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Home My WebLink AboutPermit File 4603 Anaco Beach Road (2) m ' I 3 8 D �6,; A (3 —C C% '�- p ^`� q I _- L -�2 • — 1._ 1JUL �, .,H I i —_ it �01� 1- i I. Y CITYO 7 r — I rlM` ccnt" r j ly r fir' Ir II II ! �1 I --_. --_ .,ice -_ _ __ -_ __ _ - _ _ --.__ __- - III , --- � .. _ .__. :::::. __ _-.- ___-_ -.'- ___- -__.. , ._._.__ -.__- ._ __. - - 4 -a'— _ '1 1 l C -. F ) — I I J * -- F - ( -- j 7 - - - J - -F LO ti . _ ____I t m /G � _ ✓ - � /✓am - L• N . I / N . 3• SIT - - . _.�.u. .. ! ...-. __ - _ - -_._-_ -__ __ -.__ -_-._-___ --_ _-._ ` --_ _.... __.._ _-.__--_ .___. :i II i -. .._.__._______ _ -_._ --_ -.:- _ - --_ . . - I ,I1 I ; , I r i3 13' _ _ + III i \� j l }li'. _ P� GLcUi/iS 5/iJi/t/G �Ir — I j - o o + 11I I I 1 I . I I ' i TI J ... I I / , -'I ' I ii I II ii -- _ i I '- _. I 7 I t i-__ _.___-_ I' I :—, II ! 11 t __. I'i ', t /= hill jlj _ _ . _ _.. :tom==. _ I i • I i m 's • N — jr — n1 — — .I • - Fi1-� r7 n k I e-r$ a-re_ A_ clerre d S44 friScil S0 .., ! 1-� E � = VAT10 \ BAST ELEVATION //4"" ` 1, C^i,, NOTES ENERGY _. GENERAL J R AW I N G INDEX AIR LEAKAGE: EXTERIOR JOINTS AROUND WINDOWS A.4D 000R FRAMES, OPENINGS BETWEEN WALLS AND FOUNDATiONNS, BEENEEN EACH SUBCONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING THE INTERNS AND ATIONAL RESIDENTIAL WORKMANSHIP zOaLCCOO THEFORM OSKA THE COUNITY WALLS AND ROOF AND WALL PANELS, OPENINGS AT PENETRATIONS OF WORKMANSHIP OF THOSE SUBCONTRACTORS PIRECEDING. ANY BUILDING CODE. AND THE REQUIRCODEMENTS EDITION,OE DRAWINGS ANO UTIUTY SPACE THROUGH WALLS FLOORS, AND ROOFS, , AND ALL O tEPANCIES SHALL BE REPORTED TO THE OffiER IMMEDIATELY. SPECIFICATIONS WITHIN. THE DRAWINGS INDICATE GENERAL AND COVER >HEET DRAWING INDEX, GENERAL NOTES OTHER OPENINGS IN THE BUILDING ENVELOPE AND ALL OTHER i oku ., TO D8 SO SHALL DE CONSTRUED AS ACCEPTANCE OF THATd N � ''--`` /_ , OPENINGS BETWEEN BUILDING DWELLING UNITS SHALL SE SEALED. MAK. TYPICAL DETAILS OF CONSTRUCTION. , WHERE CONDITIONS ARE NOT W' I V/ `7�.1 be_ Cc`-.w i"G CAU uam, CASKETS). OR WEATHER-STRIPPED TO UNIT AIR LEAKAGE. SPECIFICALLY INDICATED, BUT ARE OF A SIMILAR CHARACTER TO OTHER JOINTS AND SEAMS SHALL BE SIMILARLY TREATED OR TAPED DO NOT SCALE, SCAN, OR DIGITIZE DRAWINGS. USE PRINTED DETAILS SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, iD e r - 20 /r S 2 C OR COVERED WITH MOISTURE VAPOR PERMEABLE HOUSEWRAP. ALL EIMENSIONS. WHERE cONFucTS EXIST, NOTIFY THE ARCHITECT SUBJECT TO APPROVAL BY THE ARCHITECT AND STRUCTURAL ENGINEER ARCHITECTURAL FACEFACE EXTERIOR DOORS OR DOORS SERVING AS ACCESS TO AN ENCLOSED, IMMEDIATELY. ALL DIMENSIONS ARE TO FA OF STUD, OF tIF ARUC P ABLE). THE SHALL PROVIDE TEMPORARY 7-'/ .Sr U PG UNHEATED AREA SHALL BE WEATHER-STRIPPED TO LIMIT AIR LEAKAGE CCUtiCtETE, AND CENTERLINE OF COLUMN, EXCEPT AS NOTED. BRAOING FOR THE STRUCTURAL COMPONENTS UNTIL ALL FINAL AROUNDTHEIR PERIMETER WHEN IN A CLOSED POSITiO�N. WHEN CONNECTIONS HAVE BEEN COMPLETED. ALL STRUCTURAL SYSTEMS 2 0 I Sr w S G INSTALLED IN THE BUILDING ENVELOPE, RECESSED LIGHTING FIXTURES VERIFYON BE AU. ROUGH-IN DIMENSIONS FOR EQUIPMENT PROVIDED IN THE WHICH ARE COMPOSED OF COMP3NTS TO FIELD-ERECTED SHALL. 1 . SITE PLAN, LANDSCAPE PLAN, IMPERVIOUS SURFACES, TOTSHALL BE TYPE IC RATED, MANUFACTURED WITH NO PENETRATIONS DRAWINGS AND BY OTHERS. PROVIDE AU. BLOCK-OUTS, BLOCKING. BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, BETWEEN THE INSIDE OF THE RECESSED FIXTURE AND CEILING CAVITY, PECKING, AND JACKS AS REQUIRED. HANDLING, STORAGE, AND ERECTION. ERECTION SHALL BE IN COVERAGE, & PRE-EXISTING CONDITIONS Pi ,ANS AND SEALED OR CASKETED TO PREVENT AIR LEAKAGE INTO THE ACCORDANCE WITH THE INSTRUCTIONS PREPARED BY THE SUPPLIER. UNCONDITIONED SPACE. VERIFY LOCATIONS OF ALL EXISTING UTIUTiES; CAP, MARK, AND VERIFY ALL EXISTING DIMENSIONS AND ELEVATIONS, ARCHITECTURAL. 2. LOWER FLOOR PLAN 1/4" = 1 '-0" PROTECT AS IS NECESSARY FOR COMPLETION OF WORK. MECHANICAL AND ELECTRICAL OPENINGS BEFORE PROCEEDING WITH DUCTS: HIGH-PRESSURE AND MEDIUM PRESSURE DUCTS SHALL BE THE WORK. VERIFY AU. EXISTING UTIUTIES BEFORE PROCEEDING WITH 3. UPPER FLOOR PLAN 1/4"=1 '-0"; FOUNDATION PT,AN, UPPER LEAK TESTED IN ACCORDANCE WITH THE IOU EDITION OF THE FIRE EXTINGUISHERS: INSTALL FIRE EXTINGUISHERS IN TYPE AND THE WORK. I. SIACNA HVAC AIR DUCK LEAKAGE TEST MANUAL WITH THE RATE OF LOCATION AS DIRECTED BY SKAGIT COUNTY, FLOOR FRAMING PLAN, ROOF FRAMING PLAN 1/8"=1 '-0" k THE AIR LEAKAGE NOT TO EXCEED THE MAXIMUM RATE SPECIFIED IN JOB SITE SAFETY; CONTRACTOR SHALL BE RESPONSIBLE FOR AU. THE MANUAL AU. LOW-PRESSURE SUPPLY AND RETURN DUCT EQUIPMENT: COORDINATE INSTALLATION WITH MECHANICAL AND SAFETY PRECAUTIONS AND THE METHODS, TECHNIQUES AND ,r;s ICI e4-1 at a 4. BUILDING SECTIONS 1/4"=1 '-0" r CITY OF ANACORTES y TRANSVERSE JOINTS, AND ENCLOSED STUD BAYS OR JOIST CAVITIES ELECTRICAL CONTRACTORS. VERIFY RD. SIZES; POWER AND WATER SEQUENCES FOR PROCEDURES REQUIRED TO PERFORM THE WORK. FOE S,� OR SPACE USED TO TRANSPORT AIR SHALL BE SECURELY FASTENED REQUIREMENTS. THE UNDERTAKING Of PERIODIC SITE VISITS BY THE ARCHITECT SHALL / 5. EXTERIOR ERIOR ELEVATIONS 1/4"=1 '-0" PLANNING & BUILDING DEPT: AND SEALED WITH WELDS, GASKETS, MASTICS (ADHESIVES), OR - NOT MAKE HiM RESPONSIBLE FOR PROVIDING A SAFE PLACE FOR THE % el e- - e fry c ASWI.t +4-cv1 „_ „ MASTIC-PLUS—EMBEDDED—FABRIC SYSTEMS INSTALLED IN ACCORDANCE a; PERFORMANCE OF WORK BY THE CONTRACTOR OR THE CONTRACTOR'S 6. DETAILED WALL SECTIONS 1 —1 -O PPR VED PLANS WiTH THE MANUFACTURER'S INSTALLATION INSTRUCTIONS. EMPLOYEES OR EMPLOYEES OF SUPPLER. OR SUBCONTRACTORS, OR 7. DETAILED WAI ,1 , SECTIONS 1"=1 '-0„ PERMIT 4: gLU - '<0/? — C�2S"3 FOR ACCESS, VISITS, USE, WORK, TRAVEL OR OCCUPANCY BY ANY ADDRESS: `�6D3 IMc�co lea P-GQd ` ATER HEATERS ARE TO COMPLY WITH U.P.C. 2015, SECTION PERSON. STRUCTURAL APPROVED BY: _E�� 5-0SUBJECT TO FIELD INSPECTION. APPROVED PLANS PLUMBING SHALL NOT BE ALTERED Wi i-HOUT AUTHORIZATION PWMBNNG SYSTEM: BUILDING ENVELOPE REQUIREMENTS: CONFORM TO ALL APPUCAOIX FLOOR INSULATION: FLOOR INSULATION SHALL BE INSTALLED IN A S 1 . FOUiNDATION, FRAMING & LOWER FLOOR LATERAL BRACING THE SYSTEM SHALL BE BIDDER DESIGN AND SHALT. COMPLY WiTH THE RECO:REMENTS OF THE 2015 WAS/ENGE N STATE RESIDENTIAL PERMANENT MANNER IN SUBSTANTIAL CONTACT WITH THE SURFACE PROVISIONS OF THE APPLICABLE INTERNATIONAL CODES, AND ALL ENERGY/VIAQ CODE; OPTION AL BEING INSULATED. INSULATION SUPPORTS SHALL BE INSTALLED SO PLAN APPLICABLE FEDERAL, STATE. AND LOCAL ORDINANCES. SPACING IS NO MORE THAN 24" 0.C. FOUNDATION VENTS SHALL BE ALL PIPING SHALT. BE THHERMALLY INSULATED IN ACCORDANCE WITH THE INSULATION: ALL INSULATING MATERIALS SHALL COMPLY WITH PLACED SO THAT THE TOP OF THE VENT IS BELOW THE LOWER S2 . UPPER FLOOR LATERAL BRACING PLAN, DETAIL SHEETS, ALL P C. TAM H LL5. BE COLD WATER PIPES OUTSIDE THE CONDITIONED SEC,.ON 2603 a/OR 719 OF THE I.B.C. SUBSTANTIAL CONTACT OF SURFACE OF THE FLOOR INSULATION. SK6 - SK 11 SPACE SHALL BE iNSUlATE0 IN ACCORDANCE WiTH THE WASHIDI TON THE INSULATION WITH THE SURFACE BEING INSULATED IS REQUIRED. STATE PLUMBING CODE (CHAPTER S1-48-RAC). ALL FACTU ER' MATERIALS UCT SHALL BE INSTALLED ACCORDING TO THE FOLIND ON WJ SHALL—EEXXTENDADE �DOVNwARD1NSTALLED THE'TOP OF S3 . DETAIL SHEETS . SK12 - SK18 MANUFACTURERS INSTRUCTIONS TO ACHIEVE PROPER DENSRTIES, AND THE MAINTAIN UNIFORM R-VALUES AND SHALL BE INSTALLED IN A MANNER THE SLAB FOR A MINIMUM DISTANCE OF 24" OR DOWNWARD AND S4• DETAILS SHEETS SK19 - SK2l , STANDARD STRUCTURAI , MECHANICAL WHEN WILL PERMIT INSPECTION OF THE MANUFACTURER'S R-VALUE HORIZONTALLY FOR A COMBINED DISTANCE OF 24". IDENTIFICATION MARK. TO THE MAXIMUM EXTENT POSSIBLE, SPECIFICATIONS , SHEETS B-E INSULATION SHALL EXTEND' OVER THE FULL COMPONENT AREA TO THE RADIANT SLABS: THE ENTIRE AREA OF A RADIANT SLAB SHALL BE MECHANICAL SYSTEM: INTENDED R-VALUE. THERMALLY ISOLATED FROM THE SOIL WITH A MINIMUM OF R-20 S5 . STANDARD STRUCTURAL SPECIFICATIONS, SHEETS F-H THE SYSTEM SHALL BE BIDDER DESIGN AND SHALL COMPLY WITH THE INSULATION. THE INSULATION SHALL BE AN APPROVED PRODUCT FOR PROVISIONS OF THE APPLICABLE INTERNATIONAL CODES. AND ALL E./so AT1ON MATERIALS: ALL INSULATION MATERIALS INCLUDING in INTENDED USE. APPLCABLE FEDERAL, STATE. AND LOCAL ORDINANCES. FACINGS SUCH AS VAPOR BARRIERS OR BREATHER PAPERS INSTALLED WITHIN FLOOR/CEILING ASSEMBLIES. ROOM CEILING ASSEMBLIES, AND BELOW-GRADE WALLS: INSULATIONUSED ON THE EXTERIOR (COLD) MECHANICAL DRAWINGS WILL BE PROVIDED AS A SHOP DRAWING MECHANICAL WALLS HAVE A FLAME SPREAD RATING OF LESS THAN TWENTY-FIVE SIDE OF THE WALL SHALL EXTEND FROM THE TOP TOP THE AND A SMOKE DENSITY NOT TO EXCEED FOUR HUNDRED FIFTY WHEN BELOW-GRADE WALL TO THE TOP OF THE FOOTING AND SHALL BE TESTED iN ACCORDANCE WiTH ASV E84.01, EXCEEPT AS ALLOWED BY APPROVED FOR BELOW-GRADE USE. ABOVE-GRADE INSULATION ELECTRICAL il UGHTiNG THE 201 W,S.LC. SMALL BE PROTECTED. CLEARANCES: INSULATION SHALL BE INSTALLED WITH CLEARANCES MOISTURE CONTROL: VAPOR RETARDERS SHALL BE INSTALLED ON !I THE ELECTRICAL SYSTEM SHALL BE BIDDER DESIGN AND SHALL COMPLY WITH THE BE IC INNSTAALLED SO THAT REQUIREDVEERS NTILATION SUNOBSTRUCTED.NSUIATION FLOORS SEPALL THE WARM ARATING VENTER) SIDEONED OF "INSULATION E INSTALLED. SPACE a HOUSE for S T E V E NELSON & TA RA L�O W D PROVISIONS OF THE APPLICABLE INTERNATIONAL CODES, AND ALL SHALL HAVE A VAPOR RETARDER WHiCH! SHALL HAVE A ONE PERM 1 APPUCA3LE FEDERAL STATE. AND LOCAL ORDINANCES. WALL INSULATION: ALL WALL INSULATION SHALL FILL THE ENTIRE DRY CUP RATING OR LESS. ROOF/COUNG ASSEMBLIES WHERE THE 4603 Anaco Beach Road Anacortes, WA. 98221 CAVITY, EXTERIOR WALL CAVITIES ISOLATED DURING FRAMING SHALL VENTILATION SPACE IS LESS THAN AN AVERAGE OF 12" SHALL BE HTiNG: BE FULLY INSULATED TO THE LEVEL OF THE SURROUNDING WALLS. PROVIDED MATH A VAPOR RETARDER, FACED BATT INSULATION. WHERE UG LIGHTING SMALL. COMPLY WITH THE REQUIREMENTS OF THE WASHINGTON ALL FACED INSULATION SHALL BE INSTALLED SO THAT REQUIRED USED AS A VAPOR RETARDER. SHALL BE FACE-.TOPPLED. DO NOT y, ss, = ,,4g STATE ENERGY CODE 2015 EDITION. VENTILATIONS IS UNOBSTRUCTED. I-: ,,, INSTALL A VAPOR RETARDER UNDER WATER-RESISTANT GYPSUM BOARD, AT WATER-RESISTANT GYPSUM BOARD, USE A LOW-PERM STIJI)i))l�l)IS()\T DAVID HALL ARCHITECT AIA g �y TI PAINT APPLIED OVER THE WALL. / AeS,t .I PO BOX 255, EDISON, WA. 98232 dhall@studioedison.com z. , s , _ (i , ://,41A/{[,:: /nisi 4/61_,./g. 4:::(1,::cgi1167_,:c.rf"14, ;411)(7:icineal 7,S 25:c__TA1,0;12 9 05_1,:), ti • ..„ . I A.111 ., /V39 4.26/01#E s7.- /3,2:5 , _ 2.2.17' _ "ikitn • Ei...ix 5o ' 1 J.! 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Ex/sr& Gw':vr4 __ Qxi:sr� ��ti - r< [ • i- - - ,� / ,�� i f z . \G t ,), 5� - - - - - - -J - _ _____) SECTION C-C SECT I0 �1 A SECT ION 1-3--1' C �`: F _ _ _ C_ TABLE 406.2 ENERGY CREDITS _--_ OPTION DESCRIPTION CREDIT(S) OPTION DESCRIPTION CREDIT(S) f OPTION --',,,,- - DESCRIPTION --''''-1 "`+� CREDIT(S)0•' la EFFICIENT BUILDING ENVELOPE la: 0.5 2a AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2a: 0.5 \ 4 HIGH EFFICIENCY HVAC DISTRIBUTION SYSTEM: 1.0 - N� I Prescriptive compliance is based on Table R402.1.1 with the following modifications: Compliance based on R402.4.1.2: Reduce the tested air leakage to 3.0 air changes per All heating and cooling system components installed inside the conditioned space.This ' j Vertical fenestration U =0.28 hour maximum includes all equipment and distribution system components such as forced air ducts, --�,- I f Floor R-38 and hydronic piping,hydronic floor heating loop,convectors and radiators.All combustion I- I i/%{??f l- I Slab on grade R-10 perimeter and under entire slab equipment shall be direct vent or sealed combustion. _ - ''`•='.I -I Pc, i All whole house ventilation requirements as determined by Section M 1507.3 of the , + �-t :,rt/�,�, Below grade slab R-10perimeter and under entire slab \ - InrernationaJ Residential Code shall be met with a high efficiency fan(maximum 0.35 For forced air ducts:A maximum of]0 linear feet of return ducts and 5 linear feet of - I. �''.iJ 1 t r - or watts/cfm),not interlocked with the furnace fan.Ventilation systems using a furnace \ supply ducts may be located outside the conditioned space.All metallic ducts located l c ----_ ;,-) ,'�t I II Compliance based on Section R402.1.4: Reduce the Total UA b 5%. including an ECM motor are allowed,provided that they are controlled to operate at low \ outside the conditioned space must have both transverse and longitudinal joints sealed -"`: i I i - lb EFFICIENT BUILDING ENVELOPE lb: 1.0 speed in ventilation only mode. \ with mastic.If flex ducts are used,they cannot contain splices.Flex duct connections _ 1 p. f { Prescriptive compliance is based on Table R402.1.1 with the following modifications: --,T :quality-to claim this credit,the building a 't draw' all specify the option ;- must be made with nylon straps and installed using a plastic strapping tensioning tool. °; - I GI yy 1 Vertical fenestration U =0.25 b�m seiected'a'iid shag i fire maitiafum tes uildingal e age and s 1 ; Ducts located outside the conditioned space must be insulated to a minimum of R-8. e --- -- Wall R-21 plus R-4 show the qualifying ventilations stem. Locatingsystem components in conditioned crawls aces is not permitted under this • ' r_� I I (� tr � Floor R-38 c 2b AIR LEAKAGE CONTROL AND EFFICIENT VENTILATION 2b: 1.0 � option. j I - I I Basement wall R-21 int plus R-5 ci Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 2.0 air \ Electric resistance heat and ductless heat pumps are not permitted under this option. I" I I I �� I � I I Slab on grade R-10 perimeter and under entire slab changes per hour maximum \I 17 Direct combustion heating equipment with AFUE less than 80%is not permitted under Below grade slab R-10 perimeter and under entire slab \ and this option. y: O PE or All whole house ventilation requirements as determined by Section M1507.3 of the J C To qualify to claim this credit,the building permit drawings shall specify the option ! I I ` N/ Compliance based on Section R402.1.4: Reduce the Total UA by 15%. International Residential Code shall be met with a heat recoveryventilation system y being selected and shall specify the heating equipment type and shall show the loc i I I.i 1 c EFFICIENT BUILDING ENVELOPE lc: 2.0 with minimum sensible heat recovery efficiency of 0.70. f the heating and coOlin equipment and all the ductwork. - n e cs K HAL.L.w�M,' Prescriptive compliance is based on Table R402.1.1 with the following modifications: To qualifyto claim this credit,the buildingE. ' I I I Vertical fenestration U =0.22 permit drawings shall specify the option ^ / -�J FF[C•,IFNT WAT H G Sa: 0.5 I I ; 1 I I I }- _l being selected and shall specify the maximum tested building air leakage shall / '�" All showerhead and kitchen sink faucets installed." ouse shall be rated at 1.75 Ceiling and single-rafter or joist-vaulted R-49 advanced \ sho a heat recgye ventil ' n s stem ��/// ° i - I '�J �+s�Ak�G rY Y GPM or less.Al]other lavatory faucets shall be rated at 1.0 GPM or less. I i ;I Wood frame wall R-21 int plus R-12 ci 2c AIR LE CO AND IENT TILATION 2c: 1.5 To qualify to claim this credit,the building permit drawings shall specify the option - - -- -- - Floor R-38 Compliance based on Section R402.4.1.2: Reduce the tested air leakage to 1,5 air -; - - Basement wall R-21 int plus R-12 ci being selected and shall specify the maximum flow rates for all showerheads,kitchen __ -_�it __ .:__.-. __i, Ili I 5 7-73//K ��` changes per hour maximum sink faucets,and other lavatoryfaucets. - - I ^_ I _ _ _ ' Slab on grade R-10 perimeter and under entire slab and 56 EFFICIENT WATER HEATING Sb: 1.0 - - - -- r -- - I ,Below grade slab R-10 perimeter and under entire slab ---WSW. - - !I - � r _ All whole house ventilation requirements as determined by Section M1507.3 of the Water heating system shall include one of the following: j� .-L,. 4, ♦ 7 r, I '� /•`� _____- _ OF International Residential Code shall be met with a heat recoveryventilation system Gas,propane or oil water heater with a minimum EF of 0.74 i - - I ! Compliance based on Section R402.1.4: Reduce the Total UA by 30%. Y P P 1 - - I CPSIL lS LR1�Ilt �(Z(71?t77 0 A 't f ) 1 I •.� I with minimum sensible heat recovery efficiency of 0.85. or " --------- - Id' EFFICIENT BUILDING ENVELOPE Id: 0-5 1 �%'� ( ( i I To qualify to claim this credit,the building permit drawings shall specify the option `- - Prescriptive compliance is based on Table R402.1.1 with the following modifications: q g P g P Y P Water heater heated by ground source heat pump meeting the requirements of Option / -- I L -� -- - Vertical fenestration U=0.24 being selected and shall specify the maximum tested building air leakage and shall 3c• �i : _ __ show the heat recovery ventilation system. or I` I i ` i -.. 3ab HIGH EFFICIENCY HVAC EQUIPMENT 3a: 1.0 r t I /X8_GCDf]!Z For R-2 occupancy,a central heat pumpwater heater with an EFgreater than 2.0 that ! L.� Gas,propane or oil-fired furnace with minimum AFUE of 94%,or P Y' i q i ° would supply DHW to all the units through a central water loop insulated with R-8 i i__ o I I- Gas,propane or oiled-fired boiler with minimum AFUE of 92% . . I -' -- RE-34 minimum pipe insulation. 1 P//y/ I , I- • . r ( 2015 Washington State Energy Code _ -TO-qualify to claim this credit,the building permit drawings shall specify the option I ' j i - - - ' - S/P//Vth " - To qualify to claim this credit,the building permit drawings shall specify the option { i ,i 1 I• i ,_�- �,.,,f being sefecfed anfshall specify- eati ent e an I . I 1 - - •' • r I -- I equipment efficiency. Y ipent efficiency.c y. hall mtclude one of thetfollowinment a and the minimum { I 1 I r I I• 8 P •fY 9 iP h'P y equipment TE 11 • I I t - 3b HIGH EFFICIENCY HVAC EQUIPMENT 36: 1.0 f _ •r Air-source heat pumpwith minimum HSPF of 9.0 Sc Water EFFICIENT WATER HEATING Sc: 1.5 I + I .--rc To qualifyto claim this credit,the buildingpermit drawings shall specify the option .I '_, ' .1 I - _ .. .,.._.�_..r.e.,_., .,_.._.______,.._ .-_-._____ _ __.._ _-_ .. ..__..,,_ , w., ...-„----: , beingselected and shall specify the heatin a and the minimum P Gas,propaneor oil water heater with a minimum EF of 0.91 i l • I I _ _ _ _ _ _ - , P fy g equipmenttyp or _ _ _ _ �_ �.d� equipment efficiency. Solar water heating supplementing a minimum standard water heater.Solar water ', -- 't _ ' �- _ I _ _ _ _ - _ __ 3e I--F G.H_EFF56dENCY A•G�O ENT 3c: 1.5 heatingwill provide a rated minimum savings of 85 therms or 2000 kWh based on the " • ' ' • - • ) WASHINGTON STATE ENERGY EFFICIENCY RECOMMENDATIONS Closed-ioo owa'sourceheat pump; aminimumCOPof3.3 g } s , uJxxxxxxxxuxx[T�x 3 zu7►�i �7Xnci �>-ems--usa+ .+^�sezS'n P gr P P Solar Rating and Certification Corporation(SR ual Performance of 0G-300 ' � ° -� -� -� �_ •�,{yo r a\ a /.Soler W r,l a \T..,,1� ______`�\ , I y ` C�:' v, b' 9• ^ �/L L "-"'_` ''- : or Certed ato tingSy effis`"� •...,�..- 't-'t/ } T- .-.. _"" y, Open loop water source heat pump with a maximum pumping hydraulic head of 150 rJ! OF ¢ _.-_____.-...___ �.�-___;.2 •, Q - _ _ fi_ For the Ventilation, IF you use an AAHX Would qualify for 2b or 2c (1.0 - feet and minimum COP of 3.6 Electric heat pump water heater with a minimum EF of 2.0 and meeting the standards of - - l� /��/// - - NEEA's Northern Climate Specifications for Heat PumpWater / 1.5) To qualify to claim this credit,the building permit drawings shall specify the option 1 � p Heaters. � � -� '"- - �"X/S/ G� GRFYTJe � -a- - - - J being selected and shall specify the heating equipment type and the minimum \ To qualify to claim this credit,the building permit drawings shall specify the option equipment efficiency. being selected and shall specify the water heater equipment type and the minimum For High eff HVAC equipment 3b (1.0 should be more!) b S E C T I . r 1 - 3d HIGH EFFICIENCY HVAC EQUIPMENT 3d: 1.0 � equipment efficiency and,for solar water heating systems,the calculation of the ^ _ Ductless Split System Heat Pumps,Zonal Control:In homes where the primaryspace minimum energysavings. J P Y P P K /\ i s _ �4 it }1 a I, HE HVAC distribution 4* (should qualify, as there are NO leaks!) (1.0) heating system is zonal electric heating,a ductless heat pump system shall be installed I and provide heating to the largest zone of the housing unit. Efficient water heating (if use the Daikin Altherma) To qualify to claim this credit,the building permit drawings shall specify the option I ///��J f` } - / / _ ,; being selected and shall specify the heating equipment type and the minimum I t S, q ,gyp q f CJ �-ri(, (/jTiY' 5b or 5c ' ` W 7 equipment efficiency. * these will not be listed specifically for your equipment, but your equipment will outperform what is listed! 0 ' I EQUIPMENT: A) DAIKIN OUTDOOR UNIT Model# ERLQ024BAVJU, 23,340 BTU, heat capacity 208/230V 1®.Manufacturer's warranty is 7years on the compressor and 5 years on parts. - B) DAIKIN HYDROBOX Model# EKHBH030BA3VJU. 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"...-« ,� _._. ,-"._ _. __. e e Y „'-�..�. V i ( s � � 14 a G i STAR S = CTIf' m � � \ ORTN WALL S � CTID (�L � GA (� AGE o ®� I(1 �V,oR. � � , o 0 @ 0 �-" 5 >;i -- . T . . . _ cJ� 1 sK_ ( { Upper Floor and Lower Roof Level Beams,Columns, Posts(mina size) 7. 72 2- 17 Alt 1:MaYI and Alt 2:Mat'1 and Minimum Max . West Coast Egr. Max < Special Left End Foot- O.C.Spacing if O.C.Spacing if Bearing Cantilever Member info. Span (ft.) Connector2 notes • 1st Floor Level Beams, Columns, Posts t �1 applicable applicable Length. (ft.) • Gf°) it__ • -i 14TJI110at16" N-7/8TJI110at : 12'+9 3.5 mid- IUS1.81/Hor r --c....- ,a.=- -<..�..<.�.^.r= �) Q f------ - - - - ' Ji joist . . . . con. ITS1.81/H (0 L __.f Alt.1:MaYI and AIL 2:MaYI and Minimum Max - Z o c 16"o c t support O }� West Coast Egr. Max Special Left End Foot- // 1 O.C.Spacing H O.C.Spacing if Bearing Cantileveri { 14 TJI 560 at 16" 11-7/8 TJI 560 at IUS3.5CJH or 1.-- y{f i • i I I J f-- 1 I 3 i{� Member Info. applicable applicable Ste° (ft.) Length. (ft.) Connector2 notes - C4J - G I J2 joist t9.0 k. 4 1.8 m•, 4.0 R. . a "// V p g ( ) -612-AGk•6t -1 2 o.c. 12"o.c. ITS3.56✓H �• I 2x8 HF#2 p.t. at IC �t 6 - ' I I 2xf2 DF-L#2 at LUS26 to B10, • I J10 joist - 4.0 ff. 1.5 in. 3.0 ft. LUS28 - _ GS i Isj J t J3 joist 9 0 k 15 in '141 i 16"o.c. :.I �\ G 1 16"o.c- LUS210811 .1 �_ y � ` I I I 1 \'++1° { LI r j R4 rafter 2x8 OF--Lc2 at 24" 2xl�DF� #2 at • 9,5 ft. 1,5 in, 1.5 ff. LSSU28 i I I I i • 2x6 OFL#2 at 24" O fj I • 01c. c7 Via I B A 1 I Pad Footings _ j� R5 rafter o c 9.O k. " 1.S in. 4.O R. LUS28 V� g : KITCHEN -G• R A _I 2x8 OF-L#2 at 24" 2x4 DF-L#2 at 24"' I . KITCHEN GARAG I L- I : ,,G� fF - 1 ( 1 II ,s Min distance --- -I R6 rafter 4.0 k. 1.5 in. LUS24 '`� _-I - "y ( West Coast Footing Size"- flow exist' Footing Column Additional f - i I c O '1 9 . 51/2x13-1/2 5-1/2xf224F-V8 16'+16' 4 3.9"mid a • Egr.Footing (length x width x bottom rebar 3 G I g 1 1 grade to bottom connection Footnotes © I J! t Gq, V O a 1 610 beam 24F-V4 GLB GLB Coot Super' / <<Q.• I ! I Info. height)in. (3"cover) (�;, 6 p.r-i - ' ., j o 1 ' I t I of footing O c , > 611 beam 5 1/2x18 224F-V4 17.5 R. 3.3 in. E c 4 #4's Ea. Per Column I I I F1 24"x 24"x 8" 24 in. a $ 0 r2 -I way Above 51/2x1824F-V4 5-1/2x924F-V4 w o 'i----»-J�"- I ��' ® - - - . x G i B12beam 1.5R. 1.Sin. - - - $ ® • 1 1 J ( C t r<l I Per Locat Bldg. (5)#4's Ea. Per Column Cc.3 7 GLB GLB C •cf 2 L C. J F3 )eta t y 1 1 I F2 30"x 30"x f0" Dept. Way Above a.b I cc .� ;4 - ft i-3/4x14(1f7/8)rB13beam 105ff. 18m. b PerfocalBldg. (6)#4sEa. Peolumn (2)117/8TI110 .F3 36"x36"x12" a,b ( G2 ITSi.81/11.88or I F B14beam 1-3r4x14LVL 1-3i4x11-7/8LVL . 60R 15in c 3 11 I. 0 Per Local Bldg. (7)#4's Ea. Per Column _ - - ---_T' ® IUS1.88/11.88 10 o II I UTIUTYa1d. '�T F4 42"x42"x12" Dept. Way Abovea I DINING _ I Urfa " ' m o DININ I r I it I I ii n I - 615beam 5-f/2x1424F-V4 5-t/4x11-7/82.2E� f9.0R. 1.8in. e - HGU5.62(H1=1t) b N .-- L _ L.!.1 f l i F5 48"x 48"x f2" n/a (8)#4's Ea. Per Column a �- -•- - GLB PSL x il o 'c_ ,• E I M I I -1 --- [ ` 3 I 5 1/4x1422E 5 i/2x1524FV4 8I i ' Ar -- --I-- • s�� ; 816 beam 16.0ff. 4.4 in.1 i .-.. ,r`' Footnote 1 Footings are to be centered under the centerline of the column. - - G'j :6" . PSLGLB °ol , i • ,,,--,j, - I ti t.,_ Footnote 2 Concrete strength=2,500 psi. Reber Grade=40 unless specifically noted otherwise. I �' h 1' ` :. I F 5-1/2x16-1/2 24F- - _ _ _ c 3 I I 1 _ I B17 beam 20.0 ff. 3.5 in. 4.0 ff. a�l0 �rJ , - I G,(t Assumed basic bearin ca aci of soils=1,500 sf �3 lD . I V4 GL8 " or'- I 111 I 9 P tY P { L wi r - 1g•+12' '- '- ...( "-1 rty I I ��, .- I Footnote 3 If nothin is s ecfied,default is Sim son PB or EPB s e connector. �, I la� _ ,' I B18 beam 4x10 DF-L#2 4x6 DF-L#2 1.5 in. 2.5 R. Det P 'o c a 3 co l I 9 P P tYi I �� coot. c - v m I--- - -- - , I G8 r , m E > Bi II i i - t l -•i•ii O Footnote a Interior footing may be mono-poured with slab, rebars continue through pads. i I 1 oIG1 - O 6x10 DF-L#1, 3-1/2x10-1/2 24F- s - _ _ :.>° " _ °c("t I 5619 beam 16.0 R. 1.5 in.0 1p� sx12 DFLL#2x1 GL8 « `cc� ' ' L-� {Q I6x10OF-L#1, 3-1/2x924F-V4 4vt ;LIVIN4 RMcS I `•`„ �j SUNRM, I ____I LI IN6 RM $ ,� �QIAB20beam 8.5R. 1.5in. DetP 0 315 UN RM. I I AContinuous Footings A J octr, Psxt2DF-L#2GtH o-3 \ I- /1111 11. ' II Min distanceL I NT- J Hheader4x80E-L#2 per plan f.5in. S m m I Jj NT• I West Coast Footing Size''2 below exist'g Footing Footing top Additional I { t E N a m 6 Egr.Footing bottom rebar rebar(2" { 5 5'+y+5' r d', E u, cif �3 I t, width x height)m. grade to bottom Footnotes '.CE 1• Z H1 header 4x8 DF-L#2 - 3.0 in. c - c "; LL >, m = 1ta I I f-"1`1-,. ,: Info. ( 9 ) of footing (3"cover) cover) ( II. .I L. . �t •t .,�,, coot o o m E a c 1 CJI I ~ - - C post 9.O ff. d(T' 1 L -i --- l i� , ..- Per Local Bldg.(" I I I �..�� L L 1 t1L CF1 is"x8" Dept. (2ji14cont. a CO CG � 1'.Q � �� 1 2x6DF-L#2 m � coE io m � Gb ('4� I ' r a « m ' ' rk, �-- _.. I +1 l Per Local Bldg.... .. -t ( J - _ - e r G ` C2 post 2 2x6 DF-L#2 9.5 ff. t o $ m 3 2 U '� �- r�l� 1 4 CF2 16"x 8" De t. (2)#4 coot. - b - I I ® t B o .mc A - • G Q� 7 2 i.- �nii.l ' I L'U ')]t O Per Local Bldg. (3)#4 coot _ I -_ -G 5 _ l C3 post (3)2x6 DF-L#2 " 9.0 ft. - - LCE4 - C O o+ c o pm' f� 41 I -- m 0 ` N Q © l �° `�_ / I _- -J 1 CF3 16"x 8" Dept. centered o © m 0 r� I - 'I _ t j C4 post (2)2x4 DF-L#2 - 8.0 k. - - - - t w o ,c 6"stem wall wf#4 at 18" 4 ^ w E o in r H FI �•- CF4 12"x 6" 18 in. (2)#4 coot. horizontally and vertical - I ,o m m m ,c m • r� _ tI - �_iI� y y t0f/• I G2 LS50top&bkm m x F- z 1Dc7, Q I 1 • l I I I i ' CSpost 4x6 DF-L#1 - 9.5 ff. - CO a o v m I-I 1J� 4 AT H R U 11 E Footnote 1 Footings are to be centered under the centerline of the stem wall, z G� G V DY" T V R M. bl6 r B AT H R td (1 E plates(mullions) m m m m m 2 - �f • STUDY/TV RM. 1 g V O G:J - / f \,J o 0 0 0 0 O -I- {{ T -- -- • C4 , CC/ECCtop CB « coo c 1 I� I concrete strength=2,500 psi. Rebar Grade=40. Assumed basic bearing capacity of I • i C6 post 6x6 OF-t#2 9.5 k. bkm $ o S o 1 ' yr., 1 11 -• Footnote 2 soils=1,500 psf ° ' ' ' LL LL LL Le! LL vl $ 000 - II Diem 3-1/2"std. weight pipe(outside CCDQ top,ext posts Det. 7 f i I I - 8"stem(footing)wall min. 24"tall with(2)#4 rebars at top at the holdown location A j. 15_ • C7 post diameter 4') 9'5 k' X top, 1/2"plate bkm, © I - ^'-" <I ,b Footnote a extend min. Sft. each way from a holdown.otherwise(1)#4 coot,#4 @18"oc vertically 1 _ M C _ � - O 3-1/2x5-1/2 Versa- - - _ CCQ64 top.ABU46Z Grout O - _.f Oj o L - - - - - 1 C8 post 9.5 ff. 4 pack bttm a- - - .�. - -- and#4 @ 16"oc horiz. G(A Lam 2,0E(beam) 6"stem(footing)wall min.24"tall with(2)#4 rebars at top at the holdown location ItesFG • Footnote b extend min.5ft.each way from a holdown,otherwise(1)#4 cont.,#4 @18"oc vertically i7 l` t -1z.4 6 - Footnote 1 For beams,joists,and rafters,span is the horizontal distance,in feet.between(outermost)supports. and#4© 16"oc horiz. For posts and columns,span is the distance between points of lateral support(such as floor or roof _ diaphragms). WEST COAST ENGINEERS, Inc. • Footnote 2 If blank, use default connectors per standard specifications. WEST COAST ENGINEERS, Inc. • 1520 Parker Way#G,Mount Vernon,WA 98273 - - . • _,_ 1520 Parker Way#G,Mount Vernon,WA 98273 Phone: (360)424-3404,Fax: (360)424-206.3 Phase: (360)424-3404,Fax: (360)424-2063 O O 0 • Si4K- 3 00 © . .. _ 51.4Ee-T 5 --4 A. O -G 722-- 17 I c ikpip. a 1..)/ _I G m Ili tr - - -" - - J T ,1- _..._. - Roof Level Beams, Columns, Posts / -I a �n eo•� ' "N `i.,,, ``r° `,. m co 2 - I Alt.is Mat'1 and Alt 2:MaYI and Minimum Max I �1J o Z iii " a m m 9 m = y $ 'X° {µcLOSET •� Ir� { West Coast Egr. Max Special Left End Foot- 15RR e.T I J 1` I - ` a w w 3w co 0 x $' O.C.S Connectorz notes • // I "y i IDET.W 1 pacing if O.C.Spacing if , Bearing Cantilever I I a $c T Is t Member Info. Span (ft) o o, I--="toot 511't • I applicable applicable Length. (ft.) '{ �- ter I _f I `�WrJ I c (� +t6 t I 1iLo TW'6 -J I o `t-'+^ •- I Y - I ` I I R1 rafter 12 DF-L#2 at 2x8 DF-L#2 at 24 r. 13.5 ff. 1.5 in. 4.0 k. - - {t i ^r° -I- I o a m `" CO " `00'- -... . . I I24"o.c. o.c. ` ! or x - �I I ( 2x12 DF-L#2 at 2x6 DF-L#2 at 24" 1 \0rt4 I' E m "o 'n n m f0 « 447 I_^� _C� C I R2 rafter Z3 ff. t.5 in. 0.5 ff. - { . c is a w Na m fA.REnRM .- 24"O.C. O.C. * { t3ET. Ft 471T1 . LL 'C79 N 2x4 DF-L#1 at 24" 5.5'+5.5'+ w R3 rafter - 1.5 in. - B I� �" .... d I _ 1iY� O.C. 5.5'COIIL I--. o f K-LTfal Ej1 GARAG 9 c ,O 1 q - I Bt beam 4x6 DF-L#1 f0.0 k. 1.5 in. _ HU46 Max or _ 1.- t(. > .� '�.p c >, r H QQ G`t 9I - HUC46 Max ---- L.-- - -- ^* ;I,UJ rJ i I m e O ". O O O a " c I - L I Pf aiiM,aATHR HUCD4120r6f0- - O ., YZt{ ' c ': �TJi-'( I w A m N [ c e � m d 3-1/2x12 24F-V4 5-1/2x10-1/2 24F- ` 1"( tsC v •I I 62 beam 16.0 ff. 2.0 m' SDS to C8 T .r•) 1 t I C a 2 4! E h ,5 M w x fi 3 .. ./D - 1 GLB V4 GLB . .. : •- ( t 1 1•'�.GIT��O l 1 V`1 m w _ cd "o c O8 Gbs bI ! 'f i T+11'+ - - - • IT E H a 0 E r 1 / �+� B3 beam 4x8 DF-L#1 2.5 m. ( E __...-_....... ..... I 163 ' 4 6.5'coot. {�' "CD t�M G I a o `a4 o f . t elf 1I I 84beam 4x8DF-L#2 - T+5'+6' _ - - ® • la I "I O�t4 :15 ` vUUpU $ c�♦ aL OVE coot. 1.8in. (Mit ) m E OO o - vIq D`cT. J � o � m{� R-� 12mW o 0 3 ,.1. LS 1AT� ,(� _ M _-._ �� D1 brace 2x6 DF-L#1 " 3x4 DF-L#1 8.0 ft. 4 rVa - - d LL co -4•..T,t� . \� I - r I wD ❑ tls.-I' '{. , I vu(siJ 1/2-y- OJ Z A \ •i \ L.\ y X �T ' I H header 4x8 DF-L#2 per plan 1.5 in. y / jUTILITY R y L' r T' W n y " : . ;y o x 1u 1: Lc - 1 I - _ 5'+5'+5' 1.5in. - - a `�yy II I { C o ,0 E �o �- 0 ri ((1,, H1 header 4x8 DF-L#2 coot e " I - . l ' O , NON " God m D EEC K -� _ -1.,._.. -- . I C1 post 2x6 DF-L#2 B.O ft. b �' �- t a a E > .0 r � � " '`° n rq __ a yat 11�1 �/fo , _ F z 1 orsv ro Satan/ 1 8� C� 11 © ,_� p \ I fa/. _ I j (1 C2 post (2)2x6 DF-L#2 - 8.0 ff- - " - - c - LS5 f. 0 top&bttm " _ _ __ , • o. c � - �' �q I (1 C3 post (2) 2x6 DF-L#1&Bttr King posts 13.0 R. plates 'MtI L- 1t i I- 0 O O O O m m `o N IC `rat t I7 I , o O Ts 9 g 6 ZO ZO _ 3m 5ra ' 41S 1 C4 post 4x6 DF-L#2 9.5 ff. T, .� I - , 3 1 t' ) G. B.ED F�M. 'EE 1 A . . II t' FYI , I a w E E d Q I- . 'p>=T I �1 s 1 1 11 J CS post 4x6DF-L#1 - 9.Sff. - - - - A SUN RM. ;, LIVING RM I i A • .2 c � • -- E 8 a °ai I Wit v,to 1E Tb'pM m E 3 a ernt•) I ( / 1 I. L I, \ I _I V) o m a -o a 'C m m e a Q l GD I _ 1 C6 post 4x4 DF-L#1 - 8.0 ff. - - DeL C1T•T. 1 t 1 '^ v m m m m > r-LhTIT V lVl :NT:. Q m m V Y Y Y Y O m r N u- - �t z LSSo to to & ' r D+ I i ( Eft 6 Tb B)=PM I i �, ,i _ E. W x m a m o o 8 r z G5c` I f 5-1/4x5-i/2 Versa- ( ) P I - m J CS post 13.0 fr. - IR.j,�� Lam 2.0E(beam) bkm plates 1 a ¢ E N I ai ygf, l)--\ I 3-l/2x5-1/22.OE - (2)LS50 to top& • _ }`{�,t os'I --� .. . -( '.T1 I ` 'r`__tilj'P 1`t Oja fi-OLZ m I B AT H R I , C9 post 4x6 DF-L#Sel.Strl 13.0 ff. Ulm totes g 4 $ o w �) / 1 Versa-Lam(bm) P --'. 3 E o ® op l�27rufott@ I I I it I Witt) 6/8>< 24 c m m m m m m a m w �h' G�' "�•J C� 1 I C70 post 6x6 OF-t#2 13.0 ff. LS50 tot &bkm • u I -t7 -¢i ® c ° g O O O O « c m c qq Po plates 9B`�'>57�� 1 I, lows - I T4�t3J i m $ CO la Er) -$ col I tG7 - - - • _ _ t i I f I .0 ° cmi ` Footnote 1 For beams,joists,and rafters,span is the horizontal distance, in feet, between(outermost)supports. 0 - I !, f> (y,Tr9 '-. I-- -+j - net y -._ °,roe c ,Q Al •--< (�] I For posts and columns,span is the distance between points of lateral support(such as floor or roof I ; ee 0 0 �i7. f� • trq F. RF DRM. diaphragms). �T,h. I � 1 I -t- f m u 'w s. >. ;. �, c) t `v n d, L.10(�'� •-��V^t�-•T��„� 1 Footnote 2 If blank, use default connectors per standard specifications. I m > « d !i a ki x o o -:CLOSET - I O m ~ W M N M M U r� o- c V-i FPi° NG I LL •i• f Footnote a Header may be simply supported or continuous. O I STUDY/T v R M. r a ATHR u -p E w c - '.. „`' „� ,�2 y m a t_/�" 'IZaG E•j" I Lit Footnote b This is a default header/beam support when not labeled in plans.; I 4 F W 3 10 N a -a c A Bi ` q `i �g • ¶i• et �-i/7 1 H f�' - Footnote c Nailed together with 16d nails at 6"o.c.when used as a windows mullion. I m `" /rj s m O -- - _ - _ _ - - O Footnoted Brace(lateral brace deck trellis)attached to side of B1 with(2)diam. 1/2"bolts,and to wall framing • I 1:1 W 2) --ti---- w F- .93 g CIp (trimmers)with(2)idameter 1/2"x6"lag bolts or to beam 81 with through bolts. A 1 �1 I t) ro $ 0 . 0 - -- - ,r M N 19 O L - _......• _fit- 1 O Ug 1 C ; LL LL . it vuet c © tY � {t�t)ll u�/S$ Ix3a m �LT ll �t)� �W 8 rifs/(oX 3 H O O d ' i ' ST5 he*0 4 (Pk WEST COAST ENGINEERS, Inc. • I WEST COAST ENGINEERS, Inc. UPPER FLOOR PLAN Mount A 98273 �! / v4<< f 1520 Parker Way#G, Vernon,, ou 1520 Parker Way#G,Mount Vernon,WA 98273 Phone: (360)424-3404,Fax: (360)424-2063 Phone: (360)424-3404,Fax: (360)424-2063 n 05) SI . • 5Vkr-f-1— Ole--— 6 A• $ G `�'L� - �`� JOB 122-11 STUDIO-EDISON - NELSON RESIDENCE JOB 122-I1 STUDIO-EDISON - NELSON RESIDENCE h�loo ln�j((ap WEST COAST ENGINEERS, Inc. SHEET No. SK - 6 OF WEST COAST ENGINEERS, Inc. SHEET NO. 5K - 1 of • _— — - — — � — ! - STRUCTURAL AND CIVIL ENGINEERING STRUCTURAL AND CIVIL ENGINEERING tt1YYY d CALCULATED BY 1K DATE 4/12/2011 CALCULATED BY iK DATE '4/12/2011 __ {�� ,`e LL d a 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 1520 PARKER WAY. SUITE #G, MT. VERNON, WA 98273 _ '- I .:-.