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Home My WebLink About6811 Shady Grove PL_BLD00195_2025 ARLINGTON SEWER SYSTEM Date......V:Z,-p. ....... ........ Permit AR 4Z- D te a Granted FTo ....................................................................................................... ........................... Property Owner .... ........................................ Address .........(013 ll 5 ToConnect .......SA.... ..........................................................Sewers Inspector's Report ..........I................................................................................................................................................. ..........**---,*-....... ............................ Issued .. .... .................................... Approved .... . ... . TOWN OF ARLINGTON Permit No. — / / City n� Alt L I e it NOTICE and Inspb tiotrReport Date Called —/o'L, Address Time Called / �0 Contractor By _ PIA ) Owner 40 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 below has been inspected and approved. Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. 0all ❑ CALL 435-578&FOR REINSPECTION—24 hour notice required. Inspector Date / I was present during this inspection. Permit No.' _� cifj nt A It 1,1 a GTON NOTICE and h,,pectiurt Repo Date Called —! Address / ' r Time Called Contractor By —� Owner 4 Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove �1 ❑ Foundation X 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. 44� lzkamL�- ( A If 4p Inspector . Date I was present during this inspection. Permit No. NOTICE and Ins ectio,i Report Date Called Address Time Called Contractor ( By Owner N Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing X Framing ❑ Woodstove Q� ❑ 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. c Inspector Date' I was present during this inspection. PermitP //�� City �� AF" ,N1MIN NOTICE and Inspection Report Date Called Q� Address Time Called cJ Contractor By Owner Requested b ' q Y TYPE OF INSPECTION REQUES ED ❑ Setback ❑ Reroof Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping Ej Footing ❑ Framing ❑ Woodstove ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In Plumbing ❑ Reinspection ❑ Shear Wall ❑ Furnace ❑ Other ❑ APPROVAL PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED YCorrections 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. Permit No. cite, q AIM INGTON NOTICE and InS rpectiu 'Report Date Called Address ./ Time Called �� Contractor .f�iE��/[� 4V By Owner Requested by A27k 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 ❑ ReInsp!09n ❑ Shear Wall ❑ Furnace I tether 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. Inspector Date A ell- 27 I was present during this inspection. Permit K /��— q NOTICE oand nspectia-n Report Date Called �C/�/ Address �G�/ Time Called f/ Contractor /L�✓2; By Owner Requested by Z4IUZY22 / — 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 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. Permit Nt �l Oily nt RAS V .I N G"PA) C NOTICE andliispectialn Report Date Called Address / _/� Time Called Contractor l Q/S�LC�►' By Owner Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm x 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. oil Inspector 0OX Date [ 7 I was present during this inspection. Permit No. ✓ Cii9 (,� AVING"INN NOTICE and n,spectian Report Date Called Address Time Called Contractor 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. `I 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. Permit No. ciit, �i ARI.INGTGN C -qo -- NOTICE and Inspeu,.,,,r Report Date Called '96) Address � 5 Al VQIJE Tim (led 5^ Contractor By / Owner j ",0/ Requested by TYPE OF INSPECTION REQUESTED ❑ Setback ❑ Reroof ❑ Insulation ❑ Plumb GW ❑ Roof Diaphragm ❑ Gas Piping ❑ Footing ❑ Framing ❑ Woodstove Foundation U)#11S ❑ 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. �l�rklisted below has been inspected and approved. J ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION—24 hour notice required. Inspector ate `—4PL:5r 'e-1 I was present during this inspection. C iPermit No. �r hj nt A It L I►\�"T 40 NOTICE and Inspecu,,:�:/; Report Date Called ®�� Address �l;f l t��ao Cv YOUR Time Called Contractor ) ;I�yIE�S By CP\ Owner 0-0wty e-f¢ PtOU2tZ Requested by gtC) 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 ><,W,,Ork ❑ Corrections listed below MUST BE MADE before work can be approved. 