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Home My WebLink About19600 63RD AVE NE_035579_2026 v 4 \ LV o 4 ~ a W co J v� g o Q = a � � v) o > d ca a CA TO:.. Q O a: c�i C cn c o p m � C� S � QH a) °: w ODOR O J U o 0 o G. � p � � � PLU Cc w N w `1 ao Q o z z _ 00 m ow H c rn `as H o O O o d V ca o c F, Z cn v L j o d Lr co ii0cn (Df0 c •9 0cl0000w ° o ° z n a Q O � U) a m u. Z � z � � a ° z p �O O � o o cab r o o 'o I IL 0 }, 0 �. CO c Z' r' x Q > m0 al J `0 CIS �4 o ° N t � OOOO �. 0000000 c !. 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PERM I T PERM I T MC3 = 03-5579 Ovner: SNOHOMISH CO TRANSFER 2930 WETMORE AVE EVERETT 98201 Value of Work: Tax ID: 007463-000-015-00 Phone: 425. 388. 6491 Describe Work: INSTALL MANUFACTURED MOBILE OFFICE Proposed Use: OFFICE Legal Description: AIRPORT 37 LOT 15 Job Address: 19600 63RD AVE NE Contractor's Name Type Address License# PACIFIC MOBILE MODULAR GEN 3304 186TH ST NE PACIFMS033DC TOTALS Fee Permit Fee $500. 00 State fee $4. 50 �� SIGMA?UR G TOTAL FEE. . . . . . . . . . . . . . . . . $504. 50 I EREBY CERTIFY T T HAVE READ A EXAMINED THIS PPL CATION AND PAYMENTS. . . . . . . . . . . . . . . . . . 66. 00 K O THE SAME TO BE TRUE AND COR- K CT AL PROV SI S OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $564. 56 O DI ANt S GO ER NG THIS TYPE OF W K WI ON IED WITH WHETHER S C FI IN R NOT. DATE RECEIPT # A/.)3 /s�o - D N I it c�- r »6--1 i��.�e�—�„ �* zj► 1 ti.� �� +. - -PIPS.P"'t9�-p. d%o r-•.•... .aw •.•v- - i I i FALi d.i.-I J I—T I GTE i t i7 I it► t c - ill !. 'I - I - 1 1 " 1low P • FA -i., i i 1 ill- : .rnr» ridiA 41al, lb t 7,f T I 1 I A I - Lam' l r I,%I A i T i r,I , a jai .Fl+*i i - ,: . . .$I'/U Jh UVI - L , .� t -ft- 7 IA ('I la.l - r..,� X RECEIVED City of Arlington AUG 2 9 2003 BuildingDepartment CITY OF ARLINGTON REQUEST FOR REVIEW FORM PROJECT NAME: b A �' PROJECT ADDRESS: - BP #: PROJECT MANAGER: Linda Friddle, Permit Coordinator DATE OF CIRCULATION: RETURN THIS FORM BY: f TYPE OF PROPOSAL: PROJECT SUMMARY: RESPONDING DEPARTMENTS: ❑ TOM C., FIRE ❑ JIM T., GALE & GALE ❑ TERRY C., KAREN L., UTI CITIES YVONNE P., PLANNING SHARREE L., GENERAL SERVICES ❑ GREGG E., ENGINEERING D. artment. If you have no comments, Please review the information and return this form an you ION IS Af—T—AC H comments, ether onnSUBMITTAL nt eTdrrawi drawings or n r n rn0 form,to the Building Dep please return the form with the"No Com r-nents box checked. PLEASE M S�GN, DATE, AND RETURN THIS FORM TO LINDA. ARK ONE BOX, ❑ MORE TIME REQUESTED° WILL SUBMIT ON ❑ COMMENTS FOR THIS REV IEW ARE ON ATTACHED DRpV1►ING EVIEW ARE IN ATTACHED MEMO NIT ❑ COMMENTS FOR THIS R Y TO ISSUE PER ❑ NO COMMENTS FOR T NHS REVIEW Off` s�) DATE REVIEWED BY Al ELECTRICAL WORK PERMIT APPLICATION ' Request InspecNo„ 2120889 e ❑ Annual Permit ❑Alarm Carnival ❑Commercial ❑Residential ❑Residential Maint. ❑Signs ❑Thermostat ❑Telecom. Installation description Job wired by Electrical contractor Owner 01 Electrical contractor name License number Puichasees mailing address y State zip f Telephone number FAX number Premises owner's name 'I, - useion fee . �_�.; ,.