The URL can be used to link to this page

Home My WebLink About501 E 2nd St_240_2026 aye ARLINGTON SEWER SYSTEM Date............. .. ..... ...........q-P................. Permit No.(:?(--l-+ sox Granted To --------------------------------------------------------i . ------....................I........................................ Property Owner ............................... ............ ........0......................................... Address .............. ....... ToConnect ... ..................................................................................................Sewers pi a --------------------------------------------.................... Inspector's Report .......................................................... ...................................................................................................--................... ...... ............ --- ............... Issued By. ..... .... . .............................. Approved..... A-1 TOWN OF ARLINGTON 7`1� 'TON Permit No. NOTICE and Inspection Report Date Called — K/ Address Time Called Contractor 4A"!Tl By Owner / Requested by TYPE OF INSPECTION REQUESTED Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. >(—Work listed beicw has been inspected and approved ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. S � do Inspector Date �� I was or., d ng this inspection. Cifi, of .:RIANt —IN Permit No. NOTICE � and Inspection Report Da te a Called �J �i2 0 Address SV i S1• Time Called Contractor r v By Owner ^ Requested byr�— TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL PARTIAL APPROVAL 25 ❑ VIOLATION ❑ CORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. 1 Inspector Date I was present during this inspection. AMAIN' "ON Permit No. NOTICE andIn �ction Report Date Called Address 2nR EYe4JLC� Time Called Contractor By Owner 822,9k n/t ,�� Requested by fo.5-p-' �2 TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing / Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION _DK. CORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved. ❑ Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ALL 435-5785 FOR REINSPECTION—24 hour notice required. e, / S Inspector Date I was present during this inspection. PermitN,. ,� Crty nt '�iP"-!�N ��9 NOTICE and Inspection Report Date Called\� Address Time Called Contracto By ` Owner { Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation 0 ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. xWork listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. V _ - e w 4!�t Se Inspector Date l 761 was present during this inspection. f Permit No. _-r City r,t mat It L I T IO NOTICE and Insoction Report Date Called v Address Q ,c--0 Time Called 7- �CJ Contrac o 64 C By Owner Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof X Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. Inspector Date I was present during this inspection. Crf Permit No. � y n� j�iC��'N' , NOTICE and Ins . ction Re ort _ Date Called Ad Time Called � � ntractor By6Owner equested by TYPE OF INSPECTION REQUESTED ` �(�q0 ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm Gas Piping .1 `sr r- ❑ Footing Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other PROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Work listed below has been inspected and approved. ❑ Ple contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. s Inspector Date I was present during this inspection. �ov.�.D �l K� 3j 1� �i� 1p.;oo.�v►� Permit No. _ City n� as J O N NOTICE and Inspection Report Date Called Address 5 o' e. 2-J 51- Time Called `mot ` Contractor By ! Owner f Requested by � i vi TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab )� Roughdn Plumbing ❑ Reinspection Shear Wall ❑ Furnace ❑ Other APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. Kwork listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. 