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12306 172ND ST NE_BLD20077367_2026
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Ga N: a. a Go � k! ���� LA J l �I 1 J VY COMMERCIAL REMODEL PERMIT APPLICATION -IN c:io Department of Community Development City of Arlington-238 N Olympic Ave. -Arlington,WA 98223-Phone (360)403 3551 - FAX(360)403 3447 THIS APPLICATION MUST BE ACCOMPANIED BY FIVE(5)SETS OF CONSTRUCTION PLANS,FIVE(5)SETS OF SPECIFICATIONS,FIVE(5)SETS OF STRUCTURAL CALCULATIONS AND THREE(3)SETS OF NREC ENERGY CODE APPLICATIONS, Type of Permit: .*omm rQcial Remodel ( ) Commercial Addition Tenant Improvement Project Address: Pa cel ID •01 Project Description: �- D' GI Dar p Project Valuation: Construction Type: 1�—Occupancy Group: Building Area(Sq Ft): 1-t Floo 2nd Floor: 3rd floor: Floor: Number of Units( ulti-family) Number of Bu dings: Owner: Phone liumopr: �r-� Address:` City: FC r 1 State: Wf\ Zip Code: �p�+ T S Contact Person: ti �t Phone Number: q— Cell Phone:L _ Fax: E-mail: Address4 City: State: Zip Code: Contractor: Paul's PI-1 C Phone Number: 3 G,0 • Y 3 5. ~ Iz.3o� l7Z^��5 frz�f'NE ri,� �i„� l�C� Zi Code: q$zz3 Address: City:--.----� State: Zip Code: License Numbe . I A�L`S G 5 0 Expiration: ° d y Plumbing Contractor, Phone Number: Address: City: State: Zip Code: Contractor's License Number: A A Expiration: Mechanical Contractor. VGA SQ.to Phone Number: Address: City; State: Zip Code: Contractor's License Number: Expiration: I hereb certify that the bove information is correct and that the construction on, and the occupancy and the use of the above- rib ro y in ccordan 'th the law , rules and regulation of the State of Washington. pplicants m Date l_za.be7� Print Applicants Name FOR STAFF USE ONLY U -7- 7567 Ab — Permit# Acoepted By Amount Received Receipt# WEB Forms—09 Page i of 1 Ik FM l7.'S 60 - 75zn APR 05 ZOOM .t A-0 �� — ���r b'eto v7 CUP, PERMIT CENTER f I 1 l . I ' � 1 TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS -INN Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington, WA 98223• Phone(360)403 3551 • FAX(360)403 3447 A. FEES DUE AT TIME OF PERMIT APPLICATION The following non-refundable fees will be collected at the time of application for all tenant improvements projects. 1. Building Plan Check Fee S. CODES The City of Arlington currently enforces the following: National Codes 1. 2003 International Building Code(IBC) 2. 2003 International Residential Code(IRC) 3. 2003 International Mechanical Code(IMC) 4. 2003 International Fuel Gas Code(IFGC) 5. 2003 International Fire Code(IFC) 6. 2003 Uniform Plumbing Code(UPC) 7. 2003 International Property Maintenance Code(IPMC) 8. 1998 Accessible&Usable Buildings and Facilities(ICC/ANSI 1417.1) Washington State Amendments 1. WAC 51-50 Washington State Building Code 2.WAC 51-51 Washington State Residential Code 3. WAC 51-52 Washington State Mechanical Code 4. WAG 51-54 Washington State Fire Code 5. WAC 51-56&51-57 Washington State Plumbing Code and Standards 6. WAC 51-11 Washington State Energy Code 7. WAC 51-13 Washington State Ventilation and Indoor Air Quality Code 8. WAC 296-46B Electrical Safety Standards,Administration,and Installation Arlington Local Amendments and Regulations 1. Arlington Municipal Code Title 16 Buildings and Construction Chapter 16.04 International Building Code Chapter 16.10 International Residential Code Chapter 16.16 Washington State Energy Code Chapter 16,20 Washington State Ventilation and Indoor Air Quality Code Chapter 16.24 International Property Maintenance Code Chapter 16.32 International Mechanical Code Chapter 16.36 Uniform Plumbing Code 2. Arlington Land Use Code 3, Arlington Municipal Code Title 15 Fire Chapter 15,10 International Fire Code Chapter 15.24 Sprinkler Requirements C. CITY OF ARLINGTON DESIGN REQUIREMENTS Design Wind Speed: 85 miles per hour(IBC Figure 1609) Ground Snow Load: 15 pounds per square foot(IBC Figure 1608.2) Rain or Snow Surcharge: 5 psf added to flat roofs if slope is<1/2'per foot(IBC 1608.3.4 Vto Sfon 7-10 Seismic Zone: This is site specific for building designed under the IBC. Rainfall: 2 inches per hour for roof drainage design. ���...rrr Frost Line Depth: 12 inches U t1 WEB Forms-51 Page 1 of 4 3107 d a 0, �uJ r d-7- 736 7 CCrt VT CENTER 1 . ' .f NY °'^ TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223•Phone(360)403 3551 • FAX(360)403 3447 Soil Bearing Capacity: 1,500 ppsf unless a Geo-Technical Report is provided. (IBC Table 1804.2&IRC R401.4.1) D. PLANS AND DRAWINGS Submit eight(8)complete sets of drawings and plans. Drawings and plans must be submitted on minimum 18"X 24",or maximum 30"X 42"paper.All sheets are to be the same size and sequentially labeled. Plans are required to be clearly legible, with scaled dimensions, in indelible ink, blue line,or other professional media. Plans will not be accepted that are marked preliminary or not for construction,that have red lines,cut and paste details or those that have been altered after the design professional has signed the plans. Please Note:A separate submittal of plans is required for each building or structure. DETAILED SUBMITTAL REQUIREMENTS Mark each box to designate that the information has been provided. Please submit this checklist as part of your submittal documents A. [P/SITE PLAN-REQUIRED WITH ALL SUBMITTALS (May be included as part of the Architectural Drawing cover Sheet) 1. Drawing shall be prepared at scale not to exceed 1"=20 feet. 2. Show building outline and all exterior improvements. 