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Home My WebLink AboutBLD-2016-1388 - OVER OR IN WATER STRUCTURE Permits and In_pe - BLD-2016-1388 - 2016 City of Anacortes i ii�,'.', =-OCIi��, Ca.r: i i7•,_,I F'C9 5711.9voice/Prenni : .-.;41,0721'1'64388 904 6th Street { P.O.Box Street BLD-'2i= PPilietl,1191 i,, 4 /QG/ Q.:.r ration :ep.a.i r- Pe ' ;_ r rni t Issue date: 07/06/2016 0 ' Anacortes, WA 98221-0547 (360) 293-1901 Pa•'_'ment.El3kpireidate: 01/04/2018 1 ,182.19 _- Transaction Amount x 1 ,182.19 2.19 t REC:K e 077660 Job Address: 116 0 AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Catwalk repair Owner: PORT OF ANACORTES Contractor: Address: PO BOX 297 Address: ANACORTES WA98221-0297 Phone: (360)293-3134 Phone: License#: General Information: Fees: Building Valuation 60000 Plan Review Deposit 231.97 Building Permit Fee 713.75 Plan Review Fee 231.97 State Building Code Fee • 4.50 Total Calculated: 1,182.19 Deposits/Receipts: 0.00 Total Due: 1,182.19 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE 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 OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY City of Anacortes Invoice/Permit#: BLD-2016-1388 904 6th Street Applied date: 07/06/2016 L. P.O.Box 547 Issue date: 07106/2016 t '. 10 _ Anacortes, WA 98221-0547 Expire date: 01/04/2018 „4, 1p (360) 293-1901 Job Address: 116 0 AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA 98221 Project: APN: Remarks: Catwalk repair Owner: PORT OF ANACORTES Contractor: Address: PO BOX 297 Address: ANACORTES WA 98221-0297 Phone: (360)293-3134 Phone: License#: General Information: Fees: Building Valuation 60000 Plan Review Deposit 231.97 Building Permit Fee 713.75 • Plan Review Fee 231.97 State Building Code Fee 4.50 Total Calculated: 1,182.19 Deposits/Receipts: 0.00 Total Due: 1,182.19 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE 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 OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY I ill( F-11,. u 1 Il ' tf i fi if ... ____.._. .. ,. • I bj JUL. 0 .1. 2016 '' . t. T46 ' 'Ci tI A I it . Ar v{.'r 1DHv L_. . :r;(.- j .. i v,. r•E,,, �a . . ._. ._.__ ._...._v ,_ .. . .._. . sviiipix- Co[rTimercnaB Baolirtg P irm tt Application] City of Anacorrtes BaJilding Department P.O. Boer 547 Anacortes, WA 98221 - Street Address: 904 her, Street Phone: (360) 293-1 901 Fax: (360) 293-1938 SITE ADDRESS: 2nd and 0 Ave, Curtis Wharf Li i i CONTRACTO r'' ❑ Applicant PROJECT DESCRIPTION The proposed maintenance and repair work involves the repair Name and replacement of approximately 76 feet of catwalk at the northeastern corner of the wharf. All components of the new Address section of catwalk will be built off-site and brought on-site after City/State/Zip the