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2011, 05-26 Permit App: 11000261 Residencer- --,r-l% 1r: — I Permit Center e10 CI' Opti OKANE VVAL EY (Staff Use Only) 11703 East Sprague Avenue, Suite B -ter 201 PERMIT NUMBER: -/LL/ Snn rpt Spokane Valley, WA 99206 MQY 2 U pokane Tel: (509) 688-0036 PERMIT FEE: ValleyFax: (509) 688-0037 Nt(�MITLLN I �k permitcenter(d)sook valle .or RESIDENTIAL CONSTRUCTION PERMIT APPLICATION ■0 NEW CONSTRUCTION ❑ ADDITION/ REMODEL ❑ ACCESSORY BUILDING ❑ DECK ❑ OTHER Total Habitable 2025 Space: Main Floor SQ FT: �G� .�+4- Upper Floor SQ FT: //%6 SITE ADDRESS ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: ,0 A ' BUILDING OWNER NAME: Big Sky Homes and Development / 'V NAME: Travis Paske ` Heat Source: Gas Fumwl '�� ADDRESS: PO Box 147 .�r� ( L' "C CITY: Spokane Valley STATE: WA PHONE: 294-4375 FAX: 8932985 CELL: CONTACT NAME: Big Sky Homes and Development PHONE: 294-4375 FAX: 8932985 CELL: CONTRACTOR NAME: Big Sky Homes and Development MAILING ADDRESS: CITY: Spokane Valley STATE: WA zip: 99016 PHONE: 294-4375 FAX: 8932985 CELL: CONTRACTOR LICENSE No.: BIGSKSH898BC EXPIRES: 12/29/12 CITY BUSINESS LICENSE NO.: BIGSKS J DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: Residential, New Construction Residential, New Construction ****YOU MUST COMPLETE THE FOLLOWING**** MARK N /A IF NOT APPLICABLE Height to Peak: 20' Dimensions: 44X26 No. of Stories: 2 Total Habitable 2025 Space: Main Floor SQ FT: �G� .�+4- Upper Floor SQ FT: //%6 Unfij�d Basement SQ FT: %W N Finished Basement SQ FT: 829 Garage SQ FT:Deck/Covered 5285/n Patio SQ 5 c K Impervious Surface Area: 30% Slopes on Property: No. of Bedrooms: a onstruction Type: Heat Source: Gas Fumwl Sewer or Septic: sewer TOTAL COST OF PROJECT: $ $95,000 DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The 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. Effective October 28, 2007 Page 1 of L P:\Community Development\02 Administration\03 Forms - Official Versions\Permit Center\Residential Construction Permit App 10.28.07.doc Community Development Department Permit Center (Staff Use Only) ScIn'0r ti 11703 East Sprague Avenue, Suite B-3 pokane Spokane Valley, WA 99206 PERMIT NUMBER: ja11ey Tel: (509) 688-0036 Y Fax: (509) 688-0037 PERMIT FEE: ,;,o0 permitcenter@spokanevalley.orq PERMIT CENTER PROJECT TRANSMITTAL PLEASE PROVIDE THE FOLLOWING (REQUIRED FOR ACCEPTANCE): Response to Review �kJ{ Comments ❑ PLUS Project #: Revisions to Application ❑ Parcel Number: Other (Describe Below): ❑ Site Address: i Z i 5, UJI 1 Our - Route to Please check all that apply): �' �,ta2� Division # of Sh ets/Type of Document /# of Copies Received by: _ Building Fax: VERIFIED/ INITIALS ❑ ❑ QC Check b: ❑ Dev. Engineering VERIFIED/ INITIALS El ❑ ❑ QC Check by: ❑ Planning VERIFIED/ INITIALS QC Check ❑ b ❑ SV Fire Department VERIFIED/ INITIALS ❑ - QC Check ❑ ❑ b: ❑ Proiect _ Contact Information: Name: , �, �i .� �' �,ta2� Phone: Li -77 — T -I 5 3 Email: _ Fax: Relationship to Project: ❑ Architect ❑ Engineer DATE STAMP: ❑ Contractor ❑ Owner/Applicant ❑ Other Design Professional 1 Prcjoct �f Name —_ Submittal Effective October 28, 2007 Page 1 of 1 P:\Community Development\02 Administration\03 Forms - Official Versions\Permit Center\Permit Center Project Transmittal 10.28.07.doc E3 F}, F -2961, g 0* ��� SITE PLAN m TP p; 12th AVE ,-PROPERTY LINE # DRIVE IS PART OF PHASE 2 WORK 1D61-Otl CONCRETE � aJD bRivewAr P+iASE 2 PHASE 1 CONCRETE SIDEWALK 0 b 0 ONCRETE b RIVEWAY ei g.l�I4 , ® so.-Ou l p 140'-O' w m J k" ©ISC CESIGN d II _ Lu co � N I Q 61 Q m J W J J Q LLJ > U) LLJ z C.0 Y O CV c- 0 U) WE P— A-001 Spokan'�� jUalley Site Address: 13015 E 39TH LN Parcel Number: 45342.3415 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 Newproject E] Previous pre -app meeting Plan revisions Transmittal Date: Wednesday, May 25, 2011 Project Number: 11000261 Zoning: R-3 Water District: MODEL Fire District: FD 01 Applicant: BIG SKY HOMES & DEVELOPMENT Owner: PAKIBA II LLC PO BOX 147 PO BOX 147 SPOKANE VALLEY WA 99016 SPOKANE VALLEY WA 99016 (509) 294-4375 e-mail: e-mail: Contact: BIG SKY HOMES & DEVELOPMENT Occupant: PO BOX 147 SPOKANE VALLEY WA 99016 e-mail: (509) 294-4375 e-mail: Contractor: BIG SKY HOMES & DEVELOPMNT Arch/ Engineer: Po Box 147 GREENACRES WA 99016 (509) 294-4375 e-mail: Project NEW SFR - SEWER Description: Please send all plan review and project comments via e-mail to the highlighted individuals. Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION CONSTRUCTION PLAN SITE PLA �i TD ti Please send all plan review and project comments via e-mail to the highlighted individuals. Spokane jUalley For City Use Only PLUS Project Number /Z f� 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 Site Address: 13015 E 39TH LN Parcel Number. 45342.3415 Zoning: R-3 Fire District: FD 01 Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 Water District: MODEL Applicant: BIG SKY HOMES & DEVELOPMENT PO BOX 147 SPOKANE VALLEY WA 99016 (509) 294-4375 e-mail: Contact: BIG SKY HOMES & DEVELOPMENT PO BOX 147 SPOKANE VALLEY WA 99016 (509) 294-4375 e-mail: New project ❑ Previous pre -app meeting ❑ Plan revisions ❑ Transmittal Date: Wednesday, May 25, 2011 Project Number: 11000261 Owner: PAKIBA II LLC PO BOX 147 SPOKANE VALLEY WA 99016 e-mail: Occupant: e-mail: Contractor: BIG SKY HOMES & DEVELOPMNT Arch/ Engineer: Po Box 147 GREENACRES WA 99016 (509) 294-4375 e-mail: Project NEW SFR - SEWER Description: Please send all plan review and project comments via e-mail to the highlighted individuals. p o, S" ane ,,;0o'valley Community Developmerr6epartmieht'-' ' T Permit Center CI'(Y OF ,;POKANE VAL EY (Staff Use Only) 11703 East Sprague Avenue, Suite BX3 Z�q� PERMIT NUMBER: �/✓ �` Spokane Valley, WA 99206 MAY 2 1 Tel: (509) 688-0036 PERMIT FEE: Fax: (509) 688-0037 rERIVIIT CEN i El ermitcenter sok Ra uaile .or ' �_____ RESIDENTIAL CONSTRUCTION PERMIT APPLICATION Q NEW CONSTRUCTION ❑ ADDITION/ REMODEL ❑ ACCESSORY BUILDING El DECK ❑ OTHER SITE ADDRESS: k s' E�3'q-t�l ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: Big Sky Homes and Development NAME: Travis Paske ADDRESS: PO Box 147 CITY. Spokane Valley STATE: WA ZIp: 99016 PHONE:294-4375 FAX. 8932985 CELL: CONTACT NAME: Big Sky Homes and Development PHONE: 294-4375 Fax. 8932985 CELL: CONTRACTOR NAME: Big Sky Homes and Development MAILING ADDRESS: CIn: Spokane Valley STATE: WA ZIp• 99016 PHONE: 294-4375 FAX: 8932985 CELL: CONTRACTOR LICENSE No.: BIGSKSH898BC EXPIRES:12/29/12 CITY BUSINESS LICENSE NO.: BIGSKSHW DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: Residential, New Construction Residential, New Construction ****YOU MUST COMPLETE THE FOLLOWING**** MARK N A IF NOT APPLICABLE Height to Peak: 20, Dimensions: 44x26 No. of Stories: 2 Total Habitable 2025 Space: Main Floor SQ FT: 1196 Upper Floor SQ FT: Unfinished Basement SQ Finished Basement SQ FT: OLy FT: 829 Garage SQ FT:��� Deck/Covered Patio SQ Impervious Surface 30% Slopes on FT: Area: Property: �s No. of Bedrooms: a Construction Type: Heat Source: Gas Furnace Sewer or Septic: sewer TOTAL COST OF PROJECT: $ $95,000 DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The 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. Effective October 28, 2007 Page 1 of 2 P:\Community Development\02 Administration\03 Forms - Official Versions\Permit Center\Residential Construction Permit App 10.28.07.doc PLANNING DEPT. APPROVED BY DATE:--. SPI I� 0 to z 0 tj 14 I -74P -so 44 /:30jS E 3j'L1. Luj, 1 - UL NPV6 �)0� 0 -L41 It RECE SZ -55, , NED 3 V", Z- 4,ve- CSV PERMIT CENTER th MAY 2 3 2011 P?a A I I- Nw'ne--(-4 Submittal W,— Fvescriptive Energy Code Compliance for Single Family and Duplex Housing: Zone 2 Project Information Contact Information Pine Rock Ridge Big Sky Homes and Development 3rd Addition PUD, Lot 16 PO Box 147 Spokane Valley WA 99016 13015 E 39th Lane Travis Paske 294-4375 This set of forms has been developed to assist permit applicants documenting compliance with the Washington State Energy Code, (2009 edition). This set is for structures built under the IRC and located in Climate Zone 2. The following forms provide much of' the required documentation for plan review. The details noted here must also be shown on the drawings (WSEC 104.2). This form is not a substitute for the energy code itself. To obtain a copy of the energy code, go to the following web address. http://www.energy.wsu.edu/code See WSEC table 6-2 for footnotes UldLll ly DU ICUUM MI.I. .11CU LU VUL.UI I ICI IL ❑ Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. ❑ Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skyllight or door U -factor (WSEC 602.7.2) ❑ As part of the heating systern sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a Glazing Glazing U-FactorDoom High Efficiency HVAC Equipment 2 1c Vaulted Wall 12 Wall- into Wall- ext° s Option Area 70: 3c Super -Efficient Building Envelope 3 z Ceiling 3 Above Below Below Floor 5b % of Floor