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HomeMy WebLinkAbout17601 59TH AVENUE NE_BLD2395_2026 - -.-r NOTICE �"IA' TO PERMITEE AND/OR OWNER a PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED Cl DO NOT OCCUPY ;'APPROVED PERMIT#: LOT#: DATE: .} 1 JOB ADDRESS: '] LJ(A f%` ' lS , TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK:MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. Cl STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. Cl CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION Z� L I L THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. / FOR INSPECTION CALL: 360-403-3417 INSPECI'OR DATE BUILDING DEPT. O PLANNING DEPT. CITY OF ARLINGTON • �� 1 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 12 PHONE; (360)403-3551 BUILDING PERMIT Address:17601 59th Avenue NE Permit#:2395 Parcel#:31052200400200 Valuation:4800.00 OWNER APPLICANT CONTRACTOR Name:PUBLIC UTILITY DISTRICT NO 1 Name:Snohomish PUD Name:PUD Address:PO BOX 1107 Address:PO Box 1107 Address: 1802 75th Street SW P.O.Box 1107 City,State Zip:EVERETT,WA 98206 City,State Zip:Everett,WA 98206 City,State Zip:Everett,WA 98206-1107 Phone: Phone:425-231-2145 Phone:(425)783-5031 EXT: LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Misc CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY; NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. 2411r i 1 Signature Print Name Dale Released By Dat CONDITIONS Adhere to approved plans. Call for final inspection. THIS PERMIT AUTHORIZS ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 2/13/2019 Building Permit Fee $162.56 2/13/2019 Building Plan Review Fee $105.66 2/13/2019 Processing/Technology Fee $25.00 2/13/2019 State Surcharge-Commercial $25.00 Total Due: $318.22 Total Payment: $0.00 Balance Due: $318.22 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning o'r afternoon Permit Information Date 2/11/2019 Permit Number 2395 Project Name Snohomish PUD Applicant Name Snohomish PUD Applicant Address PO Box 1107 City,State,Zip Everett,WA 98206 Contact Ben Davis Phone 425-231-2145 Email brdavis@snopud.com Permit Type Misc Site Address 17601 59th Avenue NE Valuation 4800.00 Status Applied Permit Issued Permit Expires Square Feet 360 Type of Construction/Occupancy Load Number of Stories 0 Proposed Use Pre-manufactured metal storage building Assigned To I Kristin Foster Property Parcel Address Legal Owner Owner Phone Zoning 31052200400200 17601 59TH AVENUE NE PUBLIC UTILITY DISTRICT NO 1 Review Date Type Description Target Date Completed Date Assigned To Status 2/11/2019 ommercial Accessory Structure /18/2019 3ullding In Review /11/2019 ;ommercial Accessory Structure 2/18/2019 Josh Grandlienard 'kpproved I11/2019 Dommercial Accessory Structure 2/18/2019 'W Admin Rev In Review �2111/2019 ommercial Accessory Structure 2/18/2019 'W-Sew-Rev in Review 2/11/2019 ommercial Accessory Structure 2/18/2019 PW-Wat-Rev n Review 2/11/2019 ommercial AccessoryStructure 2/18/2019 I Heaton In Review Fees Fee Description Notes Amount Building Permit Fee 322.10.00.00 $162.56 Building Plan Review Fee 345.83.00.00 $105,66 Processing/Technology Fee 341.43.00.02 $25.00 State Surcharge-Commercial 386.00.01.00 $25.00 Total $318.22 Notes Date Note 2/11/2019 Need Commercial AI 9tion-Emailed Ben to complete. Uploaded Files Upload File Date File Uploaded B 2/11/2019 10:10:29 AM 2395 Applicati n.pdf Foster,Kristin 2/11/2019 10:10:28 AM 2395 Plans.P—df Foster,Kristin X ' MISCELLANEOUS PERMIT APPLICATION Department of Community& Economic Development City of Arlington• 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 RET WING WALLLS,ION ISTORAGE TAN S, PLAYGROUNDFEQUIINTERIOR MENITT,PALTERATIONS OLS HOT TUBS,ETC. Project Address:17601 59th Ave NE Project Description: Installation of a 360 sf pre-manufactured metal storage building in the existing PUD Equipment and Pole Storage Yard. Valuation: $4,800 Owner:Snohomish County PUD No. 1 (c/o Ben Davis) Address: PO Box 1107 City:Everett State: wA Zip Code: 98206 Phone: 425-231-2145 Email: brdavis@snopud.com Contractor Name:Same as Owner Address: PO Box 1107 City:Everett State: WA Zip Code: 98206 Phone:425-231-2145 Email: brdavis@snopud.com License Number:N/A Expiration Date: N/A /hereby certify that the above information is correct and that the construction, installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. K H'Nl/.LgGK IF KJ(�H'.J. 01/25/2019 Applicants Signature Date Benjamin Ryan Davis Print Applicants Name j FOR STAFF USE ONLY 72 S JAN 2 5 2019 Permit# Accept rd By Amount Received Receipt 4 Date Received M BA5E RAIL 2 1/2"SQ, X 14GA TUBE CC) LL- CLUMN POST 2 1/2"SQ. X 14GA TUBE BASE RAIL COLUMN POST OR uu N Q FRONT END (2) 2 1/2"5Q. X 14GA TUBE- END WALL POST Lu Z N WALL POST STITCH WELDED Q m _ Q ANCHOK'A' ASPHALTTIE DOWN ASPHALT ANCHOR#503G7 c� ANCHOR'B' 3/4"0 X 30"THRD. ROD EMBED. IN EARTH G"X 3"X 1/8" � 0 � 0 O 6„ ANGLE BRACKET ATTACHED _ Q z WITH 112"0 THROUGH ® U+ BOLT AND 1" WASHERS E.5_ z Q FOUNDATION NOTES: '`' ` '' o _ 0-/ z I . ASPHALT ANCHORS SHALL BE LOCATED AT ALL 4 CORNERS, ON EACH '.. .. /- E Xf5TING ASPHALT Q 0 :. ...: :..: .• f Olt c� m SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR }. "'_.'� "."'' 6` COLUMN POSTS AND END WALLS POSTS. 2. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO z 0 THE GROUND WITH A 3/4" 0 X 20VLG. 3/4" X 3t7 ANCHOR ROD = O t (f) D O ROD, RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. C) ui O = z —j z TIE DOWN A5PHALT ANCHOR Q n != C9 m #593G7 OR APPROVED EQUAL Z z Li 0 � O VJ iL ❑ C1 FOUNDATION DETAIL 5CALE: 1/2": P CD O (3) 14, + C+� mot' O to C+) CA:) B A A B q © SEAL: ABU. OV WAS ._ CITY OF ARLINGTON o �� ;� e® BUILDING DEPARTMENT B AP ROVED �.. A DA BY �� 40277 9 'Q� A B D N TH CHANGES AUORIZED �{+ �LJ�, S E�� 1� UNLESS APPROVED BY THE Cs ,I ----- I BUILDING INSPECTOR sI�NA� E 3 EXPIRES: 111912020 Received FOUNDATION PLAN SCALE: I/8" : I DATE SIGNED: JAN 17 2019 APR 0 3 203 BASE RAIL 2 1/2"SQ. X 14GA TUBE W N IL COLUMN POST 2 1/2"SQ. X 14GA TUBE BASF RAIL_ COLUMN POST OR z N O FRONT END (2) 2 1/2" SQ. X 14GA TUBE- END WALL POST WALL POST STITCH WELDED > � m Q Q ANCHOR W • TIE DOWN ASPHALT ANCHOR#59397 m ANCHOR'S' 3/4"Q X 30"THRD. ROD EMBED. IN EARTH y/q� ^ ! 