damaged section of catwalk has been removed. The new catwalk will mirror the grating and square footage of the Phone FAX previous catwalk. State License# Exp i PARCEL NUMBER 1 City of Anacortes Business License: ❑ Yes ❑ No P31510 I PROPERTY OWNER IlApplicant LEGAL DESCRIPTION i Name Port of Anacortes (0.7400 ac) ANACORTES TIDLANDS LTS 1 TO 10 TR1 PL8 & VAC RRAVEADJ Address 100 Commercial Avenue City/State/Zip Anacortes, WA 98221 PROJECT VALUATION Phone (360)293-3134 FAX (360)293-9608 $60,000 I E-Mail Address Number of Stories i' Building Area: 4-0 Architect 0 Designer 0 Engineer1Applicant ls`Floor s.f. 2"d Floor s.f. ' Name Sarah Tchang 3rd Floor s.f. Basement s.f. 1 i Address 100 Commercial Avenue Lot Area s.f. Construction Type Anacortes, WA 98221 i City/State/Zip Use Zone Phone (360)299-1827 FAX(360)293-9608 Impervious Area E-mail Address sarah@portofanacortes.com Other (Describe) 1 TENANT 0 Applicant LENDER LENDER INFORMATION MUST BE PROVIDED.FOR PROJECTS OVER$5,000 Name IN VALUATION PER RCW. Address Name City/State/Zip Address Phone FAX City/State/Zip E-mail Address Phone No. CONTINUED ON THE BACK • STEEL HSS 4 X 4 X 5/16 STEEL HSS 4 X 4 X 5/16 _- r clicz22.2 TOP AND BOTTOM CHORDS FLOOR BEAMS, TYP. 76'-4" 4'-2" 17 SP. ® 4'-0" = 68'-0" 4'-2" i -L-_ 91 JUL 0 1 2O16 . , :,,,i, / \ / \ / Nik- \ / / \ rr\--._ / \\\,\ / __•_) li, ......_........ STEEL HSS 2.375 X 0.154 DETAIL 1 DETAIL 2 STEEL BAR GRATE DECK FLOOR DIAGONALS, TYP. NOT SHOWN FOR CLARITY 4'-2" 4'-0" STEEL HSS 2.375 X 0.154 STEEL HSS 4 X 4 X 5/16 4'-2" I Tn, SIDE DIAGONALS, TYP. Y VERTS, TYP. DETAIL 2 1 CAP OPEN ENDS OF CHORDS V/,"','/�" I I� W/ STEEL F� 1/4", SEAL WELD 1A LI I I ALL AROUND, TYP. �1,1 1U/7/\_/ ' i \, / 9/4 WHARF END OF-1 STEEL BAR 4"1 DETAIL 1 1" CAMBER AT- `-MANUFACTURER TO SUBMIT I DOLPHIN END OF CATWALK (WEST END) SIDE RAIL, TYP. MID-SPAN PROPOSED SPLICE LOCATIONS CATWALK (EAST END) V Cr-"PP 6".'-- TO ENGINEER FOR APPROVAL REPLACEMENT CATWALK PLAN AND ELEVATION (NO CHORD SPUCES IN MIDDLE HALF OF CATWALK) CONTRACTOR TO VERIFY DIMENSIONS OF EXISTING CATWALK PRIOR TO MANUFACTURING REPLACEMENT CATWALK ALL FLUSH M HSS 4 X 4 FLOOR BEAM OR SIDES, TYP. 5/16 4" CHORD SPLICE, TYP. REMOVE VERTICAL FLUSH W/ TOP 3-11" 3/8 \ 1- 1 OR INSIDE OF CHORD, TYP. CJP, ALL CHORD Ell , AND REPAIR GALVANIZING IN .. STEEL HSS 4 X 4 TOP TYP> 3/8 SPLICES, TYP. 5/16 SHOP IF SPLICED AFTER GALV. AND BOTTOM CHORDS HSS 2.375 FLOOR OR VA NO FIELD WELDING) SIDE DIAGONAL CENTERED . PROVIDE WEEP HOLES IN ENDS AON CHORD, TYP. it... ,\ IP OF ALL CLOSED TUBES AS ySTEEL BAR 4" X 1/4" STEEL HSS 2.375 SIDE REQUIRED FOR GALVANIZING ALL JOINTS FULLY WELDED a, TOE KICK AND SIDE RAILS I' DIAGONALS, CENTERED , BOTH SIDES, ATTACH TO ON CHORDS, TYP. AS SHOWN OR WELDED WITH a 11— — — EACH VERT