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Permit File 818 4th Street
•r 4C;er Y 4 Cityof Anacortes Permit#: BLD-2011-0383 904 6th Street Issue date: 10/26/2011 P.O.Box 547 Uo ` Anacortes, WA 98221-0547 Expire date: 04/23/2013 _ft' `A (360) 293-1901 Job Address: 820 4TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-1507 Project: APN: Remarks: Install new siding, roofing and structrual repairs. Building is not approved for hazardous or flammable materials storage. Owner: PORT OF ANACORTES Contractor: Address: PO BOX 297 Address: ANACORTES WA 98221-0297 Phone: (360)299-1827 Phone: License#: General Information: Fees: Building Valuation 35000 State Building Code Fee 4.50 Plan Review Fee 258.05 Building Permit Fee 397.00 Total Calculated: 659.55 Deposits/Receipts: 659.55 Total Due: 0.00 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 • kingworks JOB TITLE Dakota Creek Paint Storage CONSULTING ENGINEERS 2000 Franklin St*101 JOB NO. 11093 SHEET NO. a Bellingham, WA 98225 CALCULATED BY kqh DATE 10/6/11 360-714-8260 CHECKED BY DATE CS09 Ver 10.06.12 www.struware.com STRUCTURAL CALCULATIONS FOR Dakota Creek Paint Storage Building 820 4th street °� q, Hqt Dakota Creek Paint Storage �� �WAS/i Anacortes Wa 4' )41 r CODE International Building Code 2009 ,, LOADS Floor DL=100 PSF, LL=125 PSF ' Roof DL=9.55 PSF,Snow=45 PSF(uniform)/Is= 1 A � Wind 85mph/Exp D/lw=1 467-0 R Seismic Ss=108.8%g/S1=37.6%g/R=6.5/SDC=D/le= 1 SOILS Basis: Geotech report dated X) 7/11/2011 I Allowable Bearing Stress: 2500 PSF WOO Soil Equivalent Fluid Pressure: 35 PCF(Active) 60 PCF(Passive) DESCRIPTION Dakota Creek Paint Storage Building is an existing building.The framing is light framed construction with a metal siding as an envalope.The foundation is a 6"slab on grade with 8" concrete stemwalls around the perimater.The proposed structre will be reonvated for a paint storage facility. • Index Page Item 1 Calc Cover Sheet 2-6 Load Summary 7-8 Lateral load design 9-10 wall tuds and existing truss 9 n 9 1 M`m d E i° kingworks JOB TITLE Dakota Creek Paint Storage ----- - -- ----- --- ------------CONSULTING ENGINEERS 2000 Franklin St*101 JOB NO. 11093 SHEET NO. 2 Bellingham, WA 98225 CALCULATED BY kqh DATE 10/6/11 360-714-8260 CHECKED BY DATE www.struware.com Code Search Code: International Building Code 2009 Occupancy: Occupancy Group= S Storage Occupancy Category & Importance Factors: Occupancy Category= II Wind factor= 1.00 Snow factor= 1.00 Seismic factor= 1.00 Type of Construction: Fire Rating: Roof= 0.0 hr Floor= 0.0 hr Building Geometry: Roof angle (0) 4.00/12 18.4 deg Building length(L) 81.0 ft Least width (B) 26.0 ft Mean Roof Ht (h) 12.0 ft Parapet ht above grd 0.0 ft Minimum parapet ht 0.0 ft Live Loads: Roof 0 to 200 sf: 20 psf 200 to 600 sf: 24-0.02Area.but not less than 12 psf over 600 sf: 12 psf Floor Typical Floor 125 psf N/A N/A Mechanical Stairs&Exitways N/A Balcony/Deck N/A Partitions N/A . k i n gwo rks JOB TITLE Dakota Creek Paint Storage CONSULTING ENGINEERS _ _____ 2000 Franklin St"101 JOB NO. 11093 SHEET NO. 3 Bellingham, WA 98225 CALCULATED BY kqh DATE 10/6/11 360-714-8260 CHECKED BY DATE Wind Loads : Importance Factor 1.00 Basic Wind speed 85 mph ' # Directionality (Kd) 0.85 I Exposure Category D Enclosure Classif. Enclosed Building Internal pressure +/-0.18 Kh case 1 1.030 Kh case 2 1.030 I (-: Type of roof Monoslope Vr1Z E-;.r Speed-up 1 Topographic Factor (Kzt) Vur ' _- �� x(upawindl 7 :4ia itTAlinaj Topography Flat • Hill Height (H) 0.0 ft H< l5ft;exp D Hl2 H Half Hill Length(Lh) 0.0 ft .•. Kzt=1.0 4 Lb 1-1}2 Actual H/Lh = 0.00 . , f Use H/Lh = 0.00 Modified Lh = 0.0 ft ESCARPMENT From top of crest:x= 0.0 ft Bldg up/down wind? downwind V(Z) :F. _ ' S peed-uH/Lh= 0.00 K1= 0.000 `) ! n-:.:,x(upv�Jind) xfdoA+rwvind) x/Lh= 0.00 Kz= 0.000 ,�_ .., _z/Lh= 0.00 K3= 1.000 '`° H�2_At Mean Roof Ht: ''N, H•/2' HKzt=(l+K1K,K3)^2= 1.00 :_ ,,,"7., 2D RIDGE or 3D AXISYMMETRICAL HILL Gust Effect Factor Flexible structure if natural frequency< 1 Hz(T> 1 second). h= 12.0 ft However,if building h/B<4 then probably rigid structure(rule of thumb). - B= 26.0 ft h/B= 0.46 Therefore,probably rigid structure /z(0.6h)= 7.2 ft G= 0.85 Using rigid structure default Rigid Structure Flexible or Dynamically Sensitive Structure ■ /a= 0.13 Natural Frequency (n1)= 0.0 Hz 1= 650 ft Damping ratio(3)= 0 Znin= 7 ft /b= 0.80 c= 0.13 /a= 0.11 gQ,g = 3.4 Vz= 84.2 LZ= 537.4 ft N1 = 0.00 Q= 0.95 R„= 0.000 Iz= 0.16 RI,= 28.282 11= 0.000 h= 12.0 ft G= 0.90 use G=0.85 RB= 28.282 11 = 0.000 RI,= 28.282 11= 0.000 gR = 0.000 R = 0.000 G = 0.000 - - ------------------ ki n gwo rks JOB TITLE Dakota Creek Paint Storage CONSULTING ENGINEERS 2000 Franklin St*101 JOB NO. 11093 SHEET NO. Bellingham,WA 98225 CALCULATED BY kqh DATE 10/6/11 360-714-8260 CHECKED BY DATE Enclosure Classification Test for Enclosed Building: A building that does not qualify as open or partially enclosed. Test for Open Building: All walls are at least 80%open. Ao >_ 0.8Ag Test for Partially Enclosed Building: Input Test Ao 0.0 sf Ao >_ l.lAoi YES Ag 0.0 sf Ao>4'/0.0lAg NO Aoi 0.0 sf Aoi/Agi <_ 0.20 NO Building is NOT Partially Enclosed. Agi 0.0 sf Conditions to qualify as Partially Enclosed Building. Must satisfy all of the following: Ao>= 1.1Aoi Ao> smaller of 4'or 0.01 Ag Aoi/Agi<= 0.20 Where: Ao=the total area of openings in a wall that receives positive external pressure. Ag=the gross area of that wall in which Ao is identified. Aoi=the sum of the areas of openings in the building envelope(walls and roof)not including Ao. Agi=the sum of the gross surface areas of the building envelope(walls and roof)not including Ag. Reduction Factor for large volume partially enclosed buildings (Ri) : If the partially enclosed building contains a single room that is unpartitioned,the internal pressure coefficient may be multiplied by the reduction factor Ri. Total area of all wall&roof openings (Aog): 0 sf Unpartitioned internal volume (Vi) : 0 cf Ri= 1.00 Altitude adjustment to constant 0.00256 : Altitude= 0 feet Average Air Density= 0.0765 lbm/ft' Constant= 0.00256 kingworks JOB TITLE Dakota Creek Paint Storage CONSULTING ENGINEERS 2000 Franklin St*101 JOB NO. 11093 SHEET NO. Bellingham,WA 98225 CALCULATED BY kqh DATE 10/6/11 360-714-8260 CHECKED BY DATE Wind Loads - MWFRS h___ 60' (Low-rise Buildings) Enclosed/partially enclosed only 6 •.s f . ,'`+ ,r-zOtTE :Ls_crof Torsional loads are - = 1 ti=B,;r 2 It =,' 5r= ;A � 25%of zones 1 -4. hn =:E s".• r'_ %_ .'� `'.ti : '6 See code for loading 'ri :?F: .• ? -X.- '---, diagram .k..., %,*.7?::: : ;_ r+ lE k - ti i `. ="~`=._._1E ; .. WINO MEC:xrCCN .F.a.'Et7Dli:lt7..f.F PAY T:.FI Su "- Transverse Direction Longitudinal Direction Kz=Kh(case 1)= 1.03 Edge Strip (a) 3.0 ft Base pressure(qh)= 16.2 psf End Zone (2a) 6.0 ft GCpi= +/-0.18 Zone 2 length = 13.0 ft Transverse Direction Longitudinal Direction Perpendicular 6= 18.4 deg Parallel 8=0.0 deg Surface GCpf w/-GCpi w/+GCpi GCpf w/-GCpi w/+GCpi 1 0.52 0.70 0.34 0.40 0.58 0.22 2 -0.69 -0.51 -0.87 -0.69 -0.51 -0.87 3 -0.47 -0.29 -0.65 -0.37 -0.19 -0.55 4 -0.42 -0.24 -0.60 -0.29 -0.11 -0.47 5 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 6 -0.45 -0.27 -0.63 -0.45 -0.27 -0.63 1 E 0.78 0.96 0.60 0.61 0.79 0.43 2E -1.07 -0.89 -1.25 -1.07 -0.89 -1.25 3E -0.67 -0.49 -0.85 -0.53 -0.35 -0.71 4E -0.62 -0.44 -0.80 -0.43 -0.25 -0.61 Wind Surface pressures(psf) 1 11.3 5.4 9.4 3.6 2 -8.3 -14.1 -8.3 -14.1 3 -4.7 -10.5 -3.1 -8.9 4 -3.8 -9.6 -1.8 -7.6 5 -4.4 -10.2 -4.4 -10.2 6 -4.4 -10.2 -4.4 -10.2 1 E 15.6 9.7 12.8 7.0 2E -14.4 -20.2 -14.4 -20.2 3E -8.0 -13.8 -5.7 -11.5 4E -7.1 -12.9 -4.0 -9.9 WINDWARDWF- EHANo q WINDWARD ROOF Y Windward roof overhangs: 11.0 psf (upward)add to windward it r } I 1 7LEEWARD F roof pressure 1 ° Parapet a-Fnc."L Windward parapet: 0.0 psf (GCpn=+1.5) ,_ ,J _J Leeward parapet: 0.0 psf (GCpn=-1.0) s' -`• ;r I I Horizontal MWFRS Simple Diaphragm Pressures(psf) Transverse direction(normal to L) T z I•,f•T WIT1T,WARD ROOF P_SE ELE 7 c+Tr_1, Interior Zone: Wall 15.1 psf I 1 I I 1 ' + q p 1 ;EEW. D',FPOJr Roof 3.6 psf s i i 1 I =.1- ;; t I t VEFT1.:;AL End Zone: Wall 22.6 psf ___ mj 1 Roof -6.4 psf - -----i2 or=.D1TE. Longitudinal direction(parallel to L) i____ ,r:: 1 Interior Zone: Wall 11.2 psf 'F End Zone: Wall 16.8 psf LOON_4IT11DM L ELE',TATI:�1S kingworks JOB TITLE Dakota Creek Paint Storage ---------------------------- --------------------------------- CONSULTING ENGINEERS 2000 Franklin St*101 JOB NO. 11093 SHEET NO. Bellingham,WA 98225 CALCULATED BY kqh DATE 10/6/11 360-714-8260 CHECKED BY DATE Seismic Loads: Occupancy Category: II Importance Factor(I): 1.00 Site Class: D Ss(0.2 sec)= 108.80%g S1(1.0 sec)= 37.60%g Fa= 1.065 Sms= 1.159 Sos= 0.772 Design Category= D Fv= 1.648 Sml= 0.620 Sp,= 0.413 Design Category= D Seismic Design Category= D Number of Stories: 1 Structure Type: Light Frame Horizontal Struct Irregularities: No plan Irregularity Vertical Structural Irregularities: No vertical Irregularity Flexible Diaphragms: Yes Building System: Bearing Wall Systems Seismic resisting system: Light frame walls with shear panels-wood structural panels/sheet steel panels System Building Height Limit: 65 ft Actual Building Height(hn)= 12.0 ft See ASCE7 Section 12.2.5 for exceptions and other system limitations DESIGN COEFFICIENTS AND FACTORS Response Modification Factor(R)= 6.5 System Over-Strength Factor(0o)= 2.5 Deflection Amplification Factor(Cd)= 4 Sps= 0.772 Su,= 0.413 p=redundancy coefficient Seismic Load Effect(E)= p QE+/-0.2Sps D = P QE +/- 0.154D QE=horizontal seismic force Special Seismic Load Effect(E)= Oo QE+/-0.2Sps D =2.5 QE +/- 0.154D D=dead load PERMITTED ANALYTICAL PROCEDURES Index Force Analysis(Seismic Category A only) Method Not Permitted Simplified Analysis Use Equivalent Lateral Force Analysis Equivalent Lateral-Force Analysis - Permitted Building period coef. (CT)= 0.020 Cu= 1.40 Approx fundamental period(Ta)= CTh:= 0.129 sec x=0.75 Tmax=CuTa= 0.181 User calculated fundamental period(T)= 0 sec Use T= 0.129 Long Period Transition Period(TL)= ASCE7 map= 16 Seismic response coef.(Cs)= Sdsl/R= 0.119 need not exceed Cs= sdt t/RT= 0.493 but not less than Cs= 0.044Sds= 0.034 USE Cs= 0.119 Design Base Shear V= 0.119W Model&Seismic Response Analysis -Permitted(see code for procedure) ALLOWABLE STORY DRIFT Structure Type: Non-masonry,4 story or less designed to accommodate the story drift Allowable story drift= 0.025hsx where hsx is the story height below level x kingworks PROJECT .Oil/ 07 ° 7 DESCRIPTION Ge}PL'ecrC- 1)62519 CONSULTING ENGINEERS 360-714-8260 www,king-works.com ENGINEER PROJECT NO. DATE PAGE WtuUi1 � : . a cva6 f le " . M 1 m tv,c,D. i.CJQc /w'P f On Sloe9r'ei F .f Off`":s .f 1 a u i it '+. ,` 8.. At,/,,, C.- e"Ez a%; tae 0 veer;5 (,v/i+e"taq 19 ere , ;#-4 '' . ( : . . . : 22 p .1 .. 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DA-l"q/ a 4, '?./.-1 C.q",/,.1 m. r �!rey. ''. . DESCRIPTION . .b.:i;<`d a'n e,> . . -.74'.'5. " a -5. .. . . . . . . . . . . . CONSULTING ENGINEERS 360-714-8260 www.king-works.com ENGINEER PROJECT NO. DATE PAGE . . ... . . . .___, .i,,.,_____. . . . . . . . , . . i :pi eze. hl----' . -e'2, -`' . . §`-1 .' , .7fZ- -T7 . . . . . . . .. . . . . .hey ceG °, :P . 5??tofs= 7..2- lz -- / `32.- . .. . . . . .. . . . . . . . . . . . : /Q 7 1- ,/ Po A'• fAe r..®- ( ).-:fr/e-.i . . . . . . i . . . . • . : . . . ./'�el.,r°J 'rf`' E, . . ?^,,t-��' . . 1 . . . . .. . . . . . : . . . . . (foa-r. .6N5tx/?' = ??- t.'c '.''' Z5x/3'.7 3ZS . . Ng30fr�. . . . . . e cfEe( 4>c. ;,«.: (,Q .n) ; -.�:A�- ' _ ``,„( le..