- -� . tern=`,•'�-- — Al d 4l Al „ n gi m PHONE: (360)424-3404 FAX (360)424-2063 CHECKED BY DATE PHONE: (360) 424-3404 FAX (360)424-2063 CHECKED BY DATE n- n`- a -_ N O V p o p of N '� C WEB: WWW.WCOASTENG.COM SCALE_ WEB: WWW.WCOASTENG.COM SCALE J ' I 1 O C N y M 00 N r0 ? ) f A yZ ilia paj C N ' ,`� MCLOSET ' {, C Q 3 < c c h c $ rn • 1 1 1 a �co 3N 3y OS CT • +-- E,( { Z 8H o P. SHEAR WALL I I 116 o POST PER PLAN (3-I/2x5-I/2 2.0E 1, r 1 11 [ , "'rlgi I m = PER PLAN /— 3x OR ROUBLE SILL PLATES WHERE VERSA-LAM) SHALL EXTEND TO ,I ICAR WALL 15 PW5 AND PW8 �� IL IGj I . I o. m m x y GONRE FE WALL. USE AB(146Z POST _ I t w t « • m m / BASE THAT IS SOLID PACKED WITH I M.gEnRNi v. I . i I E C a a u> -o m 10 = SHEAR WALL ANCHOR BOLTS GROUT UDER I" STANDOUT PLATE _ ° — �i IWZ : v a m0 m EDGE NAILING PER TABLE BELOW BEFORE POST INSTALATION. • CORNER POST BRACKET DOES LL ^W o OPTIONAL SLAB PER I I G o m NOT NEED TO BE GACKED. __ • . @ o y SPECIFICATIONS SLAB PER M�'� 1 P �P 1 - >.„ r OR BY OTHERS / SPECIFICATIONS 01/2" ANCHOR BOLTS l -T, o v o a m ► 9'/ OR BY OTHERS " 1 i• ! 1. 1 of i a •Se O O O • " e \ D \ • AT 48 O.G. COUNTERSINK OK a: ez Q ` �(,, z= 1 Em 2 CI W to N. aT c 3 • I 4 . a-T---S__--..�o e ° ° °� - I / �a:Ej, U �i fk LL t°n � N p %x\% i,\%\\%,\%.\ DECK FRAMING / SLAB PER A Lc ovE I II 1 ' E \ \\%\\%\\i\\i\ /\ //� D j z PLAN / OR CY OTHESPECIFICATIONS 1 �� LL a_ U U U -g •o B 8 / i / STRUCTURAL FILL \ , ° N. . rrr"' • {�J'/� eC �,.1 0° /PER --�� PER SPECIFICATIONS ur„ " a T �WZ v1 L° a S / ° ° \'PLAN N I `� U I O - .rirli�! 01 W .. 0 1 `- d u //\��/ op » \ FOUNDATION - i I / Z_ Z� . ( c E _ / REINFORCEMENT A" / STRUCTURAL FILL �� S 1 d v a % `� , ° ° • // PER PLAN / ftg PER SPECIFICATIONS (, 8rill \\/\r\\i\\i /\\' ^=Ir��./..XII� a i ( E N t N � � b o v / z 11''`` - ^ ( + F y a E Ito X N aW (a = 6 lO i ° ° D ° x \ \ ♦ . PLAN el I W �\ /O/{N roomod-, • I 1 +) a O R m C b O 1. // \// // / 1 -1 �� y 1 y dr W H 24 2 \ I. . \\ \. q J 3 tiJ a l 1 m o ; �1°8 {�j 05/8" AGHOR BOLTS ;/ REINFORCEMENT J i O. c v2 x o k J IL AT lb" O.G., b" EMBED. I 'Mt Ai a c w C m N N \ '� \\/\ /\ /\ /\ > PER PLAN 1 + I- � � o o o /� l- 1 )� .d G..B.ED R M.• - I + A v• g CO CO fa c H o / PER PLAN ..`� F ��" /` Ira • L• 1 r p- 0 DeT.G/)P1 ......'_I' k"FW m y ..` 12 E = c 0_ CP ter Ji y 'E U Em au! i Q/ � _ CO` t �.. -- 111 1 I w 9 m w d ;c_ E ¢ ALTERNATIVE SLAB/ STEM WAIL = a ` /� II O d d Y Y Y O m N ° - \ / a t� A' tL W O C m m m Q C c >'Q \ , Ik Y1 /\ leU• 1 j. • I o. m .. ... a a N E $ I '---''' \i\\i\\i\\i\\i \ •ILIV I • I .+ B.ATHRM. IPI o rnm • 1� ( c Y o o a Bottom of Shear Wall Connection PER PLAN ALTERNATIVE,SLAB/ STEM WAI f .p 1. r� �^ Q--y 1 i� e m m d m in o A �q Sole Plate / / lf�J; I d m U I LE*'F 4 I 3 I /L L o g O O O m `E West Coast Eng. I!2'Anchor z 5/8`Anchor 3 3/4'Anchor z Ibd Halls Allowable tm Shear Wall T Bolt Sc�pvv Bolt Bolt Cam,,,, I-V2`WOK= Shea• Ettbedment C. BE OAM. I �• (U, m N o.LL C.rpreelty/Ea. 412Ib. 1,328 lb. 1640 b. I-- 1 p�'T. F _ _ c a c i a a X o PW2 o h. 44 h. 48 h. s h.oc. 3ba pIf • 1 C:C L OS ET u m :o �o co U m 'm PW3 21 h. — 30 h, 42 h. 4 h.oz. 532 pIf �w3 'w3 1 t D t t ? - ��' � �o(Z- L�-c-e � L p T 1 0 u m d e PW5 22 h. 30 h. 42 h. 3 h.oa. 644 If ~,. }:�2J I -� ~ 16 y a o C M �i .1ryJ��/, ` 1 PW8 12 h. 14 In. 24 In, 2 h.0c. IpTS pIP OL- - ---- — -- O W $• T'-'t' NG\ `�� (-'- �- Footnote 1 This table generallyapplies to full height shear /tI� I(/� 5 I W - O O PP 9 panelsonly. For shear table ' JET/ I L t•- 11 t+ /� f/j sections between full height shear panels (i.e. as under windows), the i/ '"'ty'[' n , B) N o1 t0 p LL \/1, c. "o r'ET I L / \ may be used; or minimum IBC requirements may be used. Where seismic p 3 �. `"y LL O �\ allowable shear exceeds 350 plf (PW5 and PW8), use 3x (min.). © V h. a a Footnote 2 May use any of the three diameters listed. All anchor bolts shall be „t y m N.T.S. embedded 7" min, and shall have 3" square x 1/4" plate washers and nuts. N.T.S. IY d L Minimum of 2 anchor bolts per piece of mudsill, and one bolt located not 3 y more than 12 inches or less than seven bolt diameters from each end of OI . jB 1 _ the piece. UPPER FLOOR PLAN (S + WEST COAST ENGINEERS, Inc. ✓4".I`ow 1520 Porker Way#G,Mount Vernon,WA 982727 3 Phone: (360)424-3404,Fax: (360)424-2063 JOB 122-11 STUDIO-EDISON - NELSON RESIDENCE WEST COAST ENGINEERS, Inc. 5K - 8 122-11 STUDIO-EDISON - NELSON RESIDENCE JOB _122-11 STUDIO-EDISON - NELSON RESIDENCE 122-I1 STUDIO-EDISON - NELSON RESIDENCE SHEET N0. OF JOBJOB STRUCTURAL AND CIVIL ENGINEERING 1K 4/IS/2011 WEST COAST ENGINEERS, Inc. WEST COAST ENGINEERS, Inc. SHEET NO. SK - IC of WEST COAST ENGINEERS, Inc. CALCULATED BY DATE SHEET NO. SK - 9 OFSHEET NO. 5K - II OF 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 STRUCTURAL AND CIVIL ENGINEERING STRUCTURAL AND CIVIL ENGINEERING IK 4/I2/2OrI STRUCTURAL AND CIVIL ENGINEERING CALCULATED BY IK 4/12/2011 CALCULATED BY 1K DATE 4/12/2011 1520 PARKER WAY. SUITE #G, MT. VERNON. WA 98273 CALCULAlEO BY DATE 1520 PARKER WAY. SUITE #G, MT. VERNON, WA 98273 DATE PHONE: (360) 424-3404 FAX: (360) 424-2063 CHECKED BY DATE--.- 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 WEB: WWW.WCOASTENG.COM SCALE PHONE: (360) 424-3404 FAX: (360) 424-2063 CHECKED BY DATE PHONE: (360) 424-3404 FAX: (360) 424-2065 CHECKED BY DATE PHONE: (360) 424-3404 FAX: (360) 424-2063 CHECKED BY DATE WEB: WWW.WCOASTENG.COM SCALE WEB: WWW.WCOASTENG.COM SCALE WEB: WWW.WCOASTENG.COM SCALE SHEAR WALL FLOOR DIAPHRAGM PER PLAN ANCHOR BOLTS DOUBLE PLATE FOR SHEAR WALL IOd NAILS AT 4" O.G. PER SPECIFICATIONS PER PLAN i PER TABLE DETAIL A ENTIRE WALL LENGTH PW6 SHEAR WALLS SHEAR WALL GlIEAR WALL ANCHOR BOLTS EDGE NAILING SLAB PER SPECS PERI-3/4"x 14" LVL r II PER TABLE BELOW I, OR BY OTHERS PLAN FLOOR DIAPHRAGM 11 .I lEAR WALL PER SPECIFICATIONS SLAB PER SPECS EDGE NAILING OR $Y OTHERS i - RIM JOIST I,'., — CONCRETE SLAB �o �� I - III i � PER SPECS. OR — D ' D SHEAR WALL x 7 1r J n I�'� BY OTHERS: L . :_ 41.2,2:t!L:S::_:s;S12t2tM id '. :t:.al i diN24:4441.:i2;4 EDGE NAILING z //./i. /i //\/ D e // /i /i // /i I I FLOOR FRAMING �r Gf ICAR WALL Z z SHEAR WALL EDGE NAILING PER PLAN PANEL JOINT 'It \ . \ . \ . \ . \ . \ I \ al ��\' it N �— STRUCTURAL FILL ,. b (Y \)/y�� i\\. Z PER SPECIFICATIONS `\ SHEAR WALL ii? f \ ry y�� ,/ a FLOOR FRAMING PER PLAN �� ' I ) °8 •� IY SHEAR WALL PER PLAN TO SUBFLOOREXTEND THING FOUNDATION WALL V ` WHERE JOISTS ARE PARALLEL g REINFORCEMENT: /1 PER PLAN `�� PROVIDE BLOCKS AT 24" O.G., cen......k �j z VERT. #4 AT 18" O.G. \ ��\� `\ .\ .\ .\ : \ FOUNDATION III NAIL BLOCKS TO SUBFLOOR J gb < �1 HORIZ. 84 AT lb" O.G. ��T)� I L / PER PLAN / FORGEMENT W (3 d, aND TO TOP PLATESHALL PER PLAN I7 T)4 ) L i?ET IL G 1 PLAN 11 �°8 �/ N N.T.S. N-T.S. EXTEND GIICATHING ANCHOR BOLTS N.T.S. DOUBLE PLATE FOR `� TO BOTTOM OF BEAM SHEAR WALL PER TABLE DETAIL A PWb SHEAR WALLS "t /\ /\ /\ /, i PER PLAN q Ilbd NAILS AT LENGTH PER PLAN GIICAR WALL NAILS2x8 LEDGER WI1N Ibd FOOTING EDGE NAILING SLAB PER SPECS SHEAR WALL V AT b" O.G. TO REINFORCEMENT: OR BY OTHERS PER PLAN FLOOR DIAPHRAGM SOLE PLATE AND BEAM. (2)*4 CONTINUOUS I_'' PER SPECIFICATIONS _ FLOOR DIAPHRAGM I A‘--------. ... ROOF DIAPHRAGM �� I % a PER SPECIFICATIONS SLAB PER 5PEG5 �- L ID °A > OR BY OTHERS Koine elaa laaa'_oronaae? Sploomoto lYlaaa:.o a GI ICAR WALL ��: PER SPEGIFIGATI01 EDGE NAILING A A /./i, /i\//.// / //. //// r///i. Bottom of Shear hall Gonnectlori \/ K 8„ E GIICAR WALL Sole Plata Z r/ PANEL JOINT II West Goost Eng. I/2'Anchor 5/8`Anchor 3/4`Anchor Ibd Halls Allowable \ / SRC r.. ' pi Shear Hall Type Bolt Spaclrg2 Bolt Spacing2 Bolt Spacing' I-I/2'Minimum rhea. .j� '' N �— STRUCTURAL FILL F>nbednant ��'� -' Z PER SPECIFICATIONS FLOOR FRAMING ' hi.,1// Q ROOF FRAMING C`i "ky/Ea. 912 I 1,328 17. 1840 lb. /� a PER PLAN GI ICAR WALL PER PLAN PW2 30 In. 44 h. 45 In. 5 h.oc. 364 pIF / PW3 21 In. 30 h. 42 h. 411.04. 532 If l I EDGE NAILING p `/ �°8 ,� 1 SHEAR WALL FLOOR FRAMING PW5 22 W. 30 In. 42 tn. 3 h.oz. 644 pIf ix PER PLAN PER PLAN \\ •\'\\ ..\ \ \ .\ -\ (BY OTHERS) n NNN ��I�I/I�}�� /� /''� ,L PER PLAN FOUNDATION Tyr I L r E TA I L hi Footnote 1 This table generallyo lies to full height sheari/ }_T fi I L V/1 It / / REINFORCEMENT 1'-7 pp g panels only. For shear wall i r�l ! i BEAM PER PLAN PET A I L / sections between full height shear panels (i.e. as under windows), the table PER PLAN (5 I/4XI4 2.2E PSL OR /i_i\ `//- N.T.S. 5-1/2x14 3000 30E-E5 may be used; or minimum IBC requirements may be used. Where seismic N.T.S. allowable shear exceeds e3 0 pIf (PW5), use Al (min.). N.T.S. BOISE CASCADE KING BEAM) Footnote 2 MOy use any of the three diameters listed. All anchor bolts shall be N.T.S. embedded 7" min, and shall have 3" square x 1/4" plate washers and nuts. Minimum of 2 anchor bolts per piece of mudsill, and one bolt located not more than 12 inches or less than seven bolt diameters from each end of the piece. S2 . JOB 122-I1 STUDIO-EDISON - NELSON RESIDENCE JOB T22-1, STUDIO-EDISON - NELSON RESIDENCE JOB 122-I1 STUDIO-EDISON - NELSON RESIDENCE WEST COAST ENGINEERS Inc. WEST COAST ENGINEERS, Inc. EET No. 5K - 14 pF ,22-I, STUDIO-EDISON - NELSON RESIDENCE WEST COAST ENGINEERS, Inc.InC. SHEET N0. SK 13 STRUCTURAL AND CIVIL ENGINEERING , JOB SHEET N0. - 12 OFOF CALCULATED BY IK 4/18/2OI, WEST COAST ENGINEERS Inc. STRUCTURAL AND CIVIL ENGINEERING STRUCTURAL AND CIVIL ENGINEERINGDATE • SHEET NO. SK - 19 OF CALCULATED BY IK DATE 4/20/2011 CALCULATED BY IK DATE 4/IB/2011 1520 PARKER WAY, SUITE AG, MT. VERNON, WA 98273 STRUCTURAL AND CIVIL ENGINEERING 1520 PARKER WAY, SUITE AG, MT. VERNON. WA 98273 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 PHONE: (360) 424-3404 FAX: (360)424-2063 CHECKED Bl' DATE CALCULATED BY IK DATE 4/18/2011 PHONE: (360) 424-3404 FAX. (360)424-2063 CHECKED BY DATE PHONE: (360)424-3404 Fax (360) 424-2063 CHECKED BY DATE WEB: WWW.WCOASTENG.COM 1520 PARKER WAY, SUITE #G. MT. VERNON, WA 98273 WEB: WWW.WCOASTENG.COM SCALE PHONE: (360) 424-3404 FAX: (360) 424-2063 CHECKED BY DATE WEB: WWW.WCOASTENG.COM SCALE WEB: WWW.WCOASTENG.COM SCALE SCALE 8d NAILS DOUBLE 2x6 RAFTER TAILS AT 6" O.G. CONTINUOUS BAGKSPAN 2x6 12 1.5 TIMES CANTILEVER RAFTERS I SOLID BLOCKING �2, BEAM (ONE ON BOTH 51DE5 OF 2x12) PER PLAN AND / O TO NAIL RAFTER' PER PLAN �" -`.�,_� (VENT OPENINGS OK) PLATE 3/8" Iy2°all / h'�2° (4xb DF-L#U SO NAILS = AT 6" O.G. 12 , ' N \ - T. - 1 \ ROOF DIAPHRAGM 2 [ . SHEAR WALL -"e1®,—_s: ill \ r s --4-- I PER PLAN � � \ \ r j \ :�.�� A H2.5A HURRICANE CLIP EDGE NAILING • ad NAILS \ ---isr---""°- itialli‘ • Ej.j.Isl / 5, \ _ 8d NAILS AT y_ ,III �/ ml/2" BOLT AND " ROOF DIAPH M (� 4 O.G. CONTINUOUS Ibd NAILS 12 IIIAT 6 O.G. -prim , 3 /— PER PLAN m WASHERS m POST DECKING AND SOLID BLOCKING / `Imj�D' i PER PLAN INSULATION, II (VENT OPENINGS OK) (2) 16d NAILS MI L ° J \ \ (4x6 DF-Lit1) WATER PROOFING FLOOR DIAPHRAGM NOTCH FOR 2x6 BY OTHERS PER SPECIFICATIONS RAFTER TAILS TO EACH STUD PLATE 3/8" 4y2" I DECKING �� 5HEAR WALL IMPRAFTERS RAFTERS __ EDGE NAILING GEIRLIPNG�J015T5 WATER PROOFING I PER PLAN / PER PLAN BY OTHERS L .. * `F " (WHERE APPLIES) 01/2" BOLT AND , SHEATH WALL WITH PW3 all WASHERS FLOOR DIAPHRAGM 10d NAILS HI HURRICANE TYPE OF SHEAR WALL WI EXTEND SHEAR WALL FLOOR DIAPHRAGM CLIP (TYP.) EXTEND TO BOTTOM OF BEAM \ 1 T PER SPECIFICATIONS PER SPECIFICATIONS \ AT 4" O.G. ��, 5� SI=' mU2" LAG I \\` 8d NAILS SHEATHING (PW3J FROM AT 4" O.G. UPPER ROOF DIAPH'M In 1 ►�r t K I }�/� = cl�V�l 84x06 DF-L4t2 i ` �ET I 'ETA I i.. 1 _ I TO BOTTOM OF LEDGER 4'-I/2" HEADLOK BLOCK REWS AT4" 0.C. N.T.S. 12 `(S N.T.S. [ 8d NAILS e " 8d NAILS .a (STAGGERED) +►`,__ 2 AT 6° O.G. CONTINUOUS' IIIIIIIIIIIIIIIIIIIII"t rilill AT 8" O.G. 4 8d NAILS AT 4" O.G. SOLID BLOCKING �4 v '$: �4 FLOOR FRAMING RAFTERS -'� PER PLAN -; VENT OPENINGS OK) 53�8 \ 411 W \ j PERPLAN PER SPEC FIGATIONS SHEARWALL / : /li : N W/ ii, H25A HURRICANE CLIP ,i EDGE NAILING g \ \ \ LU526 4 t. 4 .____ ii 11 \ 7 DECK FRAMING II t PER PLAN 8d NAILS 8d NAILS ;v, \d/_,f/rLAN "AT 4 O.G. ' AT b O.G. II 6 2 Ibd NAILS AT ii I' 6" O,G. TOBEAM �� I� 12 \ BLOCK DECK JOISTS �Plit1/4 in �`/ ROOF DIAPH M 2743" O I ,� \ \ AND NAIL TO BEAM ^�l`�, I3 PER PLAN ANDTOSUBFLOOR SHEAR WALL GHCATHING (PW3) FROM � k X EDGE NAILING EXTEND SHEAR WALL Lt TO UPPER0 OM OF BEAM -i / CEILING JOISTS RAFTERS SHEAR WALL —^� PER PLAN PER PLAN DECK FRAMING ` PER PLAN (WHEREAPPLIES) / �2 / PER PLAN \�, ROOF FRAMING a DETAIL I ',ETA IL J DETAIL N DETAIL L 'in-"- N.T.S. N.T.S. N.T.S. N.T.S. gin_ f JOB 122-11 STUDIO-EDISON - NELSON RESIDENCE JOB 122-I1 STUDIO-EDISON - NELSON RESIDENCE I', 31YG It, 2,b IJ-L ¢ �1\ Y •r WEST COAST ENGINEERS, Inc. SHEET No. 5K 16 of t WEST COAST ENGINEERS, Inc. SHEET No. SK - n pF j I �i(fi br $4 / 3/j" 1e f F�cs � W L-D) STRUCTURAL AND CIVIL ENGINEERING CALCULATED BY AC DATE 4/10/2OI, STRUCTURAL AND CIVIL ENGINEERING CALCULATED BY IK DATE 4Ab/2OI7 I V *lILIJ C 1 - 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 1520 PARKER WAY, SUITE AG, MT. VERNON, WA 98273 — \ I (Z)ZX, / L,,iF-L.4-I PHONE: (360)424-3404 FAX: (360)424-2063 CHECKED BY DATE PHONE: (360) 424-3404 FAx: (360) 424-2063 CHECKED BY DATE 7 ( (� WEB: WWW.WCOASTENG.COM SCALE WEB: WWW.WCOASTENG.COM SCALE ea ROOF DIAPHRAGM , �� PER PLAN 2x12 RAFTERS , C�7� �tll_�I)IL K 8d NAILS PER PLAN �:� 7 AT 6" O.G. e ( eI c. li H25 RAFTER TO TOP PLATE C (03 1/2 STD. WEIGHT A - r A,„^ T . -. t'9 rO. -l-tA CX.t�j ' ram , ¢ i COLUMN PER PLAN �,.. » .,. _.t .. _ _w. _ (OK TO LOCATE OUTSIDE) II SHEAR WALL PIPE, 0D. 4") ; ' ' M ` ;e § !y Ga. r / / YR _ EDGE NAILING i { ` " `� x It 'I i �(15" - 1 Jl c it Ittic-1—' M4��1�ET I L O CIICAR WALL2 STEEL BRACKET YQ f fPER PLAN IQ 3/8"x5"xl0" PER DETAIL LEFT + " +N.T.S. 05/8" x 10" 5" _ - — t 1 � A.B. (2) EACH 1' 6 • /'f i #obi` ` 1 IYLJ / • /1 3/I6° -I- \ l ,l Q, -4 17F -L It 8d NAILS r ,i V 3/I6' °N h1LL / AT b" O.G. ROOF DIAPHRAGM \ '� lE 1/2"x4"xb" \ PER SPECIFICATIONS _ all " - OK TO CLIP \ \ C2,2 K k - CORNERS D y „ De\ y1 Ir° —L �2 i 62 ' I D° n D D ° e f ,�—"� Yy�J f l� _ D o • N. 0 q 1 1"/` 1j/2 1Y2" / ' z D \i 8"x8 OR t8" PLINTH Qj¢� (�/� I °��I. E j `-` WITH (4) �4 VERT. �9/ It.� tit iv D \< REBARS AND ><3 J o- 4 % STIRRUPS 0 6" O.G. �' Ni % D e K I-I/2° COVER (2) 4" TIMBERLOK 1 RAFTER TO BEAM -1. , d T 5/8" BOL I I < \ \ ° \ ;r = e BEAM PER v/AA>VA>VA%VA%AA>VA%A \ 4111 I PLAN (4xI0 1 I DF-0$1) `� REINFORCEMENT 1 I I P. 3/16"./ I j I =N / PER PLAN (2'x2') / PER PLAN e . 1 (4-14 BOTH WAYS D n!TA I L G� 3" COVER) L/ET I L PIPE (0.D. _ I^JEIGHT A 4„ PER PLAN N.T.S. N.T.S. 122-I1 STUDIO-EDISON - NELSON RESIDENCE JOB 722-11 STUDIO-EDISON - NELSON RESIDENCE t( IJ wl 9 ,, WEST COAST ENGINEERS, Inc. SHEET No. 5K - 20 OF WEST COAST ENGINEERS, Inc, SHEET No. SIC21 OF t}(.L.10 Li C4JZ><4 L.- '1 STRUCTURAL AND CIVIL ENGINEERING JOB IK 4/IB/2011 STRUCTURAL AND CIVIL ENGINEERING CALCULATED BY IK pgTE 4/20/2011 CALCULATED BY DATE 1520 PARKER WAY, SUITE #G, MT. VERNON, WA 98273 .�yn Q 1520 PARKER WAY. SUITE 06, MT. VERNON, WA 98273 CHECKED BY DATE Ft•1� -( L qI CHECKED BY DATE PHONE: (360)424-3404 FAX: (360)424-2063 �} PHONE: (360) 424-3404 FAX: 424-2063 'LX WEB: WWW.WCOASTEN4,COM SCALE WEB: WWW.WCOASTENG.COM SCALE , \ ____T. ir___.4- . t i ¢ OF STRAP ®I/2" BOLTS AND CANOPY RAFTER (� EQUAL • LENGTH OR OR PER PLAN WASHERS 1 / STRAP LENGTH PER PLAN STRAP LENGTH PER PLAN (2x4 DF-L#I I / / - AT 24" O.CJ ,/(\ FTRUSS BLOCKING / PER PLAN BEAM d 1 C I i I Y4 a. (4x6 DF L#U ,,,. . d ' / ,, , : 'a O k 34 I I DIAGONAL BRACING i-I S [ II I J PER PLAN -L j" fi }y -r j� I (2xb DF-L#u � n I I { I G ._,_ 3,(co i �,1'(, �) ZF� bf ( PLAN VIEW '7' �1 i z r�f. ITT- ` 1 1 ., �� l�lSt{ - WAS BOLTS AND I WASHERS 1 u EF D � I v5E Cck Te iii t� ) l(p 1y,4(L-5 VI(PQ 9F �� #qx3-1/2" WOOD - WASHERS/ c4 15 itte \ �DTZ 17-A ) BBEAR OR HEADER SCREW RAFTER BEAM TO BEAM s �� AN PER PLAN t �" It 71i f� (BY OTHERS) (4x6 DF-L#I} { T \ • e' (s) Le L1�1E R-�K4 „ I CI�i-T/+rL. / / STRAP PER PLAN CANOPY RAFTER "" PER PLAN a� I L II SHEAR WALL NAIL ALL STRAP HOLES • IP �� PER PLAN OK TO NAIL TO BEAM FACE H • tt ` '' 1 - ^�'' i ,` - 177 =u� U._ ' EQUAL LENGTH OR OF STRAP >ttl _r,,-.4 ry / ^./ ,/ /• II i I, STRAP LENGTH PER PLAN / OR ` STRAP LENGTH PER PLAN / \ I I PLAN YIEW / I,�� FLOOR JOISTS OR SECTION #qx3-I/2" WOOD I 1 \ l I I1-1 I TRUSS BLOCKING / m SCREW RAFTER �/ BEAM TO BEAM CANOPY RAFTER ---. _ 7 _.__.__.-_.- k (o MJttrtioN PER PLAN \\\ PER PLAN Ce 1kt Gib. g , (4xb DF L#I) DIAGONAL BRACING (2x4 DF-L#1 I i YAw� r ,�} �(� I Av 1 1 �� ( e, DF-L#I)PER PLAN AT 24" O.GJ \ BEAM N \ __ BEAM OR HEADER PER PLAN PER PLAN (4x6 DF-L#1) III1//CPERPLAN izzBEAM (BY OTHERS) -1/2 (3x12 OR STRAP PER PLAN �� 5-1/2x10-1/2 NAIL ALL STRAP HOLES =\ ci 1 L GLB) A\ SHEAR PER PLAN LL NOTE: 01/2" BOLTS AND `� DETAIL DEPICS ONLY THE STRAP PLACEMENT WAGI ICRS ITT I L. T JOISTS, RAFTERS, TRUSSES MAY HANG FROM � T ( f U SIDE OF BEAM OR PLATES, STRAP MAY BE L HANGER PER PLAN SECTION NAILED TO THE SIDE OF PLATES AND BEAM. (HU46 MAX OR N.T.S. N.T.S. HUG46 MAX) B 1 West Coast Engineers, Inc. c West Coast Engineers, Inc. D West Coast Engineers, Inc. E West Coast Engineers, Inc. STANDARD STRUCTURAL SPECIFICATIONS: assumes full responsibility as to construction methods used, safety provisions employed, and the 12) STANDARD CONCRETE: iii) Surfaces exposed to weather 1-1/2" finished as-built condition of the structure and related systems. a) General. Structural concrete shall be designed and constructed in accordance with the iv) Surfaces exposed to salt water 3" 1) LOADS. 8) COMPETENT CONSTRUCTION PERSONNEL: requirements of 2015 IBC, chapter 19,and ACI318-•14. g) Rebar Splice, Lap & Development Length. Splice, lap, and development lengths shall be per the a Following are the loads used for the subject design/anal Is: a) Only competent personnel familiar with construction and safety practices germane to the project b) Strength, Mix, Placing. All concrete, unless otherwise specified in the Plans or Calculations, shall following table(Table 1)unless noted otherwise. 9 ) 9 analysis: attain a 28 day strength of fc=2,500 psi for footings and foundations not exposed to weather, and shown herein should be employed to assemble and construct the work. i) Roof live load: 20 psf viii) Floor dead: 12 psf fc = 3,000 psi for any concrete exposed to weather, and shall contain not less than 5-1/2 sacks of Development Length Table 9) TEMPORARY SUPPORT AND BRACING: cement per cubic yard. Maximum water/cement ratio shall be 0.45, and maximum slump=4". Max. From ACI 318-14 Section 25.4 ii) Roof dead load: 10 psf ix) Deck live: 60 psf aggregate size = 7/8". Mixing and placing of all concrete and selection of material to be in a) General. Provide adequate temporary support to all walls, roofs, beams, columns, and floors ° iii) Snow load: 25 psf(ground) x) Deck dead: 10 psf during construction. Design of same is not included herein, unless specifically shown. Contractor accordance with IBC and ACI 318 (latest editions). Provide 5% air entraining in all concrete fc=2,500 psi Minimum Concrete Strength exposed to the earth or weather. iv) Snow load: 20 psf(balanced) xi) Exterior wall dead load: 12 psf or owner should check all temporary-supporting devices with a qualified person. Contractor shall Bar Diameters , 2d(min.)Spacing And Examples be responsible for the adequacy of all temporary and/or permanent support systems. c) Concrete Admixtures. All admixtures are entirely at the discretion of the contractor and / or Minimum d (min.)Clear Cover v) Snow load: 25 psf(unbalanced) xii) Interior wall dead load:8 psf 10) CONFLICTS OR ERRORS IN PLANS: concrete batch plant and must not affect the minimum requirements herein. Steel Uncoated Epoxy Coated Uncoated Epoxy Coated vi) Floor live: 40 psf(living areas) xiii)Seismic Base Shear,V=0.121 x W. 13) CONCRETE REINFORCING: Strength Reinf. Bar Reinf. Bar #4 #5 #6 #4 #5 #6 a) Contractor shall verify all dimensions and 'fit' conditions in the field. Should the Contractor or vii) Floor live: 30 psf(sleeping areas) xiv)Wind: 110 mph 3-second gust wind fabricator note any conflicts or errors in the Plans and/or specifications, they shall be brought to the a) Strength, Splicing, Bending. Reinforcing bars(rebar) shall be per drawings and sketches attached, GR40 40,000 psi 32 d 38 d 16 in 20 in 24 in 19 in 24 in 29 in speed, Exposure 'D', immediate attention of the Engineer. If any questions arise during construction pertaining to any and shall be grade 40 (Fy = 40 ksi), unless noted otherwise. All reinforcing shall be detailed, GR60 60,000 psi 48 d 58 d 24 in 30 in 36 in 29 in 36 in 43 in 2) APPLICABILITY OF THESE SPECIFICATIONS: structural matter,the Engineer shall be consulted immediately. bolstered and supported in accordance with applicable ACI code. Bars shall be bent with minimum a) These specifications shall be adhered to for all work addressed in this report. 11) FOOTINGS, FOUNDATIONS, SLABS ON GRADE: 6 bar diameter radius for sizes up to and including No. 8, and 8 bar diameter radius for bars larger Notes: d=rebar diameter. If bars#7 and larger increase length by 1.25. than No.8. See code for negative impact of lightweight concrete and b) Some sections of these specifications may not apply to the scope of work of West Coast Engineers. a) Geotechnical Report. Soils analysis and geotechnical engineering are not a specialty of WCE. benefit due to cover>12" b) Ties. For reinforced concrete beams, walls, columns, pilasters, and any other element wherein the (WCE). Use of these specifications for work outside of WCE's scope shall be at the sole risk of the WCE depends on others for the provision of soils data, which includes but is not limited to: Table 1-Rebar Development Lengths Contractor. allowable bearing capacity, liquefaction potential, slope stability, active and passive lateral main reinforcement bars are enveloped with tie bars (a.k.a. stirrups), the ties shall be bent with the pressures, internal friction angle, and cohesion. WCE strongly recommends that a geotechnical least radius of bend so as to envelop the main rebars without the tie bars cracking or breaking. The 3) LIMITED SCOPE OF WCE'S WORK: report be performed by a qualified geotechnical engineer for all land based construction projects. tie bar ends shall overlap the main bars at least one bar diameter. The diameter of bend shall not 14) CONVENTIONAL WOOD FRAMING: a) The scope of work of West Coast Engineers (WCE) is limited to Lateral and Gravity Analysis be smaller than the diameter of the main bars in contact. b) Foundations, Footings on Soil: General. All footings to bear on undisturbed existing soil, unless a) Material. All sawn framing lumber shall be Douglas Fir - Larch, Number 2 or better, unless (structural concerns only). WCE leaves issues such as thermal / moisture detailing, ingress / otherwise shown in the plans or calculations. All organic and deleterious material beneath the c) Slabs. Slabs on grade that will be subjected to vehicular traffic shall have 6" minimum (thickness) otherwise shown. This material may be either green (moisture content less than 25%), recycled egress, insulation, and fire / life / safety concerns to other design professionals. WCE takes no footings, foundations and slabs to be removed and replaced with granular fill compacted to 95% and thickened edges as described below, unless designed and specified by others. Reinforcement (reclaimed) or conventionally kiln dried (in an approved kiln). Regarding radio frequency vacuum responsibility or liability for items not specifically addressed in the calcs,sketches, or call-outs. relative compaction. Bottom of footings to be below locally prescribed frost zone, not less than 18". shall be #4 centered in the slab, at 16" O.C. each way. Such slabs shall have thickened edges (RFV)dried timbers:the effects of radio frequency vacuum drying on Douglas Fir timbers have yet b) All structural and other matters not shown or addressed in the following calculations and sketches Replace all over-excavated areas with granular material compacted in 8" maximum lifts to 95% consisting of a 12"x 12"minimum monolithic footing with 2 ea.#4 continuous at the top and bottom to be determined. Therefore, use of RFV dried Douglas Fir timbers is at the risk of the Contractor do not form part of the scope of work of WCE. Relative Compaction (RC). All footings are proportioned and designed for 1,500 psf allowable soil of the footing. and/or Owner. bearing pressure, unless other information is supplied by the Owner or Owner's representative. i) Reinforcement for slabs which will not be subjected to vehicular traffic shall be WWF, b) General Construction: Pre-drill all nail holes where required to avoid splitting. Connect all wood c) Structural analysis, design and specifications apply for one structure at the location shown in this 6"x6"x10 a. or #3 at 24" O.C. each way, centered in a 4" slab. As an alternate to this q report only. WCE cannot be held liable for unauthorized reuse of this work at a different location(s). c) Slabs on Grade. Subgrade below slabs shall be similar to the above, except that 92% relative 9 members per these sketches, callouts, and the IBC. compaction is acceptable. A layer of free drainingmaterial and a suitable vapor barrier(designed reinforcing, Forta FERRO structural fiber mesh (or equivalent) may be used per the 4) OWNERSHIP OF THIS REPORT: p y p manufacturer's specific instructions and requirements below. Contact Forta at (800)245-0306 c) Anchor Bolts. Anchor bolts to mud sill, use 5/8" diameter x 10" embedment at 48" OC, with 3" x 3" by others)are recommended for all interior slabs. x 3/16"hea s or Marten Hansen at(360) 650-9038. Note that the maximum slump of concrete having fiber vysteel washers,wrench tight, unless otherwise shown. a) Ownership of this report, all calculations, sketches, and other intellectual information pertaining to Contraction Joints. Contraction joints shall be provided in all slabs at a maximum of 12 feet on mesh is 3". The contractor must install construction joints or saw-cuts per specs above or per d) Built-Up Beams. Built-up beams consisting of dimension lumber(typically 2X stock)are permitted the project shown herein shall remain the sole property of WCE. WCE will furnish copies of this center in each orthogonal direction. Contractor mayuse tooled or 'zip strips'. Light Forta requirements within 12 hours of concreteplacement(sooner if possible). . information to others only with the express permission of the Client. 9 joints p p 9 q p ) in lieu of sawn solid beams only if the 2X's are oriented such that they are not stacked on top of II gage metal-keyed joints are not recommended in slabs subject to vehicular traffic. Slab (1) Minimum fiber mesh requirements: Fiber shall be a synergistic combination of a twisted- each other with the sum of their weak axes resisting load, but are nailed together side-by-side, with b) These calculations, sketches, notes, and specifications are valid only for the project indicated reinforcement shall be continuous across all contraction joints. the sum of their strong herein. These documents are not valid, and shall not be used for any other project. bundle non-fibrillating monofilament and a fibrillating network fiber system. Fiber shall be allowed. axes resisting load. Use 16d face nails at 6" OC staggered into all tributary members. No ii) Expansion(isolation)joints. Expansion(isolation)joints are required where new concrete slabs made of 100%virgin materials in the form of fully-oriented copolymer/ polypropylene. Thesplices 5) COMPLETION OF WCE'S CURRENT SCOPE OF WORK: are poured against existing concrete or masonry, and where shown on the plans. Expansion fiber dosage rate (amount of fiber per cubic yard) shall be as provided by Forta. Fiber e) Pressure Treated Lumber. Use pressure treated lumber in contact with concrete and / or soil. joint material shall be asphalt impregnated fiberboard or similar, 'A inch thick. length shall be 2.25 in. (54 mm). Fibers shall comply with ASTM C-1116 "Standard Selection of all metal connectors shall be per manufacturer recommendation in respect to the a) Submittal of this report to the Client completes the present scope of work and budget of WCE for Specification for Fiber Reinforced Concrete and Shotcrete". this project. All other consultation, design, calculations, sketches, inspection, etc. after submittal of iii) Construction (cold)joints. Where used, the previously placed concrete surface shall be clean possible corrosion by the wood treating chemicals (including nails, bolts, Simpson or other framing this report shall be billed on a time and materials basis at WCE's current fee schedule. and free of laitance. Reinforcing shall be continuous across the joint. Cold joints in slabs d) Welded Wire Fabric. Welded wire fabric (WWF) shall be ASTM A-185. Splice by lapping one connectors, etc.). For more information refer to Simpson Strong Tie 'Wood Construction �`� should be full depth, vertical face, and form a straight-tooled edge. Cold joints constructed in mesh+2"all sides. Connectors'Corrosion Information (page 5). 6) CONSTRUCTION DRAWINGS(PLANS FOR PERMIT&CONSTRUCTION): this manner may also function as contraction joints. Blocking/ Bridging. Provide full depth bridging or blockingat 8' OC max. in joist or rafters without a) WCE recommends that the Designer / Architect submit construction drawings to WCE for review e) Hooks. For 180 degree hooks, provide a minimum of 2-1/2 inches or 4 bar diameters extending 1) Blocking/ plywood p 9 9 and approval prior to construction of the project. Such review and approval of full-sized plans is d) Footing Drains. Footing drains, with washed drain rock extending to within one foot of top of beyond the bend. For 90 degree hooks, provide a minimum of 12 bar diameters extending beyond p ywood diaphragm connection on the top . finished grade, shall be provided at the base of all footings and retaining walls, which will have, the bend. i) Provide solid blocking at all bearing points. beyond WCE's current scope of work. earth placed against them. Footing drains shall be 4" perforated pipe routed downgradient to 7) BASIS OF DESIGN-APPLICABLE CODES: daylight, unless otherwise specified. f) Cover. Provide the following minimum cover: ii) Framed floors which support posts shall be solidly blocked within the floor to positively transfer i) Footings and other unformed surfaces,distance from the bar to earth face...3" posts loads through the floor to the supports beneath. a) This design is based on the IBC, 2015. All construction shall adhere to the minimum requirements of the 2015 International Building Code, unless shown otherwise in this report. Contractor shall be ii) Formed surfaces in direct contact with earth 2" responsible to comply with all OSHA and State Labor and Industries Standards. Contractor 14 722 17 Nelson Strl Specs 4-18-17.doc Page E 722-17 Nelson SW Specs 1-18-17.doc Page B 722.17 Nelson Strl Specs 4-18-17.doc Page C 722-17 Nelson SW Specs 418-17.doc Page D 1520 Parker Way- Suite'G', Mount Vernon,WA 98273 • Tel:(360)424-3409 • wank@wcioasteng.mm 1520 Parker Way - Suite'G',Mount Vernon,WA 98273 • Tel:(360)429 3409 + Fax: (360)424.2063 • wank@wcoasteng.mm 1520 Parker Way- Suite'G',Mount Vernon,WA 98273 • TeL (360)424-3909 • Fax: (360)929.2063 . wank@wcoasteng.mm 1520 Parker Way - Suite'G',Mount Vernon,WA 98273 • Tel:(360)924-3404 • Fax: (360)424-2063 • wank@wcoasten9.com 4 . West Coast Engineers, Inc. G I West Coast Engineers, Inc. H West Coast Engineers, Inc. F 1................... g) Partition Walls. All non-shear wall partition walls on slabs shall be secured with 0.145" diameter will be corrosion resistant. Fastener corrosion protection shall be at minimum per the Simpson substituted with nails of the same shank diameter and same length. Framing (studs) shall be power pins at 12" OC, unless otherwise shown. Shear wall partition walls on slabs shall be manufacturer recommendations. Douglas Fir—Larch species unless otherwise noted in the plans and sketches. connected to the slab with the anchor bolting schedule shown above and herein. d) Holdowns: Where holdowns are shown on the plans, Contractor shall supply the holdown, the e) Plywood Roof. If roof diaphragm is not specified in Plans or Calculations, use 5/8" over non- Provide double joists under all non-bearingpartition walls. Partition walls, which carryloads factory specified anchor bolts, and factory specified bolts, lags, or nails that connect to the vertical blocked supports at 24"OC. Use IBC Case 1 pattern. Nail with 8d(diameter 0.131", 2-1/2"long)at member. Vertical members shall be double 2x, or single 4x material unless otherwise specified and 6" on edges, and 12" in field. Contractor to verify all span ratings. At locations of overframing, from above, shall bear on joists or beams sized to carry said loads. sheathingis assumed to extend to the wall topplates (under overframed roof sections) unless shall be nailed to the sheathing using edge-nailing as called out for that segment of shear wall. h) Stair Framing. All framing and supports for all stair components shall be by others unless shown Doubled vertical members shall be composed of either two full-height studs, or one full-height stud noted otherwise. herein. and one trimmer(of 6' min. length). Doubled 2x members must be nailed together using either 16d f) Floors. All wood floor diaphragms shall be glued and nailed. Use thickness as shown on the i) Beam Supports (Trimmers). All Glu-Lams or Parallam beams shall have (at a minimum) double nails at 3" o.c. or using sheathing edge nailing into both members. Single vertical members shall Plans, but not less than%"T&G. Contractor to verify all span ratings of plywood or OSB (minimum trimmers or a 4X post at each bearing point unless otherwise shown. Sawn beams 6X12 or less be the full height of the wall, unless noted otherwise. Anchor bolts (for hold down attachment), grade DOC PS2). Where otherwise not shown on Plans, nail floor diaphragm using 10d common may use single trimmer at bearing points, larger size sawn beams to use double trimmer or 4X post. All beam supports shall carry down through the structure to the foundation. These supports which are too long to fit in the footing in a vertical orientation, may be bent in a smooth curve to a wire nail (twisted shank type nails recommended)at 6"on edges, 12" in field, non-blocked, per IBC maximum of 90 degrees and extended horizontally within the footing. Horizontal portion of bend Case 1 pattern. shall be blocked through a floor at the minimum with a member of the same size or the same cross must be placed as close to the bottom of the footing as concrete cover requirements will permit. sectional area as the member above the floor. All-thread'may be substituted for long anchor bolts. GENERAL STRUCTURAL NOTES. Bolts. Unless otherwise specified: Use washers on all bolts; tighten all bolts to a verysnugwrench e) Use with Prefabricated Wood Products, i.e. Parallam, TJI, etc.: The Contractor shall verify with the /) p g prefab.wood manufacturer that the specified connectors will work as intended with their product. A. SHEAR WALL CONNECTIONS. Each shear wall must be connected at its top and bottom per the tight condition; use standard bolts; use hooks on all embedded anchor bolts. Unless noted typical structural details shown on pages SK6 — SK20. These details are intended only to show otherwise, the minimum distances shall be as follows: end distance 7D(parallel to grain, where D is f) Default Connector Types. Unless otherwise shown, the following metal plate connectors shall be TYPICAL situations. Due to varying framing methods, not all aspects of each detail will necessarily bolt diameter), bolt spacing 5D, edge distance 1.5D (when loaded parallel to grain), edge distance used. pertain to specific field conditions, however, the bolting, nailing, and connecting schemes must be 4D (for loaded edge, perpendicular to grain), and edge distance 1.5D (for unloaded edge, i) Post caps CC,AC, LCE or equal series followed. If in doubt,contact West Coast Engineers. perpendicular to grain). ii) Post bases CB,ABU series B. WOOD FRAMED WALLS. Wood framed walls intended to act as shear walls are indicated as PWx. i) Minimum distance between edge of bolt and any edge of steel plate(angles, gussets, flanges, Wood framed walls not intended to act as shear walls are not typically labeled and should be standard webs,etc.)shall be one inch. iii) Joist hangers LUS, IUS, ITS series. IBC construction. ii) Engineer shall specifically approve any bolted connection using smaller distances than shown iv) Truss and rafter holdowns H1, H2.5A at each heel to double plate. C. REVISIONS. Any change in a door and/or a window size or location (located in the designated shear above. 