111110-1 -------------------- Inspector I was present during this inspection. ,i r, DUPLEX )FOR GARY A. PETP�SQN 501 East; Zxbd $t,;eet . (Lot 9-10 Gifford 1st Add.) Arlington, Washington Jan. 22, 1990 Designer: Hamestyles Plan Service (Plan 523-4A2) CODE DATA OCCUPANCY GROUPS: R-3 and M-1 TYPE OF CONSTRUCTION: V-N AREAS: 1866 S.F. Residences 584 S.F. Garages 50 S.F. Porches VALUATION: 1866 X $48.80 X .88 = $80,134.00 584 X $17.30 X .88 = 8,890.00 50 X $12.40 X .88 = 546.00 $89,570.00 PERMIT FEE: $594.50 PLAN CHECK FEE: $386.43 Dear David: The subuti,tted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code. The following items should be corrected before the permit is issued and resubmitted to me: 1. You should ensure that the city agencies such as Planning, Zoning, Public Works and the Fire Department approve of the project. 2. The fabricator of the roof trusses should be approved by you prior to fabrication. Sec. 302(b) . 3. The manufacturer's truss layout should be submitted prior to the permit being issued. Sec. 302(b) . 4. The plot plain was not submitted. If the lot is not level, elevations at the lot corners should be submitted. The building should be located no closer than 51-5-1/4" to a property line. Sec. 504(b) . 5. The building should have 5/8" type "X" Go on each side of the studs on the wall between the two garages and between the two kitchens, extending to the roof sheathing. Sec. 1202(b) . 6. The garage should be separated from the house with 5/8" type "X" GWB on the walls between the garage and the house on the garage side, including in the storage closet, and the walls supporting the trusses. The ceiling should have two layers of 5/8" type "X" GWB. Item 21-1.1, Table 43-C and Sec. 503(d)3. The floor of the garage storage should be two layers of plywood. Footnote 14, Table 43-C. 7. The door from. the garage to the kitchen should be 1-3/8" thick, solid core, self-closing. Sec. 503(d)3. This includes the attic access door if located in the garage. 8. All duct work in the garage should be 26 gauge with no openings in the garage. Sec. 503(d)3. DUPLEX FOR GARY A. PETERSON -2_ Jan. 22, 1990 9. The electric hot water heater and furnace are appliances and should have Pilot lights and burners up 18" above the floor. Sec. 503(d)3. 10. Water heaters should have seismic tie-downs. Sec. 504 U.M.C. 11. Flashings should be provided for all exterior openings. Sec. 1707(b) . 12. The finished shower should be installed over a material not adversely affected by moisture to a height of 70" above the drain inlet. Sec. 510(b) . 13. The window schedule should be explained. Every roan used for sleeping should have one window not less than 5.7 sq. feet with a minimum clear width of 20" and a minimum clear height of 24" with a maximum sill height of 44". Sec. 1204. 14. Bedrooms, living/dining room and kitchen/laundry should have a window not less than 1/10th the floor area with 1/20th being openable. Sec. 1205(b) and (c) . 16. The drawings should show the opening vents. 17. The non-bearing walls should be held down from the bottom chord of the trusses with approved fasteners (such as Simpson STC clips) to ensure that the truss chord will not bear on the wall. 18. The roof structural framing members cannot be structurally checked until a truss lay-out showing the location of the hip-master trusses has been submitted. 19. David: Note that the typical header is a 4" X 12" D.F. #1 and is required in some locations. Also note that joists and planks are D.F. #1. 20. All wood in contact with concrete which is in contact with earth should be pressure-treated. Sec. 2516(c)3. 