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HomeMy WebLinkAboutBLD-2018-0400 - RE-ROOF COMMERCIAL ST . O City of Anacortes Invoice/Permit#: BLD-2018-0400 ` 904 6th Street Applied date: 06/21/2018 P.O.Box 547 Issue date: 06/21/2018 Anacortes, WA 98221-0547 Expire date: 1212012019 (360) 293-1901 Job Address: 116 0 AVE Permit Type: Commercial Alteration/Repair Permit ANACORTES WA98221 Project: APN: Remarks: Replace siding, roofing and insulation. Replace girls and purlins. Owner: PACIFIC DREAM SEAFOODS Contractor: QUANTUM CONSTRUCTION INC Address: 116 O AVE Address: 12761 QUANTUM LN ANACORTES WA 98221 ANACORTES WA 98221-8364 Phone: Phone: (360) 293-0656 License M General Information: Fees: Building Valuation 150000 Plan Review Deposit 413.97 Construction Type 5-N Building Permit Fee 1,273.75 Plan Review Fee 413.97 State Building Code Fee 4.50 Total Calculated: 2,106.19 Deposits/Receipts: 0.00 Total Due: 2,106.19 nT mS m — M m P' rn a 1W rr� t< ... V ao R TiN N NK+ rA • n rt O �} r� WS+ �i 0 0 S+ 04 B OCt'i N 1 O Z - 6 B rt C ro kA G •• 0 3 kA ' F O r• c � a rr '^ O T•. • •• T Z I I t iA i• I -i A r- r- ,. THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 6AFS,:M IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS CONWa(:X I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL VLSI S OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN IT I,H1E GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHRR JrA#F�`DR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. N v r' 0 CT 7 N /3�.� SIGNATURREE F OWNER OR AUTHORIZED AGENT ISSUE �- `� m '. S ,4 PORT OF ANACORTES CURTIS WHARF FENDER = RUB BOARD REPAIRS PROJECT #MRT=51 I MAY 2 1 tote CITY OF ANACORTES s� DATUM: N cnxnon ELEVATION DATUM FOR THIS PROJECT IS S, U.S.A. 0.00 FT. MEAN LOWER LOW WATER (MLLW) $q GUENNE� TIDAL DATUM PLANE — PROJECT SITE GNP 9 ^ ANACORTES, GUEMES CHANNEL, SKAGIT COUNTY ANACORTES �. (FROM WASHINGTON DEPARTMENT OF ECOLOGY) D s uWNi tmxCN HIGHEST RECORDED TIDE: ESTIMATED (EHW) ..8.00 A far OF .NAN oc MEAN HIGHER HIGH WATER (MHHW) ................8.20 FT. MEAN HIGH WATER (MHW) ............... ....7.40 FT. MEAN (HALF) TIDE LEVEL (MIL) ...................._&00 FT. evert ..� MEAN SEA LEVEL (MEL) ... ... .... .. 442 FT. MEAN LOW WATER (MLW) .................................260 FT. MEAN LOWER LOW WATER (MLLW) 0.00 FT. LOWEST RECORDED TIDE: ESTIMATED (ELW) 4.50 FT. N � CUR US N sEnTne - WHARF — I � I ' 'E OCEAN - a,TMain SHEET INDEX No. fo COVER SHEET AND SHEET INDEX 1 EXISTING FACILITY LAYOUT 2 VICINITY MAP �I I I� m _ EXISTING FENDERS PLAN AND PROFILE 3 Eliw'I.