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HomeMy WebLinkAbout131 W DIVISION_066795_2026 - )INSPECTION REPORT% } oiIN � N G 1' Permit No.: D to — b79.E LotAddress: / 3 i w D , ,s,Contractor:O,�O Owner: Date: ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION M CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. ass / co 2►i,�,�1.r�a . Inspector: — Date: /Z—&---oL TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in P__F�Lt Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPOF G1't Y p� Permit No:_Q4-(o-7 Date: O U•� Address/Lot No: \, W-`*b'w%51!Z q �jT Contractor:: " �kvol � 11-go 9��lNG�O Owner: lV1H__'tiZ�.SQ�1 Supervisor: Ak1 _,S QA cafkk SoVL� Approval '1e7\'\? , ❑ Correction Required ❑ Corrections listed below MUST BE MADE before work can be approved ❑ Please contact inspector ❑ Was not able to perform inspection ❑ Call 360.435.0674 for re-inspection -24-hour notice required 1 Inspector: A--`�y� Date: TYPE OF INSPECTION REQUIRED TESC STORM DRAIN ROAD LANDSCAPING ❑Slit Fence Pipe ❑Sub-grade ❑Irrigation ❑Check Dam 4bCtch Basin(s) ❑Rock ❑Soil ❑Inlet Protection anhole(s) ❑Curb&Gutter ❑Fertilizer ❑Temp.Sed Oil Seperator(s) ❑Sidewalk ❑Bark ❑Sheeting Aown Spouts ❑Approach(s) ❑Plants ❑Straw U Trash Rack/Overflow ❑ATB ❑Trees ❑Seeding U Restrictor ❑Cl.B Asphalt ❑Root Barriers A"'Va"I U Level Spreader ❑Striping A lay Equipment Nnfiatmion ❑Signing inal /ap"""Lt^�infiltration Minal wW_"",`1,�, INSPECTION REPOF G1T Y �� Permit No: �-(0`7��� Date:,A1e)ii./;?.21�� Address/Lot No: �,1 �ti1 ��y►c lht�� � � Contractor: jN G�O� Owner: _ c Supervisor: 11 - , AA Approval-Iry , ❑ Correction Required ❑ Corrections listed below MUST BE MADE before work can be approved ❑ Please contact inspector ❑ Was not able to perform inspection ❑ Call 360.435.0674 for re-inspection -24-hour notice required E.� � Inspector: Date: TYPE OF INSPECTION REQUIRED TESC STORM DRAIN ROAD LANDSCAPING ❑Slit Fence r46Pipe ❑Sub-grade ❑Irrigation ❑Check Dam atch Basin(s) ❑Rock ❑Soil ❑Inlet Protection iAanhole(s) ❑Curb&Gutter ❑Fertilizer ❑Temp.Sed ;WOII Seperator(s) ❑Sidewalk ❑Bark ❑Sheeting �'bown Spouts ❑Approach(s) ❑Plants ❑Straw ❑Trash Rack/Overflow ❑ATB ❑Trees ❑Seeding ❑Restrictor ❑Cl.B Asphalt ❑Root Barriers dal ❑Level Spreader ❑Striping iJ Flay Equipment ,--IrTreatment ❑Signing pQ Final tAp`(_ Onfiltration Final ( ` A/ v7 INSPECTION REPORT ii ?' Permit No.: 0&6 7,)r Lot #: Address: r 31Contractor: ,4 u s AsoN sO Owner: G Date: iI_ z-D 4, ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED listed below MUST BE MADE before work can be approved. X— Corrections Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. U e7vr (A hi- -r- s ! *-)5 rw- — A--Q nz S/j e! tiL ,l! I DYL. Sri r-"'-nti Ste_ c,J A-L— P L4,�,r /Apyr6x_, r= T=r t x E-ftas B„3 Inspector: Date: //Z—0 TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in 'K Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: �'•: �+j— '- INSPECTION REPORT ji ?' Permit No.: o(. (o�9S_ Lot #: Address: 13, wContractor: a►� � s�� pa Owner: � Date: 7-5-0 APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: �L� f Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing :1z. Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT i;IN ?' Permit No.: r 71,51Lot #: Address: t1l. Xljyis•cPq S`J"_fContractor: -') & Owner:� Date: - CJ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. �rC1IyJ o Inspector: Date: "•� ' TYPE OF INSPECTION REQUESTED ❑ Under-floor X,ff Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage Insulation ❑ Other: .14, --)INSPECTION-)INSPECTION REPORT �ti1N GTO Permit No.:0 6 2q S-Lot#: Address: Contractor: �b4A �s ,SD Owner: �Y N 1C' Date: ❑ APPROVAL '�, PARTIAL APPROVAL ❑ VIOLATION r&CORRECTION REQUESTED "Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. < A, Fif, Vy �` L`' f.�•h 4' G� /LLP r ty r-e%/Y , / Inspector: Date: _(Q '��'C?,r, TYPE OF INSPECTION REQUESTED ❑ Under-floor 21k Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove M Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT 4ti1N GTO permit No.: 06 (o-79s- Lot #: Address: 13 r w b V'.s Contractor: SPA O Owner: 08t-= _56-+-.vc,us IN Date: 6—I i —o ❑ APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION CORRECTION REQUESTED Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. (JkCALL 435-0674 FOR RE-INSPECTION -24 hour notice required. Al" i IJ tPr'-L- b gibe.Cal, n t ,,11l� 1.AjSecZ4'7�;r.J a S IdL 7 7, Iy ►� L A�l.�, --�o ,.S T ff�N�t'Yt-s_ F� +-L r�?'LZ. r%�r«i .mac% N+/4JV�t r t7'1 1C. SPrzS Inspector: Date: 6 -12_-04 TYPE OF INSPECTION REQUESTED ❑ Under-floor (d Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: q INSPECTION REPORT ¢ti1N GTo Permit No.: Ub (o'7g5- Lot #: Q' Address: 13 t w ,;D L V I s; a"i Contractor: PA u O Owner: INC',S Date: ❑ APPROVAL A'PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. lOYf�l cr 'w G?CC p Ll O✓Apt- Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping ❑ Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid iK Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: INSPECTION REPORT iIN NGT Permit No.: egu Lot #: Address: i5I w 6Contractor:Owner:G� Date: `y-U-aLO ZL APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUESTED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ Please contact inspector. ❑ Was not able to perform inspection. ❑ CALL 435-0674 FOR RE-INSPECTION - 24 hour notice required. Inspector: Date: TYPE OF INSPECTION REQUESTED ❑ Under-floor ❑ Framing ❑ Gas Piping qx Footing ❑ Drywall, Nailing ❑ Consultation ❑ Foundation ❑ Shear Nailing ❑ Groundwork ❑ Mechanical ❑ Grid ❑ Struct. Slab ❑ Wood Stove ❑ Rough-in ❑ Final ❑ Masonry ❑ Drainage ❑ Insulation ❑ Other: City od :1t IA\1:'1'11 O j NOTICE and Inspection Report /l E Address Contractor Y Owner �7 1 Requested by - ��i � `� `��l /,7��'•c:. � TYPE OF INSPECTION/REQUESTED ❑ BLDG: Pmt. No. > / ❑ MECH: Pmt. No. ❑ PLBG: Pmt. No. I ❑ Footing ❑ Framing I ❑ Foundation \❑ Drywall Nailing Final ❑ Concrete Slab ❑ Rough-In / ❑ Fireplace and Chimney ❑ Furnace ❑ Other I-1 APPROVAL ❑ PARTIAL APPROVAL ❑ VIOLATION ❑ CORRECTION REQUIRED ❑ Corrections listed below MUST BE MADE before work can be approved. ❑ APPROVED FOR OCCUPANCY subject to certificate of occupancy. ❑ -Work listed below has been inspected and approved. ❑ Please contact inspector and arrange for appointment. ❑ Was not able to perform inspection. ❑ CALL 435.5785 FOR REINSPECTION —24 hour notice required. I � t Inspector p - Date I was present during this inspection. CITY Cif= C4FRL— I tlC3-FUr4 CC73114SIT" FtUCT I C31V "EFtM I -f- F'>EFRM I T IVC3 _ _ (aEa —Eb7'95 Owner: ALL SEASONS STOVE & SPA 131 W DIVISION ST ARLINGTON 98223 Value of Work: IG5, 000. 00 Tay: ID: 004618-006-012-00 Phone: 360. 629. 4720 Describe Work: NEW CONSTRUCTION S �,vklBrC"' '�c ���' r-�5✓d��`'� Proposed Use: RETAIL SALES n y K ' crK r ' Legal Description: HALLER CITY LOT 11--20 (� tAd-e �ldg� ��� Mq� o !f�/Q Cb Job Address: 131 W DIVISION ST NE .ew, Contractor's Name Type Address License# SPANE BUILDINGS INC. GEN 27004 64TH ST. STE 201 SPANEBIL4LJD TOTALS Fee ) J �--- Permit Fee $1, 556. 50 Flan Fee $1, 011. 73 State fee $4. 50 Traffic Mitigations $0. 00 r GNATURE: TOTAL. FEE. . . . . . . . . . . . . . . . . -2, 572. 73 E'REBY CERTIFY THAT I HAVE READ ND EXAMINED THIS AP ICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 K O THE S ME TI' BE UE AND COR- K 'CT ALL P C VI S NS LAWS AND TOTAL DUE. . . . . . $2, 572. 73 O DI ANC DV ' ING "HIS TYPE OF W� K WI ,r. [ LIE WITH WHETH R CIF" ED N DATE RECEIPT # 2 G`�t" NEW COMMERCIAL/MULTIFAMILY 7 o PERMIT APPLICATION N Department of Community Development City of Arlington• 238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3431 • FAX(360)403 3447 THIS APPLICATION TO BE USED FOR NEW COMMERCIAL STRUCTURES AND RESIDENTIAL DWELLINGS UNITS CONTAINING TOWNHOUSES OR THREE OR MORE UNITS.THIS APPLICATION MUST BE ACCOMPANIED BY EIGHT(8)SETS OF CONSTRUCTION DRAWING,EIGHT(8)SETS OF STRUCTURAL DRAWINGS AND CALCULATIONS,EIGHT(8)SETS OF SITE PLANS,EIGHT(8)SETS OF SPECIFICATIONS IF APPLICABLE,THREE(3) SETS OF ENERGY CODE CALCULATIONS,THREE(3)SETS OF THE GEOTECH REPORT.TWO (2)SETS OF THE APPROVED LAND USE PERMIT. f c Name of Project: 4 1 �'(CCL- .0-►'tia j CA_ CL'VJd Project Address:_ 1 6 ( l ( ? • —0(ki I r s (�©�1 �� t C Parcel 1D1i: (�( � -C'1�QJl Y]o Legal Description kee S I I _ �� Ib 1 V R ode tc op Owner: 1"CILWQt,. t y1nc�vt PhoneNumbe Address: Z��/ � ir,-iA-),t htyn4 �QvIG city:06111(!,4) ��S;L111 State: 104- Zip Code: 9 SlZ Architect: Phone Number: Cell Phone: Fax: E-mail: Address: City: State: Zip Code: Engineer.l 'C X-C�1CCLkLO .0 a.y r1 jet c'r Phone Number; Cell Phone: Fax: yrjs` -5 S'�% _E-mail: Address: O,9 F= i•12 f Sl� City:1 ��i riG 4 State: Zip Code: T- � J l General C rttrac�� tiv. J Q VL`0+ Phone Number: b1,/ yS L( I I ? Cell Pho —! Fax: E-mail- Address: City: State: {,t---<6 Zip Code: Contractor's License Number: Expiration: . ` i — 2 col Contact Person: L (-kA O-�Ct�►'Y�CS�v� Phone Number. (<i) ` (oaCf -,-1 Cell Phone: U � � [��.`j Z Fax:�S4,0 '1( a Q_ 34 &?1 E-mail: ' + Address: "r City: f State: 1{,) Zip Code: t4�6a� Z Proposed Scope of Work: f (7., D�/). Estimated Project Value. 1 Dc7 Building Footprint: Occupancy Classification: Type of Construction:1 0 4 F PLGiii AL Number of Stories: h `Z Total Square Footage: ' . d C7 Square/Footage per Floor-- Parking Spaces Provided: ' Q Barrier Free Spaces: — 1 I hereb certify that thePior i formatiorl is correct and that the construction on, d the ccupancy and the use of the above- Wedescri roperty y�l b with the laws,rules and regulation of the Stat ington. Applicants Signature Oate Print Applicants Name RECEIVE FOR STAFF USE ONLY DPI, Z k 7� i1 , r-, /A fq ermit# V Accepted By Amount Received Receipt# M92MT WEB Forms-07 Page 1 of 1 5/05 dwa I Preliminary/Permit Use Mark Spencer POST FRAME BUILDING Arlington, Snohomish County,Washington lr Structural Calculations/Details � �I l ` CcJG� AR �NCU)" `(SIN BUILDING DEPARTMENT APPROVED s DATE 'll fj By 0&� NO CHANGES AUTHOR17.ED RECEIVED UNLESS APPROVED BY THE BUILDING INSPECTori MAR ► 705 Prepared For: Spane Buildings, Inc. Mark Spencer 27004 641h Ave. NW 131 W. Division St. Stanwood, WA 98292 Arlington, WA 98223 (360) 445-4119 Prepared By: Summit Engineers & Surveyors, Inc. 2218 Old Highway 99 So. Mount Vernon, WA 98273 (360) 416-4999 "-�2�S Date: June 24, 2005 SUMOT ENGINEERS 6 SURVEYOR; In ��✓,;s;c� ; �hla�clf /3 Z�°� �,��R �rry �Fw'6w 4 a;SAA.Qj7s-) k�., . . -; �, • � Project Name Project Number Location Client L�/� �SIc��'�11 /�t/,�,_1IC Building Size X � � b tr/Ta/Z F Design Criteria Code 240 3 —T R C- Live Loads Floor Snowy s? Wind NL) �ekiU4Q.c.CF /r47c;7i Seismic Dead Loads Roofs C- ,� Floor Soil Values Bearing Lateral SUNMIT ENGINEERS & SURVEYORS, INC. Calculation Approved By: Date: 6 2 aural Only Seismic calculations Spane Buildings Inc. Mark Spencer Arlington,WA. ff AUG 11- Post frame building Site coefficient Fa 1.00 Table 1615.1.1(1)IBC Mapped Spectral Acceleration Ss 1.25 Figure 1615(1) IBC Max. Earthquake Spectral Response ACC, SMS, SDS 1.25 Equation 16-38 IBC SDS .83 Equation 16-40 IBC Response Modification Factor R 3 Table 1617.6.2 IBC Seismic Weight 14,500 Seismic Base Shear 4,814 Equation 16-56 IBC Fx= 1.2 x SDS i R (Wx) Fp seismic force induced to diaphragm. 5,075 IBC Section 1620.4.3 Fp seismic force induced to diaphragm 4,350 IBC Section 1620.2.5 Critical seismic design force 5,075 Wind loads 11,251 lbs. >Fx=5,075 lbs. Wind controls 1 Spane Buildings Inc. Mark Spencer 131 W. Division St. Arlington, WA. 40' x 60' Monitor style post frame building. 85 MPH Exp. C Wind loads. Per ASCE 7-02 Basic Wind Speed 85 mph. Adjustment factor for Bldg Height(Exposure) 1.00 Table 1609.6.2.1(4) IBC Wind importance Factor Iw 1.00 Table 1604.5 IBC Class 2 Calculated wind load component(psf) 10.6 Pnet30 (min)=10.0 11609.6.2.1 IBC x Adjustment factor for C 1.3 Calculated wind load(wall)MWRS (psf) 13.78 Ps30 (min)=10.0 1609.6.2.1 IBC Calculated wind load(roof)transverse to roof ridge MWRS (psf) - 9.6 Ps30 (min)=10 Adjustment factor for C 1.3 12.48 2 Eave wind loads. Roof diaphragm requirements Projected vertical roof area(SF) 504 Design wind pressure (psf) 12.48 Total roof load pounds 6,290 Wind pressure x vertical area Roof diaphragm design allowable LB per ft 176 Roof diaphragm unit shear 105 Unit shear less than allowable Gable end shear walls Windward wall area sq. ft. 360 Design wind pressure psf 13.78 Windward and leeward wind load 4,961 Total lateral load is 11,2511bs. Gable end 7/16"T 1-11 siding lateral resisting loads. For an unblocked installation has a 125plf capacity. Gable end with the most openings governs. Parking gable end governs. Gable end walls= 12' + 12' =24'x 125plf= 1,500lbs. 11,251 - 1,500=9,7511bs. The remaining loads to be resisted by embedded posts. 10' Tall eave posts. 9,751 x 48%=4,6801bs. W=4,680/ 120 = 39in. M= W x L x L (39) (120)(120) 2 = 2 M=281in.K's Sxx= 12x(6x6)= 12x32 =384 Total section. 384 Fb= M (281) (1,000) Sxx 384 Fb=732 Hem Fir#2 Fb 850 x 1.33 = 1,130>732 Ok to use Hem Fir #2 - 6 z 6 posts for the 10' eave post locations. 3 20' Tall center posts. W= 9,751 x 52%= 5,070lbs. M= 5,070 x 20 = 101,400 x 12 = 1,216,800/ 1,130= 1,077 / 12 =90 Sxx for 6 x 10=91 > 90 Ok to use Hem Fir #2 - 6 x 10 posts. Side wall shear walls Gable end wall wind loads. Windward wall area sq. ft. 680 Design wind pressure psf 13.78 Windward and leeward wind load 9,370 Side wall 7/16"T1-I I siding lateral resisting loads. For an unblocked installation has a 125plf capacity. Gable end with the most openings governs. Both side walls are the same. Side walls =3 l' + 31' =62'x 125plf=7,750lbs. 9,370—7,750= 1,620lbs. The remaining loads to be resisted by embedded posts. 10' Tall eave posts. 1,620 x 34%=551lbs. W= 551 / 120= 5in. M= W x L x L = (5) (120) (120) 2 = 2 M=36in. K's Sxx= 12x(6x6)= 12x32 = 384 Total section. 384 Fb= M (36) (1,000) Sxx 384 Fb=94 Hem Fir#2 Fb 850 x 1.33 = 1,130>94 Ok to use Hem Fir #2 - 6 x 6 posts for the 10' eave post locations. 4 20' Tall eave posts. 1,620 x 66%= 1,0691bs. W= 1,069/240=4in. M= W x L x L = (4) (240) (240) 2 = 2 M= 115in.K's Sxx= 12x(10x6)= 12x54= 648 Total section. 648 Fb= M (115) (1,000) Sxx 648 Fb= 177 Hem Fir#2 Fb 850 x 1.33 = 1,130> 177 Ok to use Hem Fir #2 - 10 x 6 posts for the center post locations. Truss to post connection. Bearing R= 12' x 35psf=420plf x 20'/2=4,2001bs. 4,200/2,280=2 (One'/4 bolt=22801bs.) Use two 3/4" through bolts through a 2 z 6 x 12" compression block. Truss uplift. 13.069psf. 13.069(12')x 20/2= 1,568 Use one 3/4" bolt through truss. 5 Rafter size 10' Rafter span. 10' Bearing span. 25 + 10 = 35x12/2' =210plf. W x L x L 210plf x 10' x l 0' 8 8 2,625 x 12=31,500/ 1,164=27 Doug Fir#2 Fb= 875 x 1.33 = 1,164 Required section is 27 Section for 2 x 12=32>27 Ok to use Doug Fir#2 - 2 x 12. Rafter to post connection. Bearing R= 12'x 35psf=420pif x 10/2 =2,100 2,100/2,280=2 Use one %" bolt through 2 x 6 x 12" compression block. Rafter uplift connection. 13.069psf 13.069 x 12' x 10/2=784 Use one 5/8" bolt through rafter. Roof Purlins 16" on center 12' span. Bending span 11.25' M=(25 + 5.44)x 1.33 x 11.25 x 11.25 /8=652 S= (652 x 12)/ 1,338 = 5.8 Section for 2 x 6 is 7.56> 5.8 Ok to use Doug Fir 2 x 6 @ 16" on center Nail purlins to 2 z 6 truss blocking with four 16d nails. 6 Roof Purlins 24" on center. 12' span. Bending span 11.25' M= (25 + 5.44)x 2 x 11.25 x 11.25 / 8 = 981 S=(981 x 12)/ 1,338= 8.8 Section for 2 x 8 is 13 > 8.8 Ok to use Doug Fir 2 x 8 @ 24" on center Nail purlins to 2 x 6 truss blocking with four 16d nails. Roof purlins are to be connected to the gable end rafters and trusses with a Simpson H2.5 at every purlin. Wall studs. Ok to use Doug Fir studs @ 24" on center for 10' eave and 10 shed roof locations. Ok to use Doug Fir #2 doubled up 2 x 6 studs @ 16" on center for 20' tall center gable end locations. Nail 2 x 6's together with one 16d nail 12" on center staggered. Fasten sill plate to concrete slab with %" x 4-1/2" quick set bolts 4' on center. Fasten top plate to truss with a minimum of one 16d nail twelve inches on center. Post embedment. See attached Enercalc calculations. Eave 10' tall eave posts require a minimum embedment in a concrete filled posthole of 18" x 3.6'. Slab required. Center 20' tall posts require a minimum embedment in a concrete filled posthole of 24" x 4.5'. Slab required. 7 Components and Cladding Pnet=Adjustment factor for building height x Importance factor x Pnet30 = Importance factor= 1 x 1 x Pnet30= Pnet30=Roof slope> 7 to 27 degrees. Building wall zone 5 (corners)= 11.6 + 14.7=26.3psf x 74sf= 1,946lbs 1,946/551bs= One nail every 4"the full length of each corner panel and three out from the corner. Building roof zone 2=6 + 19=25psf x 108sf=2,7001bs. 2,700/ 55lbs=One screw 8" on center at gable end rafter or truss and roof purlins in for the first 3' along the gable end, at the eave and ridge locations. See attached diagram. Building roof zone 3 =7.5 + 30.6= 38.lpsf x 9sf=343lbs 343 /551bs=One screw every 4" on center for the first 3 square feet of roof area at the corner and ridge locations. See attached diagram. Roof dead load for purlin design. 2 x 6 Framing=2pounds per lineal foot. 2.00plf V2"plywood= 1.42psf x 2 = 2.84plf 26 Gauge steel roofing= .3psf x 2= .6 plf. Roof dead load= 5.44plf. Roof dead load for rafter design. 2 x 6 Framing=2pounds per lineal foot. 2.00plf V2"plywood= 1.42psf x 2 = 2.84plf 26 Gauge steel roofing= .3psf x 2 = .6 plf. Insulation.5psf .5 1/2" Drywall 2.08psf x 2 = 4.16 Roof dead load= 10.lPIE 1 Outdoor air requirements per WAC 51-13 Office area= 160sq. ft. / 1,000=.16 x 7= 1.12 or 1x 20cfin=20cfm. Showroom area=290sq. ft. / 1,000= .29 x 60= 17 x 15cfin=255cfm. Display area= 1,800sq. ft. / 1,000= 1.8 x 60= 108-x 15 = 1,620cfin. Bathrooms 50cfm per bathroom. #4 REBAR SLAB . a 0 2'-0" Z e d 3' ° `0 MIN. o e ° o d 4 a A ° a d Q e Ad o a 0 e 0 a a ° 14` POST e 0 rLLt FOOTING TO SLAB RESTRAINING DETAIL (OPTION) N.T.S. s � Mar 31 06 10: 17a Sr a Huldings, Inc. (36r, ?29- i Ak UNG U•(),)Nj fill I Q DEPAMTMENT A;- R0VEp DATE_.7-7- 8Y No CHANGES AU THOT;IZED ® 1 HR FIRE, (1) LAYERS UNLESS P NSP�BY HE 5/8" TYPE X, C' ® 2HR FIRE, (2) LAYERS 2 5m7 5/8" TYPE X. T @ 1 HR FIRE, (1) LAYERS 5/8" TYPE X, BOTH SIDES 0 2HR FIRE, (2) LAYERS 5/8" TYPE X, BOTH SIDES 5r--,_ 12 ® 1 HR FIRE, (1) LAYERS 5/8" TYPE X, 2HR FIRE, (2) LAYERS ' 5/8" TYPE X, ` --w—0 114R FIRE, (1)• LAYERS 5/5" TYPE X. BOTH SIDES 0 v ' —.s@ 2HR FIRE, (2) LAYERS 5/13" TYPE X, BOTH SIDES 5/8" GWB POST WRAP Yl_� q_p� a � CONNECTION DETAIL AT FIREWALLS ATTN: KERRY WENTZ ALL SEASONS SPA & . 'STOVE an hnCUSTOMER: MARK SPENCER p UILDINGS, INC. 131 W DIVISION ST g�o�4►A 96292-a4sa ARLINGTON, WA 98223 DRAWING: DETAIL SIZE DATL: SCALE: I REV 03-31 -06 N.T.S. ,QI DRAWN BY. WIND EXPOSURE: SNOW LOAD: SHEET Page i of 1 FROM :Surnmit Engr and Sury In FRX NO. :360 416 4949 h 29 2-1106 P1 �,�► ngineers & Surveyors, Inc. SUM 41144 Cull;}Go.o61-2377 22 is ow 111ghwoy 99 Xn.,Mount Vemon,Wn.4$273 Phane()60}416-1907 Fan:(1M1)41 ('ivi{,Lind tiwy0ying,5tnwturel,Tr-111tc,PIL1,1W Ptaem t.(; nq.Projeet MGnag.-ten ,rvimtrtr4ll121.Walm system.septic SyMmm.(jcn Nn�ant Annlyx�s ' � n r �:A g�j -��tC7rA ncer roof ventilation calculations All roof ceiling areas require a vapor barrier with a minimum of a one cup perm rating at the warm side of the ceiling.Usc faced ba"insulation,4 mil plastic,or pvg primer with a one cup perm rating. Shed roof locations= 1.200 square feet.1300=4 a total of four square feet of vent area is required for both shed roof areas. 