21• Wood posts supported on concrete piers should be pressure-treated unless the concrete piers are 8" above the earth. Sec. 2516(c)4. vote that concrete piers should be poured 6" into undisturbef earth. See Footnote 2, Table 29A. 9074r felt is not approved in lieu of pressure-treated. posts. 22. Where post and beam construction in the crawl space is used, a positive connection should be provided at the post/beam connection and the post/footing connection to ensure against uplift and lateral displacement. The connections should be attached to both sides of the beam and the post with 2 - 16d nails in the beam and 2 - 16d nails in the posts. posts at footings should have post bases. Sec. 2516(m) 23. At least 1784 sq. in. of net free foundation vents should be provided. Approximately 2378 sq. in. gross with 1/4" mesh. The correct number and location of vents should be shown on the drawings. Sec. 2516(c)6. Seventeen 6" X 24" vents are required. The net area is only about 750 of the gross. 24. The attic should be divided into two areas located above the wall separating the units. Sec. 2516(f)4B(ii) . DUPLEX FQA GPA' X A, PE ON 73,- ,Tan, 22 f �99_Q 25. Plywood roof sheathing should be bonded with exterior glue. Sec. 2516(i) Spaced sheathing is not approved. Table 32 - B2. (In areas subject to wind- driven snow.) 26. The Washington Energy Code requires 2" X 6" studs with plywood sheathing. 27. The building must have bracing in accordance with Sec. 2517(g)3 and Table 25 V or engineering calculations must be submitted for different methods of bracing. a) 41--0" wide plywood panels at corners or as near as possible thereto and installed so that there is no unbraced section along the wall exceeding 25 feet, for a one-story building. b) item (a) applies to each of the walls. c) The 4'-0" wide panels must be shown on the floor plans before the pexmit is issued, and noted as shear panels. A note is not sufficient. 28. Concrete foundation walls should have #4 at 18" o.c. each way with two #4 rebar in the footing. Sec. 2614(d)l, 2 and 5. 29. The footings both interior and exterior should be poured in undisturbed soil to the top of the footing. footnote 2 of Table 29-A. 30. Brick veneer anchor ties should be provided to horizontal joint reinforcement of No. 9 gauge. Sec. 3006(d)l(i) . 31. Asphalt shingles should be applied to solid sheathing covered with 15# felt. Table 32-B-1. 32. If the attic access opening is located in the garage, it should be a 1--3/8" solid core door with a self-closer. 33. There is a conflict in the size of the attic vents shown on the drawings. The vents are shown as 16" X 8" in detail B/2 and 16" X 4" on the roof plan. The drawings should be corrected. All attic vents should have 1/4" mesh screen. 34. Landings are required at all exterior doors not less than 36" in direction of travel and not more than 7-1/2" below the threshold. Sec. 3304(j) . 35. Exterior Steps and the steps to the garage should have 8" maximum risers and 9" minimum treads. Sec. 3306(c) . Note on drawings. 36. The chimney should extend not less than 2 feet above the roof. Sec. 3703(f) . 37. Chimneys should be anchored with two 3/16" strap anchors at the ceiling line with two 16 d nails into 2" X 4" ties at each of four trusses. Sec. 3704(c) . 38. Chimneys should have 2 inch clearance from combustible materials. Sec. 3707(h) . DUPLEX FOR GARY A. PETERSON -4- Jan. 22, 1990 39. The building should comply with the Washington Energy Code: a) Glazing should be Class 60. b) R-38 insulation on the roof/ceiling for electric heat, or R-30 for gas heat. c) R-19 insulation with 2" X 6" studs for exterior walls and walls between garage and the residence. d) Calculations should be submitted for heating or cooling loads. e) Heating equipment should not exceed 150% of the heating and cooling loads. f) Water heater should be on an R-10 pad if in the garage. David: Advise the contractor that if a third plan review becomes necessary, an additional plan check fee will be charged, and that all items must be addressed. Submit corrected plans to John. S' erely, Jo H. Farrens, Jr. Permit Humbr-_ C 1 T Y C F A R L I N G T O N APPLICATION FOR PERMIT TO INSTALL SIDE SEWER DATE January 12 x;j90 Undersign.