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2006, 10-04 Permit App: 06003988 Deck, Flood Zone AProject Number: 06003988 Inv: I Application Date: 10/4/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: DECK, FLOOD ZONE A Contact: HOME PROJECTS SPECIALISTS Address: 6122 S EAGLECREST DRIVE C - S - Z: SPOKANE, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 924-8886 Group Name: Site Information: Project Name: Plat Key: 000382 Name: CHESTER HILLS ADD District: E Parcel Number. 45294.0403 Block: Lot: SiteAddress: 10612 E 27TH AVE Owner: Name: MARSHALL, JEFF Address: 10612 E 27TH AVE Location:: CSV SPOKANE, WA 99206 Zoning: SFR Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Flood Plain Released By: �C�G°�--_ ✓�., �'�QYtr��__ ��C�� Building Plan Review Released By: AeA, _ Driveway/Approach Released By Landuse/Zoning/HE Conditions Released B tW (i1 ___-- Sewer Review Released By: Operator: AMB Printed By: AMB Print Date: 10/4/2006 Project Number: 06003988 Inv: I Permits: Application Date: 10/4/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: HOME PROJECTS SPECIALISTS Firm: HOME PROJECTS SPECIALISTS Address: 6122 S EAGLECREST DR Phone: (509) 924-4442 SPOKANE, WA 99206 Notes Conditions of approval exist for lots served by Ponderosa Ln. A habitat management plan is on file. See file for Ponderosa Ln. - jforry Payment Summary:�.adp.a: ,5a� 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: AMB Printed By: AMB Print Date: 10/4/2006 Project Number: 06003988 Inv: I Application Date: 10/16/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: DECK, FLOOD ZONE A Contact: HOME PROJECTS SPECIALISTS Address: 6122 S EAGLECREST DRIVE C - S - Z: SPOKANE, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 924-8886 Group Name: Project Name: Site Information: Plat Key: 000382 Name: CHESTER HILLS ADD — _ _— District: E Parcel Number: 45294.0403 Block: Lot: SiteAddress: 10612 E 27TH AVE Owner: Name: MARSHALL, JEFF Address: 10612 E 27TH AVE Location:: CSV SPOKANE, WA 99206 Zoning: SFR Water District: Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: �, ..r 4� 0.-. . Review Flood Plain Released By: - — IN FLOOD ZONE A Originally Released: 10/16/2006 By: HMAllen Building Plan Review Released By: --, Originally Released: 10/16/2006 By: TMELBOU Driveway/Approach [Released By. Originally Released: 10/16/2006 By: amblake Landuse/Zoning/HE Conditions Released By: - — - -- Originally Released: 10/4/2006 By: cjjanssen Operator: AMB Printed By: AMB Print Date: 10/16/2006 Project Number: 06003988 Inv: 1 Application Date: 10/16/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Sewer Review j Released By: Per utilities Originally Released: 10/16/2006 By: amblake Permits: — Building Permit Contractor: HOME PROJECTS SPECIALISTS Firm: HOME PROJECTS SPECIALISTS Address: 6122 S EAGLECREST DR Phone: (509) 924-4442 SPOKANE, WA 99206 Conditions of approval exist for lots served by Ponderosa Ln. A habitat management plan is on file. See file for Ponderosa Ln. - jforry Payment Summary: . Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $179.85 $179.85 $0.00 $179.85 $179.85 $179.85 $0.00 $179.85 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: AMB Printed By: AMB Print Date: 10/16/2006 This Application: Total Project: Description Grp Tvpe Notes Sq Ft Valuation Sq Ft Valuation DECK OPEN R-3 VB 360 $5,400.00 360 $5,400.00 Totals: 360 $5,400.00 360 $5,400.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $125.25 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW < 7999 SQ FT 1 SELECT $50.10 Permit Total Fees: $179.85 Notes: All driveway approaches to be constructed per Spokane County Standards as adopted by the City of Spokane Valley. Minimum of 7.5' from each property line, 5' from crosswalks or intersection curb and minimum of 15' of separation between any two approaches. Flat portion of a residential approach to be minimum of 16' wide, maximum of 30' wide and combined approach width not to exceed 50% of total frontage. Conditions of approval exist for lots served by Ponderosa Ln. A habitat management plan is on file. See file for Ponderosa Ln. - jforry Payment Summary: . Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $179.85 $179.85 $0.00 $179.85 $179.85 $179.85 $0.00 $179.85 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: AMB Printed By: AMB Print Date: 10/16/2006 Permit Center Spcui it okane 11707 E Sprague Ave, Suite 106 ' � PERMIT NUMBER:�' � 4;000Salle Spokane Valley, WA 99206 SEP PERMIT FEE: (509)688-0036 FAX: (509)6$8_Op37 Z6 Community Development www.spokaiievalley.org I Residential Construction ❑ New Construction ❑ Accessory Bldg Permit Application ❑ Addition/Remodel © Deck ❑ Other: SITE ADDRESS Z C 2 7 ��` R �% . , Spok�.�• , d%z (��y, C-�//-� ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Building Owner: DIMENSION; Name: / Address: ` City:� � State: , ,J 00� Zip -XJ /,�� Phone: 569, 79—5%59ax: Contact Person Name: !1 �- � Lido Phone: 5-0 1 - y 019 q0t CA3 Contractor: DIMENSION; Name: J Address: i"'�'10 City: { State: Zip9 Phone: 4 _ c7� < L, Fax: Contractor LicO E pate: MAIN FLOOR TO SQ. V-) 2-1r-1 1 i Describe the scope of work in detail: ;* Cost of Project: $�'D�' **************The followinLy MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK:, DIMENSION; # OF STORIES: TOTAL HABITABLE SPACE: 13(x- i"'�'10 1 -) MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: AREA: FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: 1 1 3�e1-N rr4 Z PROPERTY: # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 4 je r D; - 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 � . P P - Ili ) Method of Payment: ❑ Cash ❑ Check Bankcard #: Authorized Signature: REVISED 8/25/2005 Y Date C� I 4'z 0 0 ❑ Mastercard VISA Expires: VIN#: MapOptix 4.2 Intertace Tools 0 IDE(icik 0 *t 0 M:=,- 0 op. Layers Query Street Address Selection Method: 0 Street Address: 1 10612 e 27 Optional Zipcode: Note: Street Address are generalized and only represent an approximate location. Buffer Markup Tool Help Disclaimer Results Window rage i of i Z http://dorado/mox42/index.cfm?action=mox42 — pn if 'sm&screenHeIght=846&screenWidt... 9/26/2006 061 ire ,, oOlidley CITY OF SPOKANE VALLEY Community Development Department Current Planning Division 11707 East Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Tel: (509) 921-1000 Fax: (509) 921-1008 planning@spokanevalley.org OCA p � 10CL (For Staff Use Only) DATE SUBMITTED: RECEIVED BY: FILE No./NAME: CURRENT PLANNING FEE: ENGINEERING FLOODPLAIN DEVELOPMENT APPLICATION PART I — APPLICATION INFORMATION APPLICANT INFORMATION: APPLICANT: 0— MAILING MAILING ADDRESS: 6122 5, �l CITY: r� STATE: �1 �` ZIP: �l !� PHONE: (HOM �RK)C'� �J `J .` (F/U() �L �C' E_ ` ,� �i l� (CELL) C rM It 1 ` r� Please e NOTE: IF APPLICANT IS NOT THE OWNER, INCLUDE WRITTEN OWNER AUTHORIZATION FROM THE LEGAL OWNER BELOW: OWNER INFORMATION: LEGAL OWNER: MAILING ADDRESS: V c) ,- at ( _ L- r wr n P CITY: C h Y-X,e-_ STATE: A ZIP: 'I'l 20 ti PHONE:OM ORK) i 2.-0 IZ) SFAX) (CELL) ` 1 _.. G5 P ease Ci,de PART II — SUBMITTAL REQUIREMENTS All Floodplain Permit Applications shall contain the following required information. If required and not submitted, the application will be returned to the applicant as incomplete: Three (3) to -scale (minimum scale is 1 inch = 20 feet) site plans showing the nature, location, dimensions and elevation of the property and identifying the portion of the property located within the designated floodplain, existing or proposed structures, location of proposed fill, location of storage of materials, and the location of drainage facilities. Proposed elevation in relation to mean sea level of the lowest floor including basement of all structures Proposed elevation in relation to mean sea level for any structure that has been flood -proofed. For non-residential construction only, certification by a registered professional engineer or architect that flood -proofing methods for any non-residential structures meet the flood -proofing criteria of Section 5.06.08.2 of the