{`'c c': . . ." . . . !,(' G(JG�Ef`h .5_',..e? r , (ig< S OR (3 5:1 . . c(.c . . „ kingworks PROJECT pgi fir 5,7pe?,* DESCRIPTION CONSULTING ENGINEERS 360-714-8260 www.king-works.com ENGINEER PROJECT NO. DATE PAGE K-01-1 tio/ /el/ (-) . . • . . . . . . . . . . . . . . . . . . „ . . . . . . . . . Z5 : . . . . . . . . . . . • • . . . . . . . . . . . . . . . . . . . . • • . . • . . . . . . . . . • • • • • 1,1 fr ips • • 3 s s : . . . . . • i-.••4• • • • • /- • . . . . • • • f C Yjc ;t:244" .es se-/ee Ae.— • • • I• • • • . . . . . . . . . . . . . . . ! • . . . . . . . . . . . • • • • • . . . . . • • •. . . . . . . . . . . . • —,5:1),`40 • • • •. . . . . . . . . . . . . . 2 e trke•ir.f,-/ • • • . • • . . . . . . . . „ . . . . . . . . . . . . . . : . . . . „ . . . . . . . . . . . . . . . . • . . . . . . , . . . . . . . . . . . . . . . . . . . . . . . : „ . . . . . . . . . . . . . . . . . . . . . . . . . . . . • . •. . •. . . . • . . . . . . . . . . . . • . • • • • • . , . • . „ . . . . . . . . • . „ . „ . . . . . . . . . • . . „ . . . . . • . . . . . . „ „ . • • • • „ . . , . . . . . . . . . „ . . . . . . • • $Dv_ G.O9 cQ V w-0 •N' iNGINEERS wka, - J 1�ySHEAR WALL SCHEDULE(7/16"OR 15/32"w/HF OR SPF Studs and 8d Galv.Box oron) _•"L ' ••m& °' - BWALL SHEATHING BLOCKING AND STUD RIM JOIST OR UPPER WALL 2x PLATE WALL MUD SILL PLATE AND , amWA 98225 CONTROL JOINT , APA-RATED NAIL SIZE&SPACING @ ALL SIZE @ ADJOINING BLOCKING CONN.TO ATTACHMENT NAILING TO WOOD ATTACHMENT TO CONCRETE SHEAR CAPACITYE. r 4-82•I ' ng works.com T/4(1 1/4"MIN)DEPTH SAW CUT OR WALL TYPE (1,2,12,13) PANEL EDGES(4,5) 'PANEL EDGES(3.6,14) TOP PLATE BELOW(7,8) STRUCTURE BELOW(15,16) STRUCTURE BELOW LBS/FT FORMED SLOT. CUT AFTER W6 15/32 OR 7116 0.148 OR.128 GALV @ 6"0 C. 2x CLIP @ 24"O.C. (1)0.162x3.5 @ 8"O.C. 5B"A.B.@ 4'-0"O.C. 240 CONCRETE HAS SUFFICIENTLY (1 1/2'PENETRATION IN STUD) - HARDENED TO PREVENT SPALLING W4 15/32 OR 7/16 0.148 OR.128 GALV @ 6"O.C. 2x CLIP @ 20"O.C. (1)0.162x3.5 @ 6"O.C. 5/8"A.B.@ 41-0"O.C. 340 OR TEARING BUT NO MORE THAN 12 (1 1/2•PENETRATION IN STUD) HOURS AFTER POUR / SHEAR WALL NOTES: Js� JP.i i [9]FRAMING CLIPS:SIMPSON A35 OR LTP4 OR APPROVED EQUIVALENT,SEE DETAILS. KEPI OF LAgo} At'°`' sar; a HIE' INSTALL SHEATHING EITHER HORIZONTALLY OR VERTICALLY. [10]WHERE BOTTOM PLATE ATTACHMENT SPECIFIES(2)ROWS OF NAILS, PROVIDE DOUBLE 525E C OLi FGE WAY SUITE li [1] JOIST,RIM JOIST OR EQUAL BELOW.STAGGER NAILS IN ROWS 1-1/2"APART MINIMUM. MOUNT ieEHhOF1. WA 98213 [2] WHERE SHEATHING IS APPLIED ON BOTH SIDES OF WALL, PANEL EDGE JOINTS ON 3x(OR [11]TYPICAL ANCHOR BOLTS SHALL BE PROVIDED WITH STEEL PLATE WASHERS 1/4"x3"x3". at 6_,RNO REINF PER PLAN DOUBLE 2x)FRAMING SHALL BE STAGGERED SO THAT JOINTS ON THE OPPOSITE SIDES ARE NOT LOCATE ANCHORS SUCH THAT THE EDGE OF EACH PLATE WASHER IS WITHING 1/2"OF WALL (360) LOCATED ON THE SAME STUDS, SHEATHING. SLOTTED HOLES UP TO 1-3/4"LONG ARE PERMITTED IN PLATE WASHERS. EMBED [3] BLOCKING IS REQUIRED AT ALL SHEATHING EDGES. SEE SCHEDULE FOR SIZE. ANCHOR BOLTS 7"MINIMUM INTO CONCRETE UNLESS SHOWN OTHERWISE. [4] PROVIDE SHEAR WALL SHEATHING AND NAILING FOR THE ENTIRE LENGTH OF THE WALLS [12]PRESSURE TREATED MATERIAL CAN CAUSE EXCESSIVE CORROSION IN THE FASTENERS. \ INDICATED ON THE PLANS. ENDS OF FULL HEIGHT WALLS ARE DESIGNATED BY WINDOWS, PROVIDE HOT-DIPPED GALVANIZED(ELECTRO-PLATING IS NOT ACCEPTABLE NAILS AND IMILIMINIII w Z a DOORWAYS OR AS DESIGNATED ON PLANS.REFERENCE PLANS FOR HOEDOWN LOCATION AND CONNECTOR PLATES(FRAMING ANGLES, ETC.)FOR ALL CONNECTORS IN CONTACT WITH r ANp COS DES QERMI I " a g a SIZE. PRESSURE TREATED FRAMING MEMBERS AND/OR WHERE EXPOSED TO MOISTURE/HUMIDITY. ( Vet © 61 ;IAA� 1 '+ - 4 - ° I-o- a [5] SHEATHING EDGE NAILING IS REQUIRED AT ALL SHEAR WALL END POSTS. WHERE END POST IS [13]DO NOT APPLY WOOD SHEATHING OVER GYPSUM BOARD. �,J ° COMPRISED OF MULTIPLE 2x MEMBERS, STAGGER EDGE NAILING EQUALLY TO EACH MEMBER;IN [14]AT ADJOINING SHEATHING EDGES,DOUBLE 2x STUDS NAILED TOGETHER MAY BE USED IN 4 APB .�, i „ . p3� ' ADDITION,SISTER EACH MEMBER PER SHEAR WALL NOTE(14]. PLACE OF A SINGLE 3x STUD. FASTEN DOUBLE 2x STUDS TOGETHER WITH 3"LONG NAILS WITH %N_ VAPOR BARRIER -i .;.,; _. , _`, ,,„- [6] NAIL SIZE TO BE 0.131"0(OR 0.113"0 IF HOG)WITH MINIMUM 1 3/8" PENETRATION IN STUD. THE SAME DIAMETER AND AT THE SAME SPACING AS THE PLATE NAILING.ALL BUILT-UP END 18"MIN STAGGER NAILING AT SHEATHING EDGES WHEN NAILS ARE SPACED AT 4"0/C OR LESS. POSTS SHALL BE NAILED SIMILARLY. I_'I'= 'C f - 1_I' -1 '` I d [7] INTERMEDIATE FRAMING SHALL BE 2x MINIMUM MEMBERS.ATTACH SHEATHING TO [15]SEE TYPICAL DETAILS FOR ANCHOR BOLT OPTIONS. SEE STRUCTURAL NOTES FOR SPECIAL PERMIT Naar•O �INTERMEDIATE FRAMING WITH 0.131"0x2-1/2" NAILS AT 12"0/C WHERE STUDS ARE SPACED AT INSPECTION REQUIREMENTS. , ...� I- 6"(MIN)GRAVEL CAPILLARY BREAK °dS ' 16"0/C AND 0.131"0x2-1/2"NAILS AT 6"0/C WHERE STUDS ARE SPACED AT 24"0/C. ADUREu — [8j BASED ON 0.131 YDx1-112"NAILS USED TO ATTACH FRAMING CLIPS DIRECTLY TO FRAMING. NA]PROVIDE ING IS 3"0/C)ROWS OF NAILS WITH 1/2"ROW SPACING TO RIM JOIST WHERE BOTTOM PLATE PROVIDE (2)#4 BARS USE 0.131"0x2-112"NAILS WHERE INSTALLED OVER SHEATHING. [17]LWHERE SHEATOHING OCCURS ON BOTH SIDES OF WALL, PROVIDE DOUBLE RIM OR BLOCKING APPROVED R LESS. BY �� GCT IO F]EaF CODFCTION• OvERSIG TYPICALK----- EDG AT THICKENED IN ACCORDANCE WITH DETAILS)AND ONE ROW OF PLATE NAILING TO EACH PLY. J [� NOT INCLUDED- APPROVED:COMPETENT UNDISTURBED NATIVE SOIL FREE OF ORGANICS 1 E C'Vi0LPTb`N 6"MIN O SHEARWALL-0 SCHEDULE TYP SLAB. SUB-GRADE.AND JOINTING TYP THICKENED SLAB EDGE NOTE: I I PLACE CONTROL JOINTS AND CONSTRUCTION JOINTS AT APPROXIMATELY 18'0/C E.W. I 6' 6' 6 6" SIMPSON CS16 STRAP APPLIED 4, 0, / / 3,-0„ �1,-6" HORIZONTAL ON THE BOTTOM CHORD / / / / OF THE EXISTING TRUSS.FILL EA NAIL AT TYPICAL SLAB ON GRADE DETAIL t /\ THE EXISTING BOTTOM CHORD& (12) 10d NAILS TO (-A. 1 1!2" = 11-0" \ `+ 1 THE 6x6 EXISTING TOP PLATE. \ iiii.it ;c \ W6 0 v r14 W6 .› - kr 11 S\ II \ — / 1 4 , - ti `\S-� 43 I (MB / . \ , I I STEMWALL 1 7 1 7 - II /, `'"') .a. . I a ! --/ / //% 2 G I I S/ONAL etk `° II - I eat o -ii - II • e o J. Revision Schedule TYP r7, Date No. Description . 7 141 - =- II I ,O(E)TRUSSES @ 2'-0"O/C (N)6"CONC I �,/ 2x12 BOTTOM CHORD I I IB",b STEMWALLBELOW - - II — i! — — \ - H II- - - - M E 3C s= �. _ = = = 4C6) • 1 W i 5 NEW GYPSUM SHEARWALL PROVIDE 5/8" re -Sy2 �1 MN GYPSUM EA FACE OF WALL.WITH 6d III `./ I •�,-� �- (N)INTERIOR SHEARWALL I IK5-21 COOLER NAILS AT 7"OC AT BLOCKING AND I EDGE( OF PANEL. - I :+r-- '� Endo ax Vm.�in 1 iA 1/stale. ue, wlsle.,w,p erel�mlla salt II d I E)6"SLAB-ON-GRADE I / \ li \ asp - \ I II to io , ,� 1 C II a I�S-2 _ ;I 0 a) 5 ots 0 O it, - ,� L3 CO is N III' - II c, a) r3 0 • 0 z I1 � \�� II � to p a a 2 i I SLAB ON GRADE PER \ C (N)'B I TYP DETAILS �,-7 . ..\ I E S-2J I \ _ dco o`` �` o 6"SLAB ON GRADE I o ' N LL J o W/WWF6XG10/10 - ` I7� � O JIL to \ \ — - �SSL^ __ - - - - 12, 0„ 18,_0„J / / (E)6x6 WALL FRAMING V 30'_0„ / BELOW I ij( 10'-4" / 4'-0 I I JOB No: 11093 DATE: 10/06/11 PLAN NORTH DRAWN BY: GKlnney t / 26'- 1" OUT TO OUT CHECKED BY: SHEET: QHenks / C O ©® s_ si 3. , FOUNDATION PLAN O ROOF _FRAMING PLAN �in-P 1 OCT 1 1 2t0'�l _ kik-71.5U U Lil ' • SHIM TIGHT EXISTING r EXISTING 6x6 TOP CHORD 6x6 TOP CHORD ----71-----Ar. a , ' , EXISTING 4x6 STUD NGINEERS • k 3 B, hamWA98225 I PROVIDE CONC.CURB #r 1/ EXISTING 2x BLOCKING 4$ king-works.com • • [¢ d I 7 WITH 1:3 SLOPE _ .._ —4 I,-- .-- — , r,.....„,_: :::..,.....,. . _.._ . i *___ PROVIDE MSTA49 STRAP AT TOP PLATE SAW CUT € S WHERE EXISTING SPLICE DOES NOT EXIST OR CHIP r INTO CONC £ SLAB ON GRADE1/4 __ EXISTING 2x BLOCKING --�� [�Y/l r Hi _ EXISTING 6x6 POST Y • EXISTING 4x6 WALL STUDS $m 1 1. 1 i , 1 NEW DRYWALL SHEATHING NEW 7/16"SHEARWALL PER PLAN TOP PLATE SPLICE DETAIL Concrete Curb bH-1 i NOT SHOWN HERE EXISTING STUD WALL FRAMING IP NEW 2x BLOCKING O1 0 1 1/2" = 1'-0" (E)4x P.T. PLATE SHEARWALL EDGE 1" = 1' 0" & —� NAILING STRUCTURAL NOTES All reinforcing steel lap splices are to be Class B per typical schedule unless j (E)2X6 STUD PROVIDE(3) 1/4" x4-1/2"SDS SCREWS MSTCM60 STRAP OR(5}16d COMMON NAILS AT CONNECTION �^ (3)SIMPSON UFP10 CONNECTOR noted otherwise. All welded wire reinforcement lap slices shall be the greater of GENERAL one space plus 2 inches or 6 inches, unless otherwise noted. t EXISTING NAILS ARE INCLUDED IN (5)TOTAL 4i�'e1 AT EA SHEARWALL p } (3)NAILS ARE THE EQUIVALENT OF 1 SDS SCREW SIMPSON TITEN ANCHORS Designed in accordance with the 2009 International Building Code (IBC) Horizontal reinforcing steel in walls and wall footings shall be continuous i l PER MANUFACTURE 4 •• Design Loads: around corners, same size and spacing. At intersections of walls or footings, r 1 @ STRAP 11 Floor Dead Load: N/A SLAB ON GRADE EXISTING extend all bars as far as possible into continuous element and terminate with I 1 ` 'I— "— (E)WF EMBED IN TOP ."x»: »N» «• - OF EXISTING CONC STEMWALL Roof Dead Load: 9 PSF Typical (Incl. Framing) standard hook. '\ " ( f—,.= b. EXISTING CONCRETE Snow Load (ASCE 7/IBC): - Provide clear cover from outermost reinforcing to surface of concrete in .> Ground Snow Load: Pg = 25 PSF accordance with following schedule: \\\ \ STEMWALL i Roof Snow Load: Pf= 17.5 PSF EXPOSURE/ELEMENTS BAR SIZE CLEAR COVER PROVIDE(2) EXISTING SLAB ON GRADE Flat O TOE NAILS Minimum Uniform Roof Snow Load = 25 PSF (unreduceable) All Elements Cast against and permanently exposed to eart All PROVIDE UFP10 PLATE @ 4'-0"OC TYP AT EXISTING STUDS Snow Drift: Per key plans, based upon Pg = 25 PSF 3" UPF10 CONNECTION IS NOT REQUIRED TO SILL PLATE Snow Load Importance Factor: IS = 1.0 All Elements Formed, exposed to earth or weather #5 or smaller 1-1/2" // INHERE ED VER AN EXISTING ANCHOR ROD IS TWind Loads (ASCE 7/IBC): Slabs,Walls, Joists Not exposed to weather or in contact w/ground i I - Basic Wind Speed (3 Sec. Gust) = 90 MPH / Exposure: D/ #11 or smaller Importance IW = 1.0 3/4" -Components& Cladding: Component and cladding-wind pressures to be used for the design of exterior components and cladding (by others) - Provide all accessories, chairs, spacer bars and supports necessary to secure shall be determined in accordance with ASCE 7 and the IBC. steel In accordance with ACI Code of Standard Practice. Typical Sill plate Detail ® EXTERIOR SHEARWALL Seismic Loads (ASCE 7/IBC): - Chamfer all exposed corners and edges above grade per the architect. O 3/4" = 1' 0" 1" = 1'-0" Seismic Use Group= I -Do not strip forms until concrete has reached adequate strength. Seismic Importance Factor: IE = 1.0 -Furnish and place all sleeves and openings as shown on the drawings or as Site Class = D specified. Ss(0.2 Sec Ground Acceleration) = 108.8% -All reinforcing shall be shop fabricated, except#3 or#4 bars may be field bent. EXISTING 2x12,SEVERAL BOTTOM CHORDS Si (1.0 Sec Ground Acceleration)= 37.6% Bend bars only one time in any location, do not rebend. Sds =0.772 Sd1 = 0.413 -All hooked bars shall be a standard ACI shop fabricated hook unless noted (E)2x8 TOP CHORD OF THE TRUSS ARE BROKEN,SPLICE NEW 2x12 Design Category: D otherwise. A35 CLIP @ 24"OC -- 'p Y> AS SHOWN WHERE THIS OCCURS Building System: Bearing Wall System -All concrete work shall conform to ACI 301 unless noted otherwise. AT SHEARWALL ... "" "« Seismic Resisting System(s): LIGHT FRAMED STRUCTURAL "°' ? EXISTING 2x STUDS CONCRETE/MASONRY „`, , • . PREVIOUSLY CUT AT SHEARWALL WITH WOOD SHEATHING "* > TRUSS BOTTOM CHORD Response Modification Factor Used: (R) =6.5 -"Adhesive" or"Epoxy" anchors in solid base material shall be ASTM A36 threaded rod set in HILTI HIT HY150MAX adhesive, or approved equal. Hole ,r:>««°"s`°` °" -Contractor shall ensure high standards of worksmanship throughout, with preparation and rod installation shall be per manufacturer recommendations. -�'r A35 CLIP @ 24"OC e strict adherence to the contract documents. Minimum embedment shall be 1 Ox(rod die)unless noted otherwise. g ,,„.,°°" . y . AT INTERIOR SHEARWALL ere Kingworks is responsible only for the design of the primary structural "Adhesive" or"Epoxy"anchors in hollow CMU shall not be used for structural a ^. , • 1 system as shown in the contract documents. Design of all secondary connections unless specifically shown otherwise. Grout cells to provide solid 11 t/ rat-= i structure or non-structural elements are by others.