-Ad applies for a Fermzt install si.dt! -ver on the uremi 3e.:; it the City of Arlington, Snohomish County, Wa;zningtor_, de-zcri becf an tc'llows: Legal DAgcription : Lots 9 & 10 Block 1, Giffords First T}ie street address of the propF:rty in- s_ 501 East 2ndt Street The. owner of the premises s.: r7 GB -A.- Peterson _ ----_ - Owner's mailing address 8518 rtonte Cristo Dr._Evetett -W 20$4- The dimenntons and location of any buildings on the pr'--p r-ty, and t: to whole course of the side sewer from the public sewer to its c:,�nnection with the building or property to be served is shown ,gin the =ttach+--d oi,ie- sewer plat map. p The side sower contrar-tor who will install l aria r.annect the s�,i de "; ac r ; Address of sides- sewer contractor. 2a at:are o� applicant Action of Sewer Superintendent - — ---'� - — — Application denied_ , lg fr,r th following rs_asons VApplication Approved_F- 7s �- with the following modifinations rind r'hAttgeE-- Signat;ire c.f ;Nsrjr :'uperi tend_nt - The Sewer Superintendent mAy require the permittee to Aurnish him plena: P-rtai.ning to the application and issuan -e of the permit . Reference in made to ordinance No. %f'.7 of the City of Arlington fc�r and regulations gov4arning side sewers and nonnec7-ticn3 with Yh-: public se etr. — — i I ACCOUNT NO. FILE CITY OF ARLINGTON _ WATER & SEWER DEPARTMENT APPLICATION Application is hereby made by the undersigned property owner for all water and sewer service required or used for any 501 East 2nd Street purpose at Lots 9&10 Blk 1 Giffords 1st in or near Arlington, Washington, for which I agree to pay in advance and in accordance with existing ordinances and regulations of the City, the following estimated charges, the exact chargers will be determined and payable immediately upon completion of the installation: Engineering Fees. . . . . . . . . . . Water Main Extension. . . aoo 3 a z Fire Hydrant Installation . w . $ m �wa r� Street Repairs. . . . . . . �`� c� r- Tap-In Charge. .50 + 250,00 ' Equalization Fee . . . , Water Service Connection Charge (Metering Charge) 79 .00�t Sewer Main Extension. . . . . . Sewer Muin Reimbursement. . . . . . . . . . Side Sewer Permit(s). . . . . . . . . . . . . . Sewer Service Connection Charge . . 50�Q + 50,00 . _ $ "' ' -- Total. . . . . . . . . . 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 If the City, or any such ordinances and regulations 9 passed hereafter. I hereby authorize the following tenant, Gary A. Peterson 1 8518 Mote Cristo,Dro, Everett, WA 982Q8have all accounts for water kept in his name under Account No, 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 of rates or any other reason and assumes no liability for any damage as a result of interruption of service from any cause whatsoever. 03s3 ,vrr�F . . . FIRE DEFARTMBVT APPFA]VAL FORM -- ~ APPROVAL NOT RE-Q. HOLD i � \ � CB .�_ UTILITIES CHECKLIST PERMIT DATE / `V NAME ADDRESS TYPE OF BLDG NUMBER 'OF UNITS WATER METER REQ SIZE �� N/A HEALTH DEPT. APPROVAL N//A V1 (for septic systems only ) GARBAGE CONTAINER PAD ✓ N/A HYDRANT LOCATION ��4 REQUIRED N/A SPRINKLER SYSTEM (fire protection)= CURBS G 7YJ2m1✓G N/A SIDEWALKS- L(IS7A H/A_ STURM DRAINAGE ,,Sl%2�--N/A CROSS CONNECTION CONTROL ". N/A ✓ BACKWATER VALVE N/A i SPECIAL DISCHARGE INTO WWTP .(permit required) N/A COMMENTS OR SPECIAL PROVISIONSs '4Zl UTILITIES DEPT, SUPERVISOR DATE_ a -C'ity of 4¢1thngton 3rd and Olympic (206)435-5785 66 Arlington,WA 98223 Building Permit File Checklist ompany Name _ AvL4 Permit nd Owner's Name ..