6"X 3"X I/8" T) O Q 0 z e, ANGLE BRACKET ATTACHED _ t O WITH I/2" d THROUGH J w ` '• BOLT AND I" WASHERS E.5 Z u z FOUNDATION NOTES: ' EXISTING ASPHALT Q O N I , ASPHALT ANCHORS SHALL BE LOCATED AT ALL 4 CORNERS, ON EACH i•`..:,:.: >; �\ V Q_ m 51DE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND END WALLS POSTS. Z 2, ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO N THE GROUND WITH A 3/4" 0 X�3C. LG. 3/4" 0 X 3M ANCHOR ROD _ 0 ROD. RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF a RUST PROOF PRIMER. ° z _ ]-- TIE DOWN ASPHALT ANCHOR ° V z #593G7 OR APPROVED EQUAL z ° ►- w z = 0 a o va a n [] FOUNDATION DETAIL SCALE: 1/2": 1' I q 7CD c) tf' i C' O O CQ CIO l(-nko SEAL: aF a CITY OF ARLINGTON o :-?- C)o BUILDING DEPARTMENT C5 C- AP ROVED nu,- B N=. A cHANoea AUTHORIZEDgyp/ �40277 UNLESS APPROVED BY THE �L �GIST�R u1� ----- I BUILDING INSPECTOR IOIVAL 3 EOUNDATiON PLAN EXPIRES: 11/912020 Received SCALE: 1/8' : 1' DATE SIGNED: JAN 17 2019 APR 0 3 203 -B L.3,-> Z595 LEGAL DESCRIPTION SE1/4, SECTION 22, TOWNSHIP 31, RANGE 5 EAST, WM (PER STEWART TITLE GUARANTY COMPANY ORDER N0. 01148-7717, DATED AUG-13,2012) A R L I N GTO N COVERED STORAGE S U L I D I N G � � PARCEL 1: � � THAT PORTION OF THE SOUTH HALF OF THE NORTH HALF OF THE SOUTHEAST QUARTER OF alt1,s. a 30 FACILITIES DEPARTMENT EEI SECTION 22, TOWNSHIP 31 NORTH, RANGE 5 EAST,W.M., LYING WEST OF THE NORTHERN °"M'�0i' r^ ,r"tea 2320 CALIFORNIA WA 913 1 PACIFIC RAILROAD RIGHT OF WAY; EXCEPT THE NORTH 330 FEET OF THE WEST 1.124 FEET �, `w EVE PHONE WA 9BP01 ! PHONE 14z5)7B3-B5/5 THEREOF. _ _ PAx wzsl iesaass THERPARCEOF. . - APPLICANT/OWNER/PROJECT ENGINEER: �_^�, P ` AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS RESERVED IN STATUTORY WARRANTY 180TH STREET NE TRACT 994 r DEED 111100107. PO BOX 1107 SITUATE IN RECORDED COUNTY RECORDING OF SNOHOMI H,BSTATE OF WASHINGTON. © — ———— -- EVERETT,WA 98206 86240.1 ,,,';.s* � � raa,"c n.,.n«c @gym•113.I i,-� ENGINEER: BEN DAVIS,PE SITE ADDRESS: NORTH EMAPHOIL: brda�n70snopudcom 17601 59TH AVENUE NE _ _ 1? ARLINGTON,WA 98223 p 50 100 200 ` SURVEYOR: GIL LAAS,PLS,C FED S ^o 2 fi 'AL I 1 PHONE: 425-405-1513 SCALE: 1"=100' 1 I LOT 20 I EMAIL: gja0deoinc.com SITE DATA: I ppO, T f PARCEL NO: 31052200400200 CALL PARCEL AREA: 25.69 ACRES(1,119,056 SF) 2 BUSINESS DAYS ,,, VERTICAL DATUMM,, EXISTING IMPERVOIUS AREA: 0.23 AC(0.009%) BEFORE YOU DIG m TOP OF WSDOT MON IN CASE ON NORTH SIDE OF 172nd ST NE& _ PROPOSED IMPERVIOUS AREA: 0.65 AC(28,213 SF)(0.025%) FOR UTILITY LOCATE 591h AVE NE. LOT 4 .. DISTURBED AREA-3.33 AC 145,219 SF 0.130% u ^� , vN: ;��•' o ( )( ) 811 a ELEVATION= 127.56 w ZONING: GENERAL INDUSTRIAL o AIRPORT SUBDISTRICT: B&C DATUM: NAVD'BB T a USE CLASSIFICATION: 10.200 I ' TRAC'B h PROJECT TBM: TOP OF 1/2"REBAR&CAP(HUEY) PARKING: NO PARKING REQUIRED PER TABLE 20.72-1 � NO PARKING IS PROPOSED I I I �' ELEV=136.18' o SCREENING: NO SCREENING IS PROPOSED 1 I T i UTILITY PROVIDER: WATER&SANITARY SEWER PROVIDED II!! 8 BY CITY OF ARLINGTON ` VICINITY MAP m I NOT TO SCALE w —-- _ LOT 23 1 LOT 24 1 > III Waal Tw LOT 25 V -- — 424947.339 I--- - - -- LOT 18 E 1320421.496 TAX PARCEL TRACT 997 E =136.18' 31052200402000 COVERED NED STORAGE TRACT sse ' N86'03'29"W 1106.71' OFFICE COPY 1 LOT 14 �cV 0 V 1 LOT 12 3 1 LOT 16 I �`+ LOT 17 0 EXISTING EQUIPMENT \` � Y-,�T OF ARLINGTON 11 POLE YARD BUILDING DEPARTMENT TAX PARCEL — LOT 19 APPROVED 31052200402000 I - \\ I I TRACT 99p o , { Ln i N88'03' 9"W 1124.81' I o ED o Z L 20' (PARCEL 2) ILu I z ` rn I NO CHANGES-AUTHORIZED z a III w l I UNLESS APPE�tlVED BY THE o a o I BtJlLDING 1N5PECTOR a a o PARCEL 1 III I �I Z w T TAX PARCEL z 31052200400200 III I I Deceived o w —— —_ — N87.58'26"W— 2261.04'� I W to Z N N - --� JAN252019 � — � � M T CITY OF ARLINGTON/DISTRICT GENERAL CONSTRUCTION NOTES: I j I �J� � ? ; Q 22 (BASIS OF BEARING) 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN O m = Z N8T48'08"W 2457.39' 22 23 ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS,AND THE CURRENT EDITION OF THE ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE {p� 0 Ji 2}1" PLUGGED PIPE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION(WSDOT)STANDARD SPECIFICATIONS FOR BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE.IT IS THE SOLE RESPONSIBILITY ~ UA F- 0 0 172ND ST NE (SR 531) W/ TACK IN CASE 27 - Y6 ROAD,BRIDGE,AND MUNICIPAL CONSTRUCTION.A COPY OF THESE DOCUMENTS SHALL BE ON OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS. to (� 4"x4" CONCRETE MON W/ SITE DURING CONSTRUCTION. Z 2" BRASS DISK IN CASE 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION DRAWING REVIEW V 0 J 2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE ACKNOWLEDGMENT F CO PERMIT,RIGHT-OF-WAY PERMIT,AND UTILITY PERMITS,FROM THE CITY.ALL REQUIRED PERMITS (1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE DEVELOPER/CONTRACTOR. THIS PLAN HAS BEEN RENEWED AND EVALUATED FOR GENERAL COMPLIANCE B. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF WITH THE CITY OF ARLINGTON CODES AND ORDINANCES,CONFORMANCE OF THIS HORIZONTAL DATUM 3. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER/CONTRACTOR SHALL ATTEND A THE CITY OF ARUNGTON.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE iTTRE PRE-CONSTRUCTION CONFERENCE WITH THE CITY.THE CONTRACTOR SHALL SCHEDULE THE SCHEDULE APPROPRIATE INSPECTIONS,ALLOWING PROPER ADVANCE NOTICE. THE INSPECTOR MAY RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER,WHOSE STAMP AND SIGNATURE COVER SHEET WASHINGTON STATE PLANE COORDINATE SYSTEM - NORTH ZONE,NAD B3/07, REQUIRE REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS DR WERE APPEAR ON THIS SHEET.ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW PRE-CONSTRUCTION CONFERENCE BY CALLING(OVAL FOR TH 00. PRIOR TO SCHEDULING,THE CONSTRUCTED WITHOUT INSPECTION. DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE BASIS OF BEARING CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC CONTROL PLAN, CITY OTHER COUNTY,STATE OR FEDERAL PERMIT REVIEW AND APPROVAL. THE PROPERTY ti PERMITS, TEMPORARY EROSION AND SEDIMENT CONTROL PLAN,PERFORMANCE BOND, COPY OF � THE BEARING N67'48'OB"W AS MEASURED BETWEEN S 1/4 CORNER& 9. THE CONTRACTOR SHALL KEEP THE ON-SITE AND OFF-SITE STREETS CLEAN AT ALL TIMES BY OWNER AND LICENSED DESIGN ENGINEER HALL BE RESPONSIBLE FOR THE SE CORNER OF SECTION 22.T 31 N.R 5 E.WM. OTHER AGENCY PERMITS, A COPY OF THE CONTRACTOR'S LICENSE,AND PROOF OF INSURANCE CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WILL NOT BE ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS COVERAGE. ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. WHICH MAY INCLUDE.BUT ARE NOT LIMITED TO,WSDFW HYDRAULIC PROJECT LEAD: BEN DAVIS APPROVAL(HPA),WSDOE NOTICE OF INTENT(N01),ANY CORP OF ENGINEERS FILL 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE INJ THE JOB SITE WHEN 10.THE CONTRACTOR SHALL MAINTAIN TWO 2 SETS OF "AS-BUILT"PLANS SHOWING ALL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. DRAFTER. CONSTRUCTION IS IN PROGRESS, FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION.THE DATE: 01/25/2019 5 SHEET ,ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS.ANY CONTRACTOR SHALL DELIVER BOTH COPIES OF RED-LINED PLANS TO THE CITY.THE CITY WILL BY: cyQa RVATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE DISTRICT, FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. City Engineer /1 w u THE CITY ENGINEER.AND OTHER APPROPRIATE PUBLIC AGENCIES. 11.ALL CONSTRUCTION STAKING SERVICES ARE REQUIRED TO BE PROVIDED BY A PROFESSIONAL DATE IV. �I g SURVEYOR LICENSED IN THE STATE OF WASHINGTON. THIS APPROVAL VALID FOR 18 MONTHS d $HEFT 1 OF 2 PERMIT SET SE1/4, SECTION 22, TOWNSHIP 31, RANGE 5 EAST, WM P FACILITIES DEPARTMENT 2320 CALIFORNIA STREET EVERETT,WA 98201 PNONE(C251 i53B515 FN((425)1&M18155 NORTH rN 11A v� 0 MTS 0 15 30 60 TWO INCHES AT FULL SCALE , IF NOT, SCALE ACCORDINGLY 1t tpa+ CALL 50 sN 50 so 5D — 2 BUSINESS DAYS BEFORE YOU DIG __ EOC &0' \ FOR UTILITY LOCATE a �Eh I 811 z Aso � 5 SITE CONSTRUCTION NOTES: -x x-x Ot PROPOSED 18'x21'x10'PREFABRICATED METAL STORAGE BUILDING.OPEN END/FRONT 1 1 \ \ FACES NEST.SEE DRAMSNGS PREPARED BY HCI FOR ADDITIONAL INFORMATION It 1 It \\ \ W yC \ \ \ \ cr c f \ m I W ZO \ O 7[ Z F W 7<• \ G 1 \ W LLJ z N X X X XOD X X X X--J I ' z Omv � >LLI < = z 0 U) 0 = 2 - z 0 Zi ti CID Q y Q W u ET mTE SITE PLAN uV, CONSTRUCTION DRAWING APPROVAL LAD BEN DAVIS THIS PLAN SHEET HAS BEEN RENEWED AND APPROVED DPAETER PER THE CONDITIONS ON THE TITLE SHEET. DATE 01/25/2019 BY. SHEET: City Engineer, CITY OF ARLINGTON �^ P�S DA TE: L THIS APPROVAL VALID FOR 18 MONTHS SHEET 2 OF 2 0 N M o m Z O H N G 0: r a m �+WaNLLa� � CV lL. Woo LL er Z CV O w NwN CO W o — wo,a6 LLJ Q Q an W Ww C]IO UW L � � oF � O �rNyM +n 0 W O z oa- W H 10 0 0 � � 6 W gowz' a u z W Z=ZNWg3l 0 ¢ c=n 7Z JW R'V1 p'o� CLI 5NO �IOM15 �1 COUNTY FUD oz%:oiy�q Q L/� cwi3oNFWa� C� W m �O9 a O to 1 7G0 159TH AVE NE ONWw'w02 � Wa94�� = o ARLINGTON , WA 96223 wENtEg5 moWawg , U 1 81 X 2 I I X 101 a~w~w�a — v !F}~zZaE 0 W O DESIGN NOTES DESIGN CRITERIA DRAWING INDEX o W a ocw O � ~ m p N J m 5 Lu 1 . ALL CONSTRUCTION SHALL BE PROVIDED IN w" �co a z N UO Lu z PREVAILING CODE: WSBC (!BC 20I 5) I ........ COVER SHEET h W o W O �¢aLij ACCORDANCE WITH IDC 2015, USE GROUP: U (CARPORTS, BARNS) 0 r=n a 0 ASCF 7-I O, OSHA, A15C 360, AISI 100, AWSD 13 CONSTRUCTION TYPE: li - B 2 ......., ELEVATIONS CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. K15K CATEGORY: 1 3 ........ FOUNDATION DETAILS 2. BASE CONNECTIONS SHALL BE PROVIDED A5 SHOWN 4 ........ FLOOR PLAN t DETAILS O ON FOUNDATION DETAILS 5HM. ! . DEAD LOAD (D) D _= 2.0 �PSF 25 P ` 3 °' O o Q'�.� 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME 2. ROOF LIVE LOAD (Lr) Lr - 5F 5 ........ FRAME SECTION t DETAILS O? 3. SNOW LOAD (5) G ........ v a MAY BE SUDSTITUTED WITH MATERIAL EQUAL OR SIDE WALL FRAMING DETAILS M EXCEEDING ORIGINAL. GROUND SNOW LOAD Pg - 25 P5F IMPORTANCE FACTOR Is = 0.80 7A ••••• END WALL FRAMING DETAILS 4. ALL SHOP CONNFCTION5 SHALL BE WELDED THERMAL FACTOR Ct = 1 .2 (-DO 7B ..... END WALL FRAMING DETAILS CONNECTIONS. EXPOSURE FACTOR Ce = 1 .0 U) - O 5, ALL FIELD CONNECTIONS SHALL BE#12 (114"X I") ROOF SLOPE FACTOR Cs= 1 .0 (E5K-2! 9G) OK APPROVED EQUAL. FLAT ROOF SNOW LOAD Pf - 17 PSF fie G. STEEL SHEATHING SHALL BE 29GA. SLOPED ROOF SNOW LOAD Ps = 17 PSF 4. WIND LOAD (W) CORRUGATED GALV. OR PAINTED STEEL- MAIN RID HT. DESIGN WIND SPEED Vuit = 1 15 MPH SEAL: o� 3/4" (FY=80K51) OR EQ. EXPOSURE C 9 a A B U oa? 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS 5. SEISMIC LOAD (E) W Z s SHALL BF GRADE 50 GALV. STEEL. SDs/SDI 0.76G/0.44 I N 4, �� w ASI�I DE51GN CATEGORY D 0 ' ' 8. STRUCTURAL TUBE T52 1/2"92 1/2" - 1 4GA. I5 �° G � 51TE CLASS D SPECIAL. INSPECTIONS w_ EQUIVALENT TO T52 1/4"X2 1/4"- 12GA AND EITHER o w o O IMPORTANCE FACTOR le = 1 ,00 NO SPECIAL IN5PECTION5 ARE w u oy UA Z ONE MAY BE USED IN LIEU OF THE OTHER. r J y m REQUIRED FOR THIS STRUCTURE, AS IT ? �_ 9- 12GA IS DEFINED AS O. f 09"THICKNESS. 14GA 15 i tu re MEETS THE EXCEPTIONS OF SECTION z o a y rd f DEFINED AS 0.053"THICKNE55. 2GGA 15 DEFINED AS LOAD COMBINATIONS: z=K 40277 w 1 - D + (Lr OK 5) 1704 PER W55C (IBC 2015), C m- 0.0 19"TIIICKNFSS. 29GA 15 DEFINED AS 0.0 5" Z W 3 ) 2. D + (O.GW OR ±0.7E) UNLE55 EXPLICITLY REQUIRED BY THE °Ns GISTE� �1 THICKNESS. 3. D + 0.75 (O.GW OR ±0.7E) + 0.75 (Lr OR 5) =5 Sr�NAL BUILDING OFFICIAL. o o 4. O.GD + (O.GW OR ±0.7E) Z w°F W tu� EXPIRES: 11/9/2020 00 3 DATE SIGNED: JAN 17 2019 Lu NLL- z cv O > cu 12 12 ¢ Q —�3 ----13 m In O Cn O z O O O � W C9 z Lu 0 o a [� Q O C w 0 O OU > m - _ LJ _ _ --� O FIN, GRAD FIN. GRAD - W FRONT END WALL ELEVATION BACK END WALL ELEVATION SCALE: 3132" : 1' SCALE:3/32° r I' O 1! O = z z O Z F I•- m U O = 0 FW- a o (1) a ❑ ❑ O O CO O c; O FIN. GRADE;;7L L O 20'-0" M RIGHT SIDE WALL ELEVATION SCALE:3/32° : 1' SEAL: ---- _ --- . ABU, FIN, GRAD L �� �,�C40277 20'-O" �C's ISTF, G1 LEFT SIDE WALL ELEVATION Sj�NA L SCALE: 3/32^ : 1' EXPIRES: 11/9/2020 DATE SIGNED: JAN 17 2019 BA5E RAIL 2 1/2"5Q. X 14GA TUBE COLUMN F05T 2 1/2" SQ. X 14GA TUBE BASE RAIL COLUMN POST OR z CNV O FRONT END (2) 2 1/2" SQ. X 14GA TUBE - _ END WALL POST WALL POST STITCH WELDED � (� _ < Q ANCHOR'A' • TIE DOWN ASPHALT ANCHOR#593C7 m ANCHOR'B' 3/4"0 X 30"THRD. ROD EMBED, IN EARTH / Z �_ CD 6 X 3 X 1/8 Ln Q O 6A ANGLE BRACKET ATTACHED z WITH 1/2" O THROUGH O O w BOLT AND I" WASHERS E.S. Z c� = w FOUNDATION NOTES: o z I . ASPHALT ANCHORS SHALL BE LOCATED AT ALL 4 CORNERS, ON EACH \ D(ISTING ASPHALT Q 0 N :.:": .:. < SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR ' COLUMN POSTS AND END WALLS POSTS. 