Loading...
HomeMy WebLinkAboutPermit File 4603 Blakely Drive 0893104-1 0001 08/19 j 2008 002 4 Permit Fees 008098 $572.70 GisT Y City of Anacortes Permit#: BLD-2008-0401 904 6th Street Issue date: 08/19/2008 ��' i P.O.Box 547 Expire date: 08/19/2009 y Anacortes, WA 98221-0547 W'' (360) 293-1901 r'h� ` wNN.r M" Job Address: 4603 BLAKELY DR Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1160 Project: APN: P111873 Remarks: Kichen remodel and 101 sq.foot addition. Owner: JASON HUFFMAN Contractor CLINE CONSTRUCTION &DESIGN Address: 4603 BLAKELY DR Address: PO BOX 1055 ANACORTES WA 98221-1160 ANACORTES WA 98221-1055 Phone: (360)293-6719 Phone: (360)588-8701 License#: General Information: Fees: Building Valuation 65000 State Building Code Fee 4.50 #of Dishwashers 1 Building Permit Fee 328.00 Plan Review Fee 213.20 Plumbing Permit Fee 27.00 Total Calculated: 572.70 Deposits/Receipts: 0.00 Total Due: 572.70 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE GRANTING OF A PERMIT DO c NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATI c ON.TRUCTION OR THE PERFORMANCE OF CONSTRUCTION IG URE OF OWNER OR AUTHORIZED AGENT ISSUE sY o Residential Building Permit Application ° • Building Department p liefi Nam$ P.O. Box 547 Anacortes, WA 98221 aoosR Phone No.: 360-293-1901 FAX: 360.293.1938 SITE ADDRESS: 4403 "3L4 c-e L.y DP-. l CONTRACTOR/( 0 Applicant PROJECTt DESCRIPTION ' Name CLIi> e o&!rY. QL?nocl,e1 Gieesto �xISTI% �,rek:.v Address Rai 13GX (OSS Ih' C+-unI%uS bµmrj d :tl . City/State/Zip ANA c o,21-ej Phone,‘V"VW, FAX 2R3'1 i5a State License# Cl-!Zs C. C 0 4GZ Cl Exp I2/ /of PARCEL NUMBER City of Anacortes License BGLS -UC4)J'� i i 1 '8,3 PROPERTY OWNER 0 Applicant LEGAL DESCRIPTION Name 1A-srwr1 5`r iha 5ket> NU4FJ1,RA) WOODt3RI DQ-CS es't*nS Lc>Y 24- Address 4603 -5t.4-l(e1-y city/state/Zip ANNcoitre5 PROJECT VALUATION Phone / -G%t q FAX Number of Dwelling Units E-Mail Address Number of Stories Building Area: 0 Architect Designer ❑Engineer 0 Applicant 1°`Floor s.f. 2i8 Floor s.f. Name 0 L I N.e 0 o.v Si'. 3.d Floor s.f. Basement s.f. Address Garage s.f. Carport s.f. 1 City/State/Zip Deck s.f. Lot Area s.f. Phone FAX (G t sei P- I'G-LC.ni E-mail Address i CONTACT ❑iApplicant LENDER .. LENDER INFORMATION MUST BE PROVIDED FOR PROJECTS OVER$5,000 Name IJ?e_ eL A.,e- IN VALUATION PER RCW. ' Address Name City/State/Zip Address Phone FAX City/State/Zip E-mail Address _.. _T Phone No. s _-.. __ . 1 CONTINUED ON THE BACK nil" , „ ., . . ( 0_9.00� olio lCe — /�� JUL 2 9 2003 I LsNbJ A. k . s1 1 -4, . ONO:133NION3 (pc.afetse 001 SEtt t t OfW ' N-0):6t Gam00.38" . , acvsc ..... . ,..... . .V . .V. • ... -i • --\ Ve% aortic . ; --- -flan.