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2008, 10-20 Permit App: 08004134 DeckProject Number: 08004134 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/20/2008 Page 1 of 2 Project Information:, Permit Use: NEW COV DECK Contact: PANTHER, TERRY Address: 8003 E GLASS AVE C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 926-2053 Group Name: Project Name: Site Information: Plat Key: 001865 Name: ORCHARD AVE ADD TR 1-228 District: Nort Parcel Number: 45063.2808 SiteAddress: 8003 E GLASS AVE Location:: CSV Block: Lot: Owner: Name: PANTHER, TERRY Address: 8003 E GLASS AVE SPOKANE VALLEY, WA 99212 Zoning: R-2 SF Res Suburban District Water District: 002 ORCHARD AVENUE Hold: ❑ Area: .00 Acres Width: 86 Depth: 130 Right Of Way (ft): 34 Nbr of Bldgs: 0 Nbr of Dwellings: 1 Review Information:.. Review Building Plan Review Released By: Originally Released: 10/20/2008 By: tmelbourn Landuse/Zoning/HE Conditions Permits: Released By: Originally Released: 10/20/2008 By: mharnois Operator: JD Printed By: jmm Print Date: 10/20/2008 Project Number: 08004134 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 10/20/2008 Contractor: OWNER Description Grp Type Notes COV DECK R-3 VB DECK OPEN R-3 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes Payment Summary: Permit Type Building Permit Building Permit Page 2 of 2 Firm: OWNER Phone: (000) 000-0000 This Application: Sq Ft Valuation 42 $630.00 70 $1,050.00 Total Project: Su Ft Valuation 42 $630.00 70 $1,050.00 Totals: 112 $1,680.00 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount Invoice Amount $101.45 $101.45 112 $1,680.00 Fee Amount $69.25 $4.50 $27.70 Amount Paid $0.00 $101.45 Amount Owing $101.45 $101.45 $101.45 $0.00 $101.45 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: jmm Print Date: 10/20/2008 Spokane _ Valley Community Development Residential Construction Permit Application Permit Center 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 www.spokanevalley.org PERMIT NUMBER: .' PERMIT FEE: ) New Construction n Accessory Bldg Addition/Remodel Deck Other: SITE ADDRESS: gr)03 E Scv., -AF- y `' L, L t z ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: DIMENSIONS:� fit. j Name: ]� 1Z T�-F'e- MAIN FLOOR TO SQ. FTG:/4 i\). /tA Address: �V'.L� , --71.-is IMPERVIOUS SURFACE !-+ N1 n City: DV -0,1c State: A Zip: T92-/ Phone: q % (1_,20.-3 Fax: Fax: Contact Person Name: i Phone: Describe the scope of work in detail: Contractor: DIMENSIONS:� fit. j # OF STORIES: Name: ro ( .D a t� L� MAIN FLOOR TO SQ. FTG:/4 i\). /tA 2Nu FLOOR SQ. FTG: jt1 Address: IMPERVIOUS SURFACE !-+ N1 n FINISHED BASEMENT SQ. FTG: ?\I £ City: State: Zip: Phone: Fax: CONSTRUCTION TYPE: Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ /cO ADD ()E oct-( G ri2f,T.c' Proposed Use: 0)0E -02E6 t -.5---1z5/ LA- 12--c-1.- ************** ' -t--� **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO1-1 ,PEAK: DIMENSIONS:� fit. j # OF STORIES: TOTAL 'BITABLE SPACE: /14 MAIN FLOOR TO SQ. FTG:/4 i\). /tA 2Nu FLOOR SQ. FTG: jt1 UNFIN BASEMENT SQ. FTG: i PAI'N ------) IMPERVIOUS SURFACE !-+ N1 n FINISHED BASEMENT SQ. FTG: ?\I £ GARAGE SQ. FTG: N I SQ. FTG: DECK/' OV. • L TI 70 1-: ` % 30% SLOPES ON PROPERTY: & # OF BEDROOMS:, N CONSTRUCTION TYPE: . • S• - SEWE OR SEPTIC? The permitee verifies, acknowledges and agrees by their signature that: 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. SIGNATURE: Method of Payment: 0 Cash Bankcard #: Authorized Signature: REVISED 2/15/07 E Check ❑ Mastercard Expires: DATE: /0-[ 7`0� ❑ VISA VIN#: PERMIT CENTER 11703 E. Sprague Ave., Suite B-3 Spokane Valley, WA 99206 509-688-0036; Fax 509-688-0037 www.spokanevalley.org Affidavit in Lieu of General Contractor Registration State of Washington County of Spokane ) (Print name signed) , state as follows: 1. I have made application for a building permit from the City of Spokane Valley, Washingn. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under RCW 18.27.090, a copy of which is printed on the reverse side of this affidavit. 3. I understand that prior to issuance of a building permit for work that is to be done by any contractor, the City of Spokane Valley must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Spokane Valley of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of gCW 18.27.090, I consider the work authorized under this building permit to be exempt under No. and will therefore, not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engage an unregistered contractor to perform construction work. Si ed and sworn to before me this 7 Day of C''( r, 200 5 Name (Print) _ 's Signature NOTARY PUBLIC in and for the State of Washington, residing at -)N'YtY k County My Commission expires: i \C\ ` October 15, 2007 Page 1 of 2 P:\Community Development\Forms\Building Forms 2�, bZ t Ex ` 4* Y -N Portin SD Zg (os ?roptfoui Po rc Zg, Spokane jUalley® For City Use Only PLUS Project Number Project Address 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ permitcenter@spokanevalley.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re -submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date, please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure, you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre -Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone, fax, email, or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re - submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre -construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE -APPLICANT PINK - BUILDING FILE REV 9/07 N 60 N WALL CONSTRUCTION TABLE R602.3(1) EMBERS DESCRIPTION OF BUILDING ELEMENTS NUMBER AND TYPE OF FASTENER"'` SPACING OF FASTENERS Joist to sill or girder, toe nail 3-8d (2-1/2" x 0.113") - 1" x 6" subfloor or less to each joist, face nail 2-8d (21/2" x 0.113") 2 staples, 13/4' - - 2" subfloor to joist or girder, blind and face nail 2-16d (31/2" X 0.135") - Sole plate to joist or blocking, face nail 16d (31/2'' x 0.135") 16" o.c. Top or sole plate to stud, end nail 2-16d (31/2" x 0.135") - Stud to sole plate, toe nail 3-8d (21/2" x 0.113") or 2-16d (31/2" x 0.135") - Double studs, face nail 10d (3" x 0.128") 24" o.c. Double top plates, face nail 10d (3" x 0.128") 24" o.c. Sole plate to joist or blocking at braced wall panels 3-16d (31/2" x 0.135") 16" o.c. Double top plates, minimum 24 -inch offset of end joints, face nail in lapped area 8-16d (31/2" x 0.135") - Blocking between joists or rafters to top plate, toe nail 3-8d (21/2" x 0.113") - Rim joist to top plate, toe nail 8d (21/2" x 0.113") 6" o.c. Top plates, laps at corners and intersections, face nail 2-10d (3" x 0.128") - Built-up header, two pieces with 1/2" spacer 16d (31/2" x 0.135") 16" o.c. along each edge Continued header, two pieces 16d (31/2" x 0.135") 16" o.c. along each edge Ceiling joists to plate, toe nail 3-8d (21/2" x 0.113") - Continuous header to stud, toe nail 4-8d (2'/2" x 0.113") - Ceiling joist, laps over partitions, face nail 3-10d (3" x 0.128") - Ceiling joist to parallel rafters, face nail 3-10d (3" x 0.128") - Rafter to plate, toe nail 2-16d (31/2" X 0.135") - 1" brace to each stud and plate, face nail 2-8d (21/2" x 0.113") 2 staples, 13/4' - - 1" x 6" sheathing to each bearing, face nail 2-8d (21/2" x 0.113") 2 staples, 13/4" - - 1" x 8" sheathing to each bearing, face nail 2-8d (21/2" x 0.113") 3 staples, 13/4" - - Wider