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. Permit No. city q Alit L 10'Qr""II NOTICE and Inspection Report Date Called Address Time Called Contractor 71! 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 ugh-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. 4- Inspector ate Ti I was present during this inspection. K 1 Cite of AaIt L I N (11F ON CITY HALL Cl 238 N. OLYMPIC AVENUE ARLINGTON,WA 98223 ❑ (206)435-578 ADDRESS { 4ftjRACTORWbPA&Ad1 LOT NO. (�� BLDG. PMT. $ ,qC1-1EDULE OF TIME FOR INSPECTION: DATE APPROVED COMMERCIAL STRUCTURES: SET BACKS. . . . . . FOUNDATION FOOTINGS .• - • . . . . . . . . FOUNDATION WALL. . . . . . . . . . . . . . . . . . . . . . . UNDERGROUND PLUMBING. . . . . . . . . . . . . � . . . . . . PLUMBING ROUGH-IN. . . . . . . . . . . . . . . . . . .''.�,, WEATHERIZATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . FRAME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . INSULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . SHEETROCK & NAIL. . . . . . . . . . . . . . . . . . . . . . . . . . FINAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . DWELLING : SET BACKS. . . . . . . . . . . . . . . . . . . . . . . . -� - ^ �1iO FOUNDATION FOOTING. . . . . . . . . . . . . . . . . . . . . . . . FOUNDATION WALL. . . . . . . . . . . . . . . . . . . . . . . . . . . �� l� UNDERGROUND PLUMBING. . . . . . . . . . . . . . . . . . . . . . PLUMBING ROUGH-IN. . . . . . . . . . . . . . . . . . . . . . . . . �- `a �� WEATHERIZATION INSPECTION. . . . . . . . . . . . . . . . . FRAME. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . S ��`l INSULATION. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ✓-� -olO SHEET ROCK do NAIL. . . . . . . . . . . . . . . . . . . . . . . . . S- d _ FINAL. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ALL GAS LINE INSPECTIONS COMMENTS : - �,� f i3Ofi1.Gj dQ STORM DRAINAGE. . . . . . . . . . . . . �- ��y� LANDSCAPING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . PARKING. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . J08 COMPLETED. . . . . . . . . . . . CERTIFICATEU�'OF OCCUPANCY. . . . . . . . . . . . . . . . . . DATE 4UILDING INSPECTOR `- jUlb1b Uveh bf1hHL,L - 81bH1 I�Ia�rHL�.Nb - Span (1) = 13.75 f4. Overhang = '. ft. w = 67 1bs./l in,ft. P( 1 ) at end of overhang = 293 lbs. R1 = 400.3455 lbs. R2 = 964.6546 lbs. V (max) - 520.904G P1 (max) = 17G9,071 ft. lbs. S req'd = IB.45987 bd r•eq'd = 10.41809 S actual = 21.39 bd actual = 13.88 Allowable defl (1/ 360 ) _ .4583334 in. At o.h. 0/ 360 ) _ .15 iri. Actual deflection (LL+DL) = .2642973 inches. At MI. =-•8.052513E-02 incheE,. USE --1 1 - 2 x 10 --- 412 Hern/Fir Joists t Iae"r-rdiroc; Ejcov s } ct I�o�� O.G , GARAGE - RIGHT Span (1) = 13.75 ft. Overhang = 2.25 ft. w = 445 lbs./1 in.ft. P( I ) = 770 lbs. at 6 ft. from left support P( 2 > at end of overhang = '440 lbs. pip = 123 lbs./lin.ft. for 6 ft. beginning at 0 ft.frorn left support. R1 = 3916.436 lbs. R2 = 5151.564 lbs. V (max) = 3916.436 M (max) = 13888.39 ft. lbs. S req'd = 83.33031 bd req'd = 35.60397 S actual = 94.3 bd actual = 42.2 Allowable defl (1/ 360 ) = .4583334 in. At o.h. (1/ 360 ) _ .15 in. Actual deflection (LL+DL) _ .3793583 inches. At o.h. _ .i631]8G ir�chr-s, USE --) 3 1/8 x 13,50 -•-- 2000 F G l u-Lana i D ca?J 1I F.d c,v c r•rs Ej > D 1 l�tf. GARAGE - RIGHT FRONT Span (1) = 11 ft. P( 1 ) = 5152 lbs. at 8 ft, from left suppcn••t wp = 724 lbs./Iin. ft. for 8 ft. beginning at 0 ft.from left support, R1 = 5090.909 lbs. R2 = 5853,091 lbs. V (rnax) = 5853.091 M (max) = 17898.3G ft, lbs. S req'd = 107.3902 bd req'd = 53.20992 S actual = 123 bd actual = 61.5 Allowable deflection (l/ 360 ) _ .36GGGG7 inches Actual deflection (LL+DL) _ .3437975 inches USE --) 5 1/8 x 12 --- 2000 F Glu-Lam i Deridirig gc:,vL-i^r',s ) i City of ton 3rd and Olympic (206) 435-6785 66 Arlington,WA 96223 Building Permit File Checklist Company NameN\V0'(�_y�,��_ `� _. �Y�% - -- Per T # Ownor 's Name.I � �a� r Job Addresa.l f Original hermit Application -date receivsd _�..HG `'I _. Original Construction Permit Copy = date issuocl _ Legal Description - on file _,__N/A Plans Requirement Checklist completed ... . . ...N/A _✓_ Planning and 'Zoning Review - ✓ completed Energy Cal.culationa - ,_._.�.._N/A _ W5EC : on file Field Inspection Record card issued Site Pl.an - _jefon file ._._.._.._N/A Copy of Plana - ; fin file .--.-.hanging see locator. ........