3. Provide property legal description and show property lines. 4. Provide dimensions from the property lines to a minimum of two building comers(or two identifiable locations for irregular plan shapes) 5. Show building set backs,easements and street access locations. 6. Indicate North direction. 7. Indicate finish floor elevation for the first level. 8. Provide topographical map of the existing grades and the proposed finished grades with maximum five feet elevation contour lines. 9. Show the location of all existing underground utilities,including water,sewer,gas and electrical. 10. Flood hazard areas,floodways,and design flood elevations as applicable. B. RCHITECTURAL DRAWINGS 1. over Sheet a) Building Information 1. Specify model code information. 2. Construction Type. 3. Number of stories and total height in feet. 4. Building square footage(per floor and total) 5. IBC Occupancy Type(show all types by floor and total). 6. Mixed-use ratio(if applicable) 7. Occupant load calculation(show by occupancy type and total) 8. List work to be performed under this permit b) Design Team Information 1. Design Professional in Responsible Charge 2. Architects 3. Structural Engineers 4. Owner 5. Developer 6. Any other Design Team Members WEB Forms—51 Page 2 of 4 3107 dwa In m-UsUnA oil a I „ - 11 y r_ T E J i�1 mm I -A- • III - 1 1 r Nib .��. f y* � .��/1) -lit' - it: • n A: ski* (L -ij�� _ J L=� I - BUJ L �� i •� p -_ � _,,. _�:��� i :. - - - sue- _• - ••� - - � �_!: it J I 04 y011111 1.OII1 �1. %A S 1 N• 4 1 ,w _ L L • - - _ f IA-% I •ti ;,:iA�T-MM f-■I !,L�_irITM ':6 JHPLTr I . - T -- Sti i �Y 1N 1 - 7.1 �• i n i r f R I`MR ' H _•II 11 - Ml -.44 1 Atti`_a ' :Ir'7Q-1 1 I * Rt4m . • - - .� A. +� •' +fir •■ :.� �'- _ p•,,,�.,,� — �i i �' - - 1 yy OIL - r•i� - :'"ter � ►� 41V'.7� .1� �41L' � _ -'l� �r ��' - � I - I� Ntdd►xi i w w N"mm ti -/qi ■ IIRU i L. 94Ir inr.IN s R.AIIII ail Ornr" i v1 —4mf Fun r . n :1 dN'!% •. 1 is :(E, 1 11 - 1 IIII� �•) 1 u INCI %;I L �I OIT ■ 1 an.* ■ mum _ n _ iFe. *Fr i*ti R 1. r �'�1Y °� TENANT IMPROVEMENT z SUBMITTAL REQUIREMENTS �PCrN G,i OO Department of Community Development City of Arlington•238 N Olympic Ave. •Arlington,WA 98223•Phone(360)403 3551 • FAX(380)403 3447 2. Floor Plan a) Plan view 1/8"minimum scale. Details a minimum%-inch scale. b) Plans must show the entire tenant space. c) Specify the use of each room/area. d) Provide an occupant load calculation on the floor plan.(on every floor,in all rooms and spaces) e) Show ALL exits on the plans;include new,existing or eliminated, f) Show Barrier-Free information on the drawings. g) Show the location of all permanent rooms,walls and shafts. h) Note the uses in the adjacent tenant spaces, if applicable. i) Provide a door and door hardware schedule. j) Show the location of all new walls,doors,windows,act. k) Provide details and assembly numbers for any fire resistive assemblies. 1) Indicate on the plans all rated walls,doors,windows and penetrations. m) Provide a legend that distinguishes existing walls,walls to be removed and new walls. 3. ❑ Reflected Ceiling Plan no C' C-t'n-^ a) Plan view 118"minimum scale. Details a minimum 1.-iwnch scale. b) Provide ceiling construction details. c) Provide suspended ceiling details complying with IBC 803.9.1.1,Show seismic bracing details. d) Show the location of all emergency lighting and exit signage. e) Detail the seismic bracing of the fixtures. f) Include a lighting fixture schedule, �j��/�4, El -"Framing Plan Q` �b C& / `c a Specify the size spacing, acin span and wood species or metal gage for all stud walls. p Y . P 9, P P 9 9 b) Indicate all wall, beam and floor connections. c) Detail the seismic bracing for all walls. d) Include a stair section showing rise, run, landings, headroom, handrail and guardrail dimensions. 5 ❑ Storage Racks(if applicable) �\( CL � YA a) Structural calculations are required for seisrhic1bracing of storage racks eight feet or greater in height. b) Eight feet or less,show a positive connection to floor or walls. NOTE;High pile storage shall meet the requirements of current International Building and Fire Codes. C. ❑ SPECIAL INSPECTION U 1. Where special inspection is required by IBC 1704,the registered design professional in responsible charge shall prepare a special inspection program that will be submitted to the City of Arlington and approved prior to issuance of the building permit to comply with IBC 106.1. D. "� WASHINGTON STATE ENERGY CODE Q/A` 0D 11.. Two completed 2003 Washington State Non-Residential Energy Code Envelope Summary forms. E. P/OCCUPANT'S STATEMENT OF INTENDED USE 1. The Occupant's Statement of Intended Use form shall be Completely filled out and may require the submittal of a Hazardous Materials inventory Statement(HMIS).Contact the Arlington WEB Forms—51 Page 3 of 4 3/07 dwa 3 • 1 ILL 16P 11 _ •.i:� ` II _� ; K:. 1 ;C?rl hYt, I - u n I[•r 1114 �1 I -ra_1 ko 10 .*tin . 4: -41 r' R I I jy• Y LL .il.. - -. V — V. V I» -■ - — • ILI • ,01 • 11 • - I- - — - Im u_ 1 •.� �i 11� � � � � ,try•� _II • - � � .fir ' jL• ' 11: ti I p U1 . ► it _ 1 �i IIII 1 11 I I/71 V T r •ii IF is BSI I - ♦_ 1 1 ti /1 l'- 1 ■ 17r _ -11 I - I `r i riff 1_ - :.i L =1 _ Ity►► _ _ Ito.