than 1" x 8" sheathing to each bearing, face nail 3-8d (2'/2" x 0.113") 4 staples, 13/4' - - Built-up corner studs 10d (3" x 0.128") 24"o.c. Built-up girders and beams, 2 -inch lumber layers 10d (3" x 0.128") Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2" planks 2-16d (31/2' x 0.135") At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-16d (31/2" x 0.135") 3-16d (31/2" x 0.135") - - Rafter ties to rafters, face nail 3-8d (21/2" x 0.113") - Collar tie to rafter, face nail, or 11/4' x 20 gage ridge strap 3-10d (3" x 0.128") - (continued) 124 2006 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R602.3(1)—continued FASTENER SCHEDULE FOR STRUCTURA DESCRIPTION OF BUILDING MATERIALS DESCRIPTION OF FASTENER'', C, a SPACING OF FASTENERS Edges (inches)' Intermediate supports" (inches) Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wall sheathing to framing 5/�� �/ 16 2 6d common (2" x 0.113") nail (subfloor, wall) 8d common (21/2" x 0.131") nail (roof)f 6 12g 19/32" -1" 8d common nail (21/2" x 0.131") 6 12g 11/8"- 11/4" 10d common (3" x 0.148") nail or 8d (21/2' x 0.131") deformed nail 6 12 Other wall sheathing^ 1/2" structural cellulosic fiberboard sheathing 11/2" galvanized roofing nail 8d common (21/2" x 0.131") nail; staple 16 ga., 11/2' long 3 6 25/32" structural cellulosic fiberboard sheathing 13/4" galvanized roofing nail 8d common (21/2" x 0.131") nail; staple 16 ga., 13/4" long 3 6 1/2' gypsum sheathingd 11/2" galvanized roofing nail; 6d common (2" x 0.131") nail; staple galvanized 11/2" long; 11/4' screws, Type W or S 4 8 5/8" gypsum sheathingd 13/4' galvanized roofing nail; 8d common (21/2" x 0.131") nail; staple galvanized 15/8" long; 15/8" screws, Type W or S 4 8 Wood structural panels, combination subfloor underlayment to framing 3/4' and less 6d deformed (2" x 0.120") nail or 8d common (21/2" x 0.131") nail 6 12 /$"_1" 8d common (21/2" x 0.131") nail or 8d deformed (21/2" x 0.120") nail 6 12 11/8"-11/ " 4 10d common (3" x 0.148") nail or 8d deformed (21/2" x 0.120") nail 6 12 For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 0.447 m/s; lksi = 6.895 MPa. a. All nails are smooth -common, box or deformed shanks except where otherwise stated. Nails used for framing and sheathing connections shall have minimum aver- age bending yield strengths as shown: 80 ksi for shank diameter of 0.192 inch (20d common nail), 90 ksi for shank diameters larger than 0.142 inch but not larger than 0.177 inch, and 100 ksi for shank diameters of 0.142 inch or less. b. Staples are 16 gage wire and have a minimum 7/16 -inch on diameter crown width. c. Nails shall be spaced at not more than 6 inches on center at all supports where spans are 48 inches or greater. d. Four -foot -by -8 -foot or 4 -foot -by -9 -foot panels shall be applied Vertically. e. Spacing of fasteners not included in this table shall be based on Table R602.3(2). f. For regions having basic wind speed of 110 mph or greater, 8d deformed (21/2' x 0.120) nails shall be used for attaching plywood and wood structural panel roof sheathing to framing within minimum 48 -inch distance from gable end walls, if mean roof height is more than 25 feet, up to 35 feet maximum. g. For regions having basic wind speed of 100 mph or less, nails for attaching wood structural panel roof sheathing to gable end wall framing shall be spaced 6 inches on center. When basic wind speed is greater than 100 mph, nails for attaching panel roof sheathing to intermediate supports shall be spaced 6 inches on center for minimum 48 -inch distance from ridges, eaves and gable end walls; and 4 inches on center to gable end wall framing. h. Gypsum sheathing shall conform to ASTM C 79 and