Vertical Overhead" U -Factor Large Dwelling Unit Ceiling Grade Grade Grade OI R-49 or R-21 R-21 12% 0.32 0.50 0.20 R-38 R-38 R-12 R-30 Int' TB OII R-49 or R + 15% 0.32 0.50 0.20 R-38 R-38 R-12 R-30 R- R-5 TB TB O III R-49 or R-19 + R-21 Unlimited 0.30 0.50 0.20 R-38 R-38 R-10 R-30 R-5 TB Adv. See WSEC table 6-2 for footnotes UldLll ly DU ICUUM MI.I. .11CU LU VUL.UI I ICI IL ❑ Does not apply. (SEE INSTRUCTIONS) Using Prescriptive Option III. All glazing and doors meet maximum U -factor. Alternate heating size method submitted. ❑ Option I or II, Glazing to floor area limit (WSEC 602.7.2) ❑ Area weighted window, skyllight or door U -factor (WSEC 602.7.2) ❑ As part of the heating systern sizing calculation (IRC M1401.3 & WSEC 503.2.2) Radiant slab: ❑ R-10 foam insulation, continuous with thermal break (WSEC 502.1.4.9) Chapter 9 Options Total of 1 Credit Required Opt. Opt. Description 1a I High Efficiency HVAC Equipment 1 1 b High Efficiency HVAC Equipment 2 1c High Efficiency HVAC Equipment 3 2 High Efficiency HVAC Distribution System 3a Efficient Building Envelope 1 3b Efficient Building Envelope 2 3c Super -Efficient Building Envelope 3 4a Air Leakage Control and Efficient Ventilation 4b Additional Air Leakage Control and Efficient Ventilation 5a Efficient Water Heating 5b High Effieciency Water Heating 6 Small Dwelling Unit 7 Large Dwelling Unit 8 Renewable Electric Energy Total Credits "1200 kwh 1.00 WSEC Prescriptive Worksheet (2010 edition) Zone 1 WSUEEP10-010 Copyright 2010 Simple Heating System Size: Climate Zone 2 Project Information Pine Rock Ridge 3rd Addition PUD, Lot 16 13015 E 39th Lane Indoor Design Temperature 70 Outdoor Design Temperature Design Temperature Difference (AT) 4T = Indoor - Outdoor Design Temp 66 Conditioned Floor Area 2025 Conditioned Volume 16200 Glazing Copy Sum of UA from Glazing Schedule 75 Attic U -Factor X Area R-49 0.027 1196 R-38 Advanced 0.026 Single Rafter or Joist Vaulted Ceilings U -Factor X Area R-38 Vented 0.027 Above Grade Walls U -Factor X Area R-21 0.056 2125 Floors U -Factor X Area R-30 0.029 336 Below Grade Walls U -Factor X Area 2' Depth Walls 0.042 3.5' Depth Walls 0.041 7' Depth Walls 0.037 Slab Below Grade F -Factor X Length 2' Depth 0.59 3.5' Depth 0.64 7' Depth 0.57 Slab on Grade F -Factor X Length R-10 2' perimeter 0.54 138 R-10 Full - Heated 0.55 Sum of UA Envelope Heat Load Sum of UA X AT Air Leakage Heat Load ((Volume X 0.6) X AT) X.018)) Building Design Heat Load Air Leakage + Envelope Heat Loss Contact Information Big Sky Homes and Development PO Box 147 Spokane Valley WA 99016 Travis Paske 294-4375 = UA 32.3 UA = UA 119.0 UA 9.7 UA = UA = UA 74.5 311 20526 Btu / Hour 11547 Btu / Hour 32074 Btu / Hour Building and Duct Heat Load 0 32074 Btu / Hour If ducts are located in unconditioned space: Sum of Building Heat Loss X 1.15 If ducts are located in conditioned space: Sum of Building Heat Loss X 1 Maximum Heat Equipment Output 150% 48111 Btu / Hour Building and Duct Heat Loss X 1.50 WSEC Prescriptive Worksheet (2010 Edition) WSUEEPI 0-010 Copyright 2010 Glazing Schedule Project Information Contact Information Pine Rock Ridge Big Sky Homes and Development 3rd Addition PUD, Lot 16 PO Box 147 Spokane Valley WA 99016 13015 E 39th Lane Travis Paske 294-4375 Conditioned Floor Area 2025 Sum of UA for Heating System Sizing 75.5 Sum of All Glazing Areas From Below 232 Glazing to Floor Area Ratio 11.47% 602.7.2 Exception Ratio (not to exceed 1 %)� Exterior Doors Plan Component Door Percent Width Height Glazing Door Door in nperrintinn Rpf ll-fartnr Glared Ot Feet Inch Feet Inch Area Area UA House to Garage 0.130 1 1 2 $ 6 a 17.8 2.3 Entry Door 0.130 1 3 6 8 20.0 2.6 One Exempt Swinging Door < 24 Square Feet Sum of Glazing Area, Door Area, and UA (do not include exempt door) 37.8 4.9 Area Weighted U = UA/Area 0.13 Sum of Area and UA for Heating system size only (include exempt door) 37.8 4.9 Vertical Glazing (Windows, Glazed doors using Exception 602.6 #1) Plan Component Glazing ID Description Ret. U -tactor Main Floor Living 0.310 Rear Dining Slider 0.300 Kitchen 0.300 Master Bath 0.300 Master Bed 0.300 Up Bed 1 0.310 Up Bed 2 0.310 Entry 0.290 Down Family Front 10.310 Down Family Rear Slider 0.300 Down Bed Rear 0.300 MMEMEI EN©EMO MMEME MEMEM MMEME EMIMEM MEMME WSEC Prescriptive Worksheet (2010 Edition) Width Height Qt. Feet Inch Feet Inch ENME©� • 1 =MEMO •1� =MEMO 1 1 MMEME 1 1 • 1 MIN MMEME M©� ■; MMEMEI MMEMEI EN©EMO MMEME MEMEM MMEME EMIMEM MEMME