% 4,4011r sil . • • , a/ 4114 likall-aaV Iloarclair \ , . No,:p0t . . . • • ••,. > - •.. . \ . .•,--5 94C ' . , ''.e!" • , . ; • . ‘.•, ..;1..*1.\. ,.. • A • . i \. 44k, kr. • . . c?..4,,Abteicji ,atiritge • • V 4? a 4:-/ . , •,— citinif • Ir-ctonvistnAgArresetik 1 ..„0"4.Ths• , , ,-reh"friabittri*I. . ataiiire4ne's'I` Aft4" twos • 4- ---.- . . e • • 3001LICIOOM . -_. L:- .,,..,t, • . . . ,,,,..... . - In, !'• ' ' . t..,.. t. • 1,11Cief. . : . .1. 1 ; . . • . • • •• ., . . . . • • ' :••• . •;••!'•;) !1fc.7i•. .: `.1 . !link.'::; .;'::. .•.; •:.,i' : • 7:.;' ••• •: t•-.1;:• "•' •::;:. :+ii"•.'••••• • •-• ' • •'• •• '•: :1'sk./ • ie:c. , 4.,..:•.:•,;::•:.;*;... •:...• - _........................._ .. •—• •-- • ( gl ro 0 -/ 21'-9" / 18'-3" /- / 6'-3" / 10' --5'-6" / 5' 44, 12_104' /- 0 0 .N * PROJECT INFORMATIONo 1 EXISTING EXISTING 5'-6" Project Info. : This Project consists of a remodel of an existing 5-112 CLOSET EXISTING CLOSET kitchen. Z O MAST. BATH r - Q i � - �-T — , , ,., ._>: ., \ \n i is - ;,; ? Owner : Jason and Meghen Huffman ....1��. 4603 Blakely Dr. 0 Anacortes, WA. 98221 IIG . 360-293-6719 LJK n/ TIN EXISTING EXISTING LJ.. EXISTING Project Address : Same as above. O O 10'-2" MAST.BEDROOM BED OOM-1 KITCHEN O Q 3 Legal Discription : Woodbridge Estates, Lot 24, Acres 0.14 J LL Z AREA OF 1s'-114" __ RECONSTRUCTION Assessors Parcel # : P111873 2 \ .. ® r • Codes : 2006 International Residential Code (IRC) U International Mechanical Code (IMC) z W International Fuel Gas Code (IFGC) Uniform Plumbing Code (UPC) c"-, rTa \ International Fire Code (IFC) _ O Washington State Ventilation and Indoor air 0/ EXISTING Quality Code Vent x 1o'-104" BEDROOM-2 ? 1 2006 Washington State Energy Code W �- _ , EXISTING EXISTING 47' UTILITY BATH-2 EXISTING 36'-6" Construction Type : Type V, Non Rated with 1-hour fire DINNING separation between R-3 and U-1 13-04 Occupancy Type s R-3 Single FamilyDwellingCC5 ( U-1 ) Private Garage 5 Building Height : 18'-5 1/2" + inr+ Cn z , . Building Areas : Existing Living Area - 1284 Sq. Ft. 1�-r'1 0 Existing Garage Area - 403 Sq. Ft. �l•l i-ii a y. \ Front Porch Area - 97 Sq. Ft. 8 New Kitchen Area - 101 Sq. Ft. al EXISTING EXISTING 5 Lot Size - 6067 Sq. Ft. O 74 2 CAR GARAGE LIVING ROOM w Total Lot Coverage - 31% ,_., per+ Q . 