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HomeMy WebLinkAboutPermit File 3813 W2nd Street y ' r O CITY OF ANACORTES WASHINGTON BUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Cinnlo Fern; ly Pncd r;:mn F'n Located At: 3813 West 2nd Street STREET&NUMBER Owner: RI{L Construction Constructed By: OWNER OR CONTRACTOR Bldg. Permit#: BLD-2006-0005 Date Issued: May 9 , 2006 Occ. Group: R3 Use Zone: R`' Has Been Inspected And Occupancy Is Hereby Authorized. This 13th Day of December 20 0744 V A1THaRI OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. Public Works orks Engineering and Development Services Residential Inspection Address: 38 /3 Le. �n of �y�eG Date: _ /,C—07 Owner: R 1K L [. 5 Contractor: Inspected by: `3), UG /de_ 1. Water Meter Box Set firm and level to finished grade or backside of sidewalk elevation. Lid and box undamaged. Water meter and customer shutoff installed. ® No debris. (71j Accessible—no landscape obstruction. WA ❑ Driveway installation has drive-over box and lid. J Customer gate valve intact. ® No leaks at connections. 2. Curb and Gutter ® No cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. If road frontage improvements: ® Expansion joints every 15 feet and at driveways. ® Concrete has broom finish. ® No low spot at curb line, especially at driveway cut. Maximum grade change in 20 feet is V. inch. 3. Sidewalk In/ cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks. ® ADA compliant— 1 percent slope to curb. if road frontage improvements: ® Expansion joints every 15 feet and at driveways. n Concrete has broom finish - 4. Driveway Approaches WA bNo cracks, damage, graffiti, footprints, finishing blemishes, or other objectionable marks_ ❑ ADA compliant. 5. Streets pNo cracks, blemishes. If road or alley improvements: - ❑ Received proctor and sieve analysis of ballast, crushed rock, and asphalt_ ❑ Received passing materials testing reports for sub-grade, ballast,_ crushed rock, and asphalt. ❑ Received tonnage tickets consistent with required thickness per approved . plans. 6. Sanitary Sewer ▪ Inspection card signed off and/or verified in Building Department database. VI As-built record filed in the address file. - - ® Screw cap(s) installed on clean-out(s). [k�c Clean-out(s)set at finished grade. 7. Storm Drainage Q] Inspection card signed off and/or verified in Building Department database. Vj As-built record filed in address file. © Not blocked or diverted to adjacent parcel. 8. Public Utilities Out of Traveled Way w A ❑ Concrete collars around City utilities. IN Final grading ok. [J Restored to prior condition or better. 9. Landscape O Bonded for completion at later date. Verified against approved landscape plan: ❑ Installation. ❑ Type and quantity of plants. K] Sod or seed in place. ❑ Root barrier(receipt filed). 10.Erosion Control Measures BMPs removed. ® All debris removed. Site dean. [)? Permanent vegetation established. 