3'wo square feet of area per side.Fifty percent at the eaves and fifty percent at the upper end of the rafter space, 1 Square foot x 12= 1144 square igcihaes of vent area divided by 30-4.8 square inches of vent required at each rafter bey top pad bottom, Roof to wall vent has 9 square inches per`lincaLfoot. Solid bird blocking with three 1-1/2"around holes has 5.3 square inches per bird block. Upper roof ceiling_ 1,200 square feet.1300=4 a total of four square feet of vent area is roquired for both shed roof areas. Two square feet of area per side. Fi13y pcmcnt at the caves and fifty percent at the upper end of the rafter space, 1 Square foot x 12 = 144 square inches of vent area divided by 30=4.8 square inches of vent required at each rafter bay bird block and the bottom and at the roof to wall vent. Roof ridge vent has 18 square inches per lineal foot. Solid bird blocking with three 1-1/2" round holes has 53 square inebes per bird block. Truss blocking must have vented blocks be ch truss, �G STr� S,(�1tti1W �N T 'd LETZ-6Zg (09E] 'ouI rsZuzpjng aueds ec2 :so go 6Z jeW t FROM :Summit Engr and Suru In, FAX NO. .360 416 4949 h' 29 2006 09:20AM P2 ROOf�CCILINQ GONEiTAuCrION HEA4EF1 JOIST/RAFTER (rrP-) JOISTIRAFTEA CLIP ANGLE 4 FT,MAX. f JOIST/RAFTER(TYP.) TRIMMER I'or$It I row=30d.8 Ipm. FIGUIRt FI804.5.10(1) ROOF OPCNINC. z IN.CWP ANGLE wITH FOUR 6CRtw.S rACH LEC BOTH 61OFS i ElUILT-UP HE=ADEA AND TAImmEH JOISTS SHALL OF CONNCCTION 9E SCREWED YOOtTHT=N AT 24 IN.O.C.MAX, ^ THROUGH t6N AND UO I''lOM rLANGE$(TYP.) e a �r o n \ DUILT,UF HCADCR JOICtS SHALL C CONSIST OF A -SECTION IN$IDt A ^ TRACK 5ECTION a SCREWS EACH LEG OF CLIP ANGLE COOTH SIOCC O)'CONNECTION) / MIN.LCNG'fH=JOIST/RAFTEq wES o/ bcp,rH MINUS 112 IN JpISt/RAF7Eq BUILT-UP HCADEA JOISTS SHALL CONSIST pF A C-SECTION INSIDE A TRACK$ECTION for SI;I mch-25.41rml, FIGURE R9o4.3.10p) HEADER TO TRIMMCR CONNECTION 2003 INT61iNATIONA6 RESIDENTIAL COQE+° 251 2 `d LE12-629 (09E) •oui 'sZuzpjng ouedS U62 :60 90 62 uew S V Yh P/0 6e� I- r/oar Sf� -rive x I �v' S� P�4hS n1 WR CONNECTION DETAIL_ OCCUPANCY GROUP M ATTN:KERRY WENTZ CONSTRUCTION TYPE (58) _ C05TOMER: MARK SPENCER - �__ ~^~ L.INGTO VISION 9 T.a n .. 8223 BUILDINGS, INC. ALL SEASONS SPA & STOVES 27004-94th Ave. N.W. Stanwood, WA 9989:-8440 (580)"80-2186 DRAWING: SIZE DA'fc: SCALE: REV _ CONNECTION DETAIL 03-29�.-q� N.T.S. PERMITS WIND EXPOSURE: SNOW LOAD: �v\ SHEET Page I Of 1 T 'd LE12-B29 (09E] `ouI 'sZuipTng auedS e2S :01 90 62 Jew FIRE-RESISTANCE-RATED CONSTRUE i 714.2 Protection of structural members. Protection of col- 3. As required by Table 602 for exterior walls based on the umns,girders,trusses,beams,lintels or other structural mem- fire separation distance. bers that are required to have a fire-resistance rating shall 714.6 Bottom flange protection. Fire protection is not re- comply with this section. quired at the bottom flange of lintels, shelf angles and plates, 714.2.1 Individual protection.Columns,girders, trusses, spanning not more than 6 feet(1829 mm)whether part of the beams, lintels or other structural members that are required structural frame or not,and from the bottom flange of lintels, to have a fire-resistance rating and that support more than shelf angles and plates not part of the structural frame,regard- two floors or one floor and roof,or support a load-bearing less of span. wall or a nonload-bearing wall more than two stories high, shall be individually protected on all sides for the full length 714.7 Seismic isolation systems. Fire-resistance ratings for the isolation system shall meet the fire-resistance rating re- with materials having the required fire-resistance rating. quired for the columns, walls, or other structural elements in Other structural members required to have afire-resistance which the isolation system is installed in accordance with Table rating shall be protected by individual encasement, by a membrane or ceiling protection as specified in Section 711, 601. or by a combination of both. Columns shall also comply Isolation systems required to have a fire-resistance rating with Section 714.2.2. shall be protected with approved materials or construction as- 714.2.2 Column protection above ceilings. Where col- semblies designed to provide the same degree of fire resistance umns require a fire-resistance rating,the entire column,in- as the structural element in which it is installed when tested in cluding its connections to beams or girders, shall be accordance with ASTM E 119(see Section 703.2). protected.Where the column extends through a ceiling,fire Such isolation system protection applied to isolator units resistance of the column shall be continuous from the top of shall be capable of retarding the transfer of heat to the isolator the floor through the ceiling space to the top of the column. unit in such a manner that the required gravity load-carrying ca- 714.2.3 Truss protection.The required thickness and con- pacity of the isolator unit will not be impaired after exposure to struction of fire-resistance-rated assemblies enclosing the standard time-temperature curve fire test prescribed in trusses shall be based on the results of full-scale tests or ASTM E 119 for a duration not less than that required for the combinations of tests on truss components or on approved fire resistance rating of the structure element in which it is in- calculations based on such tests that satisfactorily demon- stalled. • strate that the assembly has the required fire resistance. Such isolation system protection applied to isolator units 714.2.4 Attachments to structural members. The edges shall be suitably designed and securely installed so as not to of lugs,brackets,rivets and bolt heads attached to structural dislodge,loosen,sustain damage,or otherwise impair its abil- members shall be permitted to extend to within I inch (25 ity to accommodate the seismic movements for which the isola- mm)of the surface of the fire protection. for unit is designed and to maintain its integrity for the purpose of providing the required fire-resistance protection. 714.2.5 Reinforcing.Thickness of protection for concrete or masonry reinforcement shall be measured to the outside of the reinforcement except that stirrups and spiral rein- forcement ties are permitted to project not more than SECTION 715 0.5-inch(12.7 mm)into the protection. OPENING PROTECTIVES 714.3 Embedments and enclosures. Pipes, wires, conduits, 715.1 General.Opening protectives required by other sections ducts or other service facilities shall not be embedded in the re- of this code shall comply with the provisions of this section. quired fire protective covering of a structural member that is re- quired to be individually encased. 715.2 Fire-resistance-rated glazing. Labeled fire-resis- tance-rated glazing tested as part of a fire-resistance-rated wall 714.4 Impact protection. Where the fire protective covering assembly in accordance with ASTM E 119 shall not be required of a structural member is subject to impact damage from mov- to comply with this section. ing vehicles,the handling of merchandise or other activity,the fire protective covering shall be protected by corner guards or 715.3 Fire door and shutter assemblies.Approved fire door by a substantial jacket of metal or other noncombustible mate- and fire shutter assemblies shall be constructed of any material rial to a height adequate to provide full protection,but not less or assembly of component materials that conforms to the test than 5 feet(1524 mm)from the finished floor. requirements of Section 715.3.1,715.3.2 or 715.3.3 and the fire protection rating indicated in Table 715.3.Fire door assemblies 714.5 Exterior structural members.Load-bearing structural and shutters shall be installed in accordance with the provisions members located within the exterior walls or on the outside of a of this section and NFPA 80. building or structure shall be provided with the highest fire-re- sistance rating as determined in accordance with the following: Exceptions: 1. As required by Table 601 for the type of building element 1. Labeled protective assemblies that conform to the re- based on the type of construction of the building; quirements of this section or UL 10A,UL 14B and UL 2. As required by Table 601 for exterior bearing walls based 14C for tin-clad fire door assemblies. on the type of construction;and 2. Floor fire doors in accordance with Section 712.4.6. 100 2003 INTERNATIONAL BUILDING CODE® TYPES OF CONSTRUCTION . TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS(hours) TYPE I TYPE II TYPE III TYPE IV TYPE V BUILDING ELEMENT A B Ad B Ad B HT Ad B Structural frame° Including columns,girders,trusses 3h 2b 1 0 1 0 HT 1 0 Bearing walls Exteriorr 3 2 1 0 2 2 2 1 0 Interior 3h 2h 1 0 1 0 I/HT 1 0 Nonbearing walls and partitions Exterior See Table 602 Nonbearing walls and partitions 0 0 0 0 0 0 See Section 602.4.6 0 0 Interiorr Floor construction 2 2 1 0 1 0 HT 1 0 Including supporting beams and joists Roof construction I t/,` I` 11 0 1` 0 HT I° 0 Including supporting beams and joists For Sl: I foot=304.8 mm. a. The structural frame shall be considered to be the columns and the girders,beams,trusses and spandrels having direct connections to the columns and bracing members designed to carry gravity loads.The members of Floor or roof panels which have no connection to the columns shall be considered secondary members and not a part of the structural frame. b. Roof supports:Fire-resistance ralimes of structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. c. 1. Except in Factory-Industrial(F-I),Hazardous(H),Mercantile(M)and Moderate-Hazard Storage(S-I•)occupancies,fire protection of structural members shall not be required,including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any Floor immediately below.Fire-retardant-treated wood members shall be allowed to be used for such unprotected members. 2. In all occupancies,heavy timber shall be allowed where a I-hour or less fire-resistance rating is required. • 3. In Type I and II construction,fire-retardant-treated wood shall be allowed in buildings including girders and trusses as part of the roof construction when the building is: i. Two stories or less in height; ii. Type 11 construction over two stories;or iii. Type I construction over two stories and the vertical distance from the upper floor to the roof is 20 feet or more. d. An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for 1-hour Fire-resistance-rated construction,pro- vided such system is not otherwise required by other provisions of the code or used for an allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2,The I-hour substitution for the fire resistance of exterior walls shall not be permitted. e. Not less than the fire-resistance rating required by other sections of this code. f. Not less than the Fire-resistance rating based on fire separation distance(see Table 602). TABLE 602 FIRE-RESISTANCE RATING REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE" FIRE SEPARATION DISTANCE (feet) TYPE OF CONSTRUCTION GROUP H GROUP F-1,M,S-1 GROUP A,B,E,F-2,I,Rb,S-2,U <5` All 3 2 1 >_5 IA 3 2 1 < 10 Others 2 1 1 >_ 10 IA,IB 2 1 1 <30 1113,V B 1 0 0 Others I I I >_30 All 0 0 0 For SL I foot=304.8 mm. a. Load-bearing exterior walls shall also comply with the fire-resistance rating requirements of Table 601. b. Group R-3 and Group U when used as accessory to Group R-3,as applicable in Section 101.2 shall not be required to have a fire-resistance rating where the fire separation distance is 3 feet or more. • c. See Section 503.2 for party walls. 2003 INTERNATIONAL BUILDING CODE@ B3 IE-RESISTANCE-RATED CONSTRUCTION TABLE 704.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGSa FIRE SEPARATION DISTANCE(feet) CLASSIFICATION Greater Greater Greater Greater Greater Greater Greater OF OPENING 0 to 3e.h than 3 to 5° than 5 to 10dJ than 10 to 15c,d.i than 15 to 200 than 20 to 251•t than 25 to 30°.I than 30 Unprotected perNotedg PermNot g 10%9 15%n9 25%9 45%9 70%9 No Limit itteProtected permitted 15% 25% 45% 75% No Limit No Limit No Limit For SI: I foot=304.8 mm. a. Values given are percentage of the area of the exterior wall. b. Foroccupancies in Group R-3,as applicable in Section 101.2,the maximum percentage of unprotected and protected exterior wall openings shall be 25 percent. c. The area of openings in an open parking structure with a fire separation distance of greater than 10 feet shall not be limited. d. For occupancies in Group H-2 or H-3,unprotected openings shall not be permitted for openings with a fire separation distance of 15 feet or less. e. For requirements for fire walls for buildings with differing roof heights,see Section 705.6.1. f. The area of unprotected and protected openings is not limited for occupancies in Group R-3,as applicable in Section 101.2,with a fire separation distance greater than 5 feet. g. Buildings whose exterior bearing wall,exterior nonbearing wall and exterior structural frame are not required to be tire-resistance rated shall be permitted to have unlimited unprotected openings. h. Includes accessory buildings to Group R-3 as applicable in Section 101.2. 704.10 Vertical exposure. For buildings on the same lot, ap- 4.2. Where roof/ceiling framing elements are not proved protectives shall be provided in every opening that is parallel to the wall, the entire span of such less than 15 feet(4572 mm)vertically above the roof of an ad- framing and elements supporting such fram- joining building or adjacent structure that is within a horizontal ing shall not be of less than I-hour fire-resis- fire separation distance of 15 feet (4572 mm) of the wall in Lance-rated construction. which the opening is located. 4.3. Openings in the roof shall not be located • Exception:Opening protectives are not required where the within 5 feet(1524 mm)of the 1-hour fire-re- roof construction has a fire-resistance rating of not less than sistance-rated exterior wall for Groups R and 1 hour for a minimum distance of 10 feet(3048 mm) from U and 10 feet(3048 mm)for other occupan- the adjoining building and the entire length and span of the cies. supporting elements for the fire-resistance-rated roof as- 4.4. The entire building shall be provided with not sembly has a fire-resistance rating of not less than 1 hour. less than a Class B roof covering. 704.11 Parapets. Parapets shall be provided on exterior walls 5. In occupancies of Groups R-2 and R-3 as applicable of buildings. in Section 101.2, both provided with a Class C roof covering,the exterior wall shall be permitted to termi- Exceptions:A parapet need not be provided on an exterior nate at the roof sheathing or deck in Type III,IV and V wall where any of the following conditions exist: construction provided: I. The wall is not required to be fire-resistance rated in 5.1. The roof sheathing or deck is constructed of accordance with Table 602 because of fire separation approved noncombustible materials or of distance. fire-retardant-treated wood,for a distance of 4 2. The building has an area of not more than 1,000 feet(1220 mm),or square feet(93 m')on any floor. 5.2. The roof is protected with 0.625-inch (15.88 3. Walls that terminate at roofs of not less than 2-hour mm) Type X gypsum board directly beneath fire-resistance-rated construction or where the roof, the underside of the roof sheathing or deck, including the deck and supporting construction, is supported by a minimum of nominal 2-inch constructed entirely of noncombustible materials. roof framin(51 mm) ledgers attached to the sides of the g members, for a minimum dis- 4. One-hour fire-resistance-rated exterior walls that ter- tance of 4 feet(1220 mm). minate at the underside of the roof sheathing,deck or slab,provided: 6. Where the wall is permitted to have at least 25 percent of the exterior wall areas containing unprotected 4.1. Where the roof/ceiling framing elements are parallel to the walls, such framing and ele- openings based on fire separation distance as deter- I • menu supporting such framing shall not be of mined in accordance with Section 704.8. less than I-hour fire-resistance-rated con- 704.11.1 Parapet construction. Parapets shall have the struction for a width of 4 feet(1220 mm)mea- same fire-resistance rating as that required for the support- sured from the interior side of the wall for ing wall, and on any side adjacent to a roof surface, shall Groups R and U and 10 feet (3048 mm) for have noncombustible faces for the uppermost 18 inches other occupancies. (457 mm),including counterflashing and coping materials. 2003 INTERNATIONAL BUILDING CODED 89 sRa--ne . 27004-64th Ave N.W. Michael Brann Stanmod,WA 98292-9446 (360)629-2136 March 16, 2006 All Seasons Spa & Stoves (Mark Spencer) 131 W. Division St. Arlington,Wa 98223 Attn: City of Arlington Addressing letter for January 10, 2006 (David W. Anderson) Re: #1 The construction type will be 5 (B) with a type M occupancy Re:#2 Does not apply Re#3 After reviewing questions with David W. Anderson on February the 7 2006 at the city of Arlington, building will not need to be sprinklered! Re#4 After reviewing the plan carefully, the west side will be 2Hr fire restrictive construction, but the south side is only a few feet of the enclosed section of building is close to property line and will be a lhr fire wall. Please confirm! Re#5 Group occupancy"M" is confirmed and plans have been updated! Re#6 All overhangs have been shrunk 6" to move away from prop line as shown on plans and site map N: VI" . 0 RECEI ED MAR 1 2 r �w-1 PICxiVlil vllilp 00 BUILDINGS, INC. CE iE 27004-64th Ave N W. Michael Brann .fL"���.,•�;�'' D Stanwood,WA 98292-9446 (3610)629-2136 February 7, 2006 MAR 1 I i �OQb All Seasons Spa & Stoves (Mark Spencer) 131 W. Division St. Arlington, Wa 98223 Attn: City of Arlington Addressing letter for January 27, 2006 (David W. Anderson) Re-Non Structural Re: #1 The construction type will be M-511 and has been added to plans Re:#2 Noted: All interior walls will have sheetrock, there will be no exposed insulation! Re#3 Noted: bottom girt will be a min of 6", see construction detal page 2 of 4 Re#4 Noted: ridge vent & roof to wall vent has been added to page 2 of 4. All ventilation calcs will be provided per engineer. Re-Accessibility Re:#1 Noted: "Van Accessible" has been added to the site plan. Re#2 Noted: An 8'-0" aisles access has been added to adjacent 8'x20' min. Handicapped Van Accessible parking space and will proceed to building as shown on updated site plan Re#3 Noted: Sign will be a min. of 3'-5" high and will bear the words (State Disabled Parking Permit Required) Re#4 Noted: In accordance with note#2 & #4, plans have been updated to reflect change. Striped as shown. Re#5 Noted: Plans have been revised and noted to show all doors with lever handled access. See elevations Re#6 Noted: page 4 of 4, note added! Re#7 Noted: Plans have been revised. See bath detail page 4 of 4 Re#8 Noted: Dispensers and receptacles should not interfere! Re: 2003 Washington State Non-Residential Energy Code Re#1 Noted: Building will be heated insulation and glazing has been addressed.Non-Residential energy Calcs have been provided! Re#2 Will be addressed by: Owner will provide NREC energy forms per electrician! Re#3 The glazing U factors for the fixed windows are .35 and for the sliders .36 The solar coefficients for both are .35, windows are Milguard Please let me know if they are sufficient Re#4 Noted: See page 2 of 4, construction detail Re#5 Noted: R-10 has been added to wall section page 2 of 4 Re#6 Calculations have been provided per engineer! Re#7 Will be provided per installer and will meet compliance with section 1531 and table 15-1 Re#8 Same as Above! Re-Structural Re#1 Have been addressed by engineer. See calcs Re#2 Ok as discussed! Re#3 Has been changed to vertical studs Re#4 Detail provided per engineer ,- Y City of Arlington `y Community Development ING O Building Division Memorandum Date: 3-28-06 To: Permit Center CC: All Season Spa and Stove From: Kerry Wentz Subject: Permit# 06-6795 The building submitted for construction must have a minimum of 2-hour fire protection within 5' of the property lines and a minimum of 1-hour fire protection within 10' of the property lines (Table 602 of the IBC). All structural members must have the same level of fire protection. (Section 714.2) With the method of construction proposed for this building (continuous purlins supported by the trusses) the entire building must have a minimum of 1-hour construction. The plans submitted for construction must be revised to reflect these code requirements. 