4'-6" E " r ../ \ \ DRAWING INDEX - ed 5' 1 Existing Floor Plan �i 0 49. Project Information is] ; ,, Cl) O PS :�:... - 1- 1 I , ��iJ 2 Foundation Plan ; I� 1i'I T T Q G° Floor Framing Plan �� . ` - _, s DRAWN BY �2'-1i4 16'_3" �'_12 �Q� V l I. , `` :. k,i' ; Cline Const. & Qec`o 1 ", < 3 Wall framing PlanLi Design -/ 20,_6„ / 19,-6" A- O i ' p (, C-3 Roof Framing Plan P.O. Box 1055 �� O _ ��e S _ _- ' Anacortes, WA. 40' ,� �c � , � 1 .44Q'J5� 4 New Elevations 588-8701 ' r �.0��� Building Section A-A DATE {�` ,RN '/ ' r �\OQ-S 7 / 24 /08 EXISTING RESIDENCE -.P. c' ' �� 7 rA'y Q� \�' SCALE .Ke'• % / „SS-OQ� 1/4"= 1'-0„UNO 1/4" = 11-0" -5;''` �"jb v'2'' �`(�,OQG SHEET# "Cs' A'-' �O Or! t- 'ter K 1 • I � m 0 in c 0 '� in cc z Q zo- J C9 15'-3-4 / 15'-34" / o_ z 3 4' 12'-34 / 3 / 12-34 / © 0 / 3,_51" �/ 631 Z o O <( - 215„ j -:' ' r.k- f "::'_ :• .__�3--ice'::: ":::,,pg. O \ -- _ _- ---- _. 15., -� \ 3 1/ j� Z- f— 216 j 0 CRAWL SPACE © j 3' 4 / MIN. 18"TALL 1 • r { lias!I.L • < • HOLD DOWNS 5(18T1NFO1)J4DATEO$ z O Q O Simpson STHD8 Call 0 ...11 FOUNDATION PLAN NOTES c FLOOR FRAMING NOTES n 10 6" thick concrete wall with # 4 bar @ 18" O.C. vertical �' O 9 1/2" deep BCI 5000 1.7 or equal spaced at 16" on center �. and # 4 bar @ 18" O.C. horizontal unless noted otherwise.( U.N.O.) I with 3/4" T&G plywood subfloor material. Zena E Provide 1/2" x 10" anchor bolts cQ 48" O.C., , 1 and no more than 12" from ends of plates U.N.O. j Provide fillers, web stiffeners, blocking panels and backer blocks 4-�I — recommended by the manufacturer. '-H O 12" wide by 6" thick concrete footing with • , t.. -- \ \ r+ Cl') (2) #4 bar cont. horizontal 09 1/2" x 1 1/4" Versa-strand or equal rim joist. Typical at Rim -- - Pour over undisturbed earth. . 0 2' Jr 3 Foundation wall below 03 Screened foundation vents. Provide 1 sq. ft. of net free area / 2' / ® Provide solid bearing to foundation below. u for each 150sq. ft. of under floor area. (84 / 150 = 0.56 Sq. Ft.) 50 Provide 2 x 10 ledger board. Bolt to ® Provide a min. 18" tall x 30" wide crawl space access. existing floor rim board w/ 518 x 5" galy. w s-1 lag bolts, at 16" O.C. staggered. ® Provide a min. 18" x 18" x 10" deep © Simspson Top Flange Hangers at joist intersection. O concrete pad w/ (2) # 4 bar each way. I--� E it r›. FOUNDATION PLAN FLOOR FRAMING PLAN a) u 1/4„ = 11 0„ C M 1/4"- 1'-0" �-.I F++ m 2 ct Q •rl DRAWN BY Cline Const. & Design P.O. Box 1055 Anacortes, WA. 588-8701 DATE 7 / 24 /08 SCALE 1/4"= 1'-d'UNO SHEET# 2 I iB 0 SHEARWALL SCHEDULE SHEARWALL NOTES: c o_ Mark# Sheathing Nailing Notes en 1. Mark numbers 1 and 2 are per 2003 International Residential Code(IRC). Builder shall N O2003 IRC-Wall type 3 per section 1,2,3,7 verify all detailing and nailing requirements set forth in the IRC are met cc R602.10.3 2. Stepped foundations shall meet the requirements in IRC Figure R602.11.3 2003 IRC-Wall type 4 3.Anchor bolts shall be 1/2"x 7'embediment,and a 