1--0-5(—)) If ' Final Inspection Checklist Site Address: g/3 WN-es f 2 h Permit No.: pZi9- 6 - (9 6 Date Issued: 5 f ` ) 6 ( Zoning: Occ. Group:nConstr. Type: WV Owners Name: r K ) coin S+UA-C fro n Owners Mailing Address: -'3�/ 3 i t/esf 2ncl An State: 41,4- Zip: 9'7Z( Variances: No Yes Safety Glass: No Yes "V Sewer Fee Paid: No Yes V I Hand Rails: No Yes V 1 Sewer Inspected: No Yes Guard Rails: No Yes WSEC Compliance: No Yes t7 Traps: No Yes Attic Access: No Yes_ Wood Stove: No Yes t' Smoke Detectors: No Yes ✓ Water Pressure: No Yes Z/ T&P Drains: No Yes V House Numbers: No Yes / Insulation Cert.: No, Yes ✓ p Site Drainage: No Yes IA) Crawls ace Insul: No Yes L/ Bedroom Windows: No Yes 1/ Water Heater Strp: No As 1. / Vapor Barrier: No Yes ✓ D.W. Air Gap: No Yes 1— Water M No Yes Y Auto Garage Door: No Yes L./ Exterior Decks/Landings: No Yes Outside Caulking: No Yes V Garage/House Door: No Yes V Inspected By: 6-r/ Crawl Space Access: No Yes v Date: 1 fI0 7 Exh. Duct/Dryer Vent Dampers: No Yes 0 ' G� �� 4 -..12_.,__'-1 0007 0:L709r:006 001 .P rtit Fees 005293 $,iO,579.60 ,itr Y 6 .,,. City of Anacortes Permit#: BLD-2006-0006 904 6th Street Issue date: 05/09/2006 ', P.O.Box 547 Expire date: 05/0912007 CIZ Anacortes, WA 98221-0547 „1w (360) 293-1901 Job Address: 3813 WEST 2ND Permit Type: Single Family Residence Permit ANACORTES WA 98221 Project: APN: Remarks: New single family residence. Owner: RKL CONSTRUCTION LLC Contractor: Address: 186 VALLEY VIEW RD Address: LOPEZ ISLAND WA 98261-8721 Phone: (360) 941-3241 Phone: License#: General Information: Fees: Basement Square Footage 919 Plan Review Deposit 100.00 Lot Area 7000 Building Permit Fee 808.00 1st Floor Square Footage 1680 Plan Review Fee 425.20 Garage Square Footage 475 Mechanical Permit Fees 121.90 Deck Square Footage 266 Plumbing Permit Fee 132 00 Building Valuation 250000 State Building Code Fee 4.50 # Forced Air Furnace<=1,000 1 Sewer Inspection Fee 50.00 #of Bathtubs 2 Storm Drain GFC-Residential 1,126.00 #of Clothes Dryers 1 Sewer GFC-Residential 6,397.00 #of Clothes Washers 1 Park Impact Fee 615.00 #of Dishwashers 1 Traffic Impact Fee 900.00 #of Gas Fireplace 1 Total Calculated: 10,679.60 #of Gas Piping 1 Deposits/Receipts: 100.00 #of Gas Water Heaters 1 #of Water Piping 1 Total Due: 10,579.60 #of Hose Bibbs 2 #of Kitchen Sinks 1 #of Lavatories 4 #of Range Hoods 1 #of Showers 1 #of Ventilation Fans 5 #of Water Closets 3 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY iJ_ . GE/0912006 __.o -25775.00 ANACORTES PUBLIC WORKS DEPARTMENT ycags ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES SITE INFORMATION AND PROJECT VALUE OWNER. TcIko µ y-g\ N SITE ADDRESS: e3?1S O a-v\A PROJECT DESCRIPTION: R\ PROJECT VALUE [PV]: -2 S.-a ?en /� (Page 3 of 3 Total Cost) ® Sc1�-"� ett ENGINEERING PLAN REVIEW FEE 0 n-' ENGINEERING PLAN REVIEW FEE ( .005 of Project Value) $ cc, 0,1-73a 4..co S TOTAL ENGINEERING REVIEW FEE $ (06-� DUE AT TIME OF SUBMITTAL OF PLANS FOR REVIEW CONSTRUCTION INSPECTION FEE CONSTRUCTION INSPECTION FEE BASE FEE $ 500.00 CONSTRUCTION INSPECTION FEE ( .015 of Project Value) $ _.ol.. CONSTRUCTION INSPECTION FEE SUBTOTAL $ REDUCTION * TOTAL CONSTRUCTION INSPECTION FEE $ DUE UPON CONSTRUCTION PLAN APPROVAL * SUBJECT TO THE DIRECTOR OF ENGINEERING & DEVELOPMENT SERVICES APPROVAL, A 50% REDUCTION TO THE CONSTRUCTION INSPECTION FEE MAY BE ASSESSED IF THE DEVELOPER PROVIDES ON-SITE CONSTRUCTION INSPECTION AND CONSTRUCTION ENGINEERING THROUGH `�O PRIVATE CONSULTANTS TO THE SAME STANDARD AS THAT OF THE CITY. Page 1 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number • ANACORTES PUBLIC WORKS DEPARTMENT 4yoo�2`" ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES ENGINEERING AND INSPECTION FEE WORKSHEET (DEVELOPER DEDICATED ASSETS) Engineering Project No. Project Location Project Name Project Engineer Developer The Developer shall enter the quantities shown on the construction drawings to be submitted to the City for review. This document is used to maintain the City's inventory of Public Works infrastructure and determine the amount of Engineering&Inspection Fees due to the City. DESCRIPTION UNITS QUANTITY Unit Cost Total Cost FEE AMOUNT 6" L.F 8" L.F. _._. 10" L.F. 12" L.F. 15" L.F. 18" L.F ru 24" L.F. w co Other tr Other O Catch Basin,Type I EA ° Catch Basin,Type II EA Storm Manholes EA Ponds EA Bioswales EA Vaults or other water EA quality measures 6" L.F. 8" L.F. 10" LF. re 12" L F. 15" L.F 18" L.F. ✓ 24" L.F. re a Other I- z Other rn• Sanitary Manholes 48" EA Sanitary Manholes EA Other Lift Station EA Page 2 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number ANACORTES PUBLIC WORKS DEPARTMENT '''P °3` ENGINEERING PLAN REVIEW FEE AND CONSTRUCTION FEES ii f fir- n174A a � r s� t��r- t .ski's '.�'�5^x,.' t i S Tti' xi x r'� $ ! .� s - -.f DESL'trfQl'f N. --_y IlilyTS'b..v �tiX1NTLFY. Unf Lyy'etsl��, .414--n 5,`w C=EPi, 111 sl' A 4" L.F. 6" L.F. 8" L.F. 12" L.F. 16" L.F. Other L.F. Water Meter EA Fire Hydrant EA Street Construction S.F. Length Width Street Lights EA I w Street&Stop Signs EA w fY Curb &Gutter L.F. r- rn Overlay,Asphalt TON Overlay, Concrete S.Y. Sidewalk S.Y. Wheelchair Ramps S.Y. Landscaping S.Y. Trails S.F. Stream Enhancement S.F. Other Other Temporary Erosion/Sediment Lump = Control** Sum Earthwork C.Y. Traffic Control Erosion Control Utility EA Relocation/Adjustment TOTAL COSTS $ Temporary Erosion/Sediment Control includes: Clear and Grade, Fill and Grade, ESC Supervisor, and Silt Fencing. Page 3 of 3 Engineering Plan Review Fee and Construction Inspection Fee Project Number ., • ANACORTES PUBLIC WORKS DEPARTMENT P.O. BOX 547,RNRCOATES, UM 98221 PH (360) 293-1919 v = tri, FRED BUCKENMEYEA, PIS.,DIRECTOR FAX (360) 293-1938 E-MAIL: fredb@ciudofonocortes.org Icol°. June 28, 2007 Bob Lehrer RKL Construction P.O. Box 2355 Friday Harbor, WA 98250 SUBJECT: Additional Items for Project Closeout (PW#06-036-DEV) Dear Bob, After reviewing the 3813 and 3817 West 2nd Street project file, these items are needed in order to close this project out for the required improvements within the Public Right-of-Way. 1. Provide a 2-year maintenance bond that is 10% of the construction cost. 2. Provide As-builts. To be submitted for review and approval by the City Engineer. The final version shall be in the forms of 1) Mylar 2) Digital. If you have any questions, please contact me at 360.661.3468. Sincerely, CITY OF ANACORTES Steven R. Lange Project Manager CC: Fred Buckenmeyer, Dave Walde, Don iamer •Water •Wastewater • Streets•Storm Drainage • Engineering • Solid Waste •Transportation and Equipment • Capital Projects • Development Services 0600304-4 0001 01/03/20 6 002 4 Permit Fees 005293 $100.00 WSSUUI k a3 .s.:• .: yys,:-:Kryort- z.�.v - -fp., '-`;'VLv,'`r t,:;y_z..,, �C. a}1i,'S`Z!3s': per', ;'e K',x:':. -F2t,t;: '' +':4 •Y;, ..0 ,,..'