16) PREFABRICATED WOOD PRODUCTS: walls) will result a change in the shear wall schedule and/or a change in a type and/or location of a k) Lag Bolts. All lag bolts greater in diameter than 1/4" shall have pilot holes pre-drilled. Size of pilot holdown. hole in threaded portion shall be 70% of the unthreaded shank diameter (or alternatively, 90% of a) I-beam Composite Web / Flange Joist Products. These are as designed by others, unless the root diameter of the threaded portion) unless noted otherwise. Pilot hole diameter of specifically called out herein. The contractor shall install the I-Joist products complete with web unthreaded portion shall be the same diameter as the unthreaded shank. Minimum lag bolt stiffeners and other blocking / bracing as shown on the Plans and / or as recommended by the embedment into main member shall be eight times the bolt diameter, manufacturer. All manufacturer's installation recommendations (bearing, blocking, bracing, hangers, provisions for double joist, etc.)shall be followed. I) Nails. All nails used and specified in drawings and sketches shall be common wire nails unless shown otherwise. Common wire nails may be substituted with nails of the same shank diameter b) PSL's (Parallel Strand Lumber). Where called for, use minimum 2.0E, 2,900 psi minimum I and same length. Minimum embedment into the main supporting framing is 12 times the nail allowable bending stress. These products are specified due primarily to their extremely high diameter, unless noted otherwise. strength values. They must be stored and installed in strict accordance with manufacturer's recommendations. No substitutions are allowed. m) All connection nailing that is not specifically shown in the attached details defaults to the 2015 IBC t Chapter 2304.10 with appropriate table (2304.10.1), and 20151RC fastener schedule for structural c) Glue-Laminated Timbers. Unless otherwise noted, all glu-lam beams shall be 24F-V4 DF/DF members table R602.3(1) and alternate attachment schedule table R602.3(2), stringer requirement industrial appearance grade for simple span and 24F-V8 DF/DF for continuous span, manufactured governs. by an AITC approved fabricator. Note that wane is not permitted for any piece of lumber used for laminations. For laminations that are made from multiple pieces instead of single pieces, edge 15) PRE-FABRICATED FRAMING CONNECTORS: bonding is required. Store and install in accordance with manufacturer's recommendations. If a) Manufacturer: Simpson brand is specified, however any other nationally recognized brand (Silver, visually exposed to interior living space, use Architectural Appearance Grade. Taper, notching, KC, USP, etc.) may be used provided that they are equivalent in their ability to carry all applied and/ or holes are not permitted for any beams unless specifically approved by engineer of record. loads in all orientations. Camber beams per plan or per manufacturer's recommendation (whichever is more stringent), but not less than to 2000 ft radius for beam more than 15ft span. b) Installation: The Contractor shall install all prefabricated items in strict accordance with the d) Plywood or OSB Shear Walls. All plywood on shear walls, except Type PW1, shall have all edges manufacturer's recommendations and requirements (location, exposure, end and edge distances, nails, ... etc.). The load carrying capacity of the prefabricated item cannot be guaranteed if this blocked. All blocking to receive edge nailing. Any exterior wall not specifically shown as a shear provision is not adhered to. wall shall be Type PW1 (7/16" OSB or CDX w/8d nails at 6" OC panel edges, and 12" OC field, unblocked)or PW2. All shear walls shall be positively connected to horizontal diaphragms at their c) Weather Exposure: All connectors exposed to weather conditions or excessive moisture shall be tops and bottoms per the Callouts herein. Plywood structural panels shall conform to the post hot dipped galvanized (ASTM 123 and ASTM A153), coated equivalent to Simpson Z-Max requirements in DOC PS1 or PS2, CDX plywood unless otherwise noted. Store in accordance with (G185, ASTM 653), or stainless steel (stainless steel connectors shall be used with stainless steel the manufacturer's recommendations, and install per IBC (NDS) requirements for shear resisting nails, bolts, and other fasteners). It is the responsibility of the general contractor to ensure that the vertical and horizontal diaphragms. Nails. All nails used and specified in drawings and sketches connector chosen for treated and pressure treated wood, and/or saltwater or chlorine environments shall be common wire nails (ASTM F1667) unless shown otherwise. Common wire nails may be °t 722-17 Nelson Strl Specs 4 18-ll.doc Page F 722-17 Nelson Strl Specs 4-1817.doc Page G 722-17 Nelson Strl Specs 418-17.doc Page H 1520 Parker Way-Suite'G', Mount Vernon,WA 98273.• Tel: (360)92434p4 • Fax: (360)424-2063 • ivank@wmasteng.mm 1520 Parker Way--Suite'G', Mount Vernon,WA 98273 • Tel:(360)4243404 • Fax: (360)124-2063 < ivank@wcoasteng.com 1520 Parker Way- Suite'G', Mount Vernon,WA 98273 • Tel:(360)424-3401 • Fax:(360)4242063 • ivank@wcoasteng.com isa. ` n'i`„ y- �.. ^ ':^ ,k'" *' 4 .r, .: - �d«`s F^e�~i '. 'k.r 4.°`.°i>a`` t.s a x P n r F A'Ac - AA "-..14,_, aF, r^ .6x ' ax 3 n4"aK r "-,, ^ dir ,,.: ,,, . „3 ,, 7 . F,., ,y, W .qq? „ is'r i� #' q Y rt 'f' `f `IE n.A Li A �: ,.F's.r -,e b wrr S.,re r . ems+ ,4'. 2 f " y,P , a +a1' `.'sy t`.1''. 'u F )- P a ",..r` -I 1 , - Y o',P ; S . "§, t k , 3"' i'm;'' • "f, f' t xk ` x r o : P S ' P - . r -'" ,em ' _ y S 5 I sc-c" 0 , 0 0 - I 1" UP FROM THE LOWER FLOOR NOTES : 1) THIS SYSTEM IS DESIGNED PER NFPA 13D. THE PIPE SIZING WAS DETERMINED BY A (2) HEAD HYDRAULIC CALCULATION. } \ 1 " UP TO THE UPPER FLOOR I 2) THE SPRINKLER HEADS ARE GLOBE GL4906 CONCEALED 155' MAX SPACING OF 16' x 16'. cres' Ow/KiN OVYD•• NL? + /<4YY.INIS _. m I yo _�s� _ _ _ T � t0 - = - 10: 0 4 - lr 3) THE PIPE AND FITTINGS ARE 1" CPVC EXCEPT FOR THE 1 1/4" STEEL PIPING ON THE PUMP. _I I.��lL.l�Y1, .: le>Tr wii w2) C� -r DIY i 01-1. r 'i fJ • /z�i�wivvvi jam• " I 1 4) THE SYSTEM IS SUPPLIED BY A 350 GALLON TANK WITH A PUMP THAT DELIVERS 30 GPM 0 43 PSI. l I I '''' ' LINE OF LIVING SPACE ABOVE I I I"J ! J I I 41IM.0 LOSET Iiii l+ ��^A^/ i LxZR �� , I r1 I i 5) THE SPRINKLER SYSTEM IS TO SUPPLY THE WATER TO ALL THE TOILETS. ,. •DM I , !x HEAT FROM ABOVE I e 1 rJ I R , I Ii , DOWN AND TIE INTO THE TOILET A a1 I I ® � i - HEATED AREA JI'S UST PENETRATE I i \ I ' I INTO JOIST POCKET i I I. 2 �� Ne"Gu0 wOO i, i 0 I I I S A. an n IR7�� 0!, / .41.R DRMLi ' C- ,� m Y - • . KIT HE , , f _� ti h. BATT INSULATIONI DI3 �1 u _ _ _ �_- s<e�� BY OTHERS) I� cp._, i I ;I Awrio Ril .. I i I •. • I' .w1 i U 2 . P x ET BRANCHLINE :Ili °sr W1 -� " . "owB . .- Y,�'� J, o -:4 b T'~ 4M.BATH YM_, I 1 . ' x UNHEATED AREA �- F, o ,� .I g L `I y .-' I ice z o .,. _ 1-'� .x'.-I, 3'O ,ao pwmp/ (I 1 .� ! I ./`II_ II , • r, K1 to GARAGE INSULATION DETAIL Ii , - Ih •, " '� • I I� '' _ , ; I I ALCOVE ,�II ,��. -�0 1 N xy <I�C LSs4l\ '� '_ /�/1 Z� - _ _- -mot T -- - II 01 DININ 'y 01 UTILITY R l ITir 1 s- ^ —�- t� I 3-. I .� L� I O WI TF . a J I ', ( I I I 'y snt., Eicy qDI° k _ I - , I N Igo I' I 31il • Ia• e-- -- — w ) 1 I 4i , $ , ' 1.1 OPEN "0 ' ' I CI \ 1 IQ ^ -' . LI II. , L }� ' + � 1 ,I -• I 1 I Z OPAWrosssoN/� I O ;• • SEE THE TANK AND PUMP DETAIL ;! ? I Il 'I ;I --$. I I" S -PO- I , 1 _... _ ; �t 1" UP FROM THE LOWER FLOOR a1 I! 1 j I II - 1 I 1 ° I 1 u , I ' :t I p I I: ♦ C ' 1 N I, • I I i -J3 ` ; hi I I t 41 f( I 1 . I° LIVING RN ` . t . _— III, FiLFLR6L/5.O1 " UP TO THE UPPER FLOOR :)AS ! fiS ; Ii : n .NT: � 'j °u zp " • 1I / Y1I a'aI T j. I • 1d '� 11 . I _-�'" 1 1 vol A.I _;LI I1 S2 cm Pi �- 1' � i rif /,'/ 'WI • J '! -®— _ < al i P•a I l l r. " J �-o• u.' p ...-- — .I_ • 1 "'Y" 1,..a, .' Y . mTi.. r, 2 , ..4 _ ;_m`--- _ ' _"'"'III V�# f, i. 1. au. in .j I' cc4r Prnc ?� r l\ 1 i. I I �ATHRM. ��' ' E 1 " DOWN AND TIE INTO THE TOILET �2r_ g' • I .-. _- 1-- I 5 UDY TV RM. / - o\ / I ‘T.. I/ .,, I ! C. .' I e i '- _ w +_�.��...�- I 'I I II .CLOSET C 6' _.id *� gI Ips I _ Iv I- I,.�ixv`xiiv�<.aa Imo .. I + a I rr i _ .� «,alai :6" " 2cosfifrar IeN11� IV�>E- HORN STROBE TIED INTO THE FLOW SWITCH semc rs _ i -'w6- ON THE TANK/PUMP ASSEMBLY. ^ 1 DOWN AND TIE IN. 0 THE TOILET; I SCW,R/GNP• I / \ • LONAST T6 I .en is sEuae ' I 2 I �. E NN g;cove.RET WALL &AAA O U ` � e jB C; IQ , , SOWER RLOCR v » � P FLOOR SCALE: 1 /8 —1 0 SCALE: 1 /8"=1 '-0" NOTE: HEAT FROM BATT BELOW CEILING MUST INSULATION BE ABLE TO GET (BY OTHERS) TO SPRINKLER PIPE BRANCHLIN CEILING NO INSULATION UNDER THE PIPE CITY OF ANACOR7ES SPRINKLE F�RE MdQRs�s-ll. HEAD ATTIC DETAIL APPROVED PLANS O I Q (� Q PERMIT#1: /7Z .I_ ; f � i ADDRESS: :fr:VVITH04/UlTAU:TFIC" t �IRAPI APIiROVEDBY.I CanrnonSUBJECT TO FIEL �n�d1s �_� _- , SHALL ECTICN, ROVEDPLANS- €i NOTBE AL ERv°rtledI I�i - I ORIZATION- Support and R..4oint --� ; . "'�. StabOlu°Ha,E Rtalraint DA�C 'I HEORM r_ _ f it ll9 — ""--� II I I, �-�_`` HOME HYDRANT OFFSET PWE FSTSP NFPA-13D Packaged Residential Fire Pump&Tank W g 1 11.. # r . r , HH3-150C `�� a„_,A1e,�, ! I /- v \ MrAfNNNTOM•TAT[I ! 40GPM @ 40PSII _ ® cawnwr46 8 4 sa"V'RNI LN/N4 RM : I 9I 'I I` FIRE MOTK'TION fMIMKLSR*YITUM$ ------LLL111��' . i 1�-__._— I 'i I j •7 i� ;-� I._ "'` Michael Balsley ` 350 Gallon Water Tank I , ® liliM "M�"'-^ I I I I I II 1 I 1®Tank Drain%"(GHT) , I'. / n_ 2437 CG LEVEL 3 �A 1 I - I11 _ - I ®Overflow Fitting1"(NPT) ,, I _.._._{� '� Inc.,v C. ,� Adva r action, SINGLE FASTENER ; ' I , - I Q3 Auto-Fill Valve awc q CPC PIPE STRAP '...-....-.... . _ _— 3. 1bal.wod "-T±ft: ffl? !;fEP: 15HP Elti Mt" I 1 240 Volt Single-Phase ® ®��• n,,� 4C4n9 8.1 Amp(Full Load) 1 -® GLOBE MODEL GL4906 /•� .:4. 1 Y4"Discharge(NPT) � .� \.« Smart Riser Control System1 --tj /1\ REVISED: FOR FIRE MARSHAL _ S REVIEW. 3-21 -18 DOUBLE FASTENER 76 i1' ' DOUBLE PIPE STRAP ®Isolation Ball Valve COVERAGE AREA MIN FLOW MIN PRESSURE CPV NOMINAL PIPE SIZE MAX HANGER WAGING ©Test Line/System Drain --® 20'z20' 20 18.7 3 4• s 1/2' ©Pressure Gau eSwitch er- 1e'x1e' 17 12.0 /� 1 REVISED: SUPPLY WITH TANK 2-8-1 1 1/a e 1/z' ®Flow Switch g /1\ -- 16'x16' 13 7.0 Ii N 1 i/2 T �_�� Y 14'x14' 13 7.0 �i 1 r 09 Discharge Check Valve Mdp NOTE: A HANGER MUST f€ WITHIN 6' OF EA DROP Suction Shut-off Valve 1Yz12' 13 7.0 MA 2 6 2018 R SCALE: 1 /8"=1'-0" 19LI Performance .nU.,�.,o. .Wm,,.,,, ap,...I.,,..a„�_. SPRINKLERS !�'oFANACORT- GPM 0 20 25 30 35 40 45 UPRIGHT DVANCED PSI 47 45 44 43 41 40 39GLOBE GL4906 FIRE PROTECTION INC. -- -- ---_--_ __- PENDENT 26, r ---_.--_- -- _.- - - _ WIrrALED Pbon4: 4zs-483-ses7 Fox: - 4Z5-483=SD7T-PD: - - m min SIDEWALL JOB: NELSON/DOWD RESIDENCE BY116 DRY SIDEWALL ► 1 GCHR LOBE EE�VE4i SKIRT 4603 ANACO BEACH ROAD GLOaE GL5635 'AT ANACORTES, WA. 98221 DATE +-+a-+ T A \ A \ VDETAIL DRY PENDENT @ 2 CHR SLEEVE t SKIRT SCALE NOTED 2' 4' 6' 8' 10' 12' 14' 16' 18' NTS PIPING PLAN & DETAILS WC5088 1 OF 1 I 1 4 City of Anacortes Invoice/Permit#: BLD-2017-0396 904 6th Street "'"' P.O.Box 547 Applied date: 07/3112017 Issue date: 08/02/2017 Anacortes, WA 98221-0547 Expire date: 07/28/2018 „4 (360) 293-1901 Job Address: 4603 ANACO BEACH RD Permit Type: Demolition Permit ANACORTES WA 98221-8708 Project: APN: P61819 Remarks: Demo a single family residence to be replaced in the future by a new one Owner: NELSON STEVEN F Contractor: LAUTS INC Address: 4603 ANACO BEACH RD Address: 13084 BALL RD ANACORTES WA 98221-8708 MOUNT VERNON WA 98273-8201 Phone: Phone: (360)757-4000 License#: LAUTSI*93105 General Information: Fees: Dwelling Units 1 Total Calculated: Adjustments: Deposits/Receipts: Total Due: 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 PR VISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUC ION OR THE PERFORMANCE OF CONSTRUCTION. j SIG AT R OF OWN AU HORIZED AGENT ISSUED BY I I �`+� PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT /!� � DEMOLITION PERMIT APPLICATION �h�A� Mailing Address:P.O. Box 547,Anacortes, WA 98221 ,9r Office Location: 904 6th Street, Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360) 293-1938 PLEASE REFER TO THE DEMOLITION PERMIT CHECKLIST FOR SUBMITTAL REQUIREMENTS BUILDING DEMOLITION [ UNDERGROUND TANK REMOVAL/DECOMMISSIONING ❑ PROJECT APDRESS(Street,Suite#): Parcel(s)#: 411D3 .0Y4 AU) A/Z-4 /ZeaJ P 6/ i / Subdivision/Lot#: 404G41 l3g/ic1 #7 1 APPLICANT: 1 Phone: Fax: ikVe. /uo150.1 5120-- 3- 7,9 3 ci Address(Street, City,State,Lip): E-Mail Address: ,z 1( 0 reelort. 14-v t, .5.ie v-e',Get ski fat5 epalloek.6_0,4. PROPERTY OWNER: Phone: Fax: j"feve._ )ebd.1 / 7 r� t)dw4 3IaO— �' 333-739 Address(Street, City State,Zip): E-Mail Address: CONTACT PERSON: Phone: Fax: steVe— /4).e15,0. ) I Address(Street,City,State,Zip): E-Mail Address: CONTRACTOR:* Phone: Fax: tte,c /ler & IL h 7---J. ba--7-7>"--Li 0 oo Address(Street;City,State,Zip): E-Mail Address Contractor's License# Exp.Date: *All Contractors&subcontractors must have a valid City of T'TI?Ea- ®3UL3 Anacortes business license prior to doing work in the City. Business License#: Exp.Date: Contact the City's Finance Department at(360)299-1968. PROPOSED WORK: p c yki 0 c7-[- <i'.-.el le 4,4 .-r►1. Ic/ (-e 5;G riCC. UTILITY DISCONNECTION: Water Department Yes E No 0 Electricity Yes Er"No ❑ Gas Yes E'er No 0 Cable TV Yes Er- No 0 I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete, and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: 1/e.- -1 6 n Owner L 'Agent 0 (specify): Signature: t ,., Date: ,- C-- 2131 Page 1 of 3 PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT Art. DEMOLITION PERMIT CHECKLIST Mailing Address:P.O. Box 547, Anacortes, WA 98221 Tivi Office Location: 904 6th Street,Anacortes WA 98821 ....,- -y Phone: (360) 293-1901, Fax: (360) 293-1938 / BUILDING DEMOLITION: RESIDENTIAL Er COMMERCIAL ❑ TYPE OF STRUCTURE TO BE DEMOLISHED: tot r£j i z7cc �METHOD OF DISPOSAL: [ left L l 1 FLOOR AREA OF STRUCTURE TO BE DEMOLISHED: tO D S,t- HAVE YOU NOTIFIED THE NORTHWEST CLEAN AIR AGENCY(NWCAA)10 WORKING DAYS OR MORE BEFORE BEGINNING DEMOLITION-(360)428-1617 Yes [i]— No ❑ CRITICAL AREAS ON PROPERTY? Yes 0 No UV UNDERGROUND TANK REMOVAL/DECOMMISSIONING: METHOD OF TANK ABANDONMENT: Removal 0 Number of Gallons: Fill in Place 0 Fill Material: (Fill in place only permitted if you can't remove the tank and if approved first by the Fire Marshal) PERMIT TYPE: n > do d ?r,' Q CD SUBMITTAL REQUIREMENTS: 2 5 1 g. a z n The number indicates the number of ° 2 ° C `A w q F. 7� ,, copies for submittal(if applicable). o a w oAll P m 1. Demolition Permit Application 1 1 1 Site Plan 1 1 1 Pedestrian Safety Plan l Asbestos Survey—Prepared by a Washington State Certified Asbestos 1 1 Abatement Contractor Provide Proof of NWCAA Demolition Permit Approval' l I 1. Contact the Northwest Clean Air Agency(NWCAA)at(360)428-1617 or online at http://nwcleanairwa.gov for a demolition permit and a list of WA State Certified Asbestos Abatement Contractors if needed. Page 2 of 3 FOR OFFICE USE ONLY: FIRE DEPT.APPROVAL: I DALE,: 7 � ? r // POLICE DEPT.APPROVAL: /0/G�l DATE: PUBLIC WORKS DEPT.APPROVAL: C IP DATE:1/7/// 7 MUSEUM APPROVAL: 40. DATE: C7/ /p 7 BUILDING DEPT.APPROVAL:_[C% /t-�,r1 DATE: 7 k Page 3 of 3 . . . . . • . . . ; • - • . . . • •• . . . . . -ri,2 c.4_2 - '77,/.. / 'Xt 'dc/i...-./. °A-D 00 g —-4/7.7./ 'X‘•:-/-cieJ /6b' - —• ' 1- _ =-- = ====- , / A1- -c/- - "N It \ - •- .5:7A•7li•---v•y•••-,•y-_--y--7-7,g--a-Z-..4•—/••••X-x-_•-g••-. ---- . . . 1 • '1 '1 - i I • - I I t. • ! I I. 11. ,,.' 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Anacortes, WA 98221 (360) 333-7839 Dear Mr.Nelson: This letter and the attached documentation will comprise the Asbestos Inspection Report for a single family residential building located at 4603 Anaco Beach Road in Anacortes, WA. This is a single story home built in 1952. On March 10, 2017 I personally conducted an inspection of the above mentioned property for the specific purpose of identifying the presence or absence of asbestos- containing building materials. In addition to conducting a visual assessment to identify any suspect materials, any materials viewed that have historically been found to contain more than one percent asbestos were sampled and those samples were delivered to an accredited laboratory by U.S. Mail for analysis by Polarized Light Microscopy(PLM). Samples collected included the following: Sample# Material Location Asbestos % SN-001a Wallboard Through-out 2% SN-001b Wallboard Through-out NT SN-002a 9"Floor Tile Bath& Closet ND SN-002b 9"Floor Tile Bath& Closet ND SN-003a Roofing' Exterior ND SN-003b Roofing' Exterior ND SN-004a Roofing2 Exterior ND SN-004b Roofing2 Exterior ND SN-005a Skim Coat on Ceiling Ceilings ND SN-005b Skim Coat on Ceiling Ceilings ND Summary of Asbestos-Containing Materials (more than 1%): Only those materials shown in bold text contain more than 1%Asbestos. ' Old roofing 2 New roofing 3 See Point Count results...this material is denied as `asbestos-containing material'. ND indicates `Non-Detect'. NT indicates 'Not Tested' Conclusion: While the Wallboard (textured paint layer) initially tested positive at 2%,Point Counting revealed objective findings of 0.25% and 0.0%. Point Count results always prevail,if different from the initial PLM results. No materials were found to contain more than one percent asbestos. Any building materials found to contain more than one percent asbestos are considered `Asbestos-containing materials' in accordance with Title 40 Code of Federal Regulations (40 CFR), Subpart M, Section 61.141 and typically must be removed from a structure prior to any demolition, renovation or remodeling that would disturb those materials. Laboratory reports and Inspector Accreditation attached. It is understood that the purpose of this inspection was to identify asbestos-containing materials, if any,prior to planned demolition of this single family residence. This will conclude the Asbestos Inspection Report for the single family residence located at 4603 Anaco Beach Road in Anacortes, WA. Sincerely, Robert H. Welch, AHERA Building Inspector 4017 Ridge Way Mt.Vernon,WA 98273 (360)333-7500 rhwelch05(a,gmail.com SEATTLE ASBESTOS T . T Seattle Laboratory:4800 9th Ave.NE,Suite 300,Seattle,WA 98105,Tel:206.533.11111,Fax:208.833.4747,N1rtAP Lab Code:201057-o ANALYTICAL LABORATORY REPORT PLM by Method EPA/600/R-93/116 Attn.; Mr. Robert Welch Client: R. H.Welch,Inc. Address; 40.17 Ridge Way, Mt.Vernon,WA 98273 Job#: Steve Nelson Batcht3: 201710238 Date Received: 3113/2017 Samples Rec'd: 1() Date Analyzed: 3/1412t117 Samples Analyzed: 9 Project Loc.: 4603 Anaco Beach Rd. Anacortes,WA 98221 Analyzed by:wC sic an,g Reviewed by: Steve(Fanyao)Zhang,President Lab ID Client Sample)b Layer Description Ye Asbestos Fibers Non-fibrous Components ` % Non-asbestos Fibers Trace white 1 powdery material 2 Chrysotile Binder/filler, Paint 3 Cellulose 1 SN-00l a _ with paint 2 White chalky None Binder/filler, Cellulose material with paper detected Gypsum/binder 2 SN-001 b Sample not analyzed Beige rubbery None Rubber/binder 2 Cellulose material detected None 3 SN-002a 2 Clear mastic detected !Mastic/binder 3 Cellulose 3 Trace brown wood None Wood aggregates 4 Cellulose block detected Beige rubbery None Rubber/binder 2 Cellulose material detected None „� 4 SN-002b 2 Clear mastic detected Mastic/binder 2 Cellulose 3 Trace brown wood None Wood aggregates 3 Cellulose block detected 4 Silver paint None Paint, Filler 4 Cellulose detected . 2 Black asphaltic None Asphalt/binder 3 Cellulose material detected 5 SN-003a Black asphaltic None Asphalt/binder, 3 material with 26 Cellulose detectedBinder/filler fibrous material _ 4 Black asphaltic None Asphalt/binder 5 Cellulose material detected fi Silver paint None Paint, Filler 3 Cellulose detected 2 Black asphaltic None Asphalt/birnder 4 Cellulose material detected 6 SN-003b Black asphaltic 3 material with Dane Asphalt/binder, 26 Cellulose fibrous material detected Finder/filler J T Black asphaltic None 4 Asphalt/binder 3 Cellulose material detected 1Black asphaltic None Asphalt/binder, 23 Glass fibers material with sand detected Sand 1 7 SN-004a Black asphaltic None Asphalt/binder, 2 material with detected Binder/filler 24 Cellulose V fibrous material 1 Black asphaltic None Asphalt/binder, 21 Glass fibers material with sand detected Sand 8 SN-004b Black asphaltic None Asphalt/binder, 2 material with detected Binder/filler F 26 Cellulose fibrous material 1 SEAT T LE ASBESTOS TEST Seattle Laboratory:4500 9th Ave.NE.Suite 300,Seattle,WA 98105,Tel:206.633.1111,Fax:208,833.4747,NVLAP Lab Code:201057-0 ANALYTICAL LABORATORY REPORT PLM by Method EPA/600/R-93/116 Atte.: Mr. Robert Welch client: R. H.Welch, inc. Address: 4017 Ridge Way, Mt. Vernon,WA 98273 Job#: Steve Nelson Batchtr: 201710238 Date Received: 3/13/2017 Samples Rec'd: 10 Date Analyzed: 3/14/2017 Samples Analyzed: 9 Protect Loc.: 4603 Anaco Beach Rd.- Anacortes,WA 98221 Analyzed by: Cassi uang Reviewed by: Steve(Fanyao)Znang,President Lab lD Client Sample ID Layer Description ele Asbestos Fibers Non-fibrous Components a Non-asbestos Fibers Trace white None 1 powdery material detected Filler, Binder, Paint 3 Cellulose 9 SN-005a with paint Trace light None 2 green powdery detected Filler, Binder, Paint 2 Cellulose material with paint Trace white None 1 powdery material detected Filler, Binder, Paint 4 Cellulose 10 SN-005b with paint Trace light green None 2 powdery material detected Filler, Binder, Paint 3 Cellulose with paint 2 SEATTLE ASBESTOS TEST NVLAP Accreditation Lab Codes,200768 and 200876 19701 Scriber Lake Road.Suite 103,Lynnwood,WA 98036,Tel:425.673.9850, Fax:425.673.9810 12727 Northup Way, Suite 1, Bellevue,WA 98005,Tel:425.861.1111, Fax:425,861.1118 Webs[te:www.seattleasbestostest.corn, Email:adrnin@seattleasbestostest.corn PLM by Point Count (400 points) Client Job#: Steve Nelson Attention: Mr. Robert Welch Laboratory Batch#: 201710275 Client: R. H.Welch, Inc. Date Received: 3/14/2017 Address: 4017 Ridge Way, Mt. Vernon, WA 98273 Samples Received: 2 Date Analyzed: 3/15/2017 Project: 4603 Anaco Beach Rd. -Anacortes,WA 98221 Sample Requested for Paint Count SNM001a Previous Analytical Informaijon Previously Analyzed by: Cassie Huang Previous Batch#: 2017/0238 Previous Lab ID: 1 Previous Description: Trace white powdery material with paint Layer to be Point Counted: 1 Asbestos Type Found: Chrysotile Asbestos Percentage Found: 2 Point Count Analytical Procedures New Lab ID: 1 Asbestos Points Non-Asbestos Points Total Points Counted Slide 1 + 50 50 Slide 2 ! 50 50 Slide 3 1 49 50 It ! ! 50 t ! 50! 50Total 1 399 400 Point Count Summary Results Type of Asbestos: Chrysotile Percentage of Asbestos: 0.25% Analyzed By: Cassie Huang Reviewed by: Steve Zhang, President I SEATTLE ASBESTOS TEST NVLAP Accreditation Lab Codes;200768 and 200876 19701 Scriber Lake Road, Suite 103, Lynnwood,WA 98036,Te1:425.673.9850, Fax:425.673.9810 12727 Northup Way,Suite 1, Bellevue,WA 98005, Te1:425.861.1111, Fax:425.861,1118 Website:www,seaftteasbestostest,com, Email:admin@seattleasbestostest.comn PLM by Point Count (400 points) Client Job#: Steve Nelson Attention: Mr. Robert Welch Laboratory Batch*: 201710275 Client: R. H.Welch, inc. Date Received: 3/14/2017 Address: 4017 Ridge Way, Mt.Vernon, WA 98273 Samples Received: 2 Date Analyzed: 3/15/2017 Project: 4603 Anaco Beach Rd. -Anacortes,WA 98221 Sample l quested for Point Count SN-001 b Previous Analytical Information Previously Analyzed by: Cassie Huang Previous Batch #: 20 1710238 Previous Lab ID: 2 Previous Description: No asbestos detected in this sample Layer to be Point Counted: Asbestos Type Found: Asbestos Percentage Found: 0 Point Count Analytical Procedures New Lab ID: 2 Asbestos Points Non-Asbestos Points Total Points Counted Slide 1 0 50 50 Slide 2 0 50 50 -` Slide 3 0 50 50 Slide 4 0 50 50 Slide 5 0 50 50 Slide 6 0 50 50 Slide 7 0 50 50 Slide 8 0 50 50 Total 0 400 400 Point Count Summary Results Type of Asbestos: Percentage of Asbestos: 0% Analyzed By: Ca ie Huang Reviewed by: Steve Zhang, President 2 01123S • R. H. Welch Asbestos Inspection Data Sheet Client: S1 1 Phone: _232 Address: k, -A-vlatz,v4 ± LOA cj Inspector: A LA.3e,i Date: .3-/0-f Cert. Expiration Date: Building Address: L(603 vctgNACL jiL-ADA21213.- Res: tv"-Com: Pub: Ind: Other: DemoTL7 Renov: Remod: Other: Year Const: 1(45-1,,--- Prey. Insp.: _ Material Category F/ Cond. Location Quantity Sample ACM Description TSI-SM-M NF CA.4.11 boar dAJL F Fy TK4u.tsw- Oto‘ a.:120Lb_ 4 5 Pk " " C.-tinst SP1-0021 Fai ,/;•"" A.04-11Ati N rnak_A ttr- S/Y- OCibt -06qh SkI C:0-0.1 M IYF _IDLierd e:11vta, Sti-0 os tfv, cled!t tei* I. ‘.,t I _Sr-Oa h Legend: FT: Floor Tile ACT: Popcorn' CAB: Cement Board CT: Ceiling Tile AC: Air Cell Boiler Ins. PI: Pipe Ins. FP: Fire Proofing FM: Floor Mastic R: Roofing VS: Vinyl Sheeting JC: Joint Compound G: Gasket WIR: Wallboard M: Mortar WE: Wallboard P: Piaster SC: Soft Concrete CAP: Cement Pipe WP: Window Putty FB: Fire Brick DW: Duct Wrap CM: Carpet Mastic CBM: Cove Mastic 4017 Ridge Way Mt Vernon,WA 98273 (360)333-7500 rwelehAfidalgo.net y Vae/i 01,1 6akitt—LIAJZ-64 rail) 2/[31 r z.I 1,te„) ,LA h 77 I 3 t* / 1� 7ty , :1k. ""`.ter go- Wit 1'),S 11 :t} ri Tiit. i{ir1 1 Y , r ki Yet:. • "r r.,•,• • i 5 ,i• ) • ..'ir.tb 3 Irli 4.4.• I4. Ate • 1 1 t r q ,. 1� 11 it i� r�l^'' ';" ' -' • J• f' r,.. r ol, 1 iY J" L� J r t' i t "I IY rll Y' ( Ira M1 9 17,Ptl/t\/'i{r / 1( ' r ,h e 1 . . - 1 n.. ..r... . " \ „'t • :., . fi . ,�. . 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' `, � di : V r 1 4vi 1 �.. /.fit 1 C . rrt •y )rye, G�, 'M it i r .Y.y i, �r., i+ .�j" 1 ,f t,` ..: r, I <S • a 1 Ir ," • r r ,- vd1 .w7 4i la ,�, c .�La,,l_ r � £i .t1t `Y{ , 5 t J k tXil!� ,::s ' 1' t' e? aJ.i'fl .'ka"1q1i / r ' . `. �,,yY ,S afljf ,'(;'G,r ( �t t .. " .4�1 (tmYi. =.`�;'/• .`!>/'�,.+117i: } t• 19y1 .141 ( V1A i! I. et vnlni ,Ii d - , ,..1 ,f r . TY ,'. . Nelson, Steve F SOPUS-DMW/424 From: Steve Nelson <Steve.Cassius@outlook.com> Sent: Saturday, July 29, 2017 4:57 PM To: Nelson, Steve F SOPUS-DMW/424 Subject: Fwd: NWCAA Notification of Demolition Sent from my iPhone Begin forwarded message: From: noreply@formstack.com Date: May 19, 2017 at 4:30:23 PM PDT To: steve.cassius@outlook.com Subject: NWCAA Notification of Demolition Reply-To: noreply@formstack.com I Formstack Formstack Submission for form NWCAA Notification of Demolition Submitted at 05/19/17 4:30 PM NWCAA case no. (Take this number to the permitting authority as proof 17-217 of compliance with NWCAA demolition regulations.): Date and time: May 19, 2017 08:45 AM Payment information: $52 05416D Estimated demolition date: Jun 15, 2017 Site address: 4603 Anaco Beach Road Anacortes, WA 98221 Facility description or building name: Single Family Resident County of site address: Skagit Permitting authority: City Will a licensed contractor perform the demolition for you?: Yes Demolition contractor: Lautenbach State license number: TTRECI*030L3 City: Mount Vernon ZIP: 98273 Contact person (if different than contractor listed above): 1 Phone number: (360) 757-4000 Property owner: Steve Nelson Property owner email: steve.cassius@outlook.com Property owner address: 2211 Oregon Ave Anacortes, WA 98221 Contact person: Steve Nelson Phone number: (360) 333-7839 Is asbestos present?: No Has an asbestos survey been conducted?: Yes Comment: AHERA asbestos inspector name: Robert H. Welch AHERA asbestos inspector certification number: RHW-BIR-16-090 Please attach your asbestos survey or summary page: View File Asbestos removal contractor name: Building services/permitting contact: Name of person completing this form: Steve Nelson Email: steve.cassius@outlook.com Phone number: (360) 333-7839 Is this an emergency -(exempt from waiting period, additional fee No applies): Briefly explain why this is an emergency:: 2017 FEES: Fees, check all that apply:: $52 Demolition only fee- no asbestos present Total due: 52 I CERTIFY THAT THE INFORMATION CONTAINED IN THIS I agree NOTIFICATION AND ANY SUPPLEMENTAL INFORMATION PROVIDED IS, TO THE BEST OF MY KNOWLEDGE, ACCURATE AND COMPLETE.: Terms I Privacy Copyright©2017 Formstack, LLC.All rights reserved. This is a customer service email. Formstack, LLC 8604 Allisonville Rd. Suite 300 Indianapolis, IN 46250 2 ENGINEERING Job '4I * �AD 0 STEVEN LANGE, P.M. Title P.O.BOX 547 .-' ANACORTES,WA 98221 Calculated by STEVEN LANGE DATE r " ` w40 Cell:(360)661 3468 �01% E-mail:stevel@cityofanacortes.org Checked by DATE FAX(360)293-1938 44 ff Sheet 1 of l SCALE .r17- r--r-7/>-- C: CY1 o 4 -I 1 =I . smyr V3soicie. gzz..0 NieT>t 0 "act 1-1 CzxykrtieTev, . a}a i • 4` • ANACORTES PUBLIC WORKS DEPARTMENT a Y Steven Lange, Project Manager - P.O.BOX 547,ANACORTES,WA 98221 PI-1(360)293-1920 '`rr W E-MAIL:stevei@cityofanacortes.org FAX(360)293-1938 'le o % Memo Date: December 19, 2016 To: Kevin Cricchio, Senior Planning Associate From: Steven Lange Subject: Proposed New Residential Home at 4603 Anaco Beach Road(P61819) cc: Eric Shjarback, Fred Buckenmeyer, Don Measamer, Paul Ingals The Engineering Department has reviewed the submitted documents for a proposed 2- lot Boundary Line Adjustment. Below are the following comments and or recommendations. It is understood that these comments and recommendations are based on the submitted 11x17 sketch as shown as an attachment. Zoning: • This property is located within the R2 Zone. Subdivision Type: • Existing Parcel of record. Critical Areas: A Contact the Planning Department regarding Critical Areas requirements. Permits: • Right-of-Way Permit for work being performed Inside and Outside the Traveled Way. Contact Jim Baldwin, Public Works Inspector, at 360.661.3547. , • Contact the City of Anacortes Planning Department for additional permitting requirements such as SEPA, Grade and Fill permits, Conditional Use, Building, etc. City of Anacortes Development Standards: • The 2011 Development Standards can be found on-line at +,vww,cityofanacortes,org. If the Engineer of Record needs any COA Standard Details in AutoCAD format, they can email me at stevel(acityofanacortes-erg and request a CD. This CD will be mailed to a provided address. iA_•• • Water • Wastewater • Streets • Storm Drainage ® Engineering D Solid Wastes • Transportation•Equipment • Capital Projects • Development Services 9 V S• Sewer: • For additional Sewer information and design criteria, see the 2011 EDS Standards, Chapter 5— Sanitary Sewer. • Sewer exists to the existing home. • Is there an easement in place for the sanitary sewer force main to Anaco Beach Road? Storm: • For additional Storm information and design criteria, see the 2011 EDS Standards, Chapter 4— Storm Drainage. • This project is currently under the 2005 Department of Ecology Manual. As of January 1, 2017, the project will be under the 2012\14 Department of Ecology Manual. Traffic: • Pedestrian facilities are required based on the attached drawing. • Provide a Traffic Control Plan (Current MUTCD Manual) prior to any construction taking place for acceptance by the City of Anacortes City Engineer. n Street Lighting is not required for this proposal. Street: (Anaco Beach Road) • For additional Street information and design criteria, see the 2011 EDS Standards, Chapter 3—Street. • Per AMC 15.20.030-All improvements required shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. ■ Per AMC 16.32, the Residential Access Right-of-Way Width is 50-feet. This project is not required to dedicate any additional Right-of-Way. • Per the Anacortes Municipal Code, Chapter 15.20.040—Public Streets, Alleys and Storm Sewer System improvements, sidewalk, curb and gutter improvements will be required along the frontage of Anaco Beach Road. • Street Trees: Contact Jonn Lunsford @ 360.299.1953, Parks Department for a list of City approved Street Trees. See EDS Standards, Chapter 3— Streets, Section STR-18.2 regarding Street Trees and Root Barrier requirements. Garbage: a Sanitation and recycle pick up will be at curb side. Water: For additional Water information and design criteria, see the 2011 EDS Standards, Chapter 6-,Water. • Water exists to the existing home. joyik ® Water • Wastewater • Streets • Storm Drainage • Engineering • So Waste lid• Transportation®Equipment • Capital Projects • Development Services Fire Coverage: • The project does not have fire coverage. • Contact Jack Kennedy, Assistant Fire Chief © 360.293.1925 for fire coverage requirements. Utility Companies: • See Anacortes Municipal Code, Section 16.20.080— Utilities for required Franchised Utilities as well as City of Anacortes Utilities. ▪ All franchised utilities shall be underground. Fees: ▪ See the Planning and Building Department for fees related to building permits. • Per AMC 15.24.010 this project is subject to Engineering Fees for Plan Review and Construction Inspection. Other: • For Landscaping and Landscape requirements, see Planning Department. ▪ Mail Boxes (See Chapter 3--Streets, Section STR-19): For Mailbox Locations, coordinate location, type and size with the Anacortes Post Master. The access and areas around the mailboxes need to meet ADA requirements. • Encroachments (See Chapter 3 —Streets, Section STR-18.3): Prior to any placement of any barricades, material, earth, gravel, rock, debris or any other material or thing over, under or upon the Public Right-of-Way or easement, an Encroachment Agreement shall be obtain from the City of Anacortes. See the Anacortes Municipal Code, Section 12.30 for additional information regarding the Encroachment Agreement and processes. Contact Russ Pittis at 360.661.3460 regarding questions or to obtain an agreement. • For addressing information, contact Rob Hoxie (GIS Coordinator) at 360.293.1920, extension 233. • Improvements shall be designed by a Professional Engineer, licensed in the State of Washington. • Improvements are subject to a 2-year Maintenance Bond in the amount of 10% of the actual construction costs. • Contractor shall be licensed by the State of Washington and hold a City of Anacortes Business License. Thanks, Steven Lange ert.. e • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste ` • Transportation•Equipment • Capital Projects • Development Services itAwP. tY 1 - /f/ 3 vr� • a° /1/1 . f r ti�at ti' 80 tzaw c ac� car 14 if // 1 / /r, i // 1 // - *`-_`\sf , 75 4; 1- 'g"u a /.