</ ,.��. % f �� .� ash Check#Addressof inspection � Department of Labor&Industries f_. Becomes permit when properly vated. City County Expires one(1)year from date of last activity. Power company r I hereby certify that 1 am the owner of the above named property or a licensed electrical contractor (or the firm's authorized agent) and am making the electrical installation or alteration in compliance with the S electrical law, Chapter 19.28 RCW. i CJ Charge my contractor's account. Signatu re o owner,el ricalcontrat�ror electrical administrator X ! / . 1� �Electr�icaflnspections are for safe wiring methods. White-inspector Canary-fiscal Pink-customer Green job site WALLS CEILING THERMOSTAT SERVICE Insulation Only Insulation Only Date By Date Approved B Date Approved By Date Approved By Cover Cover / D CH FEEDER Date Approved By Date Approved By Date A pro Date Approved By See progressive report Inspection Area,Building or Equipment Inspected Action Taken ectnca Date Inspector 2 � • � Notes: POST THIS COPY ON JOBSITE. P500-001-000 electrical work permit application rev 5-03 THIS IS YOUR PERMANENT RECORD. JOB SITE � � � � - . 1 - - - -^ ��- - - - _- - __ -- - __ __ -==-=---==- _= --=- _== _=_ --_ -_-_-_--� u - ' / / � , . / � . � . ` . Snohomish County Public Works GEC 7 9 Solid Waste Management RECEIVED Operations Ms. Linda Friddle Robert J. Drewel City of Arlington 27 2003 County Executive Building Department AUG 238 N. Olympic 8915 Cathcart Way 296 Arlington, WA 98223 Clr(pF ARI.INGTON Snohomish, 360) 668 7862 FAX(360)668-8133 Re: Building Permit for Mobile Building Dear Ms. Friddle: As I discussed with you and Paul Richart, the Snohomish County Solid Waste Management Division is requesting a building permit to install a mobile office building (10' x 24') at its North County Recycling and Transfer Station, 19600 63rd Avenue NE, Arlington, WA 98223. Enclosed are the following: • Completed signed application • Two sets of manufacturer's installation/setup instructions • Two sets of drawings, showing blocking and tie down layout and specifications • Two sets of stair details • Two sets of mobile unit layout and description of features • Two sets of site plans If you have any questions, I can be reached at 360-668-6586. (1 will be out of the office August 26-September 2.) Could you please e-mail me at susan.josephson(-)co.snohomish.wa.us when you know the cost so that I can have a check ready when I pick up the permit? Thank you for your assistance. Sincerely, 4 Susan Josep on Snohomish County Solid Waste Operations Analyst