2. ALL POSTS WITH NO ANCHORS ADJACENTSHALL-BE ANCHORED TO O THE GROUND WITH A 3/4 3 0 X O G. 3/4° 0 X 30" ANCHOR ROD = O ROD. RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER. c) = Z TIE DOWN ASPHALT ANCHOR O = m #593G7 OR APPROVED EQUAL Z O ~ U z U = 0 1 o rq a ❑ ❑ FOUNDATION DETAIL SCALE: 1/2" : 1' a o 0) C C0 (10 CIO CA SEAL: f'. A AB �� A Q� IJ� w—A�S 'j�,�J'c�' ti ;ti z A o 40277 A f3 ---- n n B �'�s'-GIST'B 0 ------- I SIGNAL E� 3 FOUNDATION PLAN EXPIRES: 11/9/2020 SCALE: 1/e' : 1' DATE SIGNED: JAN 17 2019 h m U- 20'-0" Z N n O 4'-0" 3 SPACES @ 4'-O" CC = 1 2'-0" II 4'-O" Lu to IL z � z U o 0 " o � Q C) w o (iQ U) z m II v a— O N o IL 0 v z _j z & z0 ~ 0 z N z cn U wuj ui N Lu O F- o � a p CC O a C) rn 4'-0" 3 SPACES @ 4'-O" CC = 1 2'-0" 4'-O" 3 M a 20'-O" 4 O f-LOOR PLAN C) SCALE: 3/1 W: I' NOTE.,SEE SHEET 3 FOR ANCHOR TYPE t MEMBER PROPERTIE5 M SEAL: CORNER A B COLUMN- U OWALLL P05UT COLUMN POST �L V W ASS , P05T -ANCHOR ��y 1G� ANCHORS ANCHOR 0 S C BA5E RAIL / BASE RAIL BASE RAIL r~ ANCHOR DETAI�Loj ANCHOR DETAIL ANCHOR DETAIL 4p 40277 ww� 5CALE: 3/5': P 5CAlf: 3/5': I' SCALE: 3/8': 1' �� �vISTF V- SSJONAL EXPIRES: 11/9/2020 DATE SIGNED: JAN 17 2019 ' r -.- ROOF SHEATHING 12 COLUMN POST 2 1/2" 5Q. X 14GA TUBE SEE SCHEDULE FOR 3 r— N O [n ROOF MEMBER 2 1/2" SQ. X 14GA TUBE FASTENER / � li_I (n REQUIREMENTS ,�° BASE RAIL 2 1/2" SQ. X 14GA TUB Z NE PEAK BRACE 2 1/2"X 14GA CHANNEL Lu Q 8" LG. CONNECTOR _ > O Q SLEEVE - FIELD KNEE BRACE 2 1/2"X 14GA CHANNEL Q Q BOLT E.S. W/ (8) ROOF MEMBER CONNECTOR SLEEVE 2 1/4" SQ. X 1 2GA TUBE LLB m #12X I" SELF DRILLING 5CKEW5 d LOCATION CORNER PANEL SIDE LAPS EDGE LAPS EL5EW11ERE Ln Q O Z AS SHOWN '�' — H O SPACING 6" CC MIN. I 4" CC 9" CC O U i w < KNEE BRACE - FASTENER TYPE: # 1 2x f" SELF-DRILL SCREWS u Z z O w . ATTACH W/ (2)#12 X (E5R-2 1 96) W/NEOPRENE/STEEL WASHER p O U �L In I"TEK5 SCREW E.S. ►= Q — N < (4 TOTAL) SIDE WALL ~ m I SHEATHING- SEE I W SCHEDULE FOP, < I COLUMN FOST FASTENER I ROOF MEMBER N REQUIREMENTS L C) LLJ SIDE WALL J ( SLEEVE L FIELD G. COLUMN < ( COLUMN \ SHEATHING-SEE ( PEAK BRACE-ATTACH W/ w p SCHEDULE FOR W/ (4) #12 X I TEK5 P05T � FASTENER SCREWS AS SHOWN BASE RAIL (2) #12 X 1"TEK5 SCREW F V < I E.S. (TOTAL 4 EACH END). w Z p F � w z REQUIREMENTS < MAINTAIN MIN. I" EDGE z (1� U w 0 tii DISTANCE AND SPACING � _ w r o w a o ` BA PEAK BRACE DETAIL 3 FRAME DETAIL SE DET ILO SCALE. 112•: I' 5CALE: !/2 : I � O O CM E B AK RACE O ROOF MEMBER �, 12 '�' CO 3 0-0" �r �M... 5 iKNEE BRACE I SEAL: I o ol WA o ��A Ico ti� r z BASE RAIL I 2 5 ' _ I O 40277 FIN. GRADE[ S �GISTSR�` G1� 1�'-9 if' `SIGNAL FRAM E SECTION EXPIRES: 11/9/2020 5CALF: 3/J G' : I' DATE SIGNED: JAN 17 2019 COLUMN P05T MEMBER P O G" SLEEVE WELDED TO CONNECTOR SLEEVE 2 1/4"5Q. X 1 2GA TUBE LL. BASE RAIL AND -- Lu ATTACHED TO COLUMN BASE RAIL 2 112' SQ. X 14GA TUBE N Z N O BASE RAIL POST WITH (4) #12 SIDE WALL P05T 2 I/2" 5Q. X 1 4GA TUBE W SDS A5 SHOWN FRONT END (2) 2 1/2"5Q. X 14GA TUBE- Q UI u WALL F05T STITCH WELDED Q � > z m mZ � � COLUMN-BASE D_ ETAIL - o 00 o z SCALE: 1/2° : P I „ Z W 4-O 4-0 4-O 4-0 4-0 p = Q W CV C\ o � w 0 - FRONT END O f- m WALL POST cY Z O uj w z COLUMN 3 U z 0 a P05T5 m O u� CL A o O O I qq O BASE RAIL 6 a O M RIGHT SIDE WALL FRAMING � SCALE: IV: P ^ O CO CM 410 " 41 0. 4-0 4L Oil SEAL: p, ABU,� - FRONT END ��01 W ASS WALL POSTCOLUMN O G� POSTS O O 1 �� 40277 BASE RAI:. 6 �s,�I GISTS� �1 IR NAL 20'-0" LEFT SIDE WALL FRAMING EXPIRES: 11/9/2020 SCALE: 1/5" : P DATE SIGNED: JAN 17 2019 CORNER POST 2 112"5Q, X 14GA TUBE m _J 'L ROOF MEMBER 2 1/2"5Q. X 14GA TUBE Z cm N O BASE RAIL 2 1/2"5Q, X 14GA TUBE Q END WALL POSTS 2 1/2"SQ. X 14GA TUBE >Lu � f\ FRONT END (2) 2 1/2"SQ. X 14GA TUBE- _ < Q WALL P05T STITCH WELDED +— m 4"X 2" X 18GA FLAT Ln Z O O ROOF MEMBER O z CLIP. SECURE TO - F- O, ROOF MEMBER AND O uj .D Z Z w POST W/(4)#12 SDS AS SHOWN 1 2"X 2"X 2" X 18GA Q p CLIP ANGLE E.5. v m SECURE TO ROOF O PEAK BRACE MEMBER AND POST � 1 - 2 END WALL POST W/(4) #I 2 SDS AS ROOF MEMBt=P� —�3 SHOWN J -- �� ROOF MEMBER DETAI I Q i ,t 6, O,. SCALE: 1/2': P l 1 5 v. O lii O 0 Z Z z J KNEE BRACE OZ Q w z 7E3ILIui z FRONT END SIDE WALL BASE RAIL x W < WALL F05T 0 CORNER_ O rn a ❑ A p POST 2"X 2" X 2"X 15GA 2 CUP ANGLE, SECURE BASE KAII 7B TO POST AND BASE _ RAIL W/(4) #12 SDS p FIN. GRADE_ END WALL AS SHOWN CD L BASE RAIL FRONT END WALL FRAMING CORNER DETAIL (�)SCALE: IV: I' co M i END WALL POST 12 2"X 2" X 2"X 18GA CLIP ANGLE. SECURE SEAL: TO POST AND BASE RAIL W/(4) #) 2 SDS AS SHOWN OV W AS4rrVC �tP BASE RAIL COLUM P05T5 o COLUMN-BASE DETAIL �� ( ° - SCAM: I/2': 1' 40277 FIN. GRADE='� ���, �GXSTER� G1 2D.� I01V L REAR END WALL FRAMING EXPIRES: 11/9/2020 SCALE: 1/8' : I' DATE SIGNED: JAN 17 2019 m � � w N Q Z N lu co Qm Q m Q W C) m mZ o � o z z ? w zo 0-/ NZ cn Q ROOF SHEATHING -- 12 O m SEE SCHEDULE FOR 3 F _ — FA5TENEK KEQUIREMENT5 �co 8" LG. CONNECTOR 51_EEVE - FIELD BOLT E.5. W/ (1 G) }� #12 X I" 5ELF o F- Li-0 DRILLING SCREWS ROOF MEMBER = Z z AS SHOWN ~ Inz 3° Z � 0 W W o � Lv < KNEE BRACE- O ai a A ATTACH W/ (2)#12 X 1 I"TEKS SCREW E.S. (4 TOTAL) SIDE WALL O 1 FRONT END SHEATHING -SEE O WALL P05T SCHEDULE FOR I O FASTENER SIDE WALL REQUIREMENTS I O SHEATHING-SEE SCHEDULE FOR I 6" LG. COLUMN lrlr FASTENER SLEEVE - FIELD BOLT W/ (5)#J2X I" SDS I FRONT END O REQUIREMENTS 1/8" FILLET- 1 112" -G. SCREWS AS SHOWN WALL P05T CO Q 8" C.C. STITCH m WELD BOTH SIDES BASE RAIL STAGGERED -TYP, FRAME DETAIL BASE DETAIL SEAL: SCALE: 1/2': P 5CAL4: 1/l.' : I' O �- VWAS ( '� - 40277 GISTFI NAL EXPIRES: 11/9/2020 DATE SIGNED: JAN 17 2019 o �T tivlUE ��(��•NOTICE TO PERMITEE AND/OR OWNER (l1 ❑ PARTIAL APPROVAL ❑ CORRECTIONS REQUIRED ❑ DO NOT OCCUPY ;'APPROVED PERMIT#: °Z��� j LOT#: DATE: �) �1 JOB ADDRESS: '1 jt�t • i P �,1 - TYPE OF INSPECTION: ❑ NO PERMIT-STOP WORK-OBTAIN PERMIT:AND MAKE WORK COMPLY WITH CURRENT BUILDING AND/OR PLANNING CODES. ❑ CONSTRUCTION IS NOT IN ACCORDANCE WITH APPROVED PLANS AND PERMIT -STOP WORK: MAKE EXISTING WORK COMPLY WITH APPROVED PLAN AND PERMIT OR REMOVE IT. ❑ STOP WORK UNTIL AUTHORIZED TO CONTINUE BY INSPECTOR. ❑ CORRECTIONS LISTED BELOW MUST BE MADE BEFORE WORK CAN BE APPROVED. ❑ WORK NOT READY