Clf Uw � cn o wL. < > � cn r` c) a o~ LO cn �" j O\ II < G � � O h o Crjin � p I- � � 1 }zLLJ � � Z x'x x Q� ZrLr p -" OLLJ LO > Ocl) Z LL :zZU OOP - ::E z �-- o o > © LLj < �Z . �� -j �< � > z > M r-� Li- Om � - LJ -/' J � � � o � � mm �wo cn <:OLLJ � QLi � (nO > > LEI - ` "s W-6,LL J 1 _1 - O p J � J O > � < < � � o > <.E.< cnI- J s1U I O I- I- F- r7 Ll {ICLI Z2: I ane eomeus1e.u,ne ZZ°Z r < O-Z - r^DZI V) U) V) 0 > -Tl M o v r- DDD < a DDN m < _< � � z Z m <X G) (P ;u X Z o -i -�`m a w II u) ? C) � ) M M Cc: m om mCm'z <_cn � cn'� Dim CDZM Z � McD � < � < 0 � Z _K Joao ' � zZrn ;uo -� oz � t x x x Z CD� mU' ;:omr o N o (D z—V 11 0 T zZ�, cD �r O r zy,= ison - z zmm� U cnD�� mD �,. w o < on � Z � I ! ! 5� rnm5 z ( t II II IW Zom,,MZ -Hcn IT p TT Z Crt T D O K: CDD 3 0 � x t { ` sc,sS t jz 0S's � �� �'C � �� ��1,; c vim- TO Z � — Z Cst Z ; Z o -i J N Ian_ I t ?T- \ S c;S 5 0(Z Cal a tZ t-S,4 r-��'' I T Z:.Z • O V7 DQ — gym ! = L i� ^ - Q � mr � c� � v� i !- Z � m r 11 C ty , 14 rT 779 X -7 t r I- �'R} I ' 1/ , k t _ 1 Cj t �T\ * cn O V1 10 x v t � F t , ( i t 1 - - � t � iSSatZ ,c \_� BAK 11 1 gg Nod Zx = , �, ( o cn � { - it I tI I zo f : Ln oo \ _ t tl j '� 3C i � l U tt I !6> I o { :I {. �t.Zu lZly \\\� �.I. L�. lo✓_ LV ! I � I <Al !e , r-. { . t) - TfzUsS 77 COMR171 HOME BUILDING. PLAN CENTER 7,1 �STO �C�tEs .SPEC.HUES•Ai'}EUMONS,-RE COELS t E r oC1,s• GET ri4i 10 AiEt�£t.L•DfAlNG £'cS , L; I tR j REVISED r4'w:tF 4AUSOIN C" 4255, EVERE Tr"W,� 98203 �25-�5J'�808fi.EAx �\ \ O ® OO OO ® nac�^cam v cn cn�� n>a �� v�� mmc� mG�c� nc>wN cvci rnzQaooWDo morOF zD o20 --o '-N� cnz DGra--� rXvon �� ��moo�„vc: �v aw �,�W Zaz 1 0" 0 'a <r-;*�c� c< a z� �� cn G ��o m- " �mm NN� -0G.)C) moaam Opr zm �,� O�r� 0 -ic� I�TI�f$��CZ �Z z�Cr-^}� >�npra➢DmXCrn>�� O Dm c�Caj c� OXO �� ��n� o ff= �l �� _ IIN mr�o 0o ra- ��z � � (�n�(mi� �oM=M Wc� c� -� pmo 'n�-a \ G) N O \N -40 NOZ O `L 0O70n Z vC Z_ �7NO NN^ Z O O.z.. ! 1 �� �Z Z S O a Z z �-t� G+\D.ZOI (n r W.-i K x �:7 D� G7 Z 2-F-,.R, r-�. r--<�. ' /TV �o a - \'''�i N�� aQ`�rrTr G7 �� \c�11E o cno m� K rT No �o -cncnmmarmO� o �nz a= nib T O �N� ''O�rn>!- 3J m -0-+.: O Z➢ i m 00-_ \ r-I* .Z a D m� nmO -_\� tnc� m l M� m c -z� N Z=N� c�nO� o n1=70 r- / - \ m Z in D n a p0. O M 7 Z D^O �Z 'r�I m.D n n-.gyp �.`� �7 fir - O O N N F �+i I. a .00P =m Z r-- G7 i t c-) �-r X G) N O X G� O-O b --tt `J5'., < / Z rnr x �.. rno `.m Nm o� vmz C= m � -, zo= �a�� rz-*tnNi � pz Zaa� � rn �o ®a`� `zc�� z� � ���W Xo N Imo = > z�'-� '`r*'� � c> o Z�� M p m M-,, O"Dz O<c)a z Q M mDMpAlh rnD r*t � -O-f F";,zQ Ga'� : Ga7.v amZ D `O O<ri Z OCAis MZQ� Z z �G R O m rri r-r- c) �r a T nmv m�7 - cn- mpa mz M a arv� N �' zzDr ��c�'� i> rn z m SM . . o0 o�>-oQ� ;;-- rml-j, n z� �� o�000a� b'oovN+ Qati oNr m N Z tt)\-r'I z-r0 N m N/Z K ^...f' Z J E1 .-,- to D CA b 'U-0'O 'D _O Q z ZZ yy------r- n. rn(lY C7 G• 4)G CA D K r*�G:{-ri t 0 S °" O N N N N[I7 CON N N(n N N .