cL�recycled p cFer g I Snohomish County Public Works Solid Waste Management Operations Ms. Linda Friddle RECEIVED City of Arlington Robert J. Drewel AUG 2 7 2003 County Executive Building Department 238 N. Olympic CITY OF AFILINGTON 8915 Cathcart Way Arlington, WA 98223 Snohomish,WA 98296 (360) 668-7862 60 FAX(360)668-8133 Re: Building Permit for Mobile Building Dear Ms. Friddle: As I discussed with you and Paul Richart, the Snohomish County Solid Waste Management Division is requesting a building permit to install a mobile office building (10' x 24') at its North County Recycling and Transfer Station, 19600 63rd Avenue NE, Arlington, WA 98223. Enclosed are the following: • Completed signed application • Two sets of manufacturer's installation/setup instructions • Two sets of drawings, showing blocking and tie down layout and specifications • Two sets of stair details • Two sets of mobile unit layout and description of features • Two sets of site plans If you have any questions, I can be reached at 360-668-6586. (1 will be out of the office August 26-September 2.) Could you please e-mail me at susan.josephson(,co.snohomish.wa.us when you know the cost so that I can have a check ready when I pick up the permit? Thank you for your assistance. Sincerely, Susan Josep on Snohomish County Solid Waste Operations Analyst recycled paper g _ _ 1 - - 1 ,,.� I 1 . 1 ,. ' I 1 1 III _ �� ,Z - - 1 '� 1 _ 1 N �� - - 1 ► - . - _ III •I I 1 1 - 1 1 � • 1 • •. 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N1 O C, N (" < W W L Y a. 6 ❑ Q a C ZEl NV / O , auj < < CD JO O Q0J Qf f f F I < O �(.�J J W j � /i�`� cc CC J OT OC m Q W a W Y O c _ co Cfl J I� �v Z 'J O y 0 ~ J m '� =� LU c < F- O ❑ x W m z ~ a z CC Q `O v� U. r ? a ~ N L O r- < .n H W W V1 J W y e[ ,� O -� T Z N Z Y o 0 y w Y ma ^ u O O O z x Q Y y Z Y , I J F ; ¢ O x J ~ H j Z Y oae Q ~ C Z LU Z U d m D y O at a ; c�+oc m �'J O " W O U ''� y J a U y ❑ Y C O a J (D M W Y '- a =� Y J Y 7 C r a O O Z J o °C O tt f oc m f � "� a ^ 3 Z = a z O 7 .� N !n O f O a U O O O '` _ O ~ — > .. U J O _ Z Z V Z N V Z U J U J LL O W J O L Y. 1 Z yJ. W Z 3 m J J+ ,e ' J J a Y Y J a .J Z ZO Z W W 0 _ r �* < m 3 a m Q, J p A O U m U 3 _ > Y n x Z u m W N 0 z ` -� oc d 3 O f o o a 3 �cc Jz 7 J J Z < y J X m o > O \ 7 _ w1 .7 2 J J ~ a �. O CL Z f } \i 0 (.) STRUCTURAL NOTES: LENGTH OF UNIT z o ass 1• DESIGN INFORMATION AND LIVE LOADS USED: .. A. Use the 1997 Uniform Building Code — 9 .6 B. Unit Dead Load 35 PSF D.L a iT C. Roof Load 30 PSF L.L. Q, 2o g ,� D. Floor Load 125 PSF L.L I W 0 00 E. Wind Load 90 Mph Exposure B z (� 5 rrn F. Seismic Load 90 Zone 3UluUjiLLU LUJC� — o G. Design Soil Bearing 1,500 PSF (Provided by Others) W N c s 2. CONCRETE: TYPICAL UNIT M IM .. A. Strength Used 2,000 PSI SUPPORT BEAMS r? C9 0 A o m 3 I< 3. MASONRY: Q o A. Masonry Units ASTM