FOR INSPECTION:$50 REINSPECTION FEE(PER IBC) MUST BE PAID PRIOR TO NEXT INSPECTION. ❑ CONTACT INSPECTOR 360-403-3551 ❑ CALL FOR REINSPECTION THE ACTIONS OR CORRECTIONS INDICATED ABOVE ARE REQUIRED WITHIN DAYS OR PENALTIES IMPOSED BYLAW MAYAPPLY. FOR INSPECTION CALL: 360-403-3417 INSPECTOR DATE RrBUILDING DEPT. 0 PLANNING DEPT CITY OF ARLINGTON RESIDENTIAL MISCELLANEOUS { ' PERMIT APPLICATION Department of Community& Economic Development City of Arlington • 18204 59th Ave NE •Arlington,WA 98223 • Phone(360)403-3551 THIS APPLICATION IS TO BE USED WHEN APPLYING FOR INTERIOR ALTERATIONS, FENCES, RETAINING WALLS, STORAGE TANKS, PLAYGROUND EQUIPMENT, POOLS, HOT TUBS, ETC. Project Add ress:17601 59th Ave NE Project Description: Installation of a 360 sf pre-manufactured metal storage building in the existing PUD Equipment and Pole Storage Yard. Valuation: $4,800 Owner-Snohomish County PUD No. 1 (c/o Ben Davis) Address: PO Box 1107 City: Everett State: WA Zip Code: 98206 Phone: 425-231-2145 Email: brdavis@snopud.com Contractor Name-Same as Owner Address: PO Box 1107 City:Everett State: WA Zip Code: 98206 Phone'.425-231-2145 Email. brdavis@snopud.com License Number: N/A Expiration Date. N/A 1 hereby certify that the above information is correct and that the construction. installation for the above mentioned property will be in accordance with the applicable laws of the City of Arlington and the State of Washington. Lz�� �_ „�<a,d,ses3,s3d,3 ee3„ss� 01/25/2019 Applicants Signature Date Benjamin Ryan Davis Print Applicants Name FOR STAFF USE ONLY Permit 4 Accepted By Amount Received Receipt# Date Received BA5E RAIL 2 1/2"SQ. X 14GA TUBE COLUMN POST 2 1/2"SQ. X 14GA TUBE BASF RAIL_ COLUMN P05T OR Z CQ 0 FRONT END (2) 2 1/2" 5Q. X 14GA TUBE- END WALL POST > � m WALL POST STITCH WELDED � Q ANCHOR'A' a TIE DOWN ASPHALT ANCHOR#59367 ANCHOR'S' 3/4"0 X 30"THRD. ROD EMBED. IN EARTH \� G"X 3"X I/8" 63 C C9 0 o \ ANGLE BRACKET ATTACHED — fl Q O WITH I/2"O THROUGH O V' UJ J w BOLT AND I WA5HER5 E.5_ — w FOUNDATION NOTffS: _o IV z = EXI5TING ASPHALT 1 . ASPHALT ANCHORS SHALL BE LOCATED AT ALL 4 CORNERS, ON EACH ; :.•�;..•;, -• /y� � � U— SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR COLUMN POSTS AND END WALLS 1'05T5. 2. ALL POSTS WITH NO ANCHORS ADJACENT SHALL BE ANCHORED TO THE GROUND WITH A 3/4" O X a LG. 3/4 0}( "'ANCHOR RODLL ROD, RODS WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF RUST PROOF PRIMER, TIE DOWN A5PHALT ANCHOR 0 0 #59367 OR APPROVED EQUAL � Q tia z (f3 Uuj Z w 0 FOUNDATION DETAIL SCALE; 1/2" : 1' g R ® C 0 CIO P• B A � � A, ' SEt: AB U- A O, W A S,��� A r CITY OF ARLINGTON ® �� BUILDING DEPARTMENT CIS 4APROVED DATEBY40277 A !p (S NES AUTHORIZED ��' ��GIS T E�`�� ---- UNLESS APPROVED BY THE ---- BUILDING INSPECTOR `sroNAL i r EXPIRES: 111912020 Received FOUNDATION PLAN 5CALE: 1/8° : 1' DATE SIGNED: JAN 17 2019 APR 0 3 2019 LEGAL DESCRIPTION SE1/4 SECTION 22 TOWNSHIP 31 RANGE 5 EAST WM �o�m 1e9N5iNE Wm,esxs'"' (PER STEWART TITLE GUARANTY COMPANY ORDER NO. 011 48-771 7,DATED AUG. 13, 2012) A,li ^^ ARLINGTON COVERED STORAGE BULIDING Sk81e'e" PARCEL 1: Bill FACILITIES DEPARTMENT THAT PORTION OF THE SOUTH HALF THE NORTH HALF OF THE SOUTHEAST QUARTER OF 2320 CALIFORNIA STREET SECTION 22, TOWNSHIP 31 NORTH, RANGE 5 EAST, W.M., LUNG WEST OF THE NORTHERN p EVERETT,WA 98201 PACIFIC RAILROAD RIGHT OF WAY, EXCEPT THE NORTH 330 FEET OF THE WEST 1,124 FEET PHONE(A25)]8 982 THEREOF. _ _ _ o^� FAXE(425)&83 PARCEL. - - APPLICANT/OWNER/PROJECT ENGINEER. �,�, AN EASEMENT FOR INGRESS, EGRESS AND UTILITIES AS RESERVED IN STATUTORY WARRANTY 18OTH STREET NE TRACT 9u-} SNOHOMISH COUNTY PUD NO. 1 Anf^m"" �� DAVr DEED RECORDED UNDER RECORDING NO.8111100107. ---- M�^� + 9 oe wnsy J' SITUATE IN THE COUNTY OF SNOHOMISH, STATE OF WASHINGTON. ------- PO BOX 1107 Aq„ pB1 M1P� - �c --__— ---- --- A",n EVERETT, WA 98206-8624 ovwol ENGINEER: BEN DAMS,PE iemmsiNe r NORTH PHONE: 42 vis0sn 8465 gfg �o RFci REO 2w EMAIL: brdavis®snopud.com m $ g �ssZOHAL �� SITE ADDRESS: � 17601 59TH AVENUE NE I � I ARUNGTON,WA 98223 0 50 100 200 SURVEYOR: GIL LAAS, PLS, C FED S v a PHONE: 425-405-1513 SITE DATA: SCALE: 1"=100' I I LOT 20 EMAIL: g11a0deainacom PROJECT PARCEL NO: 31052200400200 CALL n`s m SITE s R'.I PARCEL AREA: 25.69 ACRES(1,119,056 SF) 2 BUSINESS DAYS VERTICAL DATUM ".,ee EXISTING IMPERVOIUS AREA: 0.23 AC(0.009%) BEFORE YOU DIG m hire cn^rm PROPOSED IMPERVIOUS AREA: 0.65 AC(28,213 SF)(0.025%) LOT 4 TOP OF WSDOT MON IN CASE ON NORTH SIDE OF 172nd ST NE& FOR UTILITY LOCATE I 59th AVE NE. E � o DISTURBED AREA a 3.33 AC(145,219 SF)(0.130%) 811 G a ELEVATION= 127.56 EtlpiainbR° 'nn°�"E O O ZONING: GENERAL INDUSTRIAL AIRPORT SUBDISTRICT: B&C DATUM: NAVD'88 o USE CLASSIFICATION: 10.200 TRACT 999 a PARKING: NO PARKING REQUIRED PER TABLE 20.72-1 —I —— PROJECT TBM: TOP OF 1/2"REBAR&CAP(HUEY) N°a,se°mew c� I I ELEV= 136.18' NO PARKING IS PROPOSED I o SCREENING: NO SCREENING IS PROPOSED I I ' z UTILITY PROVIDER: WATER&SANITARY SEWER PROVIDED o BY CITY OF ARLINGTON VICINITY MAP o NOT TO SCALE w ——— LOT 23 1 LOT 24 I 0 P OJECT TMLOT 25 05 I LOT 18 I E 1320421.496 TAX PARCEL TRACT 997 E EV— 136.18' 31052200402000 COVERED STORAGE I - TRACT 998 BUILDING — _ I I z N88'O3'29"W 1106.71' z zw LOT 14 :6 I LOT 12c+J X \\ I LOT 16 LOT 17 EXISTING EQUIPMENT f TAX PARCEL POLE YARD \\ 'pQ 31052200402000 O I LOT 19 .t7§eoe ,i'-.:..'... z NI I TRACT 996 LIi — — N88'O3' 9"W :QFi;..:,.h,• I Vi W z 1124.81' P z .. h;< -ten 0 20' (PARCEL 2) II I y I W w � oo I D Oa W M I 01 I 31 W z M G+ I z a III vl o w 3 o PARCEL 1 III I z W TAX PARCEL I z 0 31052200400200 lil I z I W' — — I I W Lu c� N —— —— N87'58'26"W 2261.04' L N -- o N -- - -- T- - - � I ' C Lu � = M] I I J w Q of CITY OF ARLINGTON/DISTRICT GENERAL CONSTRUCTION NOTES: j I �j > w (BASIS OF BEARING) Z m Q ~ 22 23 1. ALL WORK AND MATERIALS SHALL CONFORM TO THE CURRENT EDITION OF THE CITY OF 6. ALL OF THE LOCATIONS OF THE EXISTING UTILITIES SHOWN IN THE PLANS HAVE BEEN O = Z rn N87 48 08 W 2457.39' ARLINGTON PUBLIC WORKS STANDARDS AND SPECIFICATIONS, AND THE CURRENT EDITION OF THE ESTABLISHED BY FIELD SURVEY OR OBTAINED FROM AVAILABLE RECORDS AND SHALL THEREFORE 2y" PLUGGED PIPE W 0 172ND ST NE (SR 531) W� TACK IN CASE WASHINGTON STATE DEPARTMENT OF TRANSPORTATION (WSDOT)STANDARD SPECIFICATIONS FOR BE CONSIDERED APPROXIMATE AND NOT NECESSARILY COMPLETE. IT IS THE SOLE RESPONSIBILITY 27 26 ROAD,BRIDGE, AND MUNICIPAL CONSTRUCTION. A COPY OF THESE DOCUMENTS SHALL BE ON OF THE CONTRACTOR TO INDEPENDENTLY VERIFY THE ACCURACY OF ALL UTILITY LOCATIONS. ' Q Ln (� z 4"x4" CONCRETE MON W/ SITE DURING CONSTRUCTION. a 2" BRASS DISK IN CASE 7. THE CONTRACTOR SHALL LOCATE AND PROTECT ALL CASTINGS AND UTILITIES DURING CONSTRUCTION DRAWING REVIEW CD2. IT IS THE SOLE RESPONSIBILITY OF THE DEVELOPER/CONTRACTOR TO OBTAIN A GRADING CONSTRUCTION AND SHALL CONTACT THE UNDERGROUND UTILITIES LOCATE SERVICE ACKNOWLEDGMENT u O 3 PERMIT, RIGHT—OF—WAY PERMIT,AND UTILITY PERMITS, FROM THE CITY. ALL REQUIRED PERMITS (1-800-424-5555 OR 811)AT LEAST 48 HOURS PRIOR TO CONSTRUCTION. 