`r /j// // ' / / 4`617 //J /i` f,�� - Ls { ; <� /J J/ / // / / \\ f r/ / I .. ~ % / / ,/:" 4609 :, ` .J /" . 40\ .. 14(1 I / / f• /,/ „lc ,C� f,/ r,} ' �/// cr�''7/y,n r.• ",r / Syr• !�JJ}�/C�,- y C // //i/ • ,.�,/f "-�.-��-,-.a / ,- --\ ,<„ moo- �7, G3' /''. (// , , 4607'.‘ ''''. ... \ 77::'-:::;1;ei cl' s I---/// / //pump f •;. , / 1 .9- ;;;;;;,+.'.. /e/ / at�/ / /////^. / N., ..... / // „:.... 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Title P.O.BOX 547 .-' ANACORTES,WA 98221 Calculated by STEVEN LANGE DATE r " ` w40 Cell:(360)661 3468 �01% E-mail:stevel@cityofanacortes.org Checked by DATE FAX(360)293-1938 44 ff Sheet 1 of l SCALE .r17- r--r-7/>-- C: CY1 o 4 -I 1 =I . smyr V3soicie. gzz..0 NieT>t 0 "act 1-1 CzxykrtieTev, . a}a i • 4` • ANACORTES PUBLIC WORKS DEPARTMENT a Y Steven Lange, Project Manager - P.O.BOX 547,ANACORTES,WA 98221 PI-1(360)293-1920 '`rr W E-MAIL:stevei@cityofanacortes.org FAX(360)293-1938 'le o % Memo Date: December 19, 2016 To: Kevin Cricchio, Senior Planning Associate From: Steven Lange Subject: Proposed New Residential Home at 4603 Anaco Beach Road(P61819) cc: Eric Shjarback, Fred Buckenmeyer, Don Measamer, Paul Ingals The Engineering Department has reviewed the submitted documents for a proposed 2- lot Boundary Line Adjustment. Below are the following comments and or recommendations. It is understood that these comments and recommendations are based on the submitted 11x17 sketch as shown as an attachment. Zoning: • This property is located within the R2 Zone. Subdivision Type: • Existing Parcel of record. Critical Areas: A Contact the Planning Department regarding Critical Areas requirements. Permits: • Right-of-Way Permit for work being performed Inside and Outside the Traveled Way. Contact Jim Baldwin, Public Works Inspector, at 360.661.3547. , • Contact the City of Anacortes Planning Department for additional permitting requirements such as SEPA, Grade and Fill permits, Conditional Use, Building, etc. City of Anacortes Development Standards: • The 2011 Development Standards can be found on-line at +,vww,cityofanacortes,org. If the Engineer of Record needs any COA Standard Details in AutoCAD format, they can email me at stevel(acityofanacortes-erg and request a CD. This CD will be mailed to a provided address. iA_•• • Water • Wastewater • Streets • Storm Drainage ® Engineering D Solid Wastes • Transportation•Equipment • Capital Projects • Development Services 9 V S• Sewer: • For additional Sewer information and design criteria, see the 2011 EDS Standards, Chapter 5— Sanitary Sewer. • Sewer exists to the existing home. • Is there an easement in place for the sanitary sewer force main to Anaco Beach Road? Storm: • For additional Storm information and design criteria, see the 2011 EDS Standards, Chapter 4— Storm Drainage. • This project is currently under the 2005 Department of Ecology Manual. As of January 1, 2017, the project will be under the 2012\14 Department of Ecology Manual. Traffic: • Pedestrian facilities are required based on the attached drawing. • Provide a Traffic Control Plan (Current MUTCD Manual) prior to any construction taking place for acceptance by the City of Anacortes City Engineer. n Street Lighting is not required for this proposal. Street: (Anaco Beach Road) • For additional Street information and design criteria, see the 2011 EDS Standards, Chapter 3—Street. • Per AMC 15.20.030-All improvements required shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. ■ Per AMC 16.32, the Residential Access Right-of-Way Width is 50-feet. This project is not required to dedicate any additional Right-of-Way. • Per the Anacortes Municipal Code, Chapter 15.20.040—Public Streets, Alleys and Storm Sewer System improvements, sidewalk, curb and gutter improvements will be required along the frontage of Anaco Beach Road. • Street Trees: Contact Jonn Lunsford @ 360.299.1953, Parks Department for a list of City approved Street Trees. See EDS Standards, Chapter 3— Streets, Section STR-18.2 regarding Street Trees and Root Barrier requirements. Garbage: a Sanitation and recycle pick up will be at curb side. Water: For additional Water information and design criteria, see the 2011 EDS Standards, Chapter 6-,Water. • Water exists to the existing home. joyik ® Water • Wastewater • Streets • Storm Drainage • Engineering • So Waste lid• Transportation®Equipment • Capital Projects • Development Services Fire Coverage: • The project does not have fire coverage. • Contact Jack Kennedy, Assistant Fire Chief © 360.293.1925 for fire coverage requirements. Utility Companies: • See Anacortes Municipal Code, Section 16.20.080— Utilities for required Franchised Utilities as well as City of Anacortes Utilities. ▪ All franchised utilities shall be underground. Fees: ▪ See the Planning and Building Department for fees related to building permits. • Per AMC 15.24.010 this project is subject to Engineering Fees for Plan Review and Construction Inspection. Other: • For Landscaping and Landscape requirements, see Planning Department. ▪ Mail Boxes (See Chapter 3--Streets, Section STR-19): For Mailbox Locations, coordinate location, type and size with the Anacortes Post Master. The access and areas around the mailboxes need to meet ADA requirements. • Encroachments (See Chapter 3 —Streets, Section STR-18.3): Prior to any placement of any barricades, material, earth, gravel, rock, debris or any other material or thing over, under or upon the Public Right-of-Way or easement, an Encroachment Agreement shall be obtain from the City of Anacortes. See the Anacortes Municipal Code, Section 12.30 for additional information regarding the Encroachment Agreement and processes. Contact Russ Pittis at 360.661.3460 regarding questions or to obtain an agreement. • For addressing information, contact Rob Hoxie (GIS Coordinator) at 360.293.1920, extension 233. • Improvements shall be designed by a Professional Engineer, licensed in the State of Washington. • Improvements are subject to a 2-year Maintenance Bond in the amount of 10% of the actual construction costs. • Contractor shall be licensed by the State of Washington and hold a City of Anacortes Business License. Thanks, Steven Lange ert.. e • Water • Wastewater • Streets • Storm Drainage • Engineering • Solid Waste ` • Transportation•Equipment • Capital Projects • Development Services itAwP. tY 1 - /f/ 3 vr� • a° /1/1 . f r ti�at ti' 80 tzaw c ac� car 14 if // 1 / /r, i // 1 // - *`-_`\sf , 75 4; 1- 'g"u a /.`r /j// // ' / / 4`617 //J /i` f,�� - Ls { ; <� /J J/ / // / / \\ f r/ / I .. ~ % / / ,/:" 4609 :, ` .J /" . 40\ .. 14(1 I / / f• /,/ „lc ,C� f,/ r,} ' �/// cr�''7/y,n r.• ",r / Syr• !�JJ}�/C�,- y C // //i/ • ,.�,/f "-�.-��-,-.a / ,- --\ ,<„ moo- �7, G3' /''. (// , , 4607'.‘ ''''. ... \ 77::'-:::;1;ei cl' s I---/// / //pump f •;. , / 1 .9- ;;;;;;,+.'.. /e/ / at�/ / /////^. / N., ..... / // „:.... J IS4 ! • f r • /J , / /, / :./ / p/ / / /4603 '• ' � / /, ' J / , ♦ f / J • J / / / / U R VEY , ? / / // %, / / / / /'• ' J / AEN, /O1510290 '3 ; ' ' ,' / i. ; , ,o'// // J/ / / . ,�,/ / / V f �� r / / / J%,7T J /I •••4,,,:.,. •_,...,A4-,7.-/ ?.' / /I / /7 / fr ;:// \-:-..T:. • ,/ / , / / / ' .` / / r r Ff }/ . / / // // /i''.y !' / ,7 / / r/ #//F \/ r ,/ f� /4. // /J /( , 1/ , / \I 11-1.I.4 tlf>47 64_ 4lo6.2) A- L c 21.E , . . ._ ... . . . 1 ".- I ®�-l6 0 I RAJA c � �il� St c sewenz - ie� I 1� a � 1 = ly' II 0 --- - — S a SANK-I :ill r ts Ve, j s°y'° ', I t — - 4 - � =fit . { ',I — co li Ilir- - P°g ii II, \ 46) d :f - „I I' N \9-V. 0 a CO 3e �� -- , 0622904-1 0002 10/1 /2006 002 4 AT Y Fermi t UU 5;c O Cityof AnacortesGPermit#: BLD-2006-0728 904 6th Street Issue date: 10/16/2006 toile.,+ P.O.Box 547 Anacortes, WA 98221-0547'C/1<' Expire date: 10/16/2007 ficW` (360) 293-1901 Job Address: 4603 ANACO BEACH RD Permit Type: Mechanical Permit ANACORTES WA 98221-8708 Project: APN: P61819 Remarks: Install gas fireplace and piping. Owner: NELSON STEVEN F Contractor: Address: 4603 ANACO BEACH RD Address: ANACORTES WA 98221-8708 Phone: Phone: License#: General Information: Fees: #of Gas Fireplace 1 Mechanical Permit Fees 38.90 #of Gas Piping 1 Total Calculated: 38.90 Deposits/Receipts: 0.00 Total Due: 38.90 • 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 ANYTIME 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 CONSvTTR/UUCCTIION. ,p SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY � ��e/// �G n . 11 PLUMBING AND MECIIANICALPERMIT APPLICATION FOR''TBE GI:TY:O ANACORTES I: Site Address q(003 Alas Parcel No.: PG 14lq Lot(',) Block. Addition 37SA-ono-007 -O2o$ Contact Person be,/ : Lo✓-c-r Phone• aC,o-3310 --g-C32...- Owner - Contractor ICI; Name -..S�a-ve, Weise Name. C(t}arf4-$1-'GJ< .Sy,- Ssl -f- Lilo9 v1Z- Mailing Address L/603 Arno co &ad\ re!�1 fitnn. Mailing Address. o L./Err hi✓/10,J (His 4.444417, .State L _ Zip. cn2-24__— City:f'wvh V.Letivae'___- State Ida-_ _ Zip 97Z73 Il I Phone Nu 3(,o-d3=41o7-3 Phone No 3(.90 — 333fo— S3 1-9 PLUMBING MECHANICAL - i No.: Type of Fixture No.: Type of Fixture ,? Water Closet 15 GPF Air Cond Unit HP Bathtub Refrigeration Unit HP Shod Cr 2 5 GPM Boiler BTU/HP I Dishwasher 2 5 GPM Forced Air System BTU Lavatory 2 5 GPM Floor Furnace Kitchen Sink 2 5 GPM Wall Heater i lothes Washer Clothes Dryer Urinal I 0 GPM Ventilation Fan Drinking Fountain Range Hood Floor S'^I'or Drain Pre-Mani Stove or Fireplace t I Water Piping / Gas Fireplace /0 4 C-- Hose Bibs Gas Water Heater Back Flow Prevention Device / Gas Piping y 7C I Other(Describe) - Other (Describe) _ d 3.So 3 7.so THIIS API'I RATION Is REC'IVFD BY THE BUILDING DEPARTMENT UNDER THE PROVISIONS OF THE UNIFORM PLUMBING AND MECHANICAL CODES AND SHALL EXPIRE BA I IN11 r Al CN AND BECOME NOLL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT 1 n V Tiu LI C V OWNER OF TILE PROPERTY FOR WHICH THIS APPLICATION IS ISSUED OR AN AUTHORIIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND (IR DIN ANr E CAA/EKING t THIS TYPE OF WORK WILL BE COMPLETED WITH,WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTION ' SGNATURE N/44e;L7 K/ DATE 4Z, o(A a 0522004-1 0001 08/08/2005 002 4 8,1 O ' , Ci of Anacortes Permit Fees 006586 $38.90 A tY Permit#: BLD-2005-0596 904 6th Street Issue date: 08/08/2005 x 547 Expire date: 08/08/2006 ' vfi, ; Anacor Anacortes, WA 98221-0547 'ItlC - _ (360) 293-1901 Job Address: 4603 ANACO BEACH RD Permit Type: Mechanical Permit ANACORTES WA 98221-8708 Project: APN: P61819 Remarks: Install gas fireplace and piping. Owner: NELSON STEVEN F Contractor: CRAFT STOVES INSTALLATIONS, IN Address: 4603 ANACO BEACH RD Address: 900 W DIVISION ST ANACORTES WA 98221-8708 MOUNT VERNON WA 98273-3226 Phone: Phone: (360)336-2532 License#: CRAFTSI97OBT General Information: Fees: - #of Gas Fireplace 1 Mechanical Permit Fees 38.90 #of Gas Piping 1 Total Calculated: 38.90 Deposits/Receipts: 0.00 Total Due: • 38.90 • 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 R ULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION.r . , _ fdt- ^ NATURE OF NER OR AUTHORIZED AGENT ISSUED BY 4 - 0 A BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD93-0147 P.O. BOX 547 APPLIED: 04/27/93 ANACORTES, WA 98221 ISSUED: 04/27/93 (206) 293-1901 EXPIRES: 04/27/94 1 SITE ADDRESS: 4603 ANACO BEACH RD ASSESSOR'S PARCEL NO. : 3858-000-006-0001 PROJECT DESCRIPTION: Addition to house and new roof OWNER — CONTRACTOR - LENDER LARRY KATSEL TALBERT CONSTRUCTION 4603 ANACO BEACH ROAD 1604 15TH STREET ANACORTES WA 9822 ANACORTES WA 98221 I 293- 293-6787 TALBEC146PH TYPE OF WORK •ADD AREA (sf) VALU. . . $: 70000 TYPE OF USE •SF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •434 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :RL BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :R3 :? : ? :? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : 5N :? : ? :? NUMBER OF UNITS • 0 COMPACT • 0 OCCUPANT LOAD STORIES • 0 IMPRV SURF. : 0 sf . 0: 0: 0: 0: BUILDING HEIGHT. : 0 ft — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 343. 00 MD 04/27/93 1117 STBC $ 4.50 MD 04/27/93 1117 TOTAL $ 347.50 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with aLL ordinances and laws regulating activities covered by this permit. t- Issued by Appli t or Owner's Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 PLUMBING PERMIT CITY OF ANACORTES PERMIT NO. : PLM93-0049 P.O. BOX 547 APPLIED: 04/27/93 ANACORTES, WA 98221 ISSUED: 04/27/93 (206) 293-1901 EXPIRES: 04/27/94 SITE ADDRESS: 4603 ANACO BEACH RD ASSESSOR'S PARCEL NO. : 3858-000-006-0001 PROJECT DESCRIPTION: Addition to house and new roof — OWNER — CONTRACTOR LARRY KATSEL 4603 ANACO BEACH ROAD ANACORTES WA 9822 293- TYPE OF WORK •ADD KIT SINKS W/DISP: 0 WTR PIPING/TREAT: 0 TYPE OF USE •RES WASHING MACHINES: 0 HOSE BIBBS • 0 ELEC WTR HEATERS: 0 GREASE TRAPS • 0 WATER CLOSETS. . . : 1 LAUNDRY TRAYS. . . : 0 ADD'L FIXTURES. . : 0 BATH TUBS • 0 URINALS • 0 SHOWERS • 1 WASTE INTERCEPT. : 0 DISHWASHERS • 0 DRINKING FOUNT. . : 0 LAVATORIES • 2 FLOOR DRAINS • 0 • — FEES — NOTES Code Amount---- By- Date---- Receipt PRMT $ 48. 00 MD 04/27/93 1117 TOTAL $ 48.00 I hereby acknowledge that I have read this permit and state the above information is correct, and agree to comply with all ordinances and laws regulating activities covered by this permit. 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AA !J, 1r 1 �r Jyyd . ,' fi' 11la dd ..� �l ji • 1L,1 ' . .M L vlifd. 1 �• 4 • f I` - - . �+: _ t` ,FlYato . l• j .�I . � lr®®iiii' „41. t�i 4s • 4v40:11.1 1 1 ROr a ` r ' 4 z �� ply -•,4 �Id qf•C '�,{ 1 �. _r• + I• If •` 7 � .i [• tlu i ... • 1yy �I /tl• 1 1,Yd �F; r 4 '{ fII '�+x. _ i (� J •Lt ihC1 )jii‘ es CIS • i p n. i. lir • i .$1 , - /64 J v ` t 6k E It .x� , • � ;. . ` ,. - - - 1 lig k;., , 14 ora• r ;� I " f ' a - a ... . _ `yam .1 ) :� ii•�.yi 1 • !.'zei, d, tofat CERTIFICATE OF OCCUPANCY This is to certify that the below listed building or structure has been inspected and occupancy is hereby authorized: Description: New Single Family Residence Location: 4603 Anaco Beach Rd Owner: Steve Nelson / Tara Dowd Constructed by: MOCERI CONSTRUCTION INC Building Permit#: BLD-2017-0253 Date issued: September 12th, 2017 Use Zone: R2 Dated: January 10th, 2019 Authorizing Official: TL U 2 O / / 0 2 (S's� PLANNING, COMMUNITY, &ECONOMIC DEVELOPIV NT DEPARTMENT fr RESIDENTIAL BUILDING PERMIT APPLICATION 1Ail goire44:44, Mailing Address: P.O. Box 547,Anacortes, WA 98221 *L , a Office Location: 904 6th Street, Anacortes WA 98821 n , A, Phone: (360) 293-1901, Fax: (360) 293-1938 PLEASE REFER TO TT IE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: r /649 -Subdivision/Lot#: Project Valuation: $ 2 1 Po APPLICANT: Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: : $'-- 7 T AP 5 lre..C4.,s../ 6 t . ',426r . '''e"?'"k.7 PROPERTY OWNER: Phone: Fax: 6- G ter` 2i 7 `i../ (`13 a)29' -'P55- — Address(Street,City,State,Zip): E-Mail Address: /042z �, 5/4 -5 � CONTACT PERSON: hone: Fax: J -' / 3,�,5- 1 ,(54) 7,c,7- , ,c, Address(Street,City,State,Zip): E-Mail Address: LENDING AGENCY: Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: I CONTRACTOR:* Phone: Fax: - Address(Street,City,State,Zip): E-Mail Address: Professional License#: Exp.Date: *Ail Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City's Business License# Exp.Date: Finance Department at(360)299-1968. f PROPOSED WORK: /"" / VC — ,S', -w 0 `.,7 7V / 1 PROPOSED NEW sQI .AR : FOOT_#G E: Basement SQ': --'` Finished Basement: 0 Unfinished Basement -4 Floor-SQ'-: / -Garage arESQ': 4452". Znd Floor SQ': f Deck/Covered Porch/Patio SQ': 690 Fire Sprinkler: Yes 0 No RI Lot Area SQ': /4j 454 6 # X 4/3- 5 i" Is construction associated with an accessory dwelling unit? Yes 0 No If°" I declare under penalty of perjury that the information I have provided on this form/application is,true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: 4'/ El Owner Agent specify): r' Signature: ` i ture: � Ir. `° _Date: j • { I : II • fl i 1 I SLO '5 _ i . •' ' . H I // 5 �z -__ __... _ _� __ _.___ ____ ._-__ ._ ____ 4 II ' I I ( 7t I I , 1 I , I \ • i 1 -a • I I I I • ; I \ , I { 43a w . ' - I - i .� I • - ft---- i WI ' i i P / I I 'S0/4,.. • r ' ' ` I i i 1 l : . . ) i • •I - - i �7-0 /CA/2 I . . iGO vgG- ) O I 11 ; ' /.�/-�' 7'/c , L- 1----11 1 115 ! 6 ,/ v . i .,` _ _ _ __- ___ _-._. k r I !, �� l ` w • ,t 20 ci ' , I it I CI F \ ' .- k • II /3. aC3 • I 1 I it 1a � ' ' i \ \ , • i I �� q I I i 1 ' f�ar�R/n/ 7" • • 1 �N 1 e� //. a / • lii . I \ \ ° in 1 o i �1 • { I art I 1 { . , p I I U\ i 1 0 I I •I \ ► ` 1 I I 0.‘kl • II N (1 I `5 I I•I • i I \ .. /a- o ,. I I N I i I I Ul I I - : I ` I i } Ii , , 1i • . X• i __ ` _ ` � ` i I, , :), k (\ \ -4 - i . ' • 1 I ,1%\ , 1 i i 1 :Ii 1 . . . 4 Al 2: \ il • • ' t ► I I • W It 1 . I iHI 1 ,I ! o !jam / / � I ` . : •,/2 - 0 ,/ - ... . , / �r — � .. I I _• I • O/ _" I \N 1 II I I I __ 1__. "ta •Arir All - - -- .- . - - .. -.-. . - -.. w... ..--.... .- -• •••••••••••••bileirj ... l i AtWr �,1�.o / F- • ex/ sT& DAR/a wAy ivrfrit { I • � 0 12GC3M I._,_ ' I \1 - I ..... . i . : Ndlt i e.arr/C1 . I ----4-1 . . \ 1 1 \ 1 /----- .. . . ... _ . .. . . . 5s • 6 / . __--- \� 740-T '- . .j. . . ' \ aye+/ Q T�-----_.__--_ .. .. ....__........----•--._.`...._-.-.—._ -_. -_-_......-_ _ .. . .._.I... ._ / r-..R.-- ' ....�... _.'-. ..... - — . �.. .�. w �.. ..- _ fr.'J� t �✓' .0 /2r V6 -.4 I r at fiewc•a \ -------.... \ ..... .........›., .tAnZ�s, .�="'�� a DLY' l,-.t'PY" 6 0 0/N __ k J O. J • 5 •7f...+�� I , ( Y^" L I f / / f / A, \ I I ' f Q Y , {t/ p H _ ?; - � iI �jt :iii51 f ^' l !! I ' e i 5 �' 5' hf '1� L. 11 ' � �tiEa/ UNOSR 6/WZJN/..� �, , . .3 6 / 5 /9 496 0 3RN/9C° r . 6 L I) r 5 / Z E. : . 24f /QCRE / 0 11- 4r— i ite \ . • kid • ,....__,... . , .7 1 A a r . AC ! S r & .O / !fee //t/iy T> CITY OF ANACORTES ..._ . . . . \• .ITS r/ T-E PLA /\/ - f0 6 • 1 0 is Er \ / --I — — --- — I r— LO O O N CV 0) 0 C5) cn OE '� . F I O r J C,, C ) 0) + f N N N Cl_. 01$ CO N `� CO op . III U, 0 L_ - . 711 4418 Ital CO LL ...<0\ mikranansol , z a r I CC 0 0 0 z 0 sy inF - 4, a,,,,'%,, . ,Y > Abaci . -� ate. 0 2 a '` - Cr 0.) s..,t 0 akNt., etItul 0C F L (r 0 E >-- tri),\,) oh, Z —a il .ayy�''�'C��y./ AV "q �y'`�„e y' -4 t. Wes.. -� ,,, o g '1/4 (sib r , - C:3 �g"a"� Y° �� 1��/)��) ,"4fjjwtp W / a � .� -lief bo a t•!' ® CD o ctverAiktit ,...4„...,144; .... .„. kift, CD • OOW b � EL 4111111 �. S.-. w � _ o. �r „, �d A & E Insulation, Inc. 15205 39th Avenue NE Marysville, WA 98271 Office: (360) 651-1058 Fax: (360) 651-1259 Website: www.aeinsulation.corn Date: ialtii-//8) •,.... Builder or Owner .. House address or lot#: 1‘C S Ring (if applicable): Open -- A g Air Leakage Testing (Blower Door Test) Conditioned Floor Area: 1. .3. 1a Calculated Volume (Cubic Feet) Ceiling Height (ft) i`e z Z C o Standard Tested CFM50 j Test Result (ACH50) 55:0 ACHsQ ((CFMSoX 60)it conditioned Volume) Signature ,.-: , Glossary Pascal (pa): Unit of pressure CFA: Conditioned floor area in square feet CFM50:°Cubic feet per minute of air leakage at 50 pascals of pressure Total Leakage:Aggregation of the entire systems duct leakage in a duct test. Conditioned Volume: Volume of conditioned space (CFA X ceiling hieght) ACH50:-Air changes per hour at 50 pascals of pressure Language Air Leakage TestingCode Lan gua e R402.4.1.2 Testing.The building or dwelling unit shall be tested and verified as having an air leakage rate of not exceeding 5 air changes per hour.Testing shall be conducted with a blower door at a pressure of 0.2 inches w.g. (50 Pascals). Where required by the code official, testing shall be conducted by an approved third party.A written report of the results of the test shall be signed by the party conducting the test and provided to the code official. Testing shall be performed at any time after creation of all penetrations of the building thermal envelope. Once visual inspection has confirmed sealing (see Table R402.4.1.1), operable windows and doors manufactured by small business shall be permitted to be sealed off at the frame prior to the test. During testing: 1. Exterior windows and doors, fireplace and stove doors shall be closed, but not sealed, beyond the intended weatherstripping or other infiltration control measures; 2. Dampers including exhaust, intake, makeup air, backdraft and flue dampers shall be closed, but not sealed beyond intended infiltration control measures; 3. Interior doors, if installed at the time of the test, shall be open, access hatches to conditioned crawl spaces and conditioned attics shall be open; 4. Exterior openings for continuous ventilation systems and heat recovery ventilators shall be closed and sealed; 5. Heating and cooling systems, if installed at the time of the test, shall be turned off; and 6. Supply and return registers, if installed at the time of the test, shall be fully open. HVAC ducts supply and return registers shall not be sealed. INSULATION CERTIFICATE A & E Insulation, Inc. 15205 39th Avenue NE Marysville,WA 98271 Office: (360) 651-1058 Fax: (360) 651-1259 Website:www.aeinsulation.com Moreci Construction Contractor-Builder/Homeowner's Name 4603 Anaco Beach Road ADDRESS Anacortes WA 98226 CITY STATE ZIP RECORD OF INSULATION BLOWING WOOL-ATTIC AREA BATTS&ROLLS ❑ NEW CONSTRUCTION AREA ❑EXISTING IF EXISTING: R-VALUE THICKNESS INSULATED DEPTH OF PREVIOUS CEILINGS 10 3 IN 328 SQ FT NUMBER OF BAGS USED INSULATION IN 72 16 IN 1,664 SQFT 4 3 14 1/4 473 SQFT AREA INSULATED ESTIMATED R VALUE OF WALLS 23 5 1/2 IN 1,990 SQFT SQ FT PREVIOUS INSULATION 21 5 1/2 IN 160 SQ FT THICKNESS OF INSULATION TYPE(S)OF PREVIOUS INSULATION IN FLOOR 38 12 IN 231 SQFT INCHES ATTIC: IN SQ FT R-VALUE OF INSULATION INSTALLED NOTE: TOTAL R-VALUE OF INSULATION IN ATTIC AREA: INSULATION CONTRACTOR SIGNATURE: 9✓7 Alejandra Hernandez Date 12/4/2018 HOME BUILDERS SIGNATURE: ( c "i/�� ) ��v/ Date I `/,.;7i COMPANY NAME: A/j C- Co-✓,S JfZc?. 7i,44.) / J c PHONE 36,,) G)/-33// ADDRESS: l v / /J iv�,fi,t/ vim A&E Insulation, Inc. does guarantee that all work performed is free from defective material and is constructed in accordance with sound construction standard, in a workmanlike manner in compliance with all laws currently applicable to the work. In addition,we guarantee to repair or replace any or all of the work and/or material which may prove to be defective in workmanship and/or material;except for ordinary wear and tear and unusual abuse or neglect for a period of one(1)year from Date of Substantial Completion. f o ,,� -�- . 1 Nl 6 E CON i , VC C T i 1�.1 PEA) 441--: f y�.- __ 4, A/ 39 _sill N,.., 2. 2 . 17 / lk-r; - - • EL, /A ga i , a , it. it.s. -. A-;79, it.--- 7-7-7-, c-IX. . 4_,...._____,,_.„,„ . A ‘Cee*wafaS. As . .--nnoo _... - 111—Kr: tt as ' • t • •-•• ••ff4; Bi ii I � I 1 . 9 if. • Ca, 1 0 ti 47,) . \ II II ? St 0 fit: ra...0 0,4; i: � , ---Thinc,.. .-4 7. I ) 10/) . . - . :: . 1115 i wd�:. �a . • - . 1 r f5 'JDF +�. i a • is. „. \\:\ oips) 67 f i • f • Pf--:-: Pi3A014-4‘ P • I . i ! •5101i.. 0---).'ci i'-k, I • PAI . f 1 i ' • , t I r L I I ✓ ra4/ca i.! Y + bb . 1 , _ *. aa+� 1/4 0, ( b • le 1 " ) Crttf . 4 I PA--- I f ._w___- �- _ ---�-.. W.: 0.P../ lrtl si're,�Grc , -Ir w 1 I ,� k ' )`‹ • ii •, - rwk •------ \ tel I . ' 4 o— _ ...� __ l 1 ,1 i ___-___._ __.� ._....... _ _ _.�.- -__- i , I I 20 v w . . . . 1,-\-. 1 ‘. . \ T I I I u i i p,N L ? at. /3,80 i l IL 44 isi. 1 �3 1• d 1 e `4 "\. I 1 EDO FL I it E ‘ 0 in i S'il : . I --":1 c- PA/ %.) I 1 )\ ' 0 Vi itV- { et ettikR i1;614:3 3 P. I I •s• 1 .R. 0011; ARE- A Z Oil C) Es I.ser , ': : II. . 1 \ CO kh 4 4QI c\) , 51LT F ENO El-: ‘, ........„))( . 1 tif, 1 i • : I 0 ke I r01 \ I X) DO EMe 60 RIE..° ilyrirrie 1 it I 1 i Pk \ /Otto 0, Ace \ kn k I I1 ),.. \ I ' + . . . . i IN \\ 1 4 . -- I \\\I7 jrj ii vil {� s..•+ w s. o.. r .o � I a+/ _ fkse . 0 ti-1,0' 4'-I' ` . ' • • • i p 7. . : : C I k ZA t� d r q` • 3i it MEN(' i i . . ' {. " a . . '^ � �� / �il I ' ;�,} i I. i 40 lE 1 .- /air I t !� . � • • • ph 1' • , ( �,�� `) •�P ..1_1\*.I\ �%V. VI t. �w1 - i GONG , ' I Y .i v�i ( # r NOTCH 6 MI\n BOA'J I I o I . • .) +\ P t 1?) `+ , h. ' ` I .� zst,..9sitaMAAL. Er . r.wilk&t..1-..„. `� /1 I r . ! ;PIM 1 1 • - • a :-• . . 1 \.‘s\\ • al . lic t41 .1 n 0 E: ita;16 VA E -{ i 5/as Lyme?? .SeTP, cr; tav } 1• _ �. ._ �_ .. �� ..- ,--- e A'RO Cks G� 5 �;' l t edi , i 4 + /✓ 'GVithoo6. 4 / es ex/ sr& bRlvcmy ___ sUr ,y _ - 1 I a i- . 'P. . 43 laUc/g.,/,' • J. --1___ - \ . i \ \ \ • 1 17AA sr c.,,, 1 0 3 tO ,4Ne . _. . . . ri J5.S. 6 ?` ' L - -- - - %"�1 �_ `�. . . ._... .. ... ..- _.. _. ._...__ r (�.}��(: .I -- -- _ �.� _ • --� I L. /2r a° 1jT�aTTJJ , ., . t A/ 39 'ear �Q4.- �= s ti_. • �;� 11 • te V ____ _____ ____ .4_,,, r FOM*c•0. 1• •.y. • •.Ira rd ‘ 2.;;•••=rCer ''• ".1;>rv.6)====t0n•••••••ear=rn J. a t,a.+.'. D tA/N,E8 5 : 5 7" V ref.EL sort rn/ ,<2 / 0 kvz) I -�- } " CiaiV 1`ge F. . C? 1 ism "� I L✓ti� ' C 1QavN x, 5 r& s w€!z f I,V A $~� . t 5I C. � c, �4 ..s. L o r 5 rZ • ; . 261 /9 6WE r � # 54 . . E t � .� ._ r \ P, E iJ'_N. ik) 1 ff) ia °_ � .i _; • e . -• - .____._. .•_ , d>c / 5 r Ca CR1 Ye• W. . y asio . \ v /ALL, ^W R9 _ •��1.'fEL'JLNI..vvszYc.lP.o1i 45 � / r� �� /� ) Y' / r� �, / / /'� '� TOTA _ . � `� fin°" . .• �, _ —� \'Y . _. ( O� 5 • _19 is Er _.. ._ ,.. .. . . . .. ... . .. . _ .... _ _._ . . ._ . . . ._ . .. . . . ... . . . . , . .... . ... _ ___. - ____ -_ ItO �`t� . �' \ ANACORTES PUBLIC WORKS DEPARTMENT 08 (14, Fred Buckenmeyer, Public Works Director P.O. BOX 547, ANACORTES, WA 98221 PH(360) 293-1919 loo0 Email: fredb@cityofanacortes.org December 11, 2018 OK .1 1 2019 Steve Nelson 4603 Anaco Beach Road CITY OF ANACORTES Anacortes, WA 98221 SUBJECT: Performance Bond for 4603 Anaco Beach Road Frontage Improvements Dear Steve, This letter is to confirm the required improvements for your project at 4603 Anaco Beach Road for a One Year Performance Bond. The value of the work to be completed is based on the "Estimate Proposal" provided by Scimitar Construction, dated December 6, 2018. Please see the attached documents. The Estimate is used to determine the Project Value for the purpose of fee calculations. The project value for the required improvements is $16,240.00 Per the Anacortes Municipal Code, the Performance Bond value is the construction cost $16,240.00 x 150%. The amount of Performance Bond for your project is $24,360.00. All work remaining to be completed will be per the City of Anacortes Engineering Development Standards and the City of Anacortes Municipal Code. The Performance Bond is good for 1-year from the date of issuance. Please be advised that the work remaining will need to be inspected and accepted by the City of Anacortes Public Works Department before the expiration date. Otherwise, the City of Anacortes Public Works Department will be forced to act on the Performance Bond. Please provide a Performance Bond in the amount of$24,360.00. If you have any questions, please contact me at 360.299.1983 or via email at stevel@cityofanacortes.org. Sincerely, F ANACORTES Steven ange Project Manager CC: Don Measamer, Rob Frisinger, Groc Fyrrce, Eric Shjarback, Steve Kramer ��o`� can • Water •• Wastewater • Streets •• Storm Drainage •• Engineering • Solid Waste 4 • Transportation •Equipment • Capital Projects • Development Services q.; p S C 1miiar CONSTRUCTION PROPOSAL December 6, 2018 Steve Nelson r (o. tolv11911 4603 Anaco Beach Road DEC 1, ` 2016 Anacortes, WA 98221 RE: 4603 Anaco Beach Road CITY OF ANACORTES Dear Steve: Thank you for the opportunity to bid your project. I propose to complete the following work as indicated plus sales tax: 1. Prep for new curb 85 gutter and 5' city sidewalk, exporting up to 40 tons of unsuitable sod 85 dirt, 8 tons asphalt and 10 tons concrete from site; saw cut 100 if of asphalt; place an allowed 60 tons of crushed rock; provide traffic control. $8,280 2. Form and pour 100 if of city curb 85 gutter and 500 sf of city sidewalk, including 5-1/2 sack concrete; provide traffic control. $7,960 3. Exceptions: Above pricing does not address how new entrance is to be constructed, only the approach thru that section of walk; Export materials over allowance @ $20.00 per ton; import, place and compact pit run gravel @ $24.00 per ton; import, place 85 compact additional crushed rock @ $35.00 per ton. 4. Exclusions: Permit, new entrance construction and/or paving; relocation of existing utilities; landscape restoration; re-enforcing, curing, sealing, caulking, asphalt patching; guarding poured concrete, weather protection 85 repair. Sincerely, David G. Gold President Dave Gold,Inc.—P.O.Box 1720,Anacortes,WA 98221 (360)293-8387 FAX(360)293-8352 3- - C> 4 City of Anacortes Invoice/Permit#: BLD-2017-0253 904 6th Street ''' "' 4_ P.O.Box 547 Applied date: 05/09/2017 Issue date: 09/12/2017 " "' CO; Anacortes, WA 98221-0547%.4-11120,47 Expire date: 03/11/2019 4 - (360) 293-1901 Job Address: 4603 ANACO BEACH RD Permit Type: Single Family Residence Permit ANACORTES WA 98221-8708 Project: APN: P61819 Remarks: Construct new single family residence per approved plans, replacing demolished home. Owner: STEVE&TARA NELSON & DOWD Contractor: MOCERI CONSTRUCTION INC Address: 4603 ANACO BEACH RD Address: 1013 DONOVAN AVE ANACORTES WA 98221-8708 BELLINGHAM WA 98225 Phone: (360) 293-1554 Phone: (360)671-3381 License#: MOCERCI164NT General Information: Fees: Occupancy Group it-1 Plan Review Deposit 200.00 Use Zone R2 Building Permit Fee 2,292.95 Lot Area 10454 Plan Review Fee 1,290.42 1st Floor Square Footage 1430 Mechanical Permit Fees 135.85 2nd Floor Square Footage 1280 Plumbing Permit Fee 174.00 Garage Square Footage 450 State Building Code Fee 4.50 Deck Square Footage 161 Sewer Inspection Fee 50.00 Porch Square Footage 529 Total Calculated: 4,147.72 Building Valuation 332000 Deposits/Receipts: 200.00 #of Heat Pumps 1 #of Backflow Devices 1 Total Due: 3,947.72 #of Bathtubs 1 #of Clothes Dryers 1 #of Clothes Washers 1 #of Dishwashers 1 #of Gas Fireplace 2 #of Gas Piping 1 # BOILERS < 100000 BTU 1 1:04 '; 9.. 1--- � h` }t ` , #of Water Piping 2 :Z. ir, ,T, 1`...) ,n c.1, �• #of Hose Bibbs 5 A. =' C. .:...4 ;l- i t r, rr 1--, 1 t 111 �.� ri" _.1 C, #of Kitchen Sinks 1 . .,. . , CO 0 u, #of Lavatories 4 �:. in u r m ;r #of Other Mechanical Units 1 • i> , In C., ,-, #of Range Hoods 1 itL* _�- 0.:. : , w ,� #of Showers 2 •a-* in al --a ,1, r4, #of Slop Sinks 1 o ?+ ,t, 1:> . #of Ventilation Fans 4 * co #of Water Closets 3 r•) a.. rn C w, Y.! r ••aJ 1 •17 i•• ii, • _ r..:, F+ F—, 0 .-,. 0 r_; 1.- --1 ,t, ci , kr, ,y, a•+ r•:i ,..,. 0 -.j cn it, '-? 0 ... 44. i, -...1 --.1it. L_n r•.,, l CD - r..1 -..i ,] "TI ,-+ r..i r••} it. _a --i N• ri.. Cityof Anacortes Invoice/Permit#: BLD-2017-0253 904 6th Street ' Applied date: 05/09/2017 `" P.O.Box 547 Issue date: 09/12/2017 C/ . Anacortes, WA 98221-0547 Expire date: 03/11/2019 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 EGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. AcL�, SIG T RE OF OWKE OR AUTHORIZED AGENT ISSU • r • . RECORD OF SURVEY AUDITOR'S CERTIFICATE FILED FOR RECORD AT THE REQUF��s'�i'r'tirtii£k#EMMER .',..,,,,,/..„‘„ ,......, - - - CONSULTING GROUP,PLLC %syi, '`ti;. 11111P411101111 38 .. CountyAuditor '° $151 10 ''�,' ;:� �§� S, s/S OF Skagit � �''. 't , \ Iva„,.. °03 e R 10/29/2015 Page "ka 1 i:.r-'` "BCD �\ S2s °'' >=° ''=_ -,: 044 e�Rr1n ``�F01 CLOUDED PORTION REPRESENTS SCOPE OF SURVEY_ ...,-;I:i',„ ..''4.' Itiii::. , - l';I:c''.'t. VV TIDELANDS NOT SURVEYED. "„' �:: Y3 JY : ;-.'