shall be installed in accordance with GA 253. Fiberboard sheathing shall conform to ASTM C 208. i. Spacing of fasteners on floor sheathing panel edges applies to panel edges supported by framing members and required blocking and at all floor perimeters only. Spacing of fasteners on roof sheathing panel edges applies to panel edges supported by framing members and required blocking. Blocking of roof or floor sheath- ing panel edges perpendicular to the framing members need not be provided except as required by other provisions of this code. Floor perimeter shall be supported by framing members or solid blocking. 2006 INTERNATIONAL RESIDENTIAL CODE® 125 PRESCRIPTIVE RESIDENTIAL DECK CONSTRUCTION GUIDE Figure 8: Post -to -Beam Attachment Requirements (1) 3x or 4x or (2) 2x beam beam must bear fully on 6x6 notch > (2) 1/2" diameter thru bolts with washers notch post to accomodate beam Figure 9: Prohibited Post -to -Beam Attachment Condition RIM JOIST REQUIREMENTS Attach a continuous rim joist to the ends of joists as shown in Figure 11. Attach decking to the rim joist as shown in Figure 11. For more decking attachment requirements, see DECKING REQUIREMENTS. Figure 10: Alternate Approved Post -to -Beam Column Cap Attachment Figure 11: Rim Joist Connection Details joists rim joist secure decking to top of rim joist with #10 x 3" minimum wood screw @ 6" o.c. NAILS NOT PERMITTED attach rim joist to end of each joist with (5) #10 x 3" minimum wood screws; NAILS NOT PERMITTED (the number of screws may be reduced to 3 if there is no guard or, when a guard post is present, its connection is per the GUARD POST ATTACHMENT details) American Wood Council EXISTING DECKS: RETROFIT OR REPLACE DO I NEED TO RETROFIT? 5 THINGS TO LOOK FOR ON AN EXISTING DECK When inspecting a deck to determine overall safety and compliance to building codes, look at the following five areas: O D D 0 0 Missing Connections: Any connections that do not meet the requirements discussed in this guide can compromise the safety of the deck. In many cases toenailing does not constitute a proper connection. Loose Connections: Depending on how the deck was built, vital connections may have degraded over time due to various factors. Issues such as wobbly railings, loose stairs and ledgers that appear to be pulling away from the adjacent structure are all causes for concern. Corrosion of Connectors and Fasteners: Metal connectors and fasteners can corrode over time, especially if a product with insufficient corrosion resistance was originally installed. See page 5 for more information on corrosion. Rot: Wood can rot and degrade over time with exposure to the elements. Members within the deck frame that have rotted may no longer be able to perform the function for which they were installed. Cracks: As wood ages it is common for cracks to develop. Large cracks or excessive cracking overall can weaken deck framing members. CONNECTOR SOLUTIONS FOR RETROFITTING The following connectors are some of the products that may -be suitable for deck retrofit. Selection of products based upon performance and/or suitability for a specific application should be made by a qualified professional. Simpson recommends that product choice be approved by the local building department before work begins. SIMPSON StrongTie RETROFITTING AN EXISTING DECK It is estimated that of the 40 million existing decks, only half are code -compliant. Experts believe that it is likely that many of these decks are potentially unsafe. In situations where it is not feasible to rebuild an existing deck, it may be preferable to retrofit it by applying hardware to existing framing members. Many of the products shown in