3 y I: Q rn FROM OTHER AGENCIES MUST ALSO BE OBTAINED BY THE DEVELOPER/CONTRACTOR. THIS PLAN HAS BEEN REVIEWED AND EVALUATED FOR GENERAL COMPLIANCE a cwi B. INSPECTION AND ACCEPTANCE OF ALL WORK WILL BE ACCOMPLISHED BY REPRESENTATIVES OF WITH THE CITY OF ARLINGTON CODES AND ORDINANCES. CONFORMANCE OF THIS LL SHEETTITLE: o HORIZONTAL DATUM 3. PRIOR TO ANY CONSTRUCTION ACTIVITY, THE DEVELOPER/CONTRACTOR SHALL ATTEND A THE CITY OF ARLINGTON.IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO COORDINATE AND DESIGN WITH ALL APPLICABLE LAWS AND REGULATIONS IS THE FULL AND COMPLETE a WASHINGTON STATE PLANE COORDINATE SYSTEM — NORTH ZONE,NAD 83/07. PRE—CONSTRUCTION CONFERENCE WITH THE CITY. THE CONTRACTOR SHALL SCHEDULE THE SCHEDULE APPROPRIATE INSPECTIONS, ALLOWING PROPER ADVANCE NOTICE. THE INSPECTOR MAY RESPONSIBILITY OF THE LICENSED DESIGN ENGINEER, WHOSE STAMP AND SIGNATURE COVER SHEET PRE—CONSTRUCTION CONFERENCE BY CALUNG(360)403-3500. PRIOR TO SCHEDULING,THE REQUIRE REMOVAL AND REPLACEMENT OF ITEMS THAT DO NOT MEET CITY STANDARDS OR WERE APPEAR ON THIS SHEET, ACKNOWLEDGMENT OF CONSTRUCTION DRAWING REVIEW o BASIS OF BEARING CONTRACTOR MUST SUBMIT AND RECEIVE APPROVAL FOR THE TRAFFIC CONTROL PLAN, CITY CONSTRUCTED WITHOUT INSPECTION. DOES NOT IMPLY CITY APPROVAL FOR CONSTRUCTION ACTIVITIES THAT REQUIRE'm PERMITS, TEMPORARY EROSION AND SEDIMENT CONTROL PLAN, PERFORMANCE BOND, COPY OF OTHER COUNTY, STATE OR FEDERAL PERMIT REVIEW AND APPROVAL, THE PROPERTY W THE BEARING N87'48'O8"W AS MEASURED BETWEEN S 1/4 CORNER& OTHER AGENCY PERMITS, A COPY OF THE CONTRACTOR'S LICENSE, AND PROOF OF INSURANCE 9• THE CONTRACTOR SHALL KEEP THE ON—SITE AND OFF—SITE STREETS CLEAN AT ALL TIMES BY OWNER AND LICENSED DESIGN ENGINEER SHALL BE RESPONSIBLE FOR THE o SE CORNER OF SECTION 22, T 31 N. R 5 E, WM. COVERAGE. CLEANING WITH A SWEEPING AND/OR VACUUM TRUCK. WASHING OF THESE STREETS WALL NOT BE ACQUISITION AND COMPLIANCE OF ALL APPLICABLE PERMITS AND/OR AUTHORIZATIONS a ALLOWED WITHOUT PRIOR APPROVAL FROM THE CITY INSPECTOR. WHICH MAY INCLUDE, BUT ARE NOT LIMITED TO, WSDFW HYDRAULIC PROJECT LEAD; BEN DAMS S 4. A COPY OF THE APPROVED CONSTRUCTION PLANS MUST BE ON THE JOB SITE WHEN APPROVAL(HPA), WSDOE NOTICE OF INTENT(NOI), ANY CORP OF ENGINEERS FILL o CONSTRUCTION IS IN PROGRESS. 10. THE CONTRACTOR SHALL MAINTAIN TWO(2)SETS OF "AS— BUILT"PLANS SHOWING ALL PERMITS AND THE REQUIREMENTS OF THE ENDANGERED SPECIES ACT. DRAFTER: FIELD CHANGES AND MODIFICATIONS.IMMEDIATELY AFTER CONSTRUCTION COMPLETION, THE DATE: 01/25/2019 5. ALL SITE WORK SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE APPROVED PLANS. ANY CONTRACTOR SHALL DELIVER BOTH COPIES OF RED—LINED PLANS TO THE CITY. THE CITY WILL BY: SHEET: a DEVIATION FROM THE APPROVED PLANS WILL REQUIRE PRIOR APPROVAL FROM THE DISTRICT, FORWARD ONE OF THE COPIES TO THE DESIGN ENGINEER. City Engineer /1 THE CITY ENGINEER, AND OTHER APPROPRIATE PUBLIC AGENCIES. IV 1 11.ALL CONSTRUCTION STAKING SERVICES ARE REQUIRED TO BE PROVIDED BY A PROFESSIONAL DATE: w SURVEYOR LICENSED IN THE STATE OF WASHINGTON. THIS APPROVAL VALID FOR 18 MONTHS SHEET 1 OF 2 PERMIT SET SE1/4, SECTION 22, TOWNSHIP 31, RANGE 5 EAST, WM FACILITIES DEPARTMENT 2320 CALIFORNIA STREET EVERETT,WA 98201 PHONE(42 ]8 82 FAX(425)]838455 NOFZ—F - � OP wA9y cf 0 15 30 60 ' z TWO INCHES AT FULL SCALE IF NOT, SCALE ACCORDINGLY AL CALL CALL 2 BUSINESS DAYS D So So So SD SD SD t D [D D BEFORE YOU DIG aP _P EDc 5.0' ccNCR� FOR UTILITY LOCATE P 811 I O 0 �sD D P g SITE CONSTRUCTION NOTES: a N I x x x-x O1 PROPOSED 18'x21'x10'PREFABRICATED METAL STORAGE BUILDING. OPEN END/FRONT FACES WEST. SEE DRAWINGS PREPARED BY HCI FOR ADDITIONAL INFORMATION 9 II m I 11 x 1 w I � U \ \ \ g I z m \I O C� SD SD K6° w 0 I \ a w 0 a a w \ Z U J x Ui N w I W zN a I � x—._x x x x x x x x-1 II o z a' C w Q v > > � m Q z � 14 0 Z 2 Q o w y Q Q w LL SHEETTITLE a SITE PLAN U O r U CONSTRUCTION DRAWING APPROVAL a LEAD: BEN DAVIS 'p THIS PLAN SHEET HAS BEEN REVIEWED AND APPROVED PER THE CONDITIONS ON THE TITLE SHEET. DRAFTER: DATE: 01/25/2019 BY SHEET: a City Engineer, CITY OF ARLINGTON �^ LL DATE: L w THIS APPROVAL VALID FOR 18 MONTHS 11 SHEET 2 OF 2 mZ ° � LLQNLLQo W N LL zw =LLH z N Ow NNLL'N 1p Ll_I �O Jma Ny0y�4 W�Q�QQ2Q0 Q Q QN>LLNFL oFp zm wm �n z W 0 O a177 �rcm~N=_ - LLl O ? ,p°wao�w,., O Z 6� w Ld QN=oa icWi� z - x Z'Tiz.�gm O Q fn N r w w K N a ry SNOHOMISH COUNTY PUD 8_ �__Ii Q � N cWi3oyKWQ.- U LU � 17G0 159TH AVE NE ONQQ N o rtrt� ONWW��N � > V HUM LL f O Z Q O Z 9 KJ?JR' O ARLINGTON WA 36223 Ww.LL22E N W W NQLLNN (_,n� 18 I /\ 2 I I /` 1 01 .2 W LL Q �ww1 ZHn mzz4m o Z� lii O DESIGN NOTES DESIGN CRITERIA DRAWING INDEX o 0,090 C)" ~ m z0 ALL CONSTRUCTION SHALL BE PROVIDED IN PREVAILING CODE: W5BC(IBC 201 5) 1 ........ COVER SHEET s W o m' ° z N U w o ACCORDANCE WITH IBC 2015, USE GROUP: U(CARPORTS,BARNS) ° o A5CE 7-10,05HA,AISC 3GO,A151 100,AW5D 1.3 CONSTRUCTION TYPE: II-B 2 ........ ELEVATIONS O a CODES AND ALL APPLICABLE LOCAL REQUIREMENTS. RISK CATEGORY: 1 3 ........ FOUNDATION DETAILS 2. BASE CONNECTIONS SHALL BE PROVIDED AS SHOWN 4 ........ FLOOR PLAN t.DETAILS z ON FOUNDATION DETAILS SHEET. CD I. DEAD LOAD(D) D = 2.0 P5F O 5 ........ FRAME SECTION t DETAILS 3. ALL MATERIALS IDENTIFIED BY MANUFACTURER NAME 2. ROOF LIVE LOAD(Lr) Lr= 25 P5F o MAY BE SUBSTITUTED WITH MATERIAL EQUAL OR 3. SNOW LOAD(5) G ........SIDE WALL FRAMING*DETAILS h q EXCEEDING ORIGINAL. GROUND SNOW LOAD PI = 25 PSF O IMPORTANCE FACTOR Is=0.80 7A•••••• END WALL FRAMING DETAILS 4. ALL SHOP CONNECTIONS SHALL BE WELDED ! •• ^ THERMAL FACTOR Ct = 1.2 75 ..... END WALL FRAMING DETAILS P O CONNECTION5. EXPOSURE FACTOR Cc = 1.0 5. ALL FIELD CONNECTIONS SHALL BE#12(1/4"X I") ROOF SLOPE FACTOR Cs = 1.0 fie1w G] (E5K-21 9G)OR APPROVED EQUAL. FLAT ROOF SNOW LOAD Pf = 17 PSF G. STEEL SHEATHING SHALL BE 29GA. SLOPED ROOF SNOW LOAD Fs = 17 PSF CORRUGATED GALV.OR PAINTED STEEL-MAIN RIB HT. 4. WIND LOAD(W) SEAL: DESIGN WIND SPEED Vuit = 115 MPH o 3/4"(FY=8OK51)OR EQ. EXPOSURE C !I oa? 11 , 7. ALL STRUCTURAL LIGHT GAUGE TUBING AND CHANNELS 5. SEISMIC LOAD(E) m?9 rr ag H F m SHALL B SDs/5D I 0.7GG/0.44 1 E GRADE 50 GALV.STEEL. �'' Ov wAsH DESIGN CATEGORY D 8. STRUCTURAL TUBE T52 1/2"X2 1/2„- 14GA. 15 51TE CLA55 D SPECIAL INSPECTIONS EQUIVALENT TO T52 1/4"X2 1/4"- 1 2GA AND EITHER IMPORTANCE FACTOR Ic = 1.00 NO SPECIAL INSPECTIONS ARE w a o o CIO ` Z ONE MAY BE USED IN LIEU OF THE OTHER. 9. 1 2GA 15 DEFINED AS 0.109"THICKNESS. 14GA IS REQUIRED FOR THIS STRUCTURE,AS IT o a DEFINED AS 0.053"THICKNESS. 2GGA 15 DEFINED AS LOAD COMBINATIONS: MEETS THE EXCEPTIONS OF SECTION z g Z� 40277 w� 1. D + (Lr ORS) 1704 PER WSBC(IBC 2015), ="3 �GISTER� 0.0 19"THICKNESS. 29GA IS DEFINED AS O.O 15" °J O 9 2. D +(0.GWOR±0.7E) ow UNLESS EXPLICITLY REQUIRED BY THE P N �s CS THICKNESS. 3. D +0.75 (O.GW OR±0.7E) +0.75 (Lr OR 5) BUILDING OFFICIAL. o LL0 5 `SIDNAL 4. O.GD+(O.GW OR±0.7E) LLoI E EXPIRES: 111912020 w�� Sao 3 DATE SIGNED., JAN 17 2019 Lu NLL- z cv 0 Q � N 12 12 Q 3 13 ch Ln p o 0 z Q W 0 0 o U Q > m p ° W m FIN. GRADE) --- 18 0 — - - FIN. GRAD c - - - = p W C\j 16-0" FRONT END WALL ELEVATION BACK END WALL ELEVATION SCALE:3/32°: 1' SCALE:3/32°: P O Z J Z w z O ~ U Z U LU= 0 Q� H K Q o (n a ❑ ❑ O m O i M O FIN. GRAD L L O 20'-0" O M RIGHT SIDE WALL ELEVATION SCALE:3/32°: P SEAL: — -- — AB(j �g og WAS FIN. GRAD L L O� GISTER�'91��� 20'-0" �SSIONAL ECG LEFT SIDE WALL ELEVATION SCALE:3/32": 1' EXPIRES: 11/9/2020 DATE SIGNED: JAN 17 2019 MEMBER • BASE RAIL 2 112 5Q.X 14GA TUBE LL COLUMN P05T 2 1/2"5Q.X 14GA TUBE BA5E RAIL COLUMN P05T OR ❑W N Q FRONT END (2)2 1/2"5Q.X 14GA TUBE- END WALL POST ZLu N WALL POST STITCH WELDED j m •' Q Q ANCHOR'A' TIE DOWN A5PHALT ANCHOR#593G7 m ANCHOR'S' 3/4"0 X 30"THRD. ROD EMBED.IN EARTH G"X 3"X 1/8" m Z O 6 ANGLE BRACKET ATTACHED _ Q z ".� WITH 1/2"0 THROUGH C) In LLJ w FOUNDATION NOTES: BOLT AND 1"WASHERS E.S. O o = o x I. ASPHALT ANCHORS SHALL BE LOCATED AT ALL 4 CORNERS,ON EACH EXI5TING ASPHALT Q Q 0 N SIDE OF OVERHEAD DOOR OPENINGS AND ON ALTERNATE INTERIOR 6° f 00 Q m COLUMN P05T5 AND END WALLS POST5. 2. ALL P05T5 WITH NO ANCHOR5 ADJACENT SHALL BE ANCHORED TO O THE GROUND WITH A 3/4"0 X 30"LG. " 3/4"0 X 30"ANCHOR ROD = 0 ROD.ROD5 WILL HAVE A WELDED NUT AT THE TOP AND ONE COAT OF — RU5T PROOF PRIMER. 0 \ 0 ui o TIE DOWN ASPHALT ANCHOR Z t z 0 #593G7 OR APPROVED EQUAL w Z 0 w z 3 _ 0 ~ O a o O FOUNDATION DETAIL SCALE: 1/2": P 1 CD a O � C C7 O ct' CD � c CO m A B A A B p SEAL: ABU,y A �4 OV WAS `YJ, 40277 B ISTER� ----- 1 SjONAL El`t 3 FOUNDATION PLAN EXPIRES: 11/9/2020 SCALE: I/8': 1' DATE SIGNED: JAN 17 2019 I\ 20'-0" Z N O 3 SPACES @ 4'-0"CC = 1 2'-0" 4'-0" > Q Q Z �o Lf) z0 U p 0 v O Q 0 w z w 0 O NZ Q z N o Q m 0 II — CQ c� � O o o � � v D- O O F— ui O O v 0: p � LL m Q z OU F- U ui 3 S = 0 N qq K Q 0 cn a 0 0 E 2 `rR O4 ITy 3 SPACES @ 4'-0"CC = 1 2'-0" 4'-0" 4OFLOO PLAN C)SCALE:3/1 G': P NOTE:SEE SHEET 3 FOR ANCHOR TYPE S MEMBER PROPERTIESM `i SEAL: CORNER AB U COLUMN ,FKONT END T, WALL 05T COLUMN POST �L wAs� POST AHOR ANCHORS ANCHOR Q `� g„ CIO 1 `G BASE RAIL EASE RAIL BASE ANCHOR DETAILS ANCHOR DETAILS ANCHOR DETAILS 40277 ww� SCALE:3/8': 1' I SCALE:3/8': I' SCALE:SCALE:3/8': P `� ��' MSTB- 1� ssj�NAL ��Cs EXPIRES: 11/9/2020 DATE SIGNED: JAN 17 2019 ROOF SHEATHING- 12 1 COLUMN POST 2 1/2"SQ.X 14GA TUBE SEE SCHEDULE FASTENER R�3�— ^ LL ROOF MEMBER 2 I/2"SQ.X 14GA TUBE W N REQU REMENTS �6° __ - / ' BASE RAIL 2 I/2"SQ.X 14GA TUBE z N 8"LG.CONNECTOR PEAK BRACE 2 I/2"X 14GA CHANNEL W SLEEVE-FIELD KNEE BRACE 2 1/2"X 14GA CHANNEL Q Q W BOLT E.S.W/(8) ROOF MEMBER CONNECTOR SLEEVE 2 1/4"SQ.X 1 2GA TUBE m #1 2 X I"SELF SHEATHING FASTENER SCHEDULf (Y) L—) u DRILLING SCREWS d LOCATION CORNER PANEL SIDE LAPS EDGE LAPS ELSEWHERE O z AS SHOWN z SPACING 6"CC MIN. I 4"CC 9"CC O w < KNEE BRACE- FASTENER TYPE:# 12x I"SELF-DRILL SCREWS U ATTACH W/(2)#12 X (E5R-2 1 9G)W/NEOPRENE/5TEEL WASHER o cz O O �L I"TEK5 SCREW E.5. G Q N < (4 TOTAL) SIDE WALL UO co SHEATHING-SEE I -1 U SCHEDULE FOR LL I < I COLUMN POST FASTENER ROOF MEMBER � REQUIREMENTS I N W SIDE WALL G"LG.COLUMN I •• SHEATHING-SEE SLEEVE-FIELD BOLT S COLUMN POST PEAK BRACE-ATTACH W/ SCHEDULE FOR W/(4)#1 2 X I"TEKS = Z z FASTENER I SCREWS AS SHOWN (2)#12 X I"TEKS SCREW O m REQUIREMENTS < BASE RAIL E.S.(TOTAL 4 EACH END). w Z o F � w z MAINTAIN MIN. I' EDGE z N U w DISTANCE AND SPACING m o a o 0 { BASE DET IL PEAK BKACE DETAIL FRAME DETAIL SCALE: I/2 1' O SCALE: u2': 1' '' SCALE: 1/2': I' � O O O EAK BRACE d O ROOF MEMBER _ �- 12 a$I `- -�3 O G'-0" ` M I I I 5 5 I KN113RACE SEAL: AB U,WA 0 y ti GA l BASE RAIL I 5 I ° 0� 40277 FIN. GRADE-"' GISTER 1� s`rIGNAL V' FRAME SECTION EXPIRES: 11/9/2020 SCALE:311 G': P DATE SIGNED: JAN 17 2019 COLUMN P05T all G"5LEEVE WELDED TO CONNECTOR SLEEVE 2 1/4"SQ.X 12GA TUBE BASE RAIL AND BA5E RAIL 2 1/2"SQ.X 14GA TUBE I A N ATTACHED TO COLUMN SIDE WALL P05T 2 1/2"5Q.X 14GA TUBE UA N O L3ASL RAIL W POST WITH(4)#12 5DS A5 5HOWN FRONT END (2) 2 1/2"5Q.X 14GA TUBE- Q r� WALL POST STITCH WELDED = z � — m LnZ Q o COLUMN-BASE DETAILS - o O Z 00 0 W SCALE: 1/2": P I O _ Lu Q Q � U m O < � 4'-0" 4'-0" 4'-0" 4'-0" 4'-0" p L W N O_ w o FRONT END Z co z WALL POST O O ~ui Z COLUMN U i 0 POSTS m O a o 0 O — O 1 � O BASE RAIL 6 O 20'-O" C RIGHT SIDE WALL FRAMING SCALE: 1/8": I O C� c'7 4LO" 4'-O" 4'-O" 4'-0" 4'-0" SEAL: ABU,y ov WAS -FRONT END WALL POST COLUM 4 / Z POSTS o _ 0 40277 BASE RAIL _ G �ssj N E 20'-O" AL LEFT SIDE WALL FRAMING EXPIRES: 11/9/2020 SCALE: 1/8°: P DATE SIGNED: JAN 17 2019 CORNER POST 2 1/2"SQ.X 1 4GA TUBE m LL ROOF MEMBER 2 1/2"5Q.X 1 4GA TUBE LU CV J O BASE RAIL 2 1/2"SQ.X 1 4GA TUBE W Q Q END WALL POSTS 2 1/2"SQ.X 1 4GA TUBE Q W (\ FRONT END (2)2 1/2"SQ.X 1 4GA TUBE- < < Q (h WALL POST STITCH WELDED 4"X 2"X 18GA FLAT � Z O O ROOF MEMBER O O z CLIP.SECURE TO O , w ROOF MEMBER AND Z POST W/(4)#1 2 0 � j SDS AS SHOWN 2"X 2"X 2"X 18GA 0 Q p CLIP ANGLE E.S. v Cn SECURE TO ROOF o MEMBER AND POST _ PEAK MACE END WALL POST W/(4)#I 2 SDS AS O ROOF MEMBER 3 SHOWN = p J N -- ROOF MEMBER DETAI� SCALE: 1/2': P }. •• '— I I 6.