't r -//GYr C off s iv� o� s✓�s�'f v /� January 27, 2006 Permit#: All Seasons Spa and Stove Project: Arlington, Washington Area Act/Allow 2,400 sf/9,000 sf Type V-B 2003 International Building Code Seismic Design Category D Basic Wind Speed: 85 mph Exposure: B David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, Washington 98223 Dear Mr. Anderson: We have completed our review of the All Seasons Spa and Stove building. The plans have been reviewed for compliance with the 2003 International Building Code and the 2003 WS EnergyNIAQ Codes. For questions regarding this review contact CWA Consultants. Please provide two complete sets of the plans with the resubmittal. NONSTRUCTURAL 1. The correct Type of Construction, actual/allowable areas and occupancy should be included on the plans. 2. The plans do not show any interior finish. If none is provided, then the facing of the insulation exposed to the interior must have a flame spread of 25. 3. The minimum clearance from the grade to the top of slab, T1-11 siding and the bottom horizontal girt must be 6". This should be indicated on the plans. 4. How is the roof ventilated? Ventilation should be provided in accordance with Section 1203.2. rr ,'Y, • City of Arlington REQUEST FOR REVIEW FORM NAME: BP #: 06- j Q DATE: RETURN THIS FORM BY: I 7 PROJECT SUMMARY: t -V 11 ,1)/ v L{ c c ry� RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑' COMMENTS P1*tC- 4-s s,iv L- REVIEWED BY tom— DATE u U G1�Y Ur, Department of Community Development Zoning Permit �lING,SO October 18, 2005 All Seasons Spa and Stove Z-05-038 A. PROJECT DESCRIPTION AND REQUEST This is a request for a zoning permit for the development of a 2,400 square foot retail building at the-northeast corner-of-Highway-9-and--Division-Street—The-applicant-proposes-stor-mwater detention facilities, parking, and landscaping in accordance with City of Arlington standards. The site will be served with water and sewer from the City of Arlington. The site is approximately 0.29 acres and is zoned Central Business District 2. B. GENERAL INFORMATION 1. Applicant: Mark Spencer, PO Box 654, Stanwood, WA 98292. 2. Owner: Pamela Simon, 709 Hawthorne Lane, Camano Island, WA 98282. 3. Contact Person: Judy Chapman, 1063 Lightening Way, Camano Island, WA 98282. 4. General Location: The site is located at the northeast corner of Highway 9 and Division Street, in Section 2, Township 31 E, Range 05, WM (Tax I R F C' 1D 006-011-00 and 004618-006-012-00). 5. Address of Property: 131 W Division Street. DEC ,8 2005 6. Description of Proposal: Development of a 2,400 square foot 1.2,"O ul MMIT CENTER 7. Acreage: Approximately 0.29 acres, or 12,633 square feet. 8 Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project Site Central Business District CBD-2 Vacant North of Site Central Business District CBD-2 Multi-family Residential South of Site Central Business District CBD-2 Commercial East of Site Central Business District CBD-2 Commercial West of Site Snohomish County Riverway SnoCo A-10 Farmland Commercial Farmland \\Coaadm in 1\Plan ning\ypage\All Seasons Stove&Spa Z-05-038WII Seasons permit doc Yip; 10/18/05 Page 1 of 6 ,Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 9. Public Utilities and Services Provided by: Water: City of Arlington Gas: Cascade Natural Gas Sewer: City of Arlington Cable TV: Comcast Garbage: Waste Management Northwest Police: City of Arlington Storm Water: On-site Fire: City of Arlington Telephone: Verizon School: Arlington School District Electricity: Snohomish Count Py UD #1 1 Hospital: Cascade Valley Hos ital 10 Public Notification: Per City of Arlington Municipal Code (AMC) §20.16.100, no notification is required for zoning permits except for short subdivisions. Also, per AMC §20.04.130.b, zoning permits that are categorically exempt under Chapter 43.21C RCW (SEPA) are exempt from publication. C. ENVIRONMENTAL REVIEW The proposal was categorically exempt under Chapter 43.21C RCW (SEPA). D. APPLICATION The subject zoning permit application was received by the City of Arlington on August 3, 2005, and the application was deemed complete on August 9, 2005. E. FINDINGS OF FACT 1. Application Process: The zoning permit application was received by the City of Arlington on August 3, 2005. The application was deemed complete on August 9, 2005. Per AMC §20.16.100, a zoning permit is issued by the Planning Manager after an administrative review process. 2 Comprehensive Plan. Zoning and Permissible Uses: The City of Arlington Comprehensive Plan identifies this area as Central Business District, and the subject property is zoned Central Business District 2 per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed use (Use 2.110, low-volume traffic generation sales) is a permitted use. 3. Density and Dimensional Standards: The proposed development complies with the following standards per AMC Table 20.48-4, Density and Dimensional Standards, for the Central Business District 2 zone: minimum lot size (0), width (60 feet), and lot boundary setbacks (5 feet) and with maximum street setback (zero or adjacent to a public sidewalk), building height (50 feet) and lot coverage (100 percent). (NOTE: The required maximum street setback could not be accomplished along the entire frontages of this particular lot because of the unique shape at the corner. However, the building touches both street frontages, which was determined to meet the intent of this section. 4. Non-residential Performance Standards: Per AMC Chapter 20.44 Part III, the proposed development must comply with the performance/operation standards for noise, vibration, odors, smoke and air pollution, disposal of liquid and hazardous wastes, water consumption, electrical disturbance or interference, \\Coaadmin1\P1anning\ypageWl1 Seasons Stove&Spa Z-05-038W11 Seasons permit.doc yjp; 10/18/05 Page 2 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 lighting, and site and building maintenance. Per AMC §20.60.490, every development is required to provide a dumpster; the site plan does not show the dumpster, but the applicant has stated that it will be placed on the east side of the north entry. Prior to approval of the site civil construction plans, the drawings shall be revised to show the dumpster, which will meet this requirement. 5. Design: Per AMC §20.46.010, developments in the Central Business District 2 zone shall conform to the applicable guidelines or standards set forth in the Design Guidelines. On September 9 and September 20, 2005, the Design Review Board reviewed the design of this development. On September 20, 2005, the Design Review Board determined that the revised project meets the required design review guidelines pursuant to the Land Use Code, and a Design Review Decision was issued on September 26, 2005, based on the site and landscape plans submitted August 3, 2005 and elevations submitted September 13, 2005, which meets the minimum requirements. 6 Off-street Parking: Per AMC Table 20.72-6, the required parking for the proposed use (Use 2.110, low-volume traffic generation sales) is 6 spaces at 1 space per 400 square feet of gross floor area (GFA), which is 2,400 square feet. The proposed site plan shows 10 parking spaces, 1 of which is handicap accessible, which meets the minimum requirements. Per AMC §20.72.100, 1 loading space is required for 1,000-19,999 square feet of gross floor area (GFA), because the normal operations require that goods, merchandise, or equipment be routinely delivered to or shipped from the buildings. The proposed site plan shows 1 loading space, which meets the minimum requirements. 7. Screening and Trees: Per AMC Table 20.76-9, no screening is required for the adjacent commercial uses and no screening is required for the adjacent multi- family residential uses because of the alley separation. The required screening for the adjacent streets is Type C, which requires a minimum of 10 feet of Intermittent Screen along all street frontages. Per AMC §20.76.130, a minimum of 20 percent of the vehicle accommodation area must be screened. (Note: Screen types are described in AMC §20.76.040, and suggested planting patterns to achieve the required standards are included in the Public Works Construction Standards and Specifications.) The landscape plan reflects sufficient frontage and parking area landscaping, but not dumpster landscaping, to meet the general landscape requirements specified in AMC Chapter 20.76. Prior to approval of the site civil construction plans, the drawings shall be revised to show the dumpster landscaping. The final site plan shall comply with the requirements of AMC Chapter 20.76. 8. Streets and Sidewalks: The proposed development is located at northeast corner of Highway 9 and Division Street. It is anticipated that this project will add 6 p.m.- peak-hour trips to the street system as well as pedestrian and bicycle trips. The site will be accessed off of the alley at the north side of the property. a. Frontage Improvements - To mitigate safety impacts and provide both vehicular and pedestrian access to the project, AMC §20.56.170 provides that no permit may be issued for a project unless and until all roads on which the project fronts are developed to their full 3/4-street standards. The ordinance provides for various ways for this to happen. In this case, frontage improvements on Highway 9 have already been constructed. \\Coaadmin1\P1anning\ypage\AII Seasons Stove&Spa Z-05-038W I Seasons permit.doc yjp; 10/18/05 Page 3 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 However, the applicant is required to pave the entire length of the alley from property line to property line and to construct frontage improvements on Division Street, which must be done in accordance with the Public Works construction standards. Improvements satisfying this requirement shall be shown on the site civil construction drawings. b Impact Fees — To mitigate impacts to the City's overall transportation system, AMC §20.90,040 requires the developer to pay transportation impact fees for each new p.m.-peak-hour trip (6 p.m.-peak-hour trips). The fee shall be that fee in effect at the time of payment. (NOTE: The current transportation impact fee is $1,038.00 for each p.m.-peak-hour trip, but this may change.) City transportation impact fees shall be paid prior to issuance of any building permits. 9. Stormwate_r Management: Per AMC §20.64.300, all stormwater systems shall be in com� a_n_cewith Arlington Municipal Code ap er "32t-St6rmwa er Management, and the most current edition of the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site civil construction review process. 10. Environmentally Critical Areas: Per AMC Chapter 20.88, the site does not lie within any known environmentally critical areas. 11. Potential Cultural Resources: The Stillaguamish Tribe has expressed concern about potential cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 12. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations. 13. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of City of Arlington (utility extensions may be required); utility services, fire hydrants and fire protection are required and will be reviewed when construction drawings are submitted. (NOTE: The Fire Department requires that the applicant provide one new fire hydrant to serve this new structure.) All existing and planned utilities shall be shown on the site civil construction drawings. Water and sanitary sewer general facility charges may be assessed when construction drawings are submitted. All fees shall be paid before connection is made to the water or sanitary sewer utility. All utilities shall be operational prior to building occupancy. F. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as Central Business District, and the subject property is zoned Central Business District 2 per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed use (Use 2.110, low-volume traffic generation sales) is a permitted use. Therefore, \\Coaadmin1\Planning\ypage\All Seasons Stove&Spa Z-05-038\AII Seasons permit.doc yjp; 10/18/05 Page 4 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 the proposed development as noted and conditioned is consistent with policies governing those types of uses and is allowed in that zone. 2. The requested zoning permit, as conditioned, is consistent with all AMC requirements, permit processing procedures, and all other applicable codes. 3. The zoning permit should be approved subject to conditions noted below. G. CONDITIONS The applicant shall meet the following required conditions in order to receive approval for the zoning permit. 1. All development shall be in substantial conformance with the approved site plan anTfann scape p an received on August-3, and Design Review Decision issued on September 26, 2005, subject to any conditions or modifications that may be required as part of the zoning permit and site civil construction plan review. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and site civil construction plans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Land Use Code, International Building Code, International Fire Code, and Public Works Construction Standards and Specifications. 3. The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 4. Prior to approval of the site civil construction plans, the developer shall revise the site civil drawings to provide one new fire hydrant at the start of the alley that leads into the new structure. 5. Prior to approval of the site civil construction plans, the developer shall revise the site civil drawings to show the dumpster location, screening, and landscaping. 6. Prior to issuance of a building permit, the developer shall submit payment of the following estimated City of Arlington impact fees (based on 2,400 square foot retail building): Traffic at $1,038.00 per p.m.-peak-hour trip, which is 6, or $6,228.00. (NOTE: Actual impact fees due are those as set-by resolution at the time the fees are paid. These amounts are provided here as an estimate. They may either increase or decrease by the time they are paid.) (NOTE: No traffic mitigation to WSDOT or Snohomish County is required for this project.) 7. If any archaeological materials are discovered on the site, the developer shall contact the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington and take measures to preserve the materials and the site. \\Coaadmin1\P1anning\ypage\A11 Seasons Stove&Spa Z-05-038WII Seasons permit.doc yjp; 10/18/05 Page 5 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 8 Prior to issuance of a building permit, the developer shall clear all outstanding Planning Division permit-processing accounts with the City. 9, Per AMC §20.16.220, this zoning permit shall expire automatically one year of the below date of approval if the use is not commenced or if less than 10 percent of the total construction cost has not been completed. H. APPEALS Per AMC §20.20.010, to appeal this decision, an appeal application must be filed, with all required fees, within 14 days of the date of issuance of this permit. The Hearing Examiner would hear the appeal of the permit and his/her decision would be considered the City's final decision on the underlying governmental action. I. DECISION The zoning permit is hereby APPROVED subject to the conditions specified in Section G above. J. EXHIBITS 1. Approved site plan and landscape plan received by the City of Arlington on August 3, 2005. 2. Design Review Decision issued on September 26, 2005 (on file at City Hall). 3. File Z-05-038 (All Seasons Spa and Stove) (on file at City Hall). ORDERED THIS 18TH DAY OF OCTOBER 2005. FsDissributed trong, Planning Man a r p nsible Official to the Following Parties of Record: • Mark Spencer, PO Box 654, Stanwood, WA 98292 • Pamela Simon, 709 Hawthorne Lane, Camano Island, WA 98282 • Judy Chapman, 1063 Lightening Way, Camano Island, WA 98282 • Engineering File/Gregg Eaton, Engineering Technician, Public Works, Engineering Division • Karen Latimer, Utilities Manager, Public Works, Utilities Division • Dave Anderson, Building Official, Community Development, Building Division • Kerry Wentz, Plans Examiner, Community Development, Building Division • Bill Blake, Natural Resources Manager • Dale Carman, Airport Coordinator, Arlington Airport \\Coaadmin1\P1anning\ypage\A11 Seasons Stove&Spa Z-05-038WI Seasons permit.doc yjp; 10/18/05 Page 6 of 6 CITY OF ARLINGTON CODE REQUIREMENTS NOTE: The following items are not conditions of permit approval but rather certain local, state, or federal code requirements that the developer needs to be aware of. This is in no way intended to be a complete list of code requirements, but is a general checklist of major steps and issues. Please refer to the Arlington Municipal Code for a complete list of code requirements for your particular project type. 1 Code Applicability. This permit is subject to the applicable requirements contained in the Arlington Municipal Code, Land Use Code, and Building Code. It is the responsibility of the developer to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, the developer shall submit site civil construction improvement plans for review and approval by the Public Works Department, Engineering Division. Said plans shall be in conformance with applicable code and below listed conditions. a The developer shall survey and mark all property corners prior to review of any submitted construction plans. b The developer shall design and install erosion control measures deemed necessary by the City. These measures shall be installed and inspected by the City prior to the issuance of any permits. c The developer shall undertake no site preparation or other disturbances within environmentally sensitive areas or their required buffers. d The developer shall submit to the Engineering Division and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the most current edition of the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. The developer shall place all new utility lines underground. f. The developer shall provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. g. The developer shall show locations of all required streetlights on the construction plans and install them as designed. \\Coaadmin1\Planning\ypage\All Seasons Stove&Spa Z-05-038\All Seasons permit.doc Code Requirements;3 Pages h. The developer shall obtain a right-of-way permit prior to any work done in a public right-of-way. (NOTE: City departments are exempt from right-of- way permits.) i. The developer shall install all low sodium or similar low intensity illumination lighting and it shall be placed in a way as to not cause glare on an adjoining property or right-of-way. 3. Construction Phase. The following conditions shall apply during construction. a. The developer shall follow all applicable noise and other nuisance codes. b. The developer shall not track mud and dirt onto public rights-of-way, but if tracked by accident, the developer shall clean it up immediately. C. During any site grading or clearing activity, the developer and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any and all grading. 