- I _ n j ,1 I ;Ion jkk 8 I I -�.i.- ,S• - � - � � ,r.k. ntihj-=�r' '1'••• 1• •1�' - ����-rto� I r,� - —' II i.. i 1 [�-- L■ 1�11� •�s����1�.1►7 .��.1��#ii■1.J � .� I I AIL IIII Jl 1 , I 1►q b. = I,�i�.r - �- I--+ 'nL I_ �L-6*410 kL 1.4UIuV ! ,1 14.1 1 r AR I I -. 1 1 • .v TENANT IMPROVEMENT SUBMITTAL REQUIREMENTS �R"INC.�/ Ln - Department of Community Development City of Arlington•238 N Olympic Ave. .Arlington, WA 98223•Phone(360)403 3551 •FAX(360)403 3447 The building permit does not include any mechanical,electrical, plumbing or fire sprinkler/alarm work.These permits are issued separately.Mechanical,electrical,plumbing,or fire sprinkler/alarm permits require a separate permit application and may also require separate plan review. Please note that any tenant improvement work in a space that involves food handling or preparation requires Snohomish County Health District approval before the permit can be Issued. You must provide the Permit Center a copy of the approval letter or the approved plans.Contact the Snohomish County Health District at(425)339-5250 with any questions or for more information. An intake appointment is required for all large Tenant Improvement Building Permit Applications.To determine if your project requires an intake appointment to schedule an appointment or to erasure that you have the most Current information, please cbntact the City of Arlington Permit Center at(360)403-3431 or by email to permittech0,ci.arhngton.wa.us. Application by courier or mail will not be accepted. Incomplete applications will not be accepted. I acknowledge that all items desig led as submittal requirements must accompany my Building Permit Application to be considered a complete, al. Signatu Date: r/Own rr Representative Company: C l Phone: J WEB Forms-51 Page 4 of 4 3/07 dwa L =1►I . •� ' -A tPjQ _' � .. L . • 1 v �•I I . 11A iLT •t r;� 1_ _' _ nil INC •JJ. I I I 71' y1 1 U 111I■ tl to .1 1 41„^ -1_ 1' _ - . • J 1 _NI W1 :• yl 1 1 • 11 ■ lNM1 J rtv _ Iu # - t 11 •I- '.TI - �- I 'QC -4-7 ;. -,. I ^ . = L 7 _ 1 ., S 6T4I 11 Op., P v Yt _ I I_ I v 1 -1 _ 1-JW 1 5'r tV�[ ■ ,l Id'' • I IN IIL 1:slip!Idr -r. _ I -? ■ Ill. ut AN :' I I •11- ' tm* WN ' I v T:.ir A ._ -Yr1r HL 41. - I »1: 1 G -1 11 .■ 1• -,q}•.� a �� /'�. -1 - -A R TI Yv AL - - ill IA v. I = n 1 OCCUPANT'S STATEMENT 7t o OF INTENDED USE -ING.. Development Project# Permit# t Project Name/Tenant 4�act .,(,nd-a, Site Address Bldg/Unit/Suite IBC Construction Type �� IBC Occupa y Type Description of Use G 0 111/ l Building Square Footage Area of Construction --?D Will there be any installation, modification or removal of the following? (Check all that apply) ❑ Automatic fire extinguishing systems ❑ Compressed gas systems ❑ Fire alarm and detection systems ❑ Fire pumps ❑ Flammable and combustible liquids(tanks,piping ect...) ❑ Hazardous materials ❑ High piled/rack storage ❑ Industrial ovens/furnace ❑ Private fire hydrants ❑ Spraying or dipping operations ❑ Standpipe systems ❑ Temporary membrane structure,tents(>200sq ft)or canopies(>400 sq ft) Provide details on any of the above checked items: Installation,changes,modifications or removal of any of the above may require additional submittals, information,or permits during the plan review or construction process. r ed Name of Oce !A ent r �„ sign re of Occupant ge t Date E f VFD WEB Forms-31 Page 1 of 1 APR U 5 20015l05 dwa d7-1367 COA PERMIT CENTER r b�w r,� _. �. a � ��.- ` , _ I mill 55 . l i t3 W , 4 4 4 Y� A STILLAGUAMISH SQUARE a SITE / BUILDING LEASING PLAN RECEIVED 07-7367 COA PERMIT CENTER �:��n � �� �� �; !t � •� ! . G1T Y fit, City of Arlington 7� o Community Development lING't Permit Center REQUEST FOR REVIEW NAME: L 1 I ie:C:e.2M a- BP #: 0-7- 7,3 DATE: y.. 5-0 7 RETURN THIS FORM BY: Y- r 9-0 7 PROJECT SUMMARY: 75/ s f exrns;�r+ a ! + 1r. tir.:nC RESPO/NDING DEP:,P.T"VIENTS TOM C., FIRE DAVE A , BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YVONNE P., PLANNING SHERRI PHELPS, BUS LIC CWA., CONSULTANT DERYL T., MARYSVILLE UTIL JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO — NO_ COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY =— J� DATE 41 A� —r 0 6 G1T Y 0Al City of Arlington �� o Community Development t1NG� Permit Center REQUEST FOR REVIEW NAME: L L I-y1:<<PM,-Lr- BP #: o-7- 73[: 7 DATE: `/` 5-07 RETURN THIS FORM BY: 1V-/9 o 7 PROJECT SUMMARY: 75l Sf 2X, anSioh 6 ! + lliar.:nl RESPONDING DEPART"ViENTS TONI C., FIRE DAVE A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YVONNE P., PLANNING SHERRI PHELPS, BUS LIC 2001 CWA., CONSULTANT DERYL T., MARYSVILLE UTIL ,. - ., (y`Y Jam, ;;:, :.., v i'7a�'^�/�' T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE , < /�ZZ - ul� Y ME CE I VE [Di City of Arlington APR 0 5 2007 jo Community Development lditsD v- rNPermit Center REQUEST FOR REVIEW NAME: 1q:C,pm_,.