-O" O F- 1 1 5 �- L Z w z - o„ p � F 21 m 7B KNEE BRAC z CZ QU w Z ' Z ui FRONT END SIDE WALL BASE RAIL � x W w ~ CORNER o (n a In0 WALL P057 POST 0 2"X 2"X 2"X 18GA 2 CLIP ANGLE,SECURE BASE RAIL 7B TO P05T AND BASE _ , m RAIL W/(4)#12 SDS O FIN. GRADE-�L `� AS SHOWN O 18'-O" END WALL BASE RAIL (7 FRONT END WALL FRAMING CORNER DETAILO o d- SCALE: 1/5': V SCALE: 1/2': 1. 2 0 � o M 1 END WALL POST 12 7 13 2"X 2"X 2"X 18GA CLIP ANGLE.SECURE SEAL: POST AND BASE AB U, T+ RAIL L W/(4)#12 SDS I AS SHOWN �� O� WAS q� BASE RAIL �Y COLUM Pos7s q COLUMN—BASE DETAIL CIO `,e z O J — SCALE: 1/2': I' 7 _ cc)`�' �FGISTBR�� FIN. GRAD 18, �ssIONAL 7 REAR END WALL FRAMING EXPIRES: 11/9/2020 SCALE: IV: 1 DATE SIGNED: JAN 17 2019 t` w (m\I z O N _l Q G) Q W `n o o z o ' z W z o IV o o om ROOF SHEATHING- 12 LL SEE SCHEDULE fOR NEK �— — FASTENER 8"LG.CONNECTORMENTS SLEEVE- FIELD O BOLT E.S.W/(I 6) � O — #1 2 X 1"SELF ROOF MEMBER O z F Q z m DRILLING SCREWS AS SHOWN 0 z 0 F z w z ZLLI U� U LLJ w o Q Li t KNEE BRACE- O U) a o 0 ATTACH W/(2)#12 X I"TEK5 SCREW E.5. 4 I (4 TOTAL) SIDE WALL OO < I FRONT END SHEATHING-5EE I m 0') WALL P05T SCHEDULE FOR I �7Tv FASTENER 51DE WALL REQUIREMENT5 M SHEATHING-5EE I 6"LG. COLUMN d SCHEDULE FOR SLEEVE-FIELD BOLT FASTENER W/(8)#1 2 X I"5D5 FRONT END O REQUIREMENTS CO I/8"FILLET- I 1/2"LG. 5CREW5 A5 SHOWN WALL POST @ 8"C.C.5TITCH WELD BOTH 51DE5 BA5E RAIL STAGGERED-TYP. FRAME DETAILS BASE DETAIL SEAL:O ABU,y SCALE: 112': 1' I SCALE: 112': P 40277 IST NAL EXPIRES: 11/9/2020 DATE SIGNED: JAN 17 2019 CITY OF ARLINGTON 238 N. OLYMPIC AVE -ARLINGTON, WA. 98223 PHONE; (360) 403-3551 BUILDING PERMIT Address:17601 59th Avenue NE Permit#:2395 Parcel#:31052200400200 Valuation:4800.00 OWNER APPLICANT CONTRACTOR Name:PUBLIC UTILITY DISTRICT NO 1 Name:Snohomish PUD Name:PUD Address:PO BOX 1107 Address:PO Box 1107 Address: 1802 75th Street SW P.O.Box 1107 City,State Zip:EVERETT,WA 98206 City,State Zip:Everett,WA 98206 City,State Zip:Everett,WA 98206-1107 Phone: Phone:425-231-2145 Phone:(425)783-5031 EXT: LIC: EXP: MECHANICAL CONTRACTOR PLUMBING CONTRACTOR Name: Name: Address: Address: City,State,Zip: City,State,Zip: Phone: Phone: LIC#: EXP: LIC#: EXP: JOB DESCRIPTION PERMIT TYPE: Misc CODE YEAR: 2015 STORIES: CONST.TYPE: DWELLING UNITS: OCC GROUP: BUILDINGS: OCC LOAD: PERMIT APPROVAL I AGREE TO COMPLY WITH CITY AND STATE LAWS REGULATING CONSTRUCTION AND IN DOING THE WORK AUTHORIZED THEREBY, NO PERSON WILL BE EMPLOYED IN VIOLATION OF THE LABOR CODE OF THE STATE OF WASHINGTON RELATING TO WORKMEN'S COMPENSATION INSURANCE AND RCW 18.27. THIS APPLICATION IS NOT A PERMIT UNTIL SIGNED BY THE BUILDING OFFICIAL OR HIS/HER DEPUTY AND ALL FEES ARE PAID. IT IS UNLAWFUL TO USE OR OCCUPY A BUILDING OR STRUCTURE UNTIL A FINAL INSPECTION HAS BEEN MADE AND APPROVAL OR A CERTIFICATE OF OCCUPANCY HAS BEEN GRANTED. IBC110/IRC110. SALES TAX NOTICE:Sales tax relating to construction and construction materials in the City of Arlington must be reported on your sales tax return form and coded City of Arlington#3101. -s rs 1 Stgnaturc Print Name Date Released By Datif CONDITIONS Adhere to approved plans. Call for final inspection. THIS PERMIT AUTHORIZE ONLY THE WORK NOTED.THIS PERMIT COVERS WORK TO BE DONE ON PRIVATE PROPERTY ONLY. ANY CONSTRUCTION ON THE PUBLIC DOMAIN(CURBS,SIDEWALKS,DRIVEWAYS,MARQUEES,ETC.)WILL REQUIRE SEPARATE PERMISSION. PERMIT FEES Date Description Fee Amount 2/13/2019 Building Permit Fee $162.56 2/13/2019 Building Plan Review Fee $105.66 2/13/2019 Processing/Technology Fee $25.00 2/13/2019 State Surcharge-Commercial $25.00 Total Due: $318.22 Total Payment: $0.00 Balance Due: $318.22 CALL FOR INSPECTIONS BUILDING(360)403-3417 When calling for an inspection please leave the following information: Permit Number,Type of Inspection being requested,and whether you prefer morning or afternoon Permit#: 2395 Permit Date: 02/11/19 Permit Type: COMMERCIAL BUILDING Project Name: Snohomish PUD Applicant Name: Snohomish PUD Applicant Address: PO Box 1107 Applicant, City, State, Zip: Everett,WA 98206 Contact: Ben Davis Phone: 425-231-2145 Email: brdavis@snopud.com Scope of Work: Pre-manufactured metal storage building Valuation: 4800.00 Square Feet: 360 Number of Stories: 0 Construction Type: Occupancy Group: ID Code: Permit Issued: 02/15/2019 Permit Expires: Form Permit Type: Status: LASERFICHE Assigned To: Property Parcel# Address Legal Description Owner Name Owner Phone Zoning 31052200400200 17601 59TH AVENUE NE PUBLIC UTILITY DISTRICT NO I Contractors Contractor Primary Contact Phone Address Contractor Type License License # PUD EXT: 1802 75TH ST SW CONSTRUCTION CONTRACTOR Inspections Date Inspection Type Description Scheduled Date Completed Date Inspector Status 04/29/2019 Inspection Rough in/Final 04/29/2019 BUILDING Completed Plan Reviews Date Review Type Description Assigned To Review Status 02/11/2019 Commercial Accessory BUILDING Structure 02/11/2019 Commercial Accessory Josh Grandlienard Structure 02/11/2019 Commercial Accessory No comments,LT PW-ADMIN-GIS Structure 02/11/2019 Commercial Accessory No comment JL PW-SEW-REV Structure Commercial Accessory 02/11/2019 Structure No comments for this review.Gus PW-WAT-REV 02/11/2019 Commercial Accessory Nova Heaton Structure Fees Fee Description Notes Amount Building Permit Table 4-1 $162.56 Building Plan Review Table 4-2 $105.66 Processing/Technology $25.00 State Surcharge-Commercial Commercial Only $25.00 Total $318.22 Attached Letters Date Letter Description 02/13/2019 Building Permit 02/13/2019 Building Permit Payments Date Paid By Description Payment Type Accepted By Amount 02/15/2019 PUD #8047263 Check Raelynn Jones $318.22 Outstanding Balance $0.00 Notes Date Note Created By: 02/11/2019 Need Commercial Application-Emailed Ben to complete. Kristin Foster Uploaded Files Date File Name 04/04/2019 4726005-2395 Approved revised elan for attachment. pdf 02/11/2019 4499743-2395 Application.pdf 02/11/2019 4499742-2395 Plans.pdf