MEMME MMEME MEMEM MEMEM MEMME MEMME Sum of Area and UA Area Weighted U = UA/Area Glazing Area UA 1 1 • 1 •1� •1� 1 1 • 11 1 1 • 1 I�® 11 .11 232.2 70.54 0.30 WSUEEP10-010 Copyright 2010 Overhead Glazing Plan Component Glazing ID Description Ket. U Width Height 1t. Feet '"ch Feet Inch Sum of Area and UA Area Weighted U = UA/Area Doube Glazed Garden Windows Section 602.7.2 Exception Plan Component Width Height ID Description Qt. Feet inch Feet ifch Sum of Area Sum of Area X 3 (This total is automatically included in the glazing area total.) Glazing UA for Heating System Size Only = Area X 0.63 WSEC Prescriptive Worksheet (2010 Edition) krea UA Area UA F__ __ I WSUEEP10-010 Copyright 2010 F OF S CITY p ®Dan..;o0e tialle 11703 E Sprague Ave Suite B-3♦ Spokane Valley WA 99206 ♦509.720.5240 ♦ Fax: 509.688.0037 - -- Twelve Things You Must Know!! 1. WAC Amendment Table R302.1 l=ire Resistant Construction for Exterior Walls - Eave or other projections for walls less than 5 feet from property lines require one hour fire protection on the underside unless fire blocking is provided at the wall or no gable end vent is installed. This effectively eliminates any venting at the exterior wall if within 5 feet of the property line without fire protection. 2. R319.1 Address Numbers - Buildings shall have approved address numbers consisting of a minimum 4 inches high and a minimum stroke width of Y2 inch plainly legible and visible from the street. 3. WAC Amendment R327.1 Protection Against Radon - State adoption of IRC Appendix F for mitigation measures applicable for buildings constructed in "High Radon Potential Counties" (Spokane County). Appendix F Section AF101.1 (WAC Amendment) no longer permits un -vented (conditioned) crawl spaces. Appendix F further requires passive radon vents to be installed in vented crawl spaces. WAC Amendment to R408.2 permits 1:300 sq/ft ratios for ventilating crawl spaces. 4. Table R404.1.2(1) Minimum Horizontal Reinforcement for Concrete Basement Walls - Horizontal reinforcement in all below ground stem walls is required with a minimum of (1) #4 rebar within 12 inches of the top of the wall and (1) #4 rebar near mid height if less than 8 feet, and (1) #4 rebar within 12 inches of the top of the wall and (1) #4 rebar at 1/3 points if more than 8 feet. Minimum vertical reinforcement is listed in Table 8404.1.2(8). 5. R502.2.2.3 Deck Lateral Load Connection - Hold-down tension devices shall be installed in not less than two locations per deck, and each device shall have and allowable stress design capacity of not less than 1500 pounds. 6. R506.2.3 Vapor Retarder - A 6 mil polyethylene or approved vapor retarder with joints lapped not less than 6 inches shall be placed between the concrete floor slab and the base course or the prepared subgrade where no base course exists. Exception is detached garages and other unheated accessory structures. 7. R602.10.8 Braced Wall Panel Joints - All vertical joints shall occur over and be fastened to common studs. Horizontal joints shall occur over and be fastened to common blocking of a minimum 1 % inch thickness. Exception omits blocking if twice the required minimum length of braced wall panels are provided. 8. R602.10.9 Cripple Wall Bracing - Cripple walls shall be braced with a type and length of bracing as required for the wall above multiplied by a factor of 1.15 and decreasing the distance between brace wall panels to 18 feet instead of 25 ft. 9. 8612.2 Window Sills - Window fall prevention protection similar to guardrails (4 inch diameter sphere) is required for operable portions of windows less than 24 inches above the finished floor, and greater than 72 inches above the adjacent exterior grade or surface below. 10. R702.4.2 Tile Backer Board - Section requires cement, fiber -cement, or glass mat gypsum backers for tile installation in tub and shower areas and wall panels in shower areas. 11. R703.2 and Table R703.4- Water Resistive Barrier- Felt, or other approved barrier (house wrap) is required over all exterior wall studs or sheathing, and there is no longer an exception for not requiring such felt/barrier under panel sidings with shiplap joints. 