[a- BP #: o l- 73 L DATE: 7 RETURN THIS FORM BY: Y- 9 v 7 PROJECT SUMMARY: 75l sf 2x,+ar�s,'oh G + 21r: ur.:nt r:ESPCNDING DEP:�RT.MENTS TCP.,t C., IRE DAVE A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES SCOTT B., BUILDING ENGINEERING YVONNE P. PLANNING SHERRI PHELPS BUS LIC CW A., CONSULTANT DERYL T., MARYSVILLE UTIL JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. COMMENTS FOR THIS REVIEW ARE IN THE ATTACHE© MEM.O__- ❑ NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE 1p * Utilities DivisionCity of Arlington Memo To: Engineering/Permit Center From: Reta Shepard, Utilities Specialist CC: file Date: April 16, 2007 Re: Building Plumbing Permit #07-7367 for La Hacienda Restaurant The documents submitted with plumbing permit#07-7367 have been reviewed for compliance with City of Arlington Utilities Division regulations. Comments are as follows: 1. 61 additional seats are being added to the Restaurant/Lounge. The present grease interceptor is in good repair and able to handle the extra load. However, future inspections may indicate the need to clean the interceptor more often than is presently required. 9 Page 1 1 G1T Y Or City of Arlington -7 o Community Development LING'S Permit Center REQUEST FOR REVIEW NAME: L lge,Ci�K icL BP #: DATE: y._ 5 07 RETURN THIS FORM BY: Y-/I-v7 PROJECT SUMMARY: 75 ,,r,;, „ � rsJr. ur.:nC rRESPCNDII`JG DEP;;P,T"viENTS T0P,1 C., FIRE DAVE A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOURCES RECED SCOTT B., BUILDING ENGINEERING p W? YVONNE P., PLANNING 4. SHERRI PHELPS, BUS L IC C; r%Prry {T ' i�;,%,A., CONSULTANT DERYL T., MARYSVILLE UTIL GEC it JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑,/COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS ,6 d.REVIEWED BY��-- ���— DATE 7 R CE�yED ♦1 Y U City of Arlington o Community Development LINGO Permit Center REQUEST FOR REVIEW NAME: /. lqlc, tyl,�,L BP #: DATE: y- 5-() 7 RETURN THIS FORM BY: Y- u 7 PROJECT SUMMARY: 751 s 2xi n�s, r rz ;,Kr._i4.0 RESPONDING DEP;;P.71_",,1ENTS TOM C., FIRE DAVE A., BUILDING UTILITIES KERRY W., BUILDING BILL B., NATURAL RESOUR ECEIV2D SCOTT B., BUILDING ENGINEERING '"' ! ` 20;;j YVONNE P PLANNING SHERRI PHELPS, BUS LCOA PERMIT CENTER CWA., CONSULTANT DERYL T., MARYSVILLE UTIL JIM T., CONSULTANT SUBMITTAL INFORMATION IS ATTACHED. Please review the information and return this form and your comments in memo form to the Permit Center. If you have no comments, please return the form with the "Okay to Issue" box checked. PLEASE MARK ONE BOX, SIGN, DATE, AND RETURN THIS FORM TO THE PERMIT CENTER. ❑ COMMENTS FOR THIS REVIEW ARE IN THE ATTACHED MEMO NO COMMENT FOR THIS REVIEW, OKAY TO ISSUE PERMIT ❑ COMMENTS REVIEWED BY DATE_ f 2003 V 'n ton State Nonresidential Energy Code Compl' 'e Form Building Permit PlaIriff Checklist ENV-CH 2003 Washington State Nonresidential Energy Code Compliance Forms Revised July 2004 Envelope - General Requirements 1311 Insulation Product samples used for U-factor determinations shall be 1311.1 Installation Requirements: All insulation materials production line units or representative of units as purchased by shag be installed according to the manufacturer's instructions be the consumer or contractor.Unlabeled glazing and doors shall to achieve proper densities,maintain clearances,and maintain assigned the default U-factor in Section 200ti. uniform R-values.To the maximum extent possible, insulation 1312.2 Solar Heat Gain Coefficient and Shading shall extend over the full component area to the intended R- Coefficient:Solar Heat Gain Coefficient(SHGC),shall be value. determined,certified and labeled in accordance with the 1311.2 Roof/Ceiling Insulation:Open-blown or poured loose- National Fenestration Rating Council(NFRC)Standard by a certified,independent agency,licensed by the NFRC. fill insulation may be used in attic spaces where the slope of the ceiling is not more than 3112 and there is at least thirty Exception: Shading coefficients(SC)shall be an inches of clear distance from the top of the bottom chord of the acceptable aftemate for compliance with solar treat truss or ceiling joist to the underside of the sheathing at the gain coefficient requirements. Shading coefficients roof ridge.When eave vents are installed,baffling of the vent for glazing shall betaken from Chapter 27 of openings shall be provided so as to deflect the incoming air Standard RS•27 or from the manufacturer's test data. above the surface of the insulation. 1313 Moisture Control Where lighting fixtures are recessed into a suspended or 1313.1 Vapor Retarders:Vapor retarders shall be installed on exposed grid ceiling,the roof/ceiling assembly shag be the warm side(in winter)of insulation as required by this insulated in a location other than directly on the suspended section. ceiling. Exception:Vapor retarder installed with not more Exception: Type IC rated recessed lighting fixtures. than 1/3 of the nominal R value between it and the Where installed in wood framing,faced batt Insulation conditioned space. shall be face stapled. 1313.2 Roof/Ceiling Assemblies:Roof/ceiling assemblies 1311.3 Wall Insulation:Exterior wall cavities isolated during where the ventilation space above the insulation is less than framing shall be fully insulated to the levels of the surrounding an average of twelve inches shall be provided with a vapor walls.When installed in wood framing,faced bett insulation retarder.Roof/celing assemblies without a vented airspace, shag be face stapled. where neither the roof deck nor the roof structure are made of Above grade exterior insulation shall be protected. wood,shall provide a continuous vapor retarder with taped seams. 