� ._. . ... t ST Job Address.- ✓- Original hermit Application -date received 2-- _.- Original Construction Permit Copy - date issued _ _-✓ Legal Description ,/ on file N/A Plans Requirement Checklist - __ completed N/A __✓ Planning and Zoning Review - completed ...- ...-N/A Energy Calculations - ._.._N/A .--je" on file --__ Field Inspection Record - ._-___,fob card issued -_✓-- Site Plan - _. ✓ on f ileN/A ✓_ Copy of Plans - ✓_on file _hanging en locator. ' •;,•,,,_„_,_N/A •_._destroyed ,,,___�storanA ✓leaLth Department Approval - ✓ __•_N/A ____.onf_i..l.e Sepa Checklist = .__✓exempt —N/A on fi.l-e Utilities Information Auestionaire •& Application - .-_--_—N/A _ on file __-existing adequate Fire Department Approval _ _ N/A ' _ comments on file+ verbal approval .by _ , date time Airport Commission Approval ✓ N/A _on file Engineering Approval ____N/A �_ storm drainage verbal approval -by r date _ time Contractors Registration # f Status _N/A expiration date Structural Calculations __ '.N/A oh' file Soils Data - _ _assumed stable soil on fi le N/A Certificate of occupancy - _N/A _ dat:e issued City of 41th 9ton ; Id and Olympic � (206)435-5785 Arlington.WA 98223 W,-40 DETERMINATION OF SFPA CATEGORICAL EXEMPTION ACTION OR APPLICATION TITLEt C) --- BRIEF DESCRIPTION OF ACTIONt �X --- ------ CODE REFERENCE ALLOWI•NO EXEMPTIONt WAC 197-11-800 -- -- i j: • f. PERSON MAKING DETERMINATIONt DATE: "� �� DEPt11t'1'I-161-IT U1 1'U13bic WOR!, 1_L11td111NG AIJU ZUIJIIJG ItLV1CW �U'�� `�• (1) S B VA ✓ (9) Compliance with % of � Checklist allowable lot coverage : UIS required allowed tb (2) Shorelines Itauagement: shown _ Permit required: Yes__ No Date of required permit _ mor es _ approved ' (3) ;subject to �riance :Yes No nvl: approved (A) Subject to contract rezone : Yes No '✓ -Qv (5) Subject to plat or short plat conditions: . Yes Nv (6) LocaL• ion on legally segregated . lot: Yes No (1) sub_jecL: L-o SL-aLe or local Llosd zone permit requirements: Yes No ✓ (0) Zoning Compliance: • � Q f A . Zone classiLicaL•ion: U. Permitted use : Yes_�No__� C . If no , extension Of non-conforming use: ___ D . t•1ini.11juun lot .size required: . Shown_ T- r1• L•' . Yard requirements: lteuuired Sh 1 . rront 2 . Side 3 . !tear '30 l. lleiyhL• limiL-ations , maximitn: • . G. Screening requirement: Yes ✓ Nv • II. laandscaping.. and plan required: Yes_✓ No_ _• 1 . Parkiiiy : 1 . ULL-street parking required: Yes,_ No • 2 , flan provided: Yes- `/NO _• ' 3 . Adequate parking provided : Yes - No _ • ltequ d_4.o Provided Reviewed by: Jurisdiction of RESIDENCE PLAN CORRECTION LIST Based on 1985 Edition of the Uniform Building Code Owner_ 4�p,�.k- 1 Plan Check No. �-"'�� Valuation 8R, 71e Job Address (:::�n `��.� 1— Stories Z City f',. (P/l`f'7YL_- Floor Area: 0SC Sq. Ft. State— COMMENTS OR ASSUMPTIONS: Corrections checked below are to be made on plans before permit is issued. The approval of plans and specifications does not permit the violation of any section of the Building Code or other city ordinance or stale law. GENERAL FOUNDATIONS i. Valuation should be$ T �C/ 11. Specify concrete strength on plans.Section 302(b). 2. Show job address on plans. 12. Provide fcolings with a minimum depth below finish natural grade of_inches Section 2907(b). 3. Give name of person responsible for plans. 13. Extend piers and footings 6" _ below inside exca- 4. Submit fully dimensioned plot plan. vated grade Table No.29-A 14. Provide slopped footings adjacent to . Section 5. Give all dimensions on plot plan. 2907(c). 15. Specify foundation grade redwood. foundation grade LIGHT,VENTILATION AND ROOM DIMENSIONS cedar or approved pressure-treated foundation plates and sills. Section 2516 (c). 