C-90, Grade N, Fm'=1350 Psi u.0 lr I i uW uW► Ulu Ir S 4. SPECIALTY ITEMS: A. Standard Metal Pier shall be capable of suppoerting a min. of 3,000# I (n B. Anchor shall be installed at the location indicated on the drawings PADS & PIERS, NO. REQUIRED PER TABLE A - SEE DETAIL Al & A2/SD1 V-6" °' ~ and in accordance with the manufacturers recomendations as SPACED EQUALLY TYP z approved by the Manufacturer Housing Institute. If installed per U recommendations the anchor has a minimun allowable holding ANCHOR HOLD-DOWNS, SEE DETAIL 81 & B2/SD1, SPACED EQUALLY BETWEEN CORNERS force of 4,700 pounds. N LLJ r nw C r y/ .O 0 5. Soil under footings to be undisturbed native materials or structural fill compacted to COF ARLINGTON w ,0 z 95% of the Proctor density per ASTM D-698. Q IL®If�lG GBP'Af�T1iNENT � � 'p W .. 6. Slope finished grade away from structure at 2%, minimum, for a distance not less than 10 feet. SINGLEWIDE MODULAR FOUNDATIONI' LANnr 1-), U 0 7. Structure to be leveled nad modules fully supported prior to installation of the hold-downs. N.T.S. M Li V) !Y N Modular units with outriggers extending past transport rail in excess of 30 inches N shall be supported along the perimeter at not more than 8'-0". Shim and block as �ISL�._ Bl M U J necessary to interface piers with floor members. DATE �o CtIANOES AUTHOH � �- S U o TABLE B UNLESS APPROVED BY i HE w -p i 8. Provide under floor ventilation of a net area of not less than BUILDING INSPECTOR ll .� LL MODULE RAIL PIER/PAD SPACING i one (1) square foot per 150 square feet of floor area. cover vent openings with corrosion resistant mesh not less than 1/4" nor more INSTALL PIER/PADS UNDER CHASSIS, SPACED EQUALLY BETWEEN CORNER PIERS m 0 z o than 1/2' in any dimension.Openings shall be as close to INSTALL HOLD-DOWNS, SPACED EQUALLY BETWEEN CORNER HOLD-DOWNS comers as possible and shall provide cross-ventilation. The required area M L_ o shall be distributed nearly equally along the length of the SOIL BEARING (1.500 osf) LENGTH OF UNIT PADS & PIERS # HOLD—DOWN ANCHORS O 0 a cV bulling on opposing sides. EACH SUPPORT RAIL EA.SIDE EA.END U —:3 F... '-0" 9 2 2 L1-24 .� (/') 9. Provide proper clearance between wood joists and exposed ground 7b 24'-0" 11 2 2 U o in accordance with Uniform Building Code requirements. Wood ,, _ (Ze .LtI fLe-p Q exposed to ground or closer than required clearance shall be ✓� S ,� f r= N pressure treated for resistance to decay. �u o f3� Z 10. Access to underfloor area shol be provided per the Uniform Building Code. A7h�GE � �I. $ a 11. Space hold-down anchor at comers in the first 3'-0' and nearly equally i �-';Y of W As�j 9 along the balance of the distance in accordance to the table. o a S k b S t��-1 T-0 Ft CL'o C REVISION BY. lrL i , > q 01/26/02 DB 1�v S c.c.s c�na��+c.