4. Installation of Improvements. Prior to receiving a Certificate of Occupancy, the developer shall: a Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project in accordance with the requirements of AMC Chapter 20.56 and per Public Works Construction Standards and Specifications. The developer shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement from the property. b. Install a potable water system to serve the project per City of Arlington's Engineering requirements. Water is to be served by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. C. Relocate any existing water facilities and/or install water services/fire hydrants at the expense of the developer. d. Install a sanitary sewer system per Engineering Division requirements. Sanitary sewer is provided by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. e. Install a permanent storm water control system per AMC Chapter 13.28. \\Coaadmin1\P1anning\ypage\AII Seasons Stove&Spa Z-05-038WII Seasons permit.doc yjp; 10/18/05 Code Requirements;3 Pages f. Prior to issuance of a Certificate of Occupancy, the applicant shall complete all required or voluntary improvements unless otherwise secured by the developer and authorized by the City Engineer. (NOTE: Code requirements for infrastructure improvements are based on conceptual information as submitted by the applicant for the land use permit. Additional specific requirements may be required upon review of the engineered construction drawings submitted by the developer. All improvements are subject to review and approval by the Engineering Division. All utilities shall be constructed underground.) \\Coaadminl\Planning\ypage\All Seasons Stove&Spa Z-05-038\AII Seasons permit.doc yjp; 10/18/05 Code Requirements;3 Pages CGNIMERCIAL APPLI%;ATION � o SUBMITTAL CHECKLIST,� f N��l Department of community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 - Phone (360)403 3431 • FAX (360)403 3447 Please use this checklist to ensure that all necessary information is provided for review of your project. A scheduled pre-application meeting with the Building Department V A completed building permit application Vol*' Eight (8) sets of accurate fully dimensioned plot plans Eight (8) sets of construction drawings Eight (8) sets of engineered drawings and calculations • Three (3) sets of completed Energy Code application Eight (8) sets of project specifications ✓ A photocopy of current Washington State Contractor License Verification of Water and Sewer Availability from City of Marysville (if applicable) Health Department Approval of septic system at time of submittal Two (2) copies of approved Land Use Permit APPLICATIONS ARE ONLY CONSIDERED COMPLETE IF ALL INFORMATION REQUESTED ON FORMS IS FILLED IN. Forms/comchecklist 4 ' City of Arlington z „a � REQUEST FOR REVI � - � EW bIk`.I� om l rI► c k�� 1 �'� � r, n (tea 3 NAME: 0�, rp , BP #: 06- / DATE: - RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO 3. 3 NO COMMENTS FOR THIS REVIEW OKAY {J,.l,��h , TO ISSUE PERMIT f 7 � e' �� COMMENTS L WED BY Volt TP -- t G oft go ,,.t,•C,�r roll e P } r�w� t'l�Y �v• p,L.g ww3 h�f ya,1� }O CGS � ev�� ,( 1 bV Ci✓ l S"U k`r f ��Zv l' r �i as S �c� ��t' P' h i /�r�/ :REG= RED ASI;PRO 47. :�y a T. .'SPANEAI141JD O�Er��� TVE DATE, �K .27 141 4 raw Z'H. A rr" S VJ WOOD'WA 9iS2'�,-944r, ' Project: All Season Spa & Stove Contractor: Spane Buildings Inc. Permit 06-6795 Date: 04-04-06 Value: $165K Building Permit: $1556.50 Plan Review Fee: $1011.73 State Fee: $4.50 'Y ♦ O City of Arlington Community Development '.)fl22:), -ING-f0 February 7, 2006 Pamela imons 709 Hawth e Lane Camano Island, A 98282 RE: All Season Spa and Stove 131 West Division Permit#06-6795 The submitted drawings have been reviewed for compliance with the 2003 International Residential Building Code. The following items must be revised and/or added to the submittal to complete the review process: Please see attached memo If you have any questions please contact our office. Please provide two copies of revised drawings for review, if possible you may come in and make the necessary changes. Thank you, , . f��(;>_�e'�1,\'-, Sonya Blacker Permit Coordinator (360) 403-3431 sblackerCcDci.arlinaton wa us C" L'uildin.,Division 360.403.3[31 Yl111110 D'v'sio) 160.103.3 14 \:Rural Kcsonuccs :,1i0. 0' .34 10 Cede Enforccnu•mt 360.l03.3157 l 1 City of Arlington—All Seasons Spa & Stove January 27, 2006 Page 2 of 3 Accessibility 1. One accessible parking space is required. It should be van-accessible. 2. Van-accessible parking spaces should be 8' wide, with adjacent 8'wide access aisles (which may be shared with an adjoining space). 3. Each accessible parking space should be shown as having a sign T-5' high centered at the head of the space and bearing the words, "State Disabled Parking Permit Required". 4. A striped crosswalk is required to lead from the parking area to the curb cut or front entrance. 5. All doors in the building which have a latch set or lock set should have lever-type operating hardware. 6. Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of 1/4". 7. The length, height, diameter, wall clearance, and position of the two grab bars at the water closet should be dimensioned on the plans. 8. Dispensers and receptacles should be detailed so as not to interfere with the unobstructed floor space or grab bar utilization. 2003 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 1. It is not clear if the building is heated. A heated building, in this case, would include any heating input from the display stoves and/or fireplaces. The insulation and glazing must be provided per the NREC. 2. The standard NREC energy forms should be completed. The submittal should indicate the chosen energy code compliance option for the building envelope. Section 1141.2 3. Glazing U-factors and solar heat gain coefficients should be noted on the window and door schedules per Table 13-1. Section 1323 4. The insulation R-values should be shown in the wall, roof and slab-on-grade per Table 13-1. Section 1322. A vapor retarder should be provided on the interior. 5. The slab-on-grade insulation should be installed between the edge of the slab and the stem wall to create a thermal break. • ., LJ'•, ti " '•' J1r�i ,11 :I r -.I_.'C• 4�'11 ! ^' ,�1::Si 1• ��•1 n '' „ — . .. •I i, - 'l.., .y}t� _,..il L:�!�. •`' •'I - •A•Q•: •:.',111r••I ': ' :� � ��rJv7 - - ' �Y' r _ '?.:'; tls- `=vC il:1� .':[ i ..L: ,It:1•':.: _, yal�� "1 � i ,.rr r- ,a;-�y+' �k7 f �`k'^f: r' r :'�[,. '��� :fJ~��,: 'ni• �:j. _ ,t'.�i?:•�,?�,r ' .-r ; c:I -sl"—I..• tiCfttiri« VVI'1 -�VVIV-00j: !f:.t- '1. •• .. 1 :' - � ••:i�� , •I`R 9:$'.•.!Ta Il-;r�J: ,:Sr' � 1 ' r - • •_•_ - 1 • Y, •, to ., ..r-: - •�'I •' f . � r_ SS 1 . 4 � .fir :7� I I !I` r' :y 1. • I••.�� }}��: - r - •�� .•Il' '.r•v ... '�1 r• -y ii�•.F'N r ti'• ,.� r. .�+ . '/ J �«°� i• , • I C; „Nr�- . '-�FJ -�11 1`. II��i41 I.tt�T''vj,� �'1 7'y ;'�V/f h:i37 �?4d? tiI`1:irl lit I I .1 I 'ii' ':}_��/� '_.ilti�;• :;1i' � :I.r ;i• ;rTti'.�� � ':: „ � r1• ,� •....'�..,�,I 60 • .`.�?_• .I� .II ;1t -I -_ `s l► � ;�. 1- 1i, ^,+,[i _ J+`.,I'�i:'• ,� �I'. :1' •I.L ill ;��:,r! :. '•I•,_ :� Ir•, 'i .-'hi1 _ � ` . •. t ''' '�r'f �t .i a� �t�i. cy1�r: ,ri;; •�' ._ _ :'f4r, �1`t'.+++>i:--_i 't.,l -:i r111 •' � 1r�'i,, �•!. •'i-P+�T -14:i.•fr*�..�r-'�!t ifr. .i �'�t. ��:f• ..Y�Ti_�.t/• •'• � •J�.• , •� i, .�?_... L 1 ..I . .t. 'r:rll':iE.Ki r,. ^_ ...:-.Yf: `tJ"I:;'.:: ':, •, �'' : �-'r�1 i t - 1 I — ••1' •rt:. �ti.',lt '!JI '', I• S �..C•`I:r r- ii�-- !f n _t �'•,; i•' � r.•. -'P . . -.J , !r-' �j�'• _ •" 'fir i .4 �:. •t �,�;I � � '. I:+e •'I l - : I• �11 .'h1 t 1'`•1 1— •life � 1:.•Ir ' J �. 1•" . -.lt I .Jt�' 1r � + 'i.1i . � � !'. �•��.� u�� �.' 1 t �:r.I _r�" i• - „ .,, 'j1 i ''.��• }i" r� 'i�' i .S•!I I .Fly �I a it I '.r . - I • •1�..!•. - f:• � •;y_i.-. .�; -:� .a -... ���- V•r. - ••, _ ;'. _�tL, . '�••! �'::i,i ''/' a_—_ .i 't• �rt� 'i:�, ' :iiLt•f}.�. ^9t•�r?' —:1 i'ilr=L!i,^Zi ��1 J.r 14 s r,J =•I :I :1� i'•. —� .- '-1J':- ', ! c'r:.•:. r . :�tlJs .l• •�}r,l` 'a .. _' :�: ;+ City of Arlington -All Seasons Spa & Stove January 27, 2006 Page 3 of 3 6. Outdoor air is required for this building per the Washington State Ventilation and Indoor Air Quality Code (WAC 51-13). The quantities of outdoor air supplied to each area should be listed on the plans per Table 3-4 of that code. Calculations should be submitted to justify the listed quantities. 7. For areas using the Component Performance Lighting Option, the designer should provide calculations showing compliance with Section 1531 and Table 15-1. 8. For the exterior lighting, the designer should provide calculations showing that the amount of exterior lighting is within the exterior lighting power allowance per Section 1522 or Section 1532. STRUCTURAL 1. The IR factor used to determine the seismic forces should be 3, not 7 as is shown. The lateral resisting posts are similar to a cantilevered column, not a moment frame. Additionally, the actual dead loads used must be justified. The actual framing used for this structure (T1-11, OSB, gypboard interior) does not represent the typical "pole building". 2. The distribution of the lateral forces to the different height columns appears to be arbitrary if this were a normal pole building. However, since the entire building is sheathed with T1-11 and OSB sheathing and the roof is provided with 7/16" OSB beneath the metal decking, the force distribution for this submittal is acceptable. For future submittals the lateral force distribution should be justified. 3. All vertical edges of the T1-11 should be blocked with 2x material. 4. The design assumes the footings are restrained at the top. The exterior footing should be tied to the slab to provide this restraint. Please instruct the designer to indicate on a separate letter which sheet or detail the corrections may be found and to REVISE AND RESUBMIT THE PLANS. Please feel free to contact me if there are any questions. Sincerely, Chuck Williams SE CWA Consultants, P.S. cc: Judy Chapman FAX: (360)629-3460 w; f, 6-,T"A!I'AF W. j'_4 AA, T, v y A. w-, A, "ki':o nd1l.,.4 _i vwfii sills A. nt "OP"! ;tli >(W t-1$T in ",EZ3 I f f -111!' Tj lqr.7�:t 1:V W-t of I Q.jf S. -rw, .4 A fj_ f I, q lq'N ),I 4,r, fj tie. At c-- CWA CONSULTANTS, P.S. / STRUCTURAL ENGINEERING BUILDING CODE CONSULTANTS 8675 E. Caraway Road,Port Orchard, WA 98366 (360) 871-5433 FAX: (360)871-5633 E-Mail: chuck.cwa@verizon.net January 27, 2006 Permit #: All Seasons Spa and Stove Project: Arlington, Washington Area Act/Allow 2,400 sf/9,000 sf Type V-B 2003 International Building Code Seismic Design Category D Basic Wind Speed: 85 mph Exposure: B David W. Anderson Building Official City of Arlington 238 N. Olympic Avenue Arlington, Washington 98223 Dear Mr. Anderson: We have completed our review of the All Seasons Spa and Stove building. The plans have been reviewed for compliance with the 2003 International Building Code and the 2003 WS Energy/VIAQ Codes. For questions regarding this review contact CWA Consultants. Please provide two complete sets of the plans with the resubmittal. NONSTRUCTURAL 1. The correct Type of Construction, actual/allowable areas and occupancy should be included on the plans. 2. The plans do not show any interior finish. If none is provided, then the facing of the insulation exposed to the interior must have a flame spread of 25. 3. The minimum clearance from the grade to the top of slab, T1-11 siding and the bottom horizontal girt must be 6". This should be indicated on the plans. 4. How is the roof ventilated? Ventilation should be provided in accordance with Section 1203.2. City of Arlington —All Seasons Spa & Stove January 27, 2006 Page 2 of 3 Accessibility 1. One accessible parking space is required. It should be van-accessible. 2. Van-accessible parking spaces should be 8' wide, with adjacent 8' wide access aisles (which may be shared with an adjoining space). 3. Each accessible parking space should be shown as having a sign 3'-5' high centered at the head of the space and bearing the words, "State Disabled Parking Permit Required". 4. A striped crosswalk is required to lead from the parking area to the curb cut or front entrance. 5. All doors in the building which have a latch set or lock set should have lever-type operating hardware. 6. Door thresholds should be shown as no higher than 1/2". The edges should be beveled at 1 vertical: 2 horizontal, with a maximum edge height of 1/4". 7. The length, height, diameter, wall clearance, and position of the two grab bars at the water closet should be dimensioned on the plans. 8. Dispensers and receptacles should be detailed so as not to interfere with the unobstructed floor space or grab bar utilization. 2003 WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE 1. It is not clear if the building is heated. A heated building, in this case, would include any heating input from the display stoves and/or fireplaces. The insulation and glazing must be provided per the NREC. 2. The standard NREC energy forms should be completed. The submittal should indicate the chosen energy code compliance option for the building envelope. Section 1141.2 3. Glazing U-factors and solar heat gain coefficients should be noted on the window and door schedules per Table 13-1. Section 1323 4. The insulation R-values should be shown in the wall, roof and slab-on-grade per Table 13-1. Section 1322. A vapor retarder should be provided on the interior. 5. The slab-on-grade insulation should be installed between the edge of the slab and the stem wall to create a thermal break. City of Arlington —All Seasons Spa & Stove January 27, 2006 Page 3 of 3 6. Outdoor air is required for this building per the Washington State Ventilation and Indoor Air Quality Code (WAC 51-13). The quantities of outdoor air supplied to each area should be listed on the plans per Table 3-4 of that code. Calculations should be submitted to justify the listed quantities. 7. For areas using the Component Performance Lighting Option, the designer should provide calculations showing compliance with Section 1531 and Table 15-1. 8. For the exterior lighting, the designer should provide calculations showing that the amount of exterior lighting is within the exterior lighting power allowance per Section 1522 or Section 1532. STRUCTURAL 1. The R factor used to determine the seismic forces should be 3, not 7 as is shown. The lateral resisting posts are similar to a cantilevered column, not a moment frame. Additionally, the actual dead loads used must be justified. The actual framing used for this structure (T1-11, OSB, gypboard interior) does not represent the typical "pole building". 2. The distribution of the lateral forces to the different height columns appears to be arbitrary if this were a normal pole building. However, since the entire building is sheathed with T1-11 and OSB sheathing and the roof is provided with 7/16" OSB beneath the metal decking, the force distribution for this submittal is acceptable. For future submittals the lateral force distribution should be justified. 3. All vertical edges of the T1-11 should be blocked with 2x material. 4. The design assumes the footings are restrained at the top. The exterior footing should be tied to the slab to provide this restraint. Please instruct the designer to indicate on a separate letter which sheet or detail the corrections may be found and to REVISE AND RESUBMIT THE PLANS. Please feel free to contact me if there are any questions. Sincerely, Chuck Williams SE CWA Consultants, P.S. cc: Judy Chapman FAX: (360)629-3460 • City of Arlington REQUEST FOR REVIEW FORM NAME: BP #: 06- DATE: /Cj'! RETURN THIS FORM BY: i PROJECT SUMMARY: ��� 1 ._ " ,<'ili%' f✓ i i ��� IILQ-�Qr�T, RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY G� ��� _ DATE CITY OF ARLINGTO, *NG COMMUNITY DEVELOPMENT CODE ENFORCEMENT Memorandum To: Paul Richart- Public Works Director From: Marc Hayes, Code Enforcement Officer Date: April 4, 2006 Subject- All Seasons Spa & Stove Traffic Mitigation Paul, Per our previous conversation regarding the use of the $ 6,228.00 in traffic mitigation from All Seasons Spa & Stove for improvements in addition to those required by the Land Use Permit, the following items have been agreed upon to be completed by Mark Spencer the applicant. 1. Grading and paving of the remainder of the alley from the projects east boundary to West Avenue. The alley section shall consist of 3" Class B ACP on 3" 11/4 CSBC. The alley shall be graded with an inverted crown to convey runoff into a catch basin at the west end of the alley and then conveyed into the applicants water quality trench for treatment and infiltration. 2. The applicant shall submit estimates to the City for the costs of the additional paving and the additional storm drainage improvements. These costs shall be deducted from the required traffic mitigation fees ($6228.00) should the cost of construction be less than that amount the remainder would be paid by the applicant via check. In order to confirm that this use is acceptable to the betterment of the City and for tracking purposes of Traffic Mitigation fees, your signature is required below. Signat re = �" -Date q-q--o c:� Paul Richart City of Arlington Public Works Director G1� Y 01, Community Development Planning Division �lING"� MEMO TO: Building Division CC: Gregg Eaton, Engineering Division FROM: Yvonne Page, Senior Planner DATE: January 13, 2006 RE: All Seasons Spa and Stove (BP#06-6795) The following conditions must be met prior to issuance of the building permit: 1. All development shall be in substantial conformance with the approved land use development site plan and landscape plan received on August 3, 2005, and Design Review Decision issued on September 26, 2005, subject to any conditions or modifications that may be required as part of the site civil drawing review process. 2. Prior to approval of the site civil construction plans, the developer shall revise the site civil drawings to provide one new fire hydrant at the start of the alley that leads into the new structure and show the dumpster location, screening, and landscaping. 3. The developer shall submit payment of the following estimated City of Arlington impact fees (based on 2,400 square foot retail building): Traffic at $1,038.00 per p.m.-peak-hour trip, which is 6, or $6,228.00. (FYI, no Snohomish County or WSDOT traffic mitigation is required for this project.) 4. The developer shall clear all outstanding Planning Division land use permit-processing accounts with the City. (As of this date, there is sufficient balance in the Planning Division account to allow the developer to clear the account.) In addition, all of the conditions of the All Seasons Spa and Stove Zoning Permit (File Z-05-038) shall apply to the development of the property. Yv ne Page City of Arlington REQUEST FOR REVIEW FORM NAME:- r �/ � �/ f''Z1l S BP #: 06- 7 I_�� DATE: 4) RETURN THIS FORM BY: I //7 PROJECT SUMMARY: t, RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑' NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS REVIEWED BY DATE / INS • DEC 3 o 2005 City of Arlington Utilities Div REQUEST FOR REVIEW FORM NAME: J1 tl � V[ &CIVL �, BP #: 06- 1.0`7 c/ DATE: I 14 (--) `I RETURN THIS FORM BY: —// PROJECT SUMMARY: 7��ry� RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS REVIEWED BY DATE I ` ��I M •� City of Arlington REQUEST FOR REVIEW FORM NAME: �_ �� :��.��;� BP #: 06- DATE: RETURN THIS FORM BY: l 1 PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., UTILITIES SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT Q COMMENTS REVIEWED BY DATE � M Gl�Y O f Department of Community Development .� Zoning Permit �tlNG,�O October 18, 2005 All Seasons Spa and Stove Z-05-038 A. PROJECT DESCRIPTION AND REQUEST This is a request for a zoning permit for the development of a 2,400 square foot retail building at —the-frorrth,east-corne-r--of-+Iighway-9--and-Division--Street.--The--appficant reposes-sto; Fater detention facilities, parking, and landscaping in accordance with City of Arlington standards. The site will be served with water and sewer from the City of Arlington. The site is approximately 0.29 acres and is zoned Central Business District 2. B. GENERAL INFORMATION 1. Applicant: Mark Spencer, PO Box 654, Stanwood, WA 98292. 2. Owner: Pamela Simon, 709 Hawthorne Lane, Camano Island, WA 98282. 3. Contact Person: Judy Chapman, 1063 Lightening Way, Camano Island, WA 98282. 4. General Location: The site is located at the northeast corner of Highway 9 and Division Street, in Section 2, Township 31 E, Range 05, WM (Tax ID No. 004618- 006-011-00 and 004618-006-012-00). 5. Address of Property: 131 W Division Street. 6. Description of Proposal: Development of a 2,400 square foot retail building. 