12. Washington State Energy Code Section 505.2 Exterior Lighting- Luminaires providing outdoor lighting and permanently mounted to a residential building or to other buildings on the same lot shall be high efficacy (compact florescent with pin style base or similar efficient light source) lamps. Exception allows incandescent fixtures controlled by motion sensors with integral photo sensors. city, of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprauge Avenue, 4106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008 1-1/4" to 2" maximum Triangular riser and g sphere can 6, 8" minimum 3821 Handrail Return ends to wall, or terminate at newell post 34"-38"� Intermediate rail spacing or nattern so that 4 -inch sphere REQUIRED WIDTH OFRUNSHALL BE PROVIDED INTH rS LOCATION (SECT10NIOD3.3.3.8.2) .7 S -MIN. NOTE: HANDRAILS NOT SHOWN FOR CLARITY STAIRWAY WIDTH LIMITATION:APPLIESTOR-36CCUPANCY ' (SECTION 1003.3.3.8.2) AND PRrVATE STAIRWAYS IN R-1 OCCUPANCY REQUIRED WIDTH OFRUNSHALL REPROVIDED INTHIS LOCATION PLAN VIEW WINDING STAIRWAY ST7RF.4M WIDTH 'GR7WrrI-M4AW -FSTAIRSSHALL 3THESMALLLEST rHA?I3/8 INCH )N 1003.333) / SN `e. PLAN VIEW CIRCULAR STAIRWAY ,-;r 99 sg N PLAN VIEW ALTERNATE USE OF WINDERS MAXIMUM 91¢ -INCH RISE BETWEEN TREADS RFTY LIMITATIONS: 1. ONLY APPLIES TO R-3 OCCUPANCY AND PRIVATE STAIRWAYS IN R-1 OCCUPANCIES. 2 LIMITED TO SERVING AS EXIT FOR 400 SQUARE FEET MAXIMUM. PLAN VIEW SPIRAL STAIRWAY Stair Dimensions 1 Width (36" minimLInVI „ 1 Rise (4" minimum -maximum) 1 Run minimum) 1 The greatest riser height within any flight of stairs shall not exceed the samllest by more than 3/8". Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not exceed the smallest by more than 3/8 inch. Handraili 1 One required (two required if stair is open on sides) if there are four or more risers. 1 Height (34" to 38" above nosing of treads). I Projection (1-1/2 between handrail and wall). 11N. 1 Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. Guardrails 1 Required if 30" or more above grade. 1 Height (36" high at landings - handrail height atsteps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL 1.1/a'Tor IIh- t -1/a' 14z MIN. TO Z' MIN WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH THE 'CONTINUOUS* TERMINOLOGY IN THE CODE - HANDRAIL CONTINUITY 1 W: 1-1W TO Z. MIN. ��. 9 1h' MAX. r � Z.,Z O NOTACCEPTABLE NOT ACCEPTABLE ote that while every effort is made to assure the accruacy of the information contained in this brochure it is not warranted. for accuracy. umenl is not intended to address all aspects or regulatory requirements for a project and should serve as a starting point for your investiga- detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or he appropriate division or staff. OPTIONAL. RAILING OR 1111ALFWALL, Y^RIFY NOTE: MIN. RUN=1®" MAX. RIBS -.I 1X FIRE BLOCKING GUARDRAIL AND HANDRAILS Stairways with four or more risers are required to have a graspable handrail meeting the following requirements: - Located between 34"– 38" above the nose of the treads - Continuous from the bottom to the top of the stairs - Located a minimum 1%" from wails - Ends shall be returned or shall terminate into a newel post Guardrails on stairs shall be configured so that a 4-3/8" or greater sphere can not pass through at any point. minimum Guardrails for stairways, with a total rise greater than 30", shall Guardrails shall be configured so . that a 4" or greater sphere can not pass through at any point. 36" minimum Guardrails for walking surfaces more than 30" above grade shall be not less than 36" in height. J — The triangular space between the guardrail and the stair shall be configured so that a 6" or greater sphere can not pass through at any point RANDRAM (CON FRGUR :11'>IONS Type I Handrails Type H Handrails – Perimeter greater than 6%4" with graspable finger recesses Circular cross-section – Diameter. 1 %4" – 2" Non -circular — Perimeter. 4"-6Y4" Cross-section: 2%4" max. Cross-section: 1Y4" – 23/" above the finger recess Finger recess depth: 5116" minimum Finger recess location: - Must begin a maximum of 3/" from top - Must extend at least to 13/" from the top 1 /a" – 23/" 16 3/4" 1W-23/4" 13/n 516" CHAPTER 5 SECTION 8501 GENERAL R501.1 Application. The provisions of this chapter shall con- trol the design and construction of the floors for all buildings including the floors of attic spaces used to house mechanical or plumbing fixtures and equipment. R501.2 Requirements. Floor construction shall be capable of accommodating all loads according to Section R301 and of trans- mitting the resulting loads to the supporting structural elements. SECTION 8502 WOOD FLOOR FRAMING R502.1 Identification. Load-bearing dimension lumber for joists, beams and girders shall be identified by a grade mark of a lumber grading or inspection agency that has been approved by an accreditation body that complies with DOC PS 20. In lieu of a grade mark, a certificate of inspection issued by a lumber grading or inspection agency meeting the requirements of this section shall be accepted. 