-.. . M V)D lA\ (A< E C '7' 7 ''} Z r�Y. :T e- ,O n O 'Tl�7 m-TI N.N TI-n TI m rn-n C fTl. <N mom\ ND ZZ(vAzG(ay M� D C> o "C� '- v?� =Mn �l O� _ ZN r •\ m m m� Z m u -0 m Dzr r-oZ Z` X Z �� m N-zi a X r rt a.�.. m � C'r` r R. Z C7. r m2� - ZZ^ 7-. �p. ��:�,X,. zDL Cl OO.00 O O�Q �G7O rP T o aN >r. �c r �o a �o D ` J O f r �rnrn Z� C> mrD--Z o ,,^`.^. .:zN � N�N�C'OD �C�AN((nn (� ra-Crn _ mm.(zn. �" \m '` -r 5ncn oZoQ zv Sr�� fz c > omm�voai�trnm r �� �� --I C-)0 XczT � m o c � � o ,�,oz o-c� ��, O� r'lr D c rvn�� mom ' a=o� �' �� f c �m ono �n r��c - - - A...;..? a m 2 r O O ` .�\D O '�'` _.,>'rn N Vr C.77 N M O n� ono r .a nod(:o� 0000cwi, �o m�z v .� z D £: r^ , o� �= Z -O-0-0v p -0_0-c � �rn E n0G7 V! \c�m � T➢ �X uC YCA� MMM ��z US--n-n � CCD �,rCo . . O - _ . Nm O' �OraO OO =m Wv= r�* Zrn `- S Z C Z= Q.rfnrr.: -> r' Z M Z 7CrT,.ra- r��rQ Z mN-O-i .NCO [mom p LINE 0r 2(RUC7lJRf M maCOxp x rnM t =>x m 7< SO p Zn-r;ICOOr�* ze. avOX �m -m-0 > pN�rpz m zaMo> �a r- = ;Mo j� , C. 6' 4'-6' MIX `'�� �o 12 " ___ v � M L/ -�a�o* o� z�N�� z> i m �oa 70 3- k _ ^'c 0 om m- x / m yam \ av rn or� v `a � � / r-n "o ox� n5,. 14' MIN. NXo4 no c' 8' o� N� �• / i a z `\\ ao \ ry.' A =zZz ;q ova' \ _vim A z �rn �� A /�, z � � z MIN. � ' _� wX ooact rn a o r a ci o� x ��IV a / 1 Il �N ; a aoa Fo ,I , 70 Z 70 �lw s CD o Q\ 10 r-n0 m� *�O�c� c�X�w cry X ( �ZOa- D '�ara -.L;pz s �� O Om OI o cop-*i.-0OZ^'+ m5c zN o orb* c"n� �Zz - � z� c,�,, �oozi c�c�-v o nm=tea ��• k z. o I os, c, \ G�z m Nm r o > t-Nn�NG7T T X N� Q� zvey An x-+�m oz 4 zza' ora-zsR,rn W coo ; MIN. aa�^' D0 NO nDz� �rn a N QZ c n<C^� \ �"� (n�'� 02 rra� � �o ter' mom mmc>ra z =nG7 �oam cAm \ n= ��C N 4' 4;�.X.. z//� / ZZ �> D� � aA9�Z O p�Z cn Zm� �.� \ z� O ff. , o �'o r c➢ �=- r 18" MN, & 4-0' MAX, �8' MiN. \ .A Oa Z O n G') -O•I a =mm rn�oz a� >rnoo za ` Z N r-z Q Z o---t Z \O •-1 / / .. - I r O NOT -n C"> R.rrnTt t``� ,. pfrn*1 >n N z 'mil ID r rcn 'Z -rtZ rNN_ r�_pG+ r , m x ? c> 70 Z'`z rTt O G7 / Q :� a" O. \ - ran 00 � ( >. _, C-Z cn�Q rm m Ln�� �' �� v.°i Z�.--z-I a z N® 3v Z' o zc� N>z �� - m D om i �o `¢o ®' - ^ C) x mac ' m oM c nO R•r z oM C o ? O cn rn mZ1 a c� � R° �� � N� ', a � m� a N M `t\ r�T (n i I _� c> a7 \ p ` C ya r N (IjN o o m r y" -n D rTiO Cn ai? � ��--- c/Z'� z#�zo zn =r� c� � / �r rnU r ®�xicki QO Q \ N a rn _� - O r.,, ` r 1 f�OO > �% m � Ma Q p _, o n �o tom- c' a r�� D � rnc z� \ ra-� �D :N -ro�,, c3 =o�(Jo� F5 r O N r O Z r f D O co z 4ZS ��?`Szn Z 7rC� G3 ,\ r*i �7 D N pr C.m C Go rm o p r"1, e� -.: rr o a'\coin \C> /z (� z o c�N.(*I r--. r- 1 � i r2-) n < co 0 X/ c/) to ma'i w� >�oo�M� o 6 ` ` n mLnw z m / � � �� oZ �� N�N��oo -0� 1 — 8 ,. i ,c rn rn v X z Np N=a-,�;a -- o o corm �� -ram rn i 1' ae� A N� ae�C xc, mix m o, \o ® " z T�zmo 1 O M I ry Iv Noz�o p >r D. .,..i rm..-�.r m rn O .� -u O � Z x ,�. , � ', z n m I _. .x x - _ -N-I fr'1 C C'�m N •Zi m N "�D O. 0 3'cn O O j cry` , O -O7---< D .. v c�a-=D N z _...