-,..N/A _ destroyed storage llea lth Department Approval ✓N/A _ _on f.j..l.e _ ✓_. S.epa Checklist - ._✓_exempt N/A file {� Utilities Information ,Questionaire •& Application - -.-----,on file existing adequate Fire Department ;Approval _ N/A ' ✓comments on M.o verbal approval .by date time _ Airport Commission Approval _._l�_N/A n file Engineering Approval ___N/A ✓storm drainage verbal approval by date time Contractors Registration # „� ' 1 �' ('e.-, status . �'►1.JJ L __ expiration date Structural Calculations . N/A ____—on- file �._..__ Soi.ls Data - _-✓assumed stable soil on f_j.l.e N/A Certificate of Occupancy - ___; N/A ________ dat:e issurd �L!'AIaI.mi•I'l' UL VUULLC WAR", ' 1•hWfl U ANt ZUt ltl� RL:V CW f (1) Sl t'n: (9) Compliance WILL, % of Exemut✓_: Checklist allowable lot coverage : uois reyulred " allowed :J (2) Sljorelines ttauagement: Shown Permit required. Yea No Date of requires] permit:----- gore approved ' (3) subjecL Lo variances — not approved Yes No 4 Subject Lo coiitracL rezone s �I Yes No (5) SubjecL Lo plaL or short plat conditions : Yes No_ (G) t.oeaL vn- ou legally segregated , lot: Yes No (7) Subject• Lo SL•aL•e' Or local flood zone permit requiremenLs: Yes .No (p) Zoning Compliance: A . zone class ificat-loll: ,. � h. PermiL•l-ed use : Yes__ No__� C. If no , extension of non-coi:forming use: D . 1�1i1li.rssusn lot .size required. Shown____ • L . Yard requiremenLa: to ulred S1: 2 . Side --- 3 . Rear . L'. IleiylsL• limlL-aLions , maxinslm: —• ', C, ,,eteening requirement: Yes - Yes f No • II . I7ucasCaping, anti plrequired:. 1 . Patking: 1 . Uff-sLreeL parking required: Yes NO • 2 . Plan provided: Yestl .Yes tlo— -. 3 . Adequate larking l t.avi.clei yrov (?e ' Required Reviewed by: _ oftty ogperingtoiz 3rd and Olympic (206)435-ti185 Arlington,WA 98223 i DETU'. 2MINATION OF SEPA CATEGORICAL EXEMPTION ACTION OR APPLICATION TITLE: ---_----- - - rr lrIP� BRIEF DESCRIPTION OF ,ACTION: �=7�A ------ CODE REFERENCE ALLOWING EXEMPTION: WAC 197-11-800 PERSON MAKING DETERMINATION: DATE: i ..... L. ._.. .�...... :,.n. .. ..�:�. r�.«..`�v,�i�i��l��,i . -d: tY,77:,. ... . ♦ .,. .. . 1':,1:. -^'1I•T.'1"'r1rT...�.r't+-..y�,.... ........--- -- �1 UTILITIES CHECKLIST PER11IT N qq : DATE WMNAME 1�)l 1Lt_I1 . f l'��J YY ADDRESS �)��L�✓ Crcv�- TYPE OF BLDG V NUMBER bF UNITS WATER METER REQ l/. SIZE N/A HEALTH DEPT. APPROVAL l /A V (for ■eptic eyeteme only) GARBAGE CONTAINER PAD N/A HYDRANT LOCATION �-5/ REQUIRED N/A SPRINKLER SYSTEM (fire protection) CURBS �7T1 �� N/A SIDEWALKS k N/A STORM DRAINAGE1� N/A CROSS CONNECTION CONTROL v N/A BACKWATER VALVE H/A -E0 SPECIAL DISCHARGE INTO WWTP , (permit required) N/A COMMENTS OR SPECIAL PROVISIUNSi UTILITIES DEPT. SUPERVISOR DATE` i� PERMIT D ATE 1 rIA �n.ffvls VWDW.-',�'o —ldl-L-45km o c2nove- cc e, LU) U \ H L HES -��---' (44JROVED DENIED l| K N I � RESIDENCE FOR NORTHLAND HOMES, INC. Dec. 23, 1989 18214 Vineway Place (Lot 8-12) (Repeat for 6702 Oakland Place (Lot C-35) ( '' 6811 Shad Grove Place (Lot C-40) 18227 Woodlands Way (Lot D-22) ) Arlington, Washington Designer: Duane S. Rowett (Plan 245) CODE DATA OCCUPANCY GROUPS: R-3 and M-1 TYPE OF CONSTRUCTION: V-N AREAS: 2nd Floor 608 S.F 1st Floor 1017 S.F. Residence 1825 S.F. Garage 404 S.F. VALUATION: 1825 X $48.70 X .88 = $78,212.00 404 X $17.30 X .88 = 6, 150.00 084,362.00 PERMIT FEE: $572.00 PLAN CHECK FEE: 0371 .8O Dear David: The submitted drawings have been examined for compliance with the 1988 Edition of the Uniform Building Code. The following items should be corrected on the tracings 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. David: The drawings specify Simpson STC clips in the General Notes. You should check them in the field inspections. 5. The separation of the garage from the house should include: Sec. 503(d)3. a), The wall protection should continue through the porch area. b) The columns in the walls should be protected. c) The floor of the appliances should be 2 layers of plywood. Footnote 14, Table 43-C. d) Two layers of 5/8" type "X" GWB should be applied to the ceiling framing at 24" o.c. if it is to be a part of the 1-hour separation. Item 21-1 . 1, Table 43-C. i e) The garage door should be 1-3/8" thick. Sec. 503(d)3. f) All duct work in the garage should be 26 gauge with no openings in the garage. Sec. 503(d)3. 2 RESIDENCE FOR NORTHLAND HOMES, INC. Dec. 23, 1989 6. Flashings should be provided for all exterior openings. Sec. 1707(b) . 