Loading...
HomeMy WebLinkAbout3512 188th St Ne_BLD84_2026 U z o � 00 0 `� cn U 0 o � x O C � � U ® w a O N O U wU 1.4H WU4 wo o p w ® A z zu o z o b O N z u z x W P4 4 z � Z ~ p ado w w q C.r, O cn z N o > N z � 00 O L C31N 3 CF) ° O ° o � zr. w CITY OF ARLINGTON 238 N. OLYMPIC AVE-ARLINGTON,WA. 98223 do PHONE: (360)403-3551 SIDE SEWER/WATER METER Address:3512 188th St Ne Permit#: 74 Plat Name: Lot#: I Parcel#: 31052100200400 OWNER APPLICANT Name: Steve Younger Name: [Applicant Name] Address:426 N Olympic Avenue Address:426 N Olympic Avenue City,State Zip:Arlington,WA 98223 City, State Zip:Arlington, WA 98223 Phone:425-422-3405 Phone:425-422-3405 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. r/Authoriz Agent ate Date PD I 44L - I Billing Address Phone Number PERMIT FEES Date Name Description Fee Amount 1 ,�, � . 1 8/28/2al3 RC S Grandview 00-1 389.04.04.06 $837.77 '8/28/2013 Sewer Connection Fee 379.00.04.06 $8,400.00 8/28/2013 Side Sewer Inspection-New 343.50.02.00 $180.00 8/28/2013 Water Connection Fee 379.00.04.05 $4,300.00 8/28/2013 Water Meter Fee 343.80.00.00 $720.00 Total Due: $14,437.77 Total Payment: $14,437.77 Balance Due: $0.00 i Aubk CITY OF ARLINGTON 238 N. OLYMPIC AVE - ARLINGTON, WA. 98223 PHONE; (360)403-3551 BUILDING PERMIT Address:3512 188th Street NE Permit#:84 Parcel#:31052100200400 Valuation:J$-1 I 000) OWNER APPLICANT CONTRACTOR Name:Steve Younger Name:Steve Younger Name:Pacifica General,LLC/Bud Phinney 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 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: 1 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 City f Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 5— 3- 1'3 Ao-�� S111.3 Signature Print Name Date RcleasqdBy 97ate 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 Design Lines,Inc. 1 (425)353-0531 BeamChek v2011 licensed to:Design Lines, Inc. Reg#2308-64256 Pacifica General garage door header /F 0LA-Rif Prepared by: DT Date:2219/13 Selection 13-1/8x 12 GLB 24F-V4 DF/DF Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.7 inz R2=2.7 ir? (1.5)DL Defl= 0:20 in Recom Camber-0:30:in Data Beam Span 16.2 It Reaction 1 LL 121:5# Reaction 2 LL 1215# Beam Wt per ft 9.11 # :Reaction.1 TL 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 Defl L/401 LL Max.Defl L/360 LL Actual Defl L/.678 Attributes Section in' Shear On') 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 1.8 650 Adjustments Cv Volume 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 150 Uniform TL 210 =A APR 2 5 2013 GO A Engineering Dept. C)ub-�� Design Lines,Inc. (425)353-0531 BeamChek v2011 licensed to:Design Lines, Inc. Reg#2308-64256 Pacifica General garage door hdr/dutch hip Prepared by: DT Date: 2/19/13 Selection f 4x 12 DF-L#2 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=2.1 iri2 R2=2.1 inz (1.5)DL Deft= 0.21 in Data Beam Span 16.2 ft Reaction 1 LL 810# Reaction 2 LL 810# Beam Wt per ft 9.57# Reaction 1 TL 1293# Reaction 2 TL 1293# Bm Wt Included 155# Maximum V 1293# Max Moment 5235 W Max V(Reduced) 1143# TL Max Defl L/240 TL Actual Defl L/441 LL Max Defl L/360 LL Actual Defl L/836 Attributes Section in' Shear(in 2) 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 Adjusted Values 1139 207 1.6 625 Adiustments CF Size Factor 1.100 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 i 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/"tf'r*°trrGA1 HIY 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 in' R2=1.7 in' (1.5)DL Defl= 0.13 in Data Beam Span 10.0 ft Reaction 1 LL 750# Reaction 2 LL 750# Beam Wt per ft 6.17# Reaction 1 TL 1081 # Reaction 2 TL 1081 # Bm Wt Included 62# Maximum V 1081 # Max Moment 2702 W 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 in' 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 Adiusted 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 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL: 150 Uniform TL:210 =A _l Design Lines,Inc. (425)353-0531 BeamChek v2011 licensed to:Design Lines, Inc. Reg#2308-64256 Pacifica General porch beam/dutch hip Prepared by: DT Date: 2119/13 Selection 6x 8 DF-L#1 Lu=0.0 Ft Conditions NDS 2005 Min Bearing Area R1=3.7 inz R2=3.7 fry (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 W Max V(Reduced) 1955# TL Max Defl L 1240 TL Actual Defl L/496 LL Max Defl L/360 LL Actual Defl L/812 Attributes Section in' Shear(in') 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 I (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 �4 � . � �.� lZ� ��. oa� Iz9�------------------ llo of a S (-4 o t) S E R 1=F S Z�I Z° N o, q LL Ze D a s ►TF PLC►-� d 01 G 4�aGe °� to 6 �i o FAC 1 FI CP, C-E Q L CZ�L. P°ttcN AI o� y a M r - 4z-S- 3 48 - t S ZZ_ 0 of 7t�' 5^ oa Q _ I LOT ( lVr L S P 35 x 10S rN sT, Nr-- ,�1ZL1NGToa,vJA d al 3 IoSZ 1.10 51roltlFlC -T2LE5 czuu i--,Ou — — —  oo (ZS,B D2�1t�1S T'O ttili l►_72Fti-rloa 25, tit c-4 s1 35t1U FL,Tiz, flE� tK Gv iz o► i3 U I LD)IJ C� I�UG 1�T� l�� t)S L- �7�5T� Qi2lV G p p Pzoµ G/1TG� L.OT S (,/Goo SQ.F-T i3PjT� Si. IQ F - QUILL IUC� SIZf�l z)Z09 SQ, RECEIVED APR 25 2013 COA Engineering Dept. Ub - 1�4 • Z 67 Permit Information _ Date 4/29/2013 - - - Permit Number 84 _ Project Name Ivel Short Plat - Permit Type BLD Site Address 3512 188th Street NE Description Residential Project Cost 200000.00 - - ~ Square Feet 1601 - - - Status Applied — 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 3512 188th Street NE Arlington,WA 98223 425-422-3405 Contractors ContractorName Primary Phone ` Email Contractor Type License License# Contact 1425-355- MECHANICAL Labor& FINISLH916CE Finish Line Heating j 5256 CONTRACTOR Industries Pacifica General, 425-348- Labor ri PACIFGL920R4 LLC Bud Phinney 1522 -7 info@pacificageneral.com CONTRACTOR Industries 425-508- j_ Labor& Robinson Plumbing 3459 rLUMBING CONTRACTOR Industries rROBINP-272C2 Review - - _ _ -- --- Date --I T Description_ Tar e$ t Date _�_ Completed Date !__ Assi ned To Status 4/29/2013 BLD 01({=-_ _ I Chris Young _ In Review 4/29/2013 BLD _ 5/6/2013 iAmy Rusko _ In Review 4/29/2013 BLD 5/6/2013 - LLauna Peterson in Review Uploaded Files I Upload File_I File - 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 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 Also Including: &1:51-umbing Q4echanical 3S l� _ Project Address:- - �f �arcel It#: Lot#: -- Subdivision: f s C !� Project Description: �"dJ/ Jn4222it-`^ Valuation: � T Owner:LS/uz-J- (4'0c'eF1 Phone Number: Address: L City:49 - Statea/D_-, Zip Code: !7"r'4 3 Contact Person:?", Phone Number: Cell Phone: S=-7^ E-mail: HFd � �/� ;.fi� GCJo�� Address: 20 ,a04-/1-13 City:JZ6Zr.4 7Z State: 1A.1 14 Zip Code:T2z)a6 Building Area(Sq Ft): 1st Floor: /6,,)[ 2"d Floor: — 3rd floor: Deck: _/fn(I Garage/Carport: Basement: Project Valuation- e756 C.r200 Contractor: 0!=;L,A a4 L- Phone Number: 45�-"���-� [7 - _ T (/�-�� p Address: /-� lx /4a3 City:.= �r 7 State: Zip Code: Contractor's License Number: f � G�/ l L 5���y Expiration:lf� 4 Plumbing Contractor ��`Z[�s C�lu vntt%i s i h Phone Number: �KqR­ 311 S `1 Address:-q1 3�ZLL�`jT� AcJ, - r/./?. City:,491-- , State: I U/4— Zip Code: Contractor's License Number: —Expiration Mechanical Contractor: 4 .L I4& 14aj!2-T/,�/ , Phone Number: Address: I-,!'