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Home My WebLink About19225 62nd Ave NE_3699_2026 cittj od RLINGTON NOTICE and Inspection Report Address 7i Z ,? z z 'eei:j Contractor f A R Owner Al�L�1C/ �f✓N Requested by TYPES OF INSPECTION REQUESTED ❑ BLDG: Pmt. No. 7 ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. ❑ Footing ❑ Framing ❑ Foundation ❑ Drywall Nailing Final ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other APPROVAL ❑ PARTIAL APPROVAL VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑l APPROVED FOR OCCUPANCY subject to certificate of occupancy. "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 ate I was present during this inspection. Oity od 8111111t 1.1\1:'1'11 NOTICE and Inspection Report Address _<- / 7-4 Contractor Owner Requested by TYPE OFINSPECTION REQUESTED El BLDG: Pmt. No. , 65 1�' ❑ MECH: Pmt. No. LBG: Pmt. No. ❑ Footing ❑ Framing ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy. ❑ 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. ,pp cite og SKI.INGTON NOTICE and Inspection Report Address Contractor Owner. Requested by V'r� TYPE OF INSPECTION REQUESTED ❑ BLDG: Pmt. No. 36 L ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. ❑ Footing ❑ Framing ❑ Foundation ❑ Drywall Nailing ' ' al ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other PROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy. VK-Watk 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. ovangggjo �1Y - Inspector Date I was present during this inspection. Cift� n� 'CLI`GT11 NOTICE (ainnd Inspection Report Address Contractor Owner /L/ �� ,C/L� li✓ J Requested by r {�/ TYPE OF INSPECTION REQUESTED �DG: Pmt. No. ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. ❑ Footing ❑ Framing ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy. ❑ 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 / G1 Date v � 1 I was present during this inspection. - IT79j City, ot ®ItLIN GFTON NOTICE and Inspection Report Address^ MJM !lqIn I ✓j CVI AX Contractor Y Vl S 'A Owner VV�S,1I(A.1 �' Requested by ,VV TOLN/ //��//��TYPppE��OOF INSPECTION REQUESTED 000 ❑ BLDG: Pmt. No. _ OV ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. 1' !� )[-Q�lub"�_ •__` �( _ QQ r) El Footing ❑ Framing C_ rU6�R_r' ❑ Foundation ❑_Drvwall Nailing ❑ Final ❑ Concrete Slab ❑ Fireplace and Chimney r i VPPRO ON �— ` " � WIRED ❑ Corrections listed below r) �" w rn yr Y I(y) 'oved. ❑ APPROVED FOR OCCUI Work listed below has k ❑ Please contact inspector and arrange ❑ Was not able to perform inspection. ❑ CALL 435-5785 FOR REINSPECTION — 24 hour notice required. spector e 7— � 1 was present during this inspection. 0itt, o� RAIL ItLINi:,r41N NOTICE and Inspection rt Address Contractor Owner �i�i/�-� Requested by INSPECTION REQUESTED 1 'B6DG: Pmt. No. ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. ❑ Footing raming ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION 7;9 ,ORRECTION REQUIRED Corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy, ❑ 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 I was present during this inspection. Ot�,j o6 f It L I N i'1'11\ NOTICE and Inspection Report �p Address Contractor 4/+�. �► %� Owner Requested by TYPE OF INSPECTION REQUESTED ❑ BLDG: Pmt. No. 3 ❑ MECH: Pmt. No. PLBG: Pmt No. ❑ Footing ❑ Framing ❑ Foundation ❑ Drywall Nailing ❑ Final ❑ Concrete Slab ;F4-aough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved El APPROVED FOR OCCUPANCY subject to certificate of occupancy. P;rq: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. ('ift, of JAL ItLING,rON NOTICE and Inspection Report Address S 7 /� ./if Contractor �/�� K Owner �/1 cz Requested by GXI;F TYPE OF INSPECTION REQUESTED z/, ElBLDG: Pmt. No. < ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. ❑ Footing ❑ Framing ❑ Foundation ❑ Drywall Nailing ❑ Final Concrete Slab ❑ Rough-In ❑ Fireplace and Chimney ❑ Furnace ❑ Other PPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy. 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. ,VA i i Inspector to-74 V —4 _' �( v` / ✓V" I was present during this inspection. uolloodsul slyl 6uunp luasaJd sem I aleA_� r Joloodsul J / � � 1 I'►3 /� ram'. �- i -paJlnbei eollou moll VZ— N01103dSN13H 803 WL9-9£V IIVO -uopoodsul wJolJad of alge lou seM -luewlulodde Jo}96ueJJe pue Joloadsul loelu03 aseald •panOJdde pue paloodsul uaaq sey molaq paisil NjoM *Aouedn000;o aleo!p000 01 loafgns kONVdn000 dOd (33AOaddV ❑ } 'panoJdde eq ueo)IJom ejolaq MVW 38 ISM molaq palsll suolloanoo � (Mm038 N00038a00 ❑ N01iVIOIA, J IVAOaddV IVIiHVd ❑ IVAOaddd Jaylo aoewn3 ❑ Aauwigo pus ooeldaJ13 ❑ ul-46noy gelS alejouoo ❑ Ieu1d 6uIHON IlemAJQ ❑ uollepunod 6ulweJ3 El6ulloodX 'ON 'lwd :983d ❑ 'ON Iwd :H031N "ON 'lwd :D0I8 El (]31S3nD3d N01103dSNl d0 3dAi �� ,. r✓✓��y� Aq palsenbad Jaumo ssaJppV ;ioda}i uolloodsul pue 30110N N411 A,`1171 V 40 `)Q 4 ✓�� 04/.0.6/39. City 01 ,a It [A I "® ,I,II ` 036.99 . DATE PERMIT NUMBER BUILDING CODES DEPARTMENT TEMPORARY Certif icate of Occupancy Building Address: 18931 59th Ave . NE BLDG #502 Lot::. .. ............... Block ... .,.........-... Addition: _...-............................. Owner: ,.. Wes-t.a.r, ,Pro-pe.rttes................ ...Address: . 19012..6,1.s.t..Av.e.., NE_ Occupancy Group:.._ B--NZ—,. _. ............................,....Land Use Zone:,... __,.hN-� _- Construction Type of Building:,-.,V_-,N..................... Occupied as: .W h.-d,r=e h o,U.S e - Occupant Load: .....1.0., per unit = 5.0......................................................... Additional Information:........Tem.pora-r.y. .C.-of._.Oa.fo.r -60-.days,..pr.ov:i.di.n.g._...., ompletion t and compliance of the City of Arlington hey ��.................... - ,a_...._............. Site Plan Requirements are approved and inspected by_ the arlington Building Department .................................. .. This Certificate is issued pursuant to Section 307 of the Uniform Bu'd g Code and is to indicate the above described structure is approved for occupancy. Building Official's ignature THIS CERTIFICATE MUST BE PERMANENTLY MAINTAINED IN ALL BUILDINGS OR STRUCTURES REFERRED TO ABOVE-If the building 0(structure is used forany other occupancy than that listed,an application for change of occupancy shall first be made to the City of Arlington Building Codes Department. etau MOT13M I JAI A :X3njaqu :)3,0 1.0 - �ri j t Fa. S U)QIt gin .1 f �. p t=�!• ya j t>aJ ItVYW40391 't0 !�Dn[ t fijTM3 tmd flPi tN ttlaP byJ3�,aant Nrra brti Ar,�q• -�r a'ris� l i:��l �e �� •'" i2 u:.t,W 1%f0 C < W OI as P 10'� ari t D 1{A1 Y,K� �I �1i1: ►� i 0117- - %},S•v :'l� � �fll:''i iL�1 tQt••-i � - �t� r'I�S11p��oittiitf0 !! �-r ust�� r- - "'wlu1�p'ht i 1 r�ram.-v�(�Q!i =.-,u�yi{�..c:� 1YS,R'i 1'�r<�tn_wui i i wv w��nnw�i i��Tri orl►K-i��r�3t�'�-f��N1' go A'Ili wi't I TIC NYIII XAM a i Io�PA I•ip�l> •Ir^v�-�l�M 1'��/ly t 1 -�la co = D D fD K m m Gov, m o �.. c+ co ° m aw Z U �n o w 0 J a C+ v o -v D woo 3 O cam. y. W O C (D w-0Z v, LkOCD m a T � \ 01 � � CJl $ m 0 -n co+ O iL °o m 'n s z s -n = '� l0 (A0 0 a n tD p 00 D D \ y m S w N z < m 8 c D o a Nam cD a (A � O wmn g % � Z ro m m FA m m C O n co Z C � Z CD N n 0 > 1 BARc < <j N A m W M Z 8 co C o C vZ - 1 0 N e O c m Z w m � z ITt ° 3 TIC v n v co 0 mn V 0 0 -0 a 0) 0 w�. c 0 a ° m a `° m s �y a a C: m coo fp pD 3 3 m m n w Z W CTi ' r 5' z � m w z 29 = o v 0 c V O 3 m $ rn a CD CD 0 3 W n 11 O' - > 13 c c c 0 0) 0 r cn o c < w m Z 5 Z LA = p m O 0 00 D m o 7C _ W nn n ^ N � �--1 N� dl ° 0 `0' n 4.0 p y l0 3 o O 3 C F- $ y � ZZ c29 0 0 W `Ocn n 2 t SUGHOMISH HEALTH DISTRICT Environmental Health Division Courthouse, Everett, WA 98201 '' 1531o5-4-012-000� 339-5270 p A •, (Property Tax Account Number)„ APPLICATION FOR AN ONSITE SEWAGE DISPOSAL PERMIT ®New ❑Renewal ❑Redesign ❑Repair, ❑Alteration ❑Alternative Applicant Westar Propert. -S _ Phone Mailing address P. O . Box City A-r1 ; ngtnn Zip�Ra2T For installation at 192nd St NE City Arlington Sec._15 Twp.� Rg. .�F— Legal•description A44 rig;ton Airppr't Lease r1 ra ntg t Short Plal/LLS No. R1 rl g n Loth RR Plat Lot Bik. ' Type of Building: Newer_ Existing SFR Duplex No. Bdrms. Commerclal_�Other Water Supply: Public X Name City of Arlington (Attach Letterfof Availability) I Private Source Protective Covenants ' I Attach a detailed drawing to scale of the onsite system Indicating: soil log holes,' drainfield lines,"100% reserve area, contours, elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any proposed or existing well within .100 feet. SOIL LOG 1.0-2" Top soil; 2"-22" .Reddish brown gravelly loamy sand; 22".-52" Olive Brown gravelly sand SOIL LOG 2.0-2" Dark brown top soil ;. 2"-18" Reddish brown gravelly loamy sand; "-50" 01 ive brown gravpl I y ga nd SOIL LOG 3. SOIL LOG 4. SOIL LOG 5. 1 SCS CLASSIFICATION Fvprett SOIL TYPE 2 APPLICATION RATE 1 - 2 gal./sq. ft./day DEPTH TO HIGHEST SEASONAL GROUNDWATER (in nches OBSERVED ESTIMATED X DATES 6 / 87 SEPTIC TANK SIZE 1000 gallons TRENCH: SQ. FT. 352 WIDTH 24 Inches DEPTH 24-36 inches ; REQUIRED COVER SOIL: - DEPTH inches, and VOLUME= cubic yards Signature of Designer , License No. 21158 Phone No. 653-5669 Address__Q5 Cedar St B-1 City Marysyi 1 1 e ZIp9822-Q_ Date. 9-26-88 DO NOT WRITE BELOW THIS LINE Application Denied Date / / Sanitarian Pending: (Date) _ PLU001 160.10 1 TIITiiE7--160.W --- —---- rHANGr 0-00- APPLICATION AP PROVED—L,::��Date M / 17 / 9" SSANITARIAN G b` W 2!j PERMIT ISSUANCE APPROVED,��Date ITEM 1 t—SANITAR EL— I —144 PERMIT ISSUED: (Date) / /Dl SgBY PERMIT- NO. 17D ,� Called For Inspection: (Date)_ By Installer _ Renewal By Date / / Final spectio�n�I By Date See reverse side for additional information ' IJ,�j1un 88-168 ly o-r�S d �t 1. 