7. David: Note that the drawings have been changed with a blue pen. Both sets should be the same. You could refuse to accept the submission. 8. The structural specifications in the "General Notes" callnfor H.F.#2, but the details require D.F.#2. The H.F. note should be deleted. D.F.#2 is required for some of the headers. 9. Delete the 3 car garage option. 10. The maximum floor span for 2"x10" joists at 16" o.c. is 15' -8" center to center of supports. The Joists over the garage are exceeding the maximum span. 11 . The 2"x10" at 16" o.c. over the left side of the garage at the front wall break are inadequate in bending. 12. A spread footing should be placed under each end of the 5 1/8" x 16 1/2" G.L. in the garage. 13. David: Note that the drawings show the footings being installed in undisturbed soil, which is correct and should be enforced at inspection. 14. The drawings should show exactly which sheathing is to be used and not show additional alternates. Delete all references to the notes not used. 15. Spaced sheathing is not approved for shake roofs. Table 32-B2 (In areas subject to wind driven snow. ) 16. Wood posts supported on concrete piers should be pressure-treated unless the concrete is 8" above the earth. Sec. 2516(c)4. Note that concrete piers should be poured 7" into undisturbed earth. See Footnote 2, Table 29A. 90# felt is not approved in lieu of pressure- treated posts. 17. When post and beam construction in the crawl space is used, a positive connection should be provided at the post/beam 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. Sec. 2516(m) . 18. 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. 3 RESIDENCE FOR NORTHLAND HOMES, INC. Dec. 23, 1989 a) The shear panel locations should be shown on the floor plans and noted as shear panel . b) V -0" wide panels at the corners or as near as possible thereto and comprising 25% of the wall length to be sheathed should be shown for the lower floor. c) Detail #1, which is attached, was designed for a one story garage and will not resist the shear for the building shown. d) Calculations should be submitted by a registered engineer. 19. Landings should be provided at all exterior doors and should be not less than 36" in direction of egress. 20. Exterior steps and the steps to the garage should have 8" maximum risers and 9" minimum treads. Sec. 3306(c) . Note on drawings. I am sure that there is more than one riser to the garage floor. The greatest riser height should not exceed the smallest by more than 3/8". 21 . The skylight should be double glazed of CC-2 plastic or two panes of 5/32" laminated glass. Note on drawings. Sec. 3402, 3403 and 5207. 22. The chimney should have the front rebars extending into the footing. A 1" clearance to combustibles should be shown or noted on the drawings. Sec. 3704. 23. Glass within 12" of a door should be impact resistant. 5406(d)6. 24. The building should comply with the "Performance Approach Method" of the Washington Energy Code: a) The elevations and details should agree for the floor to floor heights. b) The gross wall area is close. c) The floor/ceiling area is incorrect. d) The entry door area is correct. e) The slider door area is correct. f) The skylight is correct. g) The garage door is correct. h) The net garage wall is incorrect. i) The window area is incorrect. J ) The net wall area is incorrect. k) The U-values of the windows should be checked in the field. 1) The drawings show R-19 in the garage walls. The drawings should be corrected. m) Calculations should be submitted for heating and cooling loads. n) Heating equipment should not exceed 150% of the heating and cooling loads. o) An engineer should be required to do the energy calculations. 4 RESIDENCE FOR NORTHLAND HOMES, INC. Dec. 23, 1989 p) The energy calculations should be attached to each permit application. Sincerely, L4 Jo n H. Farrens, Jr. David: Advise the contractor that if a third review becomes necessary, an additional plan check fee will be charged, and that all items should be addressed. Submit corrected plans to John. - 10M05 1.1�1C. t-omes For Nortl�-st Uving Iv 2%I 19 � 17 a— '}�L f1n1 2.15 � n o — x Bothell 405 Business Park, Suite 111 11807 Northcreek Parkway S., Bothell, WA 98011 (206) 485-1100 NOS hIcand �1 lonnes Inc. -Im Homes For.Northwest UvIng f I G/nn 1 XF}n�hS N 'PI rit') 2.