� fT1 O m: � O C-A'm N r`� \ a._*1. S - - .. C --1•--}� C7 rn .0.�r S m�:-i a "c� D f �� Z N 9 = `t O :m.. >C7 O Z D m Z tT* m �' D -< >< to .V co O I �'{ N \a �. ,^' `�_ rTt cD m Z>Ui -t7 :� IS `r m-ni:. •X D m a O c�'� r�a m z cn c� m m o r > m/q z� o �- M o i, �_. G� i.��X-rni0.0 �n .,''' 0�. TZ $� i ^.pNR,07 rmT't '3:. ,� -+ co(,7.. D.R'Z T �zNa tnr O �rn O -N r--t• � -oZ- -{ �.fN O 00 Z" a o a. rn .o v -a z r a m�z =n CD -- c - c�rnJ z M' � O-*7 M=rn O ; o �m o cir-zM1= _ I S=` �C N�o=-,z Om 5 Nvz NzO � o z az0! N -i �N zo �onmrvmn c�D „� Cam- �_ a m� � . N aX z o� o -- =oc� �� o =-onc m--1 �r = Z -+ �, m co C O a co \ -nn ` -�-� ^�-� gym' 'Cn z .-v l £c cz. r^�Z 0', o Dr~ c'D'4-n N< -„� ��rn pOSDOm 00> ZO (aN�o�0 �,� `D Z� Z z QIt,vQrNM oa Cr00 rGr G! m N x Ln �,+ ;`'t.. m O Z _��.r1l rn.e'�'C7 T O r' O - <(z-} O N ? N D Tl Co S : i m Q F; \\.. F�m�o ( oap�^ O m ! -+ MZro A r?r.io' • - �= Z Z r r00 r O D D v \ m VA n A Zm�O my \ U a o � Q vN cc 1 o am \ _ c \ ram M c � a SE/E"IELEVA110N . SEE EIElA11ONS NOo70 r,,wo o W�1 z I o a �,. M 12 \ //\ SEE ELEVATIONS ;, Z ro�+�;/ rn - N _ 1 BLO \v I ^ M - Mc> a � z �rz. �� -a I l J �I m r C J N G7 Z N �. N�. a O cp r*I " ' b �+ O r m zo �C ' N ®�v rn �rm*ra =x z� 4 g' z �° 12' `n <m c g r a m rn N f�rn\a r= /� C M= N`F /m o r n z LO tM a m z \ co s N, = O rn,•r m za �� �o�� < �� oo aX1` � i BA v /—� ��c aP n c _"{ �_�c r.�oaX �I' / oDz rn ten• o o�>mar� r� -oQy o� i a V J m� z x N r 6� ` r -r r / j a >c> �y< c oo N o m� z a n �r'?T czS N U5� "' \rn� N -� c�N m rn >;� �m oo omvcm �Qi�N m (JI r- rr, -� ra I.a ry z ` Zn rn a-Tl x a-o �� a�� r`' _ mP a coo^' caN�C m z c> r- c�v I moo �x -1 F �N N �a � T y �� z �z� rn a ar = A m� m maN m vrn z : x n+ � m ao �s ga soma o co o N� �� vom-- Zoe N� c'a� \ ��>- c� ao nN� N vJ �� C�Dr paz o'or� vci� / �rn�� N mom C� 9c, 1 �vori m;t V J C- r rnpp-i0 mz �m .ZT.�702 /. C7. =N ND mN�C ��O �O. N O N �J _ Flo ®Z coo -+o ; o� vN> v a' (� o N z \ -o Z TT a.Z7 o z m C7. N Cr!(A i i m w ��n N Z =m N m /� N r C rn cf) u�l z : �BTI o m V / z p �-- m z t�7 M. B z v Z m 6' 6' D O \ MCA N v i _ $ A z ;! c>\mac _ a z �• �. / rn� z II j w m ry N o N cn o z o m cn -� t� N � r� , fig can �o I' O � `S-rx x x Sr c� ga Qvr�*I No Z z q�„N� �rn\ a zr0 MIN. �X v a,� •l- <�rn c�r o N rn z m \N C�v a x z m O �7ro. o a o ,w cn-n -' �r�* rno ooz oa N N c� MNo Mo�=('SN m � Oa c)Mc0 Z� _� �Zp. -N 55 II `_ ccnN > )0M7 NO � � �✓� C �0 rn IN _.r O I G) < O' - _a --r Z Z r S D� Om aN -+ �r�� �Ut N O r z /// 2a/-iNm m O m_ .D C7 �Z m.L(?��n`.?.N N -N-+'O CO�S� >�� C� So qnZ �O .,.,. , 1� Z O �. .. .'09Zm O�➢ /.3''"I. r�, a M m z; : z =O; "' .�7 0-r r�� r'' �7 c� 0 orn r�* ®-r ➢� n Oa, z 0� v p v o., � rs( 0,••-4 r M o 00 ^ r�* a N:t—(7) � f roc�0 zaFi a a cA c z m om O-0 C o � \ N � < ro' s+ �� ��� �n�1 a0 � az"0.,.�Z DAD ir�.�N� w..l \ �m� �.. �CC� -�� Oip Nm .. m C O a a .