- base material for anchor installation, with eight inches minimum grout cover on Verify all existing conditions; verify all dimensions in the field;verify all sides of anchor, and a typical reinforced bond beam at ledgers. WhereNy 1101 NEW INTERIOR DRYWALL 9 requiredEXISTING 6x6 EXISTING BOTTOM ______Y �� architectural, mechanical and electrical openings for size, location and anchors in hollow CMU are shown on the drawings or for non-structural SHEARWALL FASTENERS is ra;� number; notify the architect of any discrepancies or conditions not included connections, anchors shall be ASTM A36 threaded rod set in HILTI HIT HY20 TOP CHORD NEW DBL TOP PLATE CHORD OF TRUSS @ T OC EA FACE OF NEW FRAMING /OVAL in or contrary to the contract documents prior to shop drawing submittal or adhesive with mesh screen tube, installed per manufacturer's recommendations. @ INTERIOR SHEARWALL AT INTERIOR SHEARWALL construction. ar - "Expansion" anchors shall be HILTI Kwik-Bolt 3, or approved equal. Hole • •- The structure shown in these drawings is designed to be stable and to preparation and anchor installation shall be per manufacturer's WOO resist the loads above only in a fully completed form. Contractor shall recommendations. Minimum embedment shall be 8x(rod dia)unless noted ensure that the structure is adequately braced and shored during otherwise. EXISTING STUD construction for all temporary loads until all elements are in place, and shall -Cast-in-place anchors shall be ASTM A36 threaded rod with nut and washer at WALL FRAMING Y a lC f ev s on solute ensure that temporary loadings do not exceed the allowable capacity of any embedded end. Minimum embedment shall be 8x(rod dia)but not less than struc 1/2"A.B. %4'-D^OC Date No. Desale tural elements both before and after these elements are in place. shown on drawings, nor less than 7 inches. Anchors shall be affixed to the form is4II _•�� PROVIDE#4 @ 18"OC VERTICAL - Contractor is solely responsible for site safety, coordination, procedures, to prevent movement during pouring, vibration, or set-up and shall not be i_ "I W/4"MIN EMBEDMENT construction methodology, shoring, bracing, and sequencing. 'stabbed" into wet concrete. Embedment shall be measured from face of IN SIMPSON SET-XP ADHESIVE - Contractor is solely responsible for the protection of existing buildings, embedded washer to surface of concrete or CMU. Verify adequate length of EXISTING (C--- S� utilities, streets, equipment, etc. during construction. Provide temporary exposed thread to fully engage all attached work. CONCRETE 1 4 bracing and protection as required. -All anchors used at exterior, or where subject to moisture, or where in contact STEMWALL4 till /}4 BAR TO MATCH HORIZ. REINF NEW 6"CONC STEMWALL - Do not scale drawings. with pressure treated wood, shall be hot dip galvanized per ASTM A153 or # PROVIDE 4" MIN EMBEDMENT PROVIDE#4 @ 18"OC These drawings, and all designs shown within these drawings, are stainless steel, including matching washers and nuts. $ 8(2}W#4ALL BARS TOPHORIZONTAL copyrighted by Kingworks Consulting Engineers. Duplication is not -All concrete or grouted masonry must cure for a minimum of 7 days before any w/SIMPSON SET-xP ADHESIVE permitted without written permission. The designs shown herein are holes can be drilled or any post-installed anchors placed. I • OF intended for this project only and may not be used on any other project or for - All post-installed anchors shall be located to avoid drilling into reinforcing, t G -- 41 _�. - any other purpose. unless specifically approved by the Engineer. Reinforcing shall be placed with I \\\ consideration for locations of anchors. I. I " STRUCTURAL OBSERVATION / u Scale: Structural Observation will be performed in accordance with IBC Section m mant ra rnkita mild Kzrr" t(/ prlecl 1709 as required. It shall be the Contractor's responsibility to keep the '( " .. m ax le. Structural Engineer apprised of the general schedule of construction, such WOOD FRAMING: F EXISTING 6" a SLAB ON GRADE that observations may be made at appropriate stages before significant - Materials (unless indicated otherwise on the drawings): structural components (such as reinforcing bars, framing members, or wall holdowns) are obscured. APPLICATION TYPE/SPECIES/GRADE/REMARKS INTERIOR SHEARWALL DETAIL Posts and beams Hem Fir#1 O 1" = 1'-0" FOUNDATIONS AND SUBGRADE Studs Hem Fir#2 unless noted otherwise -Soil Allowable Bearing Pressure: 1500 PSF (2000 PSF when subjected to Sills and Plates Equal to stud grade for each wall wind or seismic loadings). Joists and Rafters Hem Fir#2 CO - ReferencelBC 2009 for subgrade preparation, backfill, compaction, wet Rimboard 1-1/4" Timberstrand LSL C CO weather work, and other recommendations. Blocking/ Bridging Hem Fir'stud' (DF stud @ fir blkg) PROVIDE (5) 1/4"x4-1/2"SDS EXISTING 2x12,SEVERAL BOTTOM CHORDS - Pipes are not to pass through or beneath footings except as shown in Glulam (GLB) AITC or APA/EWS 24F-V4 24F-V8 at cost.or cantilevered SCREW AT BEARING WALL (E)2x8 TOP CHORD OF THE TRUSS ARE BROKEN,SPLICE NEW 2x12 Iy ~ specific details. beams & (5)1/4"x 3"SCREWS AT EXISTING AS SHOWN WHERE THIS OCCURS N CO 8 a Z - Maintain minimum 1'-6" soil cover for frost protection, measured from Parallel Strand Lumber(PSL) TrusJoist 2.0E (min) 1.8E where indicated BOTTOM CHORD V 3 finished grade to the bottom of the footing, for perimeter wall foundations or on plans isolated exterior foundations. Laminated Strand Lumber(LSL) TrusJoist 1.6E (min) CD 1-10 SHIM @BEARING SUPPORT O O te Connectors Simpson Strong-Tie Or approved equal AS REQUIRED H REINFORCED CONCRETE Bolts in Wood ASTM A36 or A307 Washer under head and nut, typical Y ++ I U Materials: o • e t I Co Concrete @ 28 days (56 days OK for fly ash or slag concrete): Nail Sizes shown are 'common' u.n.o.Typ. nailing not shown shall be per IBC e • o e, C CC — e fc w/cm COARSEAGG. FLY ASH SLAG TOTAL Table 2304.9.1 — a CO I— FLY ASH + SLAG — e e \\\ (psi) (max) (max) ------(% substituted, by mass) Walls 2500 0.42 3/4" 0-25% 20-45% 45% MAX. -All sawn lumber shall be kiln-dried to a maximum moisture content of 19%. NEW 2x 12 TO MATCH EXISTING Slab 3000 0.50 1" 0-25% 20-40% 40% MAX. - Splitting of wood members by driving nails or screws is not acceptable. If splitting EXISTING 6x6 TOP CHORD + SPLICE @ BOTTOM CHORD OF occurs, predrill all holes as required. VERIFY EXISTING CONNECTION /f TRUSS - Cement: Type I or II per ASTM C150 (Type III OK for precast) - CONNECTORS: All connecting hardware shall be installed per the Manufacturer's OTHERWISE PROVIDE(2)TOE -Fly Ash: Class F per ASTM C618. recommendations. Fill all nail or screw holes with the fastener type (diameter and length) NAILS AT STUD TO 6x6 TOP PLATE ______/ -Slag: GGBF Slag per ASTM C989, Grade 100 minimum. indicated by the Manufacturer. -Concrete exposed to weather shall have air entrainment as follows: JOB o: 11093 DATE: 10IO6H 1 COARSE AG AIR CONTENT (+/-1.5%) 3/4"- 1"6,0% DATE: BY: KQHCHECKED BY: KQH • 1-1/2" 5.5% SHEET: - Reinforcing Steel: ASTM A615, Grade 60 typical Sm2 -Welded Wire Fabric: ASTM A185 ® Truss splice Detail 1 = 1 -0 ©coplgK9tar1 1, ^cry 1305742 S659.55 O :,r City of Anacortes Permit#: BLD-2011-0383 f 904 6th Street Issue date: 10/26/2011 P.O.Box 547 Expire date: 04/23/2013 •00- Anacortes, WA 98221-0547 � �� g..07 (360) 293-1901 O�, Job Address: 820 4TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-1507 Project: APN: Remarks: Install new siding, roofing and structrual repairs. Building is not approved for hazardous or flammable materials storage. Owner: PORT OF ANACORTES Contractor: Address: PO BOX 297 Address: ANACORTES WA 98221-0297 Phone: (360)299-1827 Phone: License#: General Information: Fees: Building Valuation 35000 State Building Code Fee 4.50 Plan Review Fee 258.05 Building Permit Fee 397.00 Total Calculated: 659.55 Deposits/Receipts: 0.00 Total Due: 659.55 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. Gj,.. 6,4-71 IGNATUR OF OWNER OR AUTHORIZED AGENT ISSUED BY 'JE7'1004-1 UUC2 07;'9i2CC? 00:,_ 4 .4f•tt Y O. • Cityof Anacortes t ,=;=t> ,52 0 1'2 688.82 Permit#: BLb-2008-0370 904 6th Street Issue date: 07/29/2008 P.O.Box 547 `iy'` t// Anacortes, WA 98221-0547 Expire date: 07/29/2009 100 C013 ` (360)293-1901 Job Address: 820 4TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-1507 Project: APN: Remarks: Sheet Pile Bulkhead and Utilities. Owner: PORT OF ANACORTES Contractor: PACIFIC PILE AND MARINE Address: PO BOX 297 Address: 582 S RIVERSIDE DR ANACORTES WA 98221-0297 SEATTLE WA 98108-4129 Phone: (360)293-3134 Phone: (206)730-5898 License#: PACIFPM922J3 General Information: Fees: Building Valuation 2300000 Plan Review Fee 4,996.88 State Building Code Fee 4.50 Building Permit Fee 7,687.50 Total Calculated: 12,688.88 Deposits/Receipts: 0.00 Total Due: 12,688.88 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 OG21004-1 0002 0 , , 20 I9 002 4 YGib 0 • City of Anacortes Permit#i,�:7 -BLD 42008-0370 904 6th Street Issue date: 07/29/2008 .,,, �..,�, P.O.Box 547 Expire date: 07/29/2009 4?' �'fia' Anacortes, WA 98221-0547 4' '+ (360) 293-1901 ,'9GE7iRAFt Job Address: 820 4TH ST Permit Type: Commercial Repair/Alter Permit ANACORTES WA 98221-1507 Project: APN: Remarks: Sheet Pile Bulkhead and Utilities. Owner: PORT OF ANACORTES Contractor: PACIFIC PILE AND MARINE Address: PO BOX 297 Address: 582 S RIVERSIDE DR ANACORTES WA 98221-0297 SEATTLE WA 98108-4129 Phone: (360)293-3134 Phone: (206)730-5898 License#: PACIFPM922J3 General Information: Fees: Building Valuation 2300000 Plan Review Fee 4,996.88 State Building Code Fee 4.50 Building Permit Fee 7,687.50 Total Calculated: 12,688.88 Deposits/Receipts: 0.00 Total Due: 12,688.88 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 0 m m 2 U' NJ CD VD 03ti 0 wo m 0, o ct ,t P o .� 'y f1) 0 CD rtFl C 0 N -1 m 31 .1(01 y-} ri,t`,. m rt I i 1-0 O i'`� �0p v;.rt N (*Wiz ,/, 0o o To ti T Z D K jn a m we City of Anacortes in 7 4m 2 Building Engineering Zo rz 0821004-1 07/29/2008 BR2 T4 c -I o (4 (55, Tue Jul29,2008 02:OOPM Trans#2-2 $ 9 am Name: PORT OF ANACORTES m ina = Addr: 820 4TH ST ANACORTES,WA 98221 P ° 2 $12688.88 8000 - Permit Fees 2 * Customer #: 005290 * Permit #: o BLD-2008-0370 o „ 1 ITEM(S): TOTAL: $12688,88 oli Check PAID $12688.88 Working together to serve you better. a 0 0 C z 0 Cl) 0 z m C-T l BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD99-0130 P.O. BOX 547 APPLIED: 04/19/99 ANACORTES, WA 98221 ISSUED: 04/20/99 (206) 293-1901 EXPIRES : 04/20/00 SITE ADDRESS : 820 4TH ST ASSESSOR' S PARCEL NO. : 3772-004-013-0007 PROJECT DESCRIPTION: Add sprinkler system. — OWNER — CONTRACTOR — LENDER DAKOTA CREEK INDUSTRIES COMMERCIAL FIRE PROTECTION,INC 820 4TH STREET P. 0. BOX 294 ANACORTES WA 98221 ANACORTES WA 98221 293-9575 293-9559 COMMEFP132MM TYPE OF WORK •ADD AREA (sf) VALU. . . $ : 2577 TYPE OF USE •COM LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY • 999 1ST FLR • 0 FRONT 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft : ? BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- : ? : ? : ? : ? OTHER 0 TOTAL • 0 TYPE OF CONSTRUCTION HANDICAPPED: 0 : ? : ? : ? : ? 