7'x7'x 3/16"square washer @ 6'o.c. O yp per section 1,2,3,7 4.Anchor bolts shall be 1/2"x 7"embediment,and a 2"x2"x 3/16' R602.10.3 square washer @ 4'o.c. 5.Anchor bolts shall be 12"x T embediment,and a 2"x2'x 3/16'square washer,_ 7 o.c O 7/16"Structural Grade II OSB 8d Common or 10d Box @ 6" 4,7, 10,12 6.Anchor bolts shall be 1/2"x 7"embediment, and a 7k7x 3/16"square washer @ 1'o.c. or Structural Grade II CDX plywood o,c panel edges, 12"o.c.field 7 One anchor bolt shall be provided within 12"of the end of each sill plate. Z B Provide nominal 3x sill plate. O 7/16'Structural Grade II OSB 8d Common or 10d Box @ 4" 5,7, 10,12 9. Provide nominal 3x or 4x framing at abutting panel edges receiving edge nailing. or Structural Grade II CDX plywood o,c. panel edges, 12'o.c.field 10.Studs shall be placed not more than 16"O.C. 11.10d Box nails may be used in lieu of 8d Common.All nails shall have full size head. O 7/16"Structural Grade II OSB 8d Common or 10d Box r_ 3" 6,7, 9, 10,12 12.See"Shear Transfer"details for shearwall connections for wall types 3 through 7 or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field See the 2003 IRC for all other nailing requirements. 13 STUDS MUST BE DOUGLAS FIR! © 7116"Structural Grade II OSB 8d Common or 10d Box @ 2" 6,7,8,9, ^ or Structural Grade II CDX plywood o,c.panel edges, 12"o.c.field 10, 12, 13 HOLD DOWNS V 15/32'Structural Grade 11 0SB 10d Common or 16d Box @ 3" 6,7,9, Z z O or Structural Grade II CDX plywood o,c.panel edges, 12'o.c.field 10, 12, 13 O Simpson STHD8 I-� ® 15/32"Structural Grade II OSB 10d Common or 16d Box @ 2" 6, 7,8,9, C �j or Structural Grade II CDX plywood o,c.panel edges, 12'o.c.field 10, 12, 13 G G. 1) Stronger hold downs can be used in leiw of these. C ABP See"Alternate Braced Panel"details 2) See Simpson Wood Construction Connectors book for proper installation. 3) 3x sill requires "SSTBL" hold downs where "SSTB"are labled above. 4) IF PONY WALL IS BELOW STHD, USE EQUAL OR GREATER PHD 1 WITH ALLTHREAD AND COUPLER. LL .1 IL./ 15'-34' / QI O © © O 0 / 3 / 12 34 / O rl la 6x14GLB O - __ .. _ - - - _ - - j, , C3-0 41 '-0- 0 EXISTING } CLOSET NEW KITCHEN J \ 4 2'-6" 40 8' CL. (� • t \" I HRD WOOD 0 _ r 1 0.5 i A r I I z O 0 3, 3„ ..t �4 x i�t x XAt : ,, T ��� n 'PROVIDE A MIN.. .Z LL I M 16'-34" Co 1110.11 --- 1t (q i- 100CFMHOOC..--- - - .; O Co 31_3„ ROOF FRAMING NOTES EXISTING I. vEnNiTToZai �'' BEDROOM-1 DBL OUTSIDE \ 8 1 OVENS 1Q 6 :12- 2 x 6 DF Rafters at 24"O.C. 0 /\ ;-1 Provide 7/16" thick OSB sheathing. 