7. Acreage: Approximately 0.29 acres, or 12,633 square feet. 8. Comprehensive Plan Land Use Designations, Zoning Designation and Existing Land Uses of the Site and Surrounding Area: AREA LAND USE DESIGNATION ZONING EXISTING USE Project Site Central Business District CBD-2 Vacant North of Site Central Business District CBD-2 Multi-family Residential South of ite Central Business District CBD-2 Commercial East of ite Central Business District CBD-2 Commercial West of Site Snohomish County Riverway SnoCo A-10 Farmland Commercial Farmland \\Coaadmin1\Planning\ypage\All Seasons Stove&Spa Z-05-038WII Seasons permit.doc yjp; 10/18/05 Page 1 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 9. Public Utilities and Services Provided by: Water: City of Arlington Gas: Cascade Natural Gas Sewer: City of Arlington Cable TV: Comcast Garbage: Waste Management Northwest Police: City of Arlington Storm Water: On-site Fire: City of Arlington Telephone: Verizon School: Arlington School District Electricity: Snohomish County PUD #1 Hospital: Cascade Valley Hospital 10. Public Notification: Per City of Arlington Municipal Code (AMC) §20.16.100, no notification is required for zoning permits except for short subdivisions. Also, per AMC §20.04.130.b, zoning permits that are categorically exempt under Chapter 43.21 C RCW (SEPA) are exempt from publication. C. ENVIRONMENTAL REVIEW The proposal was categorically exempt under Chapter 43.21C RCW (SEPA). D. APPLICATION The subject zoning permit application was received by the City of Arlington on August 3, 2005, and the application was deemed complete on August 9, 2005. E. FINDINGS OF FACT 1. Application Process: The zoning permit application was received by the City of Arlington on August 3, 2005. The application was deemed complete on August 9, 2005. Per AMC §20.16.100, a zoning permit is issued by the Planning Manager after an administrative review process. 2. Comprehensive Plan, Zoning, and Permissible Uses The City of Arlington Comprehensive Plan identifies this area as Central Business District, and the subject property is zoned Central Business District 2 per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed use (Use 2.110, low-volume traffic generation sales) is a permitted use. 3. Density and Dimensional Standards: The proposed development complies with the following standards per AMC Table 20.48-4, Density and Dimensional Standards, for the Central Business District 2 zone: minimum lot size (0), width (60 feet), and lot boundary setbacks (5 feet) and with maximum street setback (zero or adjacent to a public sidewalk), building height (50 feet) and lot coverage (100 percent). (NOTE: The required maximum street setback could not be accomplished along the entire frontages of this particular lot because of the unique shape at the corner. However, the building touches both street frontages, which was determined to meet the intent of this section. 4. Non-residential Performance Standards: Per AMC Chapter 20.44 Part III, the proposed development must comply with the performance/operation standards for noise, vibration, odors, smoke and air pollution, disposal of liquid and hazardous wastes, water consumption, electrical disturbance or interference, \\Coaadmin1\P1anning\ypageW11 Seasons Stove&Spa Z-05-038WI Seasons permit doc yjp; 10/18/05 Page 2 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 lighting, and site and building maintenance. Per AMC §20.60.490, every development is required to provide a dumpster; the site plan does not show the dumpster, but the applicant has stated that it will be placed on the east side of the north entry. Prior to approval of the site civil construction plans, the drawings shall be revised to show the dumpster, which will meet this requirement. 5. Design: Per AMC §20.46.010, developments in the Central Business District 2 zone shall conform to the applicable guidelines or standards set forth in the Design Guidelines. On September 9 and September 20, 2005, the Design Review Board reviewed the design of this development. On September 20, 2005, the Design Review Board determined that the revised project meets the required design review guidelines pursuant to the Land Use Code, and a Design Review Decision was issued on September 26, 2005, based on the site and landscape plans submitted August 3, 2005 and elevations submitted September 13, 2005, which meets the minimum requirements. 6. Off-street Parking: Per AMC Table 20.72-6, the required parking for the proposed use (Use 2.110, low-volume traffic generation sales) is 6 spaces at 1 space per 400 square feet of gross floor area (GFA), which is 2,400 square feet. The proposed site plan shows 10 parking spaces, 1 of which is handicap accessible, which meets the minimum requirements. Per AMC §20.72.100, 1 loading space is required for 1,000-19,999 square feet of gross floor area (GFA), because the normal operations require that goods, merchandise, or equipment be routinely delivered to or shipped from the buildings. The proposed site plan shows 1 loading space, which meets the minimum requirements. 7. Screening and Trees: Per AMC Table 20.76-9, no screening is required for the adjacent commercial uses and no screening is required for the adjacent multi- family residential uses because of the alley separation. The required screening for the adjacent streets is Type C, which requires a minimum of 10 feet of Intermittent Screen along all street frontages. Per AMC §20.76.130, a minimum of 20 percent of the vehicle accommodation area must be screened. (Note: Screen types are described in AMC §20.76.040, and suggested planting patterns to achieve the required standards are included in the Public Works Construction Standards and Specifications.) The landscape plan reflects sufficient frontage and parking area landscaping, but not dumpster landscaping, to meet the general landscape requirements specified in AMC Chapter 20.76. Prior to approval of the site civil construction plans, the drawings shall be revised to show the dumpster landscaping. The final site plan shall comply with the requirements of AMC Chapter 20.76. 8. Streets and Sidewalks: The proposed development is located at northeast corner of Highway 9 and Division Street. It is anticipated that this project will add 6 p.m.- peak-hour trips to the street system as well as pedestrian and bicycle trips. The site will be accessed off of the alley at the north side of the property. a. Frontage Improvements - To mitigate safety impacts and provide both vehicular and pedestrian access to the project, AMC §20.56.170 provides that no permit may be issued for a project unless and until all roads on which the project fronts are developed to their full 3/4-street standards. The ordinance provides for various ways for this to happen. In this case, frontage improvements on Highway 9 have already been constructed. \\Coaadmin1\P1anning\ypage\AII Seasons Stove&Spa Z-05-038WI1 Seasons permit doc yjp; 10/18/05 Page 3 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 However, the applicant is required to pave the entire length of the alley from property line to property line and to construct frontage improvements on Division Street, which must be done in accordance with the Public Works construction standards. Improvements satisfying this requirement shall be shown on the site civil construction drawings. b. Impact Fees — To mitigate impacts to the City's overall transportation system, AMC §20.90.040 requires the developer to pay transportation impact fees for each new p.m.-peak-hour trip (6 p.m.-peak-hour trips). The fee shall be that fee in effect at the time of payment. (NOTE: The current transportation impact fee is $1,038.00 for each p.m.-peak-hour trip, but this may change.) City transportation impact fees shall be paid prior to issuance of any building permits. 9. Stormwater Management: Per AMC §20.64.300, all stormwater systems shall be in compliance witfi--7�-r Ingto�icipal—erode CKapter 1 28,—Stormwa-ter Management, and the most current edition of the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual). A preliminary review of the system indicates that they have a conceptually feasible plan. A detailed drainage review will occur during the site civil construction review process. 10. Environmentally Critical Areas: Per AMC Chapter 20.88, the site does not lie within any known environmentally critical areas. 11. Potential Cultural Resources: The Stillaguamish Tribe has expressed concern about potential cultural resources in the area where the proposed project will occur. If any archaeological materials are discovered on the site, the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington shall be contacted and measures taken to preserve the materials and the site. 12. Airport Management: The Arlington Municipal Airport requires that street lamps or light poles located on the property be down-shielded as to avoid interfering with flight operations. 13. Water and Sanitary Sewer: Adequate water and sewer service is available to the site from the City of City of Arlington (utility extensions may be required); utility services, fire hydrants and fire protection are required and will be reviewed when construction drawings are submitted. (NOTE: The Fire Department requires that the applicant provide one new fire hydrant to serve this new structure.) All existing and planned utilities shall be shown on the site civil construction drawings. Water and sanitary sewer general facility charges may be assessed when construction drawings are submitted. All fees shall be paid before connection is made to the water or sanitary sewer utility. All utilities shall be operational prior to building occupancy. F. CONCLUSIONS 1. The City of Arlington Comprehensive Plan identifies this area as Central Business District, and the subject property is zoned Central Business District 2 per AMC §20.36.100 (zoning map). Per AMC Table 20.40-2, the proposed use (Use 2.110, low-volume traffic generation sales) is a permitted use. Therefore, \\Coaadmin1\Planning\ypage\All Seasons Stove&Spa Z-05-038\AII Seasons permit doc yjp; 10/18/05 Page 4 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 the proposed development as noted and conditioned is consistent with policies governing those types of uses and is allowed in that zone. 2. The requested zoning permit, as conditioned, is consistent with all AMC requirements, permit processing procedures, and all other applicable codes. 3. The zoning permit should be approved subject to conditions noted below. G. CONDITIONS The applicant shall meet the following required conditions in order to receive approval for the zoning permit. 1. All development shall be in substantial conformance with the approved site plan and landscape plan received on August 3, 20 , and esignlvie�ision issued on September 26, 2005, subject to any conditions or modifications that may be required as part of the zoning permit and site civil construction plan review. 2. Prior to issuance of a building permit, the applicant shall file a drainage plan and site civil construction plans, which meet the following conditions, in conjunction with a building permit application. The final site plan shall comply with all requirements of the Land Use Code, International Building Code, International Fire Code, and Public Works Construction Standards and Specifications. 3 The developer shall meet all local, state, or federal code requirements. Attached is a list of code requirements that are specifically called to the developer's attention. It is in no way intended to be a complete list of code requirements but a general checklist of major steps and issues. Please refer to the AMC for a complete list of code requirements for your particular project type. 4 Prior to approval of the site civil construction plans, the developer shall revise the site civil drawings to provide one new fire hydrant at the start of the alley that leads into the new structure. 5. Prior to approval of the site civil construction plans, the developer shall revise the site civil drawings to show the dumpster location, screening, and landscaping. 6. Prior to issuance of a building permit, the developer shall submit payment of the following estimated City of Arlington impact fees (based on 2,400 square foot retail building): Traffic at $1,038.00 per p.m.-peak-hour trip, which is 6, or $6,228.00. (NOTE: Actual impact fees due are those as set-by resolution at the time the fees are paid. These amounts are provided here as an estimate. They may either increase or decrease by the time they are paid.) (NOTE: No traffic mitigation to WSDOT or Snohomish County is required for this project.) 7- If any archaeological materials are discovered on the site, the developer shall contact the State Historical Preservation Officer, the Stillaguamish Tribe, and the City of Arlington and take measures to preserve the materials and the site. \\Coaadmin1\P1anning\ypageW11 Seasons Stove&Spa Z-05-038WII Seasons permit.doc yjp; 10/18/05 Page 5 of 6 Zoning Permit October 18, 2005 All Seasons Spa and Stove Z-05-038 8 Prior to issuance of a building permit, the developer shall clear all outstanding Planning Division permit-processing accounts with the City. 9. Per AMC §20.16.220, this zoning permit shall expire automatically one year of the below date of approval if the use is not commenced or if less than 10 percent of the total construction cost has not been completed. H. APPEALS Per AMC §20.20.010, to appeal this decision, an appeal application must be filed, with all required fees, within 14 days of the date of issuance of this permit. The Hearing Examiner would hear the appeal of the permit and his/her decision would be considered the City's final decision on the underlying governmental action. I. DECISION The zoning permit is hereby APPROVED, subject to the conditions specified in Section G above. J. EXHIBITS 1. Approved site plan and landscape plan received by the City of Arlington on August 3, 2005. 2. Design Review Decision issued on September 26, 2005 (on file at City Hall). 3. File Z-05-038 (All Seasons Spa and Stove) (on file at City Hall). ORDERED THIS 18TH DAY OF OCTOBER 2005. �-- Cli trong, Planning Mana r sp nsible Official - Dis ributed to the Following Parties of Record • Mark Spencer, PO Box 654, Stanwood, WA 98292 • Pamela Simon, 709 Hawthorne Lane, Camano Island, WA 98282 • Judy Chapman, 1063 Lightening Way, Camano Island, WA 98282 • Engineering File/Gregg Eaton, Engineering Technician, Public Works, Engineering Division • Karen Latimer, Utilities Manager, Public Works, Utilities Division • Dave Anderson, Building Official, Community Development, Building Division • Kerry Wentz, Plans Examiner, Community Development, Building Division • Bill Blake, Natural Resources Manager • Dale Carman, Airport Coordinator, Arlington Airport \\Coaadmin1\P1anning\ypage\A11 Seasons Stove&Spa Z-05-038\All Seasons permit.doc yjp; 10/18/05 Page 6 of 6 CITY OF ARLINGTON CODE REQUIREMENTS NOTE: The following items are not conditions of permit approval but rather certain local, state, or federal code requirements that the developer needs to be aware of. This is in no way intended to be a complete list of code requirements, but is a general checklist of major steps and issues. Please refer to the Arlington Municipal Code for a complete list of code requirements for your particular project type. 1 Code Applicability. This permit is subject to the applicable requirements contained in the Arlington Municipal Code, Land Use Code, and Building Code. It is the responsibility of the developer to ensure compliance with the various provisions contained in these ordinances. 2. Pre-Construction Phase. Prior to commencing any site work, including installing any easement or right-of-way improvements, utility systems, drainage systems, street lights, mailbox structures, emergency facilities, storm water control systems, or any other improvements, the developer shall submit site civil construction improvement plans for review and approval by the Public Works Department, Engineering Division. Said plans shall be in conformance with applicable code and below listed conditions. a The developer shall survey and mark all property corners prior to review of any submitted construction plans. b. The developer shall design and install erosion control measures deemed necessary by the City. These measures shall be installed and inspected by the City prior to the issuance of any permits. c The developer shall undertake no site preparation or other disturbances within environmentally sensitive areas or their required buffers. d. The developer shall submit to the Engineering Division and receive approval of a storm-water run-off and detention plan in conformance with the AMC Chapter 13.28, Stormwater Management, and the most current edition of the Department of Ecology's Stormwater Management Manual for the Puget Sound Basin (The Technical Manual) for both the construction phase and a permanent system. All site drainage must be directed through biofiltration swales prior to discharge into wetlands. e. The developer shall place all new utility lines underground. f. The developer shall provide a temporary rock pad at all points of ingress and egress to the site throughout the construction phase. g. The developer shall show locations of all required streetlights on the construction plans and install them as designed. \\Coaadmin1\Planning\ypage\All Seasons Stove&Spa Z-05-0381All Seasons permit doc Code Requirements;3 Pages h. The developer shall obtain a right-of-way permit prior to any work done in a public right-of-way. (NOTE: City departments are exempt from right-of- way permits.) i. The developer shall install all low sodium or similar low intensity illumination lighting and it shall be placed in a way as to not cause glare on an adjoining property or right-of-way. 3. Construction Phase. The following conditions shall apply during construction. a. The developer shall follow all applicable noise and other nuisance codes. b The developer shall not track mud and dirt onto public rights-of-way, but if tracked by accident, the developer shall clean it up immediately. c During any site grading or clearing activity, the developer and contractor shall use all available means of controlling air pollution (dust, ash, and smoke). d. The restrictions of the AMC shall apply to any and all grading 4 Installation of Improvements. Prior to receiving a Certificate of Occupancy, the developer shall: a. Install all rights-of-way and access easement improvements on all proposed streets internal and existing streets adjacent to the project in accordance with the requirements of AMC Chapter 20.56 and per Public Works Construction Standards and Specifications. The developer shall coordinate with all adjacent developments the final design of the street improvements and/or include the appropriate transition tapers for the street pavement from the property. b. Install a potable water system to serve the project per City of Arlington's Engineering requirements. Water is to be served by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. C. Relocate any existing water facilities and/or install water services/fire hydrants at the expense of the developer. d. Install a sanitary sewer system per Engineering Division requirements. Sanitary sewer is provided by the City of Arlington. This system cannot be deferred if a performance bond is secured. Both water and sanitary sewer must be completely installed and approved before either a temporary or permanent Certificate of Occupancy is issued. e. Install a permanent storm water control system per AMC Chapter 13.28. \\Coaadmin1\Planning\ypageWll Seasons Stove&Spa Z-05-038WII Seasons permit.doc yjp; 10/18/05 Code Requirements;3 Pages f. Prior to issuance of a Certificate of Occupancy, the applicant shall complete all required or voluntary improvements unless otherwise secured by the developer and authorized by the City Engineer. (NOTE: Code requirements for infrastructure improvements are based on conceptual information as submitted by the applicant for the land use permit. Additional specific requirements may be required upon review of the engineered construction drawings submitted by the developer. All improvements are subject to review and approval by the Engineering Division. All utilities shall be constructed underground.) \\Coaadminl\Planning\ypage\All Seasons Stove&Spa Z-05-038WII Seasons permit doc yjp; 10/18/05 Code Requirements; 3 Pages I 02/26/2006 12:04 13608631738 SKY VALLEY TESTING PAGE 02 otky DAILY FIELD REPORT alley resting,LLC �"�`� �TWONSIT � �"`� P.O. 