2s Mq�c ca 14,9 %� 36Z,55C,AL _ ir- r I SI LF aF TRENCH r=X IST7 Ky-, C e AO EjrLLI ENT PuIV W,LL 4 e R-e-gw eeb. SGA LE 13 C-Dr, SO-Z AeLINC--rnoN /NIV—pof--T L671*3r TRACT5 4-1, LS- ZS �t 4 ' ` s ►� �ulLD1�C� r502 z ze \� ton' t ' � �t r S Gp1'LL TANK- � �• ro 01 LANO SCc�( AR. � zoos - -- ----•-.. (�6TA IZ �531o =4-=v1"z�c�) �C,-J, �r i, LEGAL DESCRIPTION LEASE TRACT 28B, ARLINGTON INDUSTRIAL TRACTS That portion of the Southwest Quarter of the Southeast Quar- ter of Section 15 , Township 31 North, Range 5 East of the Willamette Meridian , described as follows : Commencing at the Southwest corner of said subdivision; thence N 4 ° 00 ' 06" W, along the West line of said subdivision, a distance of 757 . 12 feet to the True Point of Beginning; thence continuing N 4°- 00 ' 06" W, along the West line of said subdivision, a dis- tance of 200 . 00 feet; thence N 86' 02 ' 38" E a distance of 200 . 00 feet; thence S 4° 00 ' 06" E a distance of 200 . 00 feet; thence S 86' 02' 38" W a distance of 200 . 00 feet to the True Point of Beginning. Containing 0 . 92 acres . SUBJECT TO an Easement for utilities purposes , over, under, across and through the North 10 . 00 feet , the East 10 . 00 feet, the South 10 . 00 feet, and the West 10 . 00 feet of the above described tract. 71-276 9-6-88 CML-LS I • i ,� i C I T Y O F A R L I N G T O N J/ �� CONSTR U C T ION P E R M I T DA TE`�� PERMIT NO. Application is hereby made for permits to do the following work: [ J New Residence [ J Addition C J Duplex [ J Carport [ J Remodel [ J Commercial C J Garage [ 1 Mobile [ J Apartment/Condo C J Barn [ J Mechanical [ J Relocation/Move [ J Accessory Building[ J Plumbing [ J Demolition [ J Other Job Description: k OF r No. of buildings:_� No. of Living Units:_ Land Use Code:-- Valuation: Tax Acc . #: Property Address:_ — Legal Description: 01 Owner; Owner's Address: �•� Builder: _ Lic. # Builder's Address: Architect or Engineer. Applicant 's signature: owner or agent) Permission is hereby granted to do the work described, according to the approved plans and specifications pertaining hereto , subject to compliance with the ordinances of the City of Arlington and the State of Washington. The following is a breakdown of your permit fees. 1 . Plan Check Fee(341 .83. 00) . . . . . . . . . . . . . . . . . . . pd CR#,/r 2. Building Permit Fee(322.10. 00) . . . . . . . . . . . . . . *'J 3. Plumbing Permit Fee(322.10. 00) . . . . . . . . . . . . . . S '� 4. Mechanical Permit Fee(322. 10. 00) . . . . . . . . . . . . 5. Energy Fee (386. 00. 02) . . . . 0 _ 6. State Fee (386. 00. 01) . . . . . . . . . . Q 7. Water/Sewer Fees (see attached breakdown) . . . B. . . . . . . . . . . . . . . . . . . . . . . . . . . . S 9. T O T A L . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . _ • . . . . . . . . . . . . . . . . . . . . . . . . . . . . . i9.�3.3 P A I D _I a��C R # —1 q ' ` 4 J B Y .Q 5SUlNG OFFICER PROPERTY OWNERS ARE RESPONSIBLE FOR DETERMINING ALL PROPERTY LINE LOCATIONS AND RELA TED EASEMENTS. NO OCCUPANCY PERMIT WILL BE ISSUED UNTIL THE INSPECTOR HAS APPROVED THE FINISHED STRUCTURE. y , x:t:�M ae u li�� .At �+b :.� nslp►Z�q i s�u� ��l .A wt tsok:2 0L:rs��w �csS u+� t 1 :sit-s t i�b�tti i s u 1I Lot I elk w�►If, apria��.3a�o��5ja t � •. wi3.d9� t 1 - -�azri6 t 1 d��d��,r�,_t��Ss� �, ii�xas�►fl�L't l 1 :�'f•48 t � n- i�tt��awti t 1 ate Y4+ay i�'+ t 1gcv:b l LS1$ >t13ta�'1ef11 .��'� .►ws3 'dr,a '- :a�!la'J Lv c3 z- .�•V1 = '':ttii ��5 10 - - -- - - - :� �� {r`Y — . _ ._ram=I at:t+�D i.Vai. - — wd� a� ��L� ►r� =w � dzz� �a� :(1W* 042 Ut, :)3 e�.xno �d�iasti :L �lare$sma :• q�1t 1 L�•lLCIJ Q� �t�(,4U� � �i'7'J9S� Q�:11.L•1!�'Y� CILGL� 4I'i!`�L-�it�s� �n� p,�1!►�� t?!"'✓ZQas . aos+l�l�pW 3u 9� ac bK� i.c+a ria� sstLzk �W ;� i'� �ii�► 3 ws�cs�n�E:1 s+�t etsl� 1 .�� 31MZA 'itlG� 11.0 1, VL QutM7i LQ 9V%-L I C�'_ ,'�A'�_ _ t�-.� � ��`� _� . . . _ . . .. . . . , . . . . ., . �.�►� .�:.8 . LbL.lsg�. way^.� esaZ� - -�•'� 4 . . . . . . . . . _ . . . . . • . IFiC. ,1_ ! -- 4t ��'� Ln1Z4� 3 47��1tiNA'.taQ4 •:{�► us •�fi+.1�i " . _ 4 ..' ,6a'1r1.L►a.1 6Z ti. ��-.• t�tai: F�ai d q 4`'iR ��A4zTlk�43. ��E'i--1 Y`t913��14� �A '�d11Vi1�1 i�Za'1 kb� uJ4iZMCs'1*'•7.1�1 '�'�a ?�lNR4 '1�R1�1�,�41r 3K'L �Vn�l'��k 4,hli �44'��q�iili iil;� 3`.T1r1U �3tl�iit z� »1�1 iS.1R'A'�'� 'i-'�illistV3'}!3 t�►'. As'.0190MIS M B�kaL11�3�i R� .BU I LIU I NG PERMIT REVIEW CIIECKO ST Cam , AT . BY PLANS RECEIVED. •. DO CyMENTS SUBMITTED: BUILDING PERMIT APPLICATION _PLANS FOR BUILDING _STORM DRAINAGE PLAN GI� ►}/ ` �J_--_, '1 _ENV I ROMENTAL CI IECKL I ST I, .�� ;►�1�� _E�LOT PLAN Allik CITY HAI_l 1=1 1111ItU b OLYMPIC AVENUE �[ OTIIER A NOTED • p`") ® ARLINGION.WA 98223 CHECKED FOR ZONING COMPLIANCE: ZONING i USE C s APPROVED BY DEPARTMENTS: WATER SEWER STREET FIRE SANITATION ENGINEERING TES: � � / _ �' I •/ READY FOR BUILDING INSPECTOR REVIEW: APPROVED BY BUILDING INSPECTOR . ' I. , -. c' f. 1 Jtj,,' •.t'i' G:�r,�- %1" a + . ;a '"`.' •(, vy 1 S •a}i Ail /' r, 1{r t4L'ic'1 fit•_ � f ,1 t • y .. a October 11, 1988 WAREHOUSE FOR WESTAQ.PROFERTZES LOT 28B Arlington, Washington CONSTRUCTION TYPE: V-N OCCUPANCY: B-2 (If trucks are parked at night in the building, it becomes a B-2 and B-1 occupancy) BASIC ALLOWABLE AREA: 8000 S.F. SEPARATION: For South Portion Separation for North Portion North 0' North 20' West 50' West 50' South 30' South 0' East 50' Wast 50' ALLOWABLE INCR.8ASE 2 SIDES: 50 20 30 X 1.25 = 37.5% 8000 X 1.375 = 11,000 S.F. is greater than 9000 S.F. BUILDING AREA - North Portion 900V1S-.1F. South Portion 6000 S.F. OCCUPANT LOAD at 10 per unit is 50 CONSTRUCTION VALUE: 15000 X $16.90 = $253,500. PERMIT FEE: $1178.50 PLAN CHECK FEE: $766.03 Dear Mr. Myers: The value should be $253,500. as shown above, with the permit fee $1178.50 and the plan check fee $766.03. I suggest you recheck your figures. The permit fee for a value of $250,000. would be $1164.50 The following items should be corrected before the permit is issued: 1. You should ensure that city agencies such as Planning, Zoning, Public Works and the Fire Department approve the project. 2. If trucks are parked at night in the building,,:-the" warehouse-_.space becomes a B-1 occupancy. The correct occupancy group should be shown, and if the trucks are not to be parked in the building, some positive action must be taken to prevent parking of trucks. Section 302(c) 3. Two complete sets of construction drawings should be submitted. Section 302(b) The following should be included in the drawings: a) Structural general notes b) Structural details c) Details of attachment of steel Z purlins to wood supporting members and lateral supports. d) Washington State Energy Code requirements. 4. If trucks are parked in the building, the units should be separated by 1-hour construction. The openings shown between units should be protected by fire assemblies having a 1-hour protection rating. Section 503(a)3 I HIT, 1 S1i I'I ,a1fr1 ��'• mikl7lnit�' 1 T f117 rl.:':L171 I t :. I iw.i 11 -I 1 .=r;,1'�II I j - •; 7 - 2• _.11*% 1 I 1111 11 I In ~ II C ,,<aA t, A rlic•Ft_ - _+.-1 .v1 _I 1--j 31 1 -4S1 a .:,T Jla ;nq -PL;JIL ] 1•L'I. frlvf 1. �11J IL„1 v11' ■r1 Vi.�'tl.�� r l�l'1 �iL l f!■tL I. _rl I Z • I ;( TR I1 ,it, n t -Iv r 1IA t1 ►Wk •-Ai'l AI .'• :-e ITT I►.I ri l I AL I 11: J• 1_ I I_ I I I'll h(kl [ U1`1•I U1 J\j 1:1A LT t,-, n I`, J. r 1 li 1 »j,]A TLC I r►-TII- 7Tf1'1 :' 1 3'!N/•c i s.! ' I t. : ! f• •I 1{' 'I 1 ',1_I I} I}�•T �l J.wl 'I,� y r ', 1 )' ,If fy �, � 1 y j►��L ,IJ�1- LL—Ie - J I or T -p"107 J11-�' �r.v.-•i of .t� );'- _.,' J- rr1J �I�S A . ?a 1 L_ . urn }'It.l �I trr II,W� •1 - L; 'T T-I "Ilt� .► '}�' I 1 ��11 hi n-9 TIM1.1 Ili _'TTl it is., �-.1' it'.:I'ran? to - I 11.:. Itn l'- -"-�{"��' . ,.� I 1Q ll)jS]Yt 1,1■ jZt■ ��Q I IlUS� IITI i:71 rl�:l~ ��.. .11�. -#:1 JITlj j 11 y 1 I 1 1�1 i 1'1:111 j�111 S<. A •■ 'I I -1 ,11►.-Iri 230 111 111 rqffo 11.1 - rI' 1 11 r1 R#DiFi'Ylld ��t.lti- "/li►µ.l�'r'11Ei'7 ! -'ll I �ti3:i�, •10{'� ,11' 3�_ JL v 1 1.1✓ri I 1'w4y,lr J of-�1�1 1.nil.._ '•'lrrl yl' h— 1�._.. _ r,11 _ �'y; {,! '►: r '� 1 1;Il 2�Jim i711 I 'tt. 'r� 11} - •:1- - _ fl I ' n�9� 1 I I 1 : _ - I h - '1 1 - 1..' 1 - •rlll 1 I 7r r.11 17 1 I r11 .1 F), 1111 Ali 1-1 i•;..i�� 1 111 •li' 1 "11 1 Ir.a 'per .r•`111V1• .r 711 11 • 1 I IIL _ 111 =.1 - ,.� I 1 1-4, 1 T4 - t l� T. ._ 1 1 •1 I .y I ct rJl.''1 1 ►�117-I I I.:i -UrTZ� }} n 111 111'l-111 rif 1 J: I_I C I 1I;,2u4;4 3M 1_I iii ��:IIAs ►7s L11 fxV + .1 I Ii ix 1•1 :Tr1.�Init►U 1 Ir. Tut 71 . 1•Itl 1 �b ] �' � I_'I�1,�1 1_. _I -1 • .Ili 1_L+I � _� ��1j1� I.1 1'�f 51� 'l hRIy11 ®r {.fHfJ1•1, II� �L111F '*rr�J 1 tr1 DIZI,••1 ,IF'; 1': i wr f � •-'4 � .1 „s• •t 1] ► MOW, I %I 1/Til�•.l T�1 1. f11 R 1 47 Tj ow i fr n .r I • rr 1 ,i .• i 1 -f �}� _ _, - • ri'„r��■\,�' iiD-1G ::UD.r211.1 ITRI.t'-AT•)11r TIF+In I - III li'.11 - luw -1 1 �r -2- WAREHOUSE FOR WESTAV PROPERTIES October 11, 1988 5. Area separation wall should be 2-hour and should extend from the founda- tion to a point 30" above the roof. Section 505(e)3 Exception given in 505(e)3 exc. 3 permits omission of the parapet if the roof construction is of entirely non-combustible materials. Details show combustible material in the roof construction. 6. Parapets of area separation walls should have non-combustible faces for the uppermost 18 inches. Section 505(e)4 7. Toilet rooms should have a minimum of a 5" base of a smooth, hard, non-absorbent material. Walls within toilet compartments should be similarly finished to a height of 4 feet. Section 510(b) 8. The toilets in each unit should both be handicapped and designated for each sex, or both toilet rooms in each unit should be indicated as bi-sexual. Washington Barrier Free Code. 9. Three inch high address numbers should be provided on the building. Section 513. 10. Toilet rooms should have ventilation exhausted to the exterior in separate shafts. Section 705 and Uniform Mechanical, Code. 11. Submit listed approval values of the screws into metal members and wood members. 