�� ,.. t7 J N A PP�✓��— . ^ ®� 't)a,,OZ- C19 �-�f.1'�"- ►: ;P 19375 O �4 ISTGRE `mow SHEET : 1 OF 2 Sf�NAL R�-�NG ExMRES�V.2� F 10 S �C P 20600#04.1—F10S METAL STRAP OR CABLE " TURN BUCKLE TO APPROVED C3 .2 ANCHOR Z 6 MODULEMOBIL HOME SUPPORT BEAM Z c a m � w ---BOTTOM TRIM W PL 2"x4"x6' HEM-FIR * �a SHIM J Z c c CAPPED WITH NO < 2x4 0 4'-0' D.C. ' C9 — ,�c MORE THAN (2)- GALVANIZED STEEL 'I BEAM z cY Z m 0� 2"x8 xt6 HEM-FIR, STEEL STRAP-- ENDWALL CROSSBEAM Z w N z a 5 OR (1)-4"x8"X16' PER SOIL STRAP CLAMP PER a z SKIRTING N 5 CMU SOLID BLOCK ANCHOR MANUR 45' SOIL ANCHOR - MATERIAL MANUFACTURER r M O 8"x8'x16' CMU 2x4 TREATED QC ` BLOCK � PLATE PRESSURE TREATED, a m 3 +� " CEDAR OR REDWOOD 6 (1)-4 xt6 x18' CONC. //\�/ r//�/j \� MIN, tx6 OR /\ \\j\ \\j -4'x8"x16" CMU //�\��\\�/\//\\�\\�/ APPROVED SOIL ANCHOR do TIE-DOWN /\/� /\ / 3/8"0 REBAR OR `TIE DOWN ENGINEERING, INC." ANCHOR AT (4)-2"x8'x16" CMU, ALLPATTERN OR EQUIVALENT (4,700/ VERTICAL LOADING) 32' O.C. MAX, B' LENGTH DRIVEN INTO THE GROUND CMU PIER Bl SOIL ANCHOR — ENDWALLS C SKIRTING DETAIL (OPTIONAL) cVAN.T.S. NTS. — C J N.T.S. O Q O :- Z cy 'p ANCHOR INSTALLATION NOTES: C < 1. INSTALL ALL COMPONENTS PER SOIL ANCHOR PER MANUFACTURER RECOMMENDATIONS U li N METAL STRAP PER SOIL Z SUBSTITUTIONS FOR ANY COMPONENT TO BE PRIOR APPROVED BY LOCAL AGENCY = P= r ANCHOR MANUFACTURER (-- Q N WITH TURN BUCKLE M (n .0 0 1 APPROVED ANCHOR 'p Z UNIT MODULE J =: _ a SUPPORT BEAM m 0 °z 00 0 p 0 o N METALLARD PIER U Q STEEL "I" BEAM U Q o (1) 16"x16" CONC. DETAIL OR STRAP & CLAMP dL ILA.111111111111 Q ~ N (2)-4"x8'x16" CMU PER SOIL ANCHOR c OR MANUFACTURER 2 GALVANIZED STE WEL STRAP W. B 3/4"x16"x16' P.T. PER SOIL ANCHOKK MANUF. OF NVA \\ G sy� TRT.PLYWD. PAD �� a OR \\ \\ \\ \\ �P 2"x12"x24" P.T. /\\ \\/\\/\\/\\/ \�/\//\//\//\//\//\� REVISION BY: TRT.WDDD PAD \/ /\ \ \ \ ;/\\/\\/\\/\\/\\/\\ 01-18-02 DB 19378 Q {V APPROVED SOIL ANCHOR & 11E-DOWN "TIE DOWN ENGINEERING, INC." �GISTER� k� OR EQUIVALENT (4,700/ VERTICAL LOADING) SSjONAL ti� SHEET : 2 OF 2 A2 PAD 8c PIER 2 SOIL ANCHOR - SIDEWALLS �D � EXPIRES SEPTEMBEA 27,2003 N.T.S. N.T.S. 20600#04.1-S01 FILE NAME: OPPLAN.DGN UPOA7 c: 7-20-92 MGS =.72"MANHOLE PUMP STATION SANITARY SEWER - I LEGEND SCALE: 1"=40' ~v TRAILER LOADING ♦ 8 PARKING AREA _— --_— —J .............. PROPERTY LINE � - 48",MANHOLE PUMP''STATION �� j ----100 --- CONTOUR ELEVATION ! CATCH BASIN - PRELOAD 1 COMPACTOR COORDINATE POINT j I .,; RAMPS 1 '.` INFILTRATION TRENCH I INFILMA66N -CATCH BASIN TRENCH,TYP ITYP OF 2) 1. I j • CLEANOUT .''. j • CATCH BASIN i AXLE I" X ■ OIL/WATER SEPARATOR OIL / WATER I SCALE 1 0 MANHOLE SEPARATOR AND I. 1 RAMP I. i CLEAN \ i ! ` ITYP OOFUT I r OIL/WATER 2 ! SEPARATO,9 j j Uj MANHOLE Q 1 CATCH 1 O I BASIN I Q j ITYP. OF 31 MANHOLE j 1 j••{ - : TRANSFER BUILDING EMPLOYEE(WARMING HUT i --6'"PVC- .l 1 i I ' 1 1 EMPLOYEE ' I CATCH BASIN BUILDING e 10' x 24 ' Mobile Office I To be located in an area approximately 42' x 56' AT H 8 IN s°PVC SD OIL/w ER sE RATOR Office will have electricity but no restroom or other running water x Structure will be leveled and anchored down (including seismic tie-downs) RECYCLING AREA ! 