%=�'s. 2T;: . 7�atk( yrdan'.±''`,--;:x- '-ti ' U,*._: ., m. 3-1 ��j�. '�;rg,x:��':YC'..X,t.,.i"-".Y-:.i:. � a:[-�..:•..: r.. h�•.:::i ._ .,-w•. ram. Site Address: 3E3 I 3 \ 2 wt 5 T Parcel No.: 95021 7 Lot: (o i7l •Prkraf b Block: 13 0 4 Div: Addition: ,,..._•,..::_. . ;., .,.::, g_` � - =_�°j lY1'1tACTQR`�_'," ._-,.._.......,�...� y ,l , Name Name Name R% L CcncmucTct'J / c ?.KL Caws TQ.viCiioN ac Mailing Address Mailing Address Mailing Address Po &4 2-365 PC 3O 2365 City: State: Zip: City: State: Zip: City: State: Zip: 0.0rY NARary, jLUP, 91251p Ft.ioPoi Nftt&&Ot, 11JP\ 981.;D Contractor Lie.No.: KJOL ()53&S 36,0 Phone No.: 3 i 0- `i l 1 3 0-5i Phone No.: Phone No.: 310 5b l l l'llExxp Date: l d/J a f Contact Person: hoe, /pHIZ Phone No.: 3(90-- /'t'(I-'3Zyf OCCUPAstesE;; -._ . . - . - (Check One) Single FamilyX- Multi-Family:_ Apartment: Condominimum:_Senior Housing:_ Retail: Office: Restaurant:_ Manufacturing:_Storage: Bank: Assembly: Accessory:_Automotive Repair: Other(Specify) DESCRIPTION OF WORK: nj6.hJ CO/45-CAMCTID J CC SING IL 17\4IILy eE51061W& r.. :_.. ;r4 rre."..:.--tr'' ,. , . ENERAI:INFORiVIATION;, s;=&- "12='r` ''. ., ,._. -,. ..-._ Street Setback: ZQ ft. 2"d Floor: — sf. (Circle Y or N) 1"Side Setback: (O ft. 311 Floor: - sf, Shoreline/Wetlands Y 2od Side Setback: c ft. Basement: gig sf. Water on/Adj.To Property Y Rear Setback:_ )0 ft. Occ. Group: — ..),975- Soils Report Y Use Zone: (2.2,' Carport Area: — sf, Sensitive Area Y Type of Construction:_t 1 E 1�_ Garage Area: N7S �sf- Latecomers Agreement Y Lot Area: 'l 030 ski No.of Stories: L I II rf7S Fire Hydrant(250 Feet) No. of Dwellings: I Building Height:? il' 9" Variance Y Lot Coverage: 34.5 Deck Area: 2(o(r) sf. Covenant Y 'Floor lLBO sf Jy/i(op0 , ,(ft,'0 Flood Zone X A AE VE Project Valuation(Labor and Material Cost):yy Z 01 006•to THIS APPLICATION IS RECEIVED BY THE BUILDING OFFICIAL UNDER THE PROVISIONS OF THE UNIFORM BUILDING CODE,AND SHALL EXPIRE BY LIMITATION AND BECOME NULL AND VOID IF PERMIT IS NOT OBTAINED WITHIN 180 DAYS OF THIS APPLICATION. BY AFFIXING MY SIGNATURE I HEREBY CERTIFY THAT I AM THE LEGAL OWNER OF THE PROPERTY FOR WHICH THIS APPLIC ON IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES COVE FIG T YPE OF WORT WILL BE MPLIE WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. SIGNATURE: / DATE: i Z-(30i 0_5 Ci4-) -y Z}L;Z , CJ10 CC.- ..3 February 17, 2006 Attn: Don Measamer City of Anacortes Building Department Permit Center PO Box 547 Anacortes, WA 98221 RE: 3813 West 2" Street and 3817 West 2" Street New Single Family Residence Dear Mr. Measamer, I'd like to request that we can begin excavation for the homes at 3813 and 3817 West 2"" Street prior to issuance of the foundation permits. This request is only for excavation and foundation forms, no concrete will be poured until foundation permit has been issued. Corrections have been submitted to the City of Anacortes, however the only item not completed is the engineering design,which Schemmer Engineering has assured us will be finished in the next week. Also in the corrections are improvements to the alley and installation of a storm drainage system. In regard to this a ten foot easement was requested and shall be granted for maintenance of the storm system. Please