12. Lateral support should be provided for 2 X 12 roof joists at supports and at 8' o.c. maximum. Section 2506(h) 13. Foundation plates should be 6 inches above the adjacent finish grade. Section 2907(a) 14. Calculations should be submitted for the foundation plate bolt requirements. Details of the bolt spacing and size should be included on the drawings. 15. Roof covering should be fire retardant. Section 3202(b) Note roofing material on drawings. 16. A floor or landing not more than 1/2" below the threshold should be provided on either side of the doors. Section 3304(h) 17. Glass in doors should be impact resistant. Section 5406 18. Provide one handicapped parking space located to allow access to the accessible units of travel from parking space without entering a vehicular roadway, or a marked walkway is provided. 19. Provide energy calculations complying with Chapter 4 of the Washington State Energy Code prepared and stamped by an engineer registered in the state of Washington. 20. The submitted structural calculations are by two different registered engineers, which creates a problem of liability. Only one stamp should be accepted. Have the engineers decide who is responsible. O[i• T , 1 �• ,r _. �l mill 1 $: 11 ' ,1 ••i I I I -':I11:'I'{C.•� 9.{•J '.•1 hrfr l .• i)t111111a11 I)E., l Tllnll If1 ' 1 :� : - n,�� •�,1 'Y'•1 rt"lrl .. t�L ll�Vlif l.' f�e1�c�y F'•I i r j %(li' oil '. 1 ••: Ct:IR1 :'•r !.1 In7 R A' f l...:il�il'J'f?'1 a?:.• 7,�J1•� s{f] . 2••u't1'fJ11l fill: I Ili I I . I I ""T11T F ~' •_I •1 �' i'� tilt I;y�rv;lrr..:. •linllir HIiI. 1_►�,1 _1.1 .L P,ir'n1 :'IIIJ.rrnll 1 III)r II -I t�•II 9i1 • II [ 1 lf1 I R II•_11 I -1 A•I T I..I UIII uIJ:!-.lMt 1 1;Jv'� 1��'�17titl-yI::raf}W •rr• I 1 •1J 1 ~ •-.( 1.1 01 •' Il .i I -•''11t) i.,t. .1 �• - 1 1• • . 11;i:.i� �,1t1ri'l�f�l- Il 1-U Bll� 1 ai 'ya 1111J',:i C I iI L �/ 1�r•11t�� rn1\rv'1 I 1�:1 S- _':i ■,� -•t ��1'rl 1F,1, '-::r�AtILTVrf.yutc f J-MI f r1 rl 11'Ta W 1 I I FT �- '1-1nIll ►. �L'• 'f, i in 1Ll- 11l n.l 1f •I^I I 1•1 fir._ I1n.i1t: �Ir �)htn 11�1►uf C'1 $v1■-1 ` � 1.:• .: 1- �� II-. t� ,. 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II��Q N_1)il�,�i�`j�'IJCI� 9u't:J 7r►j � D;l iun.lnt 1uu �3�'»�.11� �fl•�i: �..�51'1t',r� .1•: .:fg•t: Jrtl vll.i '�irr hy�ti, 3�1' �i+l JrIv1�Jt$ .,,r•� II Ir �z1) n1:y. i Oil !.1J.1 111, 1 ' • �I ;jl1t {1s1^: 1 fDil �l�jcf��:� �.`,._,, ,•�7r'.Ei•{L.J�"J �'.I 1 1112fi' '1" 1trllil'•.1ITI 104y i :•Lod'lpwriIa 3P: Zia i •. ► `j i lr dl 1 1'! 11 111 ,i i 1 l {1f5 �{1k:1 .i,J.;>,•uZ =:1'mu. 1 .1 il'i ' l� I 1, + ii � 4- 'J� �_ V t' 1'11r1 •jt ,1 •Il .11 I1'1 / �..1 ail! _ rI Tl.. •�;'t!~1za!fdl/Y1:�fsrJ i f JlJLIt, 17 �J� G CL•J9::ffL 1,7n�;.I.F ;8� �l]9�rd:aQil1 F!:)l:ft.. , r�':►J•1 :'�JiI{�'J��Jri�rt .vi'11 ..1=]+�'' � l '1'$�IJ�If(�Sf; ! tr'�T��'tihl zll/wf�lV1 M9faC1Es/�•ri�111:f .ut• 1 1:,.��.'► . 10 `J UvA �ItQIJ$va 1) t1 �/if 7A rliv 1_-:,A_!llfl ■1 ': , " -';} t1 t1.►+�t it111'0�$ft11 '. I: �11' � '1!J.'I+IB!'I7' 1`!1,! fie:t'Y 3•.I JN'1')' 'ar'1t,1 ill 1 u1.1 J � '•, _ r1111.1 c�1�!t• 1 Y' . . I 21�1�+'- .9r'.f of '11■ _11:1.:.�3.�ti'2 :l<►>nt:�.�t.? n�' •1'�': :It.,t'Yclt/_?! frf {' ��2n�' _•, 7;.tti !� •.(I� f 1 1:' I!1 .1 11 I ►r�iiet�c,-+ 1n►1-11•M L nu..3 I wra afro.t. !g:I I.: .•� I • ,r't->1r" r I - II J ' 1�'. �� bI'uY'il'i i't' 'r :�,:• $(.r,A Y!��,)11(r1' .�,�r -^$'� :l:fl 11111.�f tc-I '� :i1 �1,:-=*le:i :024*4 .'�iTr1't11 loyii :;-4 rJ11 •.) l,-m 11) -ii .Vl 11 •;till '11 • , f SNOHOMISH HEALTH DISTRICT Environmental Health Division Courthouse, Everett, WA 98201 153105-4-012-0009 339-5270 (Property Tax Account Number) APPLICATION FOR AN ONSITE SEWAGE DISPOSAL PERMIT ®New ❑Renewal ❑Redesign ❑Repair ❑Alteration ❑Alternative Applicant lle ter Pro z_�_i_r.r; Phone /435-8531 Mailing address P. O. Bnx 333Q City A rl i ng:t-nn Zip_o22-2T For Installation at 192nd St NE City Arlin-ton Sec. 15 Twp.3_ Fig. 4 Legal description Arlington Airport Lease Tram, Short Plat/LLS No. 1 dg 502 Lot_2RR Plat Lot Blk. Type of Building: New_ Existing SFR Duplex No. Bdrms. Commercial_X__Other Water Supply: Public X Namo city of A rl i.ne;ton (Attach Letter of Availability). Private Source Protective Covenants Attach a detailed drawing to scale of the onsite system Indicating: soil log holes, drainfield lines, 100% reserve area, contours, elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any proposed or existing well within 100 feet. SOIL LOG 1.0-2" Top soil; 2"-22" Reddish brown gravelly loamy sand; 22"-52" Olive Brown gravelly sand SOIL LOG 2.0-2" Dark brown top soil ; 2"-18" Reddish brown gravelly loamy sand; 18"-50" Olive brown gravelly sand SOIL LOG 3. SOIL LOG 4. SOIL LOG 5. SOS CLASSIFICATION Everett SOIL TYPE 2 APPLICATION RATE 1 . 2 gal./sq. ft./day DEPTH TO HIGHEST SEASONAL GROUNDWATER 6n nchos OBSERVED ESTIMATED X DATE 2 ./ 6 / 87 SEPTIC TANK SIZE 1000 gallons TRENCH: SO. FT. 352 WIDTH 24 Inches DEPTH 24-96 inches REQUIRED COVER SOIL: DEPTH Inches, and VOLUME cubic yards Signature of Designer License-No. 21158 Phone No. 653- 5669 Address__ — City Marysyj 11 P Zip,98270 Date 9-26-88 DO NOT WRITE BELOW THIS LINE Application Denied Date / / Sanitarian Pending: (Date) APPLICATION APPROVED - Date / SANITARIAN PERMIT ISSUANCE APPROVED Date / / SANITARIAN PERMIT ISSUED: (Date) / / BY PERMIT NO, Called For Inspection: (Date) I I By Installer Renewal By Date i Final Inspection By Date i ' See reverse side for additional information 88-168 a a 3Er.��ALT 1,0t IF 1 SI LF of THE-me-H ,4- i STL)Bou r i s over- 3' r5eLow 'Ex twn w-, �eov&D C-f-,CW E)q-r FWVsc q W,LL 13e 2E�u�Q n. LOT Z 8 ej , [3 c_ac scrz <a�LlNCT7oN A►R('o T L6Sr -RACT5 Zoo' 151 - 5' 15 ►�' U ll.�I �" .Ca r5c)2 ' � W 1 c�p0 GAL. sepT►e- TfitJy- V1 r �._�_�...-._.__.� __— ►._. �, N 0 in of L,ANOn( A PW Pk zoa� WESTA2 �531oS=�-=o1 Z=croon) -�-- a L L = ZS" ArF S,o,�ci e�6 -51--0 z % ZZ 11.44b ' 0 ,C6v,� 'T.G. = z8.s�sF x�.37s - r z¢•7 - �`-� _ . /2 9 7 Fd, o ' 30 ' 3a ' 1 0 , _I Z LO" Z/6 2� 6 /gyp_ 2/(_ z ., /0 /�i 2�_6•r /O 1¢ 41 -112P -- !. � .. `_ ��O EST, Y /oLAIV -zwT-RAY4,1 33k-s'c /O 2'T/ /I =_//2,z3'1-= /Z �i�oQ �cT ,8•/�5:, , �` Y /`I/D 5�.� N /3 C= oot wAsyvCy9 t •e � .S ' M = �'.633/x/Z 3•/¢1h 3 a STE¢�°��,�� Of�� 2-.SvPPo�27' C ._ 'Al /22�7'k /DIVAS Ey�Ito �c� / =6:33 P • � ,� t Q � , ww JT Johnson Company Date: �CT, 19, / c4 ' Our FAX t is (206) 872-4103 THE FOLLOWING PAGES ARE FOR: Company: k)�C- E.S Attention: � krql"�-y n/N From: 131 c,(- Ec44 &('L w TOTAL # OF PAGES BEING TRANSMITTED, INCLUDING .COVER SHEET: If you do not receive all the fa�es, please call the sender as soon as Possible at (206) 87TA00, Comments: ioL, F— C,g-c� k,4 �u 101 Insulation Specialists 7820 South 200th Yenta WA 99032 (2.06) a?2.410o l P � li�iilF'll{ � LETTER OF TRANSMITTAL FROM: � p J.T. Johnson Company GATE: /Q �")1 .? J09 NO,: .- 7820 South 200th Street Kent, WA 98032 RE: (206) 872-4100 TO: ADDRESS: 1pi�i ��> CITY: U /V Cs�7 Z 3 ATTENTION: y PLEASE BE ADVISED: FINEE SENDING YOU XATTACHED 0 UNDER SEPARATE COVER VIA THE FOLLOWING Cl PRINTS Cl PLANS G SHOP DRAWINGS Cl SAMPLES ❑ SPECIFICATIONS ID ARTWORK ❑ PROOFS ❑ PHOTOGRAPHS ❑ COPY OF LETTER U CHANGE ORDER cl N0, GATE COPIES DESCRIPTION _ 9: 1 '. '01"414- 2 3 4 5 THESE ARE BEING TRANSMITTED AS-INDICATED BELOW: ❑ AS REQUESTED ❑ APPROVED AS IS Cl SUBMIT COPIES FOR DISTRIBUTION ❑ FOR APPROVAL ❑ APPROVED WITH CORRECTIONS ❑ RETURN CORRECTED FOR YOUR USE n RETURNED WITH CORRECTIONS Cl RETURNED AFTER LOAN TO US Cl FOR YOUR COMMENTS ❑ RESUBMIT COPIES FOR APPROVAL Cl ❑ FOR BIDES) DUE 4 COMMENTS: PL >� g4,t1j &w ITV e`� • SIGNED: e MGTt: Cagy ti+is One tar as •a<+y tor" as tm bVildi" Aas elements. ac SKETCK Of ELEMEKT Froing AstiO (if applicable) Thickness R/to R value R Yalua Material inches Thickness Solid CAvitj 2'1 IU B 1 'MS T&P VA-W L ReoF 5I Y. JCIX 89(a , sis SL SUMMATIOM R VALUES !S.'78 2115*1 V u 0 1/4 , 039 , 034 U VOW for fluent (Avg.) • Arta ofAre, E1r�Otr . ' Subtrtraitactst.ti ntt area bs" su afts�r *W f"ts Svc* at dwi. -indatis &W skylghts Raw Oe� Y . g . .. 9 (As) 14ca ` T6s-r-�-o r � system Performance Thor"I pertor Tume The table here provides estimated thmal resistance values for tfie foi- ertowing roof insulation configurations, based on the R-values or U-values given for specific Owens-Corning products or systems on Pages 4.5 and 6 of this catalog: Type A New Construction:Owens-Corning B Fiberglas Certified R Faced Metal Building insulation over bar joists or purlins,plus back-fill of Owens- Corning Fiberglas Unfaced Pink Metal Buffing Insulation Plus.with thermal spacer blocks installed at joists or purling. Type B New Construction:Owens-Corning Fiberglas Certified R Faced Metal Building insulation over berjoists purlins plus back-fill of Owens- Corning Fiberglas Unfaced Pink Metal Building Insulation Plus wittwut thermal spacer blocks. Fed �_ U values,summer design,75F mean' Type C insulad3on fill T A Typ4B C D New or Re-roof Construction:Energy MBI(R-5) 0.135 0.151 0.1449e 0.0941 Miser system;Owen-Corning Fiber. M81(R-6) 0.130 0.155 0.1206* 0.0957 glas Certified R Faced Metal Bukring MBI(R-10) 0.101 0.124 0,0668' 0,0829 Insulation below joists or purlins plus M81(R-13) 0.088 0.101 0.0669e 0,0719 back-fill of Owens-Corning Fiberglas MBI(R-16) 0.0721• 0.086e' --Unfaced Pink Metal Building insula- MB! R-1 . .0640 0058 7 0.0640 tion Plus. MBI(R-8)+3"MBJ+ _ -- 0.049 — Type D M81(R-8)+8"M81+ 0.030 Re-roof Construction:Owens-Corning MBI(R-6)+3"MIU+ 0.072•9° 0.086'e• 0.0607e 0,0637 Fiberglas Certified R Faced Metal M81(R-6)+4"MBI+ 01*6+4+ 0.071 e•e 0.0527e 0.0473 Building Insulation on top of the new MBI(R-6)+6"MBI+ — — 0,04W- 0.0371 roof structure plus back-fig of Owens- L MBI(R-6)+8"Mai+ -- — 0.0353' 0.0328 Corning Fiberglas,Unfaced F'irlk Meta! Above vawp sn bt"d on A.STM C 238 usrded hot t Valusy marked(y ore C*Iwmined by Building Insulation Plus,installed over means Of&canpuW model simulating ASTM C 236 towing proowdures with 95% oft the existing roof between it and the mwk*d(n wore cak U$t d by rmoar interpolation of next h Values new standing seam roof. n�'�("'1 we asux same nod to be dw me as metal buikfi and t lower vsluex Values nq insulation d M same tJtidcness,These IWU"an Das4d on usrvner dosW at 75F mean to rKwah^values based w winter design 41 46F stun wA be loww and 4 roquued they are available from your Owens-Carninq 9 � t qv WASHINGTON STATE ENERGY CODE PREPARED BY BILL SCHELL 10-12-1989 INSULATION SPECIALISTS (206) 872-4100 WESTAR BUILDING 502 PAINE FIELDJOB ZONE i BUDGET CALCULATIONS BUILDING GROSS SQ.FT.