� }�I �m o O O �, N lJ Nzrn o� v = N v a ro c� a rn�r c� G� ram`' a a gym - 1 rnm rnc� vo �\ cnr, z a n yam a > -rho N = m o 2rn y = -N z O F O�..n-n- z m m C7 M. v �..J S :<' r r n 1,,m m z O n v n J S 0 (n In a rn g a �. _rn�� /moo Nm _ t�jpD. �= pz� ���m � m �'® m^;O TmI, � rDr�rZ v 1 _z j •s v N m y�'fn r.�r Z7 > N a> m s aov!" m Dr_1+ _ o Zm Z�T �r � N o �77 z\ 7-1 r�i 1�1 c G n 2XC RAMBLER CRAWL FN 1 DRAWN: o o°o COMPLETE HOME & BUILDING PLAN CENTER D F CUSTOM HOMES•SPEC HOMES•ADDITIONS•REMODELS 1RC 2009 0 BY: JD ' DP e6 lzm BASIC PLANS•LIGHT COMMERCIAL•DRAFTING SERVICES COPYRIGHT © 2010 - ALL RIGHTS RESERVED R REVISED: 07/01/2010 0 .coM on 1915 MADISON ST _425.353.0531` DESIGN LINES, INC. EVERETT, WASHINGTON EVERETT, WA 98203 425.353-6086 FAX 9160-Z9Z-9Z-V Xdd 26Z0-62£-SZ 6 3NOHd L O V i V 1 ` I �i 0 �J ( V I V o 0 irLLE-LOZ86 bM `}}aJan3 v 3AV �137 3d3x008 Z02Z N 1 S H 18 g o XX92 z sa olooss u�isa pan Ana I I I I i o ` C d as I I I I I o Nd� d L09 o w — coo Z � Q w - U N Q W Q, m. 0 � < � m � QWO _ � w J � z o w QQ LCf) (n z J > z w w a- 0 00 � w � � z m LLJ � mm ~ � 0 z z L.,J w LLIw O Ogp p F- C) xJ Z0 w00 wZz (- UOpwp = O 0 ?- � � D U � Wm U 0 Q U � m x = U 2cnO � Q ~ p z U o � � —' � V) v N DN (fj Ww � U Q W QZ U � DLii w J w F- Jp 0 < 0 :2 < Q � 0 LL U Q w �� w �. W W m F- N J Z z w - � � J w m W p �- (- � p (n = m F- m (n m -� 0 � QQ QQ � W � wQ F- Qw J w V) Q > JUw o (n x z � = wUo = Q � ^ z w� VQ � = wm w m � Q 0 v [� 00J � � wO; JCn �Cf) WmOmQ _ � p p CD w m � J � w U � Z � � I v ry Q °� Qww � � � � _ n ~ w wz v w v m � z o FLL- w- W © X W wm UZ J (� OQfw- _� � Ln w J W w (/) J ZO w( Y � � Q Q Q Li Q © Nf- _ Ir wQm (- O � w ,� 0 Q � [� z (- U O i= wJO z o J m Q w► W 0 � m U Z x S N > Q Z Q U J'= m F- (-- \J W m p WLLJ> z -Wm W mz Qom m (w > J 1- - � 0LLJ >- ~ z Q'(n op o _ (n w o (ten 1- w W � Z � 0 QOQmm JQ >- o c0 .-: J p _Q Z = w W V) W F- - 0 U i cJ� < LJ z 0 � U \ J � 0 = � Li � - Q _m (= o m, oO O wm z N � � m p J � W � Q C� Z �n O _ >' JU O JQZ � � pW w N O � Lw w (w �- V) N of m Z J W 0 0 JJ Q z D' Q W J � V W m-Z O w z U W Z 0 (n V) � UW _ J = Z S Up - J C1 0 _ p W Z Q w Q ~ W U U v� � QLIw Q � cQV) wzm U m O LLJ W O mz0 a- > w C� wU = w _ z \ wp zp � z � mQClim Q � � O p F- � U J m zmQ (-- � 0m J Q � w O � mw z (n w - U z J J D - x0 = Q z - zk QLLJ � LL) Q 0 p - � W � S LL1 J Q _N < U NC� Q w � CDOV) � p z N m � m OV) Z U Q QSOF_ Op,J z mz cr— JZ = p O 0 r- (n - p ~ ~ QQ > - 0LLJ -( Q � w J`J � J N I J >- w J Q✓ Z O (n Cl)~ w z p W � p : F- O � ' O � = WO � m 0zz JQ p � Q QE= Q O= Li `t < x Q m 0 V) Li < LLJ wm w � Q Of � z � Qm w � wz w U = Q w LXL( • - w = F- wpm -1 � w cnQ m � J - Q _ � V) Q z - � o ,p z (n- p � w z z Z ,JmEn m 00 _ w - QZ -( > mp � m' � Z Q p > zQwo zQ m � � � C� w - Qw wQQ m � Q Z w( w O cnw00 w O F- Y w m Z >- m 0 V) m CU 0 U z m O C� U - Z _ �- ZU � � = p _ - 0 � � 0 (� Q1- z Q z \ p � WOE (n � OwQ � = U cn Om � - UO z O p a- =� Qz Z z I=- z C) r � � � _, 0 zQ pwQ Cf)m Q Q Q w0 Lij m `p �- w 0 jai O - LLJ p � � F- zWmcnCR ~ z ca Q J (=-_� C:) E � U zQ m z O (n (� J U (n m U Of Q ZF- m m J 0 � wm oW V) w zU 0 Q _ wo � Q w = (n0 - 0 (n � w @ 0 Qo1L Z0 :ELLJw0 � � Qo C2 w pc� Wpm C� 0 CO m (nz = F_ JUjz (� I-- Z � 1- 0 J � QwE J UJ 0- L 0 (1 W WZ_ •� Q Z_ (n W O ►- pQ > Q � p -o Q V) Qw m � Q U ^ JO m U v) m ~ U z (= z = wUO W w oo -� • zpw � w z x � p Q QQ o � w w( (� (.Dn - z0 Z0w J � m w p (� wz Z O � F- JO w = x z ^ Fp O (n � O � LLiZ z4 wp ZMQ < O -�-1 � > Q Uz SQ w Q S (ZQ (n = U x Z p Q � z � v } ten- w 1-- Yz m �- w O - � zz_ � zm Li z � � = (_ w � rf- o w QQ � � w( � (� 0 z UO LJ x z - (L( Q � F- - z w( -( mQ O (n F' Q QF- wf Z o U 0 �� OJ : vmQ = � � ► z Q C) o ►— ww = Q � � U Q o w � CO < (� 0Q O J z � _ W z JW p � z (/') O zw( � wm p.N O Q (nO � z p Q JQ � oQ'WF�- ~ � oO F- xU mUn O QF- � " Q JpZ xwS zvw z � ~ Q0 (- JU wz - S Q pQ Z � � wwQ � �- J Q 0 0 J J L,� cnQ Z p z D _ OUV) 0- C.3 � -� _� z Uzi _ LJ Q J LUN LL_p O Qw ZF- LL = Q w (� u, Z � 0Qc� wv w _ -1Un � ww( c� - � r-) V) = cn z ¢ 0 (n � z � � m = ( _= QJQ 'n F- 7D LLJ - JWz _L�J - Q, p z (L( w � Jzw � w Q � OQ z V w J � x � � � (=- �` wz �. p5 ,� = OS W O J I (n : 0, vz � - � J mm r 0� � O wz �- -� C� Z Q p Q pU Q � pJ QwowQ pp0 c~n ~O 0 � zF- mz Q � UmF- w Q Cam OQ Z wiw( o zp � z F-- � w Q 0z = � O0 ` = z w = 0 LLJ w Q (n _ z � o � 0 � � v Q0 _ ~ � � m ooF- Y p (n � � w a Q J � _ ►- _ J J wQ V) ry Q � JW = Q W 7-LLJ � V) p I 0Q Z ~ Q = z _ U -J (0 :2i -� ~ � = OQ QF- Q V) Wp u - (-) 0WQF- w = W Q p �U) U Q D Z Qwm - Q E0, � -W O . = z W I QZ = J (r = w . = J p xQ O t :D 00 p = U) fz N (n < n � nLL0 m � Q t- Cr) m <m = Ln ( N w co U co � � mU 0) (n cn fl w Q � o w w Z m` L� ~ U w' > = >- p � U p W, � 0 oQ w - z < � J � Qz LLJ <:2 Q apQ w zwQ � � - Of wJ =_m ~ (nU Qw J = m _ z mw aw ZmwU -BOO 0 � � J 0 w wJw �- � hzw � Qp U J ~ C) 0 � m U LLJQ � = O U (7— :E 0 >- D Q zC� J lJ � � S O W ICU mZ Z Q W � f- ZF- � I zt O = U - p � � Li pZ Ups � Q Q � pF- 0 W F- m - _ = UQQ U O ` (n a- mz U} O' < (-'-( m J Q m i ,,_ w z � z � - -.' Q cn � — oQ � Qw vU z m � 0 - 0 � oQzm Q wJ � F- w w - w - JU E� 5: � O >- p 0 mQU Op Q p = � 0 � U _ O z Qz O w � Z _ WW Jai=- Jz OQ zF- U (-- � w � Dp LLJ LJz ►- m � Q - Li - = Z O JZ Jp J U wWO r � � 0_ pW'mQmW Q -( W S Q (n -� 0 m -� Z .75 � LJ � U 0 (n _m O Q Q Z,W O w Q F- Q z F- Z Q p f-- (n V) � Q,p w F- O o :z C - J -1 w o to z Q w cn �' z z S O S (!> U J z O w p J O _ (!) Q � W Z w( �1ww m � _ 3: cn p __j Qm L1z `` O z (n � W J LLJ JSLiJ (j) J (� w > 0 m � Qz (n >- � J = � J � cn w m QO Q —( m O � p O ,- (— Q w Q F- m Q J _ � z � wmQQ m - i cnJw cn _ D < z � cn - o cn � Q - = w Qp -i 0 0 OJQ � m � J U a- Z Q (n pF- (rQ � pm Q z zQ - m < _' p =1 F- V)m � mF- O � 0z m mw �`" Qp w UF- w wU w p SSW J z LL O z m \ v) i = WJ 0Q Uw ZJLwm Dp � J_Z � oFnw > zZpwZ = ED 0 m - � NJQ (� Ucn _, S J 2 O ( Opm o0o wQ � m = m � mJUO p 0 QO QY J LLJ ZC) - F- z :2- m cn J O �� m v) Q F- Q r, � z Q � cn U � O w >- - U Z S Q wU Q � N W (nz0 = : :2 QQ w p � Wz = QZZ` Uzi S = (rw'F- O � � of=-- >-. - p w( } J JW - (n 00 Q w W wpm LLp zZ F- m � � TQF- OQm (n J , (n0 : V) WU � �- Um Z (YW � mQ Jwz N Z -1 � p � � v � m JZ � LL O cn J - _Z �. J � � - 0 �-( F- � J , � � J J � z m00 p Q � OOw � Ln V zw mQ Ow QU ZJ w ~ p m Q mQ oF- tr QmQmm � mu< X {t O Q J � - m = O � W UF- wiF- W Q � - D- (n ^x cn SZF- � = Q L- QOQS }- D m (nW (nw � Qmr- �' V) (n � � = JpW - -C/-) ) C)0 ry F-- C) � O O � - J � 4 OZ Zp U Wm p > � (n � 0 z x coF- L�Jz Q L m J = _ = W - O F- Q zLLUz J w mm _ to (n � Q J - w (� o -( m F- F- `Ct= w( � w � U 0 � < w J Y zOVQOw (n UZZ C1 zQ J J J ~ � Q ` (jW.~ wQQ F- fl WO {=- (r ~ j = W U `Qpm il ZYQ7O � orf JQ < U W � U � 0 m Cn � z O `?' Cf) ( p � � v - (- (- Q p � w > wz zJ z - UVQ � C� LL.V) F Q = w D w( 0 W W 0Cl) L i- w( F- (>` X LL IL F- W (n S p pZm pm _ F- OJ o Q ,: e �� W Q > zO Q f Q C� � QQ � QO � Q � OQSw zO c W (np (~n � jw > Q > � ::D F- oZ (n F-- - pw -- 0op �- to � � ZU wOUi Of WF- w C� V U'zUm � _ F- p U _ 0 w 0 � � 00 J n o � p J Q p wU w z Z wU Q p U = (n > w Z W 0 W F- Q J 0 � J U J Q Li m0 0 w (n - F-- - 0- - w O LJ JO (KF- - Jm 0 O JJ ZQ - W OU � Z � pW � = O F- (.0 J Z U f- U Q � - F- m UZ Z JIL � F- W > UQQ JQm = S SmJJz � Q JQ � � U_ U zF- n 0 a- QQ a- C-) _m JQ J Q � < .JZ = w( C1 S � � Q � QZ pZLLOQU QSm � {,} � 0Q_QQH 0 - W 5F- m Qmw Omz WU z 0Q00 Omo0 '- mw pQW = O OQm QW (nm w OSSZ - wm - wm >- m ZQW 0 =0 Q0 < r- mJF- m m 1 to Lr] U 'SF- Of 0) m (Z U O U NU (nmz -1m n 0 < -tIr InUUUnw (.6C) < 00cn r- F- (n w 0m 0 F- OSJJw L- p N J pF- z 0 (-- - z Q Ow NLJ3�: F CD p OZ Q � � z Q p O � (- Q Z Q 0_ Z ^ ; a � F- 0 � � -,m (Y a o mo W 0�' Zm Q w z Q L,J^ z (n z 0 p W z O Q0 J Oz Z � Q � a p U O w QI � O z 0 0 0 W 0 � =O Q C V) 0 ^i�Q � p QL- n p U") = z J � - Q � W (1' ~ NJ � O Z Z � Q V) � � � � W Z °0F_ w Q � < LLI w0 : LiJ z Z0 w Q o 0 F- J � I mm L.Lim0 I (n \ m � NmQ � m 0p0z (- wmm F- Z C� W Ln ,� X _O pLLJ _ LLI 0 � LZiJLQ.. < Lei Z J z 00 W wF=- � JCDmU LL W \� .=J Q LLJ� 0O U Qp � U 0 Utz m J U � � U w Up = 0w( Q = (no O � z (n � (-- z � N Z w O J 0 °-a U a= ;� p w �- cn U Q � w Uy p _ (- ry � 00 w Lw Ld F- �J \ O Z _F-- < Z p U p W W (w Li m Q (n Q of � p J m O Q' '� m 00 W C) z Ln ') < 0 _ Lli U U w O � m w W zm � Jw � � wom zUiJ = 00 p � � Z J N Ln U OU (J J Q ,� Q U - O I w -iU S Qw0 wp wp U - Zwi W r WU F- OW 0 OWE __1Z z (nZ >- z 0L.,_. 0 = w mw � p 0 U OO Q >- c a- W D w w U O F p Q w _ Q m - (n p ~ F- J F- F- Z 0 J O (n m p F- Q .: L' wn, p Q wm cn F- m m Qmw S m F- � F- Q � wcn w m 0Q a- Q O iL � � U) U zQ +� � p wOm z C� UO Z < z Qo w w UpU (n J Q (nF- Q Q z0 zw � � > � Zm2 � Q as J Q ( Qw UCH = qQ z � O O Uw Cn - wO W QO wLLJ Z Q zJ - O -J QF-- U w( J N O OW LL w ww V) QCD _ Ua m m ww S O Z Q - UJU = tLJ Z N o a °' � n z (- � GO z F- �- CL z - m w U F- = Q � w Q � - Z J Q Q F- � p � z I � o pOm � m - J- Jzm F- � m (� 0 d- � tLJ0mo cnQ < � F- 0 � ww w CCU mom � mm � cnvOoJQQ Q }- ZF- F � Q � zp � zw0 O ~ (� `n F- Z Cl)m z (nOv� m � w � � mw � � >- w � JOcC > > Qm wJ QQ O I z Qp � Q � �- Z U � r QNa- Lyw LLIm � (n W (n Q W U � D ~ mz QmW' 0 (/) = m 0 � Q � _ � Dp U z Q (n Ln - z O C� J V) J p W V) � J X O Q� Z'J F- (1) m J z 0 0 (r W Q Q mzm wocz - U w (nm m - w � O J w( (nQ F- Of Oo .. pw O o w (/7 � x �- Qao Q Q Q UyJ � (nQ � � - � w � 0 m Q z po ww w - � Caw wQp OQo m Q W � � w ZC✓ m U � J U Jz U z >- LL � ZQwF- 0 Qw LLwN }- F- ow _ wm � � L� O F- J X o J J F- U F- - Q 0 _l Q U p U Op W � O F \ Z z m F- F- (D z w (n Z z 0Q 00 0U II � J � U - (n � U CDC J -Z - Z OQO ww D i x - pw - Z � JO J W -( Q - pip wa 0 - � W o (n - (n Q - � (n � O O N w � � UU CIO W W � � - U UCH � - mQ U U w � � OoJ � � � QzmZ NF- n V) Li F- Li0wQmwwwzm � QW (nm m0 (r - mzwz - z (rv) 0 F- � z Q Qw � pz0 ►-- mow I I < 3: Q - ww O O Qw QQ o o w( Zm � Y — Q (I) V) cn m6omw cp V) F- Q (�- QQw V) a- w � F— c� zwS —( D0 w > Ow J z z = LLJ � . _ . oQ rz mJm J ~- � n � ww = F— Z MN L� 0J � pLL (n (n`F- � � N rid LO (D NCB r'� 1) LnOYn � 00 � � J LL CDcL NmWm m pmc 0D Q 9 L60—ZSZ—SZ-b :X`d3 26ZO-622-9Z* :3NOHd g 6 V / V� ` N O `J I V I CJ V co 00 -VLLC-LOZ86 VM `}}aJan3 U - roo �... and 2i331333x002l Z08Z s, o Q m IN iS Hi29 XX92 -u zM. sa;aiaossy ubisaQ jpjn;anj;S III Nd�d LOg m -0 � a� Z z � _ Q ry cob aD d 0 0 ry z o z o L`_ W LLI J J W n Q Q Lijo Z p Q J z a� Q pJ 0 V) \ � - 4 z Qom \ o o � < a w � W cn o LLJ LLJ D LLJ W _ U W � Otn � Qw Q DZ . . . z V) o �i O w z _ Q o � '� 0 �_ z Q \ � 0 pw w Q p �-- _ ww wLLJ 0 � w WD za = o 0Q v F- pw 0 w f— m � o z oo Q w QO o w _ X w O � z w O o � U W z Q w W u) W � = F w a Q w z m —� oc) ,� N o � ,-- 0 Z cf) LL, C> — ,� Z W Q � � m � F-- � 0 W U? � � � p � _ wZ � O � � LLJ p � Z z Q � Q � � D oQ m w Q z O o L w �- z m v v o w c� N � .� Q O O — O cn Jz 0 v) p _ _ U LLJ J Zry 0 x cn O o = Q ,� N � J� oa o N QUom _ p ~ Z N N t,_ Q m O O of 0 Z O U w "D U � z Z m � m � u) � z � � � Q O � Qz p O\ w � o V) � 0 Q wwU.o m o O F- _ 0 � � � � z �wQ ¢ > w � Y � U LL- _ —1-zz Q_ mZ= �- z to UWU Q O N m o LLJ o a � LJ � wwz0 � Um � � Jw ryw > a- > wUm Q --� W 0 L- w w m Q—� F- m U � p O w Z 0 z - z w 0 �- z z z ¢ O �pcx U CD w � w 0 w - w ; W U pdx- QQ � � U p Oz%J z iY - z � JQii ._J W W LLJ p 0 z w J zo CD s U oww 0 _ � J Z J '� � � - Q' - � ���� �U Q � z U \ ZOf- Z D ' W U Q -� J �` — Q V) OQ Q �� w z Z Z < � � -J � Y W � Q � �,L_ � ° ° ° ° ° ° ° o v) w z Ucf) 0 LLI ' 0 � 0 z �t- �ry QC-D v t4 mz oww o p ., zz fo o '25 X m Z Q z z ,Q LLI ww 0 2 w Q cn �cn ¢ Z = � Z ~ wQ J O � � Cnp ,. a - `- I Li ry LLJ V) o = ~ Q 0 i = � �' � w a- � �w - � ww w p 0 - U � C O �w cn CJm m � Zww x V) p w \� � Z LL- WQ C� J WuQ � O OwQ ' ' �� , a �' � cn Q � C� V � m►- m 0 LiQOO . R JZ � w o J -- w J' IL m �� JY w w JY Z p � O Q cn � � � � oJzp = O Z U owU Zp Q 'NJ QQ F-0 < p � Q — z -L Jam = Z � � Z � � -z tnw - LLJ z n- V)w o o wp vOf Of CD CD LLJ ' ° _ WW - C1 J � � p = = QW _J (-C) W Cf) J W Q W J (/) :' t93; � z < p w � = a- 00 U J ww � � W W '.v . z _Q w ono ,�, ,_,i Jo °° LL1 .