W/ (2) 1/4"0 I, NMMIIIIIM AN EQUIVALENT GROOVE OR `r , SCREWS, TYP. . FILLET WELD WELDED STEEL BAR GRATE DECK (1" X 3/16" BEARING c / HSS 4 X 4 TOP OR HSS 4 X 4 TOP OR M BARS, 13/16" O.C. WITH 1/4" BOTTOM CHORD, TYP. BOTTOM CHORD, TYP. I i CROSS BARS 4" O.C.) WELD TYP. 5/16 V 44 EVERY 4TH BEARING BAR TO `a, FLOOR BEAMS, TYP. DETAIL 1 DETAIL 2 I , _ STEEL HSS 4 X 4 4" Lid VERTS, TYP. L�J iiEND VERT DIAGONAL /END VERT STEEL HSS 2.375 FLOOR STEEL HSS 4 X 4 DIAGONALS CENTERED ON FLOOR BEAMS, TYP. BOTTOM CHORDS, TYP. BOTTOM BOTTOM CHORD CHORD CATWALK SECTION STEEL BAR 4" X 1" IIMIICL STEEL BAR 4" X 1" (3'-11" LONG)��i�u I f(4-8" LONG, CENTERED) REPLACEMENT CATWALK NOTES 4" X 3/4" UHMW-PE (3'-11" LONG) 0 OR EQUIV. OR EQUIV. 1 1/8"4 HOLE, 2" IN FROM EACH END a GENERAL ATTACHED TO BAR 4" W/ TWO ROWS 1/4 1/4 AND CENTERED ON BAR 4". VERIFY o VERIFY EXISTING SITE CONDITIONS OF EACH END OF CATWALK AND MAKE SUITABLE FOR REMOVAL OF OF CSK 3/8"0 X 1 1/2" SS FH BOLTS AND MATCH EXISTING DOLPHIN SPACING. z EXISTING (DAMAGED) CATWALK AND INSTALLATION OF NEW (REPLACEMENT) CATWALK. SPACED 2" APART AND 6" O.C. INTO J DRILLED AND TAPPED HOLES. CHAMFER WHARF END DOLPHIN END o QUALIFICATIONS ALL AROUND BOTTOM FACE 1/4" THE REPLACEMENT CATWALK MANUFACTURER SHALL BE REGULARLY ENGAGED IN THE STRUCTURAL STEEL Q FABRICATIO., N,.1LEAST FIVE N(5)UPROJECTS SINESS NOF SID MILAR IL RLL E DESIGN ABLE TAAND SO COPE RWITHIN THE ATE THE ULAST STEN (10)FUL PYEARS. LETION OF AT ce 0 ( / ``\; J STRUCTURAL STEEL FOR PROPOSALS ALL STEEL BARS AND PLATES SHALL CONFORM TO ASTM A-36, STEEL HSS SHALL CONFORM TO ASTM A500 - GRADE B OR ASTM A1085. ALL STRUCTURAL STEEL BE HOT DIP GALVANIZED AFTER 29 J U N E 2016 `, •• ,,a FABRICATION. ANY REPAIR OF GALVANIZING SHALL BE DONE USING A HOT STICK PROCESS IN kp �, : ACCORDANCE WITH ASTM A780. ., o \� D. i.gF•' MARINE STRUC'I URES ENGINEERING,INC. 1=N _ STEEL WELDING AND INSPECTION *- ,�.%'4•' F —— �� ,,I , 1004 COMMERCIAL AVE,#364, ANACORTES, WA 98221 (360)466-8627 ALL STRUCTURAL STEEL WELDING SHALL CONFORM TO THE LATEST EDITION OF AWS D1.1 AND BE SCALE: APPROVED en IMAM K U j PERFORMED BY AWS QUALIFIED STRUCTURAL WELDERS. ALL WELDS WILL BE 100% VISUALLY INSPECTED . ii , ' • JUN '16 KDL onreRav+etn; Cin /, �� BY AN INDEPENDENT AWS WELDING INSPECTOR AT THE CONTRACTOR'S EXPENSE. ACCEPTANCE CRITERIA -& af,3o�tiscc moo,, N % I. I 1 - FOR ALL WELDS SHALL BE THAT FOR DYNAMICALLY LOADED STRUCTURES. NO WELDING THROUGH ANY Fs, ,19rEP Z,,. C U R T I S W H A R N N COATING SHALL BE PERFORMED - ANY COATING WITHIN ONE INCH OF A WELD TO BE PERFORMED SHALL "Si��NA1.�- J`'`"' WEST PILE PEPAIRS MRT-48 BE COMPLETELY REMOVED PRIOR TO WELDING AND REPAIRED AFTER WELDING. ryp DRAW O EMBER REPLACEMENT CATWALK PLAN, ELEVATION, SECTION b, DETAILS 5 ° 5