see the correction response letter dated February 19, 2006 and Site/Storm plan revision. In addition, RKL Construction LLC (property owner,)understands that a latecomer's fee will be assessed on the 2 properties.At the time of its assessments RKL Construction LLC will pay both fees to the City of Anacortes. Thank you for your consideration, RKL Construction LLC fenehr 62-0 6 General Notes t A- 10-0" 13'_0" 17'-0" 18'-0" 4'0' ' ' / 3'-10" 4'-3 1/2" 1'-5" 3'-6" 3'-11 1/2" / / 0 Provide smoke detectors wired to the electrical / / ± / ± / 22'-1 1/2" 4'-0" system with battery backup on or near the N I N M / / / ceiling of each floor and in all bedrooms. \ - - - - _- - -_- �1 \ \ \ 5-7" 2'_1" 14-51/2" � M / , / —_A O Provide exhaust fans kitchens at min of 100 // N 1 exhacfm ust fanst shall be independent of other fans at min of 50 cfm. v i TILE SHOWER P \ �51/�amsystems and equiped with backdraft damper \ \ s ves \ \ _ r ® --I \ \ and to be installed per manufacturers specifications. o , zo MfiSTER BATH q L - JO Certified ppremanufactured gas stove fireplace `Y' l with dam er and outside combustion air 11 in m " 9'CEILING7-0 / ' D� \ _._-.—__ _.::_____. source directly connected to the firebox. Tiltro See detail 9. \ I O \ ) o 0 ,�jnJ Stairs to be 36"min, wide with 10"min run v o BATH N 00 — length and 7.5"max rise height. Treads and O 0 1 BEDROOM 2 I— —1 risers not to vary more than 3/8 from one to MASTER y 0 \ q ,1 VINYL R another, Provide continuous handrail on at WALK—I NT 1 it U i g CARCEILING 191 IET is J \- ir least one side. See detail 8 for more info. 9'CEILING o DEN/OFFICE CLOSET 1 DECK GAS FURNACE E b 9' CEILING rn 4 WATER HEATER I 0 Provide attic access with removable panel thru zo aP CARPET v 22'x30"min opening with 30"unobstructed CARPET b F o headroom. \ D�C \ — 2468 \ f` \ O All headers to be 4x10 DF#2 unless noted \ O r •Q ® O M 3'-1" V-11" O otherwise. it -- All\ 2468 r Loot \ \ uds at \ \ O 16"O.C. And sheathor walls are ed with 1/2"CDX plywood or better with 15# building paper. q 4'-6" 8'-1" 3'-6" STORAGE All interior walls are framed with 2x4 studs at N O �i / / / " CONCRETE O 16"O.C. unless noted otherwise. And sheathed eoeesuoea —2688 `at with 1/2"GYPSUM wallboard. ------- \ \ `4 3'-1" I� D \ O Refer to engineering design which will overide / 8'-9" 6'-5" 4-10" B !1/11 - K \ En / all construction drawings. 18'_0" m v ENTRY 41/ 4 riJ- _ FAMILY ROOM o 1 ,'s" HA DEWOOD LIVING ROOM -IL1 \ to 8'CEILING �' h \ Zqp VALUED CEILING _ — CARPET .I ffl f 9 �-,� CARPET , 4 4 io g A3 0 A `� M vni % 4 7"COLUMN-7-,ILr� \ r 1 K \ cc. rill O �� M �'I I _I'_Q— Cb ti {o}— v v \ 2,6„ F � STAIRS 3'-8" `-7 1/ " 3'-5" '7 1/2� 3`-8" / at STAIRS - It — v N 14 STEPS DOWN 14 STEPS UP `r \ \ 2668 LASS N\ ---_ \ \ 2868 \ \ N Cp)O Ni c‘Th1 ill LA ND PANTRY 0 1 D° \ o N aL___} 1 g DWOOD _ - Fp O O h0 9'GI G ViN L DINING ROOM o 1:?