City's Floodplain Ordinance. E] Written description if applicable describing the extent to which a watercourse will be altered or relocated as a result of the proposed development. jNo Rise Certification. Version 2 04-05 PART III — PROJECT INFORMATION PARCEL NUMBER(S) OF SITE: STREET ADDRESS OF SITE (if any): i 0(a _ ZEAS't 2-7 AV& . SIZE OF SUBJECT PROPERTY (square feet): EXISTING ZONE CLASSIFICATION(S): LIST PREVIOUS LAND USE ACTIONS INVOLVING THIS PROPERTY: Areas of Special Concern: Pursuant to Section 5.06.13 of the Spokane Valley Floodplain Ordinance, the following areas shall not be covered by impervious surfaces or fill unless an engineering study prepared by a professional engineering licensed in the State of Washington is completed that shows no impact to the ability of the floodplain to infiltrate, store and release floodwaters. Please check the box if your property is located in one of these areas: 9k Chester Creek (downstream of Mohawk Road) ❑ Saltese Creek (all areas of ponding and infiltration) ❑ Forker (south of the intersection of Forker Road and Progress Road) ❑ Central Park (west of Park Road) ❑ Glenrose (west of Carnahan Road and south of 8th Avenue) DESCRIPTION OF WORK: 1. Proposed Development Descriptions (check boxes that apply): ❑ New Construction ❑ Alteration & Repair ❑ Stream Alteration ❑ Manufactured/Modular Housing + ❑ IRoad, Culvert, Utilities r_ ® Other - Describe: i'. 4 -r e-4 E. alt 1✓1 �^0 2. Types of Construction (check boxes that apply): ❑ New or Existing Residential: square feet ❑ Addition: s square feet Accessory Structure: �"Iz , e- �-/ 0 0 square feet ❑ Renovation: ❑ Interior Exterior ❑ Temporary ❑ New Non -Residential ❑ Repair ❑ Utility Installation ❑ Other - Describe: For Alterations, Additions or Improvements to an Existing Structure: If the cost of the proposed construction equals or exceeds 50 percent of the market value substantial improvement requirements shall apply. Please answer the following questions: a. What is the estimated market value of the existing structure?: $ , 0 w'n'/n, ,��z b. What is the estimated cost of the proposed construction?: $ 5_ C7 C);g " Version 2 04-05 2 3. Filling & Grading (check boxes that apply): ❑ Filling ❑ Grading ❑ Cubic Yards to be Removed: cubic yards ❑ Cubic Yards to be Placed: cubic yards ASSOCIATED APPLICATIONS: This permit is being applied for in conjunction with one or more of the following (check boxes): ,t[] Residential/Commercial Building Permit ❑ Grading Permit ❑ Land Division Application ❑ Critical Areas Permit ❑ Shoreline Substantial Development Permit ❑ Other - Describe: PART IV - LEGAL OWNER SIGNATURE (Signature of legal owner or representative as authorized by legal owner) I, `iV, l c'_'ir— , (print name) SWEAR OR AFFIRM THAT THE ABOVE RESPONSE9 ARE MADE TRUTHFULLY AND TO THE BEST OF MY KNOWLEDGE. I FURTHER SWEAR OR AFFIRM THAT I AM THE OWNER OF RECORD OF THE AREA PROPOSED FOR THE ABOVE IDENTIFIED LAND USE ACTION, OR, IF NOT THE OWNER, ATTACHED HEREWITH IS WRITTEN PERMISSION FROM THE OWNER AUTHORIZING MY ACTIONS ON HIS/HER BEHALF. It is hereby agreed that the City of Spokane Valley, its boards, officers, employees and agents shall be saved, indemnified and held harmless from all liabilities imposed by law by reason of injury to or death of any person(s) or damage to any property, including without limitation, liability for trespass, nuisuance or inverse condemnation, which may arise out of the work covered by this permit, and does agree to defend the City, its officers, employees and agents against any claim or action asserting such liability. Accepting this permit or starting any work hereunder shall constitute acceptance and agreement to all conditions and requirements of this permit and the ordinance and specifications authorizing issuance of such permit. (Signature) (Date) NOTARY (For Part IV above) STATE OF WASHINGTON ) ss: COUNTY OF SPOKANE ) SUBSCRIBED AND SWORN to before me this day of , 20 NOTARY SEAL NOTARY SIGNATURE Notary Public in and for the State