this guide may be installed after deck framing is in place and can improve the safety of the structure and help bring it within the requirements of the code. THE LIFE EXPECTANCY OF DECKS Most experts agree that the average life expectancy of a deck is 10 to 15 years. Since deck building started about 30 years ago, there are many existing decks that are past their useful life. Deck maintenance is often overlooked as well. Decks are exposed to the elements, which can cause damage. It's important that decks are properly inspected and maintained on a routine basis. If unsure, it's best to consult with a professional, such as a structural engineer or contractor, to make sure the deck is safe. DJT14Z: Connects beams at the side of the post. LUSZ Joist Hanger: Provides bearing and uplift resistance, features double - shear nailing for added strength. LCEZ/ACZ Retrofit Post Caps: Two-piece cap may be installed before or after lumber is in place. 6 I DECK FRAMING CONNECTION GUIDE H1Z Hurricane Tie: Holds joist on both sides. HD2AHDG Holdown: Horizontal application fastening railing post to deck framing. F-DECKCODE07 ©2007 SIMPSON STRONG -TIE COMPANY INC. r4 VERIFY END GUT RECESSED THRU BOLTS Pe nA t44W4 1 q I•I: .2X6 R5 EACH SIDE Q 1 I. OF 4X4 POSTS, SECURED n ' I� f BO6T5. • ° NTITlesESSiRU .; 14, I II! NOTCH IN 3X12 4X6 R5 0RO55 MEMBER i r it � 1 VVI 1111 I L I- I I 111 I I I�11 I-- 2X6 R5 LEDGER WITH RECESSED hi LAG BOLTS INTO EXISTING WALL / DECKS: Ledger board requires'" lag bolt @ 16" o.c. with 1 / flashing behind. Guardrail 36 in. high required if floor more than - 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require approved base and beam connectors. Min. 24 in. frost protection to finish grade with min. 12 in. footing base 4X6 125 GRO55 MEMBER FRONT LOWER BEAM © COLUMN DETAIL 1".=.11-0". REMOVE EXISTING DEGK;� " PLANKING AS NEEDED INSTALL POSTS 4 FTGS. r,3:. 4X4 POSTS ON 8" RN. SONOTUBE WITH 12" ea. Fre. L. WETSEr P544 INTO SONOTU6E BELOW DECK PLANKING REMOVE EXISTING ROOFING PRIOR TO FRAMING. OVER NEW DORMER. PROVIDE NEN VALLEY FLASHING. I II I1 II CONCRETE GAP 3 I/8"x4" ISLES. 2400Pb. BLOCK FOR 3X12 R5 HDR. -VERIFY VERFIY EXISTING HEADER, IF NO;[ 1; CONTINUOUS INSTALL NEW OLD. A5 INDICATED. --------------- a MAX HT. EGReeedeoy1.L PROVIDE LANPSCP.PE.Dtc-iv'k!s- NUTH SLIGHT<GURVE.. • GUT BACK OVERHANG TO DOOR WALL.- - - y—f I'-0" NEW 12" 5G. COLUMNS WITH CULTURED STONE AT BASE 014 12" 50. PEDESTAL d 18"x18"x 6" FTG. ALIGN CORNER OF COLUMN WITH CORNER OF EXT. WALL PLAN OF REMODEL SEE DETAIL FOR KEYSTONE WITH LIGHT AND LUMINA:EL, ADDRESS PLATE. REMOVE. EXISTING CONCRETE WALK: AND REPLACE WITH NEW INTERLOCKING CONCRETE PAVERS KEYSTONE DETAIL LIGHT FIXTURE WITH PHOTOCELL SNITCH APPROVED COMP. SHINGLES OVER 30 Ib.• ROOFING PAPER, 1/16" 056,2X6 RAFTERS AT 24 0O. SET ENTRY BM. -- REMOVE EXISTING SHAKE ROOFING AND REPLACE KITH NEW 40 yr. COMP. SHINGLES ARGHIfI cri 2AL 6RADE. (VERIFY COLOR) . — REMOVE EXI51TIN6 ;. WINDOW AND DROP,: SILL HT. FOR NEW -NOW. — REMOVE EXISTING WINDOWS INFILL OPENING WITH 2X4 STUDS AND. R -II. MATCH FINIGI IE:, ON .INTERIOR. TflRtl-50L-19 t£S- k-cTAre.+t0 — LANDSCAPE BLOCKS TO MATCH. EXISTING REMOVE gX15TING STEEL'• i EGRFCS WELL AND11t-'$ Aik. NEW.LANDSGAPE BLOGGK5 .. WITH STD. STAGKIN6 5ETBfGK. APPLY CULTURED STONE TO FACE OF EXISTING CIA) WALL ALL SIDES. • 031.8J2 ?I.; eT VWU; l 332$903 0011-0i3",21/11 0.131:1 OT:. { :,: PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND Fi. OOR SYSTEMS PRIOR TO FRAMING :PECIONS THESE PLANS MUST BE KEPT ON THE JOB SITE THS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS aacr. .0\altey FREVIEW'EP FOR CODE COMPLIANCE SPOKANE VALLEY BL LDING ISION -tet 0 C!