� -- L 71 EXISTING FENDERS (1,4, 6 AND 9) 4 Y CITY OF ANACORTES II �a EXISTING FENDERS (2, 3, 5,7 AND 8) 5 of n REPAIR PROCEDURE AND DETAILS 6 N II 'I��� RUB BOARD DETAILS 7 PUNNING & BUILDING DEPT: /ffi i� wy, PIER 2 FENDER REPAIRS 8 o%A s _ ✓` u./ PIER 2 LADDERS 9 VED APPR PLANS 119 y � U PERMIT#: 1 %4�' 7 -z D sr. ADDRESS: ( I V�i �?) w a _ J APPROVEDaY: AERIAL PLAN m SUBJECT TO FIELD INSPECTION. APPROVED PLANS SHALL NOT BE ALTERED WITHOUT AUTHORIZATION. o �+ o N m NO. DATE BY REVISION PORT OF ANACORTES DRAWN: GIRD PROJECT NO.:I64027.02 3 o © © © 1131,F—o hA... s.,5wieA CURTIS WHARF FENDER-RUB BOARD REPAIRS DESIGN: JDO SCALE: N/A .- seame,Tcawm�on aeisa PROJECT#MTR-51 CHECKED: JBK DATE: MAY 2018 a P:206.624.1387 �H ENGINEERS,Inc. .aanPna�o ,�as.�o,� • COVER SHEET AND SHEET INDEX SHEET No. 1 -- -------- ---------- CITY OF-ANAGOPTES \\\ GUEMES CHANNEL —_- ------------------------- CORNER PIE�R� '� FENDER 8 - -- �FENDFR� ---'----FENCER 3 B FENDER $---- - FENDER fi FENDER 7 R PIER—� ND FEER--9_. - 80'} '20'} 38} 43'} 55'} 50'}' 52'} 46'i.-____ _. - - — / __-- FENDER UNIT - _ THER LADDER _ \ C _ - -- PIER 1 TOTAL) ----. \ LADDER PIER I ( WEST CATWALK _. EAST CATWALK ---- ',DOLPHIN 3T3 40't -" 60't 45'f 60 t — —40'i - DOLPHIN y._ BOLLARD BCU-ARD. BOLLARD - BOLLARD BOLLARDS OLLARD� --- -- CURTIS WIAR� { -- _ —— m EXISTING LAYOUT PLAN T V O n O U I Y I 'r a M I 7 n e O m N I H NM DATE BY REVISION PORT OF ANACORTES DRAWN: GRIDPROJECT N0.:164027.02 n36ra n Av��es.,SuieA CURTIS WHARF FENDER-RUB BOARD REPAIRS DESIGN: JDO SCALE: N/A Sezttlq Wastilrgron 98134 PROJECT#MTR-51 CHECKED: JBK DATE: MAY 2018 4 P:206.6M.1389 �N ENGTxHaRs,INC, w .P W ergo=ass=� EXISTING FACILITY LAYOUT SHEE N0. a 2 CLAMP BOLTS, REMOVED CLAMP BOLTS, REMOVED. LADDER AND REPLACE NTH NEW LADDER AND REPLACE WITH NEW 1"0 A325 GALV. BOLTS 1"0 A325 GALV. BOLTS RUB BOARDS WITH 2 NUTS EACH, TYP. RUB BOARDS WITH 2 NUTS EACH, TYP. RUB BOARDS FENDER PANEL FENDER PANEL FENDER PANEL IaI II II a CLAMP BOLTS, REMOVED - AND REPLACE WITH NEW FENDER CLAMPS _ FENDER CLAMPS FENDER CLAMPS 1"0 A325 GALV. BOLTS REMOVE AND REINSTALL, STEEL BOLT REMOVE AND REINSTALL, STEEL BOLT REMOVE AND REINSTALL, WITH 2 NUTS EACH, TYP. TYP BRACKET AND TYP. BRACKET AND TYP. BOLTS DO NOT �` BOLTS DO NOT ---------' CYLINDRICAL RUBBER CYLINDRICAL RUBBER _—' - � CYLINDRICAL RUBBER DISTURB DISTURB � DOLPHIN CAP \\ FENDER. REMOVE FENDER. REMOVE FENDER. REMOVE AND REINSTALL, TYP. CURDS WHARF AND REINSTALL, TYP. CURTIS WHARF AND REINSTALL, TYP. ACCESS PLATE. ACCESS PLATE PLAN REMOVE AND REINSTALL PLAN REMOVE AN REINSTALL PLAN (FENDERS 1 AND 9) (FENDERS 4 AND 6) (FENDERS 2, 3, 5, 7 AND 8) UNBOLT AND DETACH UNBOLT AND DETACH UNBOLT AND DETACH FENDER CLAMPS (NOT FENDER CLAMPS (NOT FENDER CLAMPS (NOT 36" OD x 18" ID x SHOWN) TO REMOVE 36" OR x 18' ID x SHOWN) TO REMOVE 36" OD x18" IDx SHOWN) TO REMOVE 36" LONG CYLINDRICAL RUBBER AND PANEL 36" LONG CYLINDRICAL RUBBER AND PANEL 36" LONG CYLINDRICAL RUBBER AND PANEL RUBBER FENDER, TYP. DOLPHIN CAP, RUBBER FENDER, TYP. RUBBER FENDER, TYP. ''��'� ' 1"t PLATE LIFTING DO NOT DISNRB 1"t PLATE LIFTING 1"t PLATE LIFTING w EYE OATH 2"0 HOLE 0 EYE WITH 2"0 HOLE EYE WITH 2"0 HOLE EL. 16.4' EL. 16.4' O EL. 16.4' C ew � Vj Q z �I L CV Q MHHW p MHHW p MHHW p EL. 8.2 — EL. 8.2 n �✓ EL 8.2'=. o OHW 7 o OHW p 1 I OHW p J EL 5.0' = 5/8"tx9" LADDER n EL 5.0' a ® V EL. 5.0'- SIDE RAILS (PART N 5/8"tx9" LADDER OF PANEL) I r SIDE RAILS (PART MLLW MULW `O OF PANEL n HP12x63 WALERS C7 HP12x63 WALERS FL_ W p ) EL. 0.0,=MLL 0.0 EL. 0.0'= HP12x63 WALERS o (PART OF PANEL), TYP. (PART OF PANEL), TYP. 'E n (PART OF PANEL), TYP. 20"0x1/2"t PIPE cr 20"Ox1/2"t PIPE 20"0xl/2"t PIPE SLEEVE (PART `' SLEEVE (PART SLEEVE (PART OF PANEL) ,I OF PANEL) OF PANEL -8" 1-8" LIMBER 12x12 TIMBER 1202 UMBER 1202 S4S x 24' LONG S4S z 24' LONG 545 x 24' LONG RUB BOARD RUB BOARD RUB BOARD (2) 16"0x1/2`.t STEEL PIPE (2) i6°0x1/2"t STEEL PIPE PIN PILES, PER PANEL, TO REMAIN. PIN PILES, PER PANEL, TO REMAIN. PROTECT FROM DAMAGE WHILE FENDER PROTECT FROM DAMAGE WHILE FENDER o (2) 16"OA/2"t STEEL PIPE PANEL IS TEMPORARILY REMOVED PANEL IS TEMPORARILY REMOVED n PIN PILES, PER PANEL, TO REMAIN. FOR REPAIRS FOR REPAIRS LIFT PANEL OFF PIN PROTECT FROM DAMAGE WHILE FENDER UFT PANEL OFF PIN LIFT PANEL OFF PIN PILES FOR REPAIRS PANEL IS TEMPORARILY REMOVED PILES FOR REPAIRS 7> PILES FOR REPAIRS FOR REPAIRS APPROX. EL. -24' TO -26' x APPROX. EL. -23' TO -26' APPROX. EL. -22' TO -27 7 VARIES VARIES o (VARIES o � i u J H i m PROFILE PROFILE PROFILE g (FENDERS 1 AND 9) (FENDERS 4 AND 6) (FENDERS 2, 3, 5, 7 AND 8) 0 N ,3 NO, DATE BY REVISION PORT OF ANACORTES DRAWN: GRD PROJECT N0.1 64027.02 nsc raaac A,.a S.,SatmA CURTIS WHARF FENDER-RUB BOARD REPAIRS DeslcN: JDo SCALE: N/A o ® ® � ScieeL:,We:tuagroa 98134 PROJECTft MTR-51 CHECKED: J13K DATE: MAY 2018 R 201 EXISTING FENDERS PLAN AND PROFILE SHEET NO. my ENGINEERS,INC. www.pndaaWn"�s.