= 15015 ASSEMBLY U--VALUE AREA S.F. 'U' x AREA WALL .25 7592 1898 ROOF .035 15015 525.525 F—VALUE LENGTH LF F x L SLAB PERIMETER .4 500 200 BUDGET TOTAL-- 2623.525 NOTE: THIS IS THE BUILDING HEAT LOSS BUDGET. PROPOSED TOTAL MUST BE EQUAL TO LESS THAN BUDGET AMOUNT ASSEMBLY U—VALUE AREA S.F. 'U' x AREA CEILING C-1 R-19 OVER C8 .039 3000 117 SKYLITES S-1 NONE 0 0 0 ROOF R-1 6" R-19 .071 12015 853.065 O.H.DOOR 0-1 5 12 X 12 INSULATED . 14 720 100 .8 WALK DOOR D-1 5 3070 HOLLOW METAL .54 105 56. 7 GLAZING 0-1 INSULATED .65 1128 733.2 GLAZING TOO 6-4 STORE FRONT WOOD DOORS .33 105 34 .65 WALL LITES L--1 0 0 0 WALL W-1 R--19 SHOP WALL .06 5534 332.04 WALL W-2 NONE 0 0 0 WALL W-3 NONE 0 0 0 WALL W-4 NONE 0 0 0 F—VALUE LENGTH LF F X L SLAB PERIMETER .4 500 200 7 PROPOSED TOTAL= 2427.455 b( BUILDING THERMAL DESIGN IS CONFORMING e • �s�arra�r CLEMENT: NOTE: Co0y this pagt for as many fors as the building has elements. zxy rL4.r- G s a.M ZG Got At&r. (oil (L!q SKETCH of ELEMENT Framing Ratio (q appliCaOTe) • Thickness R/In R value R Value Material inches Thickness Solid Cavity S . /4-1 a PI CM .. 1 � t7 2G GAM o - 1 O (V3 O 0.00 2k • G' oc N � � N � 2xCo S'r�os I�`'OC t. 15%'` 1 . 2S G. 88 — Y8 j�0�i = ,cis SUWATIO+o R vALUES u • 1/R . 1 ZZ . 0449 u YaTue for ETewent (A�rg.) . 060 -��—= fi es-,. _ 210 Ares of Eiewent* • • Area of Ete�tnt is net Ow after openings svd as door;• rindays and sAyl�Ats Ilar� be" subtrictM. O ♦ � i o L ° October 11, 1988 WAREHOUSE FOR WESTAfk PROPERTIES LOT 28B Arlington, Washington CONSTRUCTION TYPE: V-N OCCUPANCY: B-2 (If trucks are parked at night in the building, it becomes a B-2 and B-1 occupancy) BASIC ALLOWABLE AREA: 8000 S.F. SEPARATION: For South Portion Se aration for North Portion North 0' North 20' West 50' West 50' South 30' South 0' East 50' Wast 50' ALLOWABLE INCREASE 2 SIDES: 50 20 30 X 1.25 = 37 .5% 8000 X 1.375 = 11,000 S.F. is greater t1lan 9000 S.F. BUILDING AREA - North Portion 9000' S.'r. South Portion 6000 S.F. OCCUPANT LOAD at 10 per unit is 50 CONSTRUCTION VALUE: 15000 X $16.90 = $253,500. PERMIT FEE: $1178.50 PLAN CHECK FEE: $766.03 Dear Mr. Myers: The value should be $253,500. as shown above, with the permit fee $1178.50 and the plan check fee $766.03. I suggest you recheck your figures. The permit fee for a value of $250,000. would be $1.164 .50 The following items should be corrected before the permit is issued: 1. You should ensure that city agencies such as Planning, Zoning, Public Works and the Fire Department approve the project. 2. If trucks are parked at night do the building,- the warehouse space becomes a B-1 occupancy. The correct occupancy group should be shown, and if the �rucks are not to be parked in the building, some positive action must be aken to prevent parking of trucks. Section 302(c) 3. Two complete sets of construction drawings should be submitted. Section 302(b) The following should be included in the drawings: a) Structural general notes Structural details c) Details of attachment of steel Z purlins to wood supporting members and lateral supports. d) Washington State Energy Code requirements. 4. If trucks are parked in the building, the units should be separated by 1 / 1-hour construction. The openings shown between units should be protected V by fire assemblies having a 1-hour protection rating. Section 503(a)3 � A e t -2- WAREHOUSE FOR WESTAQ PROPERTIES October 11, 1988 5. Area separation wall should be 2-hour and should extend from the founda- tion to a point 30" above the roof. Section 505(e)3 Exception given in 505(e)3 exc. 3 permits omission of the parapet if the roof construction is of entirely non-combustible materials. Details show combustible material in the roof construction. �. Parapets of area separation walls should have non-combustible faces for the uppermost 18 inches. Section 505(e)4 Toilet rooms should have a minimum of a 5" base of a smooth, hard, non-absorbent material. Walls within toilet compartments should be similarly finished to a height of 4 feet. Section 510(b) /8. The toilets in each unit should both be handicapped and designated for each sex, or both toilet rooms in each unit should be indicated as bi-sexual. Washington Barrier Free Code. IZ?q. Three inch high address numbers should be provided on the building. Section 513. LIZ10. Toilet rooms should have ventilation exhausted to the exterior in separate shafts. Section 705 and Uniform Mechanical Code. -- 11. Submit listed approval values of the screws into metal members and wood /members. vv 12. Lateral support should be _ provided for 2 X 12 roof joists at supports and at 8 o,c. maximum. Section 2506(h) 4..o-�3. Foundation plates should be 6 inches above the adjacent finish grade. Section 2907(a) le 14. Calculations should be submitted for the foundation plate bolt requirements. Details of the bolt spacing and size should be included on the drawings. 611�15. Roof covering should be fire retardant. Section 3202(b) Note roofing material on drawings. VZ16. A floor or landing not more than 1/2" below the threshold should be provided on either side of the doors. Section 3304(h) 17. Glass in doors should be impact resistant. Section 5406 /, 18. Provide one handicapped parking space located to allow access to the v accessible units of travel from parking space without entering a vehicular r adway, or a marked walkway is provided. 19. Provide energy calculations complying with Chapter 4 of the Washington State Energy Code prepared and stamped by an engineer registered in the state of Washington. 20. The submitted structural calculations are by two different registered A ngineers, which creates a problem of liability. Only one stamp should be accepted. Have the engineers decide who is responsible. ,�;;�. �'�>s, 6CA s V � -3- WAREHOUSE FOR WESTAR. PROPERTIES October 11, 1988 121. If the purlin design uses continuity, then the connections must be j designed and the connection details shown on the drawings. There is a onflict between the two engineers regarding the purlin sizes. 22. A number of the structural details show attachment of steel sections to wood with 16d nails. Is that correct to nail through steel? 0Y Ak-S IL Li 1 23. There is no diaphragm for the low roof, only cross-bracing, so how �- is the wind load transferred to resisting walls at 30' spacing? There is also an additional wind load applied to the lower part of the high section also being transmitted to the resisting walls at 30' . How is this transmitted? CA_a5s �2-3-, , dCQ d F4 �' V24, I can find no calculations showing the shear wall design. Please note that the maximum shear wall on the front of the building (low-roofed area) is only 3'0" long, which may require hold-downs. / 25. The shear wall design should verify the bolt spacing shown in the •••/// /general notes. Sincerely, /J hn H. Farrens, Jr. , Architect I VIENSONANGINEERS E STRUCTURAL CONSULTING 611I POST AVENUE roe--��`� MITRE, WA 96104 (206) 623-4955 SHEET NO - OF CALCULATED BY ? -- DATE dT �-6 I ; ��/O a ! I?E TKd�Q w • I - a7 n 00 bra► F FLA,d TO ,- 16cet✓� S�C� 3 P�A�c ES - f &. (0E o w eD --- � i _......_.. -- .� , ., ' i SWENSON/ENGINEERS STRUCTURAL CONSULTING JOB_ :> 611 POST AVENUE SEATRE, WA 98104 (206) 623-4855 SHEET No - __ OF_ CALCULATED BY DATE y ' XC �4Cs7 Al ('7 7/z-- /y s c aew5 E 1� s7 F-►�`?? tl? _ D i I ! I• I 1 SWENSONANGINEERS ' STRUCTURAL CONSULTING ��PU� .kl s�L 611 POST AVENUE JO$ p SEAME, WA 90104 (206) 623-4955 SHEET NO e OF- /1 CALCULATED BY == DATE ✓' By ll / �j•-- r Z - L A(,- 5crzCi-J Ct�TU IAJ &Ac tf' rJ(y- TY-1I°: iY p d Z X6 C �6 i1 �. 2 rri Y- Z -, - saws �{ ;1-4 10 GAGE a�L r T ET -� .5"rEE� S7r•ri�. 1 .1u lQ GACYE :1( / 'o'r i �1 X� ,. e � MMENSWENGINEERS , 6FIUCTURAL CONSULTING JOB Al2 P� l (111 POST AVENUE �f NEXTRE, WA 98104 (206) 623-4955 SHEET NO - - - - ---- OF CALCULATED BY DATE 7�EN,�1L �oisT 70 7-0r� ��t`7t �, 7 o"4_ _aL��(, PTO Gt),4-LL_ Top A/m7,w SWENSONANGINEERS , STRUCTURAL CONSULTING r -' 2 611 POST AVENUE roe SEAME, WA 98104 (206) 623-4955 SHEET No ___--- ------- -- OF____ ----._ -- -_-. -- CALCULATED BY DATE 2 - 112 z. Z .3 . rZ ly 1 I ' `3 a � � -0 s • SWENSONANGINEERS STRUCTURAL CONSULTING JOB cl.(• 611 POST AVENUE OF / SEAME, WA 98104 (206) 623-4955 SHEET NO. /gyp CALCULATED BY Zf=2 DATE D G LQ G A v Z-Af 4- SioL)c-L (1) �4R�IN 6QR�E aD y T pu E.K S'Ra0 — RLE T'c)P P14TE - Z X (o TJp ud, -LL E6 2- X l - -jZT Rc- rt 70 E-ID C_ / S Z OF E Q PPrCIa(y- f � JUTS i � � ' c SWENSONANGINEERS STRUCTURAL CONSULTING- 611 POS4 AVENUIE JOB SEATRE; WA 98104 (206) 623-4955 SHEET NO CALCULATED BY DATE- z �b Zr X!o Gf}(sE STRAP 41IAc+�- �crz, /o L to G Wl y - 2-if abe � Z ,6PAGES10, GAGE iC COLJ7-6 � - lL� 7S OF Z 16�1 odom-t= 7-oP PLAT E cT/ 0 t�1 w � • r t SWENSOVENGINEERS ' STRUCTURAL CONSULTING ' 611 POST AVENUE roe �f'� _� SEATTLE, WA 98104 (206) 623-4955 sFir L� No _ ur /3 CALCULATED BY � -.-- DATE u? Ht- PUk2LIJJ 'mow � 3 ob � R d i f STRUCTURAL NOTES (UNIFORM BUILDING C('DF_ ). ( UNLESS OTHERWISE NOTED ON PLANS1 CODE UNIFORM BUILDING CODE, 1985 EDITION (UBC ) . STANDARD SPECIFICATIONS AND STANDARDS TO BE LATEST EDITION . LOADS LIVE LOADS : ROOF 2_`, PSF BASIC WIND SPEED E30 MPH EXPOSURE F, SEISMIC ZONE :4 K 1 . 