1311.4 Floor Insulation: Floor insulation shag be installed in Exception:Vapor retarders need not be provided a permanent manner in substantial contact with the surface where all of the insulation is installed between the being insulated. Insulation supports shall be installed so roof membrane and the structural roof deck spacing is not more than twenty-four inches on center. Installed insulation shall not block the airflow through 1313,3 Walls:Walls separating conditioned space from foundation vents. unconditioned space shall be provided with a vapor retarder. 1311.5 Slab-On-Grade Floor: Slab-on-grade insulation 1313.4 Floors:Floors separating conditioned space from installed inside the foundation wag shall extend downward from unconditioned space shag be provided with a vapor retarder. the top of the slab a minimum distance of twenty-four inches or 1313.6 Crawl Spaces:A ground cover of six mil(0.006 inch to the top of the footing,whichever is less. Insulation installed thick)black polyethylene or approved equal shall be laid over outside the foundation shall extend downward a minimum of the ground within crawl spaces.The ground cover shall be twenty-four inches or to the frostline,whichever is greater. overlapped twelve inches minimum at thejoints and shag Above grade insulation shall be protected. extend to the foundation wall. Exception.For monolithic slabs,the insulation shall Exception:The ground cover may be omitted in extend downward from the top of the slab to the crawl spaces if the crawl space has a concrete slab bottom of the footing, floor with a minimum thickness of three and one-half 1311.6 Radiant moors(on or below grade): Slab-on-grade inches. insulation shall extend downward from the top of the slab a 1314 Air Leakage minimum distance of thirty-six inches or downward to the top of 1314.1 Building Envelope:The requirements of this section the footing and horizontal for an aggregate of not less than shall apply to building elements separating conditioned from thirty-six inches. unconditioned spaces. Exteriorjoints around windows and If required by the building official where soil conditions door frames,openings between walls and foundation,between warrant such insulation,the entire area of a radiant floor shag walls and roof and wall panels;openings at penetrations of be thermally isolated from the soil. Where a soil gas control utility services through walls,floors,and roots;and all other system is provided below the radiant floor,which results in openings in the building envelope shall be sealed,caulked, increased convective flow below the radiant floor,the radiant gasketed, or weatherstripped to limit air leakage. floor shall be thermally isolated from the sub-floor gravel layer. 1314.2Glazing and Doors:Doors and operable glazing 1312 Glazing and Doors separating conditioned from unconditioned space shall be 1312.1 Standard Procedure for Determination of Glazing weatherstripped.Fixed windows shall be tight fitting with glass and Door CLFactors:U-factors for glazing and doors shall be retained by stops with sealant or caulking all around. determined, certified and labeled in accordance with Standard Exception:Openings that are required to be fire RS-31 by a certified independent agency licensed by the resistant National Fenestration Rating Council(NFRC),Compliance 1314.3 Building Assemblies Used as Ducts or Plenums; shag be based on the Residential or the Nonresidential Model Building assemblies used as duds or plenums shall be sealed, Size, caulked,and gasketed to limit air leakage. J 2007 0 73( 7- , 1 cUrt It CENTER ti`�1 �-_f I I k,.a�? � p � r i 2003 U(f in ton State Nonresidential Enerq y Code Cornpt a Form Building ' 2003 Washington State Nonieudential Energy Code Compliance Foons nc,sed July 2004. Project Address 1 - Always fill out this lists on MM-SUNI _ Date 12/22/2005 The following information Is necessary to check a building permit application for corrlplia ce with the building envelope re q cements In e Washington State Nonresidential Energy Code. Q Applicability Code YY Location Building Department (yes,no,n.a.) Section Component Information Requiret: on Plans Notes GENERAL REQUIREMENTS(Sections 1301-1314) 1-301 Scapa Unconditioned s es identified on plans if allowed 1302 Space heat type; II"Other`, indicate on plans that electric resistance heat is not allowed 13102 Semi-heated spaces Semi heated spaces identified on plans if all(mad 1311 Insulpilian 1311.1 Insul,installation Indicate densities and clearances 1311.2 Roof/ceiling insul Indicate R-value on roof sections for attics and other roofs; 1 Indicate clearances for attic insulation; Indicate baffles if save vents installed; Indicate face staplina of faced batts 1311.3 Wall insulation Indicate R-value on wall sections; Indicate face stapling of faced bells; Indicate above grade exterior insulation is protected; Indicate loose-fill core Insulation for masonry walls as necess; Indicate heat capacity of masonry walls if masonry option is used or if credit taken in ENVSTD: 1311.4 Floor insulation Indicate R-value on flow sections; Indicate substantial contact with surface; Indicate supports not more than 24"o c.; _,Y Indicate that insulation does not block airflow through foundation vents (� 1311.5 Slab-on-grade flow Indicate R-value on wall section or foundation detail; y ' Indicate slab insulation extends down vertically 