_2588 ,> rY 2488 2'-10" uj ----5'-1 1/2" 4'-11" 2-8" N •\ � INSULATION CHART 61 of / / / ' 9 CEIUNG 6 BEDROOM 3 CEILING C! ® \ / HARDWOOD CARPET L _ -J AREA INSULATION VALUE W U 'en o SLAB FLOORING R-10 FRAMED FLOORING R-30 2 CAR GARAGE \ 1 / 11 / ' o EXTERIOR WALLS R-21 X / \ i- \ Ho❑ \ CEILINGS R-38 c Nt 9 CEILING CONCRETE �\ /� r---- \/ v 6M (- - -1 LEGAL INFO s //\\ , 7to.? - ©` ; \ -'_-===1itF __filI -y---4 \ \ - I ® I \ \ \ PARCEL "A," P58297 �-�4- =m. I JI L----' KITCHEN 5 ' L - J BLOCK 1304 9.CEILING m ° 14-0" 6'-a' 3809-304-010-0100 HARDWOOD R o _ _ DECK io / ' / J -- 1 g �� \- _ _ Ev 8�I v WINDOW SCHEDULE v J f -1 �1 f- -1 -3 ,=_, _- ID Q •• I 0 I I IN I I ® I VINYL DOUBLE PANE LOW- E WINDOWS(0.40) ` No. / N t:at2L35s G — — � L _ J L _J L _ J \ \ - _ r- \ \ ID Size Description 4ty (Firm Name and Address 5'-3 1/2" " 31-101/2" 2-9" 2-9" 4'-7 1/2" 3'-6" 4'-6" A 5-6"x1'-0" Picture 1 RKL CONSTRUCTION LLC / / / / / / / / B 1'-0" x 5'-0" Picture -T- 2 24'-5 1/2° 151-6 1/2" 14-0" 8'-0" C 2-6" x 1'-0" Picture 5 112--e' P.O. BOX 2355 / - / / / / D 2'-6" x 5'-6" Pic/Bottom Awn -T- 6 FRIDAY HARBOR, WA 98250 5'E -0"x l'-0" Picture 4 c� f F 2'-6" x 5'-0" Single Hung 1 / "da PH: (360) 941-3241 G 2'-0" x 4-6" Casement 2 H 2-0"x 4'-6" Picture 1 I 2'-6"x 4'-0" Casement 2 3 r. (^ \ / J 2-6"x 4-0" Picture 1 CCCJJJ (Project Name and Description K 3'-0"x 6'-6" Pic/Bottom Awn 2 4 13 WEST 2ND L 3'-0"x 6'-6" Picture 1 ANACORTES, WA 98221 M 5'-0"x 5'-6" Slider-T- 1 N 2'-0"x 2'-0" Awning 1 O 3-0"x 5-6" Single Hung-E- 2 LIVING AREA - 2599 SF P 2'-6"x 4'-6" Single Hung -T- 1 Q 5'-0"x 5'-0" Slider-E- 2 GARAGE AREA - 475 SF T =Tempered Glass MAIN FLOOR AREA - 1680 SF E = Qualifies for Egress J LOWER FLOOR AREA - 919 5F L J Project Date a e A.4- -� MAIN FLOOR LEVEL DAYLIGHT BASEMENT LEVEL RKL W2NDA0 1 5 to 12/22/2005 ate-- SCALE: 1/4" = 1-0 SCALE: 1/4" = 1-O Scale IIIII 11.11111111.1.1111111 ` 1/4" = 1' -/„.; :yam q= Residential Energy Code x " (Simple Form) 2003 Washington State Ventilation &Indoor Air Quality Code 2003 Washington State Energy Code This worksheet is intended to assist you in deciding which methods of construction will be used to meet the requirements of the WA ST VIAQ and WSEC Codes. After completing this form,please add all relevant information to your construction plans. PART 1 Whole-House Ventilation:select one of the following methods. A. Fresh air will be circulated by the central forced air furnace along with a whole house exhaust fan. A single whole- house exhaust fan,which usually does double duty as a room spot fan,is required and must be controlled by a timer set to operate fan a minimum of 8 hours per day. The CFM capacity of the fan must be measured at 0.25 w.g.and have a maximum sone(noise)rating of 1.5. Fresh air intake ports or ducts are required with this option. (WA VIAQ 303.4.1) The minimum size of the fan is based on the number of bedrooms and the size of the house. For houses up to 3,000 square feet,the following sizes are acceptable: 1 or 2 bedrooms—75 CFM 3 bedrooms—90 CFM _4 bedrooms—105 CFM For other options contact the Planning&Permit Center. %'g. Fresh air will be circulated by the central forced air furnace system. The furnace must have a fresh air intake duct and the blower must be activated by a timer to circulate air daily. An exhaust fan is not required with this system. (WA VIAQ 303.4.2) C. Fresh air will be supplied by wall or window vent ports in each bedroom, kitchen,living room and other habitable rooms along with a whole-house exhaust fan as described in Option A. (WA VIAQ 303.4.1) D. A heat-recovery ventilation system.