` b Ar f ` 'GIT Cly • ►f`.... ` Order No:104740-PA :,�;,. ^ 5-,' � `3' rj • Schedule"A-i" iy })1. <;�: -�:.. .. Ste° ��° DESCRIPTION; I 4• ,.,i,tii:,,,,iy,::::"*". Sys S2 ..:;,,::f e ga: c f; ^ ,jr: \gZ, That portioirof 1i'act 7,"A jACf;3 BEACi•I;-' KA(kjy COUNTY,WASHINGTON,"as per plat recorded in dos. o4 Volume 5 of P ts,'p�,ge 4,rls��ords of Sj;:a$ft Unty,Washington,described as follows: at E4 �: 6 -, S�RF�J� Beginning on I rNortti•;tpsteriy,iline ai '5id Tract 7,185 3�4 feet Southwesterly from the Northwest corner of ' tit said lot,tteanl g ttt So'ir*tl resters point of a tract sold to Charles Stanton Schork and Linda Louise '';, 4 4Fhork, 'iisb !'1 'and v�ife,G`ctderfieal Estate Contract dated May 5,1965,and recorded July 9,1965,under /ltcditor' No.66 ,7`1• •.4' '•`=' =L: thee Southweste$y aj lgthe Northwesterly line of lot 7 to the Southwest corner of said lot; ,,,.et.. „iv/\,.1 ,:r=:,�1:::,_; '"'•::,L 4.Aienc'_,Southe$terfy,:�7ong the Southwesterly line of said lot to the Southeast corner of said lot; tiiiitncel/prtKial-kefri along the Southeasterly line of Lot 7 to the Southeast corner of the aforementioned Al.ScharhTrlq• �„�0^^�• y; L. `'s henco NR Westerly along the Southwesterly line of the Schork Tract to the point of beginning; '`'`; -"� =' ~r .IOGETi1Eft WITH the Southeasterly 20 feet of Tract 6,"ANACO BEACH,SKAGIT COUNTY, A �t" % $VASHINGTON,"as per plat recorded In Volume 5 of Plats,page 4,records of Skagit County,Washington, is :, �;: ,:. < djoining the above described tract: ANACO ^'/�/ /� 8 `). k `:,, .4%,• ' -aF, ,;r ALSO TOGETHER WITH that portion of the following described tidelands which adjoin the Southeasterly w� ; F '-:;,- 'lb; � 20 feet of Lot 6,"ANACO BEACH,SKAGIT COUNTY,WASHINGTON,"as per plat recorded in Volume 5 of CH VOL 5>'G t: >;`� „Y;: �;:z ;f fix 'rt, plats,page 4,records of Skagit County. "' 43.,...e. That portion of Tracts 2 and 3,Plate 3,ANACORTES TIDELANDS,lying in front of Government Lot 3, r, rc; :„ .4,, :; - :: :A. Section 27,Township 35 North,Range 1 East,W.M.,as shown on the official map on file in the office of the • 4' '"'' `�' Commissioner of Public Lands in Olympia,Washington,described as fellows: ,r.. tt •si, '•''r,yy :r- STES`,,., ='; Beginning at•;':;. ,,. ._ �;{;r' g g a point on the Northeasterly side of said Tract 3,which point Is also the most Westerly point of }t::. Lot 6 of ANACO BEACH; y THIS suRvixy V(i1$PERFORMED BY FIELD thence run Southwesterly to a point on the Southwesterly side of said Tract 2,also the inner harbor line, • TRAVERSE Op A;k SECOND TOTAL STATION IN which is North 29°23'45"West a distance of 140.56 feet from the intersection of said inner harbor line with ,, SEPTEMBER OVA.' .MONUMENTS SHOWN WERE the East line of said Tract 2; CONCRETE VARIES 0.1'TO 0.3' %: _1.- ''; thence South 29°23'45"East VISITED AT THATTIME.ACCURACY EXCEEDS THE along said inner harbor line a distance of 95.08 feet; SOUTHEASTWALL OF PROPERTY LINE • , '"'' °`t•st `-:-. WAC 332-030-090 REQUIREMENTS. Thence Northeasterly to a point on the Northeasterly side of said Tract 3 which is North 52°33'West a "' ' '`i: '' distance of 40.02 feet from the most Southerly corner of said Lot 8 of said ANACO BEACH; .`'- '' thence North 52°33'West 140.07 feet to said point of beginning; a Pi THIS SURVEY DOES NOT PURPORT TO SHOW ALL rt EASEMENTS WHICH MAY AFFECT THE PROPERTY. AND ALSO TOGETHER WITH the grantors undivided interest in: " THE BASIS OF BEARINGS IS THE MONUMENTED Aryo "Y ••:l:.:r;,..,/'`'g;, Y`^'-7, .=`` --'-t The Northwesterly 20 feet of Tract 8,"ANACO BEACH,SKAGIT COUNTY,WASHINGTON,"as per plat recorded "" :� ;rr' CENTER LiNE OF ANACO BEACH ROAD,AS SHOWN. in Volume 5 of Plats,page 4,records of Skagit County,Washington: P j a: `�= ''= THE VERTICAL DATUM IS NAVD88. 4803 ANACO BEACH ROAD sk `% z:. '` ^� �a '- G ` ALSO that portion of the following described tidelands which adjoin Lot 7 and the Northwesterly 20 feet of .�o � �0 3,� ;,�:.�_s. ~%.. ;:::• Lot 8 of said ANACO BEACH; i NNN �'!1, STONE WALL °tip P�Q °}`"`` �`:::_ '';a Y':, "' _'" LEGEND (SEPTEMBER,2015) That portion of Tracts 2 and 3,Plate 3,Anacortes Tidelands lying in front of Government Lot 3,Section 27, 1, ON BULKHEAD °' = `` w /^ - ''' TownshipRangeW.M.,described as follows: �,,, ELEVATION 11.4' �`� ';, `� �='`'~ FOUND CASED MONUMENT 35 North, 1 East, 11'1 �" _ 1' • SET REBAR WITH CAP NO 37550 Beginning at a point on the Northeasterly side of said Tract 3,which point is also the most Westerly point of 1,1111,1 III 1'1,, BULKHEAD / ,0,,,0"." •r,•,:L,, _ %, .` ,a•�r='r a„T.•� Lot 6 of ANACO BEACH; +,, 911": 'ft., ems: ,i a;., ,• 0 FOUND SURVEY MARKER AS NOTED Ss?4 �1,11 1. O.rj' (�PAb!F'iIAL OWt1 SFif r{�F NW;4i 0 r'' 30 60 thence run Southwesterly to appoint on the Southwesterly side of said Tract 2,also on the inner harbor line 1�?9 1+,,�1 �tJ zt EET of Lar ACY As :::::' ♦ SET PIN/WASHER NO.37550 IN CONCRETE which is North 29°23'45"West a distance of 140.56 feet from the intersection of said inner harbor line with S htb ,� II ,;:;,•; f' STtt ET FRONTAL the East line of said Tract 2; 41. ■ SET STAKE AT GROUND ELEVATION E.�.... `t BUL`i iEAD '' Eastinner harbor O Y' :;,;i. t, 'i;,VAAfi s o.1 0. :;; -4.,,,,,,. thence South 29°23'45" along line a distance of 95.08 feet; ` ;Usaid i n r `{;g;; iORTMWESgf PRTERTY i'`'••'� E `' +``:: �' Thence Northeasterly to a point on the Northeasterly side of said Tract 3 which is North 52°33'West 40.02 c - f -` feet from the most Southerly corner of said Lot 8 of said ANACO BEACH; LINE AS SHOWN ON PLAT OF ANACO BEACH. ::••..,:.4:.qt: - ,>,g,. TIDELAND OWNERSHIP NOT INVESTIGATED. fl_N 'S t. •,, t.4., EXTENTS OF TIDELANDS NOT SURVEYED. 's ':P ~' '•1� i 0, ;4 •-r� '•'tip. •. t..a r;,-�`' �t,; t �� Thence North 52°3 ' of 140.07 feet to ; _ 4w,•,. 3 West a distance said point ofbeginning. s• ..cola:.. �:,. �'��,. -. •-;; l n i t .:e. „iv _ V,,r IA .. ,.. ��:: {: `,z ,,;• ''-t ti in the County Skagit,State of Washington. Situate Ska it S at 9tV; Y+fit ..Y""' 'yr`.t '17' r�"�+, • vr`z"1 r9 Cl 7 G `_1. IF—_ �i6 a ':';Y- ii'e V•i,•�' :fir :;�y; L , it � �� H If/ k. ``> u � Tl 'iaT 4t,,ti:=' o�o� wA �'�, // RECORD ,r� ,�_ .....:.. , L L( ORD OF SURVEY c '^ ` �' yA , SW 4, SE%q,SEC. r•• MAY i 4 2 n 11 ,'f`'IPAS MAP COORedi ;Y REPh� •08 A SURVEY MADE BY ME OR �� co FC)RI 27, �rt :t .., x I �/( T35N R1E W.M.MY DIREGtOC'QND IN CONFORMANCE WITH THE SC�IEIriMF� ' 'Li a 3+ y I GkLI$ EMENTS O��T_Fi URVEY RECORDING ACT,AT THE y ...at ' i. -j CONSULTING GROUP PLLC S7 EVE NELSON SKAGIT COUNTY,WA R E F SAE -SON IN SEPTEMBER,2015. i �� 37550 0 ; �J ENGINEERING CIVIL-STRUCTURAL-PLANNING �— Ci��,� ° � aa .... ' : _ ��•�•cl ;�, ..� DATE:� 10-29-2015 JOB NOV: 15-064 SURVEYING " , — �� Wl�i RESIflI'JVTtAI.HOME DESIGN JOHN tioxEl 15LS,CERTI ICATE NO.37550 y �0.��! 01,> ,�` 3014 Commercial Ave. Suite C Anacortes, WA 98221 SCALE: 1 30 SHEET: 1 OF 1 :�� t��•••••,•••••••w•••••••••••`•••�- office: 360-293-9006 fax:360-293-4051 ' .,,_ �'�- :�_ CAD FILE: 15-064 SIEVE NELSON.DWG Steve Nelson 4603 Anaco Beach Road o I II VI II Ft Anacortes WA, 98221 Steve.cassius@outlook.com AUG 2 5 2011 360-333-7839 CITY OF ANACORTO August 25, 2017 Kait Nelson Associate Planner, PCED City of Anacortes 700 South 2nd Street Anacortes, WA 98221 RE: 4603 Anaco Beach Road, BLD-2017-0253;Storm Water Plan Review Dear Ms. Nelson, Please find attached an updated Drainage Analysis, dated August 24, 2017,for 4603 Anaco Beach Road. Please reference BLD 2017-0253. Regards, Steve Nelson Attachments Y 0 Planning, Community, & Economic Development Department n, ,.; PO Box 547, Anacortes, WA 98221 PH: 360.299.1984 N7+ wy 13 Elements of SWPPP ..W (Construction Stormwater Pollution Prevention Plan) Please check off boxes to show that each element has been read and understood. Provide details where applicable and if certain aspects are unnecessary or exempt, clearly justify. Details of the 13 Elements and the correlating BMPs are listed on Pg.236 of the 2014 Stormwater Management Manual for Western Washington (SWMMWW).A link is provided on the City of Anacortes website, under Planning, Community,& Economic Development Department, as well as under Stormwater on the Engineering Division of Public Work's page. Owner Name: Steve Nelson & Tara Dowd Site Address: 4603 Anaco Beach Road Prepared By: Dale Herrigstad PE The Stormwater checklist or building permit determined that: ❑ The 13 elements must be addressed for N These elements must be addressed for construction activity adding under 2,000 construction activity adding 2,000 sq.ft. sq.ft. of hard surface area. or more of hard surface area. This means that an attached narrative and site plan are required with this document. Under each element, explain the best management practices (BMPs) used or justify reasoning for those that will not be used. If needed, please attach a narrative to further explain plans or justification. ELEMENT 1: Preserve Vegetation/Mark Clearing Limits Before beginning land disturbing activities, including clearing and grading, clearly mark all clearing limits, sensitive areas and their buffers, and trees that are to be preserved within the construction area. N Retain the duff layer, native top soil, and natural vegetation in an undisturbed state to the maximum degree practical. 4#1 Clearing limits will be clearly marked with orange construction fencing or silt fencing. For locations see TESC plan Complete by Herrigstad -Engineering. 91 CZ 3 3 Page 1 of 8 March, 2017 ELEMENT 2: Establish Construction Access Limit construction vehicle access and exit to one route, if possible. N Stabilize access points with a pad of quarry spalls, crushed rock, or other equivalent BMPs,to minimize tracking onto roads. ❑ Locate wheel wash or tire baths on site, if the stabilized construction entrance is not effective in preventing tracking sediment onto roads. N If sediment is tracked off site, clean the affected roadway thoroughly at the end of each day, or more frequently as necessary(ex:wet weather). Remove sediment from roads by shoveling, sweeping, or pick up and transport the sediment to a controlled sediment disposal area. a Conduct street washing only after sediment is removed in accordance with the above bullet. 1 Control street wash wastewater by pumping back on site or otherwise preventing it from discharging into systems tributary to waters of the State. #2 Construction entrances will be provided at site entrance from common driveway and constructed per DOE Figure II-4 . 1 . 1 . kQCoS ELEMENT 3: Control Flow Rates IN Protect properties and waterways downstream of development sites from erosion and the associated discharge of turbid waters due to increases in the velocity and peak volumetric flow rate of stormwater runoff from the project site. g Where necessary to comply with the bullet above, construct stormwater retention or detention facilities as one of the first steps in grading.Assure that detention facilities function properly before constructing site improvement (e.g. impervious surfaces). • If permanent infiltration ponds are used for flow control during construction, protect these facilities from siltation during the construction phase. #3 All storm water will use dispersion trenches per DOE Figure III-3 .1 . 5 and Figure III-3 .1 . 6 as shown on the site plan draw;ng 7LoM'P ELEMENT 4: Install Sediment Controls IX Design, install,and maintain effective erosion controls and sediment controls to minimize the discharge of pollutants. • Construct sediment control BMPs (sediment ponds,traps,filters, etc.)as one of the first steps in grading.These BMPs shall be functional before other land disturbing activities take place. g Minimize sediment discharges from the site.The design, installation and maintenance of erosion and sediment controls must address factors such as the amount,frequency, intensity and duration of precipitation,the nature of resulting stormwater runoff, and soil characteristics, including the range of soil particle sizes expected to be present on the site. LX Direct stormwater runoff from disturbed areas through a sediment pond or other appropriate sediment removal BMP, before the runoff leaves a construction site or before discharge to an Page 2 of 8 March, 2017 infiltration facility. Runoff from fully stabilized areas may be discharged without a sediment removal BMP, but must meet the flow control performance standard in Element#3, bullet#1. M Locate BMPs intended to trap sediment on-site in a manner to avoid interference with the movement of juvenile salmonids attempting to enter off-channel areas or drainages. El Provide and maintain natural buffers around surface waters, direct stormwater to vegetated areas to increase sediment removal, and maximize stormwater infiltration. Where feasible, design outlet structures that withdraw impounded stormwater from the surface to avoid discharging sediment that is still suspended lower in the water column. #4 . Sediment controls will be provided as shown in the TESC plan by Herrigstad Engineer. ELEMENT 5: Stabilize Soils [: Stabilize exposed and unworked soils by application of effective BMPs that prevent erosion. Applicable BMPs include, but are not limited to:temporary and permanent seeding,sodding, mulching, plastic covering, erosion control fabrics and matting,soil application of polyacrylamide (PAM),the early application of gravel base early on areas to be paved, and dust control. E Control stormwater volume and velocity within the site to minimize soil erosion. ik Control stormwater discharges, including both peak flow rates and total stormwater volume,to minimize erosion at outlets and to minimize downstream channel and stream bank erosion. N Soils must not remain exposed and unworked for more than the time periods set forth below to prevent erosion. o During the dry season (May 1—Sept 30): 7 days o During the wet season (Oct 1—Apr 30): 2 days Stabilize soils at the end of the shift before a holiday or weekend if needed based on the weather forecast. R Stabilize soil stockpiles from erosion, protect with sediment trapping measures,and where possible, be located away from storm drain inlets,waterways, and drainage channels. IX Minimize the amount of soil exposed during construction activity. Fd Minimize the disturbance of steep slopes. i Minimize soil compaction and, unless infeasible, preserve topsoil. #5 Soils will be stabilized according to the landscaping plan of er final ra in i c m 1 t ELEMENT 6: Protect Slopes R Design and construct cut-and-fill slopes in a manner to minimize erosion. Applicable practices include, but are not limited to, reducing continuous length of slope with terracing and diversions, reducing slope steepness, and roughening slope surfaces (Ex:track walking). Page 3 of 8 March, 2017 g Divert off-site stormwater(run-on) or ground water away from slopes and disturbed areas with interceptor dikes, pipes, and/or swales. Off-site stormwater should be managed separately from stormwater generated on the site. N At the top of slopes, collect drainage in pipe slop drains or protected channels to prevent erosion. o *Temporary pipe slope drains must handle the peak volumetric flow rate calculated using a 10-minute time step from a Type 1A, 10-year, 24-hour frequency storm for the developed condition. Alternatively,the 10-year, 1-hour flow rate predicted/indicated by an approved continuous runoff model, increased by a factor of 1.6, may be used.The hydrologic analysis must use the existing land cover condition for predicting flow rates from tributary areas outside the project limits. For tributary areas on the project site, the analysis must use the temporary or permanent project land cover condition, whichever will produce the highest flow rates. If using the Western Washington Hydrology Model (WWHM)to predict flows, bare soil areas should be modeled as "landscaped" area. o Where 15-minute time steps are available in an approved continuous runoff model,they may be used directly without a correction factor. PR Place excavated material on the uphill side of trenches, consistent with safety and space considerations. a Place check dams at regular intervals within constructed channels that are cut down a slope. I6 Consider soil types and its potential for erosion. • Stabilize soils on slopes, as specified in Element 5. • BMP combinations are the most effective method of protecting slopes with disturbed soils. Ex: Use both mulching and straw erosion control blankets. #6 Slopes will be protected by use of DOE BMP Figure 4 . 1 .4 . 611/49 C \\\Qk< <44:064%k4 + MP C. 2�2- CaL 11t C-tkA. , ELEMENT 7: Protect Drain Inlets g Protect all storm drain inlets made operable during construction so that stormwater runoff does ' not enter the conveyance system without first being filtered or treated to remove sediment. a Clean or remove and replace inlet protection devices when sediment has filled one-third of the available storage(unless a different standard is specified by the product manufacturer). 16 Where possible, protect all existing storm drain inlets so that stormwater runoff does not enter the conveyance system without first being filtered or treated to remove sediment. IX Keep all approach roads clean. Do not allow sediment and street wash water to enter storm drains without prior and adequate treatment unless treatment is provided before the storm drain discharges to waters of the State. g Inlets should be inspected weekly at a minimum and daily during storm events. #7 Drain inlets will be protected by DOE Figure 4 . 2 . 10 and Figure 4 . 2 . R respectively. M5 Page 4 of 8 March, 2017 ELEMENT 8:Stabilize Channels and Outlets N Design, construct, and stabilize all on-site conveyance channels to prevent erosion from the following expected peak flows: o *Channels must handle same peak volumetric flow rate as temporary pipe slope drains listed in Element 6, above. Dt Provide stabilization, including armoring material, adequate to prevent erosion of outlets, adjacent streambanks, slopes, and downstream reaches at the outlets of all conveyance systems. b The best method for stabilizing channels is to completely line the channel with a blanket product first,then add check dams as necessary to function as an anchor and to slow the flow of water. #8 Channels will be stabilized by use of DOE BMP 4 . 1 . 3 . d-- 6N►.? c t2,2- ELEMENT 9: Control Pollutants g Design, install, implement, and maintain effective pollution prevention measures to minimize the discharge of pollutants. IX Handle and dispose of all pollutants, including waste materials and demolition debris that occur on-site in a manner that does not cause contamination of stormwater. i Provide cover, containment, and protection from vandalism for all chemicals, liquid products, petroleum products,and other materials that have the potential to pose a threat to human health or the environment. On-site fueling tanks must include secondary containment. Secondary containment means placing tanks or containers within an impervious structure capable of containing 110% of the volume contained in the largest tank within the containment structure. Double-walled tanks do not require additional secondary containment. g Conduct maintenance,fueling, and repair of heavy equipment and vehicles using spill prevention and control measures. Clean contaminated surfaces immediately following any spill incident. 7 Discharge wheel wash or tire bath wastewater to a separate on-site treatment system that prevents discharge to surface water,such as closed-loop recirculation or upland land application,or to the sanitary sewer,with local sewer district approval. Wheel wash or tire bath wastewater should not include wastewater from concrete washout areas. N Apply fertilizers and pesticides in a manner and at application rates that will not result in loss of chemical to stormwater runoff. Follow manufacturers' label requirements for application rates and procedures. I2 Use BMPs to prevent contamination of stormwater runoff by pH-modifying sources. The sources for this contamination include, but are not limited to: bulk cement, cement kiln dust,fly ash, new concrete washing and curing waters,waste streams generated from concrete grinding and sawing, exposed aggregate processes, dewatering concrete vaults, concrete pumping, and mixer washout waters.Adjust the pH of stormwater if necessary to prevent violations of the water quality standards. Page 5 of 8 March,2017 l[ Assure that washout of concrete trucks is performed off-site or in designated concrete washout areas only. Do not wash out concrete trucks onto the ground, or into storm drains, open ditches, streets, or streams. Do not dump excess concrete on site, except in designated concrete washout areas. Concrete spillage or concrete discharge to surface waters of the State is prohibited. Do not use upland land applications for discharging wastewater from concrete washout areas. • Obtain written approval from Ecology and provide to the City before using chemical treatment other than CO2 or dry ice to adjust pH. IX Woody debris may be chopped and spread on site. X Conduct oil changes, hydraulic system drain down, solvent and de-greasing cleaning operations, fuel tank drain down and removal, and other activities which may result in discharge or spillage of pollutants to the ground or into stormwater runoff using spill prevention measures,such as drip pans. IN Clean contaminated surfaces immediately following any discharge or spill incident. Emergency repairs may be performed on-site using temporary plastic placed beneath and, if raining,over the vehicle. #9 All pollutants including waste material and demolition debris will hp contained and dispoaod of off site Chemi cal a, 1ignid products and petroleum products will be kept is locked, covered and secure locations . The contractor shall have a spill containment plan for inadvertent equipment failures with appropriate absorption towels on site at all times . � ELEMENT 10: Control De-Watering Gt 2. Discharge foundation,vault, and trench dewatering water,which have characteristics similar to stormwater runoff at the site, into a controlled conveyance system before discharge to a sediment trap or sediment pond. I1 Discharge clean, non-turbid de-watering water,such as well-point ground water,to systems tributary to,or directly into surface waters of the State, as specified in Element 8, provided the de-watering flow does not cause erosion or flooding of receiving waters or interfere with the operation of the system. Do not route clean dewatering water through stormwater sediment ponds. Note that"surface waters of the State" may exist on a construction site as well as off site;for example, a creek running through a site. • Handle highly turbid or contaminated dewatering water separately from stormwater. M Other treatment or disposal options may include: 1. Infiltration 2. Transport off-site in a vehicle, such as a vacuum flush truck,for legal disposal in a manner that does not pollute state waters. 3. Ecology-approved on-site chemical treatment or other suitable treatment technologies. 4. Sanitary or combined sewer discharge with local sewer district approval, if there is no other option. 5. Use of a sedimentation bag with outfall to a ditch or swale for small volumes of localized dewatering. • Construction equipment operation, clamshell digging, concrete tremie pour,or work inside a cofferdam can create highly turbid or contaminated dewatering water. Vf. Discharging sediment-laden (muddy)water into waters of the State likely constitutes a violation Page 6 of 8 March,2017 of water quality standards for turbidity.The easiest way to avoid discharging muddy water is through infiltration and preserving vegetation. #10 Any Dewatering will be directed to the temporary Sediment trap. ELEMENT 11: Maintain BMPs Ei Maintain and repair all temporary and permanent erosion and sediment control BMPs as needed to assure continued performance of their intended function in accordance with BMP specifications. It Remove all temporary erosion and sediment control BMPs within 30 days after achieving final site stabilization or after the temporary BMPs are no longer needed.Some temporary erosion and sediment control BMPs are bio-degradable and designed to remain in place following construction such as compost socks. ZI Provide protection to all BMPs installed for the permanent control of stormwater from sediment and compaction.All BMPs that are to remain in place following completion of construction shall be examined and placed in full operating conditions. If sediment enters the BMPs during construction, it shall be removed and the facility shall be returned to the conditions specified in the construction documents. M Remove or stabilize trapped sediment on site. Permanently stabilize disturbed soil resulting from removal of BMPs or vegetation. #11 All BMPs will be checked and maintained on a daily basis with a report completed on a weekly basis . ELEMENT 12: Manage the Project—Projects subject to Minimum Requirements 1-9 must have a Certified Erosion and Sediment Control Lead (CESCL) for site inspections. Projects subject to Minimum Requirements 1-5 do not require the inspector to be certified. By the initiation of construction, the SWPPP must identify the CESCL or inspector, who shall be present on-site or on-call at all times. Management details starting on Pg. 250. g Phase development projects to the maximum degree practicable and take into account seasonal work limits to prevent soil erosion and prevent transporting sediment from the site during construction. IX Inspection and monitoring—Inspect, maintain, and repair all BMPs as needed to assure continued performance of their intended function. IX Maintain, update, and implement the SWPPP. [ Clearing and grading activities for developments shall be permitted only if conducted using an approved site development plan (e.g.,subdivision approval). IN From Oct 1 through Apr 30, clearing,grading,and other soil disturbing activities is permitted only if shown that the site operator will prevent silt-laden runoff from leaving the site through a combination of the following: Page 7 of 8 March, 2017 1. Site conditions including existing vegetative coverage,slope,soil type, and proximity to receiving waters. 2. Limit activities and the extent of disturbed areas. 3. Proposed erosion and sediment control measures. Weather conditions can influence the seasonal limitation on site disturbance.The City of Anacortes has the authority to take enforcement action per AMC 19.76 Stormwater. PI The following activities are exempt from the seasonal clearing and grading limitations: 1. Routine maintenance and necessary repair of erosion and sediment control BMPs; 2. Routine maintenance of public facilities or existing utility structures that do not expose the soil or result in the removal of the vegetative cover to soil 3. Activities where there is 100% infiltration of surface water runoff within the site in approved and installed erosion and sediment control facilities. #12 A Certified Erosion and Sediment Control Lead (CESCL) will be completing the on site inspections . ELEMENT 13: Protect Low Impact Development BMPS ❑ If implementing any bioretention facilities or rain gardens,see Pg.253 for requirements. cP ,2S 2Lb/7 Applicant Signature Date Page 8 of 8 March, 2017 TL 0 V 20 / ? -- 0 25 ,Y PLANNING, COMMUJNITY, &ECONOMIC DEVELOPMENT DEPARTMENT " RESIDENTIAL BUILDING PERMIT APPLICATION r Mailing Address: P.D. Box 547, Anacortes, WA 98221 4' ` Office Location: 904 6`h Street, Anacortes WA 98821 Phone: (360) 293-1901, Fax: (360) 293-1938 PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: P L a 4 .2 i, fi131 sAe2? 6/ ,'9 Subdivision/Lot#: Project Valuation: $ APPLICANT: Phone: Fax: 5'r 1- /. , .774� , ,;,'''94, 6 . P .t.. (3 ,) . -/5 Address(Street,City,State,Zip): E-Mail Address: i iAk-a/9 4:°) gi-e-be ,.64 S a5 t 04.,,1d 1a . 91,-7 PROPERTY OWNER: I Phone: Fax: -; 52,4/ -0 7 ` .., ,y' 4dP "F3 a)29' -1 5i1- Address(Street,City,State,Zip): E-Mail Address: CONTACT PERSON: hone: Fax: /14 47/49 2i5o ° 7477 ' Address(Street,City,State,Zip): E-Mail Address: f 5 7 3Z- dA4,7 0, a ' '"```)` . • °01an LENDING AGENCY: Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: CONTRACTOR:* Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City'sBusiness License#: Exp.Date: Finance Department at(360)299-1968. I PROPOSED WORK: /'/ G(../ / ,a.s ' r't Gee— c (',„a",�,�V a ` r 4/7+ PROPOSED_NEW SQUARE FOO' A(;U;: .-- Basement SQ': --` Finished Basement: ■ Unfinished Basement 0 1' Floor SQ': /4 3 4,3, Garage/Carport SQ': 4452, 2°a Floor SQ': i, Deck/Covered Porch/Patio SQ: 90 Fire Sprinkler: Yes 0 No ;Lot Area SQ': / )4. 11 x #1560 S.F. is construction associated with an accessory dwelling unit? Yes 0 No Imo" I declare under penalty of perjury that the information I have provided on this form/application is true,correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of Anacortes. Print Name: AI"/ °Z- Owner 0 Agent specify): ' /7 r Signature: d '' Date: = IMPERVIOUS SURFACE AREA Existing Impervious SQ': 1 6' / Proposed Impervious SQ: 3 G> f Total Disturbed Land/Soil SQ': Total Proposed: Cut: Fill: 275 Land converted from native vegetation to lawn or landscaping SQ': Land converted from native vegetation to pasture SQ': NIL:CI IANIC Al.: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: Other#: 1 Gas Water Heater: #: Location(s): Heat Pump: Elec#: / Other#:p,4, ;f d A/R r~o owlet? /M/aoog 11417— / Air Conditioning: Elec#: Other#: Boiler: Gas#: Flee#: / Other#: BTUs: I Exhaust Fans: Bath#: - Laundry#: / Other: - Range Hood: #: / Location(s): 7< / "/1/ / Fireplace: Gas#: Elec#: Other:#: Location(s): 2— _ — Clothes Dryer:/Duct: Gas#: Elm#: / Other:#: Location(s): fj 72L/izi X/n / C/--- Stove/Range/Oven: Gas#: Flee#: 2, Other:#: Location(s): A-/1?/ Range Hood: Location(s): ft/ jz:/J / 1------- Gas Outlet(s): #: Location(s): A7A77,0 Other: #: / Location(s): 4/ /i/ •q I iii °A TOTAL r / I'LI 'vIB[N'G I I\ rt-RI BS: 1 Fixture Type(new and relocated): Total#: Fixture Type(new and relocated): Total#: Water Closet(Toilet): -) 6-42frigerator water supply(for water/ice dispenser): / L Kitchen Sink: / re sure Reduction Valve/Pressure Regulator: IUtility Sink: I Z Wat.eer-Service Line: / 4..-------- Tub: / 1- ter Piping: / Hand Sink: 3 17 Clo s Washer: / Shower: 2-I E ric Water Heater: Tank-less? Yes 0 Not - / Dishwasher: / B flow Prevention Device: / L.-------- Hose Bib: TOTAL OUTLETS: / TOTAL OUTLETS: 'p{7 MAY 0 ;, 201/ CITY OF ANACORTES Fyrrce, Groc From: steve.nelson@shell.com Sent: Thursday,August 31, 2017 10:14 AM To: Fyrrce, Groc; Lange, Steve Subject: RE:4603 Anaco Beach Road, RE: Permit 2017-0253 Steve, Groc, I believe this may be concerning the road improvement? We have agreed to install and we are working with Dale Herrigstad on this design, however there should be a letter in the file addressing that we will submit once plans are available. This was done a week ago as suggested by Don Measamer, so as not to delay the permit. Please let me know if this has changed? Steve From: Fyrrce, Groc [mailto:gfyrrce@cityofanacortes.org] Sent:Wednesday,August 30, 2017 5:51 PM To: Lange,Steve<stevel@cityofanacortes.org> Cc: Nelson, Steve F SOPUS-DMW/424<steve.nelson@shell.com> Subject: FW:4603 Anaco Beach Road, RE: Permit 2017-0253 Hi Steve, Will you please answer this question to Steve Nelson,and copy me in, so that I don't confuse him with any misinformation? Thanks. Groc From:steve.nelson@shell.com [mailto:steve.nelson@shell.com] Sent:Wednesday,August 30, 2017 4:29 PM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org> Subject: RE:4603 Anaco Beach Road, RE: Permit 2017-0253 Thanks, Groc. Can you tell me what plans Steve Lange is waiting for? Steve From: Fyrrce, Groc [mailto:gfyrrce@cityofanacortes.org] Sent:Wednesday,August 30, 2017 3:43 PM To: Nelson, Steve F SOPUS-DMW/424<steve.nelson@shell.com> Cc: Lange, Steve<stevel@cityofanacortes.org>; Nelson, Kait<kaitlynn@cityofanacortes.org> Subject: RE:4603 Anaco Beach Road, RE: Permit 2017-0253 Hi Steve, Steve Lange is waiting for the plans he requested. I'll find out from Kait if there is anything else she needs. 1 Best regards, Groc Fyrrce From: steve.nelson@shell.com [mailto:steve.nelson@shell.com] Sent:Wednesday, August 30, 2017 9:59 AM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org> Subject:4603 Anaco Beach Road, RE: Permit 2017-0253 Hi Groc, Just inquiring if any additional information is required to progress our building permit, at 4603 Anaco Beach Road. I believe the final review was with the drainage analysis. Thanks for your help. Steve Nelson 2 Fyrrce, Groc From: Fyrrce, Groc Sent: Wednesday, September 06, 2017 5:24 PM To: 'steve.nelson@shell.com' Subject: RE:4603 Anaco Beach Road, RE: Permit 2017-0253 Attachments: Anaco Storm Site Plan.pdf Hi Steve, Please see attached file for corrections needed to the site plan so that Kait can finish her stormwater review. Once she approves it,the permit can be issued. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 >in9 t%iopickdcf eo2niiurizdkej affeation ct'i?