24"from top; Indicate above grade exterior insulation Is protected 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; Indlcste insulation also under entire slab where rea'd.by Official 1- 1312 Glazing and doors Provide calculation of glazing area(Including both vertical vertical and overheadl as Dement of arms wail area 1312.1 U-factors Indicate glazing and door U-fadws on glazing and door schedule(provide area-weighted calculations as necessary); C711) Indicate if values are NFRC or default,if values are default then specify frame type,glazing layers,gapwldth,low-le U cnatinnc gait fillinna \\ 1312.2 SHGC&5C Indicate glating solar heat gain coefficient or shading V ceeffident on glazing schedule(provide area-weighted nalrir Soong as narxpaf_marvl 1'±1:1 Moisturo cortro; ( \ 1313.1 Vapor retarders Indicate vapor retarders on warm side ^V 1313.2 Roof/ceiling vap.ret. Indicate vapor retarder on roof section; y _Indicate van retard.with sealed Seams for non-wood strut \\ 1313.3 Wall vapor retarder Indicate vapor retarder on wall section 1313.4 Floor vapor retarder Indicate vapor retarder on floor section 1313.6 Crawl space vap.rat. Indicate six mil black polyethylene overlapped 12"on ground 1314 Air leakage 1314.1 Bldg.envel,sealing Indicate sealing,caulking,gasketing,and weatherstripping 1314.2 Glazing/door sealing Indicate wastherstdpping 1314 3 Assemb.as ducts Indicate sealing,caulking and gasketing RESCRIPTIVE/COMPONENT PERFORMANCE(Sections 1320-23 or 1330.34) Envelope Sum.Form Completed and attached. Provide component performance worksheat if necessary Provide FNVRTD 2 1 screen 1 output if necessary f"no"Is shown for any question,provide explanation: 11� _ Lf } --T`- • 11'y Ali_lty� 2. ri ' 1 -_ •x 1 I _ i 1 1 1 , r 1 { I i r II • 1 1 .� t}� y1.A . L/ S ly I �' rr 1 1 r ■ ' i I 1 / �ti ■ f _ 11 Ent /JO 1 ti I _ . ♦ it 1 _ 1� 1 1 I 1114 FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESISTAN _ FIRE RESISTANCE RATINGS — ANSI/UL263 (BXUV)—Continued FIRE RESISTANCE RATINGS Design No. U425 wallboa Ilcable Of Ioarde (For Exterior Walls, Ratings App' Number of La For Exposure To Fire On Interior Face Only, Rating of Board; 45 min 1 ,See Items 4 and 5) 1 hr z I M Bearing Wall Rating-45 Min, 1, 1-1/2 or 2 HR. 1-1/2 hr 21(See Items 2 and 4) z hr z See Wallboard Gypsum(CKNX)Categc INTERIOR WALL 8 in.thick wallboard.See below for Cie! United States Gypsum Co.—I 4A,Wallboard,Gypsum'—(As an alternate 7 2 thick. 4 United States Gypsum Co.—" 4B. Wallboard, Gypsum"--{As an alternate _ - - scribed in Item 4.Joint covering(Item 8 United States Gypsum Co—) 5, Gypsum Sheathing—For exterior wells, ing applied vertically and attached to sti head screws spaced 12 in. OC, along s are to be applied over the gypsum sheaf A. Siding,Brick,or Stucco—Aluminun 4 to studs over gypsum sheathing at When a min 3-3/4 in.thick brick ve HORIZONTAL SECTION ble with exposure on either face. Br al wall ties attached to each stud v brick. B. Mineral and Fiber Boards`—Exterio EXTERIOR WALL sheathing with primed or finished f over gypsum sheathing with 1-7/8 50O or termediate supports Or,exterior lap e Sb 7 5 2 - 12 in.wide.Attached to studs with lap.Panels lapped minimum 1 in. _ Masonite Corp.—Type FT. - C. Cementitious Backer Units'-1/2 c studs over gypsum sheathing with ping wafer head steel screws,span _ covered with glass fiber mesh tape. - - - United States Gypsum Co.—[ J&INTERIOR (FIRE) SIDE TEC Inc.—Type TEC. 4 5. Fasteners—(Not Shown)--Screws used sheet steel type, spaced 12 in. O.C. Fir thick wallboards and 1-1/4 in.long for HORIZONTAL SECTION 5/8 in. long for 1/2 and 5/8 in,thick - board.Third layer Type S-12 by 1-7/8 it 1.Steal Floor and Ceiling Tracks--(Not Shown}—Tap and bottom tracks of wall assemblies shl _ Betts and Blankets'—Placed in stud ca consist of steel members,min No.20 GSG(0.038 in.thick)galy steel or No.20 MSG(0.031 - - interior walls.Any glass fiber or mineral in.thick)primed steel,that provide a sound structural connection between steel studs.and I See Battsng as to Fire Resistance,of a thickness and Blankets(BZJZ)Category adjacent assemblies such ss a floor,ceiling,and/or other walls.Attached to floor and cell,-4 I Joint Tape and Compound--(Not Shov, assemblies with steel fasteners spaced not greater than 24 in.O.C. applied in two coats to joints and scri 2. Steel Studs—Corrosion-protected steel studs,min rimed steel,cold formed?shall be0 GSG(d signet wcde.embedded in first layer of compou thick)gale steel or No.20 MSG(0.033 in.thick)p 'betring the UL Classification Marking In accordance with the current edition o1 the Specification in for the Design of tails eerrnsC Steel Structural Members by the American iron and Steel Institute.All design details enha^4 ing the structural integrity of the wall assembly,including the axial design load of the stun DeSigl shall be as specified by the steel stud designer and/or producer,and shall meet the requ ) Bearing W ments of all applicable local code agencies.The max stud spacing of wall assemblies shall exceed 24 in.OC(or 18 In.OC-See Item 5c).Studs attached to floor and ceiling tracks v 1/2 in,long Typo S-12 pan heed,solf.drilling,self-tapping steel screws on both sides of s or by welded or bolted connections designed in accordance with the AISI specifications. l 3. Lateral Support Members--(Not shown}-Where required for lateral support of studs,su may be provided by means of steel straps.channels or other similar means as specified in design of a particular steel stud wall system. 