�. . Q z w w � W Q < a_ m Qm o z W . ; ' p z0 n c U J m W `•. ,9. ,. w z J O p � J0 Zw W J CO p Oz � z � Q 1 Q �- 0 QwZ m wwp _ . . w zQW = zv o, � Q wo � � Omw z p ' ° -Q wom 0 � Z I-- z � U LLJ J Q JLLJ W — W O Q �, 0- _pYU O W U � ^� : � W � Z � �-1- O a �[ n wU J Z OQ-.� � Z � � Z � 070 � U � zLLj -L = per 0p w w Q Q ^© � aC � Q V) _J C� z � Z J z � wm o J LLJ m Q Cr-' wm w = o c�nwQm � v OZQ : Q U O c = 0 = p w -moo = mp Z � U p00n p cnw � w = cn n LLJ cn � ( cn 0o w © O OO �- Q J y a Q 9[60-Z9Z-9Z•b :Xb'A F6Z0-62C-9Ztr :3NOE•{d � N96 VM `ii] �J]n -� bLL�—LOZ86 dM `}4a-Ian3 v \ b 2i3�13�31i002i Z08Z n .. U Q m a sad mossy ubisaQ Haan ana;S 1 I I I I 71aO V� ] � NOSIA7V � � ( ( f I o f o O i 1 l i Z c` c' y U W O a Z N (n ^ W _ m Q Z O Q z O M 0 -� m _ _0 z Q O W _ ~ Q -� w `X J z D : - � _ _ ~ Cl- W Z O Z = o Q H z F-- . ED O w � r•-O Q O C� z � mU cn X O J � w� = w _ n � � O w zQ w cn Q Q 0 0 � � < z U _ 3 5:5 w Q a I- c� z � F-- LLJ Lil QQ � ^�Q Q °_ = F- Qz Z _ Q QQ � CD J wW _ CY W � � wQ a_ -1Qoz D Z = = v wx CO w Z -j � � z za O = _, o � W cncn cn-mcv mI o w — o- z QU Z = Q n N Q Q z � � 0 W OJJC:� ~� J r� w z W n J I 2 0 -I _j < Q z 1 O 0 O W � I- Wf i YwcofO _ � � �. Z7 U QZ U \ LLJ� J QW �� i i Qom{- LfQw W. o 1 OO � \ U Q O Q who �, ��. wm = = cr) C) 0 � F- _ _ c Y m N O W z X w = �� `•� `•� i i m - V) CL � _ < O C) x � O ¢ W NmU '� i i > Q ~ LO d J d —� � JW `� ZC� © Q m rLLJy Ua Q o Cl� = O w C� u Qw Oz aoLL. W Q Q _ � z v rK o Qw LLJ� II�11� z � 'l' _ = w o m � z � � 1{11111-� Q %�,%yLLJ � Q • ' -QQ z o A _ � Q III=111: woo 0-LLJ 0U w of 0 m m n �° z � �,o m O � o Uo Fn Q w [� z -u C � 00 x m —1 ° 0 4 m W m W Q/ 00 m m Q N m � w vo X �LL- _ — LLI 21-11, III-11 �$ Q > O o 0 W m o N LoQ J _ m z C° �- Q < (� cv 0- 0 L.il ww w Uw O � {- �- ►- F Cr) z -{ z I- - U O w Q QD J Q � W > p zQ- a' v _ Qn QU � � —� J J W U U z J F--- —1 � CD W Qp J � O CO w ---i co � a moo JLLJ WQ [] 0 pp J � O F L.L LWZQ- o LJ © Q ¢ o : oz � J , Q 0 w n- J w � Q ~ 3 Q cn Q �-j � 0- LLJ� � z W � � \ _ Q Q m Q e z � � m w � w � "' nJ _ = v Q LLJ n � U � � N In CDY � m � m wz � Cl) o -' _ w w Q �- m cn cn Q z u {-- w J � o O Q O 0 U _ � U OfJ) F— W < 0 p- < LL � c) C w w o � LLw W r') (n Q z f I i- �-- 0 z - d- h- W —1 I Q m m Q p ct) © W w x 111-1 U Q m O v w Q z >-cn w 111= �' Ii- � � � w rDz ton = z � {111111f: z ICI_ JN_QQ BOO — z I1=1iW o QU., t 0 > Q 11=I I 'x ai -11 - f=11I- � . 77 —ME 14� mw - cr— � III� Q Ow W W ^ LEI Ww mWz - �- Z > � F-- I.- f- (n Z J C' y- U W z oC � U^ n- w - O S --� < `'C 0 00 �- O L� o g n_ C z O U -� C3J WJ � � � 0 � U � � � Q � QO Q --{ m Jw_U = -j a0 � Ozj m � � � LL p zf~- L " -� � � � ULLl J UFO N � o � o = ao w Q F— > J m � m U wow ¢ � Q Qo m o � a2z w © m BCD O � mw �(� -W LL W f� Qcn \ 0 � > V 1 0 J � -J-{ W z ryZ � J LLU �` — J F-- Q m _ _J (� O (' CLi ¢ w LU � _N In z Q W cn = a_ d- w W N a � cv U M __I