� /t0r,1 W 5�,[ 5'•i•[-I City: '7�y96� State:W— Zip Code: Contractor's License Number:66aZ iL4 hL�f6G� Expiration: I her certify that the form -on is correct and that the construction on, and the occupancy and,the use of the above- de ribeo prop will in accorda ith the laws, rules and regulation of the State of Washington. Applicants Signature Date APR 2 5 20113 Print Applicants Name BOA En ineerina Dept. FOR STAFF USE ONLY Permit# Accep d y Amount Received Receipt# Date Received I M 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 = c f- 0 Clotheswasher X 4.0 = i�, 0 Dishwasher X 1.5 = f. r Hose Bibb X 2.5 = `J_ v Kitchen Sink X 1.5 = Laundry Sink X 1.5 = Lavatory(Bathroom Sink) 3 X 1.0 = _3 C) Shower(Stand Alone)Each Head X 2.0 = iJ Water Closet(Toilet) X 2.5 = Whirlpool Bath or Combination X 4.0 = Bath/Shower Water Heater Total Fixture Other Units r Traps other than above items / Column Totals Estimated Project Valuation - �2U r2 o Building Square Footage �D 151 Floor 2"d Floor — - 3rd Floor Basement Deck Garage�Vf)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: 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 th=a1ure correct and that the construction on, and the occupancy and the use of the above- de ibed'prope{ ywitha4aws, rules and regulation of the State of Washington. T/ADat W 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 The building permit does not include any mechanical, electrical or plumbing work. These permits are issued separately. These permits require a separate permit application. To ensure that you have the most current information, please contact the City of Arlington Permit Center at (360)403 3551 or by email to Permit Center. Applications delivered by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items designated as submittal requirements must accompany my Building Permit Application to be considered a cot to submittal. It signature: Date: Owner/Owner's epregen tive Company:r�az/l ��i.1,�. � l/_l_ Phone: 6 i �� 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: Address: .'J� ��- 18S Sfi N F- Plat: Owner/Applicant: S�_ t//z 1�62 Signature: Verificatio of accuracy and agreement to follow the City of Arlington Municipal Code Phone: (h) .31,E V3 3 o 4? (c) 'VZ5C 'VZ L .4 le� 1. Please check one: a. Single-family dwelling b. Duplex EJ c.Addition [ d.Accessory structure 2. Proposed Dimensions: 1N) S4, L) H) Total SF)J47O 3. Allowed Lot Coverage: Total Lot Size k SF x 35% =,-;�) SF 4. Actual Lot Coverage: (SF of all structures) (lot size) = 3 % (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 s e plan. 6. How many trees greater than 12" diameter to be removed? ,lam If any please indicate on site plan. 7. Describe Proposal (include cross street): ,�wj/t.- i-.n OFFICIAL USE ONLY CEi% ED PROPERTY ZONED APPROVED F-71_ DENIED DATE I 5 )1M3 COA Engineering Dept. Z� �J i .� . . 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: (04ew Residential Addition/Alteration Project Description: - Project Address: ( I Parcel ID#: Owner: s:T/>-tl17,44 L- (�Y� Phone Number: Address: • 69L - City:Aj eL_ State: JI/a,_ Zip Code q "a-3 Contact Person f In 6f±3e Phone Number: Lf '�S- - 3�1�-��1 Cell Phone: 1&9t2la-� Fax:((-Q (e ®Z-E-mail: Address: ����k a� City: i-27 Lla2 =state:I /A Zip Code O'Do 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/F u a' ❑ Private Well ❑ Hot Tub ❑ Re-circulating Heating System ❑ Swimmin Po I ❑ Other Authorized Signa Date: _�/ 71 - s' For Office Use Only Date Received Survey Received By: Assembly Required: ❑ DCVA ❑ RPBA ❑ AVB ❑ Other . Inspection Required: YES ❑ NO ❑ APR 2 MA Enalnee '.' �� � �A\ EEC ytif D APR 2 5 2013 coo Engineering Not 2js) - U� 1Z�1 �(o. oal tz91 c 5'- ol � 9 H0JS� at o s �z6 D a s l'i-'F PLC►—� k1o PAG►FF{C-(� C�EQG-(ZAL.- 14° 3S x x 1 b8rt" STD 9�1� ,&,r-u LW&To)a I WA of 8 ZA o 4 o t7 Lt � K ��� P 3 1.10 51ro1.�1F1C��T -TCzL�=S _ CZUU i:--oU Cz001 � - - - - 001 �ZS,$ D2F41P1S �D (rii(I_T21�-CIoIS 3511I r L,TQ, S 1DE L3G 1 4i; �� of 13U1L�11JC-� NC-JGHT'� lq U 5 S 5-re-• -piZ lv E- T p /h -7 z o µ M cPITC- { LOT S LZ,i�; (oIGOQ J 6pl5th]_ 1 e) T14 s�- �J QUIL17 lug sizl--_: Z�zoq S©. General/Specialty Contractor A business registered as a construction contractor with LEtI to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name FINISH LINE HTG Et COOLING LLC UBI No. 602889900 Phone 4253433376 Status Active Address Po Box 4157 License No. FINISLH916CE Suite/Apt. License Type Construction Contractor City Everett Effective Date 2/5/2009 State WA Expiration Date 2/5/2015 Zip 982040016 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Business Owner Information Name Role Effective Date Expiration Date BLACKWOOD, STEPHEN PEARL Partner/Member 102/05/2009 BLACKWOOD, TRAVIS STEPHEN Partner/Member 02/05/2009 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond A 2 Wesco Insurance Co 46WB014445 02/05/2013 Until Cancelled $12, 1 American Contractors 100062207 02/05/2009 Until Cancelled 03/22/2013 $12: Indem CO (AMCN) Assignment of Savings Information No records found for the previous 6 year period Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount R 2 NAVIGATORS 4610133820 02/05/2011 02/05/2014 $1,000,000.000 INS CO 1 NAVIGATORS 4610074950 102/05/2009 02/05/2011 $1,000,000.00 0 INS CO Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information Infraction /Citation Date RCW Code Type Status Violation Amount EAARG00334 7/28/2010 19.28.041 RCW ELECTRICAL CITATION Satisfied $1,500.00 EAARG00333 7/28/2010 19.28.101 RCW ELECTRICAL CITATION Satisfied $250.00 EAARG00332 7/28/20; 19.28.101 RCW JELECTRICAL CITATION Satisfied $1,000.00 EHRAL00680 11/9/2009 119.28.041 RCW JELECTRICAL CITATION ISatisfied $500.00 EHRAL00681 11/9/2009 119.28.101 RCW I ELECTRICAL CITATION ISatisfied $250.00 General/Specialty Contractor A business registered as a construction contractor with LEH to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name ROBINSON PLUMBING INC UBI No. 600008716 Phone 4253556171 Status Active Address 29330 124Th Ave Ne License No. ROBINP*272C2 Suite/Apt. License Type Construction Contractor City Arlington Effective Date 2/22/1973 State WA Expiration Date 9/1/2013 Zip 982238683 Suspend Date County Snohomish Specialty 1 General Business Type Corporation Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration ,Status 1 2 Date Date ROBINM10360E ROBINSON Construction General Unused 9/5/1997 1'9/16/2013 Active MANAGEMENT INC Contractor Business Owner Information Name Role Effective Date Expiration Date ROBINSON-ELMSLIE, REGINA L 01/01/1980 ROBINSON-ELMSLIE, KENNETH H 01/01/1980 LEGLER, RICHARD L 01/01/1980 Bond Information Bond Bond Company Name Bond Account Numberl Effective Date Expiration Date Cancel Date Impaired Date Bond A 1 JCBIC IS16026 04/23/2008 jUntil Cancelled 1 $12 Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date AmOI 2 13213070448 8/29/2007 5/19/2010 Bond $12,00 1 j3214628285 3/12/1979 8/29/2007 Bond $6,00 Insurance Information Insurance Company Name Policy Number Effective Date Expiration Date Cancel Date Impaired Date Amount R 35 First Mercury NJ-CGL- 11/01/2012 11/01/2013 $1,000,000.001 Ins Co 0000000695-02 34 First Mercury NJ-CGL- 11/01/2011 11/01/2012 $1,000,000.00 1 Ins Co 0000000695-01 33 CRUM Et GL0211071 11/01/2010 11/01/2011 $1,000,000.00 1 FORSTER SPECIALTY INSUR 32 CENTURY CCP624857 11/01/2009 11/01/2010 SURETY CO $1,000,000.001 31 FIRST MERCURY FMM10088143 11/01/2008 11/01/2009 INS CO $1,000,000.001 30 FIRST MERCURY FMFL002172 11/01/2007 11/01/2008 INS CO $1,000,000.001 29 FIRST MERCURY FMFL001260 11/01/2006 11/01/2007 INS CO $1,000,000.001 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period General/Specialty Contractor A business registered as a construction contractor with L£tl to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. Business and Licensing Information Name PACIFICA GENERAL LLC UBI No. 602875849 Phone 4253481522 Status Active Address Po Box 1123 License No. PACIFGL920R4 Suite/Apt. License Type Construction Contractor City Everett Effective Date 12/24/2008 State WA Expiration Date 12/24/2014 Zip 98203 Suspend Date County Snohomish Specialty 1 General Business Type Limited Liability Company Specialty 2 Unused Parent Company Other Associated Licenses License Name Type Specialty Specialty Effective Expiration Status 1 2 Date Date PHINNEY Construction PHINNC1010BACONSTRUCTION INC Contractor General Unused 1/1/1999 5/15/2008 Expired Business Owner Information Name Role Effective Date Expiration Date HAUGHNEY, JOHN J Agent 12/24/2008 PHINNEY, DAROLD B Partner/Member 01/21/2009 PHINNEY, DAROLD W Partner/Member 12/21/2012 PHINNEY, KAYE C Partner/Member 12/21/2012 PHINNEY, DAROLD W Partner/Member 12/24/2008 01/21/2009 PHINNEY, KAYE C Partner/Member 12/24/2008 01/21/2009 Bond Information Bond Bond Company Name Bond Account Number Effective Date Expiration Date Cancel Date Impaired Date Bond 1 American Contractors 1100216181 02/19/2013 Until Cancelled $12: Indem CO Assignment of Savings Information Savings Assignment of Savings Account Number Effective Date Release Date Assignment Type Impaired Date Amoy 2 3304000955 12/24/2008 Until Bond $12,00 Released Insurance Information Insurance Company Name Policy Number Effective DatelExpiration Date Cancel Date Impaired Date Amount Granite State 02-LX- 4 Insurance 008996839-7 02/10/2013 02/10/2014 $1,000,000.00 Compan 13 lGranite State 02LXO ?68396 02/10/2012 02/10/2013 $1,000,000.00 Insurance Compan Granite State 2 Insurance 01 LX0089968395 02/10/2011 02/10/2012 $1,000,000.00 Compan 1 New Hampshire 01LX89968394 IO2/10/2008 02/10/2011 Ins Co $1,000,000.00 Summons/Complaint Information No unsatisfied complaints on file within prior 6 year period Warrant Information No unsatisfied warrants on file within prior 6 year period Infractions/Citations Information No records found for the previous 6 year period Structural Design Associates 2802 Rockefeller Ave. Everett, Washington, 98201 Phone: (425) 339-0293 Fax: (425) 252-0916 STRUCTURAL CALCULATION LATERAL ONLY SDA # 6988 4SS COVI& o Z z OVAL EXPIm iA i 0 ? N i;'- 1601 PLAN 35XX 188TH ST NE ARLINGTON, WA 98223 March 3, 2013 RECEI ' APR 25 20'11J) COA Engineering Dept. 6L-D- N S a 1601 PLAN 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 Engineer: 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 I fixtures, mechanical, electrical, etc. 3.2 TOTAL DEAD LOAD: 15.0 sf ROOF SNOW LOAD: 11 25.0 psf 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 I fixtures, mechanical, electrical, etc. 1.4 TOTAL DEAD LOAD: 12.0 sf FLOOR LIVE LOAD: 40.0 psf 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 sf i Soil Bearing Capacity: 1500 psf Frost Depth: 24 in 1601 PLAN March 3, 2013 SDA Job # 6988 1 Type of construction: Residential Location: 35XX 188TH ST NE `Applicable Building Codes: 2009 IBC,ASCE 7-05 ARLINGTON,WA 98223 Work performed LATERAL ONLY _WIND DESIGN__ Ps=AIwPs30Kzt Exposure: Wind Exposure Category as set forth in Section 6.5.6.3 of ASCE 7-05 WindSpeed=l 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 A= 1 00 Adjustment factor for building height and exposure from Figure 6-2 of ASCE 7-05 KzT= 1.12 Adjustment factor for increased wind speed due to a hill or escarpment Roof slope: hse run Front/Rear tan' ( 6 / 12 ) = 26.6 degrees Number of floors: Left/Right tan'( 6 / 12 ) = 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' �R r� End zone of wall End zone of roof Front/Rear Left/Right Front/Rear Left/Right Ps30 A= 13.9 psf 13.9 psf B= 4.3 psf 4.3 psf Ps=I 15.6 psf 15.6 psf 4.9 psf 4.9 psf Interior zone of wall Interior zone of roof • 3 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 G?' 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 1 0 0 0 0 0 0 0 0 TOTAL :7,427 lbs _ :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 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1825 3413 0 0 0 0 0 0 0 0 0 0 TOTAL 5,2381bs _......... 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 16,9011bs - ----------- 1601 PLAN March 3, 2013 SDP, Job# 6988 2 WIND LOAD CALCULATIONS LEFT =RIGHT Et/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 15.601 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 13,219lbs NOT USED WIND ZONE A C AVE. HEIGHT 10 11.5 AVE. WIDTH 11.5 t4960 Ps 15.60 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 SUBTOTAL 1794 0 0 1 0 0 0 0 0 0 0 0 TOTAL :6,754lbs Ir--- � --- P cACALMI MAIN FLOOR CALCULATIONS: Plate Height: 9.00 ft Tributary Area:1 30.0 Total length of Shearwall in Shortest Line: 19.50 ft Total Areaj 91.5 Length of Shortest Segment within Shear Line: 2.92 ft Length of Longest Segment in Shear Line: 4.50 ft P=L 1.01 J 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=L NA J 1601 PLAN March 3, 2013 SDA Job# 6988 3 All loads in pounds per square foot SEISMIC DESIGN: WALL DEAD LOAD= 10 psf ROOF DEAD LOAD= 15.0 psf E= Et,+E 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= 11.000 Site Class= J 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 =* Total height of structure V=0.7SDSIEW/R SDS=2/3 SMs Ss= 116.2% SMs= 120.8% V= 0.0 r87JW L.__ Vmaz= SD1 IEW/TaR SMs=(Fa)(Ss) Fa= 1.04 SDs = 80.6% E= 1 0.087 IW Ta= 0.02hn 075 SDi =2/3 SMi S, = 33.2% SMi = 57.8% T. 0.10 s SM, =(Fv)(Sl) Fv= 1.74 SD1 = 38.5% CS= 1 0.0871 MAIN FLOOR DIAPHRAGM LOADING: NOT APPLICABLE W(ROOF)=1 LENGTHI 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 1 15.0 0 Area= 2475 Sub-Total= 37128 Area= 0 Sub-Total= 0 W(FLOOR)= LENGTHI WIDTH LOAD I TOTAL IN(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 0 12.0 0 Area= 365 Sub-Total= 4380 Area= 2088 Sub-Total= 25056 W(WALL)=1 LENGTH rRIB. HT LOAD TOTAL W(WALL)= LENGTH TRIB. HT LOAD TOTAL 56 1 4.5 10.0 2520 58 4 10.0 2320 56 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 lb TOTAL= lb NOT APPLICABLE W(ROOF)= LENGTH WIDTH LOAD TOTAL V(MAIN FLOOR)_ .087 x 46548 lb= 4039 Ibs 15.0 0 V( )= .087 x lb= Ibs 15.0 0 V()= .087 x lb= Ibs 15.0 0 15.0 0 REDISTRIBUTE: ___1 15.0 0 Area= 0 Sub-Total= 0 EV x p height FV x hei ht W(FLOOR)= LENGTH WIDTH LOAD ITOTAL 4039 lb 9 36348 42 34 2.4 3427 lb 0 0 2.4 0 lb 0 0 2.4 0 TOTAL= 4039 lb TOTAL= 36348 2.4 0 2.4 0 1 E(MAIN) FV x height x EV TOTAL = 4039 Ibs Area= 1428 Sub-Total= 3427 FV x height TOTAL W(WALL)= LENGTH RIB. HT LOAD TOTAL 45 1 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 6985 l 4 o---------------------' WIND(front-rear) WIND(left-right) SEISMIC FV(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 I DIAPHR SH AGM EAR: —1 240 PLF Total diaphragm length=1 5&0 ft Sub-diaphragm len t9 h 56 oft Diaphragm width= 44.0 ft FV(MAIN)= 7.427 Ibs v= FV(roof) _ 7427 lb = 84 PLF 0.0 ft � - (2)(width) 88 ft .— 22.0 ft----► IBC Table 2306.3.1 240 PLF USE 15/32 CDX ROOF SHEATHING OR 3/4 T&G CDX SUBFLOORING Sub-diaphragm length = 56.0 ft Total-diaphragm length= 56.0 ft Sub-diaphragm width= 44.0 ft T_ M = EV 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(CD)= 1.60 Tanowabie = Area x Co x Ft = 6,930 Ibs Since T allowable is greater than T applied, OK. SHEAR CAPACITY OF 10d COMMON NAIL = 102 Ibs 102 x Cd x p= 163 Ibs 2005 NDS #OF NAILS PER 4 FT SPLICE= 1182 Ibs = 7 163 Ibs USE 2x6 HF#2 TOP PLATE W/ (8) 10d COMMON NAILS PER SPLICE. 