�oa, a in LADDER RAIL, TYP. #10 REBAR TIMBER RUB LADDER LADDER RUNG, TYP. BOARDS, TYP. RAIL 12x12 TIMBER TOP WALER APPROX. i6-6" __ APPROX. 16'-6" 1"0 ECONOMY HEAD BUB BOARDS, BEERTYP. LIFTING BOLTS WITH 2 NUTS, TYP. R=3 TYP. TOP WALER 3/4"t SLEEVE 1"t UFTING EYE, TYP. PIPE CAP PLATE, EYE END PLATE, l l TYP. TYP. WALER - - - - - L ;{(�]j { UPPER MIDDLE LADDER UPPER MIDDLE LADDER ¢ 1 \ Cp h WALER -WALER ' I I END PLATE 3/4 t SLEEVE PIPE 1 EACH WALER, P'xe"xe" CAP PLATE, TYP. 11 ll . -, PLATE TYP. P 2� Q A I � II I I A - — - -- � - - - - - SLEEVE PIPE, �' PMOPE, TYP �J �C END LATE �� JOWER MIDDLE I. TYP. TYP. P li, �' LOWER MIDDLE ,,... . I PLAN TOP WALER SEE DETAILS WALER - Q w tO XS STEEL ^ III I . __ MOORING PIPE ®L';I — — — — — HOLE FOR 1"0 — _ _ _ _ (PART OF PANEL) �I iF,l i' 'ilI ii RUB BOARD BOLT, TYP. BOTTOM WALER BOTTOM S 16 WALER x ICI V I ACCEPT SLEEVE WALER COPED TO 516V \TYP. a a a PIPE, TYP. SLEEVE ( } SLEEVE PIPE PIPE, TYP. e/ ° - `✓ WALER I d o i o 0 SECTION A-A I MIDDLE WALERS PIN PILE, TO REMAIN, TYR ✓� LIFT PANEL n FOR REPAIRS PANEL (FRONT) PANEL (BACK) RUB BOARDS REMOVED RUB BOARDS REMOVED. FOR INFORMATION NOT SHOWN SEE PANEL(FRONT). LADDER RUNG o I WALER, COPED o WALER 3/6 TYP. S " 1 t 1 ELEVATION MOORING PIPE Y WALER 0 SLEEVE PIPETYP. SECTION B-B o BOTTOM WALERS a 03 m 7 N N O o () REMOVAL AND TIMBER RUB BOARD DEMOLITION � PLAN - REFERENCE SHEET 6 0 N H NO. DATE BY REVISION PORT OF ANACORTES DRAWN: GIRD PROJECT NO.:164027.02 n36aourthAva,°ess, a CURTIS WHARF FENDER-RUB BOARD REPAIRS DESIGN: JDO SCALE: N/A wasnmswn 98134 PROJECT#MTR-51 cxEONED; JBK DATE: MAY 2018 W P:206.624.1389 \o ENGTN ERRS,INC. w pndmgvccn°.com • EXISTING FENDERS(1,4,13 AND 9) SHEET N0. TOP WALER APPROX. 16'-8" TIMBER RUB 1"6 ECONOMY HEAD 12x12 TIMBER APPROX. 16'-B" BOARDS, TYP. BOLTS VAIN 2 NUTS, TYP. BUB BOARDS, TYP. R=3". TYP. TOP WATER 3/4"t SLEEVE I"t LIFTING END PLATE, PIPE CAP PLATE, EYE TYP. WALER li I. TYP' - - _ - - UPPER MIDDLE u a WALER UPPER MIDDLE WALER END PLATE 3/4"t SLEEVE PIPE 1'x8"x8" CAP PLATE, TYP. EACH WALER. I E PLATE TYP. �. -. o �. i' TYP. � _-:_ SLEEVE PIPE. - ..,� - - — — — — — MOORING - TYP. �' PIPE, TYP. LOWER MIDDLE �' WALER PLAN TOP WALER EN LA LOWER MIDDLE Cyy//���� TE "mot N, SEE PPfAILS WALER � V 10" STEEL M00�(,PG PIPE il i _ _ _ _ .C� HOLE FOR 1"0 -(PART Clf{'PANEL) I - RUB BOARD . Ili i� it I, /J, BOLT. TYP. BOTTOM WALER v BOTTOM Q o WALER o rci m WALER COPED TO V a $ ACCEPT SLEEVE ¢ — — — — — PIPE. TYP. SLEEVE SLEEVE PIPE PIPE, TYP. f"1 o o (l o �/ WALER �/ o i o I i SECTION C-C MIDDLE WALERS PIN PILE, 'E TO REMAIN, I TYP. LIFT PANEL _ re P E FOR REPAIRS /\�`„'� Ili �. PANEL (FRONT) PANEL (BACK) RUB BOARDS REMOVED RUB BOARDS REMOVED. FOR INFORMATION ,g NOT SHOWN SEE PANEL(FRONT). WALER, COPED 1 © WALER 3/8 TYP. N t o '70 IIELEVATION MooRINc PIPE LER o SLEEVE PIPE IYP, Q SECTION D-D � BOTTOM WALERS cn CID m 7 o O REMOVAL NCE AND TIMBER ROB BOARD DEMOLITION PLAN - REFERE SHEET 6 0 N0. DATE BY REVISION PORT OF ANACORTES DRAWN: GRIDPROJECT NO.:I64027.02 ® ® ® 1736F—ffiAv—S,SuteA CURTIS WHARF FENDER-RUB BOARD REPAIRS DESIGN: LIDO SCALE: N/A LL smn>e,Yvazt on 98134 PROJECT#MTR-51 OHEOKED:. JDK DATE: MAY 2018 w a:206rz4.I389 EXISTING FENDERS 2,3,5,7 AND 8 SHEET N0. m� ENGINEERS,INC. wvw.podev�ecvs.eom � � 5 ' a REPAIR MFTHODOLOGY- REMOVE WELDS TO 1. REMOVE CLAMP BOLTS AND CYLINDRICAL RUBBER FENDERS. REMOVE WELDS SEPARATE LADDER 2. IJFT FENDER PANEL OFF PIN PILES. DO NOT DISTURB PIN PILES. IN WADER FROM WALERS 3. PROVIDE SUPPORT AT TOP OF PIN PILES TO HOLD THEM IN PLACE AND AVOID DAMAGE TO PIN PILES. 4. REMOVE ALL TIMBER AND ASSOCIATED HARDWARE. DISPOSE OF TIMBERS AND BOLTS. CONDUCT WORK j NTH CARE AS TO PREVENT ANY MATERIAL OR DEBRIS FROM FALLING INTO WATER. DISPOSAL OF \ u o ! �� e a ! - f DEMOLISHED MATERIALS AT AN APPROVED, APPROPRIATE, REGULATED DISPOSAL FACILITY. �� �� ` ! AID �� /y���I q 5. REMOVE LADDERS (FROM FENDERS #1, 4, 6, AND 9). REMOVE WELDS BETWEEN LADDER SIDE RAILS V >fWl 2 , "[O�� AND EACH WALER TO DETACH LADDER AS ONE PIECE. 44 LADDER 6. CUT EACH PANEL IN HALF, DOWN CENTER OF EACH WALER (REMOVE EXISTING WELDS). 7. MECHANICALLY CLEAN ALL PIECES AS NECESSARY TO ALLOW DETAILED INSPECTION AND MAKE ALL _REMOVE WELDS NECESSARY REPAIRS TO STRUCTURAL STEEL. IN WADER CITY OF 8. TRANSPORT EACH FENDER PANEL HALF AND LADDER TO GALVANIZER FOR PREP AND HOT DIP B'-4"} SEPARATE TOP WALER FLANGE gtq^} _ SEPARATE ANA'O'®� E ' CORNER REPAIR, ALL GALVANIZING PANEL INID PANEL INTO , 9. TRANSPORT ALL FRESHLY GALVANIZED COMPONENTS BACK 1D SITE FOR REASSEMBLY AND WELDING OF _ HALVES FENDERS, TIP. HALVES _ FENDER PANELS AND LADDERS. PERFORM FIELD COATING REPAIR TO FIELD WELDS. REPAIR AND ° SEE MOORING RESTORE LADDER TO ORIGINAL CONDITIONS. rFENDERS 7 AND 8, TOP ' PIPE TYP • u 10.INSTALL NEW PLASTIC TIMBER RUB BOARDS AND NEW GALVANIZED HARDWARE, INCLUDING PLASTIC TIMBER SPACERS. 