3 FOUNDATIONS AND SLAB ON GRADE FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH OR STRUCTURAL F:[LL OF 2000 PSF MINIMUM BEARING CAPACITY AT A MINIMUM. DEPTH BELOW ADJACENT EXTERIOR GRADE OF 18" . IF EXCAVATION SHOWS SOIL TO BE OTHER THAN NOTED, NOTIFY THE ARCHITECT FOR POSSIBLE FOUNDATION REDESIGN . COMPACTED BACKFILL SHALL BE WELL-COMPACTED, CLEAN, GRANULAR FILL, CONTAINING NO MORE THAN 5% BY WEIGH" OF FINES (PASSING NO . 200 SIEVE) .AND SHOULD BE COMPACTED IN 8" LOOSE THICKNESS LIFTS TO AT LEAST 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557 . SOIL BENEATH SLAB ON GRADE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER ASTM I 1557 . BACKFILL BEHIND ALL WALLS WITH WELL-DRAINING, GRANU"�AR FILL MATERIAL, AND PROVIDE FOR •SUBSURFACE DRAINAGE . ALL FOOTINGS TO BE CENTERS. BELOW CENTERLINE OF COLUMNS OR WALLS ABOVE . PLACE e!" CONCRETE SLAB ON GRADE ON UNDER-SLAB VAPOR BARRIER OVER 4" COMPACTED GRAVEL , REINFORCE SLI- ON GRADE WITH WWF 6x6 W1 . 2xW1 . 2 , CENTERED . PROVIDE CONTRO:. OR CONSTRUCTI( JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH . JOINT LOCATIONS SHALL BE ,APPROVED BY THE ARCHITECT. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH SECTION �604 (d ) OF THE UBC AND THE AMERICA'N CONCRETE INSTITUTE 'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUI"�DINGS (ACI 301 ) F 'c = 2000 PSI AT 28 DAYS . CONCRETE COVER ON REINFORCING STEEL SHALL BE A. FOLLOWS : CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH : 3" CONCRETE EXPOSED TO EARTH OR WEATHER : #5 $ARS AND SMALLER 1-1/2" CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND; SLABS, WALLS, JOISTS : *11 BARS AND SMALLER 3/4" 1 1 DESIGN IMIX ,SHALL BE SUBNITTED TO THE ARCHITECT FOR REVIEW PRIOR TO CONSTRUCTION . EMFED ANCHOR P(__)LTE A MINIMUM OF 7" INTO CONCRETE AND HOOK PROVIDE 5% ,AIR ENTRAINMENT IN ALL. CONCRETE , SUBJECT TO FREEZING AFTER CURING . ALL CONCRETE SHALL BE POURED MONOLITHICALLY UNLESS SHOWN OTHERWISE . CONSTRUCTION JOINT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO PLACEMENT . REINFORCING STEEL REINFORCING STEEL SHALL BE DEFORMED FILLET STEEL CONFORMING TO ASTM A-61 ` GRADE 60, F�� = 60, 000 PSI . UNLESS OTHERWISE NOTED, LENGTHS OF LAPS SHALI BE 20" FOR #4 BARS . PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIOI, ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318 . WELDED WIRE FABRIC ( WWF ) SHALL BE COLD-DRAWN WIRE CONFORMING TO ASTM A- 185 , Fy = 60, C PSI . SUPPLY IN SHEETS, NOT ROLLS . LAP WELDED WIRE FABRIC 12 " AT SPLICE TIMBER CONNECTORS CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO . 87H-1 , OR APPPROVED- PROVIDE - NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER . CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER ' S RECOMMENDATIONS . WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE- HALF OF THE NAILS OR BOLTS IN EACH MEMBER . ALL NAILS TO BE COMMON . ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED. ALL JOISTS ARE TO BE CONNECTED TO FLUSH BEAMS WITH LU- SERIES JOIST HANGERS . LUMBER ALL LUMBER IS TO BE IN ACCORDANCE WITH WWPA GRADING RULES . LUMBER SHALL DOUGLAS FIR ( KD 15 ) AS FOLLOWS : GRADE LIGHT FRA.,MING ( 2x4 ) STUD Fb = 600 PSI JOISTS AND PLANKS (2x_, 4x_) #2 Fb = 1250 PSI ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED . FRAMING PROVIDE FULL DEPTH BLOCKING AT LINES OF JOIST SUPPORTS . TOENAIL. EACH JOI: TO TOP PLATE: OR BEAM BELOW WITH TWO 16d NAILS . ALL COLUMNS SHALL BE TWO STUDS MINIMUM . ALL NONBEARING WALLS SHALL BE 2x4 STUDS AT 16" O. C . MINIMUM . WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE . END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NA EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS . NAIL MULTI-STUD COLUMNS AN: MULTI-JOIST BEAMS TOGETHER WITH 16d AT 12" O . C . FACE NAIL DOUBLE TOP PLA' WITH 16d AT 12" O. C . AND LAP MINIMUM 4 ' -0" AT JOISTS AND PROVIDE SIX 16d NAILS AT 4" O . C . EACH SIDE OF JOINT. FACE -NAIL BOTTOM PLATE TO WOOD BELO1 WITH 16d AT 12" O.C . BOLT BOTTOM PLATE TO CONCRETE BELOW WITH 5/8" DIAMETER AT 4 ' -0" O. C . WITH A BOLT WITHIN 10" OF ENDS OF PLATE . r � [ n � r. , J � _ k• STEEL PURLINS AND STEEL STRAP PURLINS AND STEEL STRAPS SHALL BE SIZE AND GAUGE AS NOTED ON PLANS AND HA Fy = 33 , 000 PSI CONFORMING �T'O ASTM A-446, GRADE A (GALVANIZED) . MINIMUM STEEL Z-PURLIN PROPERTIES SHALL BE AS FOLLOWS BY HCI STEEL PRODUCTS INC . DEPTH FLANGE WIDTH , AREA IX SX RK MANUF . ( IN . ) GAUGE ( IN . ) ( IN' )_ ( IN4 ) ( IN- ) ( I N . ) DESIGNATION 10 10 3 . 144 2 . 34 34 . 19 6 . 84 3 . 82 10 Z 135 STEEL TO STEEL CONNECTORS SHALL BE NO . 12-14 HEX HEAD MILCOR TITELOCY. SCREWS, OR' APPROVED . LENGTH = 3/4 " , DIAMETER = . 153" . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS, BEFORE PROCEEDING . ANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT . CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORAR SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED ANY PROPOSED FIELD CHANGES 'MUST 'HAVE PRIOR WRITTEN APPROVAL FROM THE ARCHITECT . CONTRACTOR- INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION . CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT . DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION . WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF :SIMILAR CHARACTER TO DETAILS 'SHOW, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT . i t 1 ♦• C •C r � ___ r _� _, - -t--- CH9 of PA �m�� CITY HALL O 238 N.OLYMPIC AVENUE ARLINGTON,WA 98223 ❑ (206)435-5785 t: THE FOLLOWING ARE REQUIREMENTS FOR OBTAINING A BUILDING PERMIT. A. A completed building application form must be submitted. B. A plot plan should be submitted showing the dimensions from property linee, location of streets, alleys, and existing buildings. C. A legal description of the property of which the project is to be constructed. D. An approved septic and drainfield permit from Snohomish county Health Department providing city sewer is not available. E. An Engineered Storm Drainage plan for all commercial projects. F. An Enviromental Checklist for all projects not exempt. G. Plans must be drawn by a licensed engineer if the proposed building is for public use or more than 4, 000 Sq. Ft. H. 2 complete sets of plans for all single family residence. These should contain a floor plan, elevations of sides of the building, wall section, foundation plan, and a roof framing plan. I. 4 complete sets of plans for all commercial and multifamily buildings. These should include a floor plan, wall section, foundation plan, roof diaphrams, structural calculations, sprinkler systems if applicable, plumbing and mechanical details if required. NO CONSTRUCTION OR SITE PREPARATION CAN BE STARTED UNTIL PLANS HAVE BEEN APPROVED AND A PERMIT HAS BEEN ISSUED BY THE BUILDING OFFICIAL. ALL PLANS MUST BE APPROVED BY THE PUBLIC WORKS, CITY ENGINEER, PLANNING DEPARTMENT, BUILDING DEPARTMENT AND ANY OTHER DEPARTMENT OR AGENCY AS DEEMED NECESSARY, BY THE CITY OF ARLINGTON. THESE ITEMS ARE SUBJECT TO CORRECTIONS OR COMMENTS PRIOR TO ISSUING A PERMIT. 0 • ACCOUNI NO. FKE 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 purpose at 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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . I . . . . . . . . . . . . . . . s Water Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s Fire Hydrant Installation . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s T r_: Street Repairs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ -' Tap In Charge. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ co Equalization Fee . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s 00/ j•7 r Water Service Connection Charge (Metering Charge) . . . . . . . . . . . . . . . . . . . . . . b 7Q( � C7 .0 _; pi cif 7< i-7) rj' ._r Sewer.Main Extension. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Sewer Main Reimbursement. . . . .: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s Side Sewer Permit(s). . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . $ Sewer Service Connection Charge : . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s Total. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . s 9G�, f 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. hereby authorize the following tenant, to have 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, �0'V 3 0 4 ow DALE 4Z ADDRESS 0s • • �� , N�N'•T R I C Toe-�� f�v jpap- � �e-'u --P•--Io DVS =.��,,�„ + - 14 :. . . 0001 �o + t97 Q57 " _ V UGx (�vLOli.Y, S.I CroX. 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DATE '7-9 EN,tIL Q orb l ?D Tot° f Z-/FTL Tc)W41L bL je"( T o dr)ALL 7-DP AIVTE w 1'6clC l v. o.0 - z Y_ 6 l Oc_e 10 C�- 2 �_ i - i 0 4 SWENSON/ENGINEERS STRUCTURAL CONSULTING 611 POST AVENUE roe !�v •� SEAME, WA 98104 (206) 623-4955 SHEET No —_ of ---�-( - CALCULATED BY DATE draie wallS.- 3 ,3,•3r .c�,J cJ , /D (D C� C�� 1 $ +l�s rz z >>., / a n a o.S9�n - yz(rz71, 3 _ - . ---• �- -- -----�z-s off,:fir.3 3� _ .� - - -- SWENSONANGINEERS STRUCTURAL CONSULTING JOB _- c c 611 POST AVENUE OF . SEATTLE, WA 96104 [206) 623-4955 SHEET NO - �J � �,Jp CALCULATED BY J - - DATE- `� - 1 D c !Q G A v i C-AP 4- SP)-)C __PAP mr�N�f��Es SEC_ C� /o G -5TEEL ,s7PW Loc-R�o y (1) pug-LIN QVEfZ 5TX OA-LL, oTN�S RLE rc)P •P14TE i —TJ O Ld- +LL ' Z_ "�)7EEL7��P .47-rpGrt ?DE�lDC- L-)/ s dz E /O .: -s` SWENSONANGINEERS STRUCTURAL CONSULTING- JOB t� { $302 611 POST AVENUIE 13 SEAME,WA 98104 (206) 623-4955 SHEET NO. -�-�y� OF- CALCULATED BY �� DATE- 13 5T I??AP +4T1Ac1+. /o L ro 6a6E cw! y -jz-rf 5ca, E►JO z PvRc.l '� ,oiAC�n�?r�L S7��gP. 'x to GAGE A Co.v7' od - - ---- _ Q 6q5c-T/ 0 lJ A-)7 % 0 SWENSON/ENGINEERS STRUCTURAL CONSULTING - _ L 611 POST AVENUE JOB { �' i X- SEAME, WA 98104 (206) 623-4955 3 SHELT NO --.. /� Of / 2 CALCULATED BY . /.EL DATE-.