1601 PLAN I March 3, 2013 SDA Job# 6988 6 FRONT 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 r 2.0 Itotal area (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used CDX Sheathing type 0.0 tributary width OA tributary area Values from table 2306.4.1 of the 2006 IBC 1.0 total width 1 1.0 Itotalarea 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 total area V(from upper)= 4622 lb 4039 lb Height of Shearwall= 9.0 ft Weight of=Zall= 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 >uet:i al.in OK Length of adjoining wall= 4.5 ft I E(Wind)= 4.622 lb r(Smc)= 4,039 lb Use alternate R factor for seismic? No V= 120 PLF V o 105 PLF IBC 2306.4.1 (2w/h) x 0.93 x 260= 154 PLF USE 1 Gr AeIL- 'tE CTOTAL= (floor above)+(this floor)= + 1080 Ibs = 1080 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + 688 Ibs = 688 Ibs Load case B controls-Wind INt?fj c,)n 1-o1s i?f?/u;4'vn design USE SIMPSON DESIGNED HOLDOWN: CS14 i'Where overstrength factor is applicable,use this t _ value for E in equations 5,6,and 8: E v9"Ibs ( OR AT FOUNDATION/INTERIOR WALLS USE: STHDB/RJ REAR SHEARWALL WIND SEISMIC Floor Into Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g.Upper,Main,Lower 1 1.0 Itributary width 1.0 tributary area Lt-Rt I 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 tributary width 0.0 tributary area Values from table 2306.4.1 of the 2006 IBC R'Eofl'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 1.0 total width 1 A total area V(from upper)= 4622 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= 2.9 ft Tributary width for dead load= 18.0 ft V(from lower)= 0 lb 0 lb Aspee;!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 c 120 PLF V= 105 PLF IBC 2306.4.1 ► (2w/h) x 0.93 x 260= 156 PLF USE Q S'&!Srrr1C Conlrofs sheer-otali desioll 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 Aland con)ls hOi,dOet%13 r8s% n I Where overstrength factor is applicable,use this NO HOEDOWNS REQUIRED OK I_ value for E in equations 5.6,and 8: E=944 Ibs E 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 tr(butary area Values from table 2306.4.1 of the 2006 IBC 74.4 total width F-74-47 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 1.0 total width 1.0 total area V(from upper)= 7427 Ib 4039 Ib Height of Shearwall=1 9.0 fti Weight of Shearwall J 10.0 Ibs V(from main)= 0 lb 0 lb Length of Shearwall=1 20.0 ft Tributary width for dead load=1 2.0 ft V(from lower)= 0 lb 0 lb Aspe 'R:tin OK Length of adjoining wall= 4.0 ft E(Wind)= 7,427 lb E(Smc)= 4,039 lb Use alternate R factor for seismic? No V = 36 PLF V o 19 PLF IBC 2306.4.1 11 1.4 x 0.93 x 260=339 PLF USE Q viand cars mis 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 NO HOLDOWNS REQUIRED OK I Where overstrength factor is applicable,use this value for E in equations 5,6,and 8: E= 174 Ibs 1601 PLAN I March 3, 2013 SDA Job# 6988 7 GARAGE RIGHT SHEARWALL WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) Main Floor Level,e.g.Upper,Main,Lower F 1.0 tributary width 1.0 tributary area Ft-Rr Load Direction,e.g.Left-Right, Front-Rear F20 Itotalwidth F 2.0 Itotal area (For Left Wall,Use Front-Rear Load Direction) Not Used Not Used CDX Sheathing type 1.0 tributary width 1.0 tributary area Values from table 2306.4.1 of the 2006 IBC =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 t Total Length of Shearwalls 11.0 total width 1 1.0 Itotal area V(from upper)= 7427 lb 4039 lb Height of Shearwall= 9.0 ft Weight of Shearwall=[!�4.5fi V(from main)= 0 lb 0 lb Length of Shearwall= 22.0 ft Tributary width for dead load= V(from lower)= 0 lb 0 lb Rsrnect Rat: OK Length of adjoining wall= I E(Wind)= 7,427 lb E(Smc)= 4,039 lb Use alternate R factor for seismic? No V = 169 PLF V= 92 PLF IBC 2306.4.1 10 1.4 x 0.93 x 260=339 PLF USE Q i irtr, :ontrols""heariove.Vf, .-:Ysr€7n 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 de NO HOLDOWNS REQUIRED OK E Where overstrength factor is applicable,use this value for E in equations 5,6,and 8: -E=826 Ibs RIGHT^^ SHEARWALL J WIND SEISMIC Floor Info Tributary Width(Main Floor) Tributary Area(Main Floor) g pp 17.0 tributary width 17.0 tributary area Main Floor Level,e. Upper,Main,Lower ry 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 15.5 tributary width 15.5 tributary area Values from table 2306-4.1 of the 2006 IBC L54.0Jtotal width 54.0 total area Roof Resisting Dead Load Not Used Not Used (e.g.Roof,Upper Floor,Main Floor) 1.0 tributary width F 1.0 tributary area 38.00 ft Total Length of Shearwalls 2.0 total width F 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 lb Length of Shearwall= 3.5 fil Tributary width for dead load= 2.0 ft V(from lower)= 0 lb 0 lb Aspect Rat€o OK Length of adjoining wall= 4.5 fl E(Wind)= 7,427 lb E(Smc)= 4,039 lb Use alternate R factor for seismic? No y= 59 PLF v= 32 PLF IBC 2306.4.1 1.4 x 093 x 260=339 PLF USE 'fij.I J�i)n hroi ,�i J�Sclrry Jii�-esS qn CTOTAL= (floor above)+(this floor)= + 534 Ibs 534 Ibs Wind controls TTOTAL= (floor above)+(this floor)= + 121 Ibs = 121 Ibs Load case 8 controls-Wind NO HOLDOWNS REQUIRED OK f Where overstrength factor is applicable,use this 1 value for E in equations 5,6,and 8: E=290 Ibs -TIL> Permit#: 84 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 3512 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 New SFR 05/09/2013 11/26/2013 z.Christopher Young Completed FINAL Plan Reviews Date Review Type Description Assigned To Review Status 04/29/2013 BLD OK to issue with redlined plans z.Christopher Young 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 04/29/2013 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 05/03/2013 Ivel,LLC Lot 1 check#1112 Launa Black $3,476.84 Outstanding Balance $0.00 Uploaded Files Date File Name 11/26/2013 3512 188th.doc 04/29/2013 BLD 84 Application.pdf THE-.COMPLETE,LINE 1 I , L : , c ` rx ' {' -71 _ It I ICI , r I x _ I _ t t I r € 1 --- • I' � ��1 � t e �'`Ti t ~i / s 1g # ,I t F i ; �.�+ F fPi . tt b r .-w F 3 I t I • 1 I �� FTW n ,k cl { i t � E v � • t � � < < 4 t � , i t y <w, MN it t t o DRAWN: Z-z(-�+3 . oQ COMPLETE HOME &' BUILDING PLAN CATER F FA C..l CP.' G F_1�1 E zP.L L_hC _ a tea:-�C:HOB•A�wT1©Ns•�t+�as O,\ @Y: b BA C PLANS•LIGHT COMMER lAL•DRAF31NG SERA.G rill ZZ #, R REVISED: a 1915 MADISON ST 425.353--0531 .cam EVBETT, WA 98203 425.3"53*6a86 m THE ciompLETE LONE 1 t , r ft t $ t } , J r 1 � t r I �. i T — f l j— — — \ Y Y f It � t 7. tt Ar s i1-1111, { gA F i " f , J{•\!1 �.. }•. ! I.A t. sA r t 7 .�.- tit -.J r TT ' Y ; : , • t i t k, i - t wx5 t Y 74 4. - ,., , 'fit i. .,.« •I. j1 fA F Y { Y J e 4 F j � t 4 ' ; 79 r j s k t 7 1 \ Y t Y { 1 1 0 - i{ DRAYsR�i:. c c COMPLETE HOME"& BUILDING PLAN CENTER I O PA C I r I C.A G G_:� CR�L L_�G �Z-,/zor3 � � a STO :HOMES.--SPEC HOMES•ADOMONS-�tCo�s : ..� tc BY: j. 9A5C': tt15­UGHT ( iMERGiAL:.•DRAFT1NGtVtS 9-z5-348 ISzz REVISED: 1-91:5 MADISON ST 425 353.0531 -CCU WA 88243 425 353-aQB : c ' T41E.COMPLETE-LINE F',j 1 , { t , I. , tt Inj : ----------------- 1 r t I I A� l • I I ' , i I I u, , . , ti ( j ; J _ J V I -i tze — n t17\ V II � i , A r - Ll r I' kk k , '. ,. K�. I ��. S I iµ R {..