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F d" RUNG II C PE X, SING DFPARTMEIVT ` PROVED 20 ® 2HR FIRE, (2) LAYERS 5/8" TYPE X, THIS SIDE "'D 10 Win RECEIVED 05 - tv-)IS MAY 1 .21 Nub � CONNECTION DETAIL AT F I AT WEST END SECTION ONLY EWR ATTN: KERRY WENTZ SECTION VIEW ALL SEASONS SPA & STOVE s 0 n CUSTOMER: MARK SPENCER BUILDINGS, INC. 131 W DIVISION ST 2 4th Ave. A R L I N G T O N, W A 98223 Stanwoodnwood,, RA 98298-9-9449 DRAWING: DETAIL SIZE DATE: SCALE: N.T.S. REV 05- 12-06 __O\ DRAWN BY: WIND EXPOSURE: SNOW LOAD: SHEET Page 1 Of 2 � � Y f� CONNECT FIREW, .-L TO UNDERSIDE OF PL - AT INTERIOR 4040 WINDOVV 2030 WINDOW 4 0 WINDOW ' _ 0 r 20'-0" a BATH 9 0 ,2 I I 8,-0.. 0 n w I 16'-0" o SHOWROOM j i "" OFFICE 0 ;0 i fs�l (�C✓� TOILET 30�i8 FRENCH JOOR 3066 DOOR 13068 DOOR I 1 1 I I I I ® I 0 , I'- 0" o I L�L�f�l I I z ' - - _ I _ I 1 - I I I 1 1 I I I 1 60._0.' 12'-0" - -10'•o�-' j 4"CONCRETE FLOOR - - - - - - - - - - - ; I I I I I I I I _:d 0_ - O_ _ _ _ _ _ 1 I_ I I O. , O I O� O ' 16'X10'16"-0" OPEN z I I I I 2 OPEN , PORCH W I I w PORCH ; 12'-0" , W I I I I Ix W-. m U�q can I I I I n K 1 I ,Z ' OQ 1 1 1 12'-0" w m 1 1 1 1 I O 4040 WINDO4t o WINDOW 4040VVINDOW �040 WINDOW' ' 4"CONCRETE 49"OM,THIS AREA ONLY ' - 10'-0" PLAN RECEIVED 2 CONNECTION DETAIL AT FIREVV�KI12T°6 AT WEST END SECTION ONLY COMgPERMIT CENTER ATTN: KERRY WENTZ PLAN VIEW ALL SEASONS SPA & STOVE 0 n cusTornER: MARK SPENCER BUILDINGS, INC. 131 W DIVISION ST 27004-9 th Ave. N.W. A R L I N G T O N, W A 98223 Stanwood,d, WA AA 9B2B2-944B Stanwood, —B DRAWING: DETAIL SIZE DATE: SCALE: N.T.S• REV DRAWN BY: 05- 12-06 ,/� -- WIND EXPOSURE: SNOW LOAD: CJSHEET Page 2 of 2 11 5� 12 2HR FIRE, (2) LAYERS 5/8" TYPE X, 2.5 p 12 @ 2HR FIRE, (2) LAYERS 5/8" TYPE X, THIS SIDE ONLY 5� 12 2HR FIRE, (2) LAYERS 5/8" TYPE X, IiLDiNG DEPARTMENT PROVED 20 ® 2HR FIRE, (2) LAYERS 5/8" TYPE X, THIS SIDE �=06ev'�_ 10 y(�CHANGES AUTHOR17ED SIN(ESS APPROVED BY 1"HE t'0Jl[_f11NCz IN zPECTCFI Al s rE EIvE MAY 1 � ��R TAIL AT FI .e. ; ATTN: KERRY WENTZ SECTION VIEW ALL SEASONS SPA & STOVE (.cl CUSTOMER: MARK SPENCER BUI LDINGS, INC. 131 W DIVISION ST RECEIVED 2 °°4—B4th Ave, A R L I N G T O N, W A 98223 Stanwood. WA 9B2B2-9-9448 DRAWING: DETAIL SIZE DATE: SCALE: I i REV N.T.S. DRAWN BY: 05- 12-06 nnA WIND EXPOSURE: SNOW LOAD: S a e o 1. CONNECT FIREWALL TO UNDERSIDE OF PLY AT INTERIOR - - - - - - - - - - 4040 WINDOW 2030 WINDOW 4040 WINDOW ' 20-D" (r1 BATH $ si it 0 I I Ft 1 w I .3 15'-0" ; 0 SHOWROOM I i " `� j OFFICE 0 ,O � j11y {¢Y? iov }y 34 0 W'1, 'C(��"ltl�" ✓� TOILET i GW� ;w 1 30�8 FRENCH I lOOR 3080 DOOR 3068 ODOR , I I 1 1 I I I ® 1 I 9'-v On I L.a.y 1 1 Z , 1 1 I 1 - 1 1 I I 60'-Cl" 12--0" - - -- 1 j 4"CONCRETE FLOOR j '-- ---------r 1 1 I I r g r 1 '_�'- 1 0 � 18. 0 18X�0 ? L) z OPEN z 1 I I I lu �'r 1 <pCf3GkY t'. I I I I w 16 r , Ix LL _ •-1--9- -- -- - - - - -- - - - - - 4-+. _ 1 I I O 0 � 1] 1 I I I OL�.I:r•�, Lu O I I I yl LL 1 I 1 I 1 Iag DOgRI I _ r 4040 WIND" O WINDOW. - .4040WINDOW !,1040 WINDOW "CONCRETE �.�x'�{,y,- ` �l>3"OM.THIS AREA Ot�Y 1 • ' j� t� i r'•'. r 40'-0" ti s y PLAN R`ENED 2 .0 `N-ECTION DETAIL AT FIR EW YI112 AT WEST END SECTION ONLY IC(APE MITCE98 ATTN: KERRY WENTZ PLAN VIEW ALL SEASONS SPA & STOVE s pa n � cusroMER: MARK SPENCERECEI cUILDINGS, INC. 131 W DIVISION S VED Stanwood. A 98292-9446 A R L I N G T O N, WA 9 8 2 2 3 r DRAWING: DETAIL SIZE DATE: SCALE: REV 05- 12-06 o DRAWN BY: WIND EXPOSURE: SNOW LOAD: SHEET Page 2 of 2 vo I lit i Wurl: : ] I*ypv Adilt t',;Fr r rWt+ Foe } C�lA, tr}Id 066- Al — SIGN PERMP'' APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington,WA 98223 • Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS, INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2) FULLY DIMENSIONED PLOTPLANS IF APPLICABLE. Project Address: r 3 ` l�J��"l`<JJ<� Parcel ID#: Lot# Subdivision: 1 Owner: M�1Rl� St'=r R/ Qtl 4=AS� SF'A�-�T Phone Number: 3W - a5A — -7 aQ Address: City: State: Zip Code: Contractor: �� ss Phone Number: 11 9d, Cell Phone: Fax: E-mail: Address: lcn GAL_:_-NA fNz Ci±y; GJm State: WA Zip Code: Contractor's License Number: Expiration: WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS w FOB _ Total street frontage in feet Height of will `� h�.���;�, ,z FoasA�� 9 Length of wall C Height of proposed sign Area of wall `�� � �' Width of proposed sign _ ()VaeW _ €0vzV Area- s� 114AKIco-35�k Height of proposed sign S , S Total sign print area y �t lr &W.Un Length of proposed sign FZ 14ARio3� -otal sign cture area _ t`°raeffsr �, m eo N iq e f�h�- of s(9 Y`a5 e- '3 = w 1 No 0 t,,Js Area of proposed sign • -� NeUr� LPvty�"ll afS�yvlAg�' 10 � C �� GROSS FLOOR AREA -t' hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of Washington. RECEIVED Co - oC Applicants Signature Date JUN - J ME53 Print Applicants Name COA PERMIT CENTER FOR STAFF USE ONLY Permit# Accepted—By Amount Received Receipt# Date Receive WEB Forms—47 Page 1 of 1 5105 dwa I l T �;��s ,-- .�-. - ,�..�r3 .N� � � � 1 r�'1,�i .., � y a Lh y 1 po - - ' r WN c� m .. • a a I i W � En zrm o cwN y / ~ t0 O o � • 7 � w 3 v, Amy c a rr In OD 00u ugu -- u ii �► rnf (DI: nt p 'OQ i r r. t. r, t .. ,. • a ! 1 . 2 /1 N t f. 1t It Y 1i R . o 8[ ;10r 7:34 AM FROM: Fax TO: 403-3447 PAGE: 0 001 1 6 3 N N O Di-bond backer for sunshine d N Wall N 0 c a... 3 `� U t� c Lo -v E Z .0 �?►_' Lo y — 27 r V 'L N N O .9 (0 LL, 49 ULL Acrylic Letter o m N v, N 0 Wall a� m J e W ` N E L rn o>> a Z 0 Cc v M Co a v C m Ci N y y m CI) � a� U O CO) N U 8 `U) Q O Q Q Z Fri it II — IE o o GI? z �x f I 01 ID rn Q� G o m a N. � 0 3 ,brn s o m .�. o 0 7 a O O p W Z g \ tea O c0 • �� to y�-+ N ,"� I � II II agp�pA 1/ V `O _ N CD p O p p (? a ,A W y 0, W O D Q N OL 1 I 1 a s s x r r. a a a I� (c, t7f SIGN PERMF' 1. - APPLICATION +tING`iiG Department of Community Development City of Arlington • 238 N Olympic Ave. • Arlington,WA 98223 • Phone (360) 403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY TWO(2)SETS OF COMPLETE PLANS, INCLUDING STRUCTURAL CALCULATIONS WHERE APPLICABLE, TWO(2)FULLY DIMENSIONED PLOT PLANS IF APPLICABLE. Project Address: Parcel ID#: Lot#: Subdivision: Owner: ilkl*y �&Eh <2.Eg_l AL 1 L A�yu�m`4- � ,�, Phone Number: - � y1 Address: City: State: Zip Code: Contractor: �A� Fob -5 3D S Phone Number: `AaS --�u -Lq" Cell Phone: Fax: E-mail: S-.GtJs N_MsP C ,' p Code: Address. GALEtJA City: � - i Contractor's License Number: Expiration: WALL SIGN CALCULATIONS MONUMENT SIGN CALCULATIONS Heght of wall 4PP .4* 1`,. Total street frontage in feet Length of wall 5c) Height of proposed sign Area of wall �i3TT A S2GtJ Fes' Width of proposed sign Height of proposed sign Total sign print area Length of proposed sign Total sign structure area �,arFT' Area of prop - sign . �y aoY aAZAA �L�Ol7 reby certify that the above information Is correct and that the construction on, and the occupancy and the use of the above-described property will be in accordance with the laws, rules and regulations of the State of � ( S&0 Washington. i I`� C --- - RAG �006 Applicants Signature Date ` t Print Applicants Name `'o FOR STAFF USE ONLY �_�o�� sa Permit# Acce ted By Amoun ceived Receir # Dale Received 5/05 dwa V:B Forms—47 Page 1 of t c • fir••�� �� *Ali ii,&OF. i 1 W VA 1 r AW7 • . �i i i i i i . ) • ►1�,� ti I� Pop— 01r i -r • City of Arlington Development Services Permit Center f��, 4O�5-D ilk& REQUEST FOR REVIEW NAME: 14 t/'l BP #: 06- -70 DATE: RETURN THIS FORM BY: � — t —o(. PROJECT SUMMARY. full -- Sfc�►� l✓l S�- ���1\ RESPONDING DEPARTMENTS U TOM C., FIRE DAVE A. BUILDING RETA S., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE NATE H., PLANNING MARC H., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the "No Comments" box checked PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY _ . DATE ►coo G. S t City of Arlington • Development Services Permit Center REQUEST FOR REVIEW NAME: �ILpa,oXM BP #: 06- DATE: 1 RETURN THIS FORM BY: PROJECT SUMMARY: Sup V�A&� RESPONDING DEPARTMENTS TOI0 C., FIRE DAVE A. SUILDiNG KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B , BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING , ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form A'.th the''do Com,m;e ts"`—.x ctieckedl PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS 1'/W�� o� ,A- +z�t,�.� Dt c s REVIEWED BY S t t DATE s City of Arlington Development Services Permit Center REQUESTT FOR REVIEW NAME: %`T l l 3f CIs,W� ��qtL 2o-o- BP #: 06- OS� DATE: 10(0 RETURN THIS FORM BY: PROJECT SUMMARY: RESPO NDING DEPARTMENTS U %LC�ij1�%j TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING C��""`f BILL B., NATURAL RESOURCE YVONNE P., PLANNING *M10W., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the 'No Comments"lox checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE r.: f City of Arlington Development Services Permit Center REQUEST FOR REVIEW NAME. BP #: 06- DATE: jQ 1C)ln —RETURN THIS FORM BY: PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the"No Comments"box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DA1T' rs }r 1 ■ I I 3 � , / 1 I nor City of Arlington Development Services Permit Center REQUEST FOR REVIEW NAME: KID I S�aj_&`Y� sdeL' BP #: 06- ?DSO DATE: !/1/ Q L _RETURN THIS FORM BY-. PROJECT SUMMARY: *O re RESPONDING DEPARTMENTS TOM C., FiRE CAVE A. °UILDiNG KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING , BILL B., NATURAL RESOURCE YVONNE P., PLANNIN /VG ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORI IATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form wah the "No CC.mmeF,`.s"d:x c`.ecked. PLEASE NIARK ONE BOX. SIGN, DATE, AND RETURN THIS FORM TO PC ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ,' NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE r�M 1 s J r r • City of Arlington Development Services Permit Center REQUEST FOR REVIEW r NAME: BP #: 06- DATE: a O RETURN THIS FORM BY: 4JO- PROJECT SUMMARY: RESPONDING DEPARTMENTS TOM C., FIRE DAVE A. BUILDING KAREN L., UTILITIES KERRY W., BUILDING DERYL T., MARYSVILLE UTIL SCOTT B., BUILDING BILL B., NATURAL RESOURCE YVONNE P., PLANNING GREGG E., ENGINEERING CWA., CONSULTANT SHERRI PHELPS, BUS LIC JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form. If you have no comments, please return the form with the-too Comments'box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO PC ( COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT RE CEIVED ❑ COMMENTS -., REVIEWED BY DATE COP, PERMIT CENTER RECEIVEE , MAY 6 ?no COA PLA NINE OI4 :": FAX TRANSMISSION CITY OF ARLINGTON Community Development Department Permit Center 238 N Olympic Avenue Arlington, WA 98223 360-403-3551 Fax: 360-403-3447 To: Mark Spencer Date: May 1, 2006 Pages: 2 (including cover sheet) Fax #: 360.629.3460 From: Sonya Blacker, Permit Coordinator Subject: Comments regarding sign permit #06-7052 Y(ji Memorandum Department of Development Services Planning Division NG 6 Date: May 30, 2006 To: Permit Center From: Nate Hudson, Assistant Planner Re: 131 West Division, Arlington, WA (All Seasons Spa & Stove) Permit Techs, Planning is unable to complete its review of the above referenced permit as there is information lacking in the application. 1. There must be a scale on the sign detail plans. 2. Please provide calculations of wall area and square footage of the first floor in relation to sign area. 3. Sign measurements shall be calculated including the entire area within a single, continuous, rectilinear perimeter of not more than eight straight lines, or a circle or an ellipse, enclosing the extreme limits of the writing, representation, emblem, or other display, together with any material or color forming an integral part of the background per AMC 20.68.035. Additionally, I have noticed the following: 4. The height of the sign must not be higher than the windowsill of the second floor windows, except for businesses located exclusively above the first floor per AMC 20.68.440(A). If you have any questions, please contact me at (360)Za&A40Z G 403-3435 � G I T`! C]F AFRL_ I 1VGTC3114 GC]IhJST F2U(--T I C]IV PE HM I T FEE FtM I T IVC] _ 1255-6 39 3 Ovner: SPENCER, MARK PO BOX 654 STANWOOD 98292 Value of Work: Tax ID: 004618-006-011-00 Phone: 360. 629. 4720 Describe Work: DEMO EXISTING HOUSE Proposed Use: Legal Description: HALLER CITY BLK 6 LOT 11 Job Address: 131 W DIVISION Contractor's Name Type Address License# SIMON HOME SERVICES GEN PO BOX 1644 SIMONHS956CJ TOTALS Fee Permit Fee $100. 00 State fee $4. 50 � SIGNATURE: TOTAL FEE. . . . . . . . . . . . . . . . . $104. 50 I HEREBY CERTIFY T I HAVE READ AND EXAMINED THIS APPLICATION AND PAYMENTS. . . . . . . . . . . . . . . . . . $0. 00 1' iCDW THE SAME TO BE TRUE AND COR- ': :T ALL PROVIS10' OF LAWS AND TOTAL DUE. . . . . . . . . . . . . . . . . $104. 50 NANC 3OVERNI THIS TYPE OF R ' WIL MPL :L) WITH WHETHER 'IF;E N NuT. DATE RECEIPT # 4( 1 -7 -� 1s DING OFF 'I L t 1 �, _� � -- a �, _�, i ' _ � . 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L L C a G w "a 3 O Z m C 0. a 3 CAP 0o0 0 � m ommm as m 3 O > r a faaq � M o C o c P— A C C C C C o m' cD m w m ° m n) cn o vr a w ry � m ed goo NNN NN N NNNN N O w D CA Cn Cn Cn CA cn ML" CL) O r• O O 00 O O O O tT CD 7 0 1 s " " " _a � _a -& (A 1� -a &'' a m �• co m co cn co co m Ca c0 c CD OD co OD OD O OD GO 00 OD ( 4 -4 -4 V - V v v v -4 3 3 y 0 O w k`p w CO -I 0) al A to N O 'D CD L) 0 d �1 o A tTj ZZZ ZZ z Z Z Z Z p oo b o 0 0 0 0 0 0 0 0 0 � � �p O° i 0 y °� ■ th6 w K) e§ r- � - _ 2 Q- 0 k k ■ � § Cl) ■ a) 0 C3 $ CD 3 < M < 2 3 « E� a k E to $ _ k 9 k E � 00 � r 0 (D C) § � m k � CL § Z e � cr E O » Ln a k k� R / 0 91) 3 § � 06 2 2 2 L $ m _ k � _ pr -L _a � E o o o k co OD 0 e e ƒ ƒ o k ■ 0 Z4 , ill w . prV ) s10� �r1 iV►S�nG� en1"rN Agency Case No. PUGET SOUND CLEAN Date Received AGENCY 110 Union Sbv4 Suite 500 Seattle,WA 99101-2038 www.pscleanairorg Agency Use Only NOTICE OF INTENT Agency Use Only A Ptoiect Type 1 ❑ Friable Asbestos Removal 2 ❑ Friable Asbestos Removal&Demolition 3 XDemolition Only B. Property Owner: (t i r 1 V f r I Phone: l� MailingAddress: . ©• YJv4 Cit :J1°t► Iry State Zip: C. Asbestos PLF:1 F.PRM A . .Tms ff=BEFOURRETUWJM&WUZAffEL Contractor: O'IIeT/CEO Contractor Mailing Address: Phone: Job No.: City: state: n � ]Z' Fax: 1 D. Site l V V , 1 l ./ U�' ( C7lCity: Address: Zi Site IJ Manager: Local Phone: E. �-Atsbestosrvey or No.of Date of As��_� G- Was Friable Asbestos Identified? Yes o umed Structures: urve v,� Was Nonfriable Asbestos Identified? ❑Yes o AHERA Building 1 ���) n Certification#: (i Attach u copy of the survey when friable asbe cos Inspector. (� )ac t1 l Exp.Date: a SS U� has not been identified. An AMU Survey is required before all demolition projects F. Demolition Start No.of I Training Fire(List Fire Dept.) Information: Date: Structures: 2. ❑ Ordered Demolition attach copy of Order Demolition Insert demolition contractor's mailing address on bark. Will non friable asbestos be left in place during demo? Ll Yes U No Contractor: Ifyes,list type and qty. Note disposal requirements in Step 6(on back). G. Friable Asbestos Work Days: M T W Th F Sa Su Project Information: I Start Date: Completion Date: Holes: Will all friable asbestos ❑ Yes Total Qty.to be Removed: Linear Ft. Square Ft materials be removed? ❑ No —EYBoilerTurnace Insulation LJ Duct Insulation Ll Pipc Insulation U Fireproofing LJ Paints 13 Plaster LJ Textured Coatings Ll Cement Board LJ Cement Pipe L3 Friable Flooring Friable Roofing Material Other: It. Asbestos/Demolition Project Categories: Notification Period Project Demolition 1. Single-Family Residence(owner-occupied): _F" Surcharee A, ❑ Asbestos Removal Project Only A.Prior Notice A. $25 B.❑ Demolition Project(with or without asbestos removal project) B. 10 Days* B. $50 *(Asbestos removal can begin upon notification;demolition must wait 10 days) Note:Iftire single fancily residence is owned by one family who has been or will be using the residence as their domicile,the above boxes 1A or 1 B may be checked. If this is not an owner-occupied residence,one of the categories listed below must be used instead. A single anvil residence does not include yenta! ro ert ,multi-family units, or any mixed-rose building. 2. LJ All Other Demolitions(with no Asbestos removal or Nonfriable Asbestos 10 Days $100 only or less than 10 linear feet and/or 48 square feet of friable Asbestos Friable Asbestos Projects other than Single Family Residence): Asbestos Demo 3. 2� 10-259 linear feet and/or;->48- 159 square feet of asbestos Prior Notice 10 Days $100 $100 4. U 260-9991inear feet and/or 160-4,999 square feet of asbestos 10 Da $200 $100 S. Q >1,000 linear feet and/or>5,000 square feet of asbestos 10 Da $600 $100 6. U Emergency Asbestos Project or LJ Emergency Demolition Project Prior Notice $50 Emergency Fee (Single-Faniily Residences are exempt from ewer n fee;however,pmperty ownem must provile n written ewer tort uest I. I ce[tify that the information contained in this notification&supplemental data is,to the best of my knowledge,accurate&complete. Agency Use Only Si nature Representing Date Reviewed By Puget Sound Clean Air Agency Form No: 66-160(Revised 2/05)TS The Puget Sound Clean Air Agency requires advance notification before any person commences a friable asbestos project involving materials equal to or greater in size than 10 linear feet or 48 square feet and for all demolition projects (regardless of asbestos content)involving structures with a projected roof area greater than 120 square feet (Regulation Ill, Article 4). All asbestos removal and demolition notifications must be submitted to the Agency on current Agency forms. Asbestos removal and demolition projects involving materials and structures below the notification threshold are still subiect to all other requirements of Regulation III,Article 4. After receiving a complete notification with the appropriate project fee, the Agency will review the form and return a copy to the asbestos and demolition contractor by mail. The returned copy will be your validated notification. P{E'AS PIIIYln Mr.W10 IiI OG tEW1Ve i_1jAN idi].WLAee'L J. Demolition Contractor: Owner/CEO: Contractor's Mailing Address: Phone: Job# City: State- Zip: Fax: GUIDELINES FOR SUBMITTING AN ASBESTOSIDEMOLITION NOTIFICATION Step 1. Check the appropriate project type in Box A. Friable asbestos includes popcorn ceiling material,sheet vinyl flooring,cement asbestos board siding,and duct insulation. Nonfriable asbestos is normally found in vinyl floor tiles,window putty and most roofing materials. Step 2. Enter property owner information in Box B. Step 3. Enter the asbestos contractor or property owner information,if the property owner is conducting a single-family residential project,in Box C. Print clearly this is your return mailing label. Step 4. Enter the site address for all notifications in Box D. For multi-structure projects,attach supplemental sheet with a site map (include an address for each site)and a list of the type and amount of friable asbestos to be removed from each structure. Step 5. Check either asbestos survey or material presumed in Box E. All demolitions require that an Asbestos Hazard Emergency Response Act(AHERA)asbestos survey be conducted by a certified AHERA building Inspector. Attach a copy of the survey to the notification of a demolition proicct when only nonfriable asbestos or no asbestos is identified on the survey. Step 6. Enter the project information in Box F. and check the training fire or ordered demolition box if appropriate(a copy of the official order must be attached). All asbestos must be removed prior to conducting a training fire. Additional training fire requirements are contained in Regulation I,Section 8.08.If any nonftiable asbestos materials will be left in place during demolition, check yes and list the type and quantity of material. Note: Demolition debris containing nonfriable asbestos materials must be labeled as"nonfriable asbestos-containing waste"and be deposited at an authorized waste disposal facility. Step 7. Enter asbestos project information in Box G. List types of friable asbestos material to be removed:surfacing material such as popcorn ceilings or plaster,sheet vinyl flooring,duct and pipe insulation,cement asbestos board siding or pipe,etc. Step 8. For owner-occupied Single-Family Residential projects, check BOX H1A for renovation projects or BOX 111B for demolition projects (with or without asbestos removal). Asbestos removal may be conducted after a complete notification is received, but demolition activities can only begin on the 10"' day after the notification is received. Note. If the single family residence Is owned by one family who has been or will be using the residence as their domicile,boxes IA or IB may be checked A single family residence does not include rental properly,multi family units,or any mixed-use building. For Commercial asbestos projects(or projects that do not qualify as Single Family Residential);check the project category H2- 5 that matches the amount of friable asbestos that will be removed. If a demolition is involved, include the appropriate surcharge (additional fee)in your payment To file for an emergency asbestos or demolition project,check the appropriate box 1 —5 and the applicable emergency box in H6. All emergency requests must be accompanied by a letter from the properly owner demonstrating the need to conduct the proiect immediately in accordance with the requirements in Regulation 11I,Section 4.03(c). Step 9. Please certify the accuracy and completeness of the information provided by signing the notification in Box I. Mandatory amendments to the notification are required for changes that increase the project category, change the types of asbestos materials to be removed and changes to start date,completion date and work schedule for asbestos projects. No fee is required for work schedule changes if the contractor is participating in the Agency work schedule fax program. A $25.00 processing fee is required for all amendments. Puget Sound Clean Air Agency asbestos regulations and forms can be downloaded from the Agency web page at www.pscleanair.org. For technical assistance call(206)689-4058 and for administrative inquiries call(206)689-4090_ Puget Sound Clean Air Agency Form No.: 66-160(Revised 2i05)TS I MAR. 14. 