� n 1�•� 9 r Bothell 405 Business Park, Suite 111 11807 Northcreek Parkway S., Bothell, WA 98011 (206) 485-1100 ''..� ` t►r �•c`, wt�9d" 0VETAIL �TRU C T U R E S it Aul� °fl� ~ ENGINEERING t STRUCTURAL \ CIVIL / A' �► �I E V E R E T T, WA. (206) 742-0861 PROD.ECT: DATE: PAGE: S U B J ECT•: BY: JOB NO: t i F-aK i _t:. . ._. . .�.. -. • 1 i I i 1 ! • ' ' i• � OV E TA,I L \ sTR U CTURES 7, ENGINEERING STRUCTURAL E V E R E T T W A 2 O 6 - "."•, .YyY-". J�2 O n�1� 'der �!•J,.}p•9.e► I'It �l/`rhl/ 7! l Ul1Tli-� I'/1GC: SUBJECT : IlY: JOB NO: qrr 7 I 1 , '/U'� /I �V� � fit//� i i• � t, _f.---� i � � I 1 � �• �1 li 1 • � •• I s rrr ! 1 F F r 1 ONT ELEV6�T I F— E ' I FLi iH WG TO 6L PWV,DED Q AlL LY Ti/GOR oTLH,N6.• 016� 60) , IZ-F euppe u*ue- , i OVETA,IL LSTRUCTURES s 1 JL.J ENGINEERING STRUCTURAL CIVIL ��•+ EVERETT, WA. (206) 742-0061 '',;�;•�.''x=',as. PROJECT_: DATE: ! RAGE: 5UBJECT': BY: J013 NO: 1 I 1 M TR.Br O f t tl I .... , .I. � ( i q , ' • ♦a.e � ]VE_!_.'R111iLMWLS ---..I....... . _ OICSJJ.10�__ �- • I r �n:�un rn�q N4. ' M �':�µ•:.earo: a,' .r. _z� • �_9 `,11 .I .w%.ivii�r�a i.�ro-o~y n a,•1 � �i`.a - _ _ _ __ LLL _ -.r.s.•..er.r o-u 1 • ' �.r na uoy.IM un.as !: I_ w- . •n•f rr.•I.1.a M r� A /.//tt``Tnt !<�H.>%'•(+1 ' /'1ST((I 1 4aw•wa I MI\IP,1. X .MI• Y• �WW{ S� ae.•uloal•.•,•• 1 � uy n••� �'�...l:.iK..ow - �-(l BIRTH G»`��'f1:t., .,....:T.m j +� c ".14 I ea•/L�e.a _ `.`IIIt']]w_-Z . Y� 1 LAONDRYY]Y1.�.R. 1 6DR /h_3 I 1 Sr,�t1l/ 1 I 1 i 1 ' N � • I a C I JR34 Z„ 4.v. uwa...r•.ro� I•.,••a. S-'r. I V'� - 1,00 I I I I i LL! 1 1 , ,I I I t + I V. Ili. j� T,3---- ti L-=�•� V. I�t ig BLC nVETA,IL \ i TRUCTURES K;, nor . yU:• y. ENGINEERING - �n., J STRUCTURAL \ CIVIL IfU.s_�:�i!1i.51 ;►1(l7 11C�ji1� ��%rl E V E R E T T, WA, 2 0 G 7 4 2—0 0 G 1 »� ";�•;.ti PROJECT: DATE. PAGE: m 0 SUBJECT: BY: i JOB NO: O-O�3 453 I �i 1 •\ i ti w` •a I 1 W '' vt 1 •rqq� A t' {4a.l•n.G t�'¢: I ', E 41�.il�urcj•� �I�� e�� 1 )� � � l • r .•�-3 y_ /'� ■1 �! i Li \♦ �Y �� Y i ��i I V w,wovNe.n vewee- a.•.. 1 i p S•• e• � hh � 1"� I�� 1 � .. .: .�, I,• `�1.1 � ,-.•... y "� a :�..:"m. a I I I [t•la�E --� .. . . - —• y_ ? +riJA •Il faN R •4A. I �a —.• /..�Iurlr. I —1—�I C•° ' ( � "'r rt•:r> •!:J' M.�r�s •,. � v; o....'• r• e r , � ,;,• f, pY1�}iY - I;-�I ��.•.. . —•i Il''"`lie :r.z _— . ._.a, II'•o...�:) e � o.H..�� I •o � I � .r a l..• .,.- A �... _L1.._.• r 1Vj,4 IU 'e o.r. _ a.e •r or LL ie�� — 1(t —,G1`• �I .1• ail �F`__cur,_ -_•_ _'_.--.I �— I\I1f i--• i �/' --t 10D1 �- •1 (��. -,Z,1�1-= z�7 2L 203 i.._.4. 1 I ii '+ �OVETAIL STRUCTURES \ uLWV ENGINEERING L7�y�'11)�Lj'� 2 STRUCTURAL \ CIVIL IIU��.z4i!`� tltufl� ��i�i]W� �I —�---•----- � .. �. I EVERETT, WA, 206 742-0001 IlUoJECT: DATE : PAGE: �zt�21�/ --2 �v SUBJECT : 11Y: JOB NO: A4,714 prtO A-y" 0 C., Ar lk!)e0o c �1/? tiJ tti� _..'......_�._ ' ' . : awl►�-° ' � a� 3x STUB. C�ob� � . .: .. ...• � ..�•:..� ' .... A .1. ,• c I i I � I � ' i i i 1-7 �-�� ••�'"C!�I�►(7't !mil l .�.�G��2. _.,__..�: � I. ._.,I. 71 qX 1-33 xz- t c (9k,!)All 07V ► ►: . P� O V E T A.I L `\ U�T R U C T U R E S �I < •• 11 x�#!I�. ;riili �� 'h [:NGINCERINGXV I I • line f !. �j�tr'� 1�J{'(�} I i I�7 1t(I1S: S 7 R U C T U rt n L C I V I L •-- IN t� � _ EVERETT, W/1. (206) 742 0061 ''.ai.. �. ..• p110J CT: DATE• RAGE SU13JECT•:' uy: (' JOB NO: i : .. l?G> M?t�O, lids .�r� . 1lop, u I I' ROOF DIAPHRAGM: Use I/Z COX� wOGt7 unblocicr.cl , n/ailed Lo ;joists with 8d nails at six ( 6) inches on cent.cr aL all supporLed panel edges , and' aL• twelve ( 12) inches on center along intermediate framing members . FLOOR DIAPHRAGM : Use 3/4" T & G plywood , till b1oc:kod , n;1i 1.od Lc> Io:i.yLs with lUd nails at six ( 6) incllc;; nn (,.oii1.c,r nl, nl 1 r111111 m ;• Lod pilliol oc ge"I , and nl: Chn ( 10) inches on center li1.0lig; iuLerm� �li :; l.� I'rnmin}; ulc'mllc:l'y . i - � - •iX3VlODK.. �TSI/Oq� �1 O V E 7 A,I L 7 R U C T U R E S ENGINEERING STRUC7UrtnL C I V I L I EVERETT, WA. (206) 742-0861 P120J,ECT: DATE: I RAGE: SU JECT•:' BY. JOB NO: ? c,;0-013 , o L) � � � q uv Cam: OVE T AIL \STRUCTURES . j,_7 "rd;4jrr �' '{ M1 •� ENGINEERING STRUCTURAL_ CIVIL I EVERETT, WA. (206) 742-0061 NItOJ,ECT: DATE: PAGE: 'W--fo • 7 SUDJECT-: ' UY JOB NO: . I . .. .(617 .- 7-1 14 PT 44 cw _ �.... , 1. u- � ...;. .... - . :.—r.—,..-•;- - .— --- 1 � 1 .. � .. �z /M s�l.�o o-� 3x• Sim�- , � C • I � . .• CUf�I�' t_•A- E•'�Cc'� c.%�'•• S•1>>p l.u•nt.c� C-�1 �AGG' 1� D. . � •''�« ti,.a�l`!