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HomeMy WebLinkAboutPermit File 1514 12th Street X 1` . _ City of Anacortes Invoice/Permit#: BLD-2014-0179 / s_ 904 6th Street I P.O.Box 547 Due date: 05/02/2014 s I er Issue date: 05/02/2014 0 Anacortes, WA 98221-0547 Expire date: 10129/2015 Coil (360) 293-1901 Job Address: 1514 12TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-2111 Project: APN: P58723 Remarks: Bedroom & bathroom 2 story addition to home. Owner: AMBER & DAYNE LARSEN Contractor: Address: PO BOX 3 Address: ANACORTES WA 98221-0003 Phone: Phone: License#: General Information: Fees: Building Valuation 60000 Building Permit Fee 713.75 #of Bathtubs 1 Plan Review Fee 463.94 #of Ventilation Fans 1 State Building Code Fee 4.50 1 #of Showers 1 Mechanical Permit Fees 30.75 Plumbing Permit Fee 34.00 Total Calculated: 1,246.94 Deposits/Receipts: 0.00 Total Due: 1,246.94 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. SIGNAT1E OF OWNER OR AUTHORIZED AGENT ISSUED BY e provide each with a ys battery backup - See A:.1 a H . i 104/sp1 new wood or concrete landing `' . and steps to grade contractor . . Xx See SP1 for keynotes to coordinate with owner scope : • - and type of landing/steps © 60x80 french door a A5.1 safety safety aE 24"x60"sh 24"x60"sh • i �.� 9878 Registered raoPTr rdrbe I . . storage1 media Ior bench seat handeood I a =— • State of Washington closet I electric fireplace non venting I - • if possible-provide batt insulation - '. ., . , , master suite.. ; 1 I I mantle existing garage wall : . . 34x80 pkt I M07 ' L -:Mgt% W 32x80 r : . Project name: 1 -4" 2'-0112" g a a Larsen master bath smog .. Aa.1 .. ; �" Residence 0 desk niche Q -0 . w r Addition & ifety obscure ox 5 It , . 24"x48"sh Re mod ejanelves / A01 w1c = T `C. pantry r Project: 1403 5'.a� heated towel bar 24°x48"sh °° Issue Date: 4-15-14 30x80 french #. Revisions _ existing kitchen pantry shelves Q No. Date Description existing post 5'-7' 1'-10" • • �raii raiiaaiar/ / :::rrr. i 1 1 First Penn f ' ,aat 22'-51/2" ` / 5'_9" y 16'-8112" , 2'-0" 3i 2'-0" 3" 2'-0" 5'-4" . ' ' ,\ \\ `•\ i A5.1 A5.1 •k° \ —rod&shelf (3)24"x60"SH A15 `\ N 80"header height M \ \ 48x80 hi pass , , �4• Esi ,ridge , \" ` bath _ y• gr=1- 11 dIA A % % existing garage\ o 30x80 �' bedroom4'' C� \ • a' 0 24"x42"SH 80"header ht . \ ' 4 \ SAf-s- -f M07 / ,, =-R 30"x 60"shower 1111 T< E01 • \ ..A4.1 . ' - i • oef interior I i interior ` ceiling I ceiling down down slope slope provide 2x overframing at existing roof to remove the existing hip-new roofing to weave into and match existing. 7----- existing I I existing pony wall I pony wall existing hip line insert metal flashing at rooflsidewall -metal flashing to extend up behind existing siding existing ceiling — - collar tie extents existing porch roof existing dormer I a.., . cont.metal gutter to d,s, Eo1 I s.d.ED ' option:door/wall . existing closet to remain - ti / staircase A3 - Second Floor plan 1 114" = 1'-0° • v r T • •e • Sx _. . . [.}.lU.,k • ., • _..._._ s . ., 4 • Underwood & Associates, Ilc • . -._ .._. _ tua54th street .._._ — anacorles,washington e8221 mike vnderwoad,ALA dome. LAM'LiPhls£n --.-- Prlhr>a 1W511 law en),'ACeR>£S WA ; „e21 W— keu,lndenvoodarcllilectsue.cone • .2 l,v, ,::W TO<w --..__..._ .._-. ..__ . .. 5..P verify Nddr heals nI tC.c, .:-; - :praeet7IWI ,r 1 = IJ ay eden,dssma . 4 V SR - I C-SOOT Osite map �q 3 1 l a properly line 1y2"=1.0" -- I I „_.,_sill lease Stormwater Management t a a II II I temporary soil eplslfrtg driveway> >1I stockpile eras I Requirement di.:storm water site plan I.Access Road /1 J See she plan,for property lines,location of building and drives.and r existing patio and landscape areas near the additions.Other Construction vehicle access shall be limited to one route, I I~ I I (— requirements are noted on drawings, unless otherwise approved by the official, I I I I I I I I A gravet construction road shall be installed which will I I I I I I I I I Requirement#2:construction storm water pollution prevention remove as much mud and dirt from the vehicles as II I I I I I I possible prior to entering the pubic roadway.The f '�.rat1. 