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 PLCK $ 43 . 88 MD 04/20/99 9897 PRMT $ 67 . 50 MD 04/20/99 9897 STBC $ 4 . 50 MD 04/20/99 9897 TOTAL $ 115 .88 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. r / 1 i-V2CA-e-el---e 1/3Pale), //4P Issued by Applicant or Owner' s Signature 24 Hour Notice Required For All Inspections bld_prmt, Rev: 06/11/92 l .s'p-,�' p'4M1 ANACORTES PLANNING & COMMUNITY DEVELOPMENT DEPT. PERMIT CENTER ..7 0 P.O.BOX 547, RNRCORTES, WA 98221 I (360) 293-1901 -FAX (360) 293-1938 IFIN NCE, DIRECTOR EDWIN FRANK, BUILDING OFFICIAL March 25, 1999 V Commercial Fire Protection Rick J. Sigmen �f!! P.O.Box 128 Mt. Vernon,WA 98273 RE: Dakota Creek The following comments are in response to the letter from your office dated March 22, 1999. Please refer to this department's original letter dated March 16, 1999,by number. 1. Locking Storz coupling noted. • 2. Neither permits nor inspections for the sprinlder system can be completed until such time as the sprinlder structural support calculations have been submitted and reviewed for approval. 3. Noted. 4. Noted. 5. Noted. 6. Fire alarm box by general contractor,noted. 7. Interior sprinlder flow alarm by general contractor,noted. If you have any questions,please feel free to contact me at 293-1901. Sincerely, CITY OF ANACORTES Don Measamer Plans Examiner DM:md '0 Lernorandum To: Don Measamer,Plans Reviewer From: Ass't Chief Dan Fla lu Date: 03/04/99 Re: Dakota Creek Sprinkler Plans-Dated 1/22199 I have reviewed the submitted plans and offer the following: 1. Existing wet,above and below the ceiling system meets the pipe system tables for 3" supply. 2. Area density for light hazard dry system complies with 0.1 gpm/1500 sq. ft. plus 30%. 3. Plans show a Siamese 21/2"FDC.Provide a 5"Locking Storz with 30% elbow, mounted 30-36" above finished grade.Provide Red Head or identical brand coupling. 4. Provide load carrying calculations for roof trusses to meet section 2-6.1.3,NFPA 13. 5. Ail systems require inspection for installation compliance with plans. 6. Schedule hydrostatic pressure testing of all above ground piping prior to connection to underground supply. 7. Provide underground inspection and testing certificate. II I BUILDING PERMIT CITY OF ANACORTES PERMIT NO. : BLD96-0373 P.O. BOX 547 APPLIED: 09/25/96 ANACORTES, WA 98221 ISSUED: 09/25/96 (206) 293-1901 EXPIRES: 09/25/97 SITE ADDRESS: 820 4TH ST ASSESSOR' S PARCEL NO. : 820 PROJECT DESCRIPTION: Demolish Single Family Residence 363 Q Ao - OWNER — CONTRACTOR — LENDER DAKOTA CREEK INDUSTRIES 820 4TH STREET ANACORTES WA 98221 293-9575 TYPE OF WORK •DEM AREA (sf) VALU. . . $: 0 TYPE OF USE 'SF LOT • 0 REQUIRED SETBACKS---- CENSUS CATEGORY •999 1ST FLR • 0 FRONT • 0 ft ZONING 2ND FLR • 0 SIDE • 0 ft :7 BASEMENT • 0 REAR • 0 ft OCCUPANCY GROUP GAR/CARPORT. . . : 0 REQUIRED PARKING-- :R3 :7 :2 :7 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 INSP $ 0.00 MD 09/25/96 NC TOTAL $ 0.00 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. Issued by Applicant or Owner's Signature 24 Hour Notice Required For All Inspections bldprmt, Rev: 06/11/92 FINDINGS OF FACT AND CONCLUSIONS OF LAW AND DECISION THEREON ON DAKOTA CREEK INDUSTRIES REQUEST TO REZONE BLOCK 4, PLAT OF ANACORTES FROM "CENTRAL BUSINESS DISTRICT" TO "LIGHT MANUFACTURING" City Council Action Final • Tx ' 94-t _t�cwi FINDINGS OF FACT 1.0 General Background 1.1 On March 28, 1996 Dakota Creek Industries applied to the City to rezone Block 4, Plat of Anacortes, from "Central Business District" to "Light Manufacturing"; the application is Attachment 1. 1.2 The property to the north, and southeast is leased by Dakota Creek Industries (DCI) from the Port of Anacortes on a long-term basis for shipbuilding and ship repair; a DCI shipyard map is Attachment 2. 1.3 The property to the North and East of Block 4 is zoned "Light Manufacturing" and the property South and West is zoned "Central - — Business District; a zoning map is Attachment 3. 1.4 The Comprehensive Plan Map (Appendix A, Map 1) designates Block 4 . for "Central Business District" and the surrounding designations are the same as the zoning set forth in Attachment 3. 2.0 Procedural Background 2.1 Pursuant to the Regulatory Reform Act of 1995 the City has established procedures to solicit public and agency proposals to amend the text of the Comprehensive Plan and/or Development Regulations and to review these proposals for possible inclusion. This solicitation and review is conducted annually. Y Dakota Creek Rezone Findings of Fact (T, 2.2 The City has established a separate process for property owners to petition for a zone change. Such a zone change will involve changing both the Zoning Map set forth in the Development Regulations and the Comprehensive Plan Map, as these maps are now identical. 2.3 Sentence 3 of the Scope Section of Appendix E of the Comprehensive Plan (Administrative Procedures for Comprehensive Plan Amendments or Revisions) requires elaboration as follows: "A Comprehensive Plan (MAP) amendment must accompany any rezone application. (THIS IS TO BE DONE BY COMPLETING A PETITION FOR ZONE CHANGE IN THE FORM PRESCRIBED BY THE CITY PLANNING DIRECTOR AND FILING THIS WITH A SEPA CHECKLIST.) 2.3.1 The text of Comprehensive Plan Appendix E should be clarified as set forth in Attachment 4. 3.0 Zone Change Proposal 3.1 The Rezone Petition is Attachment 1. 3.2 This Petition identifies the size of the subject property as 1.5 acres and the existing condition of the property as: One administration and two engineering buildings, heavy equipment repair facility, and one vacant and one occupied residential building. 3.3 The Petition includes the required maps and description of the area and surrounding uses in terms of Comprehensive Plan, and Zoning, and Shoreline designations and of existing buildings and roads. II L 4.0 State Environmental Policy Act (SEPAL 4.1 The Planning Director has been designated the responsible official for those proposals for which the City is the Lead Agency. 4.2 The SEPA Checklist that accompanied the Rezone Petition is Attachment 5. 4.3 The SEPA Checklist states that "no changes are likely to occur due to this proposed rezoning..." (D1), that "this proposal does not affect existing utilities and services..." (B16b), and that "rezoning would assure compatibility between permitted and actual uses..." (B81). (j/ 2 Dakota Creek Rezone Findings of Fact 4.4 A Determination of Nonsignificance (hereinafter "DNS") was issued for this project on May 3, 1996 and published in the Anacortes American on May 8, 1996. Attachment 6. The Planning Director has evaluated the impacts of this proposal and determined that this project does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.22C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. 4.5 No comments were received during the SEPA public comment period which ended May 20, 1996. 5.0 Notice 5.1 The Anacortes City Zoning Ordinance, contains public notice requirements for Rezone Applications. The Ordinance requires the Planning Commission to hold public hearings on Rezone Applications, Section 17.10.090 B(1), with public notice being given as follows: "Except where specified otherwise in the Ordinance Notice of Public Hearings shall be given at least fifteen days in advance of the hearing by posting copies of the Notice of Hearing at the Anacortes Municipal Building, at the United States Post Office in Anacortes, and if applicable, on the property proposed; to be changed. Notice shall also be published once in the official City newspaper at least fifteen days in advance of the hearing. For all Public Hearings Notice of Hearing shall be sent to all property owners within 300 feet of the exterior boundaries of the subject property. Expense of such posting and publication shall be borne by the applicant." Anacortes Zoning Ordinance Section 17.62.010 5.2 On April 19, 1996, a Notice of Application for. the Rezone Permit Application and a Notice of Public Hearing before the Anacortes Planning Commission for a hearing on May 22, 1996, were posted at the Anacortes City Hall and the Anacortes Post Office. The property was posted with both notices on April 30, 1996. All of the posting was done at least fifteen days in advance of the public hearing date. 5.3 On May 1, 1996, May 8, 1996 and May 15, 1996, the Anacortes American published a copy of the Notice. The first publication took place more than fifteen days in advance of the hearing. 0 3 Dakota Creek Rezone Findings of Fact fl 5.4 Because the public hearing involved a Rezone, copies of both notices were mailed to property owners within 300 feet of the exterior boundaries of the subject property on April 29, 1996. 5.4.1 Written staff comments were received and incorporated into these Findings 5.5 A Public Hearing was held before the Anacortes Planning Commission on May 22, 1996. At that meeting the Planning Commission voted to recommend approval of the Rezone Request to the City Council as being/not being desirable and consistent with the Comprehensive Plan (See 8.1). The Planning Commission minutes are Attachment 7. 5.6 After the Planning Commission's hearing, the City Council scheduled a public hearing on the Rezone for June 17, 1996. 5.7 On May 17, 1996, a Notice of Application for the DCI Rezone project and a Notice of Public Hearing before the Anacortes City Council for a hearing on June 17, 1996 were posted at the Anacortes City Hall and the Anacortes Post Office. This posting occurred more than fifteen days before the hearing. 5.8 Copies of both notices were posted on the property on May 17, 1996, more than fifteen days before the hearing date. 5.9 On May 22, 1996, the Anacortes American published copies of both notices. The publication occurred more than fifteen days before the hearing. 5.10 Because the public hearing was for a Rezone, copies of both notices were mailed to property owners within 300 feet of the exterior boundaries of the subject property on May 17, 1996. 5.11 A public hearing was held before the Anacortes City Council on June 17, 1996, pursuant to the notices. 6.0 GMA and Countywide Planning Policies 6.1 All Comprehensive Plan text revisions and map amendments must be consistent with the Growth Management Act Goals and Policies as formulated in the "Countywide Planning Policies, 1992" (Appendix C of the City Comprehensive Plan)(CPPs). 6.2 City staff concur with the applicant's assertion that "the proposal does not ( ` affect existing utilities and services" (Finding 4.3 above); The conclusions 4 Dakota Creek Rezone Findings of Fact cm,, of their analysis are on file with the City Planning Department. Accordingly, the proposal is consistent with the GMA's Urban Growth Goal of "encouraging urban development in urban areas where adequate public facilities and services exist or can be provided in an efficient manner" (CPP 1). 6.3 Future development on the rezone property will further the "infill" policies of CPP 1.5 and 2.6. 6.4 The proposed rezone will further the economic development policies of encouraging "a diversified economic base" (CPP 5.5) and "shoreline dependent" industries (CPP 5.14). 6.5 As the rezone property is currently used primarily for industrial activities and these activities can continue indefinitely no issues relating to the loss of 1.5 acres from the Central Business District are apparent. 