6. Provide exterior glazed openings for natural light (openaole exterioi openings for natural ventilation) in 16. Boll foundation plates and sills to the foundation with t 2" the following rooms as specified in Section 1205(a). bolts spaced not more than 6' apart. Embed bolts at least 7"(concrete or reinforced masonry)or 15"(unrein- forced masonry).Section 2907(f). 7. Where mechanical ventilating system in bathrooms is 17. Specify garage foundations to meet requirements as for used. provide live air changes per hour directly to the a one-story building. Provide cross section on plans. outside Section 1205(a). Section 302(b). 8. Provide a 7'-6"(7'-0")minimum ceiling height. Section 18. Provide under-floor ventilation equal to 1 sq. f1 of net 1207(a). opening for each 150 sq. ft.of under floor area. Ventila- tion openings shall be approximately equally distributed on al least Iwo opposite sides.Section 2516(c)6. 9. Minimum room sizes: 70 sq. ft. with 7'-10" minimum 19. Specify at least a 3-1 2" thickness for concrete floor width; one 120 sq. ft. room required. Section 1207 (b) slabs on grade. Section 2623. and(c). 20. Specify pier sizes and provide foundation sections.Sec- tion 302(b). 10. Eaves over required openings providing light and ven- 21. Provide 18"x 24" under floor access opening. Section tilation not to project within 30"of property line.Section 2516(c)2. 504 (a). 22. Provide under floor clearance as specified in Section 2516(c). FRAMING 40. Specify self-closing, light-fitting 1-3/8" solid wood door for opening between garage and dwelling. Section 503 23. Specify wood species and lumber grade for horizontal (d).Exception 3. and vertical framing lumber.Section 2505. 24. Specify panel identification index for plywood floor and 41. Show garage framing. roof sheathing. Section 2505 and Table No. 25-S-1. Plywood roof sheathing shall be bonded with exterior 42. Show size of header over garage door opening. glue.Section 2516(i). 43. Provide lateral cross braces at plate line of garage. 25. Provide wall bracing as specified in Section 2517 (g). Bracing required at corners and 25 feet on center.Sec- tion 2517(g)3. EXITS AND SMOKE DETECTORS 26, Provide approved firestopping in walls as specified in Section 2516 (f). 44. Stairways: Maximum rise 8": minimum tread 9 mini- mum headroom 6'-6": minimum width 36". Section 3306. 45. Provide a graspable handrail for stairways on at least 27. Provide approved draflstopping in the concealed space one side. Neturn ends of handrails or terminate in a between the ceiling and floor above as specified in newel post.Section 3305(j) Section 2516(1)4 A. 46. Provide at least one window or exterior door approves for emergency escape or rescue for every room used j for sleeping purposes.Section 1204 28. Show double lop plates at lop of stud walls. Section 2517(g). 29. Specify size of headers lot openings over 4'-0"wide. 47. Show location for smoke detectors.Every dwelling shall be provided with approved smoke detectors located in 30. Provide 22" x 30" (30"x 30") minimum scuttle to attic. accordance with Section 1210(a) Section 3205 (a). (Uniform Mechanical Code, Section 710(g)') 48. Install a smoke detector in the basement.Section 1210 (a). 31. Specify floor joist spans to conform with Table No. 25- U-J-1.Section 2517(d). WEATHER PROTECTION 32. Specify ceiling joist spans to comply with Table No.25 U-J-6.Section 2517(h). 49. Provide an approved weather-protective barrier under wood siding Section 1707 (a). 50. Specify an approved flashing for exterior openings. 33. Specify roof rafter spans to comply with the applicable Section 1707 (b). table. Tables Nos. 25-U-R-1 through 25-U-R-14. For this protect refer to Table No. 25-U-R-_, Section 51. Waterproof balconies, landings. exterior stairways and 2517(h). similar surfaces exposed to the weather and sealed underneath. Section 1707 (c). 