(r e9atr."cir, My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. From:steve.nelson@shell.com [mailto:steve.nelson@shell.com] Sent:Thursday,August 31, 2017 10:14 AM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org>; Lange,Steve<stevel@cityofanacortes.org> Subject: RE: 4603 Anaco Beach Road, RE: Permit 2017-0253 Steve, Groc, I believe this may be concerning the road improvement? We have agreed to install and we are working with Dale Herrigstad on this design, however there should be a letter in the file addressing that we will submit once plans are available. This was done a week ago as suggested by Don Measamer, so as not to delay the permit. Please let me know if this has changed? Steve From: Fyrrce, Groc [mailto:gfyrrce@cityofanacortes.org] Sent:Wednesday,August 30, 2017 5:51 PM To: Lange,Steve<stevel@cityofanacortes.org> Cc: Nelson,Steve F SOPUS-DMW/424<steve.nelson@shell.com> Subject: FW:4603 Anaco Beach Road, RE: Permit 2017-0253 Hi Steve, 1 Will you please answer this question to Steve Nelson,and copy me in, so that I don't confuse him with any misinformation? Thanks. Groc From:steve.nelson@shell.com [mailto:steve.nelson@shell.com] Sent:Wednesday, August 30, 2017 4:29 PM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org> Subject: RE:4603 Anaco Beach Road, RE: Permit 2017-0253 Thanks, Groc. Can you tell me what plans Steve Lange is waiting for? Steve From: Fyrrce, Groc [mailto:Rfyrrce@cityofanacortes.org] Sent:Wednesday,August 30, 2017 3:43 PM To: Nelson,Steve F SOPUS-DMW/424<steve.nelson@shell.com> Cc: Lange, Steve<stevel@cityofanacortes.org>; Nelson, Kait<kaitlynn@cityofanacortes.org> Subject: RE:4603 Anaco Beach Road, RE: Permit 2017-0253 Hi Steve, Steve Lange is waiting for the plans he requested. I'll find out from Kait if there is anything else she needs. Best regards, Groc Fyrrce From: steve.nelson@shell.com [mailto:steve.nelson@shell.com] Sent:Wednesday,August 30, 2017 9:59 AM To: Fyrrce, Groc<gfyrrce@cityofanacortes.org> Subject:4603 Anaco Beach Road, RE: Permit 2017-0253 Hi Groc, Just inquiring if any additional information is required to progress our building permit, at 4603 Anaco Beach Road. I believe the final review was with the drainage analysis. Thanks for your help. Steve Nelson 2 Steve Nelson 4603 Anaco Beach Road Anacortes WA, 98221 f,21_1 U Steve.cassius@outlook.com - 3 360-333-7839 July 31, 2017 City of Anacortes 700 South 2nd Street Anacortes,WA 98221 RE: 4603 Anaco Beach Road, BLD-2017-0253 Dear Mr. Fyrrce The letter is in reference to City of Anacortes building permit 2017-0253 for the address at 4603 Anaco Beach Road. The purpose of this letter is to provide closure to the items requested by the city in order to complete building permit review. The items and resolution are as follows: Public Works/Engineering 1. Project needs to provide civil plans for the required frontage improvements. We are working with Dale Herrigstad for the frontage improvement design. This will be submitted to the city for approval once completed. 2. Provide easement for sanitary sewer. Please see copy of letter from Chicago Title Company covering the item. 3. Project does not have fire protection. The house design will incorporate a residential sprinkler system per NFPA 13D. g P p Y Planning, Community& Economic Development 1. On revised landscape plan,the enchanced setback area shall be designated as a Native Growth Protection Easement (NGPE). The NGPE shall be recorded as such with the Skagit County Auditor's office once PCED has approved the landscape plan and prior to building permit application issuance (contact PCED for a form). A landscape plan was submitted with the plans. The easement has been recorded with Skagit County under record 201707180008. 2. Prior to certificate of occupancy (CO) being issued for the new single-family residence, the applicant shall contact the City of Anacortes' Department of Planning, Community, and Economic Development for a site inspection to verify that the required landscaping required above is completed and in place Once the landscaping is in place we will notify the City for a final inspection. 3. Prior to building permit issuance, an Elevation Certificate shall be submitted to PCED. Development shall comply with AMC 17.70.060 (B) and International Residentail Code (IRC) Section R322—Flood Resistant Construction. Per the plans set submitted to the City of Anacortes the resident design complies. The Elevation Certificate is attached. 4. Provide 2 full-sized site plans to the City of review. Two sets of full-sized site plans are provided. 5. Provide drainage report. Drainage report is attached. Regards, Steve Nelson Attachments U.S. DEPARTMENT OF HOMELAND SECURITY ; � E� ' OMB No. 1660-0008 Federal Emergency Management Agency JUL 0 �I 2011 9 Y 9 g Y l Expiration Date: November 30, 2018 National Flood Insurance Program i • ELEVATION CERTIFICATE Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A— PROPERTY INFORMATION FOR INSURANCE COMPANY USE Al. Building Owner's Name Policy Number: Steven Nelson and Tara Dowd A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Company NAIC Number: Box No. 4603 Anaco Beach Road City State ZIP Code Anacortes Washington 98221 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) P61819, A portion of Tract 7, Anaco Beach. Recorded in Vol. 5 of Plats, page 4, Records of Skagit County, Washington. A4. Building Use (e.g., Residential, Non-Residential, Addition, Accessory, etc.) Residential A5. Latitude/Longitude: Lat. 48d29'11.19" N Long. 122d40'03.12" Horizontal Datum: ❑ NAD 1927 ❑x NAD 1983 A6. Attach at least 2 photographs of the building if the Certificate is being used to obtain flood insurance. A7. Building Diagram Number 1A A8. For a building with a crawispace or enclosure(s): a) Square footage of crawlspace or enclosure(s) 0 sq ft b) Number of permanent flood openings in the crawispace or enclosure(s) within 1 .0 foot above adjacent grade c) Total net area of flood openings in A8.b 0 sq in d) Engineered flood openings? ❑ Yes 0 No A9. For a building with an attached garage: a) Square footage of attached garage 550 sq ft b) Number of permanent flood openings in the attached garage within 1.0 foot above adjacent grade 0 c) Total net area of flood openings in A9.b 0 sq in d) Engineered flood openings? ❑ Yes x No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number B2. County Name B3. State City of Anacortes 530317 Skagit County Washington B4. Map/Panel B5. Suffix B6. FIRM Index B7. FIRM Panel B8. Flood Zone(s) B9. Base Flood Elevation(s) Number Date Effective/ (Zone AO, use Base Revised Date Flood Depth) 0060 A 09/17/2003 AE 7 B10. Indicate the source of the Base Flood Elevation (BFE) data or base flood depth entered in Item B9: ❑ FIS Profile x FIRM ❑ Community Determined ❑ Other/Source: B11 . Indicate elevation datum used for BFE in Item B9: ❑x NGVD 1929 ❑ NAVD 1988 ❑ Other/Source: B12. Is the building located in a Coastal Barrier Resources System (CBRS) area or Otherwise Protected Area (OPA)? n Yes ❑x No Designation Date: l CBRS n OPA FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 1 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: 4603 Anaco Beach Road City State ZIP Code Company NAIC Number Anacortes Washington 98221 SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) C1. Building elevations are based on: 0 Construction Drawings* ❑ Building Under Construction* ❑ Finished Construction *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations — Zones Al—A30, AE, AH, A (with BFE), VE, V1—V30, V (with BFE), AR, AR/A, AR/AE, AR/A1—A30, AR/AH, AR/AO. Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Rico only, enter meters. Benchmark Utilized: GPS SmartNet North America Vertical Datum: NAVD88 Indicate elevation datum used for the elevations in items a) through h) below. 0 NGVD 1929 El NAVD 1988 n Other/Source: Datum used for building elevations must be the same as that used for the BFE. Check the measurement used. a) Top of bottom floor (including basement, crawlspace, or enclosure floor) 9. 22 0 feet El meters b) Top of the next higher floor 18, 22 n feet ❑ meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A. El feet ❑ meters d) Attached garage (top of slab) N/A. ❑x feet ❑ meters e) Lowest elevation of machinery or equipment servicing the building 9. 22 0 feet ❑ meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 8. 72 0 feet ❑ meters g) Highest adjacent (finished) grade next to building (HAG) 9. 10 0 feet ❑ meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including 8. 72 ❑x feet ❑ meters structural support SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? El Yes ❑ No ❑ Check here if attachments. i e,0,...+Y.., s� ` , Certifier's Name License Number �` ��! '�i Dale Herrigstad PLS 27807 t �' .G,, t 4�V ,Nf'WASy;•• (/) -- President President � :•Nr • :,; a 0� � i 4. Company Name (-:4 ',;_ : e 4 �, Herrigstad Engineering & Surveying Air A ," -' • o •, ,Q I- e O•� 1 Address f �sl,'•• GISTES\ • �� s 4320 Whistle Lake Road /��L•L A�� City State ZIP Code iIh1,00,...w�,4..••r r0.0•4. 14,6 rrat, Anacortes Washington 98221 7 ! 3 r ' ,0 / 7 Signat �` Date Telephone `o 1 4411r, 07/31/2017 (360) 299-8804 Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) The VERTCON conversion from NAVD 88 to NGVD 29 is minus 3.78'. Survey grade GPS. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 2 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El—E5. If the Certificate is intended to support a LOMA or LOMR-F request, complete Sections A, B,and C. For Items El—E4, use natural grade, if available. Check the measurement used. In Puerto Rico only, enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the elevation is above or below the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet E meters ❑ above or ❑ below the HAG. • b) Top of bottom floor (including basement, crawlspace, or enclosure) is ❑ feet n meters ❑ above or ❑ below the LAG. E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or 9 (see pages 1-2 of Instructions), the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet meters above or ❑ below the HAG. E3. Attached garage (top of slab) is ❑ feet meters above or ❑ below the HAG. E4. Top of platform of machinery and/or equipment servicing the building is ❑feet ❑ meters ❑ above or ❑ below the HAG. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance with the community's floodplain management ordinance? ❑ Yes ❑ No ❑ Unknown. The local official must certify this information in Section G. SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community-issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owner's Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments n Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 3 of 6 OMB No. 1660-0008 ELEVATION CERTIFICATE Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8—G10. In Puerto Rico only, enter meters. GI. ❑ The information in Section C was taken from other documentation that has been signed and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) G2 ❑ A community official completed Section E for a building located in Zone A (without a FEMA-issued or community-issued BFE) or Zone AO. G3. ❑ The following information (Items G4—G10) is provided for community floodplain management purposes. G4. Permit Number G5. Date Permit Issued G6. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: n New Construction ❑ Substantial Improvement G8. Elevation of as-built lowest floor (including basement) of the building: ❑ feet ❑ meters Datum G9. BFE or (in Zone AO) depth of flooding at the building site: • ❑ feet ❑ meters Datum G10. Community's design flood elevation: ❑ feet ❑ meters Datum • Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) n Check here if attachments. FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 4 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE See Instructions for Item A6. Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A6. Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Photo One Caption Photo Two Photo Two Photo Two Caption FEMA Form 086-0-33 (7/15) Replaces all previous editions. Form Page 5 of 6 BUILDING PHOTOGRAPHS OMB No. 1660-0008 ELEVATION CERTIFICATE Continuation Page Expiration Date: November 30, 2018 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. Policy Number: City State ZIP Code Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. Photo One Photo One Photo One Caption Photo Two Photo Two Photo Two Caption FEMA Form 086-0-33 (7/15) Replaces all previous editions. 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The following information is needed: 1. On the revised landscape plan, the enhanced setback area shall be designated as a Native Growth Protection Easement (NGPE). The NGPE shall be recorded as such with the Skagit County Auditor's Office once PCED has approved the landscape plan and prior to building permit application issuance (Contact PCED for a_fornt)-. 2. Prior to certificate of occupancy(CO) being issued for the new single-family residence,the applicant shall contact the City of Anacortes' Department of Planning, Community, and Economic Development for a site inspection to verify that the required landscaping required above is complete and in place. 3. Prior to building permit issuance, an elevation certificate shall be submitted to PCED. Development shall comply with AMC§ 17.70.060(B) and International Residential Code (IRC) Section R322—Flood Resistant Construction. Kevin Cricchio, AICP I Associate Planner I Planning, Community& Economic Development Department P.O. Box 547 1904 6'h Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.orq www.cityofanacortes.org My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 BUILDING PERMIT APPLICATION REVIEW: 161—b? \IiI(3("-N5c-2N DATE: VI ?S. .-- PERMIT#: irkSITE ADDRESS: IP C.V PARCEL#: c‘---) IZ::R �� )(9) SURVEYED SITE PLAN: yes no • Does site plan & dimensions match survey yes ❑ no ZONING DISTRICT: J • Is the land use permitted in zone yes 0 no CRITICAL AREAS: ` "r�r.1>P , -� �yi° • Is anycritical areas located either on the Fsub'ec Q �subject property or within 300 feet i!, es �,; ��,�o 1 SHORE NE JURISDICTION: • yes ❑ no c\ier0-11Z)C-) \ al. Et(k,____," • Shoreline Environment: I C ')AC{I Olck from OHWM: ("J _ 1 • Is the land use permitted in environment yes 0 no IMPERVIOUS SURFACE MAXIMUM: VA ®t e d' '' \\J.:10 MINIMUM SETBACKS: c?„.\---e ✓. MINIMUM LANDSCAPING: MINIMUM # OF TREES: A_ ,,---ar21/1 / MAX LOT COVERAGE: \A n e,(-- i 0 MAX PERMITTED HEIGHT: (fir)' c ( '''2 JEASEMENTS: A Print Window Page 1 of 1 Details for Parcel: P61819 i Jurisdiction: ANACORTES Zoning Designation: o !: s Please contact the city of ANACORTES for ANACORTES zoning information. Recorded Documents Excise Affidavits Documents scanned and recorded by the Auditor's office Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P61819 3858-000-007-0208 SE 27 35 01 Owner Information Site Address(es) Map Links NELSON STEVEN F & DOWD TARA M 4603 ANACO BEACH RD Open in iMap 4603 ANACO BEACH RD Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: ANACORTES, WA 98221 Zip Code Lookup I Site Address Information PDF I DWF Current Legal Description Abbreviation Definitions THAT PORTION OF TRACT 7, ANACO BEACH, RECORDED IN VOLUME 5 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, DESCRIBED AS FOLLOWS; BEGINNING ON THE NORTHWESTERLY LINE OF SAID TRACT 7, 185.5 FEET SOUTHWESTERLY FROM THE NORTHWEST CORNER OF SAID LOT, THE SAME BEING THE SOUTHWESTERLY POINT OF TRACT SOLD TO CHARLES AND LINDA SCHORK RECORDEDED UNDER AF#668771; THENCE SOUTHWESTERLY ALONG THE NORTHWESTERLY LINE OF LOT 7 TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTHEASTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT TO THE SOUTHEAST CORNER OF SAID LOT; THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE OF LOT 7 TO THE SOUTHEAST CORNER OF THE AFOREMENTIONED SCHORK TRACT; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF THE SCHORK TRACT TO THE POINT OF BEGINNING; TOGETHER WITH THE SOUTHEASTERLY 20 FEET OF TRACT 6, ANACO BEACH ADJOINING THE ABOVE DESCRIBED TRACT. SURVEY AF#201510290038 2016 Values for 2017 Taxes* Sale Information 2017 Property Tax Summary Building Market Value $140,500.00 Deed Type WARRANTY DEED 2017 Taxable Value $722,700.00 Land Market Value +$582,200.00 Sale Date 1999-12-06 General Taxes $6,881.58 Total Market Value $722,700.00 Sale Price $400,000.00 Special Assessments/Fees Assessed Value $722,700.00 Total Taxes $6,881.58 Taxable Value $722,700.00 * Effective date of value is January 1 of the assessment year(2016) Legal Description at time of Assessment *Land Use (111) HOUSEHOLD, SFR, INSIDE CITY WAC 458-53-030 Neighborhood (22FIDALGO) FIDALGO WATERFRONT RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities *SEP, PWR, WTR-P Acres 0.24 Improvement 1 Attributes Summary Building Style ONE STORY Year Built 1952 Foundation CONCRETE Above Grade Living Area 1,800 Square Feet Exterior Walls METAL/VINYL SIDING Finished Basement Roof Covering COMP *Total Living Area 1,800 Square Feet Heat/Air Conditioning FORCED AIR Unfinished Basement Fireplace SINGLE 1 STORY *Total Garage Area 264 Square Feet Bedrooms 2 Bathrooms 2 FULL BATHS For additional information on individual segments see Improvements tab * Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. * Total living area includes above grade living area and finished basement area. * Garage square footage includes all garage areas; basement garages, attached garages, detached garages, etc. Assessment data for improvements is based on exterior inspections. Please contact the Assessor's office if the information does not accurately reflect the interior characteristics. https://www.skagitcounty.net/Search/Property/ 5/25/2017 Anacortes Planning, Community & Economic Development Dept. Permit Center 4,1P.O.Box 547,Anacortes,WA 98221-0547 PH(360)293-1901 O* Don Measamer,Director of Planning, Community and Economic Development FAX(360)293-1938 EXEMPTION FROM THE SHORELINE MANAGEMENT ACT'S (SMA) SHORELINE SUBSTANTIAL DEvELOPMENT=PERMIT(SSDP). APPLICANT& LANDOWNER: Steven Nelson &Tara Dowd, 4603 Anaco Beach Road, Anacortes, WA FILE NO.: SLX-2017-0003 APPLICATION DATE: January 27, 2017 ACTION: Approved I. DESCRIPTION AND LOCATION: SUBJECT PARCEL: P61819 PROJECT LOCATION: The site address is 4603 Anaco Beach Road,Anacortes,WA 98221.The subject property is located in a portion of Section 27;Township 35 North; Range 01 East; Willamette Meridian. PROJECT DESCRIPTION: The project site is±0.24 acres in area.The subject proposal involves the demolition of an existing single-family residence located onsite and the construction of a new single-family residence. The property is surrounded by single-family residences to the northwest and northeast. Ingress and egress to the project site and Anaco Beach Road is provided by a shared access easement. Burrows Bay bounds the subject property to the southwest. The new residence will comply will all applicable underlying zoning and shoreline environment /designation regulations, with the exception to the 60-foot setback as measured from the ordinary high water mark (OHWM). The applicant seeks an administrative exception that would permit a 25% reduction (or 45 feet) to the 60-foot setback as is allowed by Development Regulation (DR) 5.9.6 of the City of Anacortes' 2010, Shoreline Master Program (SMP). With this administrative exception to the 60-foot setback, the new residence would be located 45.5 feet from the ordinary high water mark. The existing residence slated for demolition is 39 feet from Page 1 of 6 fences; installation of a septic tank and drain field and grading which does not exceed two hundred fifty cubic yards and which does not involve placement of fill in any wetland or waterward of the ordinary high water mark. Local circumstances may dictate additional interpretations of normal appurtenances which shall be set forth and regulated within the applicable master program. Construction authorized under this exemption shall be located landward of the ordinary high water mark." 3. The one-foot expansion in height and length to the existing rock seawall is exempt from the requirement to obtain a Shoreline Substantial Development Permit (SSDP) pursuant to WAC 173.27.040(2)(b) — "Normal maintenance or repair of existing structures or developments, including damage by accident, fire or elements. "Normal maintenance" includes those usual acts to prevent a decline, lapse, or cessation from a lawfully established condition. "Normal repair" means to restore a development to a state comparable to its original condition, including but not limited to its size,shape, configuration, location and external appearance, within a reasonable period after decay or partial destruction, except where repair causes substantial adverse effects to shoreline resource or environment. Replacement of a structure or development may be authorized as repair where such replacement is the common method of repair for the type of structure or development and the replacement structure or development is comparable to the original structure or development including but not limited to its size, shape, configuration, location and external appearance and the replacement does not cause substantial adverse effects to shoreline resources or environment." 4. The construction of a new single family residence is exempt from SEPA environmental review pursuant to WAC 197.11.800(1)(b)(i) — 'The construction or location of four detached single family residential units." 5. Per Table 5.2 City of Anacortes 2010 Shoreline Master Program,the required setback in the Shoreline Residential Shoreline Environment /Designation is sixty (60) feet as measured from the ordinary high water mark (OHWM). Per development regulation (DR) 5.9.6 of the City of Anacortes' 2010, Shoreline Master Program, reductions of up to twenty-five (25) percent (up to 45 feet from OHWM) of the standard setback may be approved provided that they enhance the setback area or provided that conditions exist within the site's shoreline setback exist that substantially prevent or impair delivery of most riparian functions. Accordingly, the applicant proposes to construct 45.5 feet from the OHWM as is allowed by this reduced setback development regulation of the SMP. Additionally, the applicant proposes to add 1,267 square feet of buffer enhancement by the planting of native vegetation within the reduced. setback area. This percentage of riparian buffer enhancement however has been increased by condition of approval#9 below listed below. IV. DECISION: ® APPROVED ❑ DENIED Page 4 of 6 V CONDITIONS: 1. All applicable local,state and federal permits and authorizations shall be secured prior to work beginning on the site. 2. Best Management Practices shall be implemented at all times during the proposed demolition activities, construction of a new single-family residence, and maintenance and repairs activities associated with the existing seawall. 3. The applicant shall adhere to the applicable policies and development regulations (DR)contained in the City of Anacortes'2010,Shoreline Master Program including but not limited to those in: Section 5.9 Shoreline Residential, Chapter 6 Environmental Protection General Regulations, Section 6.5 Vegetation Conservation, and other applicable provisions of the Shoreline Master Program. 4. Work hours are limited to Monday through Sunday from 7:00 AM to 10:00 PM. 5. All work/construction activities proposed as part of this project shall occur landward of the ordinary high water mark. No in water work of any kind is permitted. 6. Per DR-5.9-10 of the SMP,the maximum percent of impervious surface on the subject property is limited to thirty(30) percent. 7. Development shall comply will all applicable R2 development standards including but not limited to minimum setbacks as measured from the respective property lines, maximum permitted lot coverage, and maximum permitted height. 8. The sixty (60) foot setback as measured from the ordinary high water mark is hereby decreased to 45.5 feet as is allowed per Development Regulation (DR) 5.9.6 of the City of Anacortes 2010 Shoreline Master Program. Eaves may extend no more than two (2)feet into this reduced setback. No further reduction to the setback is hereby given. 9. At time of building permit application submittal,a revised and detailed landscape plan shall be submitted to PCED for review that complies with SMP DR-5.9-11.A minimum of 15% of the total lot area (or 1,568 square feet) shall be replanted with native vegetation contiguous with the shoreline setback area adjacent to Burrow's Bay and the ordinary high water mark/seawall. 10. On the revised landscape plan, the enhanced setback area shall be designated as a rt. Native Growth Protection Easement(NGPE). The NGPE shall be recorded as such with 1,t the Skagit County Auditor's Office once PCED has approved the landscape plan and prior to building permit application issuance. 11. Prior to certificate of occupancy(CO) being issued for the new single-family residence, the applicant shall contact the City of Anacortes' Department of Planning,Community, ' +" - and Economic Development for a site inspection to verify that the required landscaping required above is complete and in place. 12. If any artifacts or human remains are found upon excavation, the Samish Indian Nation; the City of Anacortes' Department of Planning, Community, & Economic Development; and the State of Washington's Department of Archaeology and Historic Page 5 of 6 Preservation (DAHP)shall be immediately notified and the work in the immediate area cease. Pursuant to RCW§27.53.060 it is unlawful to destroy any historic or prehistoric archaeological resources. RCW 27.44 and § 27.53.060 require that a person obtain a permit from the Washington State Department of Archaeology and Historic Preservations before excavating, removing, or altering Native American human remains or archaeological resources in Washington. ,if ., 13. Prior to building permit issuance, an elevation certificate shall be submitted to PCED. v; ! ' Development shall comply with AMC § 17.70.060(B) and International Residential ) Code (IRC) Section R322—Flood Resistant Construction. Approved by: March 10,2017 Don Measamer Date Director of Planning, Community, & Economic Development &Shoreline Administrator Page 6 of 6 i — 1 RECORD OF SURVEY AUDITOR'S CERTIFICATE FILED FOR RECORD AT THE REQUEfr t EMMER CONSULTING GROUP, PLLC s,."=•. a, iL IIHIMER 201510 I III - , I ii'r."----/______,_„.. As Skagit County Auditor ` ':;-sist- "•:: :i; old <i:. '=. Se.,.., is Fe 9 1`''�f "�:.111"�&A q ` k6a°o3, 032T0 �w� 10/29/2015Pa a { ;: .-3:Y.n .III ; ,7 \•�RFOJ CLOUDED PORTION REPRESENTS SCOPE OF SURVEY. ,r" " -=F. • O TIDELANDS NOT SURVEYED. Y':• ";1;,,`w " CtIT qQ ` :r ..., "� \` I ,.<' GITC' Fi • N I $ •r3, Order No: 104740-PA •':—.—Ne - :.i • '? Mitt, ail. 'l.:, .,. 5 Schedule "A-1" ;. "s. , ',. DESCRIPTION; '',`•'" I 05).. Ss?. ;sis- `slsQ. S? _'' '"=. .`� Y�'!%;. F �F That portid of l' ` ct 7, "A IAC[ EACFf,1KAJIT COUNTY, WASHINGTON,"as per plat recorded in ?oB ? Volume 5 of I%ts, pale 4, i`Mords of Skdgit Cry'finty, Washington, described as follows: '��(A ;,,L •,„: : 6 SURF _,;;,: Beginning on tite"Northcesterly..;llne plaid Tract 7, 185 $ feet Southwesterly from the Northwest corner of ;. "';!• said lot, thamng the Soy.- 'sterly point of a tract sold to Charles Stanton Schork and Linda Louise 'ii. `•§.chork,: isby,fd and*ife, iftlderiteal Estate Contract dated May 5, 1965, and recorded July 9, 1965, under -;. Msiitor'4116h No. 66,8 t1; .:,::= ;> "` `:. thei,e Southwes iy almig the Northwesterly line of lot 7 to the Southwest corner of said lot; K ,:I'- ,,,,,.•I �``,?: 'theni3.Southepiterlyae'iong the Southwesterly line of said lotto the Southeast corner of said lot; '4t 7 .:•"'' t4i nce prth`elsl�fy along the Southeasterly line of Lot 7 to the Southeast corner of the aforementioned 1 ii: ` thencNotnwesteriy along the Southwesterly line of the Schork Tract to the point of beginning; =3, ' "OGET} k WITH the Southeasterly 20 feet of Tract 6, "ANACO BEACH, SKAGIT COUNTY, [;1 WASHINGTON," as per plat recorded in Volume 5 of Plats,page 4, records of Skagit County,Washington, _ jil r Adjoining the above described tract: 8 f . }? •` `"' - ...,.?:E., ALSO TOGETHER WITH that portion of the following described tidelands which adjoin the Southeasterly ANACO I3fACH : '` A. �`-' "'`' 20 feet of Lot 6, "ANACO BEACH,SKAGIT COUNTY, WASHINGTON, "as per plat recorded In Volume 5 of ds'' .•, :;•va plats, page 4, records of Skagit County,PC 4 '-: 'L- + That portion of Tracts 2 and 3, Plate 3,ANACORTES TIDELANDS, lying in front of Government Lot 3, 4,•• 'i -"' '. ,:• ::, ;; Section 27, Township 35 North, Range 1 East, W.M., as shown on the official map on file in the office of the Commissioner of Public Lands in Olympia, Washington , described as follows: ix " .,NOTES:.;!_ -.., Beginning at a point on the Northeasterly side of said Tract 3,which point is also the most Westerly point of ''s;, +•... Lot 6 of ANACO BEACH; THIS SURVY WAS PERFORMED BY FIELD thence run Southwesterly to a point on the Southwesterly side of said Tract 2, also the inner harbor fine, • TRAVERSE WITH A::$ SECOND TOTAL STATION IN which is North 29° 23'45"West a distance of 140.56 feet from the intersection of said inner harbor line with „r'` ' ;,, SEPTEMBER Q ggitS. MONUMENTS SHOWN WERE the East line of said Tract 2; `'•I. VISITED AT THAT"TIME. ACCURACY EXCEEDS THE thence South 29° 23'45"East along said inner harbor Tine a distance of 95.08 feet; CONCRETE WALL VARIES 0.1'TO 0.3' `c'spo •• *e' `•''' WAG 332-030-090 REQUIREMENTS. Thence Northeasterly to a point on the Northeasterly side of said Tract 3 which is North 52° 33' West a SOUTHEAST OF PROPERTY LINE So 33` !-" + " distance of 40.02 feet from the most Southerly corner of said Lot 8 of said ANACO BEACH; OO' e lee L"- thence North 52°33' West 140,07 feet to said point of beginning; . .. THIS SURVEY DOES NOT PURPORT TO SHOW ALL !II . e.,. - EASEMENTS WHICH MAY AFFECT THE PROPERTY. AND ALSO TOGETHER WITH the grantors undivided interest In: .4' a `;;. -.;;,«:•..:,:,:_;If.;.... `:. 4` I% y: " - : i:: -' THE BASIS OF BEARINGS IS THE MONUMENTED The Northwesterly 20 feet of Tract 8, "ANACO BEACH, SKAGIT COUNTY, WASHINGTON,"as per plat recorded `""`_' ''`m '''. 'r`="1" r',;, CENTER LINE OF ANACO BEACH ROAD, AS SHOWN. in Volume 5 of Plats, page 4, records of Skagit County, Washington: P61819 a. r -' THE VERTICAL DATUM IS NAVDBB. iegi 4603 ANACO BEACH ROAD ` ri, ALSO that portion of the following described tidelands which adjoin Lot 7 and the Northwesterly 20 feet of �o AO¢ z Lot 8 of said ANACO BEACH; !'!� STONE WALL �cl' yQ+ : ';-. ` ✓ \ ' ''� ' LEGEND (SEPTEMBER, 2015) That portion of Tracts 2 and 3, Plate 3,Anacortes Tidelands, lying in front of Government Lot 3,Section 27, +� • ELEVATION i t P ' " �" - "''`f North, RangeM., described as follows: !�,+l�. ON BULKHEAD .4' ? s• . ft.. ";; '"'` FOUND CASED MONUMENT Township35 ort 1 East, W. ^ "' '4, NAVD88 '. `� ''�: / _ 1/. Beginning at a point on the Northeasterly side of said Tract 3 which point is also the most Westerly point of ' �� d • SET REBAR WITH CAP NO. 37550 Lot 6 of ANACO BEACH; , ! U • +!'+t BULKHEAD •_,I"., `r �i" O FOUND SURVEY MARKER AS NOTED �` Y • '`' " "'` 30 60 thence run Southwesterly to appoint on the Southwesterly side of said Tract 2, also on the inner harbor line SS �`�',,, 0,5 PA fTIAL OF LOT HIf r�F Nv .'.. 0 . :''� which is North 29° 23'45" West a distance of 140.56 feet from the intersection of said inner harbor line with ?u�? ''4,+t` 4'.0 i� tr• 20 EET Lar4.ACT`SAS ..._=. • SET PIN/WASHER NO. 37550 IN CONCRETE the East line of said Tract 2; S+ i,' �t - STri ET FRONTAC3l - `;,;�, U SET STAKE AT GROUND ELEVATION DCNCRt BUi3 H1EAD thence South 29° 23'45" East along said inner harbor line a distance of 95.08 feet; 04 .VAFZIeS D.1�''ltD 0.5: ` '- ,, i;,:... ,?#.OR%IWEST'C;IF PF PERTY ,•,, '• - `'��r.•;,LAE ''r:; "4:, Thence Northeasterly to a point on the Northeasterly side of said Tract 3 which is North 52°33'West 40.02 LINE AS SHOWN ON PLAT OF ANACO BEACH. `I , t. A.,_ " *.: ?I• feet from the most Southerly corner of said Lot 8 of said ANACO BEACH TIDELAND OWNERSHIP NOT INVESTIGATED. a - " - %;'.+ 'U-' EXTENTS OF TIDELANDS NOT SURVEYED. ,,r.st L . ``1. '+c sl, - ° +•`:-I,,, p. I: Thence North 52 33'West a distance of 140.07 feet to said point of beginning. •. f�,.,' v:z 'r`c;'. "'' "':. !'psi: '�G '' �•. ',.:1„. Ali Situate in the County Skagit,State of Washington. , :>: •i:S:.1/4 :1: �' ::r•:`' f ofrrrriiirrrririE�� \�"11 .... `..•.!:� `;1.2. ::k "" *lc. HQt "'-6Uf YJaR'S 'II. RTIF TE tg:1141 Pr k o* 'pc Wass V'�, RECORD OF SURVEY SW/4, SE/4, s_... 'mat+: �:'-•'�' ��, �4, SEC. 27, 5.r;. -::... .,:;:. f;„„ 4) �...� ck. �+'0 CI FOR T35N,R1 E, W.M. :: '.. MAP COR1C rY REP'FtEI 'u A SURVEY MADE BY ME OR \ 3' z ! `�CHE�►�(�j� ' :IJNCft<rR MY DiRE&TiO AND IN CONFORMANCE WITH THE 3 , , � FJ li`l it CONSULTING GROUP TUE STEVE NELSON SKAGIT COUNTY, WA OIEQUIREMENTS O -H-B:eURVEY RECORDING ACT, AT THE �. 37550 0 4 • - �' ENGINEERING CIVIL-STRUCTURAL-PLANNING RE 1UE OF ST E' '> ON IN SEPTEMBER, 2015. j m j c i -, ,a , SURVEYING DATE: 10-29-2015 JOB NO.: 15-064 RESIDENTIAL HOME DESIGN SGALE: 1"=30' SHEET: 1 OF 1 . ,, n /on 2-045 �� 3014 Commercial Ave. Suite C, Anacortes, WA 98221 JOHN I �CEIlL5, CERTI ICATE N0. 37550 'hN.»��.��‘\\N.-:riiii�rririiiiid' office: 360-293-9006 fax: 360-293-4051 CAD FiLE: 15-064 STEVE NELSON.DWG ` ;1? .. - I Fyrrce, Groc From: Fyrrce, Groc Sent: Wednesday,June 21, 2017 12:04 PM To: 'dhall@studioedison.com' Cc: Ingalls, Paul; Cricchio, Kevin; Kennedy,Jack; Nelson, Kait; Lange, Steve Subject: 4603 Anaco Beach Road Plan Review Attachments: 4603 Anaco Beach Road PW Plan Review.pdf Hi David, The Plan Reviews have been done. The following are the results of the review: Stormwater review was done and our reviewer, Kait Nelson, emailed a request to the applicant for required documents so that she can do her review. See attached Public Works Plan Review notes for required corrections needed for Steve to finish his review. Below is the Planning Plan Review, please address the corrections so that Kevin can finish his plan review: • 5-25-17 RE: 4603 Anaco Beach Road, BLD-2017-0253 David, I have completed my review of the building permit application for 4603 Anaco Beach. The following information is needed: 1. On the revised landscape plan, the enhanced setback area shall be designated as a Native Growth Protection Easement (NGPE). The NGPE shall be recorded as such with the Skagit County Auditor's Office once PCED has approved the landscape plan and prior to building permit application issuance (Contact PCED for a form). 2. Prior to certificate of occupancy(CO) being issued for the new single-family residence,the applicant shall contact the City of Anacortes' Department of Planning, Community, and Economic Development for a site inspection to verify that the required landscaping required above is complete and in place. 