of Washington Residing at: My appointment expires: Version 2 04-05 PART V — CONDITIONS OF APPROVAL FOR INTERNAL USE ONLY - TO BE COMPLETED BY THE CITY OF SPOKANE VALLEY Community Number: 530-342 Panel Number. Flood Zone: Flood Zone Depth No.: Base Flood Elevation at Site: Required Top of the Bottom Floor Elevation: Required Top of the Next Higher Floor Elevation: If the structure is to be floodproofed, the required floodproofing elevation or method is: Elevation to which all attendant utilities including heating, ductwork, plumbing ventilation, electrical equipment and other service facilities will be installed or waterproofed: Elevation Certificate Required: ❑ Yes ❑ No Conditions of Approval: In addition to those listed above and below, please refer to attached conditions of approval if applicable. 1. Required Elevation of the "top of the next higher floor" shall be (AE) feet M.S.L. 2. Required Elevation of the "top of the next higher floor" shall be (AO) feet M.S.L 3. Required elevation of flood resistant materials, utilities, etc. or floodproofing construction for non- resdiential structures (the flood protected elevation) shall be feet M.S.L. 4. A "Building Under Construction" elevation certificate ❑ shall ❑ shall not be completed and submitted to the City for review and approval prior to any vertical construction. A "Finished Construction" elevation certificate ❑ shall ❑ shall not be completed and submitted to the City for review and approval prior to human occupancy or final inspection of on-site building(s), whichever comes first. NO HUMAN OCCUPANCY OR FINAL INSPECTION SHALL BE GRANTED PRIOR TO THE SUBMITTAL AND APPROVAL OF THE "FINISHED CONSTRUCTION" CERTIFICATION. Version 2 04-05 4 PART VI — DEPARTMENT SIGN -OFF & APPROVAL The following City Departments have reviewed and approved the floodplain permit application and have determined that conformance to applicable conditions of approval have occurred as required through the issuance of the permit: City of Spokane Valley Community Development Department: As the Floodplain Administrator or designee for the City of Spokane Valley, I certify the following has been reviewed and approved by me: ❑ The "No Rise" Certificate submitted to support the proposed floodplain development is approved. The "Building Under Construction" elevation certificate has been reviewed and approved: ❑ Structure elevated BFE + 1 foot ❑ Structure built with waterproofed materials to the flood protected elevation or more Floodplain Administrator or Designee Date The "Finished Construction" elevation certificate dated: 120 . It has been reviewed and: ❑ Returned for more information on , 20 ; ❑ Approved on , 20 ; Floodplain Administrator or Designee Date ❑ For unnumbered A Zones the Spokane Valley Building Inspector will verify that the first floor and all related mechanical and electrical equipment is two feet above adjoining flood area. Floodplain Administrator or Designee Date HALL III PLEASE NOTE: THIS PERMIT THERE IS O BUILDING PERMIT EXPIRE WITHIN TWE VE MONT S OF ISSUED PERMIT BUILDING HE DATE OF ISSUANCE IF III ACTIONS AUTHORIZED UNDER THE PERMIT ARE NOT SUBSTANTIALLY IN -PROGRESS. EXTENSIONS OF APPROVAL MAY BE SOUGHT IF SUBSTANTIAL PROGESS HAS TAKEN PLACE. Version 2 04-05 5 LOOK up a l.onlracLUr, EICGLrlclall 01- t"1U111UU1 I-IUC115C "Mdll Topic Index Contact Info i arc i vi z. Find a Law or Rule Get a Form or Publication Look Up a Contractor, Electrician or Plumber Printer Friendly -Ver sion. General/Specialty Contractor A business registered as a construction contractor with I -Ed to perform construction work within the scope of its specialty. A General or Specialty construction Contractor must maintain a surety bond or assignment of account and carry general liability insurance. https://fortress.wa.gov/lni/bbip/Detail.aspx?License=HOMEPPS951 NE 10/4/2006 License HOMEPPS951 NE Licensee Name HOME PROJECTS SPECIALISTS LLC Licensee Type CONSTRUCTION CONTRACTOR UBI 602511612 Verify Workers Corn Premium Status f Ind. Ins. Account