2005 10:03AM NVL LABS N0, 0185 P. 3 NVL Laboratories, Inc. a� 470E Aurora Ave.K.Seattle.WA 98103 4102085 Tel:206-647.0100, Fw-206.634-im Bulk Asbestos Fibers Analysis www_nv9abs.aom By Polarized Light Mlcnoaeopy Client_ Lucus Building Inspections Batch #: 2503270.00 Address:2219 Lakewood Road Client Project#:n/a Arlington. WA 98223 Samples Received: 13 Attention:Mr.Chuck Lucus Samples Analyzed: 13 Project Location: Comer Hwy 9th 630 NE Comer Arlington WA Method- EPA/5001R-93/116 Lab ID: M19670 Client Sample#:432a Location: Corner Hwy 9th 630 NE Comer Arlington WA Layer 1 of 1 Description: Dladc asphaltic fibrous material with granules Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/binder, Sand Cellulose W% None Detected NO Lab iD: 2501BB71 Client Sample#:433a LoWlcn: Comer Hwy 9ih 530 NE Comer Arlington WA Layer 1 of 1 bescripson: Black asphaMc fibrous material with granules Non-Fbrous Materials: Other Fibrous Materials:% Asbestos Type: % Asphalt/binder, Sand CeNubse 30% Ions Detected ND Lab ID: 25019872 Client Sample#:434a Location: Comer Hwy 9th 530 NE Comer Arlington WA Layer 1 of 1 Description: Blacc asphaltic fibrous material with granules Non-Fibrous Materiale: Other Fibrous Materials'.% Asbestos Type: % Asphaltibinder, Send Cellulose 30% None Detected ND Lab ID : 25019873 Client Sample iP 435a Location: Comer Hwy 9th 630 NE Comer Arlington WA Layer 1 of 1 Description: Tan paper Non-Fibmus Materials: Other Fibrous Materials:% Asbestos Type: % einderFi9er Cellubse 70% None Detected ND Lab ID: 2.5019974 Client Sample#:43Ba Location: Corner Hwy 9th 530 NE Comer Arlington WA Layer 1 of 1 Doscription: Tan fibrous material Non-Fibrous Materials: Other nbrow Materials•" Asbestos Type: % B'rnder/Filler Caubse 70% None Detected ND L.ab ID: 25019876 Client Sample 0:437a Location: Comer Hwy 9tt+ 530 NE Comer Arlington WA Layer 1 of i Dmarlptlan: Tan fibrous material Non-Fibrous Materials: Other Fibrous Materials-% Asbestos Type: % BindedFiller Cellulose 70% None Detected ND L.ab ID: 26019876 Client Sample#:438a Location: Comer Hwy 9th 530 NE Comer Arlhiton WA Sampled by: Client DRAFT Analyzed by: Wei Long Tel Date Analyzed:03/11/2006 Note'If samplgs are nDt homogeneous,then subsampies of the components wem analyzed oeparaWly.AU bulk rarnpW am antyzod using EPA 6UM-M 10 Method with the following mrasm=rd uncertainties for the reported%Asbestos 5%=1-9%,10%=�15%,zo9'°=10 30%,SOW--Aa 014 Skis report relates only to the items tested. If samp!D eras not collected by NVL personnel,Own fhe aoura y of the esub prlos,rrbytt e methodology net brsod d c uidy of the sample collector. This report shall not be roproduced except in full,withoutwrimen spproval � product endorsement by NVIAP or any other og&nW Oliva Ua GoveovnwL Page 1 or MAR. 14. 2005 10:03AM NVL LABS N0, 0185 P. 4 NVL Laboratories, Inc. �700 Aurora Ave_N.,Seattle,WA 98103 #102t163 Tel:206.047.MDO, Fax;2ose3 A936 www.nvUalss.vom Sulk Asbestos Fibers Analysis .. .. BY Polarized Light MicroscvPy Client:Lucus Building Inspections Batch#: 2503270.00 Address:2219 Lakewood Road Client Project ftla Arlington, WA 98223 Samples Received: 13 Attention:Mr.Chuck!bus Samples Analyzed: 13 project Location: Comer Huey 9th 530 NE Comer Arlington WA Method: EPA/60DR-93111 O Layer 1 of 1 oesed0on: Tan sandy brittle material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Rier,Sand Cellulose 2% None Detected ND Lab ID : 25019877 Client Sample#:439a Location: Comer Hwy 9th 530 NE Comer Arlington WA Layer 1 of 2 Description: Tan woven fibrous material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Binder/Filler Ce9nlol:e 70% None Detected NO Layer 2 of 2 Description; Black soft material Non-Fibrous Materials: Other Fibrous Mated:% Asbestos Type: % Binder/Filler Cellulose 2% None Detected ND Lab Ill: 25019878 Client Sample 9:440a Location: Comer Hwy 9M 530 NE Comer Arlington WA Layer 1 of 1 Descrlption: Black lumpy foamy material Non-Fibrous Materials: Other Fibrous Materials:% Asbestos Type: % Synthetic foam None Detected ND None Uctooted ND Lab ID: 25019879 Client Sample#:441a Location: Comer Hwy 9th 530 NE Comer Arlington WA Layer 1 of 1 Description: Tan paper Non-Fibrous Materials: Other Fibrous Materials-ilt Asbestos Type: % erndeyl=;Ver CeRulme W% None Detected ND Lab ID: 25019880 Client Sample#:442a Location: Comer Hwy 9th 530 NE Comer Arlington WA Layer 1 of 1 Description: White sandy brittle material with paint NorrFibrous Materials: Other Fibrous Materials% Asbestm Type: % Binde~.Send CeyuloW 2'A None Detected ND — Lab ID: 26019MI Client Sample#:443a Location: Comer Hwy 9th 530 NE Comer Arlington WA Layer 1 of 2 Description: White sheet vinyl Non-Fibrous Materials: Outer Fibrous Materials:% Asbestos Type: % ypylibinder None Detected NO None Detected NO Sampled by: Client DRAFT Analyzed by: Wei Long Tai Dade Analyzed:03/11/2005 DRAFT Note:if samples arc not homogencou8,theft Gt"2mPles of the conponants wean analysed sepwab*.Ali bulk samplers are ana)yxsd using EPA sooru-s3/i s Method with the follo,"meaouroment uncertainties for Uw.reported%Asbestos(196=0�%,G9o- 1-896,1 b46-515°,G,?.0%=10-30%,50%m40-G0%).This repot relaiea only to the Items tested, lr aampiv was not eo)mcted by NVt.pal,then the acwrary of the results is limited bYgm mothodology and aeulty of the sample oonootm. This report ohan not be roproduoed~in full,mahout wn"bn approval of NVL Labomtories,Inc. Raw riot be used to claim product endorsement by NVLAP or any other agency of the US Gowmrnoat PWaorj MAR. 14. 2005 10:04AM NVL LABS N0. 0185 P. 5 NVL Laboratories, Inc. #1020153 470EI Aurora Ave.N.,Seettie,WA 98103 Tel-.2M547.0100, Fax-,206.M4.1936 Bulk Asbestos Fibers AnalySi$ www,nvilab3.Com BII polarized tight Microscopy Batch#: 2SD327D.00 Client:Lucas Building Inspections Address;2219 Lakewood Road Samples Received:Client Project#:n/a 1a Arlington,WA 98223 Samples Analyzed: 13 13 Attention:Mr.Chuck Luous Method: E s Analyzed' 13 project Location: Comer Hwy 9th 63D NE Comer Arlington WA 16 Layer 2 of 2 oescripbon: Gray fibrous material with mastic Non-Fibrous M als: tester Fibrous B.COMM � None Detected Binclw*ller,Msstidbinder Lab iD= ComerraH y 9thli530 NE Came Arlington WA Location: Layer i of 2 pesori0on: Tan vinylAsbestos Non-Fibrous Materials: Other Fibrous Materials: None Ducted NO Vinylibinder Cellulose Laver 2 of 2 oescriptfon: Ten woven fibrous material with mastic Non-Fibrous Materials: Other F&ous�e lose �o NoneDetected .ND einderlFiller,Masdeftilnder Sampled lrly= Client =DRAFT Anaiyaed by: Wei Long Tel Date Analyzed:03/11/2005 then subsssmp es otthe componw(s ware anatyzod yepemto�r Al bark temples eta analyzed 9 LPAfi00/R931178 Note:If SWMIes are not homoged+�. 1 Method with the fovm tg measummera uncertainties for the reported%Asbettna(1 the Wour—aq of rwufts Knitted by the modoiogy and a udy report reintos only to the here tgstiCd. Irsample was not coHedod try NVL potEonnel,then the abgif2ry of the sample en dffr�nent collector. This t ort shall nut be agency r duCedthe Govern in full.ment ment without walnn approval of MIL Lahomtofies,InC It sh80 not be used to claim Page 3 cry C ' REnn ''Lr� I• C F 0 V EI��City of Arlington MAR 28 200� (61 Building Department Utilities D"'`v REQUEST FOR REVIEW FORM NAME: J�Q-1'l��U� BP #: 05- DATE: �/z RETURN THIS FORM BY: "S Loh PROJECT SUMMARY: �Qxvui ! J 7 !2 17a1i1 S RESPONDING DEPARTMENTS: ❑ TOM C., FIRE KAREN L., UTILITIES DERYL T., UTILITIES ❑ BILL B., NATURAL RESOURCE ❑ YVONNE P., PLANNING ❑ GREGG E., ENGINEERING ❑ JIM T., CONSULTANT ❑ CHUCK W., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments, either on the drawings or in memo form, to the Building Department. If you have no comments, please return the form with the"No Comments" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO LINDA. ❑ COMMENTS FOR THIS REVIEW ARE IN ATTACHED MEMO ❑ NO COMMENTS FOR THIS REVIEW, OKAY TO ISSUE PERMIT COMMENTS-4)4, � spy,�y"I, ' w� REVIEWED BY DATE `7 Scott Black From: Gus Tararan [gtararan@ci.arlington.wa.us] Sent: Thursday, March 31, 2005 8:32 AM To: Scott Black Subject: 131 Division Scott; the meter located at 131 Division has been removed for the demolition of the house, there are stakes around the meter box so the machinery involved in the demolition hopefully will not crush creating problems. Thanks Gus 1 DEMOLITION 7 o PERMIT APPLICATION Department of Community Development City of Arlington • 238 N Olympic Ave. •Arlington, WA 98223 - Phone (360)403 3431 • FAX (360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED TWO(2)SETS OF FULLY DIMENISIONED PLOT PLANS AND SITE CLEAN-UP PLAN, TWO(2) COPIES OF AN ASBESTOS ABATEMENT REPORT COMPLETED BY AN APPROVED AGENCY. Type of Permit: (check one) ( ) Residential ( )Commercial OC&. 0!/-00 Project Address: ( Y�esn- 0 i5►n / Parcel ID#: / Lot#: Subdivision: t6rc- c C .4Ao c4 6 • Building Area (Sq Ft) ZoD No. of floors: Number of Buildings: Owner: MA-kK ,S RE�r EK Phone Number: 3(.0" (=2-9- - 17 2D Address: P,0 � Bat (M51 City: ),rf4),4W(%3J State:_ Zip Code: 982-12. Contact Person: ':i�nfSr--P-T S I)KON Phone Number: 31n - 584- 75�11 Cell Phone: q25- 4GO Fax: 31aO 384- 663W E-mail: I/W_E36_) ya►d ,(aem Address: Pio. Y,C) City: 61_^uW6d0( State: till-_ Zip Code: 9A2'72- Scope of Work: Contractor: IMAM 40m kSEf-U(C& S Phone Number: 4?S- t Cl - S32-3 Address: P.61 zox 1(0119 City: State: I/J 4 Zip Code: g197-9Z Contractor's License Number: S I MO N 14.5 ` SLC 7 Expiration: 02,/)1/ 200:7 I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above- described property will be in ac ordance with the laws, rules and regulations of the Stat of Washington. Applicants ignature Date RobE�� �!S 1W tiI Print Applicants Name RECPEN'VEL) MAR 2 8 2005 COO BUILDING DEPT Forms/DEMO-1 r71� Snohomish County, WA Assessor Parcel Data _ Page 1 of 2 Snohomish .-N-- Government information &Services County4O Washington * R E AL * Property Information County Quick Info Direc o Departments Employment CalendarQuestion s Search County Home links: Common AssessorHome Treasurer Home Information on which Department to contact links: Please view Disclaimer If you have questions,comments or suggestions,please Contact U,s. Date/Time:3/28/2005 9:30:27 Answers to Frequently Asked Questions about Parcel Data(opens as new AM window) Return to Property Information Entfy page Parcel Number 00461800601100 Prev Parcel Reference 46180060110000 View 1V Q of this parcel (opens as new window) Links to property information below • General Information Names&Addresses,Property Legal Description • Treasurer's_Tax_Information Total Current Year's Taxes and other information • Assessor's Propetty Values Market Values,Current Use Values(if any) • Assessor's Proper Propedy Characteristics Tax Code Area,Use Code,Parcel Size • Assesso.r's_Structure(s)_Data. Data related to the structures on a parcel • Assessor's Property Sales Sales recorded since 7/31/1999 • Assessor's Mapping Information Traditional and Interactive maps,Neighborhood General information Taxpayer Name 11 Address (contact the Treasurer if you have questions) SIMON PAMELA 11 709 HAWTHORNE LN - - - CAMANO ISLAND,WA 98282 If the above mailing address is incorrect and you want to make a change,see the information on Name and Address Changes Owner Name 11 Address (contact the Assessor if you have questions) CONTENTO JOHN U III 11 CONTENTO GARY M - 1151 SUNSET DR- - FAIRIIANKS,AK 99709 Street(Situs)Address (contact the Assessor if you have questions) 131 DIVISION ST - - -ARLINGTON,WA 98223 Parcel Legal Description HALLER CITY BLK 006 D-00-LOT 11 Go_to...-t p...o...f_p...age http://web5.co.snohomish.wa.us/propsys/as.../Prp1ng02-ParcelData.asp?PN=0046180060110 3/28/2005 Snohomish County, WA Assessor Parcel Data Page 2 of 2 Treasurer's Tax Information Taxes For answers to questions about 'faxes, please contact the Treasurer's office (opens as new window) 2005 Taxes for this parcel $1,094.45 (Taxes may include Surface Water Management and/or State Forest Fire Patrol fees. LID charges,if any,are not included.) To obtain a duplicate tax statement,either download our Tax_Statement Regue.st form or call 425-388-3366 to request it by phone. Go to top of pane Assessor's Property Data Characteristics and Value Data below are for 2005 tax year. Please contact the Treasurer's office for answers to questions about Taxes (opens as new window) For questions ONLY about property characteristics or property values(NOT taxes), please contact the Assessor's Office (opens as new window) Property Values do not reflect adjustments made due to an exemption, such as a senior or disabled Values persons exemption. Reductions for exemptions are made on the property tax bill. Tax Year 2005 Market Land $38,5001 Market Improvement $60,100 Market Total $98,600 Go to top of pace Property Characteristics Tax Code Area(TCA) 00110 View Taxing Districts for this Parcel (opens as new window) use Code 111 Single Family Residence-Detached Size Basis ACRE Size 0.08 Go to ton of Me Property Structures - Type Yr.Built Structure Description Dwelling 1922 1 Story SFR View Struc...t.re-Data(opens as new window) Go_to_top._of.page Property Sales since 7/31/1999 Explanation of Sales Information(opens as new window) Sales data is based solely upon excise affidavits processed by the Assessor. No sales for this parcel have been recorded since 7/31/1999 Go_to_top_of.page Property Maps Township/Range/Section/Quarter,links to maps Neighborhood 5203000 Explanation of Neighborhood Code(opens as new window) Township 31 Range 05 Section 02 Quarter Sw Find parcel maps for this Township/Range/Section View Map of this parcel (opens as new window) http://web5.co.snohomish.wa.us/propsys/as.../Prp1ng02-ParcelData.asp?PN=0046180060110 3/28/2005 1994 Washin I State Nonresidential Eneray Cc Com liance Fofm -Envelope • - 2& ENV-UA!'ne 1994 Washington State Nontesrdenhal Energy Code Compliance Forms AMd.1094 Project Address Date Space Heat Type ❑ Electric resistance 3,AII other For Building Department Use Glazi xig Area as%gross exterior wall area % t7 Concrete/Masonry Option ❑Yes RJ No Notes:If glazing area exceeds maximum allowed in Table,then calculate adjusted areas on back(over). If Concrete/Masonry Option is used, Target U-factors,SHGC and Glazing%will be different than shown below. Refer to Table 13-1 for correct values. Building Component Proposed UA Target UA List components by assembly ID&page# U-factor x Area(A) =Uq,(U x A) U-factor x Area(A) =UA(U x A) U- �Jo Plan ID: %�48 -44612 I?S- U= Plan ID: _ Glazing% Electric Resist. Other Heating co U= Plan ID: 045% 0.40. 0.90 Ij U= Plan ID: L01 /��n OF D`11U UNGTON 0.40.. . _ 0.75 > C7 U= Plan ID: BUILDING DEPARTMENT 1," natallowed 0.60 U= Plan ID: P P ROV E D > not allowed 0.50 U= Plan ID: (see Table 13-1 for ConclMasonry values) I,U= Plan ID: U= Plan ID: Glazing% Electric Resist. Oulu Heating o CM U= Plan ID: i Cl:. All 0-15% - -0.80 1.45 t N to ESS ACP110' L!J I U= Plan ID: „ ,11 ,,,. -, >15-20% 0.80 -.1.40 "� I I111Jrz 0 U= Plan ID: >20.90% not allowed 1.30 U= Plan ID: >30•• G% -not allowed 1.25 U= Plan ID: (see Table 13-1 for CoWMasonry values) 0 a U=,7/ Plan ID:.ST L� STEEL %, 19S ISK a / S 0 g U= Plan ID ,l a&J E Electric Resist: Other Healing O U= Plan ID: 0.60 0.tD- ` R=Jo Plan IDt ,4 2,d16o /03 aid 2 ao $ NO R= Plan ID: Electric Resist. Other Heating R= Plan ID: 0.031 0.036 R= Plan ID: tti t $_ R= Plan 10: Electric Resist. Other Healing 0 % R= Plan ID: 0.034 0.050 R=Z Plan ID: O t�a 2.z�3 A? / 2,211(3 '/7 R= Plan ID: R= Plan ID: R= Plan ID: 3 - so O Electric Resist Other Healing R= Plan ID: /U�' w' //� Ordinary 0.062 0.14 Q- R= Plan ID. �, �� t Metal stud 0.11 0.14 o o. R= Plan ID: �. 7 Conc(mt) 0.19 R= Plan ID: c: Conc(oth) ..025 0 25 9 R= Plan 1D: rzi V' R= Plan ID: a ,, ' Electric Resist Other-Healing m 'a• R= Plan ID: Ordinary 0.062 0.14 a R= Plan ID: SIP Metal stud 0.11 0.14 d ti R= Plan ID: —__.; o R= Plan ID: [?'