4. Wallboard,Gypsum'—Gypsum wallboard bearing the ULl Classification Marking as to fire 4 •�_ _ sl,tance.Applied vertically with joints between layers staggered.Outer layer of 3 layer struction may be applied horizontally The thickness and numb ce t t_t to a M O A 2or of layers and percent W_ ` .I..4•.....: sign load for the 45 min. 1 hr. 1.1/2 hr hr ratings are as follows: Interior Wallboard Protection l Both Sides of Wall- e Percent of Number of Layers and Thickness Design Loae Rating of Boards in Each Layer 100 moor Ceiling Runners—Channel-shaped '1 layer,1/2 in,thick 100 �From min. No. 20 MSG corrosion re 45 min t teners spaced not greater than 24 in. 1 hr '1 layer,5/8 in.thick 100 `2 layers 1/2 in.thick 80 Z 3�s1 Studs Corrosion protected steel , 1-1/2 hr ==��s shall bee designed in accordance v 2 hr '2 layers,5/8 in,thick or 100 ar-of Cold-Formed Steel Structural Mel '3 layers,1/2 in.thick 100 ;-details enhancing the structural int, 12 layers,3/4 in.thick �:a; of the studs,shall be as specified 'Ratings applicable to assemblies serving as exterior walls where Classified fire resistive gy=,sue° J -__-the requirements of all applicable sheathing type wallboard is substituted on the exterior face. - ==d 24 in. O.C. Studs attached to fl Exterior Walls LOOK FOR MARK ON PRODUCT LOOK FOR M k, oA 2 , 1 . i ha, DIRECTORY (BXRH) { FIRE RESISTANCE DIRECTORY (BXRH) ^41 4NSI/UL263 (BXUV)—Continued - 63 (BXUV FIRE RESISTANCE RATINGS ANSI/UL2 Col )— alv steel. Max stud spacing 24 in.OC.Studs me CEILING - a CEILING ;hannebshaped runners,2-1/2 in.wide by 1•t:< rc. I 1L11V el.Attached to floor and ceiling with fasteners '-25 MSG min, galv steel, width to accomo,-�- 2A � I 1/2 or 5/8 in.to accomodate wall cladding t-_A Dated 24 in. OC. The wall cladding shalt c.e-s¢ .teal furring channels spaced vertically max 2= 2 /1 acting stud with 1/2 in. long Type S•12 pan -raa! i I 3 1-1/2 in.min thickness. 1 ft wide.Screw attached one side to furring --t-- 1. Studs-Channel-shaped, 3-1/2 in. wide by 1-1/4 in. deep with 5/16 in. folded back return aced 12 in.OC.Wallboard on direct attache=z,= flange legs.Fabricated from No.20 MSG gals steel.Max stud spacing 24 in.O.C.Studs to be steel screws spaced 12 in,Wallboard joints c-om - cut 1 in.less than assembly height. ietween layers. 2. Floor and Calling Runners(Not Shown?-Channel.ahaped runners,3.1/2 in.wide by 1-1/4 in. deep,fabricated from No. 20 MSG galv steel.Attached to floor and ceiling with fasteners,24 in.Type C,5/8 in.Type SCX, in.O.C.,max. C. 2A.As an alternate to Item 2 Ceiling Runner'-25 MSG min, galv steel, width to accomodate '-C• stud,with 3 or 4 in,legs offset at midpoint to accomodate wall cladding thickness.Attached iv.-Type GPFS-C. _ to ceiling with fasteners spaced 24 in. O.C.The wall cladding shall overlap wallboard 1-1/4 Type FR. in.min, 3-C" Fire Trek Corp. 3" Furring Channel-Resilient 25 MSG galv steel furring channels spaced vertically max 24 in. G-C, O.C.,flange portion attached to each intersecting stud with 1/2 in, long type S-12 pan head orp.-Type TP-5. T steel screws. in.Type C, IP-X2 or WRC, 5/8 in,Type Ati � 4.Batts and Blankets-Placed in stud cavity,3 in,min thickness. USG Interiors Inc. tem 5)-Nom 3/4 in.thick, 4 ft wide, insta,,� a United States Gypsum Co. ised to 1-1/4 in. e,: 5.Wallboard Gypsum-1/2 in, thick, 4 ft wide. Screw attached one side to furring channels AR. with 1 in, long, type S steel screws spaced 12 in, O.C. Wallboard on direct attached side, ems 5 and 5A)-5/8 in.thick,4 ft wide,i�rtet base layer attached 1 in.long type S-12 steel screws spaced 24 in.OC,face layer attached 1- 6)not required on direct attached side. - 5/8 in.long type S-12 screws spaced 12 in. OC.Wallboard joints oriented vertically, located ' therock. over studs and offset between layers. premixed joint compound, applied to jo!rm a-. Boral Gypsum Inc.-Type BG-C. Ided in first layer of compound over all ic:i,!m - Canadian Gypsum Co.,Ltd.-Type C. near plaster may be applied to the entire sw-k� Domtar Gypsum Inc.-Type 5. rced. Eagle-Gypsum Products-Type EG-C. -A bead of acoustical sealant applied arc•--.c Georgia-Pacific Corp.,g' p.,Gypsum Div.Type GPFS-C. Pabco Gypsum Co.-Type PG-C. Republic Gypsum Co.-Type RG-C. Standard Gypsum Corp.-Type SG-C. Temple-Inland Forest Products Corp.-Type TP-5. United States Gypsum Co.-Type C,WRC,IP-X2. lo. U452 6.Joint Tape and Compound-Vinyl, dry or premixed joint compound, applied to joints and dating-1 1/2 HR. screw heads;paper tape, 2 in.wide,embedded in first layer of compound over all joints.As an alternate, nom 3/32 in.thick gypsum veneer plaster may be applied to the entire surface _ of Classified veneer baseboard.Joints reinforced. 