Id Business Type LIMITED LIABILITY COMPANY Address 1 6122 S EAGLE CREST Address 2 City SPOKANE County SPOKANE State WA Zip 992068303 Phone 5099244442 Status ACTIVE Specialty 1 HANDYMAN Specialty 2 UNUSED Effective Date 8/4/2005 Expiration Date 8/4/2007 Suspend Date Separation Date Parent Company Previous License Next License Associated License https://fortress.wa.gov/lni/bbip/Detail.aspx?License=HOMEPPS951 NE 10/4/2006 LOOK up a lAntracwr, riecmcian or rlumoer License lleldii Business Owner Information Name Role Effective Date Expiration Date HEIN, ANNMARIE PARTNER/MEMBER 08/04/2005 RIDGEWAY, PATRICIA PARTNER/MEMBER 08/04/2005 Bond Information ragc /- Ui Savings Information No Matching Information Insurance Information.,, Company Policy Effective Expiration Cancel Impaired Received "Insurance Name Number Date Date Date Date Amount Date r #2 CBIC G11FB9054 07/25/2006 07/25/2007 $500,000.00 07/19/2006 #1 CBIC G11FB9054 07/25/2005 07/25/2006 $300,000.00 08/04/2005' Summons / Complaints Information No Matching Information Start. aNew Search. Printer Fr_ i�ndty Version. About I -Ed I Find a job at LEH I Informaci6n en espanol I Site Feedback 1-800-547-8367 g1I011 Washington State Dept. of Labor and Industries. Use of this site is subject to the laws of the state of Washington. Access Agreement I Privacy and security statement I Intended use/externat content policy ( Visit access.wa.gov Staff only link https://fortress.wa.gov/lni/bbip/Detail.aspx?License=HOMEPPS951NE 10/4/2006 BY DAT U N I V E R S I Y A V E N DEPT. APPROVED IU 40Co 1 -ACRE LOT Sewer Connected to City facilities 30ft 185 ft 125 ft Existing Residence Li 47ft 30ft Proposed ♦Addition 27TH AVENUE 10612 East 27`h Ave., Spokane Valley, WA: Front, Covered Porch (Deck) Addition: Site Plan 5 of 6 9/25/2006 U N I V E R S I T Y A V E INI 1 -ACRE LOT Sewer Connected to City facilities 185 ft 125 ft 30ft Existing Residence 47ft 30ft Proposed ♦Addition 27TH AVENUE 10612 East 27th Ave., Spokane Valley, WA: Front, Covered Porch (Deck) Addition: Site Plan 10/12/2006 13 ft. Front View 4 15 ft. All "Strong -Tie" Brackets Installed per manufacturer Roof: Sheathing Paper 3 -tab shingles 2"x6"x16"O.C. "Strong -Tie" Bracket Gutters ��� uth Cut Typical 4-in-12�1ppitch roof Ila l Ct.& 6 0 &ILA 441-44.4tileb To A%LL0 FLALi--dtrvc w 4 Fix itA-Prttiks CAIN St nt tc_,o t4 ISLAM .tart, Rtso,AtitE ,Taff.44r o 60- giu0.5 . ._ C (to SS Ti El (Ark FTi9lL -rt 6S, +R-1; kt IMSa 4 ' o c 2"x10"x10' (2ea) Art -TA -C.14-441 S6�_ 3 Non -Structural 2"x10" xlyRidge Board f' - ova 61" "Strong -Tie" Bracket eKibG� 2"x10"x10'(2ea 2' deep,y�dia. Pillar w 4'x4" treated oosts (tvo 4 A 40 ft. DECKS: Ledger board requires '/2" lag bolt @ 16" o.c. with 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. 10612 East 27th Ave., Spokane Valley, WA: Front, Covered Porch (Deck) Addition: Site Plan 10/12/2006 Brick Laminated 4" x 4" Treated Post Post anchor installed per manufacturer 4"I 12" x 24" Deep Footing Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. Ground Detail A 10612 East 27th Ave., Spokane Valley, WA: Front, Covered Porch (Deck) Addition: Site Plan 10/12/2006 Matching fascia Ground level Side View 4 10 ft. .K,K.ti x C�. `f J Jack Rafters die on roof on 2"x6" sleepers. 7-Yy—s—s s`c]rr-�-scrz r7 -g -g, t�= III III 1111 Existing wall joists support "Strong -Tie" Brackets for 2"x10" rafter supports installed per manufacturer Cedar deck with vinyl railings Outer support pillars on 8' centers (5ea), ,edia. concrete pillar; imbedded post bracket; 4" x 4" treated post uprights 10612 East 27th Ave., Spokane Valley, WA: Front, Covered Porch (Deck) Addition: Site Plan 10/12/2006 11111111111}11111111111111111 3/8" x 6" Lags w/washers, Through treated 2" x 10" To sill, on 16" centers Typical, 2" x 6" cedar decking 2ea. treated 2" x 10", laminated edge joists 2 ea. 12", standard steps (i.e. 2ea. 2" x 6" cedar) 4 12ft. 2" x 10" treated, mounted with corner brackets, Both sides 40ft 42ft. 2" x 6" hanger brackets on 16" centers, both ends 2" x 6", treated joists, on 16" centers 8ft. 10ft. DECK Detail B 10612 East 27th Ave., Spokane Valley, WA: Front, Covered Porch (Deck) Addition: Site Plan 10/12/2006 t).0606 tximuntaaedger°( (Tuve fro outer of ralttobe l- 1i" rN°1°nm imam Glees 4" rno>< 74'• niainunt Glider dole( IL greeter On q•.4" of 40bl-seesstoast• to-besmcennecllons N Yost Ileihdl slot et) be TOO then ►e C } teal basicity aboye concrete or provide mine treated Naomi lntmw" 1000 psi footing 3" ininIntum }4" g{eeter than 4••0.. 