--�—•'" � S :I � as im x �} 4 _ 1 �l Y t !x 41 : a i s t• � t �j lid '. •,.. _ � — } f -- r. I ,,T - 1 f t + C71 \ } ( Y I PL A L O 1 DRAWN: 2�zt zo 3 v- .. ✓'� F �C t F l CA G E1-1.E FALL L_L r- COMPt£TE HOME' & BUILDING PLAN CLI�TER CA' 0 CUSTOM HOMES -:SPEC,HOMES -ADDtilCt9S'-REMODELS' 8Y i BA9C PL S-fJCxiT COMMERCIAL. DRARNG:SERMFES — lSZZ� R s REYiSED: 1915 VI ADISON ST 425.,•353.0531 Dfi RETT,..W-A,.98203 4-25-3U`-8Q86-FAx I THE GOMPL�SE.LIrE , Q � C � aorn � co ;. rD z� ='z"-'a :`z:_r-: � vu� x=o - -a.;o ,a >; G7 m -, m - cn, o c a; .: �:: b-z : k�,M.cn M,ca o• �,: au: �J ('i b T- >m m ,r� D.r�* -f o:O �r Q �=Q (n -u b rTt 0. A O -� G� S D h? .3 p7 �: . r �,c - .m a..>- z_-,: m,: m,rTt o,o -. ,z.r z D aTt o rP- ; �m,z C,m n r -p rr"t o a g: cn: -{ zt o - r,a -.: ;O rTt t!x :: :Z p.z r,i : z; �; �. '�..-n c=m �,c,a: _ _ ITi �T -t, _ :C.Ca, L5 �.x.: v, y :r p: 2 -,C- > rn c>z.Z cn -� U (_ C z r =:A �: Q o vt p z, > c� b cn N a o z ca r,r r*� m c� C. C� C*T b G} tTf. T3 v. �. .Z :2 x o 1,40C.010 mr bcrn �<�, O w rrt r> i - Q:; o. D D tTi to C m m: Z: -E Q z ,„-s f,).:�., >M U) s a>�, �� o , r m�. �: n - �:o= - o _rat z _ :. z cn rTr o: rn m: rrF m. M. m Z G7; C o q 2, �,g r� r*i R. o.n -w Yn-*r n G� 1::_ , _ [� C r o *f t z _ 3 ay z v F - v7 n o o �. a r�o -�- z � Q z- rn, A M:rR _ D 0 cn- r*r Z , o z X r r cz ^� c ' c z m-f v Z p r- m m cn R, ,7. G�:,� > A o, -rn. _4 D Z CD N g O o �:r n r*z n + -1 0 G� _ r�:z-�.�:rn m_ z -� >vs �, cn -1 c,�gc > >, -. z_ c. z.r� f m-� o.c.a -,_© `z�.�:cn 7 :.z �. o cn a v o c z C� m. �,. -r R.�,�. ,,,> u� > ' - x rn z_ o b -a A Tt _ n a rr-r:r`- �; sr3 .�. �`'' -- ,r- Z3' -:: c-� �o cn'�,� �i z o r•r o, � ..� .. r � r-� , a -Q Cn � � z r-r Q r � �. tTt Z. [- G. r3 0, rn C-c C. > o' o: tTlr r - Q:: ua z rr{z Q C rv,a:: :.�- Z�. m rrf A �. rt'b m �: o> C. z2. z, >: U>:Q rn m= a'o- : ;zu n c�Q, cn r�rt - D �7: r�* A m r� o'. �.g o;v.� rrr N z x -II: F �:COn cn Z r z e. :: o cy A -•<Q i a ,>;�.t/7 �:-+ ,� c, * • �' z m _. �- _ s z -a•=`' -' c --�.- _)M crr*'M: iTr .: rr c� cra - ,o G� Q QQ r't: o b > c rrr -� g _ Q :'a: N o n C7 :n _ r-m�..A f G? K O_ : z rrt ? .o n :cn - cn z r o c n �. z*i a o, o (!l i �J i z a.?E<.. z _ :-!D c*rn c -� m > q.T ITt' rTs-�b o z-�.:, -+ > __z- :�; Z g ug ,nr w arr -o m_ �;c ,, L7 �,rn, O. - , -�Q- cn o s- c�-v'-y n E vy M r*I {� -,:[a M.�, 3F cs �.c,-+ rn v n y.>•m ., o �.o,c, - r�*.c'-a D C) �,m rl �:z m -<�;_�:'rn tf1 47 i m._. o.> T,c� z O,z z�'( p;. tv ZTr ?5` Cn z a Z r-a a O f Z r CO: m CD G b -► ,�. nl r*i,x v n II n Z'Z C m O n 'tTl'A Z G� O c7 E u b n{ G. �, G?: U} o cn. 0 n ='o y. a ..Z. � �o =..z 'cn n D C �(/T s Q,D Z C n a m' r � Q . . .s V7. rn �. ,tom ten: m� O zc� �� 5 c� r`lr* >� (` � �_ rn�ona � m � � z.� cn_ m rn,� �Azrm n0o p_ �' _-.S. CO c�-� . ,. mo a: �rcn o�> �� Q aor o zm -imca b - _: ur'm> m;crTT -�r ?oz; QO `b _ �. -,a-i;°'-�.Q' c�icn o rn cn r� c7 Z t n Q: �.�.Q. p: a g" zz M. zm .. cnzvCi oo Vim. om arm. .. � ,Q � C L7 �l �m�- tF z viz c a�';z > r c� m,m, Z rn^o rr-r 1� m m. -,r- 0�. C m r+r:A Z v=: c� �: 3 n, a. r�> c7 rr{ r_ - �. Z Z U)Z Z - A Z O r _ Z' 2 X Q C .. `Z-. =_F. �' _ �rn c7 Z� m �O . Tito cn c� zr �� D D — �. f�''�n z'�, _ -o cs c -� �. a� �+TT- A o> �z - tA..C7 m O r r- �m m cn-C _ m: �_.. , _ • cn a :� .� o=��> Sq z<� II �c-�', � gym,) o'r*, =_o � m c � m v � z�n ..,r- -m-+ �Z .. .� Y r��:y. g=,: •-r�'c�.t�La, __4 m z Q � rn�, m s r�* z a = :'j rr'- - > Q C_� Z TI C' D '`z'G� �O FT4 Z `O Cl3:� 2� � (,�, m Q:p n �oO� -+C - Zmc � Za -� _ �, D � os O ]. �,:_. • ��• Q -0 Q .N x. rs mSQ' r+i�� oc�c 3c t �cxF= � - co> �. c) � � � r"z u'> A'. N ' , .c-ct a>� ar �z zr�- z �Q�.� m >_�"�p�rn m: rZo -+ v, m' - z z Glt Q t'7 A y _ N r Q,r�p m O ..cn m rn -,r 0 { 4 r Z( Z - 1 lf 7%f'N�BUG STF� s --- - -- — -_: - — 1 f— 5 f� � f �m rn 1 �. i 4i I, L � c� fin,in m { I cl t f Gl'0 SD so C13 �. , 1 / \ IN f _ I 1 , I t [g (1 ff rr t- t r — r i f v ' D. Ti !'`1 rl � � O � t " I ,,_t✓ p ,I v✓4tc� ,i _,��F!.�C. �i i t �� - t '1 T , t. � �� # � � r I , ,' �. r•. �: , k.• t7� i �._ �.•� fillIN I t. . ; I _ _ f : i IT - ---- -- o 3 t. • S f i pp j I 11 I : I , t T f � 7{ E + I E ' ijiv �' ^ �" • IN , s / , . — �.� -- --- 2,U s # { -I v t a :3 �_-t O ZI-0i) I DRAWN,.Z c= �� �uE �>_ Co-YP�� HOME. & BUILDING-PLAN CENITTR R , I S=PLANS-LIGHT MWOCAL-nRAFNc SaIAM REVTSED: ; Fr tg�5 WaO€StJN•ST 425 r 3553-0531 EV€RETF: A' 982-03 425-35;.6086-Fm THE COMPt,ETE.UNE - mr O Gt I C C O v 3 T Q1 CIIIN � — -1G3k� } �cncnZAc7C� mtTrQp.��� cn r- a "p (xa � j. �' ff ff m'Z�nn��Z cz m'' Zco�n_�o,A��o�'�.oC3 Ij NIN. O x E'er �ll�I p rrTt A,�• t1 - > n' O�' .�i rn i x i.x 'x x x x 2 Q U] : c - z - -q m O" rat p_ D z�Z.c x, Z ,aA 'AO�>m m Lx�IL T rn at--np! Xw 6iD c3-O on�- �C C1IN D cn , fT: CD ca � rn C rrt,O cn --T m ram- D G rn c*T.�.rn L c) NEC-tNIN'I n rn� �� CQ ?tovz.�'� ap 2ECl Dom • .�v� � =L z :` a. U�.Q�WWW� ' (n 0 m C) z��n--1 ca U) cn.o- c D a y: Z-Q O� - _ jQa �• rn QrTt-QO--j, O I J rxSTt.rOn r>zrn *ice.-�AAom O� p n ri ( ja.nv WA > cn sTi n c,r O�� A (� X O D D`> j OJ z'fitZ O[n cozyK r-p>. -ty03 A Rmm ;aCn �p - rya r-*r;cna .L'T>CD M�a 717 fn n rn,o raTT a. � ' n m; rn ccn I 1f 3-3 1 o L O o z - _ � 1 I �ti Q I 1 � I t I 1LN J � J i 1 � •' i E �1 _ I � I 1 � � E Ip I a;mcuco D 4 �- _! I — r J i o :> ,6- 6 - I I -71 o r I u : I =z .�.. �. d _ ' o > g --' 71 �ur�r,l CA- LT C1�u o_ a. Q_ o Y )-j — _ I oil DRAWN: z- t— ,3 0 COMPLETE HOME & BUILDING•PLAN CENTER F P�,'G� �1 c� c�I_�,ICzp,� o CUSTOM tigAES.•SPEC HOMES,•ADDITIt3P9S•REMODELS BY: C PLANS•LIG iT f'^VUSCAL 7AF7MG 0,1, R REVISED: ,.: � 1915:.MADISON. ST 425:•353.053 :c a EVERETT, WA 98243 425:•353.6086 FAX i 'SHE G�ME4E7E.41HE z° • x I T c zy. umn o c� -'o - .r O fTi < ➢ -- N <: �'�_Y� r i m >. ,� � 1 r- m � 71 L7 -li o nn m. m l3-—4 i U V i $ 'Y s 1 \ I HO cn ��-� I� QZtTF Z'� Ns.� ® m� � n -i'Z -a :zJOG C7ZZf'l � U} -I Z � p < O GZ I U \ 1 z ^Co . i; © i , O' > O '' ` j (n l '.t i T �\ ? x pxo — _ N Ii1.,`' �, � -�- ( � ??• t .I I f'l,rl v G i 4Z1 0 6 i l!I by I ii Li fi >T+.rrt° .; c fin'D x c i f N i FIT' C 1 z _ - < CM z� -r.—� L(� Lc �w i � I Ifs.^ 17 Z' Y if1 �( Z G I I '" I I�ti iN _ I ,j a , - Z �:- J--iv � i �� I I --•t C7 C -i •gyp _ 1 i I 5 � C I } � � I Y IJ E 14 KI I•- 3 ' I Z� E . I � r QN S � �rl I N + - } Z 4 2. r 7 0" f I .c S0" � 1 'll'6 �{ SIPLC�l6t— SGl55.p: t .. j; r1 cp pad (n x 4 ci � � U1 can o g �--- ulx I \�' `-• - ' zz G _ �y l 1 Y Y 1 l X Cd q k � e - l I I ': • 3 t �� �' I I 577f.-1 awl�I �'t`�u 55 4 _ DRAW Ac>rlcp G»c�A>_ COMP��?E HOME : 8111LQf G F \ � s M¢ I p �: �J R REMSE 1 ;c a ga t Y t4 3Eeo 425,f;1 '531 ' TME.2II1r@L�'GE:utttE .... ZZZ a r < OZZr �� 7 rrr p G: � m < ? >� N < O _ rrrm >.� o,� OZrm �zTl D rn Z :.p.vJ. G. . M. > 0M m �:� C33 �-I - —. cn n � m < z TTT m ® < 0C ozm z -u cn > M;U: O o -� z cc — x x x zO`m m = o I � .. D �--- — --� mR < - p 7 . > p �.pm < CDC , � ��,�Co I � Z z .-. fTlm7] r0m 1 �. I m m Wp CA.'(n .v rmm ;o z (� I T p 11 i- ZD � � ! k.N MCA ;} T (n-O .mi-m j'IO >:> !- Zz a:Z 'Ti TC � vff I (� 7 CID m 1 a f' d o ') I� > i + N II , o kill tl 7 � > C: I I t'4--K t rz less 11' �7TT v I I� d •i LF i5�) F Y; R rD�E -I 1 , �d� I 7C 71 d _ E1 , X _ I d (. C , I cart=27u SP_c-1/- � S�tSSC - j .7- I Z e us S 5 , ? c� g�� k:i �t Z =.� E 1 r , !Gq � ` ; 1 � o � L In m I n 6 I I� PRC+=.a�3 z�a� �2v sSts, Z�l- ©.G` 3� — i� qq � All N { I 13, a r k < is o fj it � � '� � n /� —' - i - rn , � . . -COMPETEIREIME BUILDING PLAN CIE-T i CDtJTG4( H 1 PJ r �lG1FlC/� �cG].1LRAL' i "i �. - P x c�.T1� 4" CiEa^``�€C'.c! 1 £QtTf #5'•iES G I F BASC�r g tl� :f�.