7. Acoustical Sealant'(Optional,Not Shown�-A bead of acoustical sealant applied around the )1 partition perimeter for sound-control sealing. United States Gypsum Co. See Adhesives(BJLZ)Category =EG= - 'Bearing the UL Classification Marking Design No. U453 C �. Nonbearing Wall Rating-2 HR. WALL 3 6 4 5 1 r� HOID 6 3 5 K ON PRODUCT LOOK FOR MARK ON PRODUCT aj 1140 FIRE RESISTANCE DIRECTORY (BXRH) FIRE RESIS-- FIRE RESISTANCE RATINGS - ANSI/UL263 (BXUV)—Continued :IRE RESISTANCE WIN-- CEILING CEILING - CEILING L-1-4 2A A -v I 3 1. Studs-Channel-shaped, 3-1/2 in.wide by 1-1/4 in, deep with 5/16 in, folded back 1'L 8:uds-Channel-shaped 2-1/2 - flange legs.Fabricated from No.20 MSG galv steel.Max stud spacing 24 in.O.C.Studs jt-pe legs.Fabricated from Nc :- cut 1 in.less than assembly height. - in.less than assembly he;- 2. Floor and Ceiling Runners(Not Shown�Channel-shaped runners,3-5/8 in.wide by f•' =oar and Ceiling Runners(Not 5- deep,fabricated from No.20 MSG galv steel,Attached to floor and ceiling with fasten :+,c,fabricated from No.25 in.O.C.,max, - :-C.,Max. 2A.As an alternate to Item 2 Ceiling Runner'-25 MSG min, galv steel, width to aceo an alternate to Item 2 CeFi-; ' stud,with 3 or 4 in. legs offset at midpoint 1-1/4 in.to accomodate wall cladding the - !.with 3 or 4 in.legs offset e- , Attached to ceiling with fasteners spaced 24 in. D.C.The wall cladding shall overlap =-ached to ceiling with fasten board 1-1/4 in.min, ga-d 1-1/4 in,min. Fire Trek Corp. - Fire Trek Corp. 3. Furring Channel-Resilient 25 MSG galv steel furring channels spaced vertically max:= i =.-ring Channel-Resilient 25 O.C.,flange portion attached to each intersecting stud with 1/2 in- long type S-12 pas :- flange portion attached steel screws. Ta-r screws. 4.Batts and Blankets-Placed to fill interior of stud cavity,3 in.min thickness. i tens and Blankets'-Min 1 i- USG Interiors Inc. s a�rectly attached to steel st:._: United States Gypsum Co. s>:�s for each 4 ft long piece 5,Wallboard Gypsum-1/2 in-thick, 4 ft wide.Attached to furring channels,base lays' 40-corner,approx 3 in.from in.type S steel screws spaced 24 in.O.C.,face layer with 1.5/8 in.type S screws spa USG Interiors Inc. in. O.C.Wallboard on direct attached side attached with 1 in.type S-12 steel screws United States Gypscr- =- 12 in.0-C.Wallboard joints oriented vertically,located over studs and offset betweer. =alboard Gypsum-1/2 in. ' Boral Gypsum Inc.-Type BG-C. r- 'ape S steel screws spaced -- Canadian Gypsum Co.,Ltd.-Type C. r 7C.Wallboard on direct a— Domtar Gypsum Inc.-Type 5. W---s 24 in.OC,face layer are-.-i Eagle-Gypsum Products-Type EG-C- 41 acard joints oriented vertu_ Georgia-Pacific Corp.,Gypsum Div.-Type GPFS-C Boral Gypsum Inc.---- Pabco Gypsum Co.-Type PG-C. Canadian Gypsum Cc. .-6u Republic Gypsum Co.-Type RG-C Domtar Gypsum Inc Standard Gypsum Corp.-Type SG-C. Eagle-Gypsum Produc_- Templo-Inland Forest Products Corp.-Type TP-5. Georgia-Pacific Ccrc. United States Gypsum Co.-Types C.WRC,IP-X2. Pabco Gypsum Co- -- 6.Joint Tape and Compound-Vinyl, dry or premixed joint compound. applied to j - Republic Gypsum Cc--- screw heads;paper tape. 2 in. wide.embedded in first layer of compound over all; Standard Gypsum C-,---- an alternate,nom 3/32 in. thick gypsum veneer plaster may be applied to the enure Temple-Inland Fores-1— of Classified veneer baseboard.Joints reinforced. United States Gyps- 7,Acoustical Sealant*(Optional,Not Shown}-A bead of acoustical sealant applied a VftI-:Poard Gypsum'-(As an =.a partition perimeter for sound-control sealing. "ets and steel studs as d=-_.-'� United States Gypsum Co. National Gypsum Cc--- See Adhesives(BJLZ)Category - United States Gyps.- `Bearing the UL Classification Marking slal4Joard•Gypsum*-(As a^ a •' sc-ced in Item 5 with scree,•e �a =yer. United States Gyps;.- Tape and Compound-- Design No. U454 r- `eads;paper tape,2 in Nonbearin Wall Rating-2 HR. s a''srnate, nom 3/32 in.t= � g g _- sified veneer baseboar- .ical Sealant`(Optional. '<.- 5 —2a" O.C. MAX. ---- 1 6 _'w'I'='perimeterforsound-_.---. - United States Gyps.- =• s':es(BJLZ)Category —_- _ --e UL Classification Ma• I 6 3 ; s a ' HORIZONTAL SECTION LOOK FOR MARK ON PRODUCT LOOK :;= • . ti . � OA I , 1 Snohomish County Permit,Planning,and Zoning Map Page 1 of 1 Snohomish County Permit, Planning, and ")nin Ma A-10 G l DIVISI1!•N g. n I 4b, Legend Street fames � G Cities • - •�}��.iy.>�. ve�Grosvv�:�rl�aGrxy 7 CiV Tax Pamels Plural Mies TownstrrplRange Gnd — — . Section Grid I✓ Base Flood Elevations �r Aclive PernMs ti If, �,� lean Growth Area n ic- n i I - •• zcmarrg tines Flood t•tazard Areas `II �Sf Flood Plains 1dQTx.#,oG�d a� Disclaimer: ❑ Airports Neither Snohomish County nor the Department of Planning and , ` Railroad tracks Development Services warrants the accuracy, reliability or timeliness of any Zoning Labels information contained herein and shall not be held liable for losses caused 2003 Photo extent by using this information. Portions of this information may not be current or 2003 Aerial Photo accurate.Any person or entity who relies on any information obtained from his system, does so at his or her own risk. All critical information should be independently verified. RCW 42.17.260(9) prohibits the release of lists of individuals requested for commercial purposes, and requestor expressly represents that no such use f any such list will be made by user or its transferee(s)or vendee(s). "Commercial purposes" means contacting or in some way personally affecting the individuals identified on the list with the purpose of facilitating one's commercial activities. Printed on: 4/4/2007 RECEIVED ARR n ; n07 o7- 7jb7 http://gis.co.snohomish.wa.us/servlet/com.esri.esrimap.Esrimap?Servc;%Wh 007 ...,� ti:••i,g�r.�i .. , ;• .. r• • .