8502.1.1 Preservative -treated lumber. Preservative treated dimension lumber shall also be identified as required by Sec- tion R319.1. R502.1.2 Blocking and subflooring. Blocking shall be a minimum of utility grade lumber. Subflooring may be a mini- mum of utility grade lumber or No. 4 common grade boards. R502.1.3 End -jointed lumber. Approved end jointed lum- ber identified by a grade mark conforming to Section R502.1 maybe used interchangeably with solid -sawn mem- bers of the same species and grade. R502.1.4 Prefabricated wood I joists. Structural capaci- ties and design provisions for prefabricated wood I joists shall be established and monitored in accordance with ASTM D 5055. R502.1.5 Structural glued laminated timbers. Glued laminated timbers shall be manufactured and identified as required in ANSI/AITC A190.1 and ASTM D 3737. R502.1.6 Structural log members. Stress grading of struc- tural log members of nonrectangular shape, as typically used in log buildings, shall be in accordance with ASTM D 3957. Such structural log members shall be identified by the grade mark of an approved lumber grading or inspection agency. In lieu of a grade mark on the material, a certificate of inspection as to species and grade issued by a lum- ber -grading or inspection agency meeting the requirements of this section shall be permitted to be accepted. R502.1.7 Exterior wood/plastic composite deck boards. Wood/plastic composites used in exterior deck boards shall comply with the provisions of Section R317.4. R502.2 Design and construction. Floors shall be designed and constructed in accordance with the provisions of this chap - ter, Figure R502.2 and Sections R317 and R318 or in accordance with AF&PA/NDS. R502.2,1 ]Framing at braced wall Panes. A load path for lateral forces shall be provided between floor framing and braced wall panels located above or below a floor, as speci- fied in Section R602.10.6. R502.2.2 Decks. Where supported by attachment to an exte- rior wall, decks shall be positively anchored to the primary structure and designed for both vertical and lateral loads as applicable. Such attachment shall not be accomplished by the use of toenails or nails subject to withdrawal. Where positive connection to the primary building structure cannot be verified during inspection, decks shall be self- supporting. For decks with cantilevered framing members, connections to exterior walls or other framing members, shall be designed and con- structed to resist uplift resulting from the full live load specified in Table R301.5 acting on the cantilevered portion of the deck. R502.2.2.1 Deck ledger connection to band joist. For decks supporting a total design load of 50 pounds per square foot (2394 Pa) [40 pounds per square foot (1915 Pa) live load plus 10 pounds per square foot (479 Pa) dead load], the connection between a deck ledger of pressure - preservative -treated Southern Pine, incised pressure -pre- servative -treated Hem -Fir or approved decay- resistant species, and a 2 -inch (51 mm) nominal lumber band joist bearing on a sill plate or wall plate shall be constructed with '/Z inch (12.7 m) lag screws or bolts with washers in accordance with Table R502.2.2.1. Lag screws, bolts and washers shall be hot -dipped galvanized or stainless steel. R502.2.2.1.1 Placement of lag screws or bolts in deck ledgers. The lag screws or bolts shall be placed 2 inches (51 mm) in from the bottom or top of the deck ledgers and between 2 and 5 inches (51 and 127 mm) in from the ends. The lag screws or bolts shall be stag- gered from the top to the bottom along the horizontal run of the. deck ledger. R502.2.2.2 Alternate deck ledger connections. Deck ledger connections not conforming to Table R502.2.2.1 shall be designed in accordance with accepted engineer- ing practice. Girders supporting deck joists shall not be supported on deck ledgers or band joists. Deck ledgers shall not be supported on stone or masonry veneer. 8502.2.2.3 Deck lateral load connection. The lateral load connection required by Section R502.2.2 shall be permitted to be in accordance with Figure R502.2.2.3. Hold-down ten- sion devices shall be installed in not less than two locations per deck, and each device shall have an allowable stress design capacity of not less than 1500 pounds (6672 N). R502.2.2.4 Exterior wood/plastic composite deck boards. 