�ia$1G SERMM' I - ``\ � i4� tip':s 'i 514E COi4CLEZE_Llnf ZZ`Z IO < CDZ ,, D � -�i 0 _0 -i C')"f 0 > > > < Q � D.DN O hl < _< cr- a D � Om � ram:� W Q Z Z m O Drn _4ZZ �� ' moD o � -zi � � � MoD ZOwC) O mmrnr � m � -i -Rr � -I;zmrrr — _. < r�,Z M D\m cn � C� m < < o � zz o � z � � ; o D m ca. (A Z < m0 ­1.p -iaZ v`i x x x z 0 m � m r r= --} cj m = a I_ D .. ;d > � N0 o CD cnzyn > � I{ O 14 Ct) 4 ' m fJ p D `z mm £� . r OD:O � < OC7 \ Z` LxCo Z I- Wfn rn o ZZZ�. Ln IM mCDZ �J� rn _ I( I f?f m.m W CA Ul D.• C7 Z O } v 3- fTl ;p � Z W Q TT� ZC\,aOZ � � O _ .O , �. \ \\ I N (/) l- 01 �- O �7 D ' I- �� _ tSSdi -S, z4 C C .3 - 7_•iztA- C t9T- -70 ZS U1. m m r Y 7 ?2�,=A3 SPi-C 1�� 5c 1 Z USSC " 3 ° O z Z Q T O v m I� \ ( I r _ _ U7 - z \t I v rz • 1 f-, I vi T4 ' Zx� L, �. �� W � 2t� 7CRu�SS ,� _ 411 I/_7 2 /5---2 u _1z I D 9A(::, 71�L3� p it LA RZ 6 c I !; N CA X.U7 I/� I .� n UI nn I tt _ . ' cn � 70 —i m u � , o ® CZL71f rm- a [TI Lni z r � /.v �/ .. r � Al TE— i P2t✓t=At3 CLcJp�' T`2."J sS�:S. z4" { ��a , i S LA 7� + I h ( <,, U1 • � I\ y G Tk U SS i Z� aG vy Y f NN ! _ � ^; STR u Grv'irZ.�C• G 1+�.E, T�u 5 5 3 3.�., \ Lam_ CZwc 3 Lc T e U 55 e' 10 11 IN Y °"mom .;:. . •, .,.r . ,. . .. i .. t t 3 . PLUE HOME 8lJfL>?� i P4 `,tV Oc.�d. E SY= Av 0 fm FAST. S' UG+T- CUMMAL rORAR G SMMCE R i [:R£IAStD: VX 98203a,_:a5QB+rr Fz!(, 1 p O © © © vaGi^c�v � cn'lnm-v �Na cnc �zsG+zm p =cnr- D z�� OSp -nm -0 m-tn m p n -vnwco ccn m=>Ooc� >o mo zoF zaz 0o N-' ccnz c�� x a Q vim �cnmoN�o �4 c� r.,o -n rm*� v� cn��c�c»mvaa � zi''� `nF� rm0 r\rn fJ3.O 47>0 root CV-aN 00->c> C Dw Cal Cmn <z <. v or�* m Q M-10 c�z �Z z''o c�m� >�gDi,anr�*�'<���CD >zn� r�*,� z I s gXm mrn �o arm �c <13m00 �n D 47i.Z � to m-0 M;:o �� c�c�m 0mo C>-u-t c-c O f mr� \u>� _ — Ica 11 � raj: OO r cn-cn <ovm-vfvrcn vo Epp \ Z0 V3.-p0 \N O rnOZz v� � paten Z D`�vm.. mmc>.. ..��rnDDn.�•-•zr-. G� >. co 0�..� / m S r-.+'1. _a -• Z =O D G7 �'f 2 \w\> cn r m-H = to x.. C7> z.=F r=> m O-S r-C- -Z. cn r t m - \m� Nm rTC7r-r '� O3 `c_T�c O'o0 mD m v3v mp -cncnvmm O Z _ n fTl a o >cn�.rn �r C��7y rmrni '0--1 m ZD C0 �- m2--\cmr m.��Z mOr�1* �Zr m Z�> n>0 n�� Zm\vp Z T�mD�Dm M.* m �F� 00� wFyi 'Zz zN>V3 � �ma <r G>..S r n X 0 D N O 04 x G>O n 0 �.--{ V3 cn Z r-1* � m 47 r-cl -1 Z z mr x�" m0 �`. cnz o -urn m y Ds m > ::o mNG>p z � ar� \ > ® v ®r'p o>\ ®zG>_ zn ao\Qu+ �n mrn0 a z ;v > cn � ml � o �� m p rn m\ O� mmr�,rAmcort J r3o mDo rnZv v� �� rq> o�< Z O G»Z O SnZ r�0<r-1 Z 0V)i �'ZO�.nm mp v�M m m c� r mpD V f \ Z0� Srl, zrnm =mT2 60 In Drvi co cnr1DN o w v,VI(=> NN flOm vz-3cZi3rr- rn I nmG� x,z,m G>O mD Om Dv3-tO�cn r- Z� ��o�oC>CDC) oov+ n• N m VY 0-- LA cn\T Z o cn �m N2 m ca Z\O �� m �m Co m�> W �'V 17�W�C-n-a(a N N m ��m N O S v3\ \ con<r�* <na mMr V) i z �3 x�F oc> o -n-n�-ncnv3-mmm-�-n n �cz +� — ® Crn Nm \ \ Dz\ z Z>� �I Om rn�0 cr-� vZ� V) D N crr,7CU- r��_�Z O A D M M clo . a N)co r1i fCT1 N. rm . Om r>- D rn Z / O p �� \pnm ��m, Z 0�OmCa7rn coDG) r yrm(n Ova ti m > ZOO Fmk Z IX o r' �m m Z a c.. o o o< -0 o 0 0 0 o O CD "{c'i o D �m i r I v3 CD �Dn Mc �a .m0 '- av r- Dzz r v o n o �! z'� �a �o >-- ovvv o vv-0 Drm "-� �mrn z� ca ,,� o mr'o co v �Zcn amNn�FArl-0 '�nL-nn n)41 r—= mSN --� / r OD am �Q rn. r_ N �• na v vp g-' m=�zl onG> m,v,zvn3cn � vow w� -0c� o N0-< 0 R• r`;U' z-s� =Z ! � Z Si�f>oorn> C v R. oho 8-C= m rci�c z �Np r ') Crn>D rnz>OO��F Nmp ��. :..W°°. CA v,r- cnm cn cr ruu w D..�.IO: m�Z OrD- �a Q vm n (nprD--� r-p a�D Rpm o 4m{J� 000ocn >m-•^ nOG> \ O -i r-•� c.,3_..� \ - �7 m �,,p cn TI/ m O m \tOJ m �s Z-v-v'a O "D v'0'0 v -0 r� m r `�\ O \ (n m. m ,. a to m Cn cn ch cn-v3 cn cn cn C C p X_ r,3 NCO� � �:� X c+m cn M m-n-n� z -nm nmm C-> 0�� \ < 'Drr cn D O -Z , CZ m C7F�.. m. 0 mm� \ o n a.�NF m� t wco r-j na) c�iog cnm O �m ga am.cn \\ rn w crnn o0� \ \ LINE OF MUCTURE /` �\ I rnz mz��S �mcnm .N0 �v o mzp�v 4�'-r�6'' . Az�X.>z r*3ama 0 6 zav v 2c Iv r1i Xm� � i r CD c"o Z �. n 3- -4 i� o• zmo „ o v o ST.>- o m m ri c v14' MIN: �rio Q- m rnXtcn Z m ato 1 / ,ovc r m 0 0 � = nm ry. zcnga• \ \ rmr MIN. \\ I rn w� z o o� �zrD a �C'� -0n c> pm D ompm�0Zm�D>X Wiz. x pp Vpf \> Z. •� C> O Z Na C -C V3.r N-P-N - T C> m:S.G Z�• �. v. v r�a r m. .--i cL > Z Z � Fm M OZ Sam= "---I Om� oo�-v�r3�r.,c>�c�v'� \ .. m: Zn�-• o= Gov �\ �. zv'� mn x-+�m = o g zz>.. --4--4mca�srn w a m 2.. *r o n z o c o norcm--, u)N o� 3 MlN.�D� �o �� ��m mnrrlC', z 5m.� moor-<�mcn p Hipp �N 4';IvUAXr'z' m> vim � z-�z o ov�iz n�zrac➢.o ��� Q,w A • ' \ o o w o r m \ c — a 18 MAN. & 4'-O' bIAX. 8 MIN. zo mT� mm�Z z�" �amno z a v �� t F 1 n " mc; m mc- 2- z r- l r r- cA) R'm �1 mm �n IZ m0 r r- =en N Ov3 r�Cc'+ N J �J� m z �t� ax Nn. �� "'in vcn > -_ r�+ m0 r, 0> �O r0*�. �W. a-� J a v 0Z m c> v u,. - m a r3 N z ■ - c> J r=z >� to / o Ord V);:,=m ; - m D � mr�t* o Oo ®may ..0 �.m X ti, rmi. 'u C) c cn O p fZ7 '. z v Zl C-D (n Z Cf rn ��m z m o v c> > v m D� ry v3 � �` ash m, 70 > a x rn _ z m `n a v '�- >- o o v r v3 �' o o m- m Fr-I* rn rn � �o Qcn > ® \ v D 2>�, a�n zv3 '- Cc C >/Fr vim' r '®nx� \ - -i c> -*� D \ r+i . u> 50 a J jC c/z o m g O c o_ c 3 pp W o �r � mo m a -+ O V3 ozv v > - ry >o' � c>m�z-ram m n :cn �w m oo�o Z rz,�cn m nZ r* O.Z�Z h „.. x� Fi "I , �N OC>CCa 0 r c> O ".;,. - . rrn z c> v v_ v3 Z G>�\ronz o c>N r*+ Z z m G� o y �Xo Z�» r- �,m w y o®,o �m rnNrr x I --< _ — F I-� a mz iT oo ccno m r \ F rn � orn m 2= 0 �> rn o - a w �ozm 4.y'mj� \ II, rn � -i rnrn oZ2 �a NR'Ln -70 -.q:o �� l o rn ra c> Dm cn v>avo 3 -- � I !I �- 'Z Nam xz p3�.O:m z ,,rzi ➢ M1i�1. c. •v.*Na -orn a �T�Zm� u r ��� rn�m ��� m r• i I DG>4+ t :;o cy) x mm\x m o, f L� ®�X cx3 D r,tp I- �a lv N. rnpz -y.r O Z7 m v:m m O m G+. -.a` a \^ \ m tTt �^Z a Z m : x x O D -a yyp=� -S r m�Z .�,m ` �C "m ram-G? �O Cn r p C7m Lmm ;7p o 17D$ 30 O z p fn 4 "i O ``- C n y �, I/ .D m m y r wo r��m � v ppc�t�3"'f-Ni �s� OrS+iv m Sz Nr-o t DK ��> r tsrccrnn N 70 a c�> a -, Z �cn to �I O D s J m C- rn m 92 rn l m ;1 t3Z n r-� i y p- ,x ,� n �=m I - S S 'Q _"(.Z\> ZE_. \ t �.(-.-a 'rZ C7 tp rn Z a Z 1 -d/"-"�') ` :Z m �G7 T rn Z - 1T1 d O•--• >�9m`, s� > p p.n'T r*i� cn 'Z "a-n mrn-'r�., v my mot 03Nc P Vim, zr,3a m� Om s a6rno� OV G> Frt Fix � �a o.Z-0 � R• l o 00 >nZrnc �3��vcv� �{- cn v F- s ' -+o „z ^� c� > .O a g a m o r m ?om oojrNm �mv3 \ t cnizm � mom am � v3nsma� g vc .�on�z nm:!gm 7 v'r \ rn-t rn fir\ Oyav' \ o "�z o� r'1@ co. {n_ z o� m=OW0 t?00�>;o mm zz a =>G>Ca i'�}Y / -n- -rcL' gym. •may �z�i-v G> oz =;o O moF- �- cn< -n-C�+\ vm� 1 � n C V.... ,4". m 0 9 -C'S Z� �s r �m G>. �<. C GZj 01 > �m. M Sn>. rrl m� �� fT7 Z l"T�=,%a 1 trrvm „v / €*+ �rrn Zia =��pF rsnv5. _ m N� tn0ZFO v Z �Zl.3 ���� a '� 0>=i= p \ ItJ Non rn rnC A j rD4�DwD , SEE E1��'�IATION ,� 1 SEE UVA110NS D �I / 5 z m 12• \ /� SEE ELEVATIONS yiZ� a -zi zz �z S Paz+ / r"�� v��3' p BLO \ ��.� ` J oath m� arc m 0 C m a ,zv„kr m�- C R'a;�a N ��-m�� '�3 s N z 6� rn ` J m` b N OVEN rn r z m rn mn �� v �o-xti� < v� ov >X ' a A � � Z .�� "' 6, :�� r�tn �+.<.. OC7 0...N. ..�m�N3 � .� 67D �. a N ��\ A �rnm.(n p (7� ri•'� N r�m SQ"AC 'C •m '*1 Z O p G> 9L 9" r•r?�-T•1 rC- {m m 4 9 A �. D Z x j m r 4 47 N I ' r oocm m rc='v ffi v m a �a N3 Z v a J ��m � v z DW m� z �r�mo �' a�.nrco � f*i m <m�N Zo v°' c>cn ✓-n Q -S�j_ ^' r=+,m� yr�- N �. Z> -NZm ' m0m> COS �m '*ern \ m0 Cm i 0 mOr +, Crn DOS mzz �N Om r m m O z G o v? =cn Ln3 a / m cn v� n� pm � v ,/ rn N.m i 5�rnn*'Ia 0 .. p ( :� C rmrn•1. D -.