�Ij`I FW,lj'f j �O V E r A I L \ T R U C T U R I.S 1 �:.ti 'f]., �{•JJIr_�II � It.l ENGINEERING t I .I•e }� � �� _{ f�J[+ �I STRUCTUItAL � CIVIL . EVERET7 VVA 2061 742-0861 HROJ•€'CT DATE: RAGE — SUBJECT';' BY: JOB NO; g0-o/3 spt�' I P.JTAV I I I . PC.T-m i t- I4umhc r �� -- `-i `, . t9W } P :f'-1 C I T Y O F A R L. 1 N C T O N APPLICATION FOR PERMIT TO INSTALL SIDE SEWER PATE December 12 Undprnign•_:r3 ,r„r a permit to i_nntall side ^�wor on .:he prem.i :: .. 111 the+ City ref Arlin•sv.rm, County, 4rsi�hi.rle.tt:ort . ciF?.:[:.ri-Led EoJ.lc�wR . Legal Lot C-kU Woodlands Sector 1 The st.rc►r�t address of the proporty In 601 Shady Grove Place T}hP cownnr of the. pro�misci;; is Northland Flumes Inc. Ownp:tr's mailing address 1180 N._Creek P'kwy. S. 0otfie1l VA 9801t -_ --- The dimensions and location of any buildings on the property , and the whale course -,f they :side zow it from thn pub.lir- sr,wer ro its c•onnet:L i-on with the bui.ldinq or prop"rty to be served is shown on thra attachod N*dei .gew,~r plat map. The side s"wer contractor who will install and f-ortnect. them- si d.T, rewer i a s Ac1dr�+3F of tRjdEe setVr?r c�ntr:,e-rn•r - - -• - - -••- ---- --- C can-, r Action of 0:,F�wrwr Superint:ondont. — ------- - ---- - — -.—Application denied___ 3-csr the fol l r,wAnq roanons : ApFli�.}atian Al�prnvt�d`I L''r�— 1' Zawith th�� f�>11c>wi.n�t n►r,di.fIc:�tic�n^ and :iil n�tl�rC� 1' w,l.r ..1;u e ] rl0-ndontr_ 'l'he `ewTr :`tipFer-irttondent may rs.-quiro the permit.t.ne to furnish him plans pertaining to thr, application and i snu,ance of the permit. Reference iL� made tr. Ordinance Nu. 387 of the City of Arlington for rulno rind regulations governing aide newern and connectirinp, with the public. newer . . ^ ` ` . 8UILDING ENVELOPE ENERGY LOSS CALCULATIONS ` COMPONENT PERFORMANCE APPROACH CONTRACTOR: NORTHLAND HOMES CORP. PLAN I "D. : PLAN 245 HEAT TYPE: GAS (75% EFF. > DATE: 1/15/90 -CODE REQUIREMENTS-` CEILING Roar. CODE TOTAL Vo VALUE from Tables 4-2 , 4-3, or 4-4 of the Code -PROPOSED CONSTRUCTION- WINDOWS _L)RL BACK -ROSII' FLOOR 65.69, PAGE 1 . | | | ' ! ' . � , . ' LL TOTAL SKYLIGHT SCHEDULE � TOTAL GLIDER SCHEDULE � / I M. :INSULATED-AS PER PLAN TOTAL ' -.1-L-STED. INSULATED-AS PER, PLAN | ' | PAGE 2 | JOISTS OVER GARAGE - RIGHT Span (LB = 13.75 ft. Overhang = ft. w = 67' lbs,/lin.ft. P( 1 ) at end of overhang = 293 1b!3, R1 = '100.3455 lbs. RG = 964.6546 lbs. V (max) = 520.9046 M (max) = 1769,071 ft. lbs. S req'd = 18.45987 bd req'd = 10.41809 S actual = 21.39 bd actual = 13.88 Allowable defl (1/ 360 ) = .4583334 in. At o.h. (1/ 360 } _ .15 in, Actual deflection (LL+DL) = .2642973 inches. At o.h. =-8.052513E-02 inches. USE - ) I - 2 x 10 --- 412 Hero/Fir Joists t IDeir—id i rorl r_lc_vEr,ri s ) GARAGE - RIGHT Span (1) = 13.75 ft. Overhang = 2.25 ft, w = 445 lbs.MY).ft. P( 1 ) = 770 lbs. at 6 ft. from left support P( 2 ) at end of overhang = 440 lbs. wp = 23 lbs./lin.ft. for 6 ft. beginning at 0 ft.from left support. R1 = 3916.436 lbs. R2 = 5151.564 lbs. V (max) = 3916.436 M (max) = 13888.39 ft. lbs, S req'd = 83,33031 bd req'd = 35.60397 S actual = 94.9 bd actual = 42.2 Allowable dell (1/ 360 ) = .4583334 in. At o.h. (1/ 360 } _ .15 in. Actual deflection (LL+DL) = .3793583 irirhes. At o-h. _ ,1631]86 inches. \ USE --) 3 1/8 x 13.5 -••- 2000 F Glu-Lam ( Lief a.. r3c,vaz+r-ri3 cf 1�750��.� Lek✓ GARAGE - RIGHT FRONT Span (1) = 11 ft. P( 1 ) = 5152 lbs, at 8 ft, from left support wp = 724 lbs./Iin. ft. for 8 ft. beginning at 0 ft.from left support. R1 = 5090.909 lbs. R2 = 5853.091 lbs. V (max) = 5853.091 M (max) = 17898.36 ft, lbs. S req'd = 107.3902 bd req'd = 53.20992 S actual = 123 bd actual = 61.5 Allowable deflection (1/ 360 ) _ .3666667 inches Actual deflection (LL+DL) = .3437975 inches USE --) 5 1/3 x 12 --- 2000 F Glu-Lam t Der,d i rrg t]S,v e.l^r,s ) Jurisdiction of RESIDENCE PLAN CORRECTION LIST { Based on 1985 Edition of the Uniform Building Code W Owner ] —I-,,c Plan Check No. Valuation Job Address �'�U '� l�C� Stories City - ' Floor Area: Sq. Ft. StateI 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 state law. GENERAL FOUNDATIONS 1. Valuation should be S 11. Specify concrete strength on plans. Section 302(b) 2. Show job address on plans. 12. Provide footings 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. 