4a4 brace* epost- gbeszo b cconectlons lsali^°m spec ah bell pot be more ► b� � ( to (set) more }leeuOu detail (' 1terloi coptlilio►I) Cg►v Yost a�l}eunT Ig.. no. (4x4) -.A r F on. Knee brac. es ;ge min. k4a4) Knit brace Foal Carr Installed Per manufacturer's Instruction Iwo 117." dtarneter lagosl baltston •ndb°ttomtYP Tod 14" Man. grottos% • Col>.►ectio►I detail eem Yostost ntanuN carer e oat coy ►ns\a11ed Per Ig" min. 1,4a4)\ 'learn Knee brace Knit Veil;' • }�� q le min. Kn°`L ra Two a die reter bottom llagca\ bolts ton sndbo a -1N. SPHERE. CANNOT PASSTH11Q UARD I IEIGI T PER S 96 IN. MINCT. 11316.1 AT LANDING 3aIN. MM FOR!FloGva poi SECT. R316. 1ANDRAILPERSECT.R315.1 1301N. 6.10THERECANNOT PASS ITIED--4 W. OPEN RISER SPH REW P, ar PASS SHRNNHERE 30S P OUSLO HEIGHT w STAIR 1S LESS ` 'WOO T'IPEII II WiLL I�oWORI� on1ER 61NP E6 II/JIOMriE IMMp%N��E toAuL GM6PMIVN .._ CIRCU IU14011WL NPE I HAORNA. MAX. RISE 131410. EA Or RISER HEIGHTS OR TREAD TXCEEo shoo. ROOF -CEILING CONSTRUCTION R802.1.3.4 Interior applications. Interior fire - retardant -treated wood shall have a moisture content of not over 28 percent when tested in accordance with ASTM D 3201 procedures at 92 percent relative humid- ity. Interior fire -retardant -treated wood shall be tested in accordance with Section R802.1.3.2.1 or R802.1.3.2.2. Interior fire -retardant -treated wood designated as Type A shall be tested in accordance with the provisions of this section. R802.1.3.5 Moisture content. Fire -retardant -treated wood shall be dried to a moisture content of 19 percent or less for lumber and 15 percent or less for wood structural panels before use. For wood kiln dried after treatment (KDAT) the kiln temperatures shall not exceed those used in kiln drying the lumber and plywood submitted for the tests described in Section R802.1.3.2.1 for ply- wood and R802.1.3.2.2 for lumber. R802.1.4 Structural glued laminated timbers. Glued laminated timbers shall be manufactured and identified as required in AITC A190.1 and ASTM D3737. R802.2 Design and construction. Roof -ceilings shall be de- signed and constructed in accordance with the provisions of this chapter and Figures R606.10(1), R606.10(2) and R606.10(3) or in accordance with AFPA/NDS. Components of roof -ceilings shall be fastened in accordance with Table R602.3(1). R802.3 Framing, details. Rafters shall be framed to ridge board or to eachothar with a gusset plate as A tie. Ridge board shall be at least 1 -inch (25.4 mm) nominal thickness and not less in depth than the cut end of the rafter. At all valleys and hips there shall be a valley or hip rafter not less than 2 -inch (51 mm) nominal thickness and not less in depth than the cut end of the rafter. Hip and valley rafters shall be supported at the ridge by a brace to a bearing partition or be designed to carry and distrib- ute the specific load at that point. Where the roof pitch is less than three units vertical in 12 units horizontal (25 -percent slope), structural members that support rafters and ceiling joists, such as ridge beams, hips and valleys, shall be designed as beams. R8023.1 Ceiling joist and rafter connections. Ceiling joists and rafters shall be nailed to each other in accordance with Tables R602.3(1) and R802.5.1(9), and the assembly shall be nailed to the top wall plate in accordance with Table R602.3(1). Ceiling joists shall be continuous or securely joined where they meet over interior partitions and nailed to adjacent rafters to provide a continuous tie across the build- ing when