�/� :p 0 F�m opp ®Z ; m -+per o�� m vmi> N nl w .n N Z rm T m O Z GD G. cn ®oo rn. coi m C a ,u o, t Z m 9 :�rn z 0 Z ., � ' IT1 rn ' �^ 'rv'� ' I C C m `-'" r n ,,� r'i 6' 7 6' � r N N V / M o'O Z m D II 1-6 (� v m MIN. r- ^ r CA o V3 O w�Rf X X OX NO?�a m��. k. .-.m C-0 Nvmi Z •r•, l /. Z 0�X Oor-cv" �Z... C1 r�.X a c�rn n- . _c �- g a 63 - 0 tlpmm a J r � Frnz mac' Ooz o� —{a ID _ _� , f,3� vCiN >c I naEfV3 z �� Amp �rn=( vmW,,m nmal i Z� zr DZQ -IN m H - Cep �O/O�m Z vC -a�„ C7 D m = a =1- cn -� G] N 9 v z_N crnn c- rn Sr i G> m < vv Ln - - �''-4v3m -i z rn m `I r- osZ=I' � A � cn wv ocaic ��� ra-� o� ��� �o 'so3 �� i- or `cz> �rooz o m z� ac�, �, o $Ao r-r' ao v. mllw-,�,. c �'� a c z v� a z �• . --0:0. -� c>-+ rm o v z 'w R•t- rnr�otiy� vgr� nip -irn r�® ' > c3 _ Z c>�'v o� vm� oot� m y=� �OP ars vvn� Z �� o �i� N\ mmc� �'a� �v� �o u3�m �� +� fi '� a�� c� op�. pr�,S,, /o <nc� ova;�z gym' �ngrvrn.: ,� �Nn N'c,, i zoCn o 9c rnc> ,o cn➢ y rvi9m ��> v/ N® _,z �vv= o y� D -0 m arn -ntz � o�Nczi3 � F` n a �rnz�rn :� pz\ v 1 _ '' r arc �� �m �� m v= t-c>N = p m-i Q � ,o z on. v �rNm rn 9 r*rn�tD �+ �� 70� cnnr�* /r �, N nv. v ar'' cn-vFA LA (� rn z m Wiz\ ..,.. N , i�s DRAWN: o 0o COMPLETE HOME & BUILDING PLAN CENTER 2 x 6 RAMBLER — CRAWL FN D CUSTOM HOMES•SPEC HOMES•ADD111ONS•REMODELS p BY: JD DP a l BASK PLANS•LIGHT COMMERCIAL DRAnNG SERVICES IRC 2009 r 0 COPYRIGHT © 2010 ALL RIGHTS RESERVED R REVISED: 07/01/2010 °oE 1915 MADiSON ST 425.353.0531 DESIGN L1NES,:INC. EVERETT WA�HINGTON $ .c;owt EVERETT, WA 98203 425.353.6086 FAX CQ -1W m _ � -Dm � N ( � 0 � � r � � � � � � .. �_W G)_N � (� rn (Jt � W N � -f Cn C!) �1C7 � t=' C7 � N � -i �7 fT1 2 Z Z r m m �- o mrn - Cn - r . -0rm D0 . _ . Co . _� r- = mz D -� � rn '� _ rnDDm -� . cn 0mM o � o, Z m O O DD0 r<r1D oC mrn - c � I I , :, ---I nzo � D rnDm m M > > M —0 m � DZN � -- D M ---'-00 00 c0 CnmZD m rnncn n-c� -P � rr1Z cfl -, � 0 � mtnrnD � zCn cn � � - ern -a m cn - n � -� ,� z � z � � -T1 r- 0 r mrnn N o oc � � — DDT - � c� n `m mcn �_ pvrT� 030 - D 'r r -Mr o �- � Z - rnz KO � X C rnrnoDO Z 0npn D z, Z rp � zDn � -� n � � � n fir- II r C� � rQXO`0 � DO z-iZ cn G� M z z -� O m mM0 m = m -� � Nm -� m 0" -� � r �' 0 � -� � Zn r n fir- � � n0 m _o � fTl DOD 0Dr- m O z ao cn � Zrn mrrl O0 zD0 7 0Kmc � � (A (A � � � o > D D n - 0 > Xz 0 7 � D o O moOD 00 z m D M 0 0 r �.� ' cn --ir- z m ; KX � z F- � cnm m D � m CA � �' mr N000 n - Cn z OC � D z i O DD � r2r1 � D 0 m � D C/)M n � C m �,pz Z � DO < < � O rT1 � � C m � K �,� �_ cn � .. � U) 0 - Z -D Cn � � � O _ Orr1 � r o zD � > z � � z D � z'� O � n � � � -° � � o0 0 cn c� z m � 0 � n > > -° � 0 M �� oN 00 '� D m D _ � n z I Z Z �? m ,� �, fTi r= n0rn t`? r fCTlDO -Z-iD rO rri � z zr � rn 0Dm Orn � � m mn 0 ^ 0 70 DO (n . �mjm rr1D j D r -° � D � K � 0 - (n _ � � mZ 0 � D D D � � D � r � � _non m D 0D Cn Cn Ono Q � ,� [DQ oD � z OD �', �, KC -, O D -0DO mM CnMF_ � > -q MC = MCD n nr-+� m Cn m CmD � rT) � � n o 0CD cnOrQ Z -I - m � � � mp z Dom - ZD 0 m C -1 cam -CD 1 m C M Z 0 70 m m 2 -1 p -< Z Z r C M 0 n UM p OmD - 020 G) rr 70 Z m CA � O n � D DD r � cD z � m D0 00 = rU) -ODm MM MC � m � m O m n - n DCnr,I - Q D n Ul 0 zc� z 00 -0� > m a— . p > D � D � � cnm - m 71 m o n 03 -r1 n rn , z D 0 \ r - mM X pO -I = 0 rn mD n 0 0 � -� F_ m Z N -< Z � - � p � = D m0 pn m n - m Zr1 � �_ O C/) 0 �' � -i � D D m c!� z - 0 3 Zr � � _ --i z D � o n n � � n 0 D n 00 m z r- \ rT1 n '0 C;) r = r1 0 --� r z rn D \� p � Mcc) D rn 0z � 0 �. p .W CX w --+'cn _ � m � � � n p Z � OE- ^ 0 Z 0 O C) � N � \ n � I ^ C -� O O .-_� cn m �7 C rr -I r- C m D - D � I p M � m C^ r Cn �. 0r_ N Z M: M � N -IOZ U) z m D � � D 0 {/) � � `� � {� ^ z v 0 m W -� D Cl) 0) r --� 0 Z- p m r O --� 2 � 0 rn D DOZ O = C I mp 0 0 � D -o z m � o Z m 0 o 0 � P � � Z rnDO � Z FT, � � K: MO0 -zip' Cam _ � pzcfl D Z G) Z � D Z pD 77 QD � mN �7 � 00 � rm- D 2O n - � U F— N -Tl rn 0 O ZON rn Cf) -i �I Cl) 0C) D0rn mCn (nnu ;:) -p D0C1d MrZ7WnN n n -7i 1 cfl n2 (J)`�1 00 W -irCO �I D0) Cn = CD MDZ -P -0 -< ' Cm mm - Z220 ' m ' � C/) m0 ADO ' O = mDo m_� - O0 � 0 ' QO'DQ z" nrn z � Q ' M OJ -i � m � 0 = G� DDO -� c m = D n > 0 _Tl ZD � D 7C �7 �Jm = zr > C D r 0r � n -0 � D -O nnr C- Dr D � Zrr � = � � � Dr- DDn < m -� C mrz Zn CD n � n z r � rn -i O 2M mom ZMn0 -7 > r- mrDzr-D -� mrr. 0m pm O r � rrn � -� � � pr- F7 C) 0 m � -0 � mn = Cl) f�l p r- C0co r OQ � cf) 0 mQ2 c) r- � CAm0Cn � 2mWc� Z z < C.n _ � Om � D - M � mZ zO0 � m00m � c7 D 2: r- � < cn < m < m � mm n cnn rn -im � nz � � U) _� 0 0 -� -t � D - rn0 � M 0Q 0 m2D0 - 0 0D � 0D � O � 0 DD D nz < L m Zrnc �> � O � C = � 0 � z0 � p � _ --i �O �12 (n 1G� * Dnm ={ Z � Z zrn < riD > O � -� F -fin C cn Zv) � c -� Z r � T► -D p pm mpm _ CC ADD n ,ZDjmn _ OzD � � � m -I COO � � Zm � � _ QM 0 --1 �- > M � MMt _� � tn -� � � M rW � z � zrn (A mpDnpz 7 rD D � D � p MCmcnm -� D � � 0 � 73m � m ` � D zmQ � � x ZC0 � C < Z n -r-► CA 0o'm F- 0-n CA z 0 D = n = r m - C) 0 fi r- _ -1 0 " (A W p -I -0 � CA nn00 m � mn � n F- CA� � = cn � � Dp MCA � U) -° C � = > o > m rz = ` 2 x" � m D DnU) � mm > m > �7 -� p D � y � � -� rn2rz nD mp � z � � Cn z � O ` � p � � z D CD � O`� Z � r C C r C -I M Q - � r- 0 - Z Cn Cn 0 Z - 1 m QJ fTl Z m �_ \ — m r r N m rr1_;) Z oon -I � nrn � p � r � mzn iD = o � � zo m - - m DD � O ` � 2 0zc� m N gD nm 0 _ D � - fin 0 = Z � = n2 M -� m ZZDOz C � -In CA I- Dz-Cn � � ` D _ D CAM c0 OrCA _ � � z � � Opz0m D D O 0 0QFrXo � � Dm O - � O m ) � r u) C/) rn r- -< C0 p m 2zR10ZZ < m (� �- 0_r � 0C rrlr - mn DO zrC/) -0 � z -0 -1� r m _ m nm CD0 m � - m m Q0r zr- m � � � Zz C � n � � � p � rp � D- z � oDz Z Wp iDm -10 (ADn ; ODz � � < m 0 -I20 � T = nm -< rD K � � DrO 0 D O: ' 2r 0D m = - -0 ___q co � m Q - U) 0 D ` = 0 = p � O > cl) r D -1 r- c)3 C m C � -I _ r � mF_ � ICI) ' Z > Ln - r- mm r C �7D - CoM � y rr- Z OJD � E c - flMCC) 0 Z m D (n _ nr 0M - z rm nC/) rn - � z0m CAM Z � O0 r- rr=;C � Z ) p -� fT10 (I) � � � D 0C1) zrCn- _� D ODD_ m � O � 02 -EZDn � � D � --i n � mCA (A0 - G p r- D = � m � zDMM = CDmz 70 CA - r- rnzD O Dnor - _ O -{ O � 7 m r,-� mpC p r � -p Om n r pr - Z p z - - ,�; 0C D m � z Oo � -� n � zoo0 zr SKr rnrn m0 0 -0 K 0D z 000 K rii m p -TIMMTl D D o (A ADM D Cz O p - rriz � � oCn � <,� D � CA D � � � Z � � I , � r CM D � r�� > Z—< -07CAMCn M zcn0 � -i p � _ � C � � � p -� m 0 � 0 � D Dz Doc -� n DDn = V) � O rn r z � bLAM C) � � 7D � o � � � p � ZOo m r- 0 00D _ � O ;Q � m � M m r � 0 r0 -� 0 � - D n = mzr-rl r,� mQ OZ C r mm M � z ' cA = rI M O � r- 00r mrn � 0 � z = D � D n � � p m rm o D _T1Z M DOTI C K Dc m z BCD - �- D0 p r2rl -- 0 � C0 _< 2 n � � � W Q -Tl Mtmi1. O __ .Dr r rn 0 CA r c0 nM 00 _� Cn _IJ m' n rn MN D 7 � Ui = M D = 7 - Cl) �lW :Z7CA DCnN T 20 pp - Cam . 0K Dx 0 r = . fT1C 70 r = zD I m . Z2 ' 700 m ;;am D z cDmD m (- D c) cn 0_D m = Kr- M - > M C) o � D -- D = � � 2 pm r c � zr n4 z 2D _ v) � o I O Cn C � czi) mrcmnm � D = 0r- > D D - -� -� -;0r � m � � CnO T � Oo rn D r � Z = 0 M- rS = m Z D � co M -a2 O O � 0 m V) m a - D zDpp � = z0 • � -I Z CC) Zz = MM Z D � 0 rTl -� WnW z OCn � G� 0u Dmo DO rn Z � D p -1 D no .0 D �7 r * zn m � -< D� I zG� s0 = ^ f zrrl = � �7 � xD rm m m � C r r r0 = - , C ; ao_ c� M - mm � r o D 00 = m Cn - CI) = Op : D M --rM Km F71 z €710 � - 2 m � nmz Cnrn a -� Cn r - .