52. Dampproof foundation walls enclosing a basement 34. Brace roof framing to bearing partitions. below finished grade by an approved method. Section 1707(d). 35. Provide rafter lies where ceiling joists and rafters are not parallel.Ties shall comply with Section 2517(h) 53. Specify method of anchorage for roof tile. Concrete or clay tile should comply with an ICBO technical report or 36 3 . Provide double joists under parallel bearing partitions. other approved data to show compliance with U.B.CC Section 2517 (d). Standard No.32-12.Section 3203 (d)3 F. 7. Provide a structural section which shows typical Iram- 54. Specify shingle nails to be galvanized,stainless steel or ing conditions for this project.Section 302(b). aluminum. Section 3203(c)4. 55. Specify a minimum slope of_inches to 12 inches for GARAGE Section 3203(h). 38. Do not show openings from garages directly into a room 56. Install masonry veneer to comply with Section 3006. used for sleeping purposes.Section 1104. Provide details to show how veneer will be attached to supporting structure. 39. Finish garage walls and ceiling adjacent to or under dwelling with materials approved lot one-hour lire- 57. Provide complete details for construction of fireplace resistance.Section 503(d).Exception 3. and chimney. 58. Post office approved numbers or address on the dwell- 60. Show water heater location. ing.Address shall be plainly visible and legible from the street or road fronting the dwelling.Section 513. 61. Show how water heater and furnace will be provided 59. Provide every dwelling with approved heating facilities. with combustion air. Section 1211. Additional Corrections: These sheets are a part of the plans and shall remain attached thereto.Mate corrections as indicated above. Rechecked and approved (Sign Here) (Signature of Owner or Applicant) Date Checked by Date CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.00240 OWNER MAIL ADDRESS CITY ZIP PHONE Gary A. Peterson 8518 Monte Cristo Dr. Ev-eret-t? leCa. 98208 337-1208 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE Homestyles Plan Services 6800 France Ave S, Minniopol is 55435 1 -800-547-5570 GENERAL CONTRACTOR MAIL ADDRESS CITY IC_ ZIP PHONE L NSE# Frank Olander 27614 84th Sr. NW, Stanwood, Wa. 982_90 652-5496 FRANkt130 MS MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE—� -OCENSE Barron Heating 4176 Meridian, Bellingham, Wa. 98226 676-1131 BARROHA 17907 PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N Anderson Plumbing Arlington, Wa, 98223 JCPLU 137 MP CLASS OF WORK ®NLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK $ 85,500.00 DESCRIBE WORK Construct New Duplex PROPOSED USE OF BUILDING Duplex I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DES(RIPtION OP R Y SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK 9-10 16d -6- LOT BLOCK OF .I&i ffOrd 1 ST Add to ArI i-ngton WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATIN 'STRUCTION OF THE PERFORMANCE OF 4554-001-009-0001 CONST U ON.PE IT EXPIR S 1 YEAR FROM DATE OF ISSUANCE. SIGNAL.LXV,05tONMCrORORAUTHORIZEqAGENT DATE JOB.>UURLSS 01 E. 2nd Street Arlington X (OFFICE USE ONLY) MECHANICAL PLUMBING NO TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE 2 WATER CLOSET (TOILET) 41 00 AIR COND.UNITS -H.P. EA gAIHIUB 41 00 REFRIGERATION UNITS-HP EA. LAVATORY (WASH BASIN) BOILERS-H.P. EA SHOWER I GAS FIRED A C,UNITS -TONNAGE EA KI ICHEN SINK& DISP. 4 2 FORCED AIR SYSTEMS- B T.U. MEA 18 00 DISHWASHER 4 On WALL HEATERS- B.T.0 M LAUNDRY T RAY UNIT HEATERS- B.T.U. M 2 CLO I HLS WASHER 00 EVAPORATIVECOOLERS 2 W'AIERHEATER 4 00 CLOTHES DRYERS URINAL VENTILATICN FAN 18 00 DRINKING FOUNTAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC.) WATER HEATER 2 GAS PIPING 3 00 SUBTOTAL $ 28 00 SUB TOTAL $ PERMIT $1 1500PERMIT $ TOTAL FEE $ TOTALFEE $ SIDE YARD SETBACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE 20/16 24 20 12-29-89 FEE3j4.73 RECEIPT NO. USE ZONE LOT AREA VACANT SITE 21503 MR 1 9,360 VI YES ❑NO FEES VALUATION FEE TYPE OF CONST OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG 386,43 11 70 N R 1 & M 2 BUILDING S SIZE OF BLDG. NO.OF STORIES MAX.000.LOAD 2450 1 4/4 PLUMBING 41 )0 FIRE SPRINKLERS REQUIRED ❑YES NO MECHANICAL 4 COMMENTS STATE BLDG.CODE Permit issued subject to ENERGY CODE SURCHARGE . 