3. Prior to building permit issuance, an elevation certificate shall be submitted to PCED. Development shall comply with AMC§ 17.70.060(B) and International Residential Code (IRC) Section R322—Flood Resistant Construction. Kevin Cricchio, AICP I Associate Planner I Planning, Community &Economic Development Department P.O. Box 547 1904 6th Street I Anacortes, WA 98221 360.293.1937 (work) I kevinc@cityofanacortes.org I www.cityofanacortes.orq My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 1 Jack Kennedy, Fire Marshall, stated that because there is no water supply within the minimum distance (a hydrant with a fire flow of 1750 gpm is required); therefore, the residence is required to have a Residential Sprinkler System per NFPA 13D. The only correction I have, is that 2 full-size site plans be provided to the City for review. Please submit a transmittal letter stating the correction required, and how it was corrected,for each item, on each review, and address it to the appropriate party. You do not have to submit separate site plans, if all the items required in each review can be clearly and legibly shown on one site plan. If you have any questions,feel free to address them to the appropriate party. Best regards, Groc Fyrrce Building Inspector/Permit Technician City of Anacortes (360)293-1901 I)t>�tdiiveiele da e eam-»uc>zitieJ tAxway4z ec/ceatiop,aim/eac/er-atleiz My incoming and outgoing email messages are subject to public disclosure requirements per RCW 42.56. 2 it Steve Nelson i(ali 4603 Anaco Beach Road E Anacortes WA, 98221Ciry oF F Steve.cassius@outlook.com ;JR 360-333-7839 July 31, 2017 City of Anacortes 700 South 2nd Street Anacortes, WA 98221 RE: 4603 Anaco Beach Road, BLD-2017-0253 Dear Mr. Fyrrce The letter is in reference to City of Anacortes building permit 2017-0253 for the address at 4603 Anaco Beach Road. The purpose of this letter is to provide closure to the items requested by the city in order to complete building permit review. The items and resolution are as follows: Public Works/Engineering 1. Project needs to provide civil plans for the required frontage improvements. We are working with Dale Herrigstad for the frontage improvement design. This will be submitted to the city for approval once completed. 2. Provide easement for sanitary sewer. Please see copy of letter from Chicago Title Company covering the item. 3. Project does not have fire protection. The house design will incorporate a residential sprinkler system per NFPA 13D. Planning, Community& Economic Development 1. On revised landscape plan,the enchanced setback area shall be designated as a Native Growth Protection Easement (NGPE). The NGPE shall be recorded as such with the Skagit County Auditor's office once PCED has approved the landscape plan and prior to building permit application issuance (contact PCED for a form). A landscape plan was submitted with the plans. The easement has been recorded with Skagit County under record 201707180008. 2. Prior to certificate of occupancy (CO) being issued for the new single-family residence, the applicant shall contact the City of Anacortes' Department of Planning, Community, and Economic Development for a site inspection to verify that the required landscaping required above is completed and in place Once the landscaping is in place we will notify the City for a final inspection. 3. Prior to building permit issuance, an Elevation Certificate shall be submitted to PCED. Development shall comply with AMC 17.70.060 (B) and International Residentail Code (IRC) Section R322— Flood Resistant Construction. Per the plans set submitted to the City of Anacortes the resident design complies. The Elevation Certificate is attached. 4. Provide 2 full-sized site plans to the City of review. Two sets of full-sized site plans are provided. 5. Provide drainage report. Drainage report is attached. Regards, Steve Nelson Attachments HERRIGSTA.D ENGINEERING PS Civil Engineer 4320 Whistle Lake Road Dale Herrigstad, P.E. Anacortes, WA 98221 (360) 299-8804 4603 Anaco Beach Road Nelson/Dowd Home Site DRAINAGE ANALYSIS July 25,2017 Job#2017-98 Prepared By: Dale K. Herrigstad P.E. 4Is. Gn , ov wsikt .16 Cl_ e. ,in. „tr:s7 A ry } 29 i 7 A� R 27807 c 7 _C.,?)-----i . , , .r. k ,. . f) / '� O,, &GIST c �/ 4 G S/ONAL Owner: Steve Nelson &Tera Dowd 4603 Anaco Beach Road Anacortes, WA 98221 The stormwater plan will be based on the requirements of the 2012 DOE Stormwater Management Manual for Western Washington, as required by the City of Anacortes Drainage Ordinance. 2 TABLE OF CONTENTS Page SECTION TITLE 2 PROJECT DESCRIPTION 2 EXISTING CONDITIONS 3 DOE Stormwater Management Manual Minimum Requirements 3 Minimum Requirement#1: Prepare a Stormwater Site Plan 4 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) 5 Minimum Requirement#3: Source Control of Pollution 5 Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls 6 Minimum Requirement#5: On-site Stormwater Management ATTACHMENT A Developed Site Conditions ATTACHMENT B Soils report ATTACHMENT C DOE Manual Flow Chart Figure I-2.4.1 ATTACHMENT D Soil amendment requirements ATTACHMENT E DOE&DOT BMP Figures ATTACHMENT F DOE Downspout dispersion trench detail PROJECT DESCRIPTION This project is to remove an existing 2,600 square foot home and replace with a new 3,031 square foot home including decks and patios and add 1,200 square foot pervious paver driveway for a total of 4,231 square foot total impervious area at 4603 Anaco Beach Road. The site is water front property on Burrows Bay. The site access Anaco Beach Road through a paved driveway along a common ownership driveway. The site property is 10,454 square feet(0.24 acres). See ATTACHMENT A. EXISTING SITE CONDITIONS The 10,454 square foot or 0.24 acre site is landscaped outside of existing 2,600 square foot house and paved parking area. The site slopes down to the south at an average of 1.5%to a stone wall bulkhead along the Borrows Bay Ordinary High Water Mark. This report will address the water quality as well as detention requirements of the proposed improvements to the site meeting the current 2012 (Amended in December 2014). Site soils were investigated by Gary Smith a Licensed septic designer. The report is in ATTACHMENT B. { 1 - ___ P�.»..._ - . .. . _.. --..._,. ._, _. . _ ... - \03 r • t+ .+o • + :� 41. 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( r . .. .. — _ . . _. . _ _. . .. .. ___ .. 1 I V `i S • __:..•ram- , • • .}�, • it�• • '» CIUGC? 4�eJ ------•.' tt ; 5 i __-.�.._._ _.._.i o • I . His• ^y ; 1J v 11 I 1 1 ' �>.G1�1'f!} tlYYg♦ . � . t. • R. �s.�.:_J�3Y fa'.sN+-.4hfi1T.G.iAaX•Y v�:.hx'.�w....Y... IfA4oUUQaY.s^.nbmY.:a-a t . \ • to I i � NO � 1Z e tv. • i.�4 Z 9 kki j Z . Al It] fs* t,14% t1-1-1 1•) N �- 1 )\Ic 'Cl; I N. \.. ft IW VI .., Fa+ N • I I N II i I kJ • ' to, j1 ` s k 1'-, + \ • 4 I `• ( . , k `,,) sC . � • _ _ .►. .._ • yr, ... .... -.. �.. _• ri .r+ • .w iwM r +Y• ...r «... �r .ter rr ...._. r ..r ' ..�. 1 , r A •.w ••{• w ..�. Y.r ..� �• .r.. _.., _ •_w ,•._ ..... I* wr _.y.• ••..r - r ..... ..�.r. ... ..� _..• .,w ..r. -•..+ « =.. ♦r._. 7 • w w.. • . - • . • . . .. . _ • ♦ . .a ••. .. •.. _r..�..•_ r.. . s. . r..•______ A.*.r.._. - ___ r.... r_.. ..•..+w• �y y... w.Y •u.I . .w.. w. �_ . . •. WA fYO #4 .;t • r r •-• . 1".. • N • IK. / , .SO 'C3g • • • i ATTACHMENT Steven F. NELSON & Tarn M. bOWb STORMWATER SOIL INFILTRATION RATES 4603 Anaco Beach Rd Anacortes, WA 98221 Skagit County Parcel No. P61819 l / tf ., D. a?:' . .�tt ..�.c' wA Ti • 40, •s< OA i e\GARY R02 MITHI'11 ,' "LIe 1Stb 15 V'l.Elk"' le, PREPARED BY: expirAssa' SEPTIC DESIGN SERVICES, I N C. Gary R.Smith, State Certified Septic Designer P.O. Box 351 Anacortes,WA 98221 360-708-6767 ATTACHMENT B 1 OF 9 'via y 21. 2C Select Language Co-` Q'l - 4 ! . ;.-- -- —,). = .s " i . x i;"s'i : t° 3'Vemen t :cif.;:. . . O '' Peril-ills .. e ,".®' i r O ..`sue.,. .. _-., � :�".�,... _, _ ,:. - __. "::...�.,`i y � #� Select a search option e ow: Assessor Home • Address Parcel# Owner Name (Last First) Road XreflD • Treasurer Home _ __ _._ _-- - _ , Enter Address: 4603 ANACO BEACH RD, Anacortes Clear Help Print P -ior Searches r;:.s':_';,_: in.-.), _ . P"'ci itt.-. .. Cam. i,_' Clear Prior Searches Details for Parcel: P61819 P61819 Jurisdiction: ANACORTES NELSON STEVEN F&DO. Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning 4503 ANACO BEACH RD information. ANACORTES, WA 95221 it*: t* ' — - Recorded Documents Documents scanned and recorded by the Auditor's office Excise Affidavits Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P61819 3858-000-007-0208 SE 27 35 01 Owner Information Site Address(es) Map Links NELSON STEVEN F & DOWD TARA M 4603 ANACO BEACH RD Oprsi in Map 4603 ANACO BEACH RD Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: ANACORTES, WA 98221 Zip Code Lookup I Site Address Information PDF I DWF Current Legal Description Abbreviation Definitions THAT PORTION OF TRACT 7, ANACO BEACH, RECORDED IN VOLUME 5 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, DESCRIBED AS FOLLOWS; BEGINNING ON THE NORTHWESTERLY LINE OF SAID TRACT 7, 185.5 FEET SOUTHWESTERLY FROM THE NORTHWEST CORNER OF SAID LOT, THE SAME BEING THE SOUTHWESTERLY POINT OF TRACT SOLD TO CHARLES AND LINDA SCHORK RECORDEDED UNDER AF#668771;THENCE SOUTHWESTERLY ALONG THE NORTHWESTERLY LINE OF LOT 7 TO THE SOUTHWEST CORNER OF SAID LOT;THENCE SOUTHEASTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT TO THE SOUTHEAST CORNER OF SAID LOT;THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE OF LOT 7 TO THE SOUTHEAST CORNER OF THE AFOREMENTIONED SCHORK TRACT;THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF THE SCHORK TRACT TO THE POINT OF BEGINNING; TOGETHER WITH THE SOUTHEASTERLY 20 FEET OF TRACT 6, ANACO BEACH ADJOINING THE ABOVE DESCRIBED TRACT. SURVEY AF#201510290038 2016 Values for 2017 Taxes* Sale Information 2017 Property Tax Summary Building Market Value $140,500.00 Deed Type WARRANTY DEED 2017 Taxable Value $722,700.00 Land Market Value +$582,200.00 Sale Date 1999-12-06 General Taxes $6,881.58 Total Market Value $722,700.00 Sale Price$400,000.00 Special Assessments/Fees Assessed Value $722,700.00 Total Taxes $6,881.58 Taxable Value $722,700.00 ' Effective date of value is January 1 of the assessment year(2016) Legal Description at time of Assessment *Land Use (111) HOUSEHOLD, SFR, INSIDE CITY WAC 458-5' -030 Neighborhood (22FIDALGO) FIDALGO WATERFRONT RESIDENTIAL Levy Code 0900 Fire District School District SD103 Exemptions Utilities *SEP, PWR, WTR-P Acres 0.24 Improvement 1 Attributes Summary Building Style ONE STORY Year Built 1952 Foundation CONCRETE Above Grade Living Area 1,800 Square Feet Exterior Walls METALNINYLSIDING Finished Basement Roof Covering COMP 'Total Living Area 1,800 Square Feet Heat/Air Conditioning FORCED AIR Unfinished Basement Fireplace SINGLE 1 STORY 'Total Garage Area 264 Square Feet Bedrooms 2 Bathrooms 2 FULL BATHS For additional information on individual segments see Improvements tab 1 ' Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. ' Total living area includes above grade living area and finished basement area. ATTACFMET T R 2 OF 9 • Q . .` o suttver �g►� It 9.d' • /ira4oc000 e ` t I z 3 4 6 6 •- 5 s d� P1�t8Sx P13?45J ,P�F '81. d g,.... .'s QD0 . 3� /tom-$°.'S-CO2 4 P32447 -••...„, , ___:„. pAc..-„, a4 s'jil • -: tsAs44 /2449 P32450 q� c34112331e. III 4 . 'ft6 ,s 76 74 74 73 7$ / 7Y zutvtrr AF P8113713 P1322i36 2nd4atycaos7• �2 F )IS / 2 P123317 y / .8. _ e / f , / r P81875 t� / / ` '°' / $ Pt}2b55 1 NQCO ' : :C0-i u Qy�b� Qy / g< / t / 4 t /„ / ! / ;� 1 / • a �4 / 4- 0 / off` / . &-s ,� 4. / 41 7 ,_••. kv LOT — r..• n - / el .y ,® nF . . •, 912a04.8 `N's., _ - ab` a 4"; / Pf^>w:A a v PS SA4 • 6 `0• `► 9 �•Itl, `/ Q• O 41 / / 49/ d� -i / rt , � 9-1 f Pi2458t OQ� plo dilik, /b`g . =�L4 sue',SW_ Ao 12 Pt2Hit47 Ply �^ �.�`` • tee / t4 t9 P12B3• 0 writ r 4 ;PK � ti / /,/ , -- ^L` ` / • / is ,," 4' / // / Nia ' '- q Pr Ali)P 1 4 * 1.1. 4140r. e / 003 kiiiiiiketilit ... / 4. , 4,00e .0 I-3 / / v / Qo•°� rAgiceL 461,41919i / .,... / w / ' �� / SURVEY / AF- .. 0120007 : I / LOT 6 / 42Ei3 N32361 Pt/ 2472d s/ wr pi 4�c•r�u$22CO E / P124726 N/, LOT 5i14.120X1011 / �P124727 P32333 TRACT 3 (PLATE Ia7. 3) P81636 r q oi f i t nutm I SURVEY Ar 7wawa tr As; CITY rt, F ANACORTES YIDP155 s; 1 1 • PMt13U ATTACHMENT B 3 OF 9 SITE ADDRESS Owners: NELSON, Steven F. 4603 Anaco Beach Rd DOWD, Tara M. Anacortes Parcel No. P61819 DATE ON SITE Xref ID: 3858-000-007-0208 5/22/17 1:00 p.m. SOIL CONSERVATION SERVICE #26- Catla gravelly fine sandy loam SITE PLAN PG. 3 OF I tic'i A T2 ox. Rou_i 1 O / ST, W,4TR `au�IDLY \\\ * A., ' ei / '.6-•-' r"\: $ ..,,,,v.co"coot,'-y. rr ' .../ `tom ! / /'`- Sot L ti o . . Q p 1 LC ,GAR 'R2MITW � �l 5 v 7C u b• 1 FIE' '"' t ` EXPIRE I Exis-, G \ GAS ME C- * \ \ I A (2,tc A of .-,, \ `1 N---_____ \t eX / I {--{ O L-L S E CAUTION); (abuTc OF / EXtS i 1nSC-I / 4, p / GAS LI.SES. th K \ / @ �{ / (+ r � SotL / /1\ fS r.K LCG/ / I I / r. r C6 Ova _ 5 / N- 1 U. Pz, R._ b \„f S _ / _ rt i�t5tsr�T'A N - ' ` Z t S ut2-v ay- AL L N. FEAT t.A IZES SHON•411 AnRoX IKe\ATE. 5 t i c PWn3 3ASED oN IIIMIMI_ 5ucpt.1CV DizANA-3tt—tom. 0 10 20 1" =20' SEPTIC DESIGN SERVICES, I N C. Gary R.Smith, State Certified Septic Designer P.O. Box 351 Anacortes,WA 98221 ATTACHMENT B 4 OF 9 Date on site: 5/22/17 Owner: NELSON, Steven F. Time on site: 1:00 p.m. Owner: bOWb, Tara M. Address: 4603 Anaco Beach Rd., Parcel No. P61819 Anacortes, WA 98221 Xref ID: 3858-000-007-0208 Page 41. of `1 SCS: #26 -Catla gravelly fine sandy loam SOIL LOG 1 0 to 20 inches Fi Sa me br Lo, FiRts - 0.6 gal. /sq. ft./day application rate 20 to 33 inches Fi Sa rd/br Lo - 0.6 gal./sq.ft./day application rate 33 to 37 inches Lo Fi Sa,damp - 0.8 gal./sq. ft.I day application rate standing water at 36" Anticipated Water Table 33" - intermittent gravel throughout will not effect application rates SOIL LOG 2 0 to 9 inches CI Lo.fill soil - 0.2 gal./sq.ft./day application rate 9 to 19 inches Lo Fi Se. mixed fill - 0.6 gal./sq.ft_/day application rate 19 to 34 inches dk br to blk Lo, Gr Fi to Me Se, cobbs, mottling - 1.0 gal./sq. ft./day application rate damp soil 28-34"; standing water at 34": 19"-34"may have been a septic drainfield in years past Anticipated Water Table 32" VEGETATION: Yard grass at 51.1; landscape cobble at 5L2 WATER SOURCE: City of Anacortes KFYTOARARFVIATIONS, �rIt Lo =Loam Gr =Gravelly dk =dark " Sa =Sand Vy =Very It =light c .. .cots CI =Clay Fi =Fine br =brown • 1 Si =Silt Me =Medium to =tan �o+~"tk,•1i�tt Rts =Roots Co =Course rd =red • FiRts =Fine Roots Ex =Extremely or =orange lot.;; tit motts =mottling cobbs =cobbles gr =gray „ • r orgs =organics bl =blue blk =black GARY H.SMIT g1�p23p H•'cat+e EXPIRE These findings use application rates common to septic system drainfield design in Skagit County and throughout Washington State and do not claim to meet the Stormwater Management Manual for Western Washington methods,terminology,or regulations. 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'^^ "'t1 r • d"'k'-. • • ^ S'r_'��T"/A,' .+ *. w r•,4p • Y. r *['. •� '• • Y • ••r({- ! .r. 1-tea - ./" ` •i. 4#1*�r • t I v. . • �j Y. 'A ,,. Jb •Y ., {t• , ... k� F,d. ♦ e1 • ,► _ r " ♦`t ^ 4 r . it--..it„,;. I. fel• "r +'Jr1�� "[•�r� ':-..-, , � .� � f� �' / v • -•.�" , • 'e. ` _ ,Ln v, ••Y'�► 'R �Y7T�¢ , d,)yv t1'_,Y._ •'4 +. t • ~ !r`y: r' ;:B'a •v ';4' ,�' w .. tT • ,f�• a: • ,•O�; �1• � � t . J• w ' NIP . i R1! ♦ •w^>! r p.,}-�,.I . " A " • +'�. .rl, �,. tl • .tto ^I ... � • 1 .0 , dM.�'. r y 4 • 1 !• . - -• ( �k• i .. . . * , +.• ''a`e et - - a� • r/w= a w1�''j•I t" :14 .3lww v 10. ' .r , •f'atill ' 1• fq. SOL 7 t• .K 1 A A Fkj ntre 1-2 4n1 Flow Chart forr Determiinting RequiirerillerntS VOW EMe ikf f veQoprr ent Start Hem Does the site have 35% Ye$ See Redevelopment Minimum or more of existing Requirements and Flow Chart impervious coverage? (Figure l-2.4.2), a nr0 Does the project convert 3/ acres or more of vegetation to Does the project result in lawn or landscaped areas, or 5,000 square feet, or • convert 2.5 acres or more of greater, of new plus native vegetation to pasture? replaced hard surface area? s Does the project result in 2,000 square feet, or greater, of new plus Ail Minimum Requirements replaced hard surface area? apply to the new and replaced hard surfaces and converted vegetation areas. No Does the project have land Minimum Requirements #1 disturbing activities of 7,000 through #5 apply to the new R, , square feet or greater? and replaced hard surfaces I' �� and the land disturbed. Minimum Requirement #2 applies. �..�� Figure I-2.4. 1 Flow Chart for Determining Requirements for New Development DEPARTMENT OF Revised June 2015 ECOLOGY Please see /ittp,//www.ecy.wa.gov/copyright.htrnl for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume I - Chapter 2 - Page 37 ATTAC-vEI\T C 1 OF 2 Fiigiuwrre U-2,4.2 rig 'kili Chart for [ eels°rrniinilrriig Regtuil'Irre n'ielnts for i s dev llopment Does the project result in 2,000 square feet, or more, of new plus replaced hard surface area? OR Does the land disturbing activity total 7,000 square feet or greater? s No Minimum Requirements #1 through #5 V apply to the new and replaced hard Minimum Requirement #2 applies. surfaces and the land disturbed. Next Q es k rn Does the project add 5,000 square feet or more of new hard surfaces? OR Convert 3/4 acres or more of vegetation to lawn or landscaped areas? OR Convert 2.5 acres or more of native vegetation to pasture? % i ,: VI All Minimum Requirements apply Next Qa.sesti®n to the new hard surfaces and the V Is this a road N converted vegetation areas. related project? __--Th - — — Yes v Does the project add 5,000 square feet or more of new hard surfaces? jv Yes '` 0 Is the total of new plus replaced hard surfaces Do the new hard w __ 5,000 square feet or more, surfaces add 50% or ® No additional AND more to the existing O' 4- does the value of the proposed improvements requirements. hard surfaces within - including interior improvements - exceed the project limits? 50% of the assessed value (or replacement value) of the existing site improvements? Yes All Minimum Requirements apply to the new and replaced `} hard surfaces and converted vegetation areas. Yes trial" Figure I-2.4.2 - 111 Flow Chart for Determining Requirements for I:Will Redevelopment DEPARTMENT OF Revised June 2015 ECOLOGY Please see http://www.ecy.wa.gov/copyright.htrnl for copyright notice including permissions, State of Washington limitation of liability, and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume 1 - Chapter 2 - Page 38 ATTACHMENT C 2 OF 2 ATTACHMENT D 4 PAGES BMP T5.13: Post-Construction Soil Quality and Depth Purpose and Definition Naturally occurring (undisturbed) soil and vegetation provide important stormwater func- tions including:water infiltration; nutrient, sediment, and pollutant adsorption; sediment and pollutant biofiltration;water interflow storage and transmission; and pollutant decom- position. These functions are largely lost when development strips away native soil and vegetation and replaces it with minimal topsoil and sod. Not only are these important stormwater functions lost, but such landscapes themselves become pollution generating pervious surfaces due to increased use of pesticides, fertilizers and other landscaping and household/industrial chemicals, the concentration of pet wastes, and pollutants that accompany roadside litter. Establishing soil quality and depth regains greater stormwater functions in the post devel- opment landscape, provides increased treatment of pollutants and sediments that result from development and habitation, and minimizes the need for some landscaping chem- icals, thus reducing pollution through prevention. Applications and Limitations Establishing a minimum soil quality and depth is not the same as preservation of nat- urally occurring soil and vegetation. However, establishing a minimum soil quality and depth will provide improved on-site management of stormwater flow and water quality. Soil organic matter can be attained through numerous materials such as compost, com- posted woody material, biosolids, and forest product residuals. It is important that the materials used to meet the soil quality and depth BMP be appropriate and beneficial to the plant cover to be established. Likewise, it is important that imported topsoils improve soil conditions and do not have an excessive percent of clay fines. This BMP can be considered infeasible on till soil slopes greater than 33 percent. Design Guidelines . Soil retention. Retain, in an undisturbed state, the duff layer and native topsoil to the maximum extent practicable. In any areas requiring grading remove and stock- pile the duff layer and topsoil on site in a designated, controlled area, not adjacent to public resources and critical areas, to be reapplied to other portions of the site where feasible. . Soil quality. All areas subject to clearing and grading that have not been covered by impervious surface, incorporated into a drainage facility or engineered as struc- tural fill or slope shall, at project completion, demonstrate the following: 1. A topsoil layer with a minimum organic matter content of 10% dry weight in planting beds, and 5% organic matter content in turf areas, and a pH from 6.0 2014 Stormwater Management Manual for Western Washington 1 OF 4 Volume V- Chapters-Page 911 ATTACHMENT D to 8.0 or matching the pH of the undisturbed soil.The topsoil layer shall have a minimum depth of eight inches except where tree roots limit the depth of incorporation of amendments needed to meet the criteria. Subsoils below the topsoil layer should be scarified at least 4 inches with some incorporation of the upper material to avoid stratified layers,where feasible. 2. Mulch planting beds with 2 inches of organic material 3. Use compost and other materials that meet these organic content require- ments: a. The organic content for"pre-approved" amendment rates can be met only using compost meeting the compost specification for BMP T7.30: Bioretention Cells, Swales, and Planter Boxes (p.959),with the excep- tion that the compost may have up to 35% biosolids or manure. The compost must also have an organic matter content of 40% to 65%, and a carbon to nitrogen ratio below 25:1. The carbon to nitrogen ratio may be as high as 35:1 for plantings com- posed entirely of plants native to the Puget Sound Lowlands region. b. Calculated amendment rates may be met through use of composted material meeting (a.) above; or other organic materials amended to meet the carbon to nitrogen ratio requirements, and not exceeding the contaminant limits identified in Table 220-B, Testing Parameters, in WAC 173-350-220. The resulting soil should be conducive to the type of vegetation to be established. . Implementation Options: The soil quality design guidelines listed above can be met by using one of the methods listed below: 1. Leave undisturbed native vegetation and soil, and protect from compaction during construction. 2. Amend existing site topsoil or subsoil either at default"pre-approved" rates, or at custom calculated rates based on tests of the soil and amendment. 3. Stockpile existing topsoil during grading, and replace it prior to planting. Stockpiled topsoil must also be amended if needed to meet the organic mat- ter or depth requirements, either at a default"pre-approved" rate or at a cus- tom calculated rate. 4. Import topsoil mix of sufficient organic content and depth to meet the require- ments. 2014 Stormwater Management Manual for Western Washington 2 OF 4 Volume V- Chapter -Page 912 ATTACHMENT D More than one method may be used on different portions of the same site. Soil that already meets the depth and organic matter quality standards, and is not com- pacted, does not need to be amended. Planning/Permitting/Inspection/Verification Guidelines & Procedures Local governments are encouraged to adopt guidelines and procedures similar to those recommended in Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western Washington. This document is available at: http://www.soilsforsalmon.orq/pdf/Soil BMP Manual.pdf Maintenance . Establish soil quality and depth toward the end of construction and once estab- lished, protect from compaction, such as from large machinery use, and from erosion. . Plant vegetation and mulch the amended soil area after installation. . Leave plant debris or its equivalent on the soil surface to replenish organic matter. . Reduce and adjust,where possible, the use of irrigation, fertilizers, herbicides and pesticides, rather than continuing to implement formerly established practices. Runoff Model Representation Areas meeting the design guidelines may be entered into approved runoff models as "Pasture" rather than "Lawn." Flow reduction credits can be taken in runoff modeling when BMP T5.13: Post-Con- struction Soil Quality and Depth is used as part of a dispersion design under the con- ditions described in: . BMP T5.10B: Downspout Dispersion Systems (p.905) . BMP T5.11: Concentrated Flow Dispersion (p.905) . BMP T5.12: Sheet Flow Dispersion (p.908) . BMP T5.18: Reverse Slope Sidewalks (p.937) . BMP T5.30: Full Dispersion (p.939) (for public road projects) 3 OF 4 2014 Stormwater Management Manual for Western Washington Volume V- Chapters-Page 913 ATTACHMENT D Figure V-5.3.3 Planting bed Cross-Section Mulch (—_—) II r 1 Loose soil with visible dark organic matter I 4" Loose or f fractured subsoil Reprinted from Guidelines and Resources For Implementing Soil Quality and Depth BMP T5.13 in WDOE Stormwater Management Manual for Western NOT TO SCALE Washington,2010,Washington Organic Recycling.Council ft'iUDIII Figure V-5.3.3 Planting Bed Cross—Section DEPARTMENT OF Revised January2016 ECOLOGY Please see http://www.ecy.wa.gov/copyrighf.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington 4 OF 4 Volume V- Chapter 5-Page 914 ATTACHMENT D OUTFLOW CHANNEL IS CONSTRUCTED BY EXCAVATION ^2- _1 6'-0"MIN. p 1'(FT) DEPTH OVERFLOW o z w _�' COMPACTED NATIVE MATERIAL �r/ / / / 30'MIN.(TYP,) w 1 p �'!� 41 CONSTRUCTED BY EXCAVATION / LL 2 OR EMBANKMENT EX1sT1N R -=1_`= `= �� / / /�,/ l co > `� - / / / _ QUARRY SPALLS-1'(FT) DEPTH '�� '' SEDIMENT TRAP BOTTOM 1��`�� SEE STANDARD SPECIFICATION ��r" ...,....,...,. '~''ram ' a SECTION 9-13.1(5) �r r ` _ _T sus►_ I = S�1 t 11MlAigi la 1'(FT) DEPTH OF 3/4"-1 1/2" / // / / / / / / / -- .� ='� PERMEABLE BALLAST(TYP.)-SEE COURSE AGGREGATE FOR PROVIDE GEOTEXTILE FOR SEPARATION- / / / / / �`� STANDARD SPECIFICATION PORTLAND CEMENT CONCRETE SEE STANDARD SPECIFICATION / / / / �`; SECTION 9-03.9(2) SEE STANDARD SPECIFICATION ` `� SECTION 9-33 . / / - SECTION 9-03.1(4) �'� © 1' FT. MIN. t1 ��==�� r: SECTION l A ) AS REQUIRED- 100'(FT)MIN., EXCEPT ��'_ i*��`'\.J DEPTH(TYP.) �t�: �. ` �,,;� MAY BE REDUCED TO 50'(FT)MIN.FOR '4''0�Z� ►s— f-' SITES WITH LESS THAN ONE ACRE �'�� k 71 OF EXPOSED SOIL 11', A�i QUARRY SPALLS- PROVIDE FULL WIDTH OF 1'(FT.)DEPTH PLACE CONSTRUCTION GEOTEXTILE FOR SOIL INGRESS I EGRESS AREA o On- r�/]p a ^t f STABILIZATION FROM THE EDGE OF THE EXISTING 15' (FT)MINIMUM ,�.'«�a �. Ij �4" ,f , ROADWAY TO THE CONSTRUCTION ENTRANCE, .� ■ .�I 1 t; . OR AS DIRECTED BY THE ENGINEER NO Og krelho SETTLING o. �+ �y�1■ DISCHARGE TO STABILIZED POND P60o 1'�1 `a CONVEYANCE, SPREADER OUTLET,OR ISOMETRIC VIEW Q 0,12 STABILIZED CONSTRUCTION ENTRANCE �`• I t�Q 1,1�1 STABILIZED CONSTRUCTION ENTRANCE SHALL MEET THE REQUIREMENTS WA:!i, 0 R,,,(�,�'; OF STANDARD SPECIFICATION SECTION 8-01.3(7), pV1��.-t4 r 141111uw �lt� i0 Odlo 0L?o !c tJ1. r OVERFLOW CHANNEL ! LIMITS OF QUARRY SPALLS-(TYP,){� } COARSE COMPOST I E 1-3 1 .......1I X I-3 PARTIAL PLAN VIEW OF BERM SHOWN LARGER FOR CLARITY ^ r r 2X Y STATE OF SETTLING POND 't I. 5'-0"MAX.HT.- iJU\1 ASHINGTON REGISTERED BERM OR PARTIAL OR LANDSCAPE ARCHITECT 14' 0" E COMPLETE EXCAVATION X=1'-0"FOR SLOPES 4H:1V OR FLATTER Lli MIN JULI DEE HARTWIG X=1' 6"FOR SLOPES STEEPER THAN 4H:1V LICENSE NO.1422 DATE: 06-21-17 3 _ 3 1-3 _ 11� �1 MISCELLANEOUS 2'-Q"SETTLING DEPTH TYPICAL SECTION :1,)';,6",SEDIMi`N RAGE •••.,:..• COMPOST BERM DETAIL EROSION CONTROL DETAILS GROUND LINE �� STANDARD PLAN 1-80.10-02 SHEET 1 OF 1 SHEET LONGITUDINAL SECTION TEMPORARY SILT FENCE — APPROVED FOR PUBLICATION NOTE OR COMPOST SOCK 0 PLACE GEOTEXTILE UNDER THE SPILLWAY AND SIDE SLOPES. PROVIDE A STATE DESIGN ENGINEER CONTINUOUS LAYER BETWEEN THE GRAVEL/ROCK AND THE NATIVE EARTHEN MATERIAL. �� Washington State Department of Transportation TEMPORARY SEDIMENT TRAP �„ LV NOTES SEE sm. 1. Install the ends of the silt fence to point slightly upslope to prevent POST sediment from flowing around the ends of the fence. cn tit SPEC.8-01.3(9)A 2. Perform maintenance in accordance with Standard Specifications $_01,3(9)A and 8-01.3(95). mlocations. If ,, t 3. Splices shall never .3 placed in low spots or sump ♦�+♦ 44.4h. . FASTEN GEOTEXTILE TO splices are located in low or sump areas,the fence Installation. t e fa +♦'+.+'♦+ '�Z~' POST EVERY 6"(IN.) Q.C. reinstalled unless the Project Engineer approves m ++N y4� 44 Vs. ♦♦i+i0♦ '= 4. Install silt fencing parallel to mapped contour lines. in GEOT ( LE +i♦i♦i♦i♦ �; z +♦++++♦ �a BACKFILLED& ♦♦`�1�� 44 44tp o COMPACTED +tr+♦+♦♦+ 3 NATIVE SOIL ++♦♦j4444 i_� ♦♦�+N ► �t +y♦++Mt+ UV STABILIZED SEE NOTE 1 ♦+ ��+ i♦ i SELF-LOCKING TIE--NYLON 6/6(MIN.GRADE), 120#MIN.TENSILE STRENGTH,1, �. ' ''--, •-woo,* . A'-..... '.4,,.AN . v- 4.74.10:4,1, n BURY GIN TREK E •. z ��9� i i! „� / IN TRENCH r/ Cr r i , ;11,_,:,,:;\\, , o Q� ii / / �Q�- 1/ J o �4„ y cv �wC' �' �C� , .�/�/ 4111 IV Y:• / 11 NOTE :: �::5 �:,,;....•. 4....P......~.'� GEgTEXT1LE FOR SILT FENCE-SEE STANDARD `%:P%�,3;%:e.;.44.,i SPECIFICATION SECTION DURING EXCAVATION,MINIMIZE DISTURBING THE GROUND ;;.•.,;;..:;;~:: SEC(q),TABLE 6 kii•••, POST AROUND TRENCH AS MUCH AS IS FEASIBLE,AND SMOOTH Q yf j.^,+.,•, �Il• SURFACE FOLLOWING EXCAVATION TO AVOID ADEQUATE CONCENT o� u;:fie/./ ti'; •WOOD OR STEEL iiii(� RATING FLOWS.COMPACTION MUST BE TO /� ..;. (TYPICAL) IIA PREVENT UNDERCUT-TING FLOWS- e. /011 r STATE OF TYPICAL INSTALLATION DETAIL / 111110 �� ry,� WA5HINGTON •l••• _ REGISTERED (STEEL POSTS SHOWN) ` ;dge'r S,:• /'�� FASTEN TO PAST STATE ARCHITECT "• o� lh1G q EVERY 6"O.0 i Q •:?:`• " •' "••::• //� r� $ V �'� ANDRA L. SALIS$ISRY •...• :;: :,:•� ''r { p,,I•YA"W• % C1rRT1FICATE 130.4008fi0 •';�;�.�f / woflocur y /. N07E.• 'PHISRT FICA L E F�+'OINF"'�1y{-,�1 (.� MEM9(1TM1 E1GC7ROMC DUP11Gi n s OR341NoT 3h3NE0 OYTFIE EtJ'3lugEgma 0D _yrl� ��n,{ / FABRIC(G>;�"T�p1CAL) APP'kOYED FOFlWffi1CA75DN.lS%EPFSNF MEAT THE WM5HfN070N'S7ATEDEPART. `/-�' MEh70F,-•n.4N5YOf,TAnON.AGGPi'MAY BEOgTAf'.SGN O aEouesr. .� SILT FENCE / 4o TYPICAL SILT FENCE Ly.I / Quo WITHOUT BACKUP SUPPORT / t SEE NOTE i (STEEL POSTS SHOWN) POSTS SHOWN) STANDARD PLAN 1-$0`15-0 2 SHEET 1 OF 1 SHEET SPLICED FENCE SECTIONS SHALL BE CLOSE ENOUGH APPROVEDT FOR PUBLICATION TOGEtliTHER TO PREVENTH SILT LADEN WATER FROMOVERLAP. Pasco j;akofiCh 11! $f27113 ESGAPfNG THROUGH THE FENCE AT THE OVERLAP- DATE STATE 9E-.^-ION ENGINEER N MOOD IPOSTS SHOWN) vls Warrington State Department of Transportation 0 1-11 N Figure 111-3.1.5 Typical Downspout Dispersion Trench level outlet dit!tedee.le ttt• 4414*WSW AtiNeeiite _ _tom 11_t:Iillna 11• 6"min. VenaMat!tla aliElb ii�. Wit. - • 18"min. v� olo:ii �, 4„pert.pipe o:./dolit•iiltett elm .• •.• 1Y2" Y4" 24"min. washed rock Trench X-Section small catch basin or yard drain slope I 2'x10' level trenches .700 sq.ft. Type 1 CB >700 sq.ft. I standard dispersion trench w/notched grade board length 10'per 700 sq.ft.of roof area Plan View of Roof NOT TO SCALE 11113111 Figure III-3.1 .5 Typical Downspout Dispersion Trench DEPARTMENT OF Revised November2015 ECOLOGY Please see http://www.ecy.wa.gov/copyright.html for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume Ill- Chapter 3 -Page 461 ATTACHMENT F 1 OF 2 Figure III-3.1.7 Typical Downspout Splashblock Dispersion House Roof downspout serves - - - up to 700 s.f.of roof - If if_ IC lr . IL - _II JI- - II — Jf - IE JI - II — If ]I - Il JI - IE II II IL - 71 - if _ II- -- - II - Jl If - - �I ---if 11- IC _1f - _II - -II - - II JI - IC __JI - II — II - It II - IC II II 1L 50'min.vegetated CAI_ -I JI- �l_ II If IL - - flow path ]) If 11` IC Splashblock Downspout extension Splashblock 411111.1111111111.1"..- NOT TO SCALE SWAIM= Figure III-3.1 .7 Typical Downspout Splashblock Dispersion DEPARTMENT OF Revised December 2015 ECOLOGY Please see http://www.ecy.wa.gov/copyrightfitml for copyright notice including permissions, State of Washington limitation of liability,and disclaimer. 2014 Stormwater Management Manual for Western Washington Volume Ill- Chapter 3 -Page 464 ATTACHMENT F 2 OF 2 z o q ' 4 . ! 7' ` ,,•fir' kit 4't ` O . ! `. ✓ c ' fp ,..� .,.. �... ' - .:. ya k. _ •s.-----..., r,> 1 ]ki ,�..s.com T-- /),„ QC TON `� 2. r_________,____.1. vet 4 f /7 r/` I_ ' _ t ii5 'Pv t t - R. —ect-'—J 14-7 -------7". . . 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BOX 547 9=` ANACORTES,WA 98221 Calculated by STEVEN LANGE DATE OS-CSC- V1 w W Cell:(360)661.3468 `9C 3V6 E-mail:stevel@cityofanacortes.org Checked by DATE FAX(360)293-1938 Sheet 1 of SCALE ' fly-►"C'a-�--� t infra 4t ytas ': 5 eE ME O L ,'r? 12.19•I.(o . 1' 41- JbeS Ncs't' iP.. 1 -s T1 +J 05 9ct l^ _ .. xYVfLo StS): p5 og 1 ANACORTES PUBLIC WORKS DEPARTMENT Steven Lange, Project Manager P.O.BOX 547,ANACORTES,WA 98221 PH(360)293-1920 !•, �y E-MAIL:stevel@cityofanacortes.org FAX(360)293-1938 1oo1 Memo Date: December 19,2016 To: Kevin Cricchio,Senior Planning Associate From:Steven Lange Subject Proposed New Residential Home at 4603 Anaco Beach Road(P61819) cc: Eric Shjarback, Fred Buckenmeyer, Don Measamer, Paul Ingals The Engineering Department has reviewed the submitted documents for a proposed 2- lot Boundary Line Adjustment. Below are the following comments and or recommendations. It is understood that these comments and recommendations are based on the submitted 11x17 sketch as shown as an attachment. Zoning: ® This property is located within the R2 Zone. Subdivision Type: • Existing Parcel of record. Critical Areas: ■ Contact the Planning Department regarding Critical Areas requirements. Permits: Right-of-Way Permit for work being performed Inside and Outside the Traveled Way. Contact Jim Baldwin, Public Works Inspector, at 360.661.3547. Contact the City of Anacortes Planning Department for additional permitting requirements such as SEPA, Grade and Fill permits, Conditional Use, Building, etc. City of Anacortes Development Standards: A ® The 2011 Development Standards can be found on-line at Fl www.cityofanacortes.org. If the Engineer of Record needs any COA Standard Details in AutoCAD format, they can email me at stevelRcityofanacortes.orq and r request a CD. This CD will be mailed to a provided address. a .