11.LIFT AND REINSTALL EACH REHABILITATED FENDER PANEL OVER EXISTING PIN PILES. 12.REINSTALL Ctt1NDRICAL RUBBER FENDER UNITS AND FENDER CLAMPS WITH NEW GALVANIZED ENT AND WARPED HARDWARE. RD HIT. STRAIGHTEN STEEL PANEL REASSEMBLY IF POSSIBLE. OTHERWISE 1. CJP ALL WATER END JOINTS. REPLACE IN KIND, PRIOR TO 2. USE 5/16" FILLET, BOTH SIDES FOR LADDER RAILS TO WALERS. GALVANIZING FRAME 3. PERFORM COATING REPAIRS TO ALL NEW WELDS AND ANY COATING DAMAGE AFTER GALVANIZING. ROLLED PLATE SLEEVE REINFORCEMENT PIPE4EX HP12 WADER _-- — WADER, 11P. LADDER I `o ro c I r I G o IGRIND CUTOFFSMOOTH, 5/I6 /8"tx6" I I TYR 5/16 END PLATE, o STRAIGHTEN PLAN PLAN q " M M N I O O 'III O b F 1- WADER REPAIR AREA 6" 5/8"t ROLLED n ---_-- - III . . V n .E (SEE NOTE) ^a PLATE CORNER � ../ .. ...III - e o o � � " — — — — — REINFORCEMENT 2^4^ III ALL FENDERS, ALL 1" END PLATES TO BE MODIFIED PER DETAIL. REPAIR DAMAGED N BEVEL BOTH r-T-, PLATES IN ADDITION v. EDGES OF PLATE , 4 1 II TO MODIFICATION, TYP. TO EASE LINE CATCHES NEW HOLE FOR 3 4^ BOLT TYP. I SLEEVE / STRAIGHTEN J I PIPE END PLATE o TO RESTORE SLEEVE N ORIGINAL SHAPE PIPE, TYP. ELEVATION ELEVATION CORNER REPAIR DETAIL END PLATE DETAIL I 0 CORNER REPAIR NOTES: J ¢` REPAIR DAMAGE BY HEATING AND/OR Q MECHANICAL STRAIGHTENING, UNLESS DAMAGE IS TOO SEVERE FOR REPAIR F METHOD. NECESSARY CUT AND REMOVE III L ' In DAMAGE TO LIMITS SHOWN, PREP AREA AND CJP WELD NEW 1/2"t PLATE PIECE N TO REPLACE REMOVED FLANGE PORTION. PANEL PANEL o 2, 3, 5, 7 AND 8 1, 4, 6 AND 9 NO. DATE BY REV151ON PORT OF ANACORTES DRAWN: GRIDPROJECT NO.164027.02 193r Fov hA ..,,n. S.,SIi A CURTIS WHARF FENDER-RUB BOARD REPAIRS DESIGN: JDO SCALE; N/A S © ® © sea,a WasAmgeoo 98134 PROJECT#MTR-51 CHECKED: JBK DATE: MAY 2018 r:zoavz4J38T REPAIR PROCEDURE AND DETAILS SHEET NO. mli ENGINEERS,INC. amvw.pndengineus.com ' 6 11�a (- ' fen I- SPACER BLOCK, TYP. 1000 PLASTIC RUB SPACER BLOCK, SEE DETAIL 1"0 ECONOMY HEAD BOLT, GALV. BOARD FlT TO EXISTING TYP. SEE DETAIL 1"0 ECONOMY HEAD BOLT, GALV. COUNTERSINK 2", TYR. EACH BOLT HOLES IN WALERS COUNTERSINK AR TAN EACH FIT T PLASTIC RUB HOARD p , qy 2 1 �. 