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F. G l Building Owner NameBig Sky Homes and Development Phone:723-8873 Fax: 8932985 Address:PO Box 147 City: Spokane Valley State:WA Zip:99016 Contractor NameBig Sky Homes and Development Phone: 723_8873 Fax: 8932985 Address:PO Box 147 City: Spokane Valley State:WA Zip: 99016 License No: BIGSKSH898BC City Business Lic:BIGSKSH898BC Contact/Project Manager: Name: Jim Matteson Phone: 723-8873 #UNITS FURNACES&SUSPENDED HEATERS-INSTALLATION OR RELOCATION Up to&including 100,000 BTU FURNACES&SUSPENDED HEATERS-INSTALLATION OR RELOCATION Over 100,000 BTU DUCT WORK SYSTEM HEAT PUMP/AIR CONDITIONER 0-3 TON AIR CONDITIONER Over 3-15 TON AIR CONDITIONER Over 15-30 TON AIR CONDITIONER Over 30-50 TON AIR CONDITIONER Over 50 TON GAS WATER HEATER GAS PIPING SYSTEM(each outlet) 2 GAS LOG,FIREPLACE,&GAS INSERT APPLIANCE VENTS INSTALLATION,RELOCATION,REPLACEMENT REPAIRS OR ADDITIONS BOILER,COMPRESSORS,ABSORPTIONS SYSTEM 0 to 3 hp-100,000 BTU or less BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 3-15 hp—100,001 to 500,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 15—30 hp -500,001 to 1,000,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 30 hp—1,000,001 to 1,750,000 BTU BOILER,COMPRESSORS,ABSORPTIONS SYSTEM Over 50 hp—over 1,750,000 BTU AIR HANDLER(DOES NOT include ducting) Each unit up to 10,000 cfm,including ducts AIR HANDLER(DOES NOT include ducting) Each unit over 10,000 cfm EVAPORATIVE COOLERS(other than portables) VENTILATION AND EXHAUST Each fan connected to a singe duct 4 VENTILATION AND EXHAUST Each ventilation system VENTILATION AND EXHAUST Each hood served by mechanical exhaust INCINERATORS Installation or relocation of residential INCINERATORS Installation or relocation of commercial APPLIANCES Range,Clothes Washer UNLISTED APPLIANCES Under 400,000 BTU UNLISTED APPLIANCES Over 400,000 BTU HOOD Type I HOOD Type II L P STORAGE TANK WOOD OR PELLET STOVE INSERT WOOD STOVE SYSTEM—FREE STANDING EXPIRES: VIN: ECASH ❑CHECK ❑VISA ❑MC CARD# SIGNATURE P:\Community Development\02 Administration\03 Forms-Official Versions\Permit Center\Mechanical Permit Application 04-03-09 dg.doc t. Permit Center „„�.7✓✓n 11703 E Sprague Ave,Suite B-3 PERMIT NUMBER: Walley Spokane Valley, 99206 J (509)688-0036 FAX:(509)688-0037 PERMIT FEE: permitcenter spokanevallev.ore Community Development Plumbing Permit Application n Commercial ❑1 Residential SITE ADDRESS: l-Sds 6 Building Owner Name: Big Sky Homes and Development Phone: 723_8873 Fax: 893-2985 Address: PO Box 147 City State: Zip: Contractor Name: 723-8873 Phone: 723-8873 Fax: 893-2985 Address: PO box 147 City: Spokane Valley State: Wa Zip: 99016 License No: BIGSKSH898BC City Business Lic: Contact/Project Manager: Name: Big Sky Homes and Development Phone: 723-8873 #OF UNITS PLUMBING FIXTURE ON A TRAP TOILETS 3 URINALS TUBS 3 SHOWERS(per trap) Lav/Basins,Bar,Floor,Kitchen,Laundry,Utility,Janitor,Photo,X-ray,Food, 5 SINKS Prep/Culinary Meat DISHWASHER 1 CLOTHES WASHER 1 GARBAGE DISPOSAL 1 WATER SOFTNER FLOOR DRAIN Area,Case,Coil,Trench,Condensate 1 ROOF DRAIN/OVERFLOW DRAINS FOUNTAIN,DRINKING WATER PIPING/DRAIN-IN WASTE Installation,Alterations,Repair,Reversals WATER USING DEVICE Ice and/or Coffee maker,hose bib,steamer proofer,carbonator,swamp cooler PRIVATE SEWAGE DISPOSAL SYSTEM WATER HEATER If Gas,See Mechanical INDUSTRIAL WASTE PRETREATEMENT INCEPTORS Including traps,vents except kitchen type grease interceptors functioning as fixture traps REPAIR OR ALTERATION Water piping,drainage or vent piping ATMOSPHERIC TYPE VACUUM BREAKER BACK FLOW PROTECTIVE DEVICE Other than atmospheric type vacuum breakers MEDICAL GAS INCEPTORS DCASH 0 CHECK 0 VISA 0 MC EXPIRES: Card# VIN: SIGNATURE: P:\Community Development\02 Administration\03 Forms-Official Versions\Permit Center\Plumbing Permit Application 04-03-09 dg.doc CA D -C� D GUARDRAILS: Min. 36in high if floor 30in above grade with picket spacing no more than 4in apart. Design required to meet a single concentrated load of 200 psf applied in any direction at any point along the top and 50 psf for in -fill components. Glazing in -fill must be designed fora safety factor of 4. 