such joists are parallel to the rafters. Where ceiling joists are not parallel to rafters, subflooring or metal straps attached to the ends of the rafters shall be installed in a manner to provide a continuous tie across the building, or rafters shall be tied to 1 -inch by 4 -inch (25.4 mm by 102 mm) (nominal) minimum -size crossties. The connections shall be in accordance with Table R602.3(1) or connections of equivalent capacities shall be provided. Where ceiling joists or rafter ties are not provided at the top plate, the ridge formed by these rafters shall also be supported by a girder designed in accordance with ac- cepted engineering practice. Rafter ties shall be spaced not more than 4 feet (1219 mm) on center. R802.3.2 Ceiling joists lapped. Ends of ceiling joists shall be lapped a minimum of 3 inches (76 mm) or butted over bearing partitions or beams and toenailed to the bearing member. When ceiling joists are used to provide resistance to rafter thrust, lapped joists shall be nailed together in ac- cordance with Table R602.3(1) and butted joists shall be tied together in a manner to resist such thrust. R802.4 Allowable ceiling joist spans. Spans for ceiling joists shall be in accordance with Tables R802.4(1) and R802.4(2). For other grades and species and for other loading conditions, refer to the AF&PA Span Tables for Joists and Rafters. R802.5 Allowable rafter spans. Spans for rafters shall be in accordance with Tables R802.5.1(1) through R802.5.1(8). For other grades and species and for other loading conditions, refer to the AF&PA Span Tables for Joists and Rafters. The span of each rafter shall be measured along the horizontal projection of the rafter. R802.5.1 Purlins. Purlins are permitted to be installed to re- duce the span of rafters as shown in Figure R802.5.1. Purlins shall be sized no less than the required size of the rafters that they support. Purlins shall be continuous and shall be sup- ported by 2 -inch by 4 -inch (51 mm by 102 mm) braces in- stalled to bearing walls at a slope not less than 45 degrees from the horizontal. The braces shall be spaced not more than 4 feet (1219 mm) on center and the unbraced length of braces shall not exceed 8 feet (2438 mm). R802.6 Bearing. The ends of each rafter or ceiling joist shall have not less than 1'/2 inches (38 mm) of bearing on wood or metal and not less than 3 inches (76 mm) on masonry or con- crete. R802.6.1 Finished ceiling material. If the finished ceiling material is installed on the ceiling prior to the attachment of the ceiling to the walls, such as in construction at a factory, a compression strip of the same thickness as the finish ceiling material shall be installed directly above the top plate of bearing walls if the compressive strength of the finish ceil- ing material is less than the loads it will be required to with- stand. The compression strip shall cover the entire length of such top plate and shall be at least one-half the width of the top plate. It shall be of material capable of transmitting the loads transferred through it. R802.7 Cutting and notching. Structural roof members shall not be cut, bored or. notched in excess of the limitations speci- fied in this section. R802.7.1 Sawn lumber. Notches in solid lumber joists, raf- ters and beams shall not exceed one-sixth of the depth of the member, shall not be longer than one-third of the depth of the member and shall not be located in the middle one-third of the span. Notches at the ends of the member shall not ex- ceed one-fourth the depth of the member. The tension side of members 4 inches (102 mm) or greater in nominal thickness shall not be notched except at the ends of the members. The diameter of the holes bored or cut into members shall not ex- ceed one-third the depth of the member. Holes shall not be closer than 2 inches (51 mm) to the top or bottom of the 214 2003 INTERNATIONAL RESIDENTIAL CODE® PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CGDE COMPLIANCE SPOKArdE VALLEY "3 LDI DMSION ;,K O b ---