018 1" CHAMFER 1" CHAMFER INTOPRO14 RUB BOARD AND WALER. FIT TO EXISTING BOLT HOLES LJ� OUTSIDE EDGES '10O I RUB BOARD AND WALER. OE REHABILITATED OUTSIDE EDGES AND 2 1/2° EXTRA THREAD F WALERS OF REHABILITATED PROVIDE 1/2" EXTRA THREAD FENDER PANEL AND 2 NUTS, TYP. FENDER.PANEL ADD BOLT HOLE FOR AND 2 NUTS, TYP. A00 BOLT HOLE FOR CONNECTION S FUTURE END PLATE CONNECTION S FUTURE -END PLATE S C.P. SYSTEM, TOP REINFORCED C.P. SYSTEM, TOP REINFORCED CITY OF ANACOP,TE.� WALER ONLY CORNER, TYP. WALER ONLY CORNER, TYP. � .I � FASTEN EACH SPACER BLOCK TO ECONOMY HEAD ADJACENT RUB BOARD AS SHOWN. BOLT, TYP. GAP BETWEEN SPACER AND WALER, BEHIND REHABIUTATEO REHABILITATED NEIGHBORING RUB BOARD SHALL FENDER PANEL 1" CHAMFER FENDER PANEL NOT EXCEED 1/8". CONTRACTOR TO SPACER BLOCK ALONG LADDER, TYP. REHABIUTATED VERIFY WITH BOLT HOLE SPACING, LADER ACTUAL 1Ox1D RUB BOARD CHAMFER, DIMENSIONS AND ACCOUNT FOR - - - - - - TYP, PLAN FENDERS PLAN FENDERS ANTICIPATED THERMAL EXPANSION 2, 3, 5, 7 AND 8 1, 4, 6 AND 9 CHAMFER CHAMFER OUTER REHABILITATED_ CHAMFER CHAMFER OUTER TOP FRONT TOP EDGE, TYP. LADDER TOP FRONT - TOP EDGE, TYP. EDGE, TYP. REINFORCED EDGE, TYP. REINFORCED CORNER, TYP. CORNER, TYP. 6 6 _w _CT _0 _01 � _0 CHAMFER OUTER 6 ® ¢} 0 a T) - -6 0- CHAMFER OUTER LONGITUDINAL LONGITUDINAL EDGE, TYP. --_ _ - - _. _ __ EDGE, TYP. ELEVATION ECON. HEAD BOLT ECON. HEAD BOLT IN 4"0x2" DEEP IN 4"0x2" DEEP COUNTERSINK, MATCH COUNTERSINK, MATCH BOLT PATTERN IN BOLT PATTERN IN EXISTING FENDER EXISTING FENDER PANEL WALERS, TYP. PANEL WALERS, TYR, fi 6 6 Ty -0- O '0 -O -0 o -cy _0 _0 Cr o - - - - - -- - - - - - - - - - - I"0 ECONOMY 0 1000 FIBER-ROD T0x10 FIBER-ROD HEAD BOLT REINFORCED PLASTIC N ��i REINFORCED PLASTIC " o 1 2 0x5 LONG GALV. r RUB BOARDS, 24'-0" RUB BOARDS; 24'-0" / LAC BOLT I PRE DRILLED n LONG TYP. LONG, TYP. A N L HOLE. PROVIDE 1 1 2"0x1 2" / / DEEP CONIERSINK IN SPACER, TYP. a E E U Q n 8x8 PLASTIC SPACER 5" BLOCK, CUT TO SPACER BLOCKS SPACER BLOCKS THICKNESS AS RE 'D BETWEEN EACH RUB BOARD, EACH RUB O BOARD LOCATED AT BOARDLLOCATED T A EACHWALER AS EACH WALER AS - SHOWN. SEE DETAILS SHOWN. SEE DETAILS III i� -or w a Lj © o REHABILITATED REHABIUTATEO FENDER PANEL FENDER PANEL SECTION 0 r RUB BOARD ASSEMBLY DETAILS a m o o ELEVATION FENDERS ELEVATION FENDERS s 2, 3, 5, 7 AND 8 1, 4, 6 AND 9 N NO.. DATE BY REVISION PORT OF ANACORTES DRAWN: GRID PROJECT NO.184027.02 n36 ra�.,naaeave a,su;�n CURTIS WHARF FENDER-RUB BOARD REPAIRS DESIGN: Joo SCALE: N/A o © s�mts 241387 as 98134 PROJECT#NTFR-51 CHECKED: JBK DATE: MAY 2018 P:206.524.1387 SHEET NO. mo ENGINEERS,INC. x�uw.P,w.aea«.�°m RUB BOARD DETAILS 7a