�.f./. tlt.. - Y . ^ztf � ,r Pc)P�uk) 64 L ,__.7 4 . 'r c 7/ ��-- ---- �' s � 4 STRUCTURAL NOTES (UNIFORM BUILDING CODE), ( UNLESS OTHERWISE NOTED ON PLANSI CODE UNIFORM BUILDING CODE, 1985 EDITION ( UP-C ) . STANDARD SPECIFICATIONS AND STANDARDS TO BE LATEST EDITION . LOADS LIVE LOADS : ROOF 2`. PSF BASIC WIND SPEED 80 MPH EXPOSURE F; SEISMIC ZONE .1 K 1 . 3; FOUNDATIONS AND SLAB ON GRADE FOOTINGS TO BEAR ON FIRM UNDISTURBED EARTH OR STRUCTURAL F-ILL OF 2000 PS,F MINIMUM BEARING CAPACITY AT A MINIMUM DEPTH BELOW ADJACENT EXTERIOR GRADE OF 18" . IF EXCAVATION SHOWS SOIL TO BE OTHER THAN NOTED, NOTIFY THE ARCHITECT FOR POSSIBLE FOUNDATION REDESIGN . COMPACTED BACKFILL SHALL BE WELL-COMPACTED, CLEAN, GRANULAR FILL, CONTAINING NO MORE THAN 5% BY WEIGH, OF FINES (PASSING NO . 200 SIEVE) .AND SHOULD BE COMPACTED IN 8" LOOSE THICKNESS LIFTS TO AT LEAST 95% OF MAXIMUM DRY DENSITY AT OPTIMUM MOISTURE CONTENT AS DETERMINED BY ASTM D-1557 . SOIL BENEATH SLAB ON GRADE SHALL BE COMPACTED TO 90% OF MAXIMUM DENSITY AT OPTIMUM MOISTURE CONTENT PER ASTM L 1557 . BACKFILL BEHIND ALL WALLS WITH WELL-DRAINING, GRANU_�AR FILL MATERIAL, AND PROVIDE FOP -SUBSURFACE DRAINAGE . ALL FOOTINGS TO BE CENTERS BELOW CENTERLINE OF COLUMNS OR WALLS ABOVE . PLACE 'I" CONCRETE SLAB ON GRADE ON UNDER-SLAB VAPOR BARRIER OVER 4 " COMPACTED GRAVEL , REINFORCE SLf ON GRADE WITH WWF 6x6 W1 . 2xW1 . 2 , CENTERED . PROVIDE CONTRO.. OR CONSTRUCTIC JOINTS IN SLABS ON GRADE TO BREAK UP SLAB INTO RECTANGULAR AREAS OF NOT MORE THAN 400 SQUARE FEET EACH . JOINT LOCATIONS SHALL BE APPROVED BY THE ARCHITECT. CONCRETE ALL CONCRETE SHALL BE MIXED, PROPORTIONED, CONVEYED AND PLACED IN ACCORDANCE WITH SECTION 2604 (d ) OF THE UBC AND THE AMERICA:N CONCRETE INSTITUTE 'S SPECIFICATIONS FOR STRUCTURAL CONCRETE FOR BUI:'IDINGS ( ACI 301 F' c = 2000 PSI AT 28 DAYS . CONCRETE COVER ON REINFORCING STEEL SHALL BE 1. FOLLOWS : CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH : 3" CONCRETE EXPOSED TO EARTH OR WEATHER : #5 $ARS AND SMALLER 1-112 " CONCRETE NOT EXPOSED TO WEATHER OR IN CONTACT WITH THE GROUND; SLABS, WALLS, JOISTS : #11 BARS AND SMALLER ;s/4^ J � DESIGN NIX hHALL BE SUBMITTED TO THE ARCHITECT FOR REVIEW PRIOR TO' CONSTRUCTION . EMBED ANCHOR BOLTS A MINIMUM OF 7 " INTO CONCRETE AND HOOK PROVIDE 5% ,AIR ENTRAINMENT IN ALL, CONCRETE , SUBJECT TO FREEZING AFTER CURING: AL)_. CONCRETE SHALL BE POURED MONOLITHICALLY UNLESS SHOWN OTHERWISE . CONSTRUCTION JOINT LOCATIONS SHALL BE DETERMINED BY THE CONTRACTOR AND APPROVED BY THE ARCHITECT PRIOR TO PLACEMENT . RE I NFORC I NG__STEEL____ REINFORCING STEEL SHALL BE DEFORMED BILLET STEEL CONFORMING TO ASTM A-61 _ GRADE 60, Fy 60, 000 PSI . UNLESS OTHERWISE NOTED, LENGTHS OF LAPS SHAL1 BE 20" FOR #4 BARS . PROVIDE ELBOW BARS TO LAP HORIZONTAL BARS AT ALL CORNERS AND INTERSECTIO?\ ALL HOOKS SHALL BE "STANDARD" IN ACCORDANCE WITH ACI 318 . WELDED WIRE FABRIC ( WWF7 SHALL BE COLD-DRAWN WIRE CONFORMING TO ASTM A- 185 , Fy = 60, C PSI . SUPPLY IN SHEETS, NOT ROLLS .. LAP WELDED WIRE FABRIC 12 " ,AT SPLICES - TIMBER CONNECTORS CONNECTORS CALLED OUT BY LETTERS AND NUMBERS SHALL BE "STRONG TIE" BY SIMPSON COMPANY, AS SPECIFIED IN THEIR CATALOG NO. 87H-1 , OR APPROVED.. PROVIDE NUMBER AND SIZE OF FASTENERS AS SPECIFIED BY MANUFACTURER . CONNECTORS ARE TO BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER ' S RECOMMENDATIONS . WHERE CONNECTOR STRAPS CONNECT TWO MEMBERS, PLACE ONE- HALF OF THE NAILS OR BOLTS IN EACH MEMBER . ALL NAILS TO BE COMMON . ALL SHIMS SHALL BE SEASONED AND DRIED AND THE SAME GRADE (MINIMUM) AS MEMBERS CONNECTED . ALL JOISTS ARE TO BE CONNECTED TO FLUSH BEAMS WITH LU- SERIES JOIST HANGERS . LUMBER ALL LUMBER IS TO BE IN ACCORDANCE WITH WWPA GRADING RULES . LUMBER SHALL DOUGLAS FIR -( KD 15 ) AS FOLLOWS : GRADE LIGHT FRAMING ( 2x4 ) STUD Fb = 800 PSI JOISTS AND PLANKS (2x—, 4x_) 42 Fb = 1250 PSI ALL LUMBER IN CONTACT WITH CONCRETE TO BE PRESSURE TREATED . FRAMING PROVIDE FULL DEPTH BLOCKING AT LINES OF JOIST SUPPORTS . TOENAIL, EACH JOI; TO TOP PLATE; OR BEAM BELOW WITH TWO 16d NAILS . ALL COLUMNS SHALL BE TWO STUDS MINIMUM . ALL NONBEARING WALLS , SHALL BE 2x4 STUDS AT 16" O. C . MINIMUM . ' WALLS SHALL HAVE A SINGLE BOTTOM PLATE AND A DOUBLE TOP PLATE . END NAIL TOP PLATE TO EACH STUD WITH TWO 16d NAILS, AND TOENAIL OR END NA EACH STUD TO BOTTOM PLATE WITH TWO 16d NAILS . NAIL MULTI -STUD COLUMNS AN, MULTI-JOIST BEAMS TOGETHER WITH 16d AT 12" O. C . FACE NAIL DOUBLE TOP PLA' WITH 16d AT 12" O. C . AND LAP MINIMUM 4 ' -0" AT JOISTS AND PROVIDE SIX 16d NAILS AT 4" O. C . EACH SIDE OF JOINT . FACE NAIL BOTTOM PLATE TO WOOD BELO', WITH 16d AT 12 " O. C . BOLT BOTTOM PLATE TO CONCRETE BELOW WITH 5/8" DIAMETER AT 4 ' -0" O. C . WITH A BOLT WITHIN 10". OF ENDS OF PLATE . of . . 4 STEEL PURLINS AND STEEL STROPS PURLINS AND STEEL STRAPS SHALL BE SIZE AND GAUGE AS NOTED ON PLANS AND HA Fy = 33, 000 PSI CONFORMING (To ASTM A-446 , GRADE A ( GALVANIZED) . MINIMUM STEEL Z-PURLIN PROPERTIES SHALL BE AS FOLLOWS BY HCI .STEEL PRODUCTS INC . DEPTH I FLANGE WIDTH . AREA I:X SX RX MANUF . ( IN . ) GAUGE ( IN . ) ( IN' ) ( IN` ) ( IN' ) ( IN . ) DESIGNATION 10 10 3 . 144 2 . 34 34 . 19 6 . 84 3 . 82 10 Z 135 STEEL TO STEEL CONNECTORS SHALL BE NO. 12-14 HEX HEAD MILCOR TITELOCY. SCREWS OR' APPROVED . LENGTH = 3/4" , DIAMETER = . 153" . GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND CONDITIONS BEFORE PROCEEDING . ANY VARIATION FROM THE DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT . CONTRACTOR IS RESPONSIBLE FOR ERECTION STABILITY AND TEMPORAR SHORING AS NECESSARY UNTIL PERMANENT SUPPORT AND STIFFENING ARE INSTALLED ANY PROPOSED FIELD CHANGES MUST HAVE PRIOR WRITTEN APPROVAL FROM THE ARCHITECT. CONTRACTOR-INITIATED CHANGES SHALL BE SUBMITTED IN WRITING TO THE ARCHITECT FOR APPROVAL PRIOR TO FABRICATION OR CONSTRUCTION . CHANGES SHOWN ON SHOP DRAWINGS ONLY WILL NOT SATISFY THIS REQUIREMENT . DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION . WHERE CONDITIONS ARE NOT SPECIFICALLY INDICATED BUT ARE OF SIMILAR CHARACTER TO DETAILS SHOW, SIMILAR DETAILS OF CONSTRUCTION SHALL BF; USED, SUBJECT TO REVIEW AND APPROVAL BY THE ARCHITECT . 1 SNOHOMISH HEALTH DISTRICT -Envioonmental Health Division Courthouse, Everett, WA 98201 ]-j jl0 j—�b-012-0009 339-5270 .(Property Tax Account Number) APPLICATION FOR AN ONSITE SEWAGE DISPOSAL PERMIT ®New ❑Renewal ❑Redesign ❑Repair ❑Alteration ❑Alternative Applicant Westar Prop .rti _s Phone 435-8581 Mailing address P. O. Rnx 3ZI39 City Arlington ZiP op-q. For Installation at 192nd St NE City Arl i nZton Sec._5 Twp.31 Rg. 4 Legal description Arlington ngton Airport T,PasP. Tracts Short Plat/LLS No. R1 r1g 502 Lot 2RR Plat Lot Blk. Type of Building: Newer_ Existing SFR Duplex No. Bdrms. Commercial X Other Water Supply: Public X Name City of Arlington (Attach Lettor of Availability), Private Source Protective Covenants Attach a detailed drawing to scale of the onsito system Indicating: soil log holes, drainfleld lines, 100% reserve area, contours, elevations, bodies of water, property lines, house location, banks, excavations, easements, north, and any proposed or existing well within 100 feet. SOIL LOG 1.0-2" Top soil ; 2"-22" Reddish brown gravelly loamy sand; 22" -52" Olive Brown gravelly sand SOIL- LOG 2.0-2" Dark brown top soil; 2" -18" Reddish brown gravelly loamy sand; 18"-50" 01 i vP brown gravpl 1 y -,anrl SOIL LOG 3. SOIL LOG 4. SOIL LOG 5. SOS CLASSIFICATION Fyaratt SOIL TYPE 2 APPLICATION RATE 1 . 2 gal./sq. ft./day DEPTH TO HIGHEST SEASONAL GROUNDWATER ()n4lnch.es OBSERVED ESTIMATED X DATE 2 l 6 / 87 SEPTIC TANK SIZE 1000 gallons TRENCH: SO. FT. 352 WIDTH 24 Inches DEPTH 24-36 inches REQUIRED COVER SOIL: DEPTH Inches, and VOLUME cubic yards Signature of Designer License No. 21158 Phone No. 653-5669 AddressQ-5 Cpdar Ste��I i tp -B-1 City Marysyi 1 1 P Zip 98270 Date 9-26-88 DO NOT WRITE BELOW THIS LINE Application Denied Date / / Sanitarian Pending: (Dato) APPLICATION APPROVED Date_ /' / SANITARIAN PERMIT ISSUANCE APPROVED Dato / / SANITARIAN PERMIT ISSUED; (Date) / / BY _ PERMIT NO. Called For Inspection: (Date) I I By Installer Renewal By Date ! 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PERMIT TO INSTALL AN ONSITE SEWAGE DISPOSAL SYSTEM Snohomish Health District - Environmental Health Division 339-5270 approved for issuance Tax Account number Subdivision/lot# Applicant name 1`17QUAP, f'r.or1r,IpTIFS Site address Al lir,r}I„,, Air r nt,jl I nn,,r� T , ,�•t� City Building permit applicant name �nrin �►�--fir`' Septic tank gals. Drainfield ' sq. ft. Trench: Depth Width Cover soil n cu.yds. INSTALLER hereby certify this system was installed under my supervision and control and complies with all provisions of Snohomish Health District requirements and W.A.C. 248-96, the State On Site Sewage Disposal Regulation. Installer Company Name By Date DESIGNER I hereby certify that this system installation complies with the criteria of my approved design and with the requirements of the Snohomish Health District and W.A.C. 248-96, the State On Site Sewage Disposal Regulation. Final Approval Company By Date Disapproved By Date Comments HEALTH DISTRICT Final Approval_ By Date Disapproved By _ .—Date Comments DO NOT COVER BEFORE HEALTH DISTRICT INSPECTION AND FINAL APPROVAL This Snohomish Health District Permit to install an onsite sewage disposal system is valid only when issued concurrently with the city or county Building Permit for the above named individuals and property and will remain valid for the term of the Building Permit (minimum of 18 months). Expiration of this permit will require submittal of a new application and fees. r ' ' ICU 1 LD I NG PERMIT REVIEW CHECKLIST :�� .,fir PLANS RECEIVED �A-Tr BY "�-� . DUC MENTS SUBMITTED: /� BUILDING PERMIT APPLICATION ° q" = _PLANS FOR BUILDING STORM DRAINAGE PLAN ENVIROMENTAL UIIECKLIST � •1l ��►�1�� PLOT PLAN CITY!