7.0 Comprehensive Plan Policies 7.1 Shipbuilding and ship repair fit the Comprehensive Plan's definition of manufacturing as one of "those industrial or manufacturing activities which are engaged in the production of articles or a product from raw or prepared materials by giving them new forms and qualities" (p 10). 7.1.1 Manufacturing goal 1 should be clarified by adding at the end of sentence 3, "...e.g. oil refining and chemical plants." 7.1.2 Given the redesignation of the former "Heavy Manufacturing" zone on western Fidalgo Bay to "Industrial" in Manufacturing Goal 1 the word "heavy" should be deleted (Zoning Ordinance Section 17.16.010). 7.1.3 Based on current figures update sentence one of the Manufacturing Section to read as follows: "Anacortes/Fidalgo Island firms are estimated to be the source of 40% of the manufacturing jobs in Skagit County." 7.2 In that the rezone will facilitate the continued development of DCI's shipyard the proposal will further Manufacturing goal 4 ("Encourage and support water oriented manufacturing in shoreline areas -- fish processing, boat repair"), Policy 4a ("Manufacturing use activities which are most desirable to the City and Port decision makers should be given priority for shoreline manufacturing sites."), and Policy 4c ("Encourage the Port to develop marine oriented activities such as boat building and repair.) 5 Dakota Creek Rezone Findings of Fact C , 7.3 Manufacturing Goal 4 and Policies 4a and b refer interchangeable to boat building and repair and boat repair as water oriented manufacturing to be encouraged in shoreline areas. 7.3.1 Given the Commercial Marine emphasis on marine activities clarify that Commercial Marine Policy 3c covers both boat building and boat repair facilities and include boat building as an expressly permitted use in Zoning Ordinance Section 17.22.020. 7.4 As to Goal 2 of Commercial Goal 2 ("Improve economic growth and well being of the Central Business District"): As the rezone property is currently used primarily for industrial activities and these activities can continue indefinitely no issues relating to the loss of 1.5 acres from the Central Business District are apparent. 8.0 Zoning Ordinance Provisions 8.1 Section 17.14.050 requires that: Application for zone change will be submitted to the Planning Commission. Application shall contain (1) legal description of property proposed for rezoning, (2) reason for rezoning, (3) type of zone requested, (4) signatures of all owners proposing rezoning, (5) a map showing all property owners of the area being proposed for rezoning and (6) a statement of how this benefits the community and will relate to the City's Comprehensive Plan. (7) To facilitate notification of individuals who would be affected by the change, a list of names and addresses of all owners of property located in and within 300 feet of the area proposed for rezoning shall accompany the application. (8) The Commission shall consider at the public hearing whether the proposed zone change is desirable and consistent with the Comprehensive Plan. In the event that the proposed zoning change is not consistent with the Comprehensive Plan, the zoning shall not be changed unless and until the Comprehensive Plan has been reviewed and changed by the City Council. 8.1.1 . The application contains a complete legal description of the property proposed for rezoning (Block 4, Plat of Anacortes). 8.1.2 The application contains the reason for rezoning ("To provide zoning which would allow uses in a manner compatible with surrounding uses"): 8.1.3 The application contains the type of zone requested (Light Manufacturing). 6 Dakota Creek Rezone Findings of Fact 8.1.4 The application contains signatures of all property owners proposing rezoning (Dakota Creek Industries owns the entire property proposed for rezoning). 8.1.5 The application contains a map showing all property owners of the area being proposed for rezoning (Dakota Creek Industries owns the entire property proposed for rezoning). 8.1.6 The application contains a statement of how this benefits the community and will relate to the City Comprehensive Plan (The zone change will "provide zoning which would allow uses in a manner compatible with surrounding uses"). 8.1.7 The application contains a list of names and addresses of all owners of property located in and within 300 feet of the area proposed for rezoning. The Planning Commission considered at their public hearing whether the proposed change was desirable and consistent with the Comprehensive Plan. CONCLUSIONS OF LAW 1.1 The requirements of SEPA have been complied with. 2.1 The notice requirements of Zoning Ordinance Section 17.62.010 have been satisfied. 3.1 The applicable goals and policies of the Growth Management Act, the Countywide Planning Policies and the City Comprehensive Plan have/have not been met by this application. 4.1 The conditions set forth in Zoning Ordinance Section 17.14.050 for rezoning have all/not been satisfied by this application. DECISION TO REZONE BLOCK 4, PLAT OF ANACORTES FROM CENTRAL BUSINESS DISTRICT TO LIGHT MANUFACTURING. 7 Dakota Creek Rezone Findings of Fact Based on the foregoing Findings of Fact and conclusions of Law, the City hereby rezones Block 4, Plat of Anacortes, from Central Business District to Light Manufacturing. These Findings of Fact and Conclusions of Law were adopted by the Anacortes City Council on December 16, 1996. CITY OF ANACORTES, WASHINGTON By H.t. Dean M Dean Maxw I, Mayor ATTE : APPROVED AS TO FORM: rge htaian, ity Clerk Steve Mansfi d,atyAttorney F ANA°�N`‘ Q %� ooaQoRgj�'�j 4 ' , * EAL.ri * � 4 I ( 1 8 PETITION TO PLANNING COMMISSION AND COUNCIL FOR ZONE CHANGE �A easo a . APPeau}rionJ An'D A coppa.ENENS/rE P44N MAP ,1MBNAMAvr) Applicant Dakota Creek Industries, Inc. Date 3/28/96 p Address 820 Fourth Street Receipt i 01 `2214 l P.O. Box 218 Anacortes, WA 98221 gTTrcgivirEn r Phone (360)29309575 The undersigned owner of property described herein petition for a change of zoning classification of said property from: Central Business District zone to Light Manufacturing zone Legal Description of Property: TWP, 35 R. 1 Sec. 13 Block 4 (all lots, 1 - 20) According to plat of Anacortes Approximate size of property: 1 .5 acres Existing condition of property (vacant, residence, etc.) Admin. & Engineering buildings, Hanvy Equipment repair facility, 2 vacant and 1 occupied residential buildings Attach MAP and DESCRIPTION of the area and surround uses. As a minimum the map should show existing zoning and Comprehensive Plan designation, circulation systems, topography, unique features, existing structures and adjacent uses. Explain purpose of Zone Change. To provide zoning which would allow uses in a manner compatible with surrounding uses. How does the proposed Rezone relate to the Comprehensive Plan? It is consistent Is change in Comprehensive Plan required? x YES € NO MAP only) !SM 5//f/9G 1 List below all property owners located within 300 feet of the boundary lines (—) of subject property. (Attach additional sheet if necessary.) NAME ADDRESS See attached assessor's list All property owners included in this petition must be listed below opposite a "Parcel" number which is also to be shown on the Assessor's map which indicates the property owned by each applicant. (Attach copy of Assessor's map)pARCKL NAME AND ADDRESS SIGNATURE All Dakota Creek Ind. , Inc. 820 4th Street Anacortes, WA 98221 0 1 (Attach additional sheets if necessary) List names of property owners and parcel numbers not included in the Petition. • L.) SIGNATURE OF PETITIONER: I, Richard N. Nelson hereby declare that I am a property owner or officer of the corporation owning property. involved in this application and that I have familiarized myself with the rules and regulations of the Anacortes Planning Commission with respect to preparing and filing this application. The foregoing statements, answers and information submitted in behalf of this application are in all respects true and correct to the best of my knowledge and belief. P.O. Box 218, 820 4th Street Street No. and/or Mailing Address Signature Anacortes, WA 98221 for Dakota Creek Industries, Inc. City State Zip Corporation or Company Name (360)293-9575 3/28/96 Telephone Number Date Block 4, Plat of Anacortes Parcel Number ( FOR STAFF p Notification of adjacent propert owners. Date CAUL 2 /) /�9p96 SEPA Checklist complete SM Date MARCH- 28,, / 9 Declaration of Nonsignificance MAN 3, / Date of Planning Commission Hearing MAY ZZj /9 1C Date of City Council Hearing lilA/b 3, 1996 -3- L IC'c'.'p{F::'p,Y.,ir pC.aW;:A"`u.+...^.,,.4•,-V. V `. 'v v. ,+ v,.�' v \ v°v v -V V Y 'r �° a _ - , l .:�7...d�..,..� ... ,. . to- . PP alit . 1i ._ s r . i a • I" 11..-ii i 13-N rlallill ; • . :..-.. IN OPa II Z =as`1! a PAAR SANTE K .s a ama a• . -dip 31111 . mt. 1 I . FIDALGO 13 I I in . BAY i , in . . PII scar at rem I kilt `r 7-7 . 4 /--r ‘ .. . ki V i . i --x--x � o � i X , v x ..s , 1 1 I �I . (e. ro .4 X' ® 102.3 ems a13.2 08 r `I r 3 1,2. - X 113. • X X ' --- Yi 102.8a 11Th . t• 'u a i j IUO1J i1 -:,Ti 103.E 112.9 111 . s4 X x x X 112.2 X inl_____(DO 0 LII I I 0 111 0 Li\-4-j OE .1 1 1 11 r--s 111 3 108. ,7:149Pir • ' . J'. .r'. 0111,SCIIIIN ..._...... 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GO wet, Li LOG •S0.2T//JG ! /.T.eEET 0 ill • M0 \I N anaL..HMENT a F n i 11Ji_11.4.Ia� 1311.A. 1,1at p f 'C V a ONTH U O ¢ y E- .....- NIAEORTCS OUTER HARBOR LINE PLATE NO. 9 I r / �� - ° SUBJECT r/ ' � � '/// / PROPERTY �-i 4dig % ANACORTES [NNE, -. - LINE PLATE NO. 9 /I %." arum MA obis AMMIIME,W ! �IL tiL / % /W� �: 1 Ft b 42 ..d._ __ r fp 311 to 7 \/ ■ fCl,. AMIE INErt 4 I_1 a It MUM �° c 1 I &--. - Ires-f J I IID I cti : :10c ', 4TH ST. 1 l; I ,— ,I , il�! �,: q°� P tt 6� °� 1. ST 117� I�� da10 a i,d d I_I ?El H ttt. �l� , Z//JA1 //4 tta� 't 't h °� 0 ��� INN■. f 1� 6TH ST. a �li. ( ' J % z��i 0 gr .. L II ran bowlinnessw h i 0 '+ C� ' ,ao.ea '' :alliteria�!„ 01 II au—i i�lc3 di Li 7TH ST. J rwi r ,�ay 1 ih:13 -41m'Ili II 11114/���/ O� rk .N4 I rt -ri ten irtri 91 / ./ k. EAJPI I \7 6TH ST. REVISED; DATE; 04-30-1996 �/ DAKOTA CREEK 00-00-00 COMPUTER NAME: DKCRKVM1.DWG �J'T_o.. CENTRAL BUSINESS DISTRICT STAND. I.D.; CITY OF ANACORTES ENGR. DEPT. Y ' TO LIGHT MANUFACTURING 904 6TH STREET ,ry= 5 - ANACORTES, WA 98221 "c°al 1 AT ra.cnM NT APPENDIX E Administrative Procedures for Comprehensive Plan Amendments or Revisions The Growth Management Act and the Regulatory Reform Act require the City to establish procedures for reviewing Comprehensive Plan Map amendments of and text revisions. The City Council is to consider such proposals concurrently and no more frequently than once every year in order that the cumulative effects of the various proposals can be ascertained. However, at the discretion of the City Council, the Comprehensive Plan may be amended or revised whenever an emergency exists or for: 1) the initial adoption of a sub-area plan, or 2) the adoption or amendment of a shoreline master program, or 3) to resolve a comprehensive plan appeal. Any modifications or adoption of to the Comprehensive Plan and Development Regulations implementing-same are to must comply with the Growth Management Act. Scope: Contained herein and outlined below are administrative procedures that are to be used in amending or revising the Comprehensive Plan. It establishes who may initiate and when a Comprehensive Plan amendment or revision may be considered. A Comprehensive Plan amendment must accompany any rezone application. A Comprehensive Plan Map amendment must accompany any rezone application. This is to be done by completing a petition for zone change in the form prescribed by the City Planning Director and filing this with a