0 �' Connect to wall framing with Simpson H-1 framing anchor's. • „ 4" 4-I � WALL FRAMING NOTES REF N ; 4'-3q' ,_._I U2 22" x 30" min. attic access I I o I a ` Provide an opening into the existing roof area. I © - --- 0 2x6 Ext. wall framing spaced at 16" on center I ' O Q Q3 2 x 6 bearing wall, studs spaced at 16" on center. Provide (1) btm. plate and (2) top plate, plate 0Vill E � it Provide 7/16" OSB sheathing at perimeter bearing walls. splices no less than 4'. � ` � ® 5/4" x 8" facia board. (typical) ; Provide 7/16" thick OSB sheathing on perimeter / 2' 5 All load bearingheaders to be bearing walls. a� T�.�� °A°u>a. . .:_;; Q Provide R- 21 insulation. Typical U. N. O. 4 x 10 DF, unless noted otherwise. r-+ CD PIC) © Provide (1) Simpson HB5.50/11.88 hanger 0 4x10 DF #2 headers. Typical unless noted otherwise. _- ?-1 at intersecting beams. install per Simpson specs. See ROOF FRAMING PLAN for header size. V Cr) EXISTING (5) © Existing engineered roof trusses. 0 All windows and doors with glass to be DINNING "i•••1 t Low-E glazing per 2006 WSEC. 1 DRAWN BY ® Provide solid bearing to foundation below. Cline Const. & Design P.O. Box 1055 ROOF FRAMING PLAN Anacortes, WA. 588-8701 WALL FRAMING PLAN DATE 7 / 24 /08 SCALE 1/4" = 1'-0" 1/4"= 1'-0"UNO ADDED SQ. FT. = 101' SHEET* 3 J ` r a a) C o C EC \ — — — — — iiii\A4430"17:1711117 11 Q OVER-ALL STRUCTURE HT. 12 -�;� 6 Th • j L MATCH EXISTING ROOFING , - _ 3 - ` ; !� • 5 s PROVIDE 15"FELT - ' ' -, I v J`! O • i \ OVER-ALL P.!: ADDITION - _ -T. , _ --. - 1 • u/ - fi , vh 'II � o:: TIT , 18' 51, = _ i f L T' • 1- , — - J t , PLATE HT. Q 7 HEADER HT. 12' 616 --I 6'-14 _., 1 - 6'-11q, ! EXISTING HOUSE BUILDING SECTION A-A �"`';ADOMON AREA , �,_' - 1/4"= 1 0 \ \ \--TOP OF F.F. y = 1 � \--TOP 104"— TOP OF FOUND. BUILDING SECTION NOTES FUTURE DECK \�\ SOUTH ELEVATION 10 See Foundation, Floor Framing, Wall Framing, Roof Framing and Elevation Plans for additional requirements. Ira"= 1'-0" O Footings to be a min. of 18" below grade. Wood sill plate's to be a min. 6" above grade. 0 Backfill to provide natural drainage away from structure. ® 4" perfer. footing drain continuous @ perimeter. Provide a 4" tight line roof drain. System to drain to an approved location. 0 _i a L. 62thw de by 6"ick , thick concre reinforced te spread footinge wall over. a O r 1 i ' Footings to be poured over undisturbed earth. ® 2 x 4 PT sill, bolted to foundation wall @ 48 O.C. cu - and no more than 12" from the ends of each sill. rti rfl- j F-.1 y 7 2 x 6 exterior stud wall framing spaced at 16" on center. - -� 1f- _ �- L ^li - : , ' - r - - I ly ' 1 ..t - - �7 ' .a. _� 1lJ r •_, i ' T L Provide 2 to plates with splices a min of 48" apart. ,%� 1 Provide 7/16" OSB sheathing at perimeter walls. a) _� Provide R 21 Insulation at perimeter walls. e ,- - 12 ® 9 1/2" deep BC; 5000 or approved equal spaced at 16" on center pz _ 1 i _ S I - 7LT A II' ±2L I„ .l - .L _ T + .