-IALL 1J 1I iinU b OLYMPIC AVENUE �.[ UTIIER A NOTED f Af1LINCifON•wn 9e223 CIIECKED FOR ZONING COMPLIANCE: ZONING , 2O USE p APPROVED BY DEPARTMENTS: WATER SEWER STREET FIRE SANITATION ENGINEERING 1ES : of READY FOR BUILDING INSPECTOR REVIEW: , APPROVED BY BUILDING INSPECTOR: t, • r '�' ., tt,• r:� V vr. I:SJ.f i '�� i=T/' ��. .� :'t• t rF`•• tfe ,1�,a.: 'r:•' k. ..� 'f #';`..'• ';its• ° .r. 'f 't:iC: ''. i •'fit! � •' �);• : ,,{'t .{•, r' I• •�.K '1•"� i. _ n'a. ,�i 0 1' �'r PEERMI f Ai', - 230 N. OLYMPIC AVE., ARLINGTON, WA 9822.3 o . (2.06),435.5785 COMMERCIAL, RESIDENTIAL, MECHANICAL, PLUMBING, GRADING Tax Account Number y i Job Site Address Lbl JOB #502 City ARLIN= Applicant Name WESTAR PROPERTIES Phone 435-8581 Mailing Address PO BOX 3339 City ARLINGTON Zip 98223 Contractor Name WESTAR PROPERTIES License # WESTAP*1 31 K6 Address 19012 61 st AVE NE ##5 City ARLINGTON Zip 98223 Phone 435-8581 Architect/Engineer GARY PARKINSON License # Address City Zip Phone TYPE OF PROJECT STANDARD INDUSTRIAL WAREHOUSE - SPEC Sewage Disposal Right-of-Way Width Culvert Permit No. LOCATIONAL INFORMATION; SEC TWP RGE 16th Plat Name/Short Plat No./Segregation No. Lot/Parcel # 28 B Block # Lot Size i Is the average slope of the property in excess of 25%? Yes No X Has construction started? Yes No X This structure will be used for the following 'f g purpose INDUSTRIAL USE i Other buildings on this property NO OWNER /AGENT SIGNATURE DATE NOTICE: Front Yard Setbacks. Curbs, Sidewalk Edge, Edge of Street pavement is not necessarily your front property line. In the cas 4 where your setback will be measured from the front property !ine, be certain that you are measuring from the actual front property line an. that your plot plan depicts this. In the event your setback will be measured from a private access easement, the edge of the unproved roa. is not necessarily your front property line. Be certain that you are measuring from the edge of the actual easement and that your plot plar I depicts this. ACKNOWLEDGED ------------------------OFFICE USE ONLY BELOW THIS LINE---------------------- PERMIT CONDITIONS . . ZONING: Max Lot Cover_ % Max Bldg. Height,��/ I I f S SETBACKS: Front Side Rear Basic Plan # Other Coveimfits SPECIAL CONDITIONS . . . D ==281988 SANITATION PUBLIC WORKS ON SITE LETTER DRAIN TRAFF ENV HEALTH SEWER CN R/R — RD lMP__ OCD ACCESS _ RSBP _ LS — SLIDE — CMBP _ ESMT RSME STD BLA SLOPE CMh'E _ ADDRESS PLBG SIP A SEPA _ SITE PLAN — CULVERT MBHM _ 5 ACRE _ OTHER _ FIRE AFF/BOND MOVE LOTS — OTHER - - GRADING INSP 20 ACRE_ OCP CU FL ZN — FML BLA PLAT _ REZQ^;E_ i SFQA — SH LN SP VAR Su- VA 1 .c LEGAL DESCRIPTION LEASE TRACT 28B, ARLINGTON INDUSTRIAL TRACTS That portion of the Southwest Quarter of the Southeast Quar- ter of Section 15 , Township 31 North, Range 5 East of the Willamette Meridian, described as follows : Commencing at the Southwest corner of said subdivision; thence N 4° 00 ' 06" W, along the West line of said subdivision, a distance of 757 . 12 feet to the True Point of Beginning; thence continuing N 4'- 00 ' 06" W, along the West line of said subdivision, a dis- tance of 200 . 00 feet; thence N 86' 02 ' 38" E a distance of 200 . 00 feet; thence S 4° 00 ' 06" E a distance of 200 . 00 feet; thence S 86' 02 ' 38" W a distance of 200 . 00 feet to the True Point of Beginning. Containing 0 . 92 acres . SUBJECT TO an Easement for utilities purposes, over, under, across and through the North 10 . 00 feet , the East 10 . 00 feet, the South 10 . 00 feet, and the West 10 . 00 feet of the above described tract. i i 71-276 9-6-88 CML-LS I i i i r u d "ERMI f Av- 230 N. OLYMPIC AVE., ARLINGTON, WA 98223 ,4 ` +' • (206) 435.5785 f C0MMERCIA!, R SID�E%7!A!-, NIECHAN!CAS PI_L1MBING, GOADING Tax. Account Number job'Site Address LotA 6 JOB #502 City ARLINGTON ^,ppkcant Name WESTAR PROPERTIES Phone 435-8581 WIing Address PO BOX—3339 City ARLINGTON Zip 98223 Contractor Name WESTAR PROPERTIES License # WESTAP*1 31 K6 Address 19012 61 st AVE NE #5 City ARLINGTON Zip 98223 Phone 435-8581 Architect/Engineer GARY PARKINSON License # address City Zip Phone TYPE OF PROJECT STANDARD INDUSTRIAL WAREHOUSE — SPEC : Sewage Disposal Right-of-Way Width _ Culvert Permit No.- _ LOCATIONAL INFORIVATION: SEC TWP RGE 15th Plat Name/Short Plat No./Segregation No. Lot/Parcel # 28 B Block # Lot Size Is the average slope of the property in excess of 25%? Yes No X Has construction started? Yes No X This structure will be used for the following purpose INDUSTRIAL USE Other buildings on this property NO OWNER /AGENT SIGNATURE DATE %CT!CE: Front Yard Setbacks. Curtis, Sidewalk Edge, Edge of Street pavement is not necessarily your front property line. In the cas where your setback will be measured horn r'ie front property line, he certain that you are measuring from the actual front property line an that your plot plan depicts this. In the event your setback will be measured from a private access easement, the edge of the unproved roa. is not necessarily your front property line. Be certain that you are measuring from the edge of the actual easement and that your plot pla depicts this. ACKNOWLEDGED -------------------------OFFICE USE ONLY BELOW THIS LINE------------- PF.RMIT CONDITIONS . . . L �, r---- - V,4 �uct- ZONING: Max Lot Cover_ % Max Bldg. Height f SETBACKS: Front Side l Rear Basic Plan # Other "Coven,i ,s SPECIAL CONDITIONS . . . R L5 O V IS 2 8 P S P 1988 SANITATION PUBLIC WORKS _ ON SITE LETTER DRAIN _ TRAFF ENV HEALTH SEWER CN R/R RD IMP ,n ACCESS RSBP _ -- LS SLIDE ESMT RSME. _ STD BLA SLOPE- -- -- CMiME T_ _ ADDRESS PLBG SP SEPA _ SITE PLAN _ CULVERT MBHM 5 ACRE OTHER — FIRE _ AFF/BOND ' MOVE — -- LOTS OTHER -- GRADING INSP 20 A,CRE CCP CU FL ZN FML BLA PLAT— —_ REZO^1E= fiE°A SH LN SP VAR SU VA IV T O 7 ro ni Vol N^ ANC C 00 p�ACE NE. oti � `�pJT� _o- oN ss'_ 87.52• I -.01 1a'89 o co xa .i 0 I J, � D �°o�,vj�q,�-{• p . ACMtr1 Q Z F4 00 co N I I I I o - 411 O p O Q p cp I sil t�i 86 o23a•E I n �A Z Z I I ° 01 l69•l0.— -. i o ZOO 00 .. Mc 0 I b N � r„ of ' �� A of N o, I I ➢ C O -N86"o2'32w"E -1 I �' W z (A I ��P z I ocuo ; • 585.2�.... �I I: .�.aw .... S9 : C ..•(05.2 � � _190.b2-• _.••• . .�/ - 2.00.02...�.. � 78 l.7 S J.. �� ROAt7 0 ; O • •• •ZO OZ•• j!I' �'r' -Z0'061• ��I i\'• •��Z'SC5�• � J .6So '• �mPa I� ...LZ'S85 •.. F � ... • c�- cfJ ix I �d• .• N w uJ I l i 92 C4 �'c a Ito I I. Lu o Z � Q I r tJ I I. V. ce I O a _ = � � — UJ „RE.ZO 099 N I N N d I I O W cl joT 00 OOZ 10 (II o f i Z D- ill UAco - LLJ o co b `F"�p: ��d EL'4��- -- ...� g4,ZOo�8 N -•• • ' •- 4 Z4 d� I 4�l 6.6. �t r•n ` ••ZS'L8 � N 1��\ 1 W a S ¢ am 1 NLA CA- nl DO . > ao [mod• �a $ � b- U a�— lU � �, Q�%►-J �d� F- � 9 Z N� i u 2 a :► i r% CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.00069 OWNER MAIL ADDRESS CITY ZIP PHONE Dave Walker 18931 59th Ave Arlington , Wa , 98223 435-3066 ARCHITECT OR DESIGNER MAIL ADDRESS L ITY ZIP PHONE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE N Same as above MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE 8 CLASS OF WORK IN NLW ❑ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION []BUILDING RELOCATION VALUATION OF WORK J ,000 DESCRIBE WORK Construct and install new paint booth with fire alarm syste.m PRUPOSE D USE OF BUILDING P a i n t i n O f cabinets b%n e t s I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- g TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DES(RIPI ION OF PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOr BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT. THE GRANTING OF 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 CONSTRUCTION. PERMIT EXPIRES I YEAR FROM DATE OF ISSUANCE. SIGNATUREOF CONTRACTOR OR AUTHORIZED AGENT DATE j08ADDRLSS 18931 59th Ave, #3 " (OFFICE USE ONLY) ECHANICAL PLUMBING NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND UNITS -HP. EA. BATHTUB REFRIGERATION UNITS-H.P.EA. LAVATORY (WASH BASIN) BOILERS-H.P. EA SHOWLR GAS FIRED A_C, UNITS-TONNAGE EA. KI TCHEN SINK & DISP. FORCED AIR SYSTEMS- B T.0 MEA DISHWASHER WALL HEATERS- B-T U M LAUNDRY 1 RAY UN11 HEATERS- B.T.0 M CLOTHES WASHER EVAPORAI IVE COOLERS WAIERHEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN TAIN RANGE HOOD COMMERCIAL FLOOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR,ETC,) WATER HEATER GAS PIPING SUBTOTAL S SUBTOTAL $ PERMIT $I PERMIT $ TOTAL FEE $1 1 TOTAL FEE $ SIDL YARD SE I BACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USE ZONE LOT AREA VACANT SITE NO FEES VALUATION FEE ❑YES TYPE OF CONST OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG 16 2 O SIZE OF BLDG. NO.OF STORIES MAX,OCC.LOAD BUILDING $ 25 00 PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE 3 50 ENERGY CODE SURCHARGE PENALTY U.B SEC.. 303(a) Permit issued for spray WATER/SEWER FEES booth only. TOTAL H47 PERMIT VALIDATION Subject to fire Dept , approval WHEN PROPERLY VALID TED (IN THIS SPACE) THIS 15YqUR PER.WT& CEIPT of fire alarm system. PAID t+' w CR# BY cc:ASSESSOR,APPLICANT,TREASURER, BLDG.DEPT RE oFFIR L COPY DATE CI IY OF ARLINGI ON CONSTRUCTION CIO rq>t (3oe'1`b. PERMIT. COMBINATION L] BUILDING ❑ MEC14ANICAL ❑' PLUMBING ❑ SIGN PEfIMIT NO. UriNE R MAIL.AUDRESS El l Y ZII /HONE Pto fLk TT' S 0. Ro 3339 /r1;r^�toh ARCIUItElORUESIGNER ^ MAIL ADDRESS CITY Z1► IIIONE %ga-a3 /55-3C66 I,TNl RAL LON I RAL TUR MAIL ADDRESS CITY ZIP r1IUNE ULTNSE \ 1,11.0IANICAL LON I RAC IOR MAIL ADDRESS CITY 10• IIIUN( rIU ,BING CON I RACIOR� MAIL ADDRESS CIfY 21P /IIONE LICENSE/ (IASSOF WORK []NIW_ n0L)lIION ❑ALIERAIION ❑REPAIR ❑DEKIOLIIION ❑BUILDING RELOCAIION VALUAIIONOFF WORK �q - j/yW0 Q o 1 UlSCRIBE WORK IRUfO51 D U5E UI BUILDING I HEREBY CERTIFY TI