.iTri$ ( Electric Resist. Other Healing -11-�-j- e 0 R= Plan ID: 0.029 0•� 4 � R= Plan ID: R= 0 Plan ID: 73 260 /411�' o 4 v R= Plan ID: Electric Resist OtIW Heating rn R= Plan ID: F=0.54 F=0.54, R= Plan ID: (see Table 13-1 for radiant floor values) 'For CMU walls,indicate core insulation material. Ls For compliance: Totals / 7Z44 Totals Ss2d 7 1)Proposed Total Area shall equal Target Total Area,and 2)Proposed Total UA shall not exceed Target Total UA. 1994 Washin i State Nonresidential Erier Cow Com liance Form 1994 Washington State Nonresidential Energy Code Compliance Forms Aprit 1994 Project Info Project Address Date For Building Department Use Applicant Name: Applicant Address: Applicant Phone: Project"Descri tion ®New Building ❑Addition ❑Alteration ❑ Change of Use K mpliance Option ❑ Prescriptive . �.Component Performance ❑ ENVSTD ❑Systems (See Decision Flowchart(over)for qualifications) A� lysis Space Heat Type ❑ Electric resistance ❑All other (see over for definitions) Total Glazing Area Glazing Area Calculation (rough opening) Gross Exterior Note:Below grade malls may be included in the (vertical 8 overtxd) divided by Wall Area times 100 equals a Glazing Gross Exterior Wall Area if they are insulated to /the level required fw opaque walls. �♦�Z Zr / Q e Concrete/Masonry Option ❑Check here if using this option and if project meets all requirements for the ConcreleJWsonry Option. See Decision Flowchart(over)for qualifications. Enter requirements for each qualifying assembly in the table below. Envelope Requirements(enter values as applicable) Opaque Concrete/Masonry Wall Requirements Fully heated/cooled space Insulation on interior-maximum U-factor is 0.19 Minimum Insulation R values Insulation on exterior or integral-maximum U-factor is 0.25 Roofs Over Attic If project qualifies for Concrete/Masonry Option.fist walls All Other Roofs with HC 2 9.0 Stu/fP-IF below(other wails must meet Opaque Wall requirements). Use descriptions and values Opaque Walls �z from Table 20-5b in the Code. Below Grade Wals Wall Description U-factor Floors Over Unconditioned Space (including insulation R-value 8 position) Slabs-on-Grade v Radiant Floors Maidmum U-factors Opaque Doors 7 Vertical Glazing `4 v Overhead Glazing Maxanum SHGC(or SC) Vertical/Overhead Glazing Semi-heated space' Minimum Insula[on R-values Roofs Over Semi-Heated Spaces* 'Refer to Section 1310 for qualifications and requirements Notes: 1994 Washin; ii State Nonresidential Energy Co'_-"Pompliance Form rig 1994 Washmoon Slate EneW Code Compoanee Famns ApM.199� Project Address Dale The following information is necessary to check a building permit application for compliance with the building envelope requirements in the Washington State Nonresidential Energy Code. Applicability Code Location Building Department (circle one) I Section Component Information Required on Plans Notes GENERAL REQUIREMENTS Sections 1301-1314 1301 Scope Unconditioned s aces identified on plans if allowed 1302 Space heat type ves no n.a. Electric resistance Other Indicate on plans that electric resistance heat is not allowed es no a. 1310.2 Semi-heated spaces Semi-heated s aces identified qn tans if allowed 1311 Insulation no n.a. 1311.1 Insul.installation Indicate densities and clearances no n.a. 13112 Roof/ceiling insul. Indicate R-value on roof sections for attics and other roofs; Indicate clearances for attic insulation: Indicate baffles if eave vents installed; Indicate face stapling of faced baits ye�no n.a. 1311.3 Wall insulation Indicate R-value on wall sections; -� Indicate face stapling of faced batts; Indicate above grade exterior insulation is protected; Indicate loose-fill core insulation for masonry walls as recess; Indicate heat capacity of masonry walls H masonry option is used or if credit taken in ENVSTD; yes no 1311.4 Floor insulation Indicate R-value on floor sections; Indicate substantial contact with surface: Indicate supports not more than 24r o.c.; Indicate that insulation does not block aidlow.through foundation vents yes no t ! 1311.5 Slab-on-grade floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 24'from top; Indicate above grade exterior insulation is protected yes no :a 1311.6 Radiant floor Indicate R-value on wall section or foundation detail; Indicate slab insulation extends down vertically 36"from the top; Indicate above grade exterior insulation is protected; Indicate insulation also under entire slab where r 'd.by Official no n.a. 1312 Glazing and doors Provide calculation of glazing area(Including both vertical vertical and:overhead)as percent of gross wall area no 'ma. 1312.1 U-factors Indicate glazing and door U-factors on glazing and door schedule(provide area-weighted calculations as necessary); Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers;-gapwidth,low-e gas fillings yes no 13122 SHGC&SC Indicate glazing solar heat gain coefficient or shading coefficient on glazing schedule(provide area-weighted calculations as necessary 1313 Moisture control e no n.a. 1313.1 Vapor retarders Indicate vapor retarders on warm side no n.a. 1313.2 Roof/ceiling vap.reL Indicate vapor retarder on roof section; Indicate va .retard.with sealed seams for non-wood strut. es no- n.a. 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section es no ri.a. 1313.5 Crawl space vap.reL Indicate six mil black polyethylene overlapped 12'on ground 1314 Air leakage no n-a 1314.1 Bldg.envel.sealing Indicate sealing,caulking,gasketing,and weatherstripping no n.a. 13142 Glazing/door sealingIndicate weatherstripping Kno 1314.3 Assemb.as ducts Indicate sealing,caulkingand asketin RESCRIPTIVE/COMPONENT PERFORMANCE Sections 1320-23 or 1330-34 es no Envelope Sum.Form Completed and attached. Provide component performance wgrksheet if necessary Provide ENVSTD screen 1 out ut if necessary If no is Circled for any questton, provr a exp anatlon: y 1994 Washinc State Nonresidential Ener Y Coc' ';om liance Form 1994 Washinpion Slate Nonresaenual Encegy Code Compliance Forms APet 1994 Project Info Project Address Date For Building Department Use Applicant Name: .Applicant Address: Applicant Phone: Project Description Briefly describe mechanical system type and features. ❑Simple System ❑Complex System ❑ Systems Analysis Compliance option (See Decision Flowchart(over)for qualifications) Equipment Schedules The following information is required to be incorporated with the mechanical equipment schedules on the plans. For projects without plans,fill in the required information below. Cooling Equipment Schedule Equip. OSA CFM SEER ID Brand Name' Model No.' Capacity' Total CFM Econo or EER IPLV3 Location Heating Equipment Schedule Equip_ OSA cfm ID Brand Name' Model No.' Capacity Total CFM Econo Input Btuh Output Btuh Efficiency' Fan Equipment Schedule Equip. ID Brand Name' Model No.' CFM SP' HP/BHP Flow Controls Location of Sennce 'If available. 2 As tested according to Table 141,142 or 143. 'It required. 4 COP,HSPF,Combustion Efficiency,or AFUE,as applicable. 5 Flow control types:VAV.constant volume,or variable speed. ?� ci I j N U U C I Y m � oa I " ro U ° I A Z c o a I z w a t O` O I LL J Z o N ai a E I Q - LU a O r/`{ 0�1 'E a r m OC p m w w w Q cn C C t CL > W col O O I Y I I CU U cn Il z -,Co- o o N a � 0 Q U � a a o aEi ca CD � � Y � cu I t O z N o E E I a N _ # # z O N O \ ? O I 1� Q N C7 a) a) Y J -E Cc" m I z w m H V c9 Z a CU IV \ ' N '7 I a Q 2 2cr T C w Q it a o tr -jLU oN z x cn Lo cn O O a c m ~z O � _ A H W w = c a-i Q 1\ °. E E (D ff E t ° wJ U 4, is w! 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N L� W L O. > — V� O O LL �— LL O « O F— LL Q E 'r y y ~ m w _ -O 7 cn U O -O LL LL d d F'- J y LL a�7 W a) Ln to LL F- a) LL LL d m O o 7 0 �' o Z ° 0 O d °� d a LL LL LL 0 p ) LL LL ° Y J w LL LL LL S LL I J c�i E Q m0 0O o p w d d LL ? _ E c.3 a ; W LL u\ ° a a V O LL J LL z ~ a ° ° aD aci ° °U c> O Z } N Z o 0 o a LL 0 LL 2 Z LLU w cz d N U > d a a a � w F- _ ~ w m Z F- F- a Z N LU Q a Y QLL O _m N w m m U F- LL W Z Z z W Q LU 2 O W Q Q Q W O O > > C7 F— (n F— LL m C7 U F— m 0 Q O d z o co � � M co �co _ u zl I z �- U O O ; M cc O IL 7 C 00 LU N c m W y LU UCD c c # LLI Z y _O J N 0- 2 C L �n C Y J H O W cn w �,� �• N_"� C L w F- N = i N U L E Z m y,L m m y c L LL ` ' ' CC O LL w aa) CD aci aa) d oci 3 W O CO •y w y ~ m C a) L X a) a7 d Q G O m = (n to N v� N vf-'i 4 d (, > cc ca *'' �• T afDi °' LL ' = H O m O O O LL v -�`' LL L m L c J N E 'a a, Ln LL } 0 F- O J p J w C7 Ln y c p m u a ° a te L c� O LL J LL z ti �3 Z W +' ++ '^ Y H �' N 7 7 .0 .0 .0 E U y ++ ,V +� .E ++ m W Z J LL 2 Z w W m m C7 c c t m m t to C O L C C m O co cc v m p m LL Q Z O c cc + c � mEn � in � 2 � � � � pmcn > (D043 2 F- CL H 0 � � z_ O 0 N Q a 1 00 ~ m CL = w LL to O X cc U N E m m U O t J _ y W W S Q w = O W Q Q Q W O O c aL LL m _ a m Ln F- LL 2 m o U o Z OC w ORT N GOV T LOT 13, SEC. 2, TWP. 31 N., RGE. 5 E., W.M. ` U -- - - ! adz — — GRAVEL — ------- ------ — — r MHM 98 AVEL ALLEY WAY y$ RIM= SIB 65 --_ I --- IINN= 92.04 S S S B� SEWER PIPE S - PP SEWER STUB II j i ' Q _ aZ ZL II 10 E EX. SEWER CO o C E :SOE I • FN9D0 'OO�E V � (TO BE REMOVED) O; n L g \ ;;0� NT / \ � 1 ^" R POL I PROJECT coW W � e SITE HAI GRAPHIC SCALE ELINK FENCE / \�\CO I 1 U Z N r 11 ON PFbTT) N3 n C ![TI 11 I NIGHTY MAP lV a / ♦[' \ 1 4L'v \ I I I N.T S. 8 0 3 1 0 LEGALII /i DAL DEBCHPOow / TOTAL AREA - 12.335 S0. FT. 1 �q\ / t 5L-2 CB al M � LOTS 11.12 AND 13 BLOCK B.HALLER CITY ACCORDING TO THE PUT a� fq, I I I THEREOF RECORDED IN VOLUME 2 OF PLATS.PACE 22.RECORDS OF I ' q,,.Cy / 1 v i I I SNOHOMISH COUNTY.WASHINGTON VERTICAL DATUi NAVD 198E PROPOSE C 2,400 SF BUILDING '+P 1 /�/ III(1III D EXCEPT THAT PORTION THEREOF SOLD TO an a ARUNGTM FOR STREET. I / LOCATION ; \\ 1 L 0 0 0 1 ///��� ��I'� O o n AND, 1 nn lK' II o 11 I R-CORDING NG N S 1537 CON ND I TO STATE OF WASHINGTON BY DEED UNDER v BRASS TC WN 10•CONC BASE 1 "Y � \ II - II 1 R=CORDING NOS.IS]7BB.AND 15]7865 wND: II SURVEY CONTROL DATABASE-POINT ID 1749 \ 1 ///Qp/,;� 33�� 1 C D EXCEPT THAT PORTION CONDEMNED BY THE STATE OF WASJHINCTON UNDER 1 REC ELEV.74 77 \ 1 1 1 / 0 Q Cl 1 1 / E fl SUPERIOR COURT USE NO 89710 \ 1 1 t1 1 SITUATE IN THE COUNTY OF SHONONOSH.STATE OF WASNINCTON 111A •oa4y T1) ORARY•ENC III, I AM \ - � o t : 1 O �� l M PROJECT DATA• - w O CONIC NAIL WASHER CL SIDEWALK \ O U IN HANDICAP RAMP FOR CROSSWALK \ O10 j _1p� C : n 1. T TD S NE QUAD WY 9 A HWY�]0 OI p~�\/ Olp AIRISOICTON: CITY OF MUNGTON •�•�.. ELE V- 100 00' I \ CO• O o_ g O .o II I PROJECT ADDRESS 131 dV14ON STREET •I. w ( � S. - tl I w UINGTON WASLINF.IM 98223 `...,• .../ r S ,�a u PARCEL INFORMATION oo46le-oD6-olI-a0 !•W`as'. g R, 1 c 11 I 1 �cs.In..NdS I ^�'��.^♦x4li' ♦ S I 11 I xuNGTM us[c1T0E: CENTRAL BUSINESS ol,uwcT 3 REQUIRED PARKING: 2400/40D-6 STALLS u PARKING FRONDED 10 ( I I I of m1 \ .\ i\• b6` .;..- \.� 1' / U .... ......... I ........ - Liml .. C.E9 5r n I ,e rtl�dAWwc &AISA_ SEE UNDSC—G PLAN Y ✓ HA �.......SO if 11P'C... - 1PN•........-. 9 II IIu1T D151®G:1 \ J-51(N E \, 1 ` \, \ • _• �L_I I I INNTR Cl p OF A CWNTY PIN '9TANTION TZ \ '• / 'I OS/ /�. 1N wAIER: CITY OF wRUNGIpN T {O 1 \ 1•• SEWER. CITY OF NNUNGTON L �` mNo \\� `^- C` 1 // n TELEPHONE CASCON \\ 1 I \ V B u I, GAS: CASCADE NANkµ 4w5 CORPORATION \'JS I 1( I 4:,15, ��- \� �•.I' 1 13 LF a 2.00X UINMNm SPENCER \ I 0 0 Box 654 TR7AI STANWOOD.WA 98 2 Q�f'Cj•'• �`' �IG✓ 1 / 1 I I L /1PPL3CANT• p PHONE:(360)629-4720 _ u - _ -- \ NE9.39-22'E _TCET RANDALL DEVOIR(C(INIACTI •N. 1 --1--�� .y I LACE GVL ENC>tIIEEAS• [ASCAD[SURKYING A ENGINEERING. INC •f FED 1 _ _ )E D� I 1 g( �O BOx 326 L1 - Ono. W RH2'2• MALT FAI,Y WAV 1 1 PHONE: (360)A435-5551 _N90'00'---_-_----_-- _-_ .. �yE�n y _______-L-_--__ _- T H M 15 0 00' __-_ -- MIG - %005 sN DIVISION STR=ET < NOTE- i = N m FOR BASIS O-BEARING. O U O ♦ 6 '^ .. 4 .- N.1 AF NO RECORDED UNDER W ¢ S 1 J,kw.? N HIGHVAY MON Z O5•O3YRR {\/.-m�-.-�/� —_-----_—_—_ NB9.39 22E 114,37' LEGEND c< e • z W v d F4jAA Ri ♦ 4A�,S ^� DENOTES IX AN SEWER 4H(AE '. O V DENOTES IX WATER LINEO\O ro g� D ^� DENOTES CA STORM DUNNAGE UNE CAT W �N•N o ^' DENOTES CAT BASIN Ib�QN•7 XW4 \�' DENOTES TELEVISION PEDESTALS ',TONIC /A • DONORS CY ME FENSY DOVIQ o1/ou" V� W --- -�- DINOT6 CYCOH(GATE W J DENOTES ROAD CENTER LINE DENOTES PROPERTY LINE CALL 48 HOURS City of Arlington v J DENOTES RIGHT-OF-WAY -- — - -� A DENOTES D3AaNT PROPERTY Th:(adW— -11 0E NNnwd,rm EOR1�i N1NR11YNx DENOTES SEGOON DNE BEFORE YOU DIG J U3 LL U) CONDRIONAUY APPROVED D ----------- DENOTES EXISTING EASEMENT 1 —8 0 0—4 2 4—5 5 5 5 — DENOTES PROPOSED DRAINAGE V — DENOTES PROPOSED WATERLINE 1 WF WSI4w4wM pEW AVFrFYT T W eMN 4r.WOROE b LAW PWH.A P4AAAA wAW DENOTES PROPOSED SEWENUNE — DENOTES PROPOSED GATE VALVE iWRmL LN•Y d AIn N7LWNaoW «XPLxNIW NRIN y1 W VI NIISM O11R1pM W . --- DENOTES PROPOSED BLOITOFF ASSEMBLY 1 of 1 — DENOTES PROPOSED HYDRANT 9 •-... DENOTES PROPOSED NATER METER # 16232 0 '�-� DENOTES ROOF DOWNSPOUT I:\LNDPR3\16232\DWG\I6232CEN DWG(SITE) i ,. R ORT'N GOWT LOT 13, SEC. 2, TWP. 31 N., RGE. 5 E., W.M. _ _ U A 1 9 ----- GRAVEL ALLEY WAYRI 98.66 ? = 1 INV= 92.04 - — —_—_— 1PROJECT 6• a Z s s : �-�� s PPSEWER STUB ZL PP '^EEE [ E --•[ __E —E —E E E E V nEX. SEWER C-O. N90'OD'OOT � /� Iso,00 'i'(TO BE REMOVED) A4 -MTR POL N WE Z. Q >Ul rcEXIST. CHAIN \ O I I V 0 1c Z ` n `1 GRAPHIC SCALE' LINK FENCE _ v V U •(IN Meer) I \ IT~` / \\ O '—� ��''' \ I I 11 1 VICPiTY MAP Z Lu 1 N I—e- 10 a / I II I O .T.S- o n 3 I I \/1, 1 f�l D L£�AL DE8(iRpTIDN• - TOTAL AREA 12,336 S0.FT. I / I SLQ2 v • -\- O Fl LJTS n,12 AND 71,BLOCK s.HALLEn an,AcctllmlNc TO THE PUT 6 11 THEREOF RECORDED IN VOLUME 2 OF PUTS,PACE 22.RECORDS OF ;;j �.�- VERTICAL DATL*A / I / I , Iu I SEOH WSH COUNTY,WASHINGTON 11 NAVD 18N / PROPOSED L2.400 SF OCATION BUILDING i Off, \\ ^ 0 0 I a EXCEPT INAr PORTION THEREOF SOLD TO CITY OF ARLINGTON FOR STREET. L/) pz n 4t p : IQI �/ O II I EXCEPT THAT PORTION CONVEYED 70 STAR OF WASHINGTON BY DEED UNDER BENCHMARK, I Q`')P--•�Q__ \ _ I '{. 9 I I R;CDRWTD NOi 1537884 ANO ISS7R&S�NOc _ SURVEY CONTROL DATABASE-POINT ID 1749 I =�61 e g U EXCEPT THAT PORTION CONDEMNED BY THE STATE OF WASNINGTON UNDER V� REC ELEV-74.77 I I i / J//� SUPERIOR COURT CASE N0,B971 O. 1 \ O I - • ll 1 3 if II I SITUATE IN THE COUNTY OF SNOH MISH.STATE OF WASHINGTON, \ a / a01J1 r TEMPORARY BFNCIWAAK• Izo o/ I • U I PROJECT DATA• .p !O FCONC NAA A WASHER CL SIDEWALK \ o I 6 IZ p IN HANDICAP RAMP FOR CROSSWALK \ I� ?�� -10 / n .IURISDICTON: CITY OF ARUNGTON C O S NE QUAD HW 9 k HWY 530 4 v/ aLr) ff4ss p PRO.ECT ADDRESS 131 OINSION STREET " ��Ina ELEV- IOD.pO' \ O• �I O � 010• II I ARUNGTON,WASHINGTON 98223 '��• U PARCEL INFORMATION: 004618-006-011-OD Iy Aa• �` 9 1 1 m � 1 l0 I I I !Z� 2E0 IRICT 3 REWIREDPARKIN: 40/00-6 STALS \ti I ® ✓�( 'lF / �, 1 U J PARKING PRONDED: 10 GB\y/ n - ._ SEE LANDSCAPING PLAN O2 A - II I IIIV.iT nISTmC1i I D• \ 50 LF TYPE 1 INFlLIRATIW 7REH4Il% I� SIGNAL \ \ {...a........................ . -....... S -I 11 I POWER: SNOIOu15H COUNTY PUU •' TA14TION I k• \ 05/ uI WATER: 0 OF ARUNGTON SEWER: CITY OF ARUNGTON Jss ' C 3� 1 .I I TEIEPHaNE vER zoN GA GAS: CASCADE NATURAL S CORPORARON �¢• I II 1 -N I 13 LF O 2-Do%WIC I U! APPLICANT. uMlt SPENCER Fl BOX STA 0. - STANWOD WA 911292 PHONE:(360)62972D j •Y C/C 8 ( I U - 1 �4 LE R/CR STEET ^ N89'39'22'E I LIGH7 CIVILENGINEEA$- RAN ALLCASCADE SURWYNG hT ENGINEERING.INC •� I - �.a I I QE AR1YBoxGTO 326 98223 ASPHALT WALKWAY 1 I I -` PHONE (360)t}S-SSSI W N90'00'00"E .. --- ----------------L------ ----------------------_------------- TBM 150.00' e \ w AG - 3 2005 DIVISION STREET NOTE- = Z w m FOR BASIS OF BEARING, a Z W p ♦ SEE SURVEY RECORDED UNDER W ¢ _ �yiLmrl' , EF'(�• �I,j(Y.s. � A F.NO.20050J215412TC07 P. �:�I� L �'� I HIGHWAY MON. LEGEND 3' Z W 7 S �� DENOTES ElL SEWER MANHOLE L W '�- DENOTES EX DENOTES L WATER LINE O D DENOTES EX.STORK DRAINAGE UNE •0 ]771D R ' DENOTES CATCH BASIN •A•+.1"s BSI% F_ ❑• — DENOTES TELEMSON PEDESTALS �S/ONAL Y' �/�cI� ! tL — DENOTES CYCLONE FENCE D6•IES 01/01/06 � ..J ^� DENOlES CYO-ONE GATE W V- DENOTES ROAD CENTER UNE ^� DENOTES PROPERTY UNE CALL 48 HOURS City of Arlington ¢!- -� DENOTES RIGHT-DF-WAY ThMpOlad Ia bean found W comply Wv a0 appbmda Olrra ow-If regu e"Is wa Was - - - - DENOTES ADJACENT PROPERTY UNE BEFORE Y 0 U DIG J U)Cn --- -... DENOTES SECTION UNE ———— DENOTES EMSTNG EASEMENT 1 -8 0 0- 4 2 4- 5 5 5 5 CONDITIONALLY APPROVED W IDs -r DENOTES PROPOSED DRAINAGE on .20 DENOTES PROPOSED WATERLINE { O W a• I.aYy•n ed"m If.Paml PI.—refs' DENOTES PROPOSED SEWERUNE t vb em peas a•Im m aril ^� DENOTES PROPOSED GATE VALVE My yN°0P"•�'' -w ��m ^� DENOTES PROPOSED BLOWOFF ASSEMBLY 1 o f 1 ^� DENOTES PROPOSED HYDRANT DENOTES PROPOSED WATER METER # 16232 o -ti DENOTES ROOF DOWNSPOUT r\L4"A1a232\OwG%1a2320EfLOWG(SITE) ORT'N GOWT LOT 13, SEC. 2, TWP. 31 N., RGE. 5 E., W.M. JPROJE V `3N 7 Z ------- _RIM 98 RIM= 90.65 - GRAVEL ALLEY WA1' 11,,''B SEWER PIPE SZPP SEWER STUBa� Q Z PP ept CX. SEWER C O mN90'00'00"E E 1� ,(TO BE REuOvED) n 'p�j O) w�t ��/ 'd >WGRAPHIC SCALE SLINK FENCE ' U I » 2/; C Lj}jL� Z p o 10T[eer I O / I / \ I I vICINT.S MAP L 1a�n- m rL '' * S \ 1 - II I G. N.rs W r s x t , 4 u n. I / LTT I P �2 LEGAL DESCRIPTION• 1 n TOTAL AREA = 12.335 SO.FT. I .H / O I CB O I GE LOTS If.12 AND 13.BLOCK 6,HALLER CITY,ACCORDING TO THE PLAT p� /y THEREOF RECORDED IN VOLUME 2 OF PLATS,PA 22.RECORDS OF I VERTICAL DATUM- 'tJn_Cly / II I SNOHOMISH COUNTY.WASHINGTON. a �sI NAVD 12B8 PROPOSED 2,400 SF BUILDING "Y \ y. O EXCEPT THAT PORTION THEREOF SOLD TO CITY OF ARLINGTON FOR STREET, LOCATION _ 11 BENCHMARK , �^ I V� • II I EXCEPT THAT S 1537 CONVEYED TO STATE OF WASHINGTON BY GEED UNDER /� J S E/L SD/mot J J' OO.f.� \ P d It I REGORGING NOS IS37B84 AND 1537085 AND; II S/SURVE OO IN L TABS BASE �`� S /'I [' pQ$ SURVEY CONTROL DATABASE-PONY ID 1749 a V flEC ELEV-74.77' EXCEPT THAT PORTION CONDEMNED BY THE STATE OF WASHINGTON UNDER 11)]✓"1 )// SUPERIOR COURT CASE NO 89710. V /\ g3- R< II t STUATE IN THE COUNTY OF SN OIROMISH,STATE OF WASHINGTON ® BE -_� `1) Rh TEMPORARY cimARK. V \ o y` I • ��p'�• Ij ( PROJECT DATA. CONC NAIL•WASHER CL SIDEWALK (C \ p1 .( IN HANDICAP RAMP FOR CROSSWALK �' oIo (g I yI AIRISDICOON: n11 ar ARIIIWIO/i pl4 TO 5 NE QUAD HWY 9 k HWY 530 \ CIO .Qr i� R .R/1 $) • -_�f U' Il pl II I PROJECT ADDRESS: 111 ONSION STREET jPy1fo 111 A._ Sr '�1 I P ARLINGTON.WASHINGTON 98223 IZ- ELEV-10000' t' \ ro' 'I ! U i PARCEL INFORMATION: OD4619-006-011-00 Xq I MUNGT�ON USE CODE: CENTRAL BUSNESS DISTRICT 3 1 1 REWIRED PARKING: 2/00/400-6 STALLS LI I PARKING PROVIDED: W p m 'I I � ................................�............ - n ll"id'�"'aaa JCL ILASIL SEE LANDSCAPING PLAN I >� 8O L7 TYPE I VWXYRATION TREN r_ I I I InIL1Y D1ciRICT':. SlGr1 AL "ems \ .. - I G/` II I POWER: SNOHONISH COUNTY PUD TANTION I / I s ...• �! U 1 WATER CITY OF ARINGTON SEWER: CITY OF ARUNGTON rn l )J I ` I I� �1 D TELEPNME. VERI20N ^ 3 C ^ 'rI' - I Q ll � e Rq1 �0 II I CAS CASCADE NATURAL GAS CORPORATION p u)IFFO � 1•V( 'iC G 13 LF O 2.0OX MIN. _ �PL T- I I x U APPLICANT- NARK SPENCER P Or BOX 654 STAN WOOD,WA 96292 y.�� TRAM Cplla(TE Bqq ER �* I ,f I - _� lu I PHONE:(360)629-4720 I 4 „ N89'3922 E STEET RANDADE DEVORSURVEYING (GDNucr) EO ' � I UGNI GIVE.EN8lEE7ia• O4 E•I�� CASCAOE SURVEYWC k ENGINEERING.INC 1 I We AR BOX]26 �_-_ ASPHALT WALKWAY ! r77 I PHONE.(3so]5 23 �5 51 y 1 r. I --- ----------------L------ N90'00'OO�E F . Ta,I 150.00' fRECRIVED DIVISION STREET AUG _ 3 2005 NOTE- FOR e FOR SUR OF BEARING. SURVE SEE Y RECORDED UNDER < Iy II A F NO 200503245412 QCCC fIJ (�'L�J�)Shd jh,�A Ii ` 1s 3 HIGHWAY MON. d/1ieFri \ Pt \ 7y1NG DEP _�_—..�-.�- - N89_19'22'E --'—'-------- —_ _—'_--- - --- - —_• UP O --�� 1143T �� ag S'/� Os Cn Z-O L�V O 3 Q V LEGEND Z W Zz p1 ♦R P D S '�-- DENOTES E%.SEWER MANHOLE — "♦ 7`/� J DENOTES E%.WATER UNE O> tl —! — DENOTES EX.STORM DRAINAGE UNE O t --- DENOTES CATCH BASIN / Cherry laurel,Prunes taurocerasus(xm) M I N (QPfL, e ,+ 36,Ls�, D_ ❑e -�- DENOTES TELEVISW PEDESTALS -5I.P.G-Ini Ft:koo —, ID'D.G• EAST 5(DE , °lel�• . W `" DENOTES CYCLONE FENCE Cranberry Coicumeaaster,Cotonea�ste/Tr spiculata(110)MIN L 'Y7ONAI. ' C • -�- DENOTES CYCLONE GATE -A6 ODE PI`I E P ON PL-A 0 O�JL[5 DI/01/OF �� Q J y-X Salal Gricacese Gaultherin shallon(xl l) N1 IN V Par �ad UQ LL _ -- - - -- — DENOTES ROAD CENTER UNE p��"�� �sN Pt�+`� -�- DENOTES PROPERTY ONE © K7 YG� D -�- DENOTES RIGHT-OF-WAY SWtetgum tree.Liquidembar styrocint[a(x13) M I tJ RU64 CALL 48 HOURS City of Arlington Q Z PL' BEFORE -YOU DIG This projep has been found to QO NpTy W1A a1 1 a J ^- DENOTES ADJACENT PROPERTY UNEJ -' '�- DENOTES SECTION UNE o YpPIr.IDM OK__Lh nl r u 10oM AOO was U) PRrkiWq AreN=3720 SF X 20/.s�d4 SF(Min.S6Wdinq Required} "Q° -CONDITIONALLY APPROVE - ---- -�- DENOTES EXISTING EASEMENT Total Square foulugc of Shading p rovided= 830 SF 1 —8 00—4 2 4—5 5 5 5 Hyena —� "-- DENOTES PROPOSED DRAINAGE (FGR f'RRKrr.l C7 R-��A) on ^� `/� 1 1 .rwra.Rnn d W i'.n ,Mp .- DENOTES PROPOSED WATERLINE No I�r.,{J il:jrT�01� OPOSF D•��� INII n be'.R,.n..L.DAIVNwp. 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J t^ CHECKED KEW DATE 6 05 y 35715 q �<v r v' �t"35,oNAi4�G�} Engineers Surveyors Planners J FIELD BOOK ARL.106 DESIGN RENEW REVISIONS 12/05 WFS I ' P.O.BOX 326 FAX:(360)435-4012 FILE* Z-05-038 REVISION DATE BY EXPIRES:01/01/OB ARLINGTON,WASHINGTON 98223 (360)435-5551 -800-593-5i4