0 2,00 6 0 U.B.C. PENALLY owner paying for their portion of paving SEC 303(a) of alley- This fee to be payed at t i'me the WATER/SEWERFEES alley is to be paved. 70 TOTAL k? PERMIT VALIDATION ` WHEN PROPERLY VALIDATED (IN THIS SPACE) THIS IS YOUR PERMIT&RECEIPT I a- Qqr.` PAID CR# BY JF cc: ASSESSOR,APPLICANT,TREAS -B t3"G7MPT - ILDIN OFFICIAL � _F;F- DATE RECORDS COPY CITY OF-ARLINGTON • CONSTRUCTION ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑' PLUMBING ❑ SIGN PERMIT NO. wNIR __ MML.ADUq[SS CITY flIONE ARCIIIILCI OII D/[SIGNER /}7aJyT- X/,t v; 33 -A p�j MAIL ADDRESS •r, ZIP IIIUNE T L a5terct 1' ctN A ON UK MAIL ADO ESSN c I4Pe 7rf, •i C lip MUM lIC NSt MUI r fcALLONI AAL I�i c�c2 ant/ /1• All STils,,, TAIL AUURLSS t wco S,1-SyiG r....�'d! o CIIY i lip NIEN1E LIC(NS(1 r(UM81NI,CUNIRACIOR /� �A/4 -s �� > � MAIL ADDRESS +G //3i f3/ iP�CGyaQ/ dt� •� � M ,„ ' ' TJ .. IIY ,..7 ll /HONE tICtNSk 1 We CLASSUI WORK NIW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLIIION VALUAIIONOF WORK ❑BVILUING RELUCAl1UN ukxgnE wuRK . PRurUSI U USE Of OUILUING y. I HEREBY CERTIFY THAT I h1�VE READ AND EXAMINED THIS APPIICA- tLlAIUISERIr IUNU17RUrkR1Y SIK„YNlELUWUKAlIACIIIOURCOflES LION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- SIONS OF LAWS AND ORDINANCES GOVERNING TI I15 TYPE OF WORK '` WILL BE COMPLIED WITH WIIEIHER SPECIFIED IIF.IIIN OR NOT. THE _ JI GRANTING dF A PERMIT DOES NOT PRESUME 10 GIVE AUT I IORI TY 10 VIOLATE 04*CANCEL THE PROVISIONS OF ANY TAX ID NUMBER 011IER STALE ORLOCAL LAW.REGULATING CQNST RUCTION OF TI IE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. IU{AUURLSS SIGNAIURFOFCQNIMCIORORAUIII)RIZEDAGENT - DAIS 'i (OFFICE USE ONLY) PLUMBING MECIIANICALi •. 'r , No, TYPE OF FIXTURE Z WAILR CLOSET (IUILLII FEE No. TYPE OF EQUIPMENT FEE BA1111UB —_T AIR GUNU.UNITS -ILP,EA. y LAVAIURY IW'ASII BASIN) REFKIGCRATION UNITS-II.P,LA. BOIL�RS-II.P.EA SI IEINLR ' GAS FIRED A.C.UNITS•—TONNAGE EA �i KI ICIILN SINK i UISP. FUKCED AIR SYSTEMS*_ MEA r i •� UISIIWASIILK — _ � LAUNUKY IRAY WALLAMAIERS— B.T.IJ, M UN11 1EATERS— B.T.U. M CLOIIILS WASIILK 11AILK IILAILR E VAPOR AIIVE COOLERS URINAL CLOIIIES DRYERS r f VLNTILAIION FAN I)KINkING(DUN I>111i 1 LOUR DRAIN RANGE IIOUD COMMERCIAL _ — VACUUM BREAKERS AIK IIANULING UNIT —•. CPM KUUI DRAINS - KAINLLAUEKS SIOV SINK IS[KVICE - BAK,EIC.J MEIAI FIREPLACE l CHIMNEY �— WATER HEATER ! —' �'- GA5I'IPING — -- r SUB IDEAL PEKh11T SUBTOTAL I � PERMIT { lUfAl FE �j •• � •'TOTAL FEE 1 - SIDIYARDSkIOACK SIRLlIS[IBACK REAR YARDSEIBACK PLANCNECKH4MBER FLAN CHECK FEE Usk [Cxvl - .` FEE l01 AEA _II RECEI►1 NO. i f � VACANT SIZE X YES ❑NO FEES VALUATION FEE 11PL 01 EONSI. OCCUPANCY GROUP NO.Of DWELLING UNIIS•' PLAN C1IFCKING VG i SI[!01 NO.01 SIIORILS MAX.000.(,DAD BUILDING ti'• i �® PLUMBING ' T - FIRE S► INKlERS REQUIRED ❑YES �kNU INECI IANICAL �! COMMENTS 1. s1nIF Bloc.cgDE — ' ENERGY CODE SURCI IARGE )(1 .La I '= PENALTY ~ I U.B.C. 30] �'1 1 1 Ell V WATERISEWER FEES /�. X r A TOTAL --j • r P(kAI1T YAIIDATION DEC 2 9198� "II!L"►ROPER4Y VALIDAIED ONIHIS SrACU 1111513 YOUR►ERMIT R RECEIPT • P�D— �. � CRO- BY CITY OF ARLINGJbI cm ASSESSOR,APPLICANT,TREASURER,BLDG.DEPT. ' Ou1ED1N(,OrrlclAk DATE RECQRDS COPY'' o � a / fiRKrN6 PLLEY �6yl, - h _ 1 � F- 1 v y y .. - - /Ui Ae A (r i RLLE�Y