(WA VIAQ 303.4.4) PART 2 Insulation and Windows:select one of the following methods. (WSEC Table 6-1) Glazing% U-factor Ceiling Vaulted Walls Floor Slab _1. (2x4 construction) up to 12% 0.35 R-38 R-30 R-15 R-30 R-10 )C 2. (2x6 construction) n imi ed 0.40 R-38 R-30 R-21 R-30 R-10 If you intend to use 2x4 construction,compute the window glazing percentage of heated floor area to verify that the project falls below the 12%maximum allowed glazing: Total area of windows,skylights and patio doors: sq.ft. Total heated area: sq.ft. Total window area divided by total heated area=glazing Updated: August 24,2004 Page 1 of 2 • City of Anacortes Public Works Department\Building Department Small Parcel Storm Water Plan Section 13.36.100 Chapter 13.36 Drainage Requirements and Regulations Project Name: EL g w 2nno Owner: (Name, Address and Phone) . 2 K� consD t c>(©N LAG _see ac�vw Site Address: 3 /3 W 2-n0 51" Parcel ID Number ?sang Sec. 2-3 Twn 35- Rng ®( ,W.M. Prepared By: (Name, Firm, Address, Phone) ?_Kt_ consta&tcrioNt F.7 50,4 23 CS F2DNY VAALOOF, ,WA 98250 The Small Parcel Storm Water Plan needs to be submitted with the Building permit. To assist City Staff in reviewing your plans, please include any notes or comments you may have regarding individual requirements as they may pertain to this development. B(SF-03) • CITY OF ANACORTES BUIDLING DEPARTMENT RESIDENTIAL CHECKLIST (This form is to be completed prior to issuing the building permit) Site Address: 3 f 13 IN-Lc74� .an - Date: Contact Person: ' E �a " YL Phone No.: )GO ? ( —3'4i Assessors No.: Lot: Block: Addition: (Building Department Checklist for Completeness) OK NA OK NA 0 Fire Department Access 0 0 Fire Hydrant Located within 250 feet O Fire Flow Required 0 ❑ Shoreline or Wetlands O Site Plan 0 0 Covenant Approval O 0 Variance Required ❑ ❑ Regulated Slopes El 0 Plat Facts and Findings Compliance [] 0 Survey in File ❑ 0 Fill on Site Received and Reviewed by: �� Date: 02 -623 rO fo . (Engineering Department Checklist for Completeness) OK NA OK NA ® 0 Water Extension/Meter IN ❑ Sewer Extension/Connection ®, 0 Street Improvements/Sidewalks ® 0 Site Drainage Plan ❑ ❑ Covenant Not to Oppose Future LID ❑ 0 Latecomers Agreement ® 0 Street Drainage 11 ❑ Driveway location, slope, culvert • ❑ Storm Drain Extension Received and Reviewed by: Date: C.--- 6 o 6 'FURTHER COMMENTS' Zoning: g 2 r Lot Size:9pftV St c Coverage Allowed: a c ?C S- . Actual Coverage: a-( r& S, Z / Vim" 1 • / General Notes 0 WEST 2ND STREET m T EXISTING CURB/GUTTER A EXISTING 5'SIDEWALK ❑WATER/POWER/CABLE CONSTRUCTION GRAVEL ENTRANCE 12"HDPE PIPE TO STORM DRAIN UNDER DRIVEWAY TO BE IN EASEMENT USED AS BASE MATERIAL [EL 1.6] property line 75.00' [EL 0.0] I • I k • 1 SILT FENCE I i PARCEL "A" I I 10' UTILITY EASEMENT * - - - -o — - — 11 o r` 20'SETBACK Cu _ , TOP OF HOUSE[25.61•A DECK ^ TIGHTLINE DOWNSPOUTS& "i DECK I / FOOTING DRAINS TO STORM LINE Y L 0 0 N cD 0 1- Q FLOOR ELEVATION[9.81• 6 RESIDENCE m 0 SNEDG °t — _ O O PNSO1.,0-OP _ —EXISTING GRADE(PHANTOM-LIGFIT) FLOOR ELEVATION[O 91 _ PARCEL "B" T �—�--WEST 2ND STREET ► �16'ALLEY-► 0 0 0 0 5 F ' � o .N. v a a Q a 0 0 0 9 LEGAL INFO a a O 0 PARCEL'A"P58297 5'-0'I Z LOT SECTION z BLOCK1304- / > w w 3809-304-010-0100 I I GARAGE EH H. 