14/W TE SE RATOR i CATCH BASINS I CLEANOUT CASIN j /ATTENDANT "JI; 00 Lj 2 ------------------------------- - - ......-.._.._.._.._.._-.�.w ::_ r : _.._. ._ FUGURC 9 SITE FACILITIES AND DRAINAGE +ADD GUARDRAIL 42'ABOVE CALL NOTE,SEE PLAN BELOW,THIS -----� SHEET,FOR GALLOU DECK IF DECK IS GREATERTS IN COMMON. THAN 30'ABOVE GRADE. 2x6 WITH ROUT 2x2 UPRIGHTS +3 In'OG I 4'MAX 12' MLD'G CAP 1 1/2' d FOR GRIP METAL W/ IF LANDINGS GREATER 3/O �i O Q —BRAGkET 2x6 W/EASED THAN 30'ABOVE GRADE. RAMP DOWN LANDING I , I2 MAX SLOPE v EDGER TOP r i SI / OPTIONAL k4NDRAIL5 I m f_ 14•-O% MIN. I 6'-0" .p p VIEW I I I I 1 � RA-�I PLAN Y IEW - DOUBLE DOOR SCALE,3/16" •1'-0' \ RAILINGS IF LANDING IS LESS THAN L _ 30'ABOVE GRADE. 2x6 TREAD 23" 4' MIN. 1 ' PLY-RISER CT7P] T'MAX 2x4 m 131 2x12 JACKS IF LANDING EXCEEDS 30' ABOVE GRADE, ADD GUARDRAIL+42' ABOVE \' ADD 2x4 RAIL WITH{'SPACING. 1/2' RADIUS OPTIONAL STAIR ELE Y. LANDING IF LANDING IS GREATER THAN 30"ABOVE GRADE. 2x4 HANDRAIL II" LANDING 2x4 HANDRAIL 2x6 JOIST+16'OG BRACEm - - - - _ _ —� O NEIU, TU T� 4•MIN. I I/2"PLY RISER CTrP1 2x6 LAGGED TO BLDG. T MAX 0 E- X C31 2x12 JACKS r m L 2x4 TO ECICK NOTE, STAIR RISERS SHALL I 1 I BE GONBISTANT AND L_1 L i NOT VARY MORE P.T.JOIST AT BURIED THAN 3/8' LOCATION KING RAMP ELEVATION SCALE,3/16' •1'-0' OR PLYWOOD+FIRST L OPTIONAL STAIR SECTION 3/9°. I�-0" � SINGLE RIM J6T. 6'-3' TYPICAL LANDING / RAMP FRAMING NO.3AE I I I Imo• II'- NO.e4A LEFT OR RIGHT TERMINATION BRACKET AD.IiSTADLE /2e6 TOP RAIL, BEND / MOUNT AT+34'-36" 74'MIN. NO.3AE ADJUSTABLE BEND 23" i NOTE 2 INTERNAL SPLICE BUILDING 4x4 POST-BEVEL TOP EXTERIOR 2x4 RAIL RAMPS,DECKS, LANDINGS; AND HANDRAILS WALL SHALL. CONFORM TO THE 2000 EDITION OF 12" INTERMEDIATE HANDRAIL BRACKET+4'OC f1 TOTAL) 2x6 DECKING OR 3/4" CDX PLYWOOD THE UNIFORM BUILDING CODE AND THE ADA 3/O 3/8'x5' LAG -CREWS WITH NON-6KID 6URPACE. (ROLLED (AMERICANS W/ DISABILITIES ACT) RAMP DOWN +48' OC, ROOFING), BLOCK PLYWOOD EDGES. 4 1 , 12 MAX SLOPE 4x4 P.T. P06T 4 PREDRILL HOLES TYPICAL 2x6 JOIST+16'CC LANDING - 2x4 TOE KICK ----1/2"0 x6"M.e.W/WA-6HER6 �j- ROBERT REGISTERED b'-3' MIN. 6'-0" 6'-0" b'-0' 6'-0" 4-O" SIMPSON LUP24 JOIST HANGER CTYPI ITE T P.T. 2x4 GRIPPE u 12 xl2 MIN CONCRETE PIER BUCK W/ 24'-0" MAX. RAMP LENGTH +6'-0"OG MAX. POST BASE SUPPORT. L. SWETT RAMP PLAN VIEW - SINGLE DOOR SCALE,s/16• .r-0" RAMP SECTION 3/8".I'-0' STATE OFWASMG'70N Pacific Mobile 5truCtl,�re8 ��c' Detalle.aef sHEE' NC. Ramp, L.andtntg, and Date JanuaN 2S, 2002 1 P.C. Box 1404 CJta it Det,a j I.g Scale Ae Noted "- Ghehalte, We.' 98532 Drawn By John Rlcs Revfeed