� CD M 2: Pq CJ) C77 D Z � 2 � nCn - 0 - � G�, vCI) � m - D G� Dp -� - nJ0 m D -T� -� Z mD O � p ,T m Nm r rn = - zn ZC �- � � D 7CA QZ � r= 3 Z 0 Z _ o (nrrl fir- 0 _ ,O Cl) ^ = mx c � r�1D L � K z ) nx 0 (D 0O D D D �7 -f - -r1 Z C - D m 2 z -� D" 4 , m - C Cr r- 0 � � D U) � O 0 700r77 D � rn � Cn001) or,� � 0gZ O z � cnm � rCon � rQ O n O z - m � =iD D -, CEO D � m Z - - K_ Drn z X � m O G Z 0 (� � � COD rim D m n = � c -� = D zn z m � � vzZzrnm z �1-77, m _ � p � 0z0O �7 z X = m �- "- 0 = Mz (� n00 < C� m lD' � m0 G z te r. - M Sc - 0 M m U) O cn � D 0 X z mnZ • r-=1 fi a- m Qn SZ �_ z m D or D 0 n z m _ _ D a 0 � p < DO � O D z � D � Z � 0 M rn72 mny �_ O -� � z - p rc, � � r � 00czi) _ -� D 0 oar 0 rr1 � 0 � 0O 0 � m � D � z � 0 > �_ � � oC o rrl n U) rm - z ' 0 z � � 0 n m -�.r D -I � C!) rn � � Cn � n -I M Cil0 � Z nM - M � D - m = m D -� C z p m z o CADm O -00 Cl)M -70 0 � On 0m= n z _ .c � � r� C� > mo Dr O � z0 � m 0 0 C� C D n z � D - 0 0 -4 z � � 0 Cn 0 2m � � nz - T z n _c� �. O -< -0 M7- 0 n � M 0 m m W0 � D C -� �, D O m p -� -� < 0 D z O - 2 �. 0m] m r�1D =jm G� - = = 0 � � z � � � Dz -I Z (,� Z m � U) z � CI) zZ D 0 U � � D < rn � > C/) � m � a � � � Orn � nzD = ` D mX D m > n z 1 �'' oo > C c -< c D m m , m m m m p n - DW m = D -i D77 © OrZrz�1 � � � '�1 = TO Q 0 --� � 0 � M Z m cno D p F 2D f- I N ---j (Ar,� rF7 cM0 = � DDp -� �_ _ � n 0 z (A K_ z � C (A � N o U) cn � 0z � r z0m _ N Z rCnM0 � MD m 0 G7 = p z C D D r`-! M c,; CC,,, cnom70r � rnN ry D C � -i = D � � -zI _ n � � � F r- Z n � .. D Co mD � � Zm � � 0OOz Cm Z Z 2 rr1 _ nm0 rn m < 7 0zcc) C 0 (D m C0 n � ZmCA > C)2 > m � 0 � n 0 � D mn � � D Z m K O m Cn \ z O r Con - = 2z Z D m � = r M C -I z m n - � 0 ' O Z0 m � r_ mD0 - Dr U) U) mr Z m � � c O N mzrn 0 0 m m rn - p N m MZ*Z = CZDr z7— p � 0 Z 0 Dim rn U) � -� � = 0) = � M � (_4 0- D � G7 � � r C � \ = nCn O Z n'mD r 0 C r>1 = . N z m O 00 = o - co r - ::E = M = O` tnr n Or= rn � � -� -� rn m z D 0 0 D �' � 0 -< > 7- Mm > OD OM --i zr rn me c aoU) p0 Z M O � P __1N � rn � � � m om 07M \ D z � � M -+ rn - p z OrD � -� Z m = D 0 p mC/) C� Dr�1`� z � COM mX � � D D D D �;m7 m z r � _ m C � Cn � F_ MG') n D � © mm O Cj z m (A C:c) mCj) n zm W 2r00 = rn � D � D t� I � -P 0 � m r0 u)> Z = 0Z _ L .m rn � w � Qr rpo rT1 2r m --i 0 m - m p D _uOMm _ � r r - r C 70 U) O DrO M M `E 0 D � - � = � nD = 0z x X Cn 0 r— r—0 0 rr,, r�,� 0 m � D,r�M rn � DD � 0 r cO pCC) r Cn = Z � DD fT1 nl M m f�1 � � m 0 p OD m D nmmC G) Cn C N C7 Cl) X Mrs W 0 z 0 = DCA0C/) n = x z � x n\ -,� D m am -a T -� O mCDOn -tZZr � m 0r D O = C;) D N Z b � M � 0y0 0 m 0 m m z0 D � C -� OmOrim r= co � m0 Z . 0 Z 0 r m CA Z C 'p: p m Z rn r MrU'r1rn � D = � D 0 p O . m cn CO -I ^ 0 ` r m \ D m eq 4. p - Z a C . a o I I I I I Structural Design Associates 1601 PLAN - 2802 ROCKEFELLER AVE o 3 5 X X 18 8 T H S I N E Everett, WA 98201-3774 0 00 00 ARLINGTON WA 98223 PHONE: 425-339-0293 FAX: 425-252-0916 Y�cv o� o� � o (j' o - � = m mom o � o 0 rn � � � zc � � Z r cn � °r° a mrn � z O � > DD � @vD > cu > � 0 � ;a 11 (n - Z -� rnD z rnOr -rn ; D ( z m � C � C� --p � G7m � n � � p /� Dip mZ �j p nmz - >-� ZZ � 0 M0m D � ;,'.:• ►r- 0z -� com C r m C7 p r o m C0 0 cn K � m D c o n = = M > rn _ z {7rnm rn ZrD � Z � -iD DmZF � 0 Dr D YG) O7 � o z r � ',.• s CO (-- �-r C rn D G� �{ Cn • -,-� 0 O fTl 0 Z m •p . °. v J m Z FT-1 1 � _ C - j C7 rn Z D 0 C n rr' o-� rG i Z G� e r rn m ,— U) m s .: .,: � ,zcn � _ Z r m D = _ U p : r °- Y r c i D'D , - z � � cc) (fm � � n _ a ° > D � _ _- m --Iu nr p r- p rr rn �� D CG) = D p D r ZZc� r � -op 00cnTI 0m m --i z o � . -� cnoz m OZ = O `�- PTO 'U Y� pm 0 0 U) > morn Z Z m70 � m� G) ZD � c� Z = z :.= _: cam -Dm Z Z > r cn z � m 0 oCyrnm m p = ram r p -i U Z ;u m Co m O M, ► r -TI r- r y 70 Dm _{p = m C -i0o o .0 � D cn 0 p C D cn m Dm -71 Z � C\ r- C7 rn �1Z r -D � n G) Cn n O, C7 m -H - rr- rn c � _ i p D --i _ N _ cn-{ 00 m m C (� p U) Z m C ITl 0 Cps ZZ o O Dm mom = z DC7 U) ADZ zM 0 z m m D Zm7 �' p � z co � _ m _ r-�c� - rnmo zoo Co pD O Z O D n C7 s C Z z 0 D o e o • a e e m S NP © �j �7\ •::p' U1 CZ -{P (I) —{ M -umDr o ON "� ;� D 0 = M . -� oZ \ n Z cn C�- �4 r - - Xr Z r0 _ _ rnrnG) I n _ O Oz �� r mZ mom � 00 I O 00 � FT-1 m m � m m �_o � n n � D � m z f rn Z r�ZZ p ; > G� n x p n D z D ZNcnm z � orn °' Z OZ 0 0 z G� cn O � o_o n m rn m D O �1 coc) m ; < �_z� � 0 0 O o C7 �� M - —rim D ��- nrpzrn m m r CU Z m _ cn DCA m ' � rn 0n nOzc� � O � � Z mn0iE : C7 - MOD 0 � D 4? � n0 _ D m � D D Z�?� C o co 0 - � zm D -� O o - Z > . p7 (D0 � m � m _ cn Z _ 0 p_n O p m rn < o D o �. z i � " � can z F- CC c -0 c� mac; ocno °_ c Z 0 } m ►-,� Z 0 O - U >m n � � C D D z C -� hl z Z n (n C � _ C rr- z '� o D O 1 Z m -,, m Z � C7 � 0 n -- c m m > n cn O rn - z II o K z _ (J} z nm n � o o mZ p C n 70 D = 0 _ Z O (-r-� � � -i m Orrn - Z � D 0 cc r- 0 � D r �_ D r �i O �n rrn I-,, z cz Z C O O m = m o M'c z N z C (� -i o r m - � _ y-vOpD � D 0 � �iD m D � �� rZp Z � � nD � t�+ o (n a m = D zD M (s' 0 c r m z Q _ D 70 Z COD o 4 1601 PLAN oLiI1I A Structural Design Associates p 4 o u m x 1... I I I I I 2802 ROCKEFELLER AVE 35XX 188TH ST N E _ 0 - � �, � � °,:: A Everett, WA 98201 3774 ARLI N GTON , WA 98223 PHONE: 425-339-0293 FAX: 425-252-0916 [� C� r � -� z fV -� x m to rn .z - � � QF D m D D � C Q x Z Z Z $k- J �7 ;a IF z � rnrn rn ➢ ➢ ZOm D D � m D - \ � r-- rrnZ �TJ- r m CD D '� p V� < 0 \ Cn D � r�I TI z D r � FT100 .. 0 > ` az D DDCD Im n � G� Oc��na � c � p ( � r 0C/) � z � � � Z = rn� 9r-n r- \T OZO � � � rD � D Orn _ �' � � -4 Nr rn moot-' a " r _ C7 m � � rn DC Ca 6� N 79 p -0 m � z o 0 p rm p 1— --i rn C: Z� rn 0 �:U 0 00 D p C BCD D t— D o Z Z I u) _ z C C �, ,� �7- -� c� -r z cn -i -► -� roc III z vz � -b rnm m �. mrn m0 - M . z :11 M --I I II Z lilllll O 0 �I I-1 Z cn II l > < I I-11 � N rn � � � �I p 0 � 70 D I - o I_I I . —_ _ � 0O � z �I ,I z F71 �IIiII _ r m = rn oN ON > � D r-rn,N C-) 0 IMII u) X r mp -i I-ccn � z � D 0D - i11_ m -� p - p -+ NU rn / rn �_ -ICI zD �C (f) W m nO@C� � nc � 0 r p � � x �D' O � � °' z � � z � p O O0 rpoo m -iCn 0rn _ Mr _ -I -1 f Ti z m C D � m cn � C/, 7 1 ;:7 � D = o m r f m @ � 0 _ (/) _ p r � m mC D Cp � � = s D o z \ � � 1— Sri m > _ D Drn D Z m 70 tT1 �_ OJ -I ---1 !'� z O 'D I D D F- m r p c� r r x m DDO ,D I--- O � r * n � co � zmrT�' 0p -rr 00 mp 0m o p � -� Z CO C 00 m U) O D O Co 0) r r- C-) N m � Z ,_ r- n . O < -ri -� CO - Dr C D D C m o z z V) -I -t -i tv � � O rm 0 m m-m m0 x DD � � r- ZO 'D �I D � � I--�--� > :'° � � � � o m ��p ,II�II �. v, C) X 70 � ---I D � -' � D O Z_ o m D CD > C O D 00 �J n e p � 0 D � COmz o O 0 CO � px o _ o-�o D oo C D � c � fir- CAD = m m c m � z 14 D �I� _m -� c� I I ` I Z D O co m � z _ Cn F77Om Z O V) m D D np @ rn �Dz f, mr- • --I r , , tv m -I c_ v� C� � O > nr- CQ ,' � mx Zm O _4 - co - o o .�m3 rZTlmO � m i y D cn o o D 0- - p (— _ O D � � � � I I r mr r-- - I \ 70 Z 7 p � E j{y mD 70 n m 0 p z DZ Drr--- O = cn � CU O r- 11 t rrO � m m D _� r ;,n � D C � vz D N " 70 D = D = zz m O � = oZ -'� C) ;a Xm 0 = _ o zoy7 � off' v) n Dm � - m 0 = m m z roc -ADD mz " r z � O m '0 � D p o � D m > C/') m � z j -� 17- 00 D � > D � �Cr_ DZ n mo D � � " r- -0 = m = ©CA m r X C7 O C r D D. mr-, C � cn - = C m rO z = DO = z0 �] oD Co . Ct� z �a � � -i m � � Z � D 0 Nj 0 Z DLp - O Z D @ � Get-- m m cn tV z D m o ' c� wx cob s H ALVER SON REMODEL III ( I Structural Design Associates _.. w x m III ( ( 2802 ROCKEFELLER. AVE = 1232 DON OVA,N LANE� WA 98201-3774 � Everett, w�. cn 's PHONE: 425-339-0293 FAX: `425-252-0916 EVERETT, WA 98201 4-' r