�w 3 ';,< 0 Water 0 Wastewater • Streets 0 Storm Drainage • Engineering 0 Solid Waste 4AA ® Transportation+Equipment 0 Capital Projects • Development Services 5 Sewer: a For additional Sewer information and design criteria, see the 2011 EDS Standards, Chapter 5—Sanitary Sewer. ■ Sewer exists to the existing home. a Is there an easement in place for the sanitary sewer force main to Anaco Beach Road? Storm: a For additional Storm information and design criteria, see the 2011 EDS Standards, Chapter 4—Storm Drainage. a This project is currently under the 2005 Department of Ecology Manual. As of January 1, 2017, the project will be under the 2012\14 Department of Ecology Manual. Traffic: ■ Pedestrian facilities are required based on the attached drawing. a Provide a Traffic Control Plan (Current MUTCD Manual) prior to any construction taking place for acceptance by the City of Anacortes City Engineer. ■ Street Lighting is not required for this proposal. Street: (Anaco Beach Road) 1' a For additional Street information and design criteria, see the 2011 EDS Standards, Chapter 3—Street. ■ Per AMC 15.20.030-All improvements required shall be extended as necessary to provide a smooth transition with existing improvements both laterally across the street and longitudinally up and down the street for drainage, vehicular and pedestrian traffic. a Per AMC 16.32, the Residential Access Right-of-Way Width is 50-feet. This project is not required to dedicate any additional Right-of-Way. a Per the Anacortes Municipal Code, Chapter 15.20.040—Public Streets, Alleys and Storm Sewer System improvements, sidewalk, curb and gutter improvements will be required along the frontage of Anaco Beach Road. a Street Trees: Contact Jonn Lunsford @ 360.299.1953, Parks Department for a list of City approved Street Trees. See EDS Standards, Chapter 3—Streets, Section STR-18.2 regarding Street Trees and Root Barrier requirements. Garbage: • Sanitation and recycle pick up will be at curb side. Water: ■ For additional Water information and design criteria, see the 2011 EDS Standards, Chapter 6—Water. ■ Water exists to the existing home. 9 \ ti. ai j ® Water ® Wastewater 0 Streets 0 Storm Drainage 0 Engineering 0 Solid Waste .. ® Transportation 0 Equipment 0 Capital Projects 0 Development Services q` P 1 Fire Coverage: ■ The project does not have fire coverage. Contact Jack Kennedy, Assistant Fire Chief @ 360.293.1925 for fire coverage requirements. Utility Companies: ■ See Anacortes Municipal Code, Section 16.20.080— Utilities for required Franchised Utilities as well as City of Anacortes Utilities. All franchised utilities shall be underground. Fees: .▪ See the Planning and Building Department for fees related to building permits. ▪ Per AMC 15.24.010 this project is subject to Engineering Fees for Plan Review and Construction Inspection. Other: ■ For Landscaping and Landscape requirements, see Planning Department. ■ Mail Boxes(See Chapter 3—Streets, Section STR-19): For Mailbox Locations, coordinate location, type and size with the Anacortes Post Master. The access and areas around the mailboxes need to meet ADA requirements. ■ Encroachments (See Chapter 3—Streets, Section STR-18.3): Prior to any placement of any barricades, material, earth, gravel, rock, debris or any other material or thing over, under or upon the Public Right-of-Way or easement, an Encroachment Agreement shall be obtain from the City of Anacortes. See the Anacortes Municipal Code, Section 12.30 for additional information regarding the Encroachment Agreement and processes. Contact Russ Pittis at 360.661.3460 regarding questions or to obtain an agreement. ▪ For addressing information, contact Rob Hoxie (GIS Coordinator) at 360.293.1920, extension 233. ▪ Improvements shall be designed by a Professional Engineer, licensed in the State of Washington. ▪ Improvements are subject to a 2-year Maintenance Bond in the amount of 10% of the actual construction costs. ▪ Contractor shall be licensed by the State of Washington and hold a City of Anacortes Business License. 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A, ri . \e"- " A.-,,..1/4. \ \is, •4„ ..:\:.-,.„ Ne" i ii tcw4, \ \ • . Sir Ir\ `ti� ti"4 �'�. �N.. \% w4. ;'r, lt3 : \.% Vaa . . /; NN N.„4N„% sAs.si.,,.N si,.. .. L<geal .......... r... N. \ ` • ``'\\441 fit {N Ns � A/ 4144 ‘144. \ N. N. �•` \ \ \ ~b '1. 1 `\ ,\N. \ \ N. \ N. \ , 'q. i`y~\ 1 `\ J -N. 'mow - \, s, c?x n . A``',. ,�,., \ j . .` ,mil \ 4. 1.1,4‘ .. NI\ .34 {., ‘, f!/ Ir . ,,.,�„ "tea N. \\\ _ �y £ \ Y �• 4 , icy �P 3 Aiukco ESL 120ack Western Washington Phase II Stormwater Permit APPENDIX 7 - Determining Construction Site Sediment Damage Potential The following rating system allows objective evaluation of a particular development site's potential to discharge sediment.Permittees may use the rating system below or develop alternative process designed to identify site-specific features which indicate that the site must be inspected prior to clearing and construction.Any alternative evaluation process must be documented and provide for equivalent environmental review. Step one is to determine if there is a sediment/erosion sensitive feature downstream of the development site. If there is such a site downstream complete step two, assessment of hydraulic nearness. If there is a sediment/erosion sensitive feature and it is hydraulically near the site then go to step three to determine the construction site sediment transport potential. STEP 1—Sediment/Erosion Sensitive Feature Identification Sediment/erosion sensitive features are areas subject to significant degradation due to the effect of sediment deposition or erosion. Special protection must be provided to protect them. Sediment/erosion sensitive features include but are not limited to: i. Salmonid bearing fresh water streams and their tributaries or freshwater streams that would be Salmonid bearing if not for anthropogenic barriers; ii. Lakes; iii. Category I, II, and III wetlands; Marine near-shore habitat; v. Sites containing contaminated soils where erosion could cause dispersal of contaminants; and vi. Steep slopes (25% or greater) associated with one of the above features. Identify any sediment/erosion sensitive features, and proceed to step two. If there are none the assessment is complete. STEP 2—Hydraulic Nearness Assessment Sites are hydraulically near a feature if the pollutant load and peak quantity of runoff from the site will not be naturally attenuated before entering the feature. The conditions that render a site hydraulically near to a feature include, but are not limited to,the following: The feature or a buffer to protect the feature is within 200 feet downstream of the site. ii. Runoff from the site is tight-lined to the feature or flows to the feature through a channel or ditch. August 1, 2013, Modified January 16, 2015 Appendix 7-Determining Sediment Damage Potential Page 1 of 3 Western Washington Phase II Municipal Stormwater Permit A site is not hydraulically near a feature if one of the following takes place to provide attenuation before runoff from the site enters the feature: i. Sheet flow through a vegetated area with dense ground cover ii. Flow through a wetland not included as a sensitive feature iii. Flow through a significant shallow or adverse slope,not in a conveyance channel, between the site and the sensitive feature. Identify any of the sediment/erosion sensitive features from step one that are hydraulically near the site, and proceed to step three. If none of the sediment/erosion sensitive features are hydraulically near the site,the assessment is complete. STEP 3—Construction Site Sediment Transport Potential Using the worksheet below, determine the total points for each development site.Assign points based on the most critical condition that affects 10%or more of the site. If soil testing has been performed on site,the results should be used to determine the predominant soil type on the site. Otherwise, soil information should be obtained from the county soil survey to determine Hydrologic Soil Group (Table of Engineering Index Properties for step 1.D) and Erosion Potential (Table of Water Features for step 1.E) When using the county soil survey,the dominant soil type may be in question,particularly when the site falls on a boundary between two soil types or when one of two soil types may be present on a site. In this case,the soil type resulting in the most points on the rating system will be assumed unless site soil tests indicate that another soil type dominates the site. Use the point score from Step 3 to determine whether the development site has a high potential for sediment transport off of the site. Total Score Transport Rating <100 Low >_100 High A high transport rating indicates a higher risk that the site will generate sediment contaminated runoff. August 1, 2013, Modified January 16, 2015 Appendix 7-Determining Sediment Damage Potential Page 2 of 3 Western Washington Phase II Municipal Stormicater Permit Construction Site Sediment Transport Potential Worksheet A . Existing slope of site (average , weighted by aerial extent) : Po ' s 2% or less 0 >2 - 5 % 5 >5 - 10% 15 > 10 - 15 % 30 > 15 % 50 B . Site Area to be cleared and/or graded : <5 , 000 sq . ft . 5 , 000 sq . ft. — 1 acre 30 > 1 acres 50 C . Quantity of cut and/or fill on site : <500 cubic yards 0 500 — 5 , 000 cubic yards 5 >5 , 000 — 10 , 000 cubic yards 10 > 10 , 000 — 20 , 000 cubic yards 25 >20 , 000 cubic yards 40 D . Runoff potential of predominant soils (Natural Resources Conservation Service) : Hydrologic soil group A 0 Hydrologic soil group B 10 Hydrologic soil group C 20 Hydrologic soil group D 40 E . Erosion Potential of predominant soils (Unified Classification System) : GW , GP , SW , SP soils 0 Dual classifications (GW- GM, GP - GM, GW-GC , GP - GC , SW - SM, SW - SC , SP - SM, SP - SC) 10 GM, GC , SM, SC soils 20 ML, CL, MH, CH soils 40 F . Surface or Groundwater entering site identified and intercepted 1 : Yes 0 No 25 G . Depth of cut or height of fill > 10 feet : Yes 25 No 0 H . Clearing and grading will occur in the wet season (October 1 — May 1 ) : Yes 50 No 0 TOTAL POINTS 1 If no surface or groundwater enters site, give 0 points . August 1 , 2013 , Modified January 16, 201 .E Appendix 7- Determining Sediment Damage Potential Page 3 of 3 "P • Steve Nelson jt TiVIE 4603 Anaco Beach Road AY I Anacortes,WA 98221 AUG 1 5 2011 360-333-7839 August 14, 2017 CITY OF ANACORTES Mr. Groc Fyrre Building Inspector/Permit Technician City of Anacortes 700 South 2nd Street Anacortes,WA 98221 RE: 4603 Anaco Beach Road; Parcel P61819; BLD-2017-0253 Dear Groc, This letter is in reference to the permit application,BLD-2017-0253, and is intended to cover the area concerning the requested road improvements at Anaco Beach Road. Currently we are working with engineer Dale Herrigstad in the design of the road improvements. These will be submitted for approval upon completion. Once approved the construction is to be completed prior to our occupying the new residence. If you have any further questions or need additional information please contact me. Regards, Steve Nelson (fvlS DEPARTMENT OF PLANNING, COMMUNITY & ECONOMIC DEVELOPMENT DATE: August 16, 2017 TO: Steve Nelson & Tera Dowd Dale Herrigstad FROM: Kait Nelson Associate Planner, PCED SUBJECT: 4603 Anaco Beach Road, BLD-2017-0253; Stormwater Plan Review Several revisions are necessary to complete the stormwater review: • Downspout Dispersion: Specifications on sizing of the downspout dispersion trench or the location were not included in the drainage report or the erosion control site plan. Design criteria for infiltration trenches in the DOE manual provides a minimum length of a 2' wide trench based on soils types. • Permeable Pavement: Please provide specifics on what type of permeable pavement will be used. If a catalog cutout is available,please provide. • Site Plan: A sufficient site plan has not been provided. Attachment A does not show BMP names and numbers as stormwater pollution prevention measures or long term stormwater facilities. Provide 2 copies of a separate full sized site plan with BMPs shown, a breakdown of hard surface area, and the calculations for the sizing of the stormwater facilities. • Stormwater Pollution Prevention Plan(SWPPP): A sufficient SWPPP has not been provided. The drainage report lists a summary of required methods as minimum requirement 2,but no details are provided. BMP names and numbers must be stated in the SWPPP for each element, and a proper description of uses must be included. As an example,where control pollutants is listed, include the pollutant types (like concrete) along with the BMPs, or for install sediment controls, "additional controls may be required", state what those additional controls are. I suggest using the 13 Elements template provided by the City, and attaching an inspection log to be filled out during construction. • Recommendation: A construction entrance is being shown in the same location as permeable surface area. If the construction entrance is placed at the correct elevation, the permeable surface area may be paved on top of the quarry spalls without the construction entrance. If you have any questions, feel free to call me at 360.299.1969. Kait Nelson Associate Planner Steve Nelson AUG 0 8 2011 4603 Anaco Beach Road Anacortes WA, 98221 Steve.cassius@outlook.com CITY OF ANACORTES 360-333-7839 August 8, 2017 City of Anacortes 700 South 2nd Street Anacortes, WA 98221 RE: 4603 Anaco Beach Road, BLD-2017-0253 Dear Ms. Nelson, Please find attached an updated Drainage Analysis, dated August 7, 2017,for 4603 Anaco Beach Road. Please reference BLD 2017-0253. Regards, Steve Nelson Attachments 0 glE M 11 Wl r-In -- HE,:RIGSTA I ENGINEERING PS — AUG 0 8 2011 f j Civil Engineer CITY OF ANACORTES 4320 Whistle Lake Road Dale Herrigstad, P.E. Anacortes, WA 98221 (360) 299-8804 4603 Anaco Beach Road Nelson/Dowd Home Site DRAINAGE ANALYSIS July 25,2017 Revised August 7,2017 Job#2017-98 Prepared By: Dale K. Herrigstad P.E. �ti N>~RR��s .Q q@ WAS,4�, 7,9. . ,i4c6L, 4' .' • / l' c6 457807 ° 0 -) - (,) 1 / 0, ,P4, v 4tk- �SSiONAL tl ci Owner: Steve Nelson&Tera Dowd 4603 Anaco Beach Road Anacortes,WA 98221 The stormwater plan will be based on the requirements of the 2012 DOE Stormwater Management Manual for Western Washington, as required by the City of Anacortes Drainage Ordinance. 2 TABLE OF CONTENTS Page SECTION TITLE 2 PROJECT DESCRIPTION 2 EXISTING CONDITIONS 3 DOE Stormwater Management Manual Minimum Requirements 3 Minimum Requirement#1: Prepare a Stormwater Site Plan 4 Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) 5 Minimum Requirement#3: Source Control of Pollution 5 Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls 6 Minimum Requirement#5: On-site Stormwater Management ATTACHMENT A Developed Site Conditions ATTACHMENT B Soils report ATTACHMENT C DOE Manual Flow Chart Figure I-2.4.1 ATTACHMENT D Soil amendment requirements ATTACHMENT E DOE BMP Figures ATTACHMENT F DOE Downspout dispersion trench detail PROJECT DESCRIPTION This project is to remove an existing 2,600 square foot home and replace with a new 3,031 square foot home including decks and patios and add 1,200 square foot pervious paver driveway for a total of 4,231 square foot total impervious area at 4603 Anaco Beach Road. The site is water front property on Burrows Bay. The site access Anaco Beach Road through a paved driveway along a common ownership driveway. The site property is 10,454 square feet(0.24 acres). See ATTACHMENT A. EXISTING SITE CONDITIONS The 10,454 square foot or 0.24 acre site is landscaped outside of existing 2,600 square foot house and paved parking area. The site slopes down to the south at an average of 1.5%to a stone wall bulkhead along the Borrows Bay Ordinary High Water Mark. This report will address the water quality as well as detention requirements of the proposed improvements to the site meeting the current 2012 (Amended in December 2014). Site soils were investigated by Gary Smith a Licensed septic designer. The report is in ATTACHMENT B. 3 DOE Stormwater Management Manual Minimum requirements: li According to the 2012 DOE manual Volume 1 figure 2.2,page 2-9: Does the site have 35%or more of existing impervious coverage—No Does the site add 5000 square feet of new impervious surfaces—No Does the site convert 3/4 acres or more of native vegetation to lawn—No Does the project have 2,000 square feet of new impervious surfaces—Yes Minimum requirements#1 through#5 apply to this project. This report will work through each of the 10 requirements below. (See flow chart in ATTACHMENT D) Minimum Requirement#1: Prepare a Stormwater Site Plan. Volume 1, Chapter 3 steps (page 3-1). Step 1. CoIlect and Analyze Information on Existing Conditions. The existing site slopes to the bulkhead along Burrow Bay at the ordinary high water mark at approximately 1.5%. Stormwater currently sheets from the paved area to the landscaped area south of the pavement southeast of the existing house. Roof drainage discharges to the shoreline through drain tile. The pervious area of the site infiltrates due to sandy soil conditions. ' Site soils were investigated by Gary Smith a Licensed septic designer. The report is in ATTACHMENT B. The site soils are loamy fine sand and a reasonable infiltration rate. Step 2. Prepare a Preliminary Development Layout. During construction approximately 4,000 to 5,000 square feet will be disturbed. A proposed layout is attached as ATTACHMENT A. Step 3.Perform an offsite analysis: All water from this site if it does not infiltrate due to the loamy sandy soils sheets to the south to the Burrows Bay that borders the eastern boundary. The adjoining properties also slope to the south. It is not clear where uphill roof drainage goes. Road drainage sheets down the paved road east of the building areas. Step 4.Determine and Read Applicable Minimum Requirements. Threshold requirements: See DOE flow chart 2.4.1 in ATTACHMENT C. The total replaced impervious area is under 5,000 square feet at 4,231 square feet. Minimum requirements 1 through 5 are required. Step 5.Prepare a Permanent Stormwater Control Plan A storm water plan is provided in the developed site plan in Attachment A. The drainage system will be described in minimum requirement#5 below. Step 6.Prepare a Construction Stormwater Pollution Prevention Plan. See minimum requirement#2 below for SWPPP. Step 7. Complete a Stormwater Site Plan: The project overview has been provided at the beginning of this report along with an existing conditions description. Maps are included in the attachments. A Soils report is provided in the attachments. Offsite analysis is provided in section step 3 above. Step 8. Check compliance with all applicable minimum requirements: To take place during review and during and after construction. Minimum Requirement#2: Construction Stormwater Pollution Prevention (SWPP) This project must meet the 12 elements of a SWPP because the site exceeds the threshold of 2,000 square feet of new impervious surfacing. ORQ �o(.,vhNe/v'T �`11 4 ,soft St,,fib 4 46 1. Preserve Vegetation/Mark Clearing limits he site perimeter will clearly defined with orange construction fencing along the north, east and west boundaries. Silt fencing will border the southern boundary at the edge of proposed clearing. 2. Establish Construction Access: A construction entrance will be installed at the driveway entrance from the adjoining common access road and constructed to the DOE Figure IL4.1.1. See ATTACHMENT E.Locations noted on ECS plan. Provide sediment removal from the street(e.g., shoveling, sweeping,pickup)when ever sediment is tracked off site. 3. ControI Flow Rates: During construction a temporary sediment trap (DOE Figure 11-4.2.16)may be required and if used shall be constructed south of the proposed site. Locations noted on ECS plan. See ATTACHMENT E. 4. Install Sediment controls: In addition to silt fencing(DOE Figure 11-4.2.12) additional controls may be required for sediment control. Silt fencing will be provided on the east side of the disturbed site along with a small sediment trap as condition dictate. See ATTACHMENT E. 5. Stabilized Soils: Disturbed soils shall be stabilized within two days during the wet season (Oct. 1-April 30) or seven days in the dry season(May 1-Sept 30)with seeding, mulching,plastic covering or hydro seeding. Install crushed rock surfaces as soon as final grades are achieved.Also to be noted in erosion control notes on ECS plans. 6. Protect Slopes: There are no slopes on this site. Cover temporary soil stockpiles with plastic tarps. 7. Protect Drain Inlets: There are no catch basins near this site. 8. Stabilize Channels and Outlets: There are no channels or outlets on this site. 9. Control Pollutants: All pollutants including waste material and demolition debris will be contained and disposed of off site. Chemicals, liquid products and petroleum products will be kept is locked, covered and secure locations. The contractor shall have a spill containment plan for inadvertent equipment failures with appropriate absorption towels on site at all times. 10. Control De-Watering: Dewatering is unlikely due to the porosity of the soil but may required for trench excavation and foundation excavations. Silt laden dewatering should be directed to the temporary sediment pond or sediment trap. Clean, non-turbid dewatering water may be discharged to downstream drainage system. 11.Maintain BMPs: All temporary and permanent Erosion and Sediment Control (ESC)BMPs shall be maintained and repaired as needed to ensure continued performance of their intended function. Maintenance and repair shall be conducted in accordance with each particular BMP specification(see Volume II of the SWMMWW or Chapter 7 of the SWMMEW). Visual monitoring of all BMPs installed at the site will be conducted at least once every calendar week and within 24 hours of any stormwater or non-stormwater discharge from the site.If the site becomes inactive and is temporarily stabilized, the inspection frequency may be reduced to once every calendar month. All temporary ESC BMPs shall be removed within 30 days after final site stabilization is achieved or after the temporary BMPs are no longer needed. 5 Trapped sediment shall be stabilized on-site or removed.Disturbed soil resulting from removal of either BMPs or vegetation shall be permanently stabilized. Additionally,protection must be provided for all BMPs installed for the permanent control of stormwater from sediment and compaction.BMPs that are to remain in place following completion of construction shall be examined and restored to full operating condition.If sediment enters these BMPs during construction,the sediment shall be removed and the facility shall be returned to conditions specified in the construction documents. 12. Manage the Project: The project will be managed based on the following principles: • Projects will be phased to the maximum extent practicable and seasonal work limitations will be taken into account. • Inspection and monitoring: o Inspection, maintenance and repair of all BMPs will occur as needed to ensure performance of their intended function. o Site inspections and monitoring will be conducted in accordance with Special Condition S4 of the Construction Stormwater General Permit(CSWGP). Sampling locations are indicated on the Site Map. Sampling station(s) are located in accordance with applicable requirements of the CSWGP. • Maintain an updated SWPPP. o The SWPPP will be updated,maintained, and implemented in accordance with Special Conditions S3, S4,and S9 of the CSWGP. As site work progresses the SWPPP will be modified routinely to reflect changing site conditions. The SWPPP will be reviewed monthly to ensure the content is current. This site is less than 1 acre in size and will not require a CSWGP permit from the department of Ecology. 13. Protect Low Impact Development BMPs: Due to the infeasible infiltration potential of this site,Low impact BMPs will not be utilized. Minimum Requirement#3: Source Control of Pollution During construction the site will be open and subject to erosion. BMP's as described in the erosion control plan must be constructed at the source to limit erosion and sediment laden runoff. The most common erosion source is exposed soils to rain, especially on steep slopes. Minimum Requirement#4: Preservation of Natural Drainage Systems and Outfalls This site naturally sheets to the south to Burrows Bay. No change to this pattern is proposed. Minimum Requirement#5: On-site Stormwater Management As indicated in the soils report infiltration is high loamy fine sand with the water table at around 32 inches depth south of the house and 33"north of the house. See ATTACHMENT B. 6 i BMP T5.13: Post-Construction Soil Quality and Depth,Lawn and landscaping areas: All disturbed site soil will be amended as required by the post construction soil quality and depth requirements and will be implemented at the building permit stage. The design guidelines for the soil requirements are included in ATTACHMENT D. LIST#2 because the site triggered Minimum requirements #1 through#5 . ROOFS BMP T5.30: Full Dispersion—No native vegetation on site. BMP T5.10A: Downspout full infiltration—Due to the high water table at 32"and less than the 36"required by the feasibility criteria. BMP T7.30: Bioretention Cells, Swales, and Planter Boxes—Due to the high water table at 32"there is not 1 foot of separation from the bottom of the Bioretention cell. BMP T5_19BL Downspout Dispersion Systems—Dispersion can be met with more than 45' to the existing seaw 1 being greater than the 25 oot minimum. ,( See ATTACHMENT G or details. 1 c F S. ; 1 q.br pefr€-Alk OTHER HARD SURFACES driveways and patios) reiti-1 S BMP T5.30: Full Dispersion—Not enough length and native vegetation on site. BMP T5.15: Permeable Pavements— Permeable paver will be used for the new driveway area north of the house. BMP T7.30: Bioretention Cells, Swales, and Planter Boxes—Permeable pavers used above. BMP T5.12: Sheet Flow Dispersion—Permeable pavers used above. 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W/ .-._1 V ,,• . -4 .. ..I ... .r. ,... .•� ...'.l l ...•. ..... .•.._ ...,.. ..... ...... ..� ..1 ..... .._.. .i._. i ._ .� f/ . 1, I: I t‘i • .»._._-.,.M.,._ _.. . , [.. Il v _ _ 1 . Y_ f ...� h• �• ti. L/_ Yti 1•�. • \ •. n.. . . . • ♦ w • • • ... . ..• • Y ..\. .. . . • •. . . •11_ • VN=a,4\ • S i • \---Ni- • I t . . . ri N / A6,2/ .. ...•.. .. - ,f SO -0 n • .• • ATTACHMENT Steven F. NELSON & Tara M. DOWD STORMWATER SOIL INFILTRATION RATES 4603 Anaco Beach kd Anacortes, WA 98221 Skagit County Parcel No. P61819 ;1f tjiri,. I .,,, ,. :i:4.4.4.%o -. we::4,a6 �Y N ,:v r_ i .,sli t:��•' S54Q p ' ++ :s:'GA FA)R02gMITH ','+ :� 'Li F! 5•. i' NCR"' ,t1 PREPARED BY: Ex�Re ,2. -'j-(I SEPTIC DESIGN SERVICES, I N C. Gary R.Smith, State Certified Septic Designer P.O. Box 351 Anacortes,WA 98221 360-708-6767 ATTACHMENT B 1 OF 9 May 2 1. 2017 Select Language • :"kl" h;: a, , f;� S': e t : i #€�,` Taxes,es, Lct li i iii 1 '?T e History,.. r; �i t:' r rn u s • •„I••. !oS.L t.1. Select a search option below: Assessor Home • Address Parcel# Owner Name (Last First) Road )(refit) Treasurer Home ,_ Enter Address: :4603 ANACO BEACH RD, Anacortes Clear Help Print prior Searches • .... 1. Clear Prior Searches Details for Parcel: P61819 P61819 Jurisdiction: ANACORTES NELSON STEVEN F oQ.. Zoning Designation: Please contact the city of ANACORTES for ANACORTES zoning information. 46Q3 ANACO SEACH RD ANACORTES, \/A 98221 ` Recorded Documents Documents scanned and recorded by the Auditor's office z.._ Excise Affidavits Document scans of excise affidavits Parcel Number XreflD Quarter Section Township Range P61819 3858-000-007-0208 SE 27 35 01 Owner information Site Address(es) Map Links NELSON STEVEN F & DOWD TARA M 4603 ANACO BEACH RD Open in iMap 4603 ANACO BEACH RD Anacortes, WA (Jurisdiction, State) Assessor's Parcel Map: ANACORTES, WA 98221 Lip Code Lao:;up I Site Address Information PDF I DWI-- Current Legal Description Abbreviation Definitions THAT PORTION OF TRACT 7, ANACO BEACH, RECORDED IN VOLUME 5 OF PLATS, PAGE 4, RECORDS OF SKAGIT COUNTY, DESCRIBED AS FOLLOWS; BEGINNING ON THE NORTHWESTERLY LINE OF SAID TRACT 7, 185.5 FEET SOUTHWESTERLY FROM THE NORTHWEST CORNER OF SAID LOT, THE SAME BEING THE SOUTHWESTERLY POINT OF TRACT SOLD TO CHARLES AND LINDA SCHORK RECORDEDED UNDER AF#668771;THENCE SOUTHWESTERLY ALONG THE NORTHWESTERLY LINE OF LOT 7 TO THE SOUTHWEST CORNER OF SAID LOT; THENCE SOUTHEASTERLY ALONG THE SOUTHWESTERLY LINE OF SAID LOT TO THE SOUTHEAST CORNER OF SAID LOT;THENCE NORTHEASTERLY ALONG THE SOUTHEASTERLY LINE OF LOT 7 TO THE SOUTHEAST CORNER OF THE AFOREMENTIONED SCHORK TRACT; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF THE SCHORK TRACT TO THE POINT OF BEGINNING; TOGETHER WITH THE SOUTHEASTERLY 20 FEET OF TRACT 6, ANACO BEACH ADJOINING THE ABOVE DESCRIBED TRACT. SURVEY AF#201510290038 2016 Values for 2017 Taxes* Sale information 2017 Property Tax Summary Building Market Value $140,500.00 Deed Type WARRANTY DEED 2017 Taxable Value $722,700.00 Land Market Value -f$582,200.00 Sale Date 1999-12-06 General Taxes $6,881.58 Total Market Value $722,700.00 Sale Price$400,000.00 Special Assessments/Fees Assessed Value $722,700.00 Total Taxes $6,881.58 Taxable Value $722,700.00 Effective date of value is January 1 of the assessment year(2016) Legal Description at time of Assessment l'Land Use (111) HOUSEHOLD, SFR, INSIDE CITY WAC 458-53-030 Neighborhood (22FIDALGO) FIDALGO WATERFRONT RESIDENTIAL Levy Code 0900 �.. Flre District School District SD103 Exemptions Utilities *SEP, PWR, WTR-P Acres 0.24 Improvement 1 Attributes Summary Building Style ONE STORY Year Built 1952 Foundation CONCRETE Above Grade Living Area 1,800 Square Feet Exterior Walls METALNINYL SIDING Finished Basement Root Covering COMP 'Total Living Area 1,800 Square Feet licatfAir Conditioning FORCED AIR Unfinished Basement Fireplace SINGLE 1 STORY 'Total Garage Area 264 Square Feet Bedrooms 2 Bathrooms 2 FULL BATHS For additional information on individual segments see Improvements tab • Land Use codes are for assessment administration purposes and do not represent jurisdictional zoning. Please contact the appropriate planning department in your jurisdiction for land use questions. • Total living area Includes above grade living area and finished basement area. ATTACHMENT B 2 OF 9 RVEY Cb C i i �r SU o waaoo c ' P3e9n • `, 1 Stl 9 6 7 1 N. •••6o0aS fP 5 U -fir•-�C)� -1 $ I�Q� Pt723S2 pi3QASJ Ptl2L"BL $ P32447 P32444 032449 P32450 PJ$dal R �1z,316 Alltix. 114 14.,' 9 L "!�• 1 ,i. PI3ZR77 71S 74 / �Ts 72 / • 71 sua,rry AP zoa101y(6057 P1Z1317 V 315 / / .e �* / 1/ \f grir /,,,.,,, Pt!en 4°° / / ` , ,�� / / s P13zb5S �'' 1, 6 QGfl ^ Ct�B 412144 Q'S Q / �.t. J / 4 J i •., / f / / d / 'D* PI Mast • 0 ,e / / it .s.., • ti /4,1b �,4 ti . LOT - o i a Y n o`$�� / F3-2 �Ti:7i 1 • P3 Jf14 3 . ' tie / F.IrC Pt;tlBltl /�" Cb �`•, 9 °sly, // • P Q. f/ aas41rO / �'�a / O ski t?II, /0 12 13 ` -P , / `` / J` /f - P1.1. ` .� / 4 Aram K•si:no ‘k° 4% / // 1Q Q 037319 e 4,�F2 au, //f`25003 .. / / / 17 flitito 4' cl' / / / 3 #4,141Aco I.: jOt k °P4 , versa. ,�ilt / '1(MC gam.IA-we �i% / / / 2 ;C L 46r4.1619 P32 83 - j / /.' Q� Q6z \ sinewy /. / / _-ice AF.. .. 012woo/ ` P323fl1 / GOT S / egg} • \ / P124728 v tar At\ �t * a22a4.,a P124T2G LCT5v .•. Zit. N. '�P124727 i ‘,./1 ra.AcT 3 P323.13 (PLATS 6m. 3) P611,36 7— Q m — 't1 OG 4 SURVEY AF9DP@D08A4f SS ,,TY OF ANACORTES A P611338 ':J. _ _ SKAGT C • UNTV ATTACHMENT B 3 OF 9 SITE ADDRESS Owners: NELSON, Steven F. 4603 Anaco Beach Rd DOWD, Tara M. Anacortes Parcel No. P61819 DATE ON SITE Xref ID: 3858-000-007-0208 5/22/17 1:00 p.m. SOIL CONSE VATION SERVICE #26-Catla gravelly fine sandy loam SITE PLAN PG. 3 OF i. ,�7,2-X. Roui e✓ OF / pica i T, W,4TEIZ Sct�l'�LY :'I, L i ' r 1. \* 41.7 A..• / /6, 4L /� • Ran' ,1� '- N 7 . /s SrL / , �, a ,. 5�Q p , /7 ' GAR Ro.2 MITH .1 / �s 1. • y EXPIRE INN/ G \ 2-?-r q --U �k'rSr, 6,a5 per N < \N, 1 I Arz,els a� �N , • rr CA -I orJ: / l I i-{ ouS E C App(2oa. oo i c' of / (zExIs r t,.iG / �\ . p / GA5 t_r�.iCa. h K \ / ` � p sacLoG L. / �r s . / .,,, / \\\ I / r� q / �� = S / I- 13 LA. R. iza \,_t 5 / 0 i i p.t5 i3Nc›T'A _ t Z s Lt.c2---/mY- A" F-Ex- ,t a.ES Stour i Y AppRoxl+.nATE.. 5 t i E pi..4w 3&S S ot.\ NIamommilmilli 5,-Tp4tcD DP.A\.Jtr-fc. 0 10 20 1" =20' SEPTIC DESIGN SERVICES, INC. Gary R.Smith,State Certified Septic Designer P.O. Box 351 Anacortes,WA 98221 ATTACHMENT B 4 OF 9 Date on site: 5/22/17 Owner: NELSON, Steven F. Time on site: 1:00 p.m. Owner: bOWb, Tara M. Address: 4603 Anaco Beach Rd., Parcel No. P61819 Anacortes, WA 98221 Xref ID: 3858-000-007-0208 Page `S of 4C SCS: #26-Catla gravelly fine sandy loam SOIL LOG 1 0 to 20 inches Fi Sa me br l,o, FiRts - 0.6 gal./sq. ft./day application rate 20 to 33 inches Fi Se rd/br Lo - 0.6 gal./sq.ft./day application rate 33 to 37 inches Lo Fi Sa,damp - 0.8 gal./sq. ft./day application rate standing water at 36" Anticipated Water Table 33" - intermittent gravel throughout will not effect application rates SOIL LOG 2 0 to 9 inches CI Lo, fill soil - 0.2 gal./sq.ft./day application rate 9 to la inches Lo Fi Sa, mixed fill - 0.6 gal./sq.ft./day application rate 19 to 34 inches dk br to blk Lo. Gr Fi to Me Sa, cobbs, mottling - 1.0 gal./sq. ft./day application rate damp soil 28-34": standing water at 34": 19"-34" may have been a septic drainfield in years past Anticipated Water Table 32" VEGETATION: Yard grass at SL1: landscape cobble at SL2 WATER SOURCE: City of Anacortes KEY TO ARRRFVIATIONS• Lo =Loam Gr =Gravelly dk =dark Sa =Sand Vy =Very It =light CI =Clay Fi =Fine br =brown �? Si =Silt Me =Medium to =tan ;�+ ""^k, s Rts =Roots Co =Course rd =red FiRts =Fine Roots Ex =Extremely or =orange " fitomotts =mottling cobbs =cobbles gr =gray �cP orgs =organics bl =blue blk =black G`GAR?R.ZS0 .rt,' EXPIRE .2.1-t9 These findings use application rates common to septic system drainfleld design in Skagit County and throughout Washington State and do not claim to meet the Stormwater Management Manual for Western Washington methods,terminology,or regulations. SEPTIC DESIGN SERVICES, I N C. Gary R.Smith,Certified Septic Designer P.O. 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