SEPA Checklist. Purpose: The Comprehensive Plan is a document by which development, both public and private, is guided and is based upon State planning goals and City long-range goals and policies. The plan is used to assist decision makers and the public with land use issues when determining the nature and intensity of development within the City and the City's Urban Service Growth Area. An- map amendment or text revision to the plan is a procedure by which the City may modify its land use, development or growth policies in order to respond to changing circumstances or needs of the City. WHO MAY INITIATE: A. The City Council or the Planning Commission may by motion initiate consideration of an-map amendment or text revision of the Comprehensive Plan. An affirmative vote of not less than a majority of the total members of the Council or Commission is required to initiate consideration of an map amendment or text revision. B. A property owner may apply for (or give consent to) an amendment or revision to the Comprehensive Plan Map associated with a rezone, upon payment of rezone and SEPA fees pursuant City Ordinance. TIME TO INITIATE: A. At the discretion of the City Council, the Comprehensive Plan may be amended or revised whenever an emergency exists. U 46 Lin B. A property owner may apply for (or give consent to) an amendment or rovision to the Comprehensive Plan Map associated with a rezone between March 1 and March 31 of any year. Applications made during this time will be processed according to applicable State and City codes. They are to be considered concurrently and during the same calendar year. C. Any interested person, including applicants, citizens, hearing examiners, and staff of other agencies may suggest comprehensive plan or development regulation amendments to the City Planning Director at any time provided that this is done in writing. The Planning Director shall maintain a file containing all such proposed changes. This file will be available for review by the public. Additionally, at its first meeting in April the Planning Commission will consider such amendments and establish a procedure for reviewing them as part of their annual comprehensive plan and development regulation update. • 47 94. Aitit DETERMINATION OF NONSIGNIFICANCE Description of Proposal: Rezone of Block 4, Plat of Anacortes from Central Business District to Light Manufacturing Proponent: gTTgCWWLENTT 6 Dakota Creek Industries Location of Proposal.Including Street Address, if Any: Between 3rd and 4th Streets, "Q" and"R"Avenues Lead Agency: City of Anacortes The lead agency for this proposal has determined that it does not have a probable significant adverse impact on the environment. An environmental impact statement (EIS) is not required under RCW 43.21C.030(2)(c). This decision was made after review of a completed environmental checklist and other information on file with the lead agency. This information is available to the public on request. There is no comment period for this DNS. X This DNS is issued under 197-11-340(2); the lead agency will not act on this proposal for 15 days from the date below. Comments must be submitted by: May 20, 1996. Responsible Official Ian S. Munce Director of Planning & Community Development P.O. Box 547 Anacortes, WA 98221 (360) 299-1942 5/3/ 9G Signature Date PUBLISH: May 8, 1996 CITY OF ANACORTES I ENVIRONMENTAL CHECKLIST FORM A. BACKGROUND g IVILCI v r'NTT' S I. Name of proposed project, if applicable: / /C Lt 64 e_ Y'c.�c�eett`-/� jest/':2a— ,rt- , 4 e/- eT/^ 9%/ ,4t4tvr cp fire -. c/3a /o Ga1 • 2. ame of applicant: applicant: // 11 4; Olt eve 3. Address and phone number of applicant and contact person: 2514, - *AZ Sf/AV Sey 7d2r / cte'f'rref. AAt. 9'f t7t cs» c,!. / / /' - z99-c1t7/ �zf4t7S 4. Date checklist prepared: v � 8/n 5. Agency r questing checklist: 6. Proposed timing or schedule (including phasing, if applicable): /7 n' 7. Do you have any plans for future additions, expansion, or further activity related to or connecjed with this proposal? If yes, explain. 0 8. List any environmental information you know that has been prepared, or will be prepared, direcyy related to this proposal. 11/470 9. Do you know whether applications are pending for government approvals of other proposals directly affecting the affected geographic area covered by your proposal? If yes, in. e p a,Le4'e aC/to,? a&/`y'.,.— trnf 10. Listany government approvals or permits that will be needed for your proposal, if known./ 11. Give brief, complete description of your proposal, including the proposed uses and the size of the proposal and affected geographic area. There are several questions in this checklist that ask you to describe certain aspects of your proposal. You do not need to repeat these answers on this page. (n 12. Location of the proposal. Give sufficient information for a person to understand the precise location of your proposed proposal, including a street address, if any, and Section, Township and Ranee, if known. If a proposal would occur over a range of area, provide the range or boundaries of the affected geographic area. Provide a legal description, site plan, vicinity map, and topographic map, if reasonably available. While you should submit any plans required by the agency, you are not required to duplicate maps or detailed plans submitted with an permit applications related to this the Idist. sAat19 �//s /- 2,) ,'I/f/ C.0 e.," r4'e :5° �/ 5/3 , to " / '/Q' 't're Ayer/ ref a-t-4. .b C j or-int.ev-s .t!ip B. ENVIRONMENTAL ELEMENTS 1. Earth a. General description of the affected geographic area (circle on-ell oiling, hilly, steep — slopes, mountainous, other b. What is the steep t slope on the affected geographic area (approximate percent slope)? /CS3 /fi. c. What general types of soils are found on the affected geographic area (for example, clay, ( ( sand, gravel, peat, muck)? If you know the classification of agricultural soils, specify them l J and note any prime farmland. „se opy/ / d. Are there any surface indications or history of unstable soils in the immediate vicinity? If so, describe. /%. e. Describe the purpose, type and approximate quantities of any filling or grading proposed. Indicate source of fill. 4/erese. ref �J K• f. Co erosion erosion occur as a result of clearing, construction or use? If so, generally describe. a. R. About what percent of the affected geographic area will be covered by impervious surfaces after proposal construction (for example, asphalt or buildin/� s)? 140-74 e Cent"Ss"cf4 Pont ,D.sfss� / h. Proposed measures to reduce or control erosion, or other impacts to the earth, if any: an-,[ 1 (_J 2. Air a. What types of emissions to the air would result front the proposal (i.e., dust, automobile, odors, industrial wood smoke) during construction and when the proposal is completed? If any, generally describe and give approximate quantities if known. .5 tp G b. Are there any off-site sources of emissions or odors that may affect your proposal? If so, generally describe. /�o c. Proposed measures to reduce or control emissions or other impacts to air, if any: c" 3. Water a. Surface (I) Is there any surface water body on or in the immediate vicinity of the affected geographic area (including year-round and seasonal streams, saltwater, lakes, ponds, wetlands)? If yes, describe type and provide names. If appropriate, state what stream or river it flows into. _ 44; (2) Will the proposal require any work over, in, or adjacent to (within 200 feet) the described watgrs? If yes, describe and attach available plans. (3) Estimate the amount of fill and dredge material that would be placed in or removed front surface water or wetlands and indicate the area of the affected geographic area that would be affected. Indicate the source of fill material. 44)7C (4) Will the proposal require surface water withdrawals or diversions? Give general description, purpose and approximate quantities if known. No (5) Does the proposal lie within a 100-year floodplain? If so, note location on the affected geographic�/ area plan. /Jv (6) Does the proposal involve any discharge of waste materials to surface waters? If so, desc;ibe the type of waste and anticipated volume of discharge. e b. Ground: (1) Will ground water be withdrawn, or will water be discharged to ground water? Give general description, purpose and approximate quantities if known. 44 ui • (2) Describe waste material that will be discharged into the ground from septic tanks or other sources, if any (for example: domestic sewage, industrial, containing the following chemicals...; agricultural;, etc.). Describe the general size of the system, the number of such systems, the number of houses to be served (ifI/applicable), or the number of animals or humans the system(s) are expected to serve. 4/ e CM c. Water Runoff(including storm water): (1) Describe the source of runoff(including storm water) and method of collection and disposal, if any (include quantities, if known). Where will this water flow? Will this water flow into_ o5her waters? If so, describe. �� So tit itc, rc t4 17 ;46., Yt X/"M- /0I100SR./ • (2) Could waste materials enter ground or surface waters? If so, generally describe. d. Proposed measures to reduce or control surface, ground and runoff water impacts, if any: e 4. Plants a. Check or circle types of vegetation found on the site: ✓ deciduous tree: alder, maple, aspen, other Atealdiefra, /ta, a o/` i evergreen tree: fir, cedar, pine, other C/ ✓ shrubs ✓ grass ( pasture crop or grain wet soil plants: cattail, buttercup, bullrush, skunk cabbage, other water plants: water lily, eelgrass, milfoil, other other types of vegetation b. What kind and amount of vegetation will be removed or altered? gear e_ c. List threatened or endangered species known to be on or near the affected geographic area. I/-t? d. Proposed landscaping, use of native plants, or other measures to preserve or enhance vegetation on the affected geographic area, if any: S. Animals a. List any birds or animals which have been observed on or near the affected geographic area or are known to be on or near the affected geographic area: / I�rds: C�f� dts� Yrt, $!•csat4� Cae%.r , 7n6.-s mammals: ((// (/ �1 b. List any threatened or endangered species known to be on or near the affected geographic- area:1,47,r c. Is ;he affected geographic area part of a migration route? If so, explain. 1 c d. Proposed measures to preserve or enhance wildlife, if any: 6. Enerev and Natural Resources I a. What kinds of energy (electric, natural gas, oil, wood, stove, solar) will be used to meet the • completed proposal's energy needs? Describe whether it will be used for heating, • i. ufacturipg, etc. 1 / / /`, b. Would your proposal affect the potential use of solar energy by adjacent properties? If so, generally describe. c. What kinds of energy conservation features are included in the plans of this proposal? List other,/, proposed measures to reduce or control energy impacts, if any: trit 7. Environmental Health a. Are there any environmental health hazards, including exposure to toxic chemicals, risk of fire and explosion, spill, or hazardous waste that could occur as a result of this proposal? List other proposed measures to reduce or control energy impacts, if any: 11/4 (1) Describe special emergency services that might be required. 