1.Mark clearing limits:clearing limited to building she as shorn on -- — effectiveness and efficiency of the removal shall be to the Ij stte plan. satisfaction of the official. I existing garage 1 area of new construction 7& 2,Establish construction access:construction access is existing and If conditions ate such that an insufficient amount of I I ` I I I Shown on the stte plan. material is removed from the Sires by contact with the prosida sill fence as necessary l +% I I aggregate,the tires shall be washed prior to entering the ter protection of sediment 3.Control flow tales:rte.. I public right-of-way.If wear from lhls process shall be depssillos to adjacent areas I I 4, install sediment controls:natural vegetation retained where directed to a sedimentation pond or other appropriate I I I 1 I sediment trapping bop for treatment prior to release to 1 owl. practical.Provide slit fence as necessary for protection of sediment the public storm water system. deposition to adjacent areas.Instag silt fence per own u menl of I 1 I I ecology's guidelines for wily C233 at locations shown on storm water I I L-. _1 1 site plan. The entrance shall be maintained Ina condition that shall prevent the racking or flow of mud onto the public right- I t 5.3tahflize soils:sedimentation trapping measures as shown en of-way,Periodic maintenance of the entrance,including storm water site plan(slit fence).Al soil stockpiles shall he covered the removal and replacement of aggregate,and cleaning with plastic,mulch,or straw If not worked after 2 days In the rainy andfor repair of sediment trapping devices shall be _ performed es conditions dictate or as directed by the c I I �878 Regslered i season(0ct.1-May 1)or days to the dry season.All exposed olficia[. °r I �_ I a i '- ARCrineci soils,stockpiled or et final grade,will be stabilized as above and *Iona--�. surrounded with a sill fence until such time as natural vegetation Sediment tracked onto the public roadways shallbe o I I r • provldes the same level of protection. cleaned on at least a daily basis. ———— 1 L a brrtlerrrol as ngiee I] 5.Protect slopes:excavated materials to be pieced on uphill side of I I I I 1 exposed area. I 1 I I 1 2,Soil Stabilization I Permit Set 1 II7.Protect drain inlets:all exposed vertical tight lines to be covered 1 until final connection.Other drains to be buried In drain rock. All exposed soils shall be prevented from moving off-stte I I or onto natural or artificial drainage systems through I I I I I I 8.Stabilize channels and outteta:erosion outlets to be prevented as suitable application of bmp's,Including but not(lotted 10 sod or other vegetation,plastic covering,mulching,or I I I I I Project name; with surface run-off and with stockpiling of removed materials. application of round base on areas to be paved. Larsen Downspouts to tie into tight line and run to sloping grade to be pP 9 P I I I existing residence I i I dispersed by rack out fall away from house with a 50'vegetative I I buffer.Per RMP T5.10,provide splash control at locations shown on I I 1 Residence site plan to provide no more than 700 sf of impervious area drainage 3.Protection Ot Adjacent I I I I 1 per block,end separate the blocks a minimum of 50 feet, Properties I 1 1 Addition & S.Control pollutants:potential pollutants shall not be stored on site. Adjacent propedles shall be protected Iron sediment deposition by appropriate use of vegetative buffer strips, I L_Aiiiii,, IRemodel All solvents,paints,gasoline,ails and other chemicals to be removed I I I from the stte OM end of each work day by the eonlractor.Concrete sediment bafflers or fkers,dikes,berms,or mulching,or I wash-water will return with truck and will not be dispersed on site, by a combination of these measures and other I -- J I Project: 1403 appropriate BMP's. I I � PM Issue Date: 4-15-14 10.Control de-watering:n7a.,as per#8 11.Maintain hm's:hm'e will be maintained,Inspection will be 4.Maintenance I 1 — P P p I I Revisions completed after run-off producing storm.Contractor ti manage and Ali erosion and sedimentation control methods shall be existing landtseping maintain all BMP's. maintained and regularly inspected by the permit I and mobile trios I No, Hate nesedpucn applicant in order to ensure continued performance 12.Manage the project management of project following the pies during the like ellhe construction.(Note:without proper 1 1 .__ detailed above will be done by contractor. maintenance,city I county building Inspectors may V suspend all authorized murk on your project until I I ----- Requirement#3.source control 01 pollution corrective measures ate completed.) — ? No new scums pelitlion. property Ilna Requirement#4:preservaYlon of natural drainage system. —— 5. UnusualEvents -- -------------- 8 Natural drainage t0 be unimpeded. Any adverse effects of Increased arson(unusual or large storm events)resulting from land distribution activities shall be controlled by appropriate measures as soon as requirement#5:On-stte stormwater management. possible,Additional erosion control measures may be { �� �� ���7,lS BMP's will be Inspected and followed as outlined in requirements 1-4, necessary where your project Is located adjacent to a L 1 r critical area, Site Plan Starmwater Management Tesc Notes Al -Site Plan �J t14'y-1'-0"- 114"=1'-0„ _ CD 118"-1,-0,. - 3 A1 .1 4l12R014 3,2IX58 pm