2X6 TOP. RAIL POST © 12' MAX. APART -� 2X6 CONT. 2-Y2" DIA. LAG. POTS PER. POST 2X8 JOISTS 2-2X10 BEAM BCSZ SIMPSON POST TO BEAM CONNECTOR 4X4 PT. POST GROUND LEVEL SIMPSON ABA ADJUST. POST BASE 3 NA LS PER. SPEC. ©1" O.C. LUS 2X8 SIMPSON JOIST HANGER 2X8 LEDGER .3 NAILS PER. SPEC. ©1" O.C. 4" SPACING BET. RAILINGS 2"X2" RAIL Y." SPACING REC. FOR DRAINING PROVIDE FLASHING BET. DECK AND EXT. SHEATHING Y2" LAG BOLTS STAGCERD 16" O.C. DECKS: Pressure treated ledger board with flashing behind requires %inch bolts with min. spacing of inches oacenter per Table R502.2.2.1. Min150016 lateral ld connections required in 2 locations. Posts require approved base and beam connectors. Mur. 24 in. frost protection to finish grade with min. 12 M. footing base. SEE OTHER OPTIONS. 8"X24" SONOTUBE BELOW GRADE. HOLD SONOTUBE 4"-6" ABOVE GRADE OPTION A (PATIO UNDER DECK) GROUND LEVEL SIMPSON ABA ADJUST. POST BASE CONCRETE PATIO RE -BAR PIN 8"X8"X24" THICKEN SLAB BELOW POST OPTION B (FOOTING WITH BASE) GROUND LEVEL CONCRETE BASE 8"X24" DEEP FTG 506 PLANS.DWG, ELEVATIO, RIGHT ELEVATION SCALE 1/8" = 1'-0" REAR ELEVATION SCALE 1/8" = 1'-0" •i q 1 IIIIIIIMII II1III1 / LEFT ELEVATION ELEVATION SCALE 1/8' FRONT ELEVATION SCALE 3/8" = 1'-0 24' P°9. Ht SCALE: Paw x. 2011-soe ELEVATIONS SHEET AS SHOWN DATE. 0310,1/11 4 -BEDROOM, 2025 SQ. FT.DRAWN:1 OE3 V DRAWN: FILM MATTESON CONSTRUCTION, L.L.C. doe NUMBERNw"` APPROVED:>Da SPOKANE VALLEY, WASHINGTON 2011-508 MAIN FLOOR PLAN = 1,196 S4. FT neallymoim ed outdoor lighting rc)mms high cuffcacy lumhwoe (LED, pin bard comp's, Norwood lamps, r screwtype CFL controlled meal)of meaadesoent fi#u controlledre cod b^ motion sensors with iutegyal photo sensors. SCALE. 1/4' = 1.-0" BTRERIVAVB: Minimum width 36 in with min.tr, n of 10 in, max. rise RFS s/i in. &nosing of %-1'/. in. Rat 6 i 8 in headroom Ruclospi,Hable slat ander sini/Ways-restuite81.1usiefitocilsRiBRItRtt'AIRt G�SaR, FOUNDATIONWALL.3,000#PSI' SLABS 6ARARES,CARPORTS B:PORCHES :'8800 i- PRI ALL FOOTINGS MUST BE CONTINB000 E n,suu uINIVx001utwums Minimum depth for frost protection is 24hnchcs mHisured from the bottom of the fooling to finish grade Grade slope away Isom hwldiug a minimum 6lmhes m first 10 frrt.: Har ml Reinforcement for Wall Iaight- 58 :0)PH w( I 'oftop&(1)44 at 46014 s 8 ft: (I) d4 w/io 12" oftop & (3)'64'1 Iw pointe Vertical Rebar -for > 4 ft- See 111111c R404.1.2(8) Passivi Radon Mitigation 8 rated from suet HIP Hat non IS DR t.41-41- FOBNPAMO WALL. TIP. le FOOTING. TfP. fL /� T,m,ar�INavlea,m�,.va Box BE.,66.6 s6y 0 4410 LOWER LEVEL — 829 S4. FT SCALE 1/4' — 1'-0' 660, 1.2 48m. NOTES: 1. ALL HEADERS SHALL BE (2) 2 x 10S D.F. 82. 2. TUB AND SHOWER STALL NOTES; A. PIREB0006165 BETWEEN STUDS B. LIMIT SHOWER ROW TO 3 G.P.M.: C. WALL SHALL BE WATERPROOF TOA MINIM OF V0' ABOVE DRAIN INLET; D. ALL GLAZING INCLUDING WINDOWS WITHIN Tr OF GRAIN INLET SHALL BE SAFETY PLATE. It=11.,ramt Cars P60404 Cd WA isiTans, PYIC 4.8 yaw., Inc MO. sousse vice, to Ester., R4112.10.4i All exterior walls on a brace wall lm, oasame story reipirs 0a ous wood structural nsl sheathing por Table PCO2u10.42 and MIwa34 inch• to vicinity of end cioricii witho01,14 downs per R602.18.4.4. BE EBBE Hmoride.Alarm siallyti outside of to sleeping area SCALE: AS SHOWN PE10.1 20, -SOS DATE: 03/00/11 DRAWN: FILIVI PLANS 4 -BEDROOM, 2025 SQ. FT. MATTESON CONSTRUCTION, L.L.C. SPOKANE VALLEY, WASHINGTON SHEET 21F3 JOB RP NAEP. 2011-508 VAULTED TRUSSES 1D 24" O.C. RIDGE TRUSSES ®24' O.C. HANG FRAMING 0 24" O.C. luxe ROOF PLAN Fable .11302.1 - Wuxi liTastatitetsbacatts SCALE 1/4" = I'-0' SE SENGHEATHIliti ROOF CONSTRUCTION. ROOFING PER CONTRALTO 1/2V PILS ATRING INSULARON BAFFLE W/AI VENT BLOCK CEDAR FASCIAS CONT. METAL GUTTER Ice Barrie ei Naas or seas...He au mermodifica Haim. se N1101.4.1 -Attie insulation cerii6calimn requvcd as to R value or coverage. Markers, attached m trusses or rakers, required for every 300 Hier attic space with 1 inch high members for ins Gilled tNclutess of insulation. AND FRAMING BDRM-4 2 x 10 BLKG BTWN FLR JO STS TYPICAL axFARNG BDRM-5 I WALL 13 I MIL VAPOR— BARRIER. TYP SIDING PER CONTRACTOR CATION 6 STUDS 16" O.C. R-ANSBLATON TYPICAL 6 TREATED PLATE W/1/2" x Water Resistive Barrier required ander siding BUILDING SECTION TYPICAL SCALE 1 /4' = 1'-0" SCALE: VERTICAL: oe N AM Gsroal D RAWN: RUA APPROVED: 30. ROOF PLAN -SECTION 4 -BEDROOM, 2025 SQ. FT. MATTESON CONSTRUCTION, L.L.C" SPOKANE VALLEY, WASHINGTON SHEET 3 OC 3 JOB NUMBER 2011-508 e �.G w it y .. o ���� �® �K 60 c' c °�%` m �t% U' � � ! A V �W �� W� - �o.Y� �' a�g� W w i o j � a'� � '. I�',