'IO 10'-0" EASEMENT - Th I z 0 15'-0" No. LL ) IMPERVIOUS AREA NOTE: r 20'SETBACK l_J��' — """"""'"°"°"ee DRAINAGE EASMENT TO BE FILED If TEMPORARY SOIL I r T HOUSE AREA 1080 SF RKL CONSTRUCTION LLC � WITH OWNERS OF PARCEL"A," STOCKPILE AREA r CONCRETE o P.O.BOX 2355 PARCEL"B,"AND THE CITY OF � / DRNEWAY E0 GARAGE AREA 475 SF FRIDAY HARBOR,WA 98250 ANACORTES ` T DECK AREA 200 SF PH: (300)941-3241 ' 5'SETB CK • • TOTAL AREA 2421 SF [EL 8.3] 1 property line 75.00' [EL 6.5] I LOT AREA 7500 SF 3813 WEST 2ND 10' ALLEY INVERT IN ALLEY FOR DRAINAGE STANDARD ALLEY IMPROVEMENTS LLOT COVERAGE 32.3% ANAGORTES,WA 98221 CATCH BASIN 4 BY CITY REQUIREMENTS V..,.2"ASPHALT COVER F RKL_W2NOA I SITE PLAN - STORM WATER PLAN _--= 20 4n2A6/2000 S,1 =20' SURVEY IN THE NW 1/4 OF SECTION 23T. 35 N., R. 01 E., W.M. CITY OF ANACORTES, WASHINGTON AUDITORS CERTIFICATE FILED NGINC. REOORDArthft6QUEST'a;r �:; - OP SCHEMMER ENGINEERING INC. 'L, a HARTFORD AVENUE ii111111Ant,� ;��u$+,11 ,'' _ • Skagit County Autlilor-%` 11/1/2005 Page 1 e,wrr r „(- 1 :13PMt•-. ''t,, _ /may/,,�/j .. 3 m GtP UN . rpa J' - , 'M Fie N O LOUISIANA AVENUE x [ ` SCALES I'=SO' co I . : ,1_ r•, _" �I { "I j NNESOTA 'AVENUE, I ® FOUND CASED, STREET MONUMENT '. S 20.17'36' E 306.00 FT " 'S0'1T36 306 00 FT " E — -- I ici- s =k. o• • SET REBAR AND CAP "LS 25971" I � „ N - in in ,f",' ,_I E . _,!.rOI , p _ ___T� IO . . O '" OI I O LEGAL DESCRIPTION: Q '`4' F- Y O - W ,�. C) r F— _ LOTS 6,7 AND THE EASTERLY HALF OF LOT B, BLOCK �' "" 1304, NORTHERN PACIFIC ADDITION TO ANACORTES "^� "r m W W ----. • ACCORDING TO THE PLAT THEREOF RECORDED IN "N F ¢ OCC VOLUME 2 OF PLATS. PAGE 9, RECORDS OF SKAGIT u ^- 0] 0 I Cn J '"' • ' COUNTY, WASHINGTON. WI - ---- -.�^'• O PARCEL "B": Y � nor _ NI I 0 .: 0 O • LOTS 9,10 AND THE WESTERLY HALF OF LOT 6, BLOCK Q t>t "+t __— • 1304, NORTHERN PACIFIC ADDITION 70 ANACORTES OL, 'L ,? CS, C) I N • 100A0 FT— i U I0 M ACCORDING TO THE PLAT THEREOF RECORDED IN 4 U. 'q '~ "`'Q-" 0CL VOLUME 2 OF PLATS, PAGE 9, RECORDS OF SKAGIT ,.; 'R: m J H. 100 `- O1 W _0 Y COUNTY, WASHINGTON • - 3 't. 03 W IN — m �o ' SURVEY NOTES: I�`, ` WI 1 ._.-._ —_1 N I W m BASIS OF BEARINGS IS N 69'42'24"E BETWEEN MOUND. t. ?c ', ttL�n - __ cI 1.N ' CASED MONUMENTS ON OAKES AT HARTFORD AN{l Ad `'4. ,NY' �I �_:--_ _-ls INSIANA AVENUES. �?'`•, 4, _ NI 1 100.,_00 FT-_�Ta N THIS SURVEY WAS PERFORMED IN TH FIELpp�USINGAy`1 " -,^'•I� N I 1 I� ' LEICA TCRA1103 ELECTRONIC TOTAL ATATICN. ? - ,,, 0 Z THIS SURVEY DOES NOT PURPORT;"T045HOW w'`.. a1 �� „B„ OI I(0 EASEMENTS, RESTRICTIONS, Ejy'. WHICH+MAY'AFFECT IN I� THIS PROPERTY. in i ~1(. I I N ---+E3 'ci- ( -, ii_ 100.00 FT_4 t- 4.. t,. Y•FF +so 'i; "`I--, '° I S 20'17'36" E - .-._.306 00 FT S 20'17 36" E 306.00 FT I' ;' ,. `2`.1 NEW YORK AVENUE i 1. • SURVEY A.F. NO. 1 9810080094 LLy : r .. ape'tld:,- ,"SURVEY FOR Si IRVFYOR'C CERTIFICATE .., -'Q5-M3 14- E MO „= `�a Y •.�T.4.. "« THIS MAP COF2RECTLY REPRESENTS A yt'1' SHlE cr ,. :%- RKL CONSTRUCTION LLC • -P 4yll. •2 SURVEY MADE BY ME OR \UNDER MY !f :: INC. ' 7 DIREC ON IN CONFORMANCE WTH THEtt. SURVEY RE qPP fREN510N5 ''"1PP 1 317 COMMERCIAL AVENUE, SUITE 101 A,L L,no s° PAUL E. MONOHON CERT/25971 ' FRIDAY HARBOR, WA 98250 ANACORTES, WA 98221 (360) 293-9006 Y , DATE I0_14-05 " �' CAD FILE:05-185 RKL I PLOT DATE'30/14/05