5. Give all dimensions on plot plan. 14. Provide slopped footings adjacent to . Section 2907(c). LIGHT,VENTILATION AND ROOM DIMENSIONS 15. Specily foundation grade redwood, foundation grade Cedar or approved pressure-treated loundation plates 6. Provide exterior glazed openings for natural light and sills.Section 2516(c). (openable exterior openings for natural ventilation) in 16, Boll foundation plates and sills to the foundation with 1 2" the following rooms as specified in Section 1205(a), bolls 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 diieclfy 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 underfloor ventilation equal to 1 sq. ft. of net 1207(a), opening for each 150 sq It of under floor area.Ventda- lion openings shall be approximately equally distributed on at 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. It. 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 sell-closing, light-fitting 1-3r8'solid wood door 23. Specify wood species and lumber grade for Horizontal for opening between garage and dwelling. Section 503(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 al 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 fireslopping 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. Providn approved draflsloppinq In the concealed space one side. Return ends of handrails or terminate in a bolweun the ceiling and Iloor above as specified in newel post. Section 3305 (j). Suction 2516(1) 4 A. 46. Provide at least one window or exterior door approved for emergency escape or rescue for every room used for sleeping purposes.Section 1204 28. Show double lop plates at lop of stud walls. Section 2517 (g). 29. Specify size of Headers for openings over 4'-0"wide. 47. Show localion 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 31. Specify floor)oisl spans to conform with Table No. 25- (a). U-J-1.Section 2517 (d). WEATHER PROTECTION 32. Specify ceiling foist spans to comply with Table No.25- qg, provide an approved weather protective barrier under U J 6.Section 251 7(h). 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 project 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 (or roof tile. Concrete or clay file should comply with an ICBO technical report or 36. Provide double joists under parallel bearing partitions. other approved data to show compliance with U.B.C. Section 2517(d). Standard No.32.12.Section 3203(d)3 F. 37. Provide a structural section which shows typical fram- 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 in 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 for one-hour lire- 57. Provide complete details for construction of fireplace resistance. Section 503(d),Exception 3. and chimney. 58. Post ollice approved numbers or address on the dwell Ing.Address shall be plainly visible and legible from the how water heater location. street or road Ironting the dwelling. Section 513. 61. Show how water healer 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) (sgnalure of Owner or Applicant) Date Checked by Date ACCOUNT NO. FILE CITY OF ARLINGTON WATEk-& SEWER DEPARTMENT APPLICA.iON Application is hereby made by the undersigned property owner for all water and sewer service required or used for any purpose at 6811 Shady rrova Plano in or near Arlington, Washington, for which I agree to pay in advance Lot C-40 Woodlands Sector 1 and-in accordance with existing ordinances-,' and regulations of the City, the follo ing es�atg, ar exact chargers will 4 be determined and payable immediately upon completion of the installation: FEB 71990 CITY Or ARLINTOty Engineering Fees. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . s r a Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . a . . . . . . . . . . . . $ W W Co N o o Tap-In Charge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s �QIl,.Q0 N U. 0 C O C3 w Equalization Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s W o_ Q a Z wa C- o v W Water Service Connection Charge (Metering Charge) . . . . . . . . . . . . . . . . . . . . . . . . . . �QII�QD m .rt W Z J O Sewer Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s r D Sewer Main Reimbursement. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Sewer Service Connection Charge . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . s SQQ.D1 Total. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s 1305_M 1 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 the following tenant, North 1 and Homes Inc, , to have all accounts for water 11807 N. Creek Pkwy S. Bothell WA 98011 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 lip 10 3 for any damage as a result of interruption of service from any cause whatsoever. X - jamem alb [l FR n.,rr CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.QQ 1 95 OWNER MAIL ADDRESS CITY ZIP PHONE 18G1?,—N Creek S Pkwy Batha 9801 � 4R5-110() M A HI EC O ES GN AIL A00RESS CITY ?tP PHONE DUANE ROWETT 353-0531 GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LIC NSE N NORTHLAND HOMES INC. NORTHHI 159 CG MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N CLASS OF WORK EjNLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK S 8410362 DESCRIBE WORK PROPOSED USL OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- idence TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL ESCRIPTION OF PROPERTY iSHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT�r-4() BLOCK OF 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 REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRU N. PERMI EXPIRES 1 YEAR FROM DATE OF ISSUANCE. I A SIC�ATUR OF NTRACTOROR HO IZ AG 1T DATE RL_. ` 6811 Shady Grove Place X 7- T�'1� (OFFICE USE ONLY) MECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) 6 0 AIR COND. UNITS - H.P.EA. 1 BAIEITUB 2 REFRIGERATION UNITS -H.P. EA. LAVATORY (WASH BASIN) In BOILERS-H P EA SHOWLR GAS FIRED A.C.UNITS-TONNAGE EA KI TCHEN SINK& DISP. 1 FORCED AIR SYSTEMS- B.T.0 MEA 930 DISHWASHER WALL HEATERS- B.T.0 M LAUNDRY TRAY UNIT HEATERS- B.T.0 M CLO I HES WASHER 9 nn EVAPORATIVECOOLERS WAIER HEATER CLOTHES DRYERS URINAL 4 VENTILATICN FAN 1800 DRINKING FOUNTAIN RANGE HOOD COMMERCIAL FLUOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS 4 no STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE&CHIMNEY SINK (SERVICE - BAR,ETC.) 1 WATER HEATER 650 1 GAS PIPING SUBTOTAL S28 SUBTOTAL ; 3650 PERMIT ; 15 PERMIT ; 15 0 TOTAL FEE ; 43 TOTAL FEE $ 5 1 0 SIDL YARD SE I BACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE 12/24 18 30 11-18-89 FEE 50.00 RECEIPTNO. USE ZONE LOT AREA VACANT SITE 21 2 R7200 7270 [ YES ❑NO FEES VALUATION FEE TYPL OF CONST. OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG -N R3 F' M 1 BUILDING ; 572 00 SIZE OF BLDG. NO.OF STORIES MAX.00C.LOAD 22 PLUMBING 43 00 FIRE SPRINKLERS REQUIRED ❑YES NO MECHANICAL COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY U.B.C. SEC.303(a) 4C!FEB7 Plan 245 „ WATER/SEWERFEES1305 00 TOTAL IPERMIT VALIDATION .y WHEN PROPERLY ID D (IN THIS SPACE) THIS IS YOUR PERM RECEIPT PAID CR#� f cc:ASSESSOR,APPLICANT,TREASURER, BLDG.DEPT. U114QgkG5OFFICIALDATE RECORDS COPY F I i CITY OF.ARLINGTON CONSTRUCTION 1�9 Ii PERMIT ❑ COMBINATION T W n �X BUILDING ❑ MECHANICAL Q' PLUMBING ❑ SIGN -� oWNLR PERMIT NO. MAIL.AUURESS CIIY Northland Homes , Inc . 11807 N.Creek Pkwy S . ' Bothell L198011 r48'5-1100 ARC111iLCT Of}DESIGNER ' MAIL ADURESS Duane Rowett C11Y zip rHONE G -LAAL S-VI41 KAL'IUR MAIL AD 353-0531 Northland Homes , Inc . 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JOBAUURLSS SIGNAIURYOFCC7NTRACTOR Olt AUTMIUUDAGENT DATE (OFFICE USE ONLY) / PLUMBING MECHANICAL* NU. TYPE OF FIXTURE FEE NO.WAILRCLUSEI (IOILL1) TYPE OF EQUIPMENT FEE ) BAIIIIUB AIR COND.UNI 15 -II.P EEA. REF ILIGERAIIUN UNITS-II.P.EA. LAVAIDRY (WASH BASIN) BOILERS-II.P.EA I SIIOWLR I KIICIILN SINK 6 UISP. GAS F1REU A.C. UNITS,- TONNAGE EA. FORCED AIR SYSTEMS- B.T.U, MEA I UISIIWASIICR ^ WALL1IEAIERS- B.T. . IH LAUNDRY RAY UN11 IEATERS- B.T.U. M 1 CLUIIILS WASIILR -� EVAPORAIIVE COOLERS URINAL 1LAlLR CLOT iIES DRY ERS URINAL VENI ILA IION FAN DRINKING I DUN IAIN I LOUR DRAIN RAN(;E IIUUU COMMERCIAL AIR HANDLING UNIT=. CPM VACUUAIBREAKERS SIoyi RUUI DRAINS - RAINLEAULRS METAL FIREPLACE 6 Ct11MNEY MINA(SERVICE - BAR,EIC.) / wATFR HEATER I GAS PIPING SUB IUfAL ' S t SUB TOTAL I PERMIT I PERMIT ) TOTAL rEE f Y 7'T01AL FEE T SIULVARUlE18ACK SIRLLISEIBACK REAR YARD SEIBACK PLAN CHECKNyjiSER PLAN CIIECK FEE _ FEE RECEIPT NO. USE NMI LOT AREA rr VACANT SIZE '�7"4Z' :2/ 5 2 2 P ES ❑NO FEES VALUATION FEE 11PEOt COyST• (XCUPANCYGRUUP N NO.Of DW ELLING UNIFS PLAN CHECKING VG SILL OI BLUG. NO.Of STORIES MAX.OCG.LOAD BUILDING / PLUMBING °Z fIRESPRINKLERSREVUIRED ❑YES NO MECI IANICAI COMMENTS STATE BLDG.CQDE ENERGY CODE IURCTIARGE PENALTY U.B.C. SEC.]0)(a) WATER/SEWER FEES TOTAL NOV 1 610 �H4 PERMIT VALIDATION MIEN PROPERkY VALIDATED(IN THUS SPACEI TIIIS IS YOUR PERMIT i RECEIPT C 'Y (fF ATLINGTON PAID • CRN, BY cc,ASSESSOR,APPLICANT,TREASURER BLDG.DEPT. BUILDINGOFFICNI RECORDS Copy DA'c