�,] .ti.t_, _ . ,- .: ._ -- with 3/4" thick T&Good subflOOr.rtIi..� x SHINGLES OR EQUAL ABLE HARDIE V �� g 4 x 10 DF#2 headers at bearing walls unless noted otherwise ,}� C/) Q - - _- See FLOOR FRAMING PLAN and ROOF FRAMING PLAN for header size. OW-E WINDOWS - - - - - - - -- - - - ---- --- --- --- - - _ -- --_.. .. _ _ - --- to 6 :12 - 2 x 6 DF Rafters at 24" O.C• DRAWN BY - Coast. & .. ._ _ _. ._ _ . .__ __ . _ _ _ MATCH EXISTING SIDING Connect to wall framingwith Simpson li 1 framing Provide 7/16" thick O B sheathing. Cline a mpsanchors. Design P.O. Box 1055 - - 0 8 blowninsulation. MaintainventilationA A andprovide P e sheet retarder at interior side . _ EXISTING HOUSE - - '-- --- DDITtON AREA VA paint or polyethylene vapor r 588 8701s 11 R se fill space - -�.``A ( 10 R-30 Batt insulation between floor joist. DATE 4 /08 iof 1 min 12" foundation wall. _ • , , ` 2 13 Provide 6 mil black poly ground Dover, SCALE ' at1/4" 1' 0"UNO lap splices a min. 2 , WEST ELEVATION FUTURE DECK SHEET# 1/4" = 1'-0" 4 S Y o CITY OF ANACORT._' WASHINGTON co ?yeBUILDING DEPARTMENT CERTIFICATE OF OCCUPANCY This is to certify that the(Description of Building or Structure): Single Family Residence Located At: 4603 Blakely Drive STREET&NUMBER Owner: Homestead NW, Inc. Constructed By: Owner OWNER OR CONTRACTOR Bldg.Permit# COM97-0164 Date Of Issue: 8-15-97 Occ.Group: R'3 Use Zone: R2 Has Been Inspected And Occupancy Is Hereby Authorized, 14th November 97 This Day Ofr�^+� 19 AUTHORIZING OFFICIAL SEE REVERSE SIDE FOR SPECIAL REQUIREMENTS. G i. Ill (--)COMBINATION PERM T CITY OF ANACORTES PERMIT NO. : C0M97-0164 P.O. BOX 547 APPLIED: 08/14/97 ANACORTES, WA 98221 ISSUED: 08/15/97 (206) 293-1901 EXPIRES: 08/15/98 SITE ADDRESS: 4603 BLAKELY DR ASSESSOR'S PARCEL NO. : 4603 PROJECT DESCRIPTION: New Single Family Residence — OWNER — CONTRACTOR — LENDER HOMESTEAD NW, INC. P.O. BOX 409 LYNDEN WA 98264 360-354-3366 — FEES TYPE OF WORK •NEW AREA (sf) VALU...S: 83500 Code Amount---- By- Date---- Receipt TYPE OF USE •SF LOT • 6179 REQUIRED SETBACKS---- ESPL $ -100.00 MD 08/15/97 7333 CENSUS CATEGORY •101 1ST FLR • 1286 FRONT • 24 ft PLCK $ 250.25 MD 08/15/97 7333 ZONING 2ND FLR 0 SIDE(1)..: 8 ft PRMT $ 385.00 MD 08/15/97 7333 :R2 BASEMENT • 0 SIDE(2)..: 5 ft PMEC $ 66.50 MD 08/15/97 7333 OCCUPANCY GROUP GAR/CARPORT...: 380 REAR • 24 ft PPLM $ 104.00 MD 08/15/97 7333 :R3 :? •? •? OTHER 0 REQUIRED PARKING-- STBC $ 4.50 MD 08/15/97 7333 — TYPE OF CONSTRUCTION TOTAL • 0 SEWR $ 3333.00 MD 08/15/97 7333 :5N •? •? :? : NUMBER OF UNITS • 1 ACCESSIBLE.: 0 IMPT S 400.00 MD 08/15/97 7333 1 OCCUPANT LOAD STORIES • 1 COMPACT • 0 STRM $ 1126.00 MD 08/15/97 7333 0: 0: 0: 0: BUILDING HEIGHT.: 0 ft IMPRV SURF.: 0 sf INSP $ 50.00 MD 08/15/97 7333 FUEL TYPES BOILERS/COMPRESSORS- DOMES. INCIN •0 :/GAS/ / /: 0-3 HP • 0 COMML. INCIN •0 ! FURN < 100K BTU: 1 3-15 HP • 0 RELOC/REPAIR...: 0 TOTAL S 5619.25 FURN >=100K BTU: 0 15-30 HP • 0 CLOTHES DRYERS.: 1 FURN - FLOOR...: 0 30-50 HP • 0 GAS WTR HEATERS: 1 — NOTES ', UNIT HEATERS...: 0 50+ HP • 0 STOVE, APPLI...: 1 VENT FANS • 3 AIR HANDLING UNITS-- FIRE LOG/LITE..: 0 VENT SYSTEMS...: 0 <= 10000 cfm.: 0 WOODSTOVES • 0 VENT W/O APPLI.: 0 > 10000 cfm.: 0 OTHER UNITS • 0 EVAP COOLERS...: 0 GAS OUTLETS • 1 HOODS • 1 WATER CLOSETS...: 2 WASHING MACHINES: 1 FLOOR DRAINS - 0 Ili BATH TUBS • 2 ELEC WTR HEATERS: 0 WTR PIPING/TREAT: 1 SHOWERS • 0 LAUNDRY TRAYS : 0 HOSE BIBBS • 2 DISHWASHERS • 1 URINALS • 0 GREASE TRAPS • 0 LAVATORIES • 2 WASTE INTERCEPT.: 0 ADD'L FIXTURES..: 0 KIT SINKS W/DISP: 1 DRINKING FOUNT : 0 I hereby acknowledge a 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. Issued by Applicant Ownsras Signature 24 Hour Notice Required For All Inspections com_prmt, Rev: 11/04/93 * , WOODRIDGE SCALE 1•020' L.O;T�.44- el ( �� MS Q� A 358.00' e - � t� �` / . •; • r� 111 �v vP 1 /1141414fr'- "NN 15'-0"• \ iz5356.mo' ( Sw �. / s58.mm' w� 356.0m' 354.00' \ \ c90 J VC , 354.00' 352.00' \� RECEIVED e 3 1997 r ' V 352 mm' I AUG1 - •k ENGWEERtNG .I -h, c_ < • 1 �t I k D. L. Sorenson Construction, Inc. P.O. Box 388 • Everson, WA 98247 • (206) 966-2628 Employee Name # Loads hauled Date 9— Pi -17 What material . Mr eat JOB ADDRESS AND DETAILS HOURS HOURS 4Coo3 i--13[4(&.fy a ay L� 1 • A it - i t lion c on 7 e �fc./ i I V �! 1 TOTAL HOURS FOR DAY •L(L, D lie ail lac'► 0--<-2 CITY OF ANACORTES ENGINEERING DEPARTMENT (360)293-1911 DATE: 11-03-97 TO: FILE FROM: STEVE LANGE SR. ENG.TECH RE:4603 BLAKELY PLACE DRAINAGE - 77.454‘ti_71 . 1. t 1 .11l- r „:„ - ____,-..-_-_,,,a,....„- - , „. ,...... . _ _..,,,...,,z, ........ _ ::..... ... ..-::-----,:,_,__.--, ......,--,1,-....., , . t-,,:i* . .. ..v .. --..._ - .''''..1K.. 4,_\ -K.- -... t. .` V • I t�'•• +• •• . •'•'\ ! ` :rill • ll• am yh 3..rY'� i : w..' d • J '••• A. • i r 1 i :lj , . • *a • li li ,. g . . i a .- a :1,f i 111k f " 1 i. Mr0 la .. `4. ‘I# if ri.,,,,T „i„.. 4 . . Tie a� �i ‘4 .14c04 4, ttiiis ..., . ,,., , . z ix in . �� {�Y 51�,4-4'�'_ �•+•� •1 .4 , r� •.4 1 f k—,,1l„ r r' O -.c e d `' .I. 1V '4:i 'tic.1 Y ecdr, ';.' Ij.i.* 4. .. W ' .""' dil." : 444..1'. jr, *lie'4 ./• •P;* E'" y J