IAT I I IAVE READ AND EXAMINED 11115 APPLICA- 11ON AND KNOW TI-IE SAME TO DE TRUE AND CORRECT ALL PROVI- ll6AL VLSI RIPIIVN UI fRUfER1Y s11vwN Bllow vR AI TAaI r�uR cv�IE"s), SIONS OF LAWS AND ORDINANCES GOVERNING 11115 TYPE OF WORK � LOI BLOCK or 1r 31 7� Aa &L_, WILL BE COMPLIED WI11-1 WI IFTHER SPECIFIED IIFRIN OR NOf. 111E GRANTING OF A PERMIT DOES NOT PRESUME 10 GIVE AU1I IORI 1 Y To VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR rN, IoiJUMaER LOCALLAW REGULATING CONS IRUCT ION OF111EPFRFORMANCEOF CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. TUB aUURlSS SIGNMURE OF CONIAACIOKORAIJ/ilOPJZEDAGENT DALE Mo T F ICE USE ONLY) PLUMBING MECIIANICAL No _ TYPE OF FIXIURE FEE No. T PE OF EQUIPKIENI FEE _ WAILR CLOSE I WILL 1) _AIR_CONU.UNIIS -II.P.EA. _ BAIIIIUB REF RIGERAIION UNIIS-II.P.LA. _ LAVAIORY (WA511 BASIN) BOILERS-II.P.EA _ 5110ALR (;AS FIRED A.C.UNI IS- TUNNAGE EA. _ KI ICIILN S114K d VISP. FORCED A!R SYSIEMS- B.T.U. MEA _ DISIIWn511LR WALL HEATERS- B.T.U. NI _ LAUNDRY TRAY _UNII IIEAIERS- B.T.U. M _ CLOIHLS WASIILR EVAPURAI IVE COOLERS _ W,\ILK IILAILR CLOIIIES DRYERS _ URINAL VLNI ILA IION FAN _ IIR INK INL,IOUNIAIN _RANGE HOOD COMMERCIAL _ 1 LOUR IIRAIN _AIR IIANULING UNI T - CPA1 _ VACUUMBRLAKERS _ SIOVE ROOF DRAINS - RA_INLEAVERS KIETAL FIREPLACE 6 CIIIAINEY _ SINK ISERVICE - BAR.EIC.) _WAIE_R HEATER _ GAS PIPING SU_B IUTAL ' f SUB IUTAL f _ PERMIT 1 PERKIIT 1 _ 1UTALFEE f IUTAL TEE { Slut YARDSLIBALK SIRLEISEIBACK REAR YARDSEIBACK PLAN CIIECK NUMBER PLAN till CKIIE FEE RECEIPI NO. i 1;F/UNI LUI AREA VACANI SIIE ___ ❑YES []NO I EES VALUAIION ILL 11flUICON51. OCCUPANCYGRUUP 140.Of DWELLING UNI I S PLAN CITICKINGVG SIIl UI BIIX;. NU.0-IS IURILS MAX.UCC.LU AD BUILUIIJC If PLUMBING 1 IRE Sf RINKLERS REQUIREII [,YES ❑NO MECI IANICAL C.OMMLN I S 5TAIE SLUG.CODE ENERGY CODE SURCI IARGE _ P V.B C. ENALLY SEC.303(s) WAIEFUSEWERFEES TOTAL PERKIII VALIDAIION WI TEN PROPERLY VALIDATED BN I I IIS SPACE) 1111S IS YOUR PER1.111 6 RECEIPT PAID CRB BY cc:ASSESSOR.APPLICANT.TREASURER,SLOG.DEPT, lVi1UIIrc;aii u�i DATE RECORDS COPY JOB KARTAK GLASS COMPk-i-1, INC. SHEET NO. OF 12902 Highway 99 South EVERETT, WASHINGTON 98204 CALCULATED BY DATE 8 AM Noon 347-1477 CHECKED BY DATE SCALE —7 --—---------............ ............. 7-7 f "%ALF ypE ^ 16 PROW 204-1 A Inc,G.t.,M—01471. JOB— — — KARTAK GLASS COMPmAY, INC. 12902 Highway 99 South SHEET NO. OF EVERETT, WASHINGTON 98204 CALCULATED BY DATE 8 AM - Noon 347-1477 CHECKED BY DATE SCALE -- - - I-- - 4- -_ LJ I it LF- ..1_-_I i fir_:. _ .;.. _ -•._...— _.~-+•, - ._ ' - �_�.-�-:r . _ 1.__ _.�. - _�-- -�-- •.• - -- -...__ � ---�•�- - 1 � If -- - -- - PRODIICf MI Eos Inc,GMW,M—01471, r, JOB KARTAK GLASS C0MP4.,-,l, INC. 12902 Highway 99 South SHEET NO. OF EVERETT, WASHINGTON 98204 CALCULATED BY DATE 8 AM Noon 347-1477 CHECKED BY DATE SCALE j C3 :DILL 14 r-r I Q. %q IV, HLE T M, OL, S`_d— —,`�► i.tl. _ _ } `�,. 1:1..' — :�1i L'�.,(,i..... —i. it I ITT- r —7- PRMU 204-1=Ees Inc.,Groton,Mast01471 7 .r , i t F�ii CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. 00080 OWN MAIL ADD ES I P P e , �, �ox 3339 ArlingtonCTY , WA 9223 435-I �81 star Properties P ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# Same as above WESTAP*131K6 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# CLASS OF WORK ❑NLW In ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK $ 23 ,876, 15 DESCRIBE WORK Tenant improvement PROPOSED USE OF BUILDING machine shop d offices f l C e S I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- an TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DESCRIPTION OF PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LOT-BLOCK-OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OFA PERMIT DOES NOT PRESUMETO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTORORAUTHORIZEDAGENT DATE 108 ADDRESS 18931 59th Ave, NE X (OFFICE USE ONLY) PLUMBING MECHANICAL NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE 1 WATER CLOSET (TOILET) 2 AIR COND UNITS -H P, EA BAIHTUB REFRIGERATION UNITS-HP EA. LAVATORY (WASH BASIN) 2 BOILERS-H,P EA SHOWER GAS FIRED A C UNITS-TONNAGE EA_ 1 KI TCHEN SINK& DISP 2 00 FORCED AIR SYSTEMS- B T,U, MEA DISHWASHER 2 H WALL HEATERS- B T U M LAUNDRY TRAY UNIT HEATERS- B.T.U. M 1 CLOTHES WASHER 9 nn EVAPORATI'VECOOLERS WATER HEATER CLOTHES DRYERS URINAL VENTILATICN FAN DRINKING FOUN I AIN RANGE HOOD COMMERCIAL FLUOR DRAIN AIR HANDLING UNIT- CPM VACUUM BREAKERS STOVE ROOF DRAINS - RAINLEADERS METAL FIREPLACE &CHIMNEY SINK (SERVICE - BAR, ETC) WATER HEATER GAS PIPING SUB TOTAL S12 nn SUBTOTAL $ PERMIT ; 1 s PERMIT ; TOTAL FEE ; 2 7 TOTAL FEE ; SIDE YARD SE IBACK STRLET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO, USE ZONE LOT AREA VACANT SITE ❑YES ❑NO FEES VALUATION FEE TYPE OF Cv 'N NST OCCUPANCY 1GROUP NO.OF DWELLING UNITS PLAN CHECKING VG 157 95 BUILDING ; 243 00 SIZL OF BLDG, NO.OF STORIES MAX OCC GOAD 2 t PLUMBING 27 00 FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL COMMENTS STATE BLDG.CODE 3 50 ENERGY CODE SURCHARGE PENALTY U.B.C. SEC.303(a) WATER/SEWER FEES NoiNnav 10 u13 TOTAL 431 45 686L L L lnr PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE)) THIS IS YOUR PE T&RECEIPT dPAID CR# v (40 BY ?/D:f cc:ASSESSOR,APPLICANT,TREASURER, BLDG.DEPT. aul CIFTICALDATE RECORDS COPY CITY OF ARLINGTON CONSTRUCTION PERMIT ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO. OWNER MAIL.ADDRESS CITY ZIP PHONE Westar Properties PO Box 3339, Arlington, IVA 98223 435-8531 ARCHITECT OR DESIGNER " MAIL ADDRESS CITY ZIP PHONE GENERAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# Westar Properties same WESTAP*131K6 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE It PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE# CLASS OF WORK ❑NLW Q ADDITION ❑ALTERATION ❑REPAIR ❑DEMOLITION ❑BUILDING RELOCATION VALUATION OF WORK S DESCRIBE WORK Add 2nd floor to industrial bldg #502 unit #1 PROPOSE D USE OF BUILDING I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- Machine shop and offices TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- LLGAL DES(RIPTION OF PROPERTY(SHOWN BELOW OR ATTACH FOUR COPIES) SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK LU12A'BLOCK OF WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE GRANTING OFA PERMIT DOES NOT PRESUME TO GIVE AUTHORITYTO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR TAX ID NUMBER LOCAL LAW REGULATING CONSTRUCTION OFTHE PERFORMANCE OF CONSTRUCTION. PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE JOB ADDRLSS 18931 59th Ave NE, #1 , Arlington, WA X (OFFICE USE ONLY) PLUMBING MECHANICAL NO. TYPE OF FIXTURE FEE NO. TYPE OF EQUIPMENT FEE WATER CLOSET (TOILET) AIR COND.UNITS -H.P. EA. BAIHIUB REFRIGERATION UNITS-H.P.EA. LAVATORY (WASH BASIN) BOILERS-H.P.EA SHOWLR GAS FIRED A.C. UNITS-TONNAGE EA KI ICHEN SINK& DISP. FORCED AIR SYSTEMS- B T.0 MEA DISHWASHER WALL HEATERS-B.T.U. M LAUNDRY TRAY UNI1 HEATERS- B.T.U. M CLOIHESWASHER EVAPORATIVECOOLERS WAIER HEATER CLOTHES DRYERS URINAL VENTILATICN FAN 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 GAS PIPING SUBTOTAL $1 SUBTOTAL S PERMIT f PERMIT f TOTAL FEE $1 TOTALFEE f SIDL YARD SE IBACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK FEE FEE RECEIPT NO. USE ZONE LOT AREA VACANT SITE ❑YES ❑NO FEES VALUATION FEE TYPE OF CONST. OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG SIZE OF BLUE. NO.OF STORIES MAX.OCC.LOAD BUILDING f O PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL i COMMENTS STATE BLDG.CODE ENERGY CODE SURCHARGE PENALTY U B.C. SEC.303(a) WATER/SEWER FEES TOTAL PERMIT VALIDATION WHEN PROPERLY VALIDATED (IN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT PAID CR# BY cc:ASSESSOR,APPLICANT,TREASURER,BLDG. DEPT. BUILDING OFFICIAL DATE RECORDS COPY ,.• i. •••!� ... r - _- .`- .J:�. l�I:tll f.,, �! :SS,....� '1.Sit •- � f..,; � CITY OF ARLINGTON CONSTRUCTION 1 PERMIT ❑ COMBINATION ❑ BUILDING ❑ MECHANICAL ❑ PLUMBING ❑ SIGN PERMIT NO.06 OWNER MAIL.ADDRESS CITY ZIP PHONE Westar Properties PO Box 3339, Arlington, WA 98223 435-8581 ARCHITECT OR DESIGNER MAIL ADDRESS CITY ZIP PHONE GENERAL Ltm I RAC IUR MAIL ADDRESS CITY ZIP PHONE LICENSE N Westar Properties same WESTAP*131K6 MECHANICAL CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE I/ PLUMBING CONTRACTOR MAIL ADDRESS CITY ZIP PHONE LICENSE If ITION ❑BUILDING RELOCATION unit #1 I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICA- TION AND KNOW THE SAME TO BE TRUE AND CORRECT ALL PROVI- SIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HERIN OR NOT.THE 11 1 � r Y GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OF THE PERFORMANCE OF CONSTRUCTION.PERMIT EXPIRES 1 YEAR FROM DATE OF ISSUANCE, SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT DATE (� X MECHANICAL NO. TYPE OF EQUIPMENT FEE AIR COND. UNITS -H.P. EA. REFRIGERATION UNITS-H.P.EA. BOILERS-H.P.EA _ GAS FIRED A.C.UNITS-TONNAGE EA. FORCED AIR SYSTEMS- B.T.0 MEA WALL HEATERS- B.T.U. M UNI1 HEATERS- B.T.0 M EVAPORAI IVE COOLERS CLOTHES DRYERS VENTILATICN FAN _ RANGE HOOD COMMERCIAL AIR HANDLING UNIT- CPM STOVE _ METAL FIREPLACE&CHIMNEY _ WATER HEATER GAS PIPING SUBTOTAL $ f SUBTOTAL f PERMIT $ / PERMIT f TOTAL FEE $ '1 TOTAL FEE $ SIDL YARD SE I BACK STREET SETBACK REAR YARD SETBACK PLAN CHECK NUMBER PLAN CHECK F E F. FEE RECEIPT NO. USE LUNt LOT AREA VACANT SITE FEES VALUATION FEE ❑YES ❑NO TYPE OF CONS). OCCUPANCY GROUP NO.OF DWELLING UNITS PLAN CHECKING NG SIZE OI BLDG. NO.OF STORIES MAX.00C.LOAD BUILDING f -24 • PLUMBING FIRE SPRINKLERS REQUIRED ❑YES ❑NO MECHANICAL 1 COMMENTS STATE BLDG.CODE �y ENERGY CODE SURCHARGE PENALTY B C. SEC. S303(a) WATER/SEWER FEES TOTAL PERMIT VALIDATION WHEN PROPERLY VALIDATED TIN THIS SPACE)THIS IS YOUR PERMIT&RECEIPT PAID CR# BY cc:ASSESSOR,APPLICANT,TREASURER,BLDG.DEPT BUILDING OFFICIAL DATE RECORDS COPY