4 (2) Proposed measures to reduce or control environmental health hazards, if any: /VentG I b. Noise (1) What types of noise exist in the area which may affect your proposal (for example: traffic, equipment, operation, other)? eerie,in pct'et/ ,z f (2) What types and levels of noise would be created by or associated with the proposal on a short-term or a long-term basis (for example: traffic, construction, operation, other)? Indicate,� what hours noise would come from this affected geographic area. gents (3) Proposed measures to reduce or control noise impacts, if any: "1,/, , d. Will.any structures be demolished? If so, what? o 8. Land and Shoreline Use a. What is the current use of the affected geographic area and adjacent properties? ,r nr/ sit'` b. Has the affected geographic area been used for agriculture? If so, describe. • c. Dese be any structures on the affected geographi az _/ Arm I�'_A' (try[e�`i7.� S•+ t ,A1I .tt /r'en7 scorne / / y"e.�e.Y S�+ro' Z P t C//ie.+ 7` en— ri / a ce Yre :e4h Jl L/ 7 e: What is the current zoning classification of the affected geographic area? (,QD C/ f. What is the current comprehensive plan designation of the affected geographic area? C 61) g. If applicable, what is the current shoreline master program designation of the affected geographpi area? 6ori e,r5 GIr64/, .1 h. Has any part of the affected geographic area been classified as an "environmentally se.nssitive" area? If so, specify. 0 i. Approximately how many pea le would the reside or work in the completed proposal. 3 res ode- .'« ♦cl ever . 30 gels orA 5L j. Approximately how many people would the completed proposal displace? k. Proposedp measures to avoid or reduce displacement impacts, if any: /avti e rz-,_. I. Proposed measures to ensure the proposal is compatible with existing and projected land usesand plans, if any: / $t /• .�/ M7'4 itty ltieedr ate CO2 b' 9. Housing a. A ow many units would be provided, if any? Indicate whether high, middle, o w-income ing. O j2e�• oWtY 77l ic.. --Gx:c ✓el S*t • b. Approximately how many units, if any, would be eliminated? Indicate whether high, C ' middle, or low-income housing. ,1/17-lc c. Proposed measures to reduce or control housing impacts, if any: //OZt 10. Aesthetics • a. What is the tallest height of any proposed structure(s), not including antennas; what is the • principal exterior building material(s) proposed? 44/ b. What views in the immediate vicinity would be altered or obstructed? /Solt c_ c. Proposed measures to reduce or control aesthetic impacts, if any: /rant 11. Light and Glare a. What type of light or glare will the proposal produce? What time of day would it mainly occur?/70''1 c orfrom the finished proposal be a safetyhazard or interfere with views: b. Could light glare p p • 4 c. What existing off-affected geographic area sources of light or glare may affect your propo al? /me— d. Proposed measures to reduce or control light and glare impacts, if any? /YOs1 t 12. Recreation a. What designated and informal recreational opportunities are in the immediate yicinity? b. Would the proposed proposal displace any existing recreational uses? If so, describe: r c. Proposed measures to reduce or control impacts on recreation, including recreation opportunities�, // to be provided by the proposal or applicant, if any: ` ent t— 13. Historic and Cultural Preservation , a. Are there any places or objects listed on, or proposed for, national, state, or local preservation registers known to the on or next to the affected geographic area? If so, generally describe. /ye b. Generally describe any landmarks or evidence of historic, archaeological, scientific, or cultural importance known to be on or next to the affected geographic area. c. Pro osed measures to reduce or control impacts, if any: tier/ e 14. Transportation a. Identify public streets and highways serving the affected geographic area and describe proposed,access to the existing street system. Show on site plans, if any. Sr.( ri 145( _cc) . X ,44,c--- as Zeria•n? "1 Jet0-04-/tAlle-/tr b. Is affected geographic area currently served by public transit? If not, what is the approximate distance to the nearest transit stop? yet ( c. How many parking spaces would the completed proposal have? How many would the proposal eliminate? d. Will the proposal require any new roads or streets; or improvements to existing roads or streets, not including driveways? If so, generally describe (indicate whether public or private).n/ c e. Will the proposal use (or occur in the immediate vicinity of) water, rail, or air transportation? If so, generally describe. 0 f. How may vehicular trips per day would be generated by the completed proposal? If known, indicate when peak volumes would occur. Nq 15. Public Services a. Would the proposal result in an increased need for public services (for example: fire protection, police protection, health care, schools, other)? If so, generally describe. b. Proposed measures to reduce or control direct impacts on public services, if any. N. 16. Utilities a. Circle utilities currently available at the affected geographic area: b. Describe the utilities that are proposed for the proposal, the utility providing the service, and the general construction activities on the affected geographic area or in the immediate vtc 'ty which might be ne ed. / L / 0/Vet OAS � Ge � ice" -e--'.jT.—ney C. SIGNATURE The above answers are true and complete to the best of my knowledge. I understand that the lead agency is relying on them to make its decision. < � • S nre; ' 3 94 Date Submi ed D. SUPPLEMENTAL SHEET FOR NONPROJECT ACTIONS 1. How would the proposal be likely to increase discharge to water, emissions to air, production, stora e or release of toxic or hazardous jubstanc, or production of noise? /� /7• p — (•�/�e 7 execa r— da 4 lel, �r°/ 'st r`"Xoz,;to "n/z`r.,._ Proposed measures to avoid or reduce such increases are: A/4 2. How would the proposal be likely to affect plants, animals, fish or marine life? /VP Proposed measures to protect or conserve plants, animals, fish or marine life are: "4 3. Hows Swould the proposal be likely to deplete energy or natural resources? Proposed measures to protect or conserve energy and natural resources are: 4. How would the proposal be likely to use or affect environmentally sensitive areas or areas designated (or eligible or under study) for governmental protection; such as parks, wilderness, wild and scenic rivers, threatened or endangered species habitat, historic or cultural sites, wetlands, floodplains or prime farmlands? 'VI • • Proposed measures to protect such resources or to avoid or reduce impacts are: NA 5. How would the proposal be likely to affect land and shoreline use, including whether it would allow or encourage land or shoreline uses incompatible with existing plans? t, lerci,cS/a-C Itietea f �/1 / -e/�•Sl�Y7s set t—.J'� Ygt�TCte� hi its A pen4:0"G genre-arty l'*- �i a/4kers �att;tl�' .'mot 6t�/ttatier C a.AV•� /sel.•T." Sat r�roua-� .f.'�.N a-t.se;. • Proposed measures to oid or reduce shoreline and land use impacts are: a /%Ottc 6. How would the proposal be likely to increase demands on transportation or public services and utilities? A/ort Proposed measures to reduce or respond to such demand(s) are: 3/474 7. Identify, if possible, whether the proposal may conflict with local, state or federal laws or requirements for the protection of the environment. _ < anal,•/Ca t /� ....7 eo++-yOv't y..)-rt__ nneay. of• e.uHt c.t < 1 Ks .br `.:, arraCHMENT � Y F - 4 f • �A h 4 r- J 4� � . t Az ` . • E n .-. r �. .�: x'txG ,.t y .{IKS t i � to+ t J a4 rY x lri nf_{ k i �7 Fry3" + ' aitTc4 „>Fi M � q -� Ntk k1+ nke, ;l+rn $ SI{ nv } ' 6sf h H '4ran wu; r4 �,y +nPJ� E 3 '4,s, `, 3 � pf �'al- . x„ nft Na*9.1-;.; •e,1W ii4.,. � fc y: S� L�5 sF Ff �t 4m4 i S -tix t 4f "rA if lhai _ �� yN Z r l * Y ma r' t � t e` 2 F tSft" ,m 5. ar r,w' .xz t ' S 4:a Fntirt=sd+.1 V: .. , A tgfi .4'' ,r,, The Chair then opened a public hearingon a rezone application request byDakota Creek ' ' ° s I. r i a ," r'"-' Industries to rezone Block 4, Plat of Anacortes, from pCentral Business District to Light 4i ' r' .''a Manufacturing. The Planning Director introduced Findings of Fact, Conclusions of Law, and a ,nt y'a ' '" to I. recommendation to approve the rezone as requested. Mr. Jack Wyatt testified that he lived in an ,; r .. adjacent residential area on "V" Avenue and that sand blasting from the shipyard was intruding r ,:4- �r 5�N',M ' into his residential area by introducing levels of noise and dust at unreasonable levels. He stated , r i r$1-1 that this problem needed to be addressed and that current zoning was not being properly adhered ,,.4. '�:s �;�� r"''41 to. Mr. Don Yankecy testified that this proposed rezone would further the public good and `, fry°yu ;= l tx *" r" recommended approval. Mr. John Macauley testified that the shipyard was an asset to this i-t / : '4y community and recommended approval of the rezone request. Mr. John Killingsworth, a k.a},,.' r : , spokesperson for Dakota Creek Industries, described the uses that were currentlyoccurringon z , < ;a� .;.,:z,, x .` the property proposed for rezoning. Mr. Don McKee submitted Exhibit 24 in support of the x ; $ aI "' proposed rezone.The public hearing was closed. r. 4 ' „, ` After discussion, Commissioner Hasty moved that the Planning Commission recommend this l ,,„? . ' „.; rezone request proposed in the staff report. The motion was seconded by Commissioner Leming ,, , - 'I" 1,,,- _ and passed unanimously. =10.0�d . �' fl .� q>'�' 4 ss *�ucw l ytt: f Y; ti • �-re4£+. . 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'' d _ � J F 5 .r kd�a3 ® `c ;, <4} _ K r -�k-nf 4'4;10,- 4-�� # -+t J i'' J`2 4; 1� at' FX µ4, �ry�, xt�, r r - s I t�',k,t 9-. _ ,� r f-�A �Prfv,_ � r ', " M xs�"4�fi' l. t ' 4 , 1R AK d of als # I n ! Rr : 1 y r - .Yti.s t ; 4r jt y ''s + t J ' eS- v $ g - 1N1 iP t 5 ? u 4r �' +, - n 1J i t gf riFili _ k ` i 1Or.-iAet�st f >.»s . " i maR 7 r 4%kelePV 0,1 rzx , f �- . - , 5 rI 1 y f > . ,11 } rr J - _ ",,, vrf A i ->f 6 J L+ i few H i I-. , r ° 4 " .@ 5+g,r, { e . s tic ti ? g _ c ': ... fin,- :Pt eat,".'" i,$ h "� s. rfl. j c ! ''- ; r : -t r ,tau �.+�iti t� J„te - i Jr --4 r r :'S J, ! t'`"'..- t r - ' • I _ rt } ,, +-- ,", . s:£Pt;C i''• '. ,5 ;g 1 �v"h 4 "kir;rat 1!v { ' t r 3 �`r 1 a r r >°& ':,a9,'yi,f W`% 't s �.l L".� Rau Y, i'� e;4 i^�` �" k£! w rj { -`� ft3 ���� xYr, M1� ^x - 3' 3 ! r'' a� '#f�t �aX' a +M r Se fil .b.R x.. t d° ' M1t `14,, - m,w4 k: p,��St+#.a�:.=43' <t a3at till 1, } xn t'� .rh 9R s v ? a,k S .rc�s`u g� kt r',µ - zl.».' ht aZk4f .n r-: 34 t }S3t uL 4 A tit ,'tea. .s 4'a' J ��5..X5' J Urt„$, 'E uP` x s x.+" r ry S-+ ,5� �^' '`-� E � x4+r>s C,3 y,'C^S zy�hK" vti•r 'fiY5"�`k"�f �9 v . �Iit =J y, it ., ,� rr - _y �"'-,w '^`nwat Y. w f r s,,Y a3 5 a r 1 . r ! z i. n xr XSy, "` �' A,e , r s d ;s x e >fi r i 1,f ri n ffltt �. :4 t toy f`v z, i 'i'n s� 't'a'JSr ' 5'"t. r 'k a +Sow le- fi„ f -- f - Ly - ,Ck?r� t .F r-„- ,.Yr,"+ `N 4"'' 'r G1`t Y Off, City of Anacortes Permit#: BLD-2002-8146 904 6th Street P.O.Box 547 Issue date: 09/27/2002 19' '0i' Anacortes, WA 98221-0547 Expire date: 09/27/2003 tt' kit : �lif / (360)293-1901 :9L,Og�..,c Job Address: 820 4TH ST ANACORTES WA 98221 APN: Permit Type: Grading Permit Project: Remarks: Excavate and remove contaminated soil from site. Applicant: PORT OF ANACORTES Owner: PORT OF ANACORTES Address: Address: Phone: 299-1806 Phone: Contractor: Addressr: Phone: License#: General Information: Fees: CUBIC_YARDS 2400 Grading Plan Review Fee 49.25 Grade and Fill 223.50 Total Calculated: 272.75 Deposits/Receipts: 0.00 Total Due: 272.75 i • i . . - .4 3 9 4 . . - . i 1 . 4 3 j a )a, - - . n,,i to v J a 3 ;4 a 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 APPLICATION IS ISSUED OR AN AUTHORIZED AGENT OF THE OWNER. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT,INCLUDING CALLS FOR INSPECTIONS. t,,, ^ J {Th • Applicant Signature Issued by PAGE 1 OF 1 BUILDING PERMIT CITY OF ANACORTES PERMIT NO.: BLD1999-00101 P.O. BOX 547 APPLIED: 99-06-04 ANACORTES,WA 98221 ISSUED: 99-06-04 (360)293-1901 EXPIRES: 00-06-04 SITE ADDRESS: 820 4TH ASSESSOR'S PARCEL NO.: 3772-004-013-0007 PROJECT DESCRIPTION: Range Hood System OWNER CONTRACTOR DAKOTA CREEK AAA FIRE &SAFETY 3013 3RD AVENUE N SEATTLE,WA 98109 Primary Phone: Primary Phone: Phone 1: Phone 1: 800-223-3473 License#: LIC AAAFIS*1140DS TYPE OF WORK: ADD AREA VALUE: $ 500.00 TYPE OF USE: COIN LOT: sf REQUIRED SETBACKS: CENSUS CATEGORY: 1ST FLR: sf — ZONING: ? FRONT: ft 2ND FLR: sf Occupancy Groups BASEMENT: sf SIDE 1: ft GAR/CARPORT: sf SIDE 2: ft 1. 2' OTHER: sf REAR: ft 3: 4: REQUIRED PARKING Construction Types NUMBER OF UNITS: TOTAL: 1: 5N 2: STORIES: HANDICAPPED: 3: 4: BUILDING HEIGHT: ft COMPACT: IMPRV SURF: sf FEES NOTES: Type By Date Receipt Amount PRMT MRD 99-06-04 10161 $18.75 STBC MRD 99-06-04 10161 $4.50 Total: $23.25 I hereby acknowledge that I have read this permit and state that the above information is correct, and agree to comply with all ordinar?ces and state and federal laws regulating activities covered by thispp mit. Issued by Applicant or Owner's Signature CONDITIONS OF APPROVAL: 24 Hour Notice Required For All Inspections CITY OF ANACORTES BLDG. ❑ PLUMBING ❑ MECHANICAL ❑ PERMIT N° S"7_ Telephone 293-5173 ` ANACORTES, WASH. DATE l �� ,A 1 19e'`7 PERMISSION IS HEREBY GRANTED TO: OWNER J JG kr, ? 1 STREET ADDRESS j LOCATION WHERE WORK IS TO BE DONE CONTRACTOR IA TO ERECT ❑ INSTALL A] OR REPAIR ❑ IN THE FOLLOWING MANNER: Iy+ A-. /'. ' ./C, A- PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WEREWERE NOT ❑ SUBMITTED ❑ WORK TO BE DONE BY OWNER ❑ CONTRACTOR ❑ RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: TYPE APPROXIMATE VALUE PERMIT FEES OF WORK • ISSUING BUILDING GAS PIPING PLUMBING AND W.S. SEWER CONNECTION INSP. MECHANICAL f ~ _ a PLAN CHECK FEE MISC. TOTAL v 0.0 LEGAL DESCRIPTION l CITY I SPECTOR INSULATION CERTIFICATE 11992 Job Address ALLEN CONSTRUCTION 4TH & 0 POST OFFICE BOX 1903 ANACORTES MOUNT VERNON, WA 98273 ( ADDITION ) EXTERIOR WALLS Tyge of Material Manufacturer Thicknee,g Sg Ft Covered R Value Width R-19 6"x23"x90" KRAFT 071.88 OC OWENS-CORNING 6.25 1095.00 19 23.00 Total Sq Ft Installed: 1095.00 BLOWN CEILINGS Ine_2f_ltgteEiAl Manufacturer Thickpeas :_Bags !at!T+ag SS_Et_Gpuered fi_Val9e STANDARD BLOWING WOOL N25.74 CT CERTAIN-TEED 13.75 72.00 25.70 2568.00 30 Total Sq Ft Installed: 2568.00 Remarks: Subcontractor: Sono-Therm Insulation, Inc. Contractor's Registration :: SONOTI*26400 %•fOR INSPECTIONS CALL: OITY OF ANI CORTES PERMIT N4t 8156 293.1901 /BUILDING PERMIT .24 Hrs. Notice Requested Site Address 818-4th STreet NAME(OR NAME OF BUSINESS) Dakota Industries PLUMBING MAILING ADDRESS NaTYPE OF FIXTURE ORITEM FEE P24-4th Street CITY TELEPHONE NUMBER Water Closet $ , ' Anacortes, WA 98221 293-9676 Bathtub NAME Lavatory Shower ADDRESS Kitchen Sink Dishwasher • CITY TELEPHONE NUMBER Laundry Tray Clothes Washer NAME Water Heater • Owner Urinal ix ADDRESS Drinking Fountain I Floor Sink or Drain CITY TELEPHONE NUMBER Slop Sink u Water Piping , STATE LICENSE NUMBER CITY LICENSE NUMBER • ❑ Residential D(Non-Residential PERMIT $ ❑ New ❑Add ❑ Alter © ,. TOTAL,FEE $ ❑Building 0 Plumbing CbMechanical !3IECHANICAL ❑ Sign ❑ Demolition ❑`Other ❑aGAS ❑ OIL ❑ ELECT. ❑ OTHER Legal Description of'Novelty or Mix Account Number Na TYPE OF EQUIPMENT FEE Lot Block 28 of Original Plat Air Cond. Unit $ Refrigeration Unit— HP Boiler— HP ' - • Forced Air System,— BTU/KW Describe Work ` Floor Furnace ` Repair damage to gas piping. Wall Heater Unit Heater ' Clothes Dryer Occupancy Use Ventilation Fan ! ❑ Single Family Residence ❑Multi-Family Residence Range Hood • OROffice O Retail ❑ Storage ❑ Church Air Handling Unit— CFM ' ❑ Restaurant 0 Other Pre-manufactured Stove or Fireplace NOTICE 1 Gas Piping 3.00 This permit is issued by the Building Official and,under the provisions , ' of the Uniform Building Code,shall expire by limitation and become null and void if the building or work authorized by such permit is not com- PERMIT $ 15.00 9 menced within 180 days from the date of permit issuance,or if the building TOTAL FEE $ or work authorized by such permit is suspended or abandoned at any time 18.00 after the work is commenced for a period of 180 days. TOTAL FEES VALUATION FEE By affixing my signature, I hereby certify that I am the owner of the property for which this permit is issued or am an authorized represen- Building $ tative of the owner. Plan Check 0,O0 All provisions of laws and ordinances governing this type of work will Plumbing be complied with whether spec' ed herein or not,including routine calls Mechanical t 8.00 ' for inspections. riton n moli ergy Surcharge Ij ` ' *nature of Owner or Authorized Agent (Date) State Surcharge l . •+ Street Setback Side Yard Sethack Rear Ma Setback Other . !, TOTAL $ 12.00 FF Use Zone Occupancy Group Type of conm. Conditions: Gr Lot Area a Vaunt Site Dwelling Units 1 ❑Yes O No 1 • 'Fire Sprinklers Required No.of Stories Bedrooms Occupant Load 7f'-. ❑Yes ONo Size of Bldg. Plans Checked By: i WHEN SIGNEDAND DATED BELOW,THIS I YOUR PERMIT Panne don la hereby given to do the above , 1,., pork accent*to the condition harem and aeerNiog to the approved plane and " pedal:can' anbject to ' complains with the mdimmw of the CITY r',/I ACMES. Permit Issued By �,�„L-�"' 08/34/94 :eliding Official (Date) . Edwin Frank PERMIT Ne 8/56 0 FOR INSPECTIONS CALL: ,QITY OF ANACORTES PERMIT ;k2 7628 • 293491M BUILDING PERMIT 24 Hrs. Notice Requested _ Site Address 820-4TH Street NAME(OR NAME OF BUSINESS) PLUMBING Dakota Industries MAILING ADDRESS Street ESS �� 820-4thNo. TYPE OF FIXTURE OR ITEM FEE CITY TELEPHONE NUMBER Water Closet $ Anacortes, WA 98221 293-9575 Bathtub NAME Lavatory r t Shower ' E ADDRESS Kitchen Sink ce Dishwasher ' a CITY TELEPHONE NUMBER Laundry Tray Clothes Washer NAME Water Heater a Northsound Landscaping Urinal • ADDRESS . Drinking Fountain 3710 F i da l go Bay Road Floor Sink or Drain CITY TELEPHONE NUMBER Slop Sink u Anacortes, WA 98221 293-4236 1 Water Piping 2.00 STATE LICENSE NUMBER CITY LICENSE NUMBER NORTHSL213JA 421 ❑ Residential EX Non-Residential PERMIT $ 3.00 ❑ New ❑Add ❑Alter ❑Repair TOTAL FEE $ 5.00 ❑Building IX Plumbing 0 Mechanical MECHANICAL ❑ Sign ❑ Demolition ❑ Other 0 GAS ❑ OIL 0 ELECT. ❑ OTHER Legal Description of Property or'lhx Account Number ` No. TYPE OF EQUIPMENT FEE Lot Block 26 of Original Plat 3772-0264 AirCond. Unit $ ;,; Refrigeration Unit— HP — Boiler— HP . • Forced Air System— BTU/KW ; Describe Work . Floor Furnace Install landscape sprinkler system Wall Heater with atmospheric backf l aw Unit Heater pravwnter _ Clothes Dryer Occupancy Use Ventilation Fan ❑ Single Family Residence 0 Multi-Family Residence Range Hood i, ❑ Office , ❑ Retail ❑ Storage ❑Church Air Handling Unites CFM ❑ Restaurant Gpl Other _ Pre-manufactured Stove or Fireplace NOTICE Gas Piping • This permit is issued by the Building Official and,under the provisions of the Uniform Building Code,shall expire by limitation and-become null . ;'. and void if the building or work authorized,by such permit is not com- menced within 180 from the date ofPERMIT $ days permit issuance,or if the building TOTAL FEE $ or work authorized by such permit is suspended or abandoned at any time after the work is commenced for a period of 180 days. TOTAL FEES VALUATION FEE . By affixing my signature, I hereby certify that I am the owner of the Building $property for which this permit is issued or am an authorized represen- tative of the owner. Plan Check C 00 Allprovisions of laws and ordinances Plumbing governing this type of work will 5.00 Mechanical ' be complied with whether specified herein or not,including routine calls for inspections. Sign .....el Demolition Energy Surcharge Sig or ar or Aomor Ageat (Due) State Surcharge Street Setback Side Yard Setback Re w,d SePoecp Other / TOTAL $ F _n0 4. use zone Occupancy Group ryFe of l:onat. Conditions:• . Lot Area Vacant Site Duelling Until ❑Yes ❑No . Fire Sprinklers Required No.of Stories Bedrooms Occupant Load - ." • ❑Yea •O No . Size of Bldg. Plans Checked By: woo SIGNED AND DATED BELOW,THIS o YOUR issour Prm ai is hereby given to do the above deaaWd work according to the conditions • - berme and acco ding to the approved plans and Wet pertaining thesis,subject to compliance with the ordinances of the CITY OF Permit Issued By c� A , 02/09/90 a wog (ate Edwin Frank PERMIT era 71i23 zk. Ga/i .1/47 (5=") l NcLA.- ----_- 1' curt • � 5)/U/..a5 ,foh.4.( �lwL /r4 Cyr c p. er 1 € t I' Mi`�w c//Lcc/cc.7 --�- - �A'S 1 10,47 lW y ceoca i sacGe j_ lea 12 csd cu a c- otv c�-0( Ae- s� 4 etc Y7 .ern 8 tr cji to 00 M M I tq rkt D. c) FDP a ro V e Y 'Eow; CITY OF ANACORTES BLDG. ❑ PLSIVISING ❑ MECHANICAL 0 !OMIT 6 2 t 5 Telephone 293-1901 ,�1 Anemones,WA Date ; / i..a ) 19'ri PERMISSION IS HEREBY GRANTED TO: OWNER -- . ' r.",% STREET ; .+ ADDRESS 1 �f Location where work is to be done CONTRACTOR f ry . TO ERECT ❑ INSTALL ❑ OR REPAIR ❑ IN THE FOLLOWING MANNER: A j s: - / -"& > w PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WERE NOT —SUBMITTED WERE ❑ WORK TO BE DONE BY OWNER CONTRACTOR 0 RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: APPROXIMATE VALUE TYPE OF WORK nor FEES State Building Code:Surcharge State Energy Study Surcharge Building Plumbing and W.S. • Mechanical Plan Check Fee --�fF: J J -C�.s f..Jc! a s..". {p Ud TOTAL LEGAL DESCRIPTION L- .r J / 7F ` ' C 4 c •, CITY INSPECTOR e . CITY OF ANACORTES BLDG. O PLUMBING 0 "MECHANICAL 0 PERMIT at. Olt- _ Tetephooe 2935173 /1�/ ' I. ANACORTES,WASH. DATE ! IZ tC• y/ t9A' t. , PERMISSION IS HEREBY GRANTED TO: OWNER b°Tc fro 'r-,� i A T. eil 1' ADDRESS / 8 i6 t) i . ADD ANON 'A7NON WHERE WORK IS TO BE DONE - 1 r ff CONTRACTOR et,1r f l mro,4'°r7 '4/$, i/& tO ERECT Q INSTALL`RI OR' REPAIR 0 ,, IN THE FOLLOWING MANNER: 46 %yt A. e= ei/e-,4 F rett r'Y1 e c E // s pir irg , - ✓ ,I l t PERMIT EXPIRES ONE YEAR FROM DATE ISSUED PLANS FOR CONSTRUCTION WEREWER€ ❑NOT ❑ SUBMITTED k WORK TO BE DONE BY OWNER ❑ CONTRACTOR 0 -' RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: !° TYPE APPROXIMATE VALUE PERMIT FEES OF WORK 1 ISSUING 4 I BUILDING GAS PIPING a , PLUMBING AND W.S. - SEWER CONNECTION INSP. MECHANICAL /8 tt' i I- PLAN CHECK FEE MISC. 0 41 TOTAL 36 40 LEGAL,DESCRIf'TION I A . 'r 'eV 1 , CI TOR 0 CITY OF ANACORTES BLDG. ict PLUMBING 0 MECHANICAL 0 PERMIT ' Telephone 173 t`� !0 9 ✓ ANACORTES,WASH. DATE 19ag t e v PERMISSION IS HEREBY GRANT?��T� OWNER ET (sJ Q�.!"' 6_4_w.hla • ADD ESS CS " O 4i S 1 LOCATION WHERE WORK IS TO BE DONE CONTRACTOR ` TO ERECT g INSTALL ❑ XEPAIR ❑ `4 • IN THfpIFOLt 1 G MAN N' NER: - P`� .E „AThr. Ote. . V 1 PERMIT EXPIRES ONE YEAR FROM DATE ISSUED t t PLANS FOR CONSTRUCTION WERE ERE C SUBMITTED WORK TO BE DONE BY OWNER jid CONTRACTOR 0 RECEIPT OF FEES IS ACKNOWLEDGED AS FOLLOWS: ! TYPE APPROXIMATE VALUE PERMIT FEES OF WORK { ISSUING ',. BUILDING tg GAS PIPING lOOa no o ` ®n J PLUMBING AND W.S. a SEWER CONNECTION INSP. MECHANICAL PLAN CHECK FEE MISC. TOTAL to o o m I o, LE_G DESCRIPTION + y ! / p3, r,�} t �� � V � '1✓�, L° P `"1 4�T I I PITY f ICDCPTno Address P.)2) , Legal Description „fj // f /3 L/ Ay %ht- r u / Assessors Account No . Permit No. Date Description Date Finaled 740 Me-r _ / '/s_ .77i/3 7/7/7 a l/a/ :Tr £ = pipti)7 z4)2 7-, /1/4ya Aczef-,_5: 397 � !/ �in-/87 > /D,"diem luf f• C l- 7eAtir 4.C7+ rA I`✓ft"U 4Cos att.' of lcwa - LC Fa- 6 an 7miv Ef4lc:f'fl. lad/5- 314'/ 7 770 1