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2012, 06-05 Permit App: BLD-2012-0822 Remodel Community Development Department (Staff Use Only) Permit Center - _��� 11703 East Sprague Avenue, Suite B-3 PERMIT NUMBER: CtTy Of Jlll!�ane Spokane Valley,WA 99206 Tel: (509) 688-0036 PERMIT FEE: (Z 1 -1'1 c 40, Valle Fax: (509) 688-0037 permitcenter@spokanevalley.orq RESIDENTIAL CONSTRUCTION PERMIT APPLICATION 0 NEW CONSTRUCTION ®` ADDITION/REMODEL 0 ACCESSORY BUILDING DECK 0 OTHER ' / // �p SITE ADDRESS: 57/44 E. /6---M AVE, Z>6NVA 6 -a u1 . 7 9ZJ 1- ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: RE/uT (,J( c-5--- NAME: Z•Q.Ejo( GO (5 ADDRESS: /5 ILL E. jV ` Aye, (� /� /� CITY: c5 OI(ANE VA-u--Et STATE: 4_ ZIP: 7 /'� -fes• PHONE: 6-09— 125- SO 6 If FAX: CELL: CONTACT NAME: ZE/uT 6-0( —40.5 1 436- r PHONE: �7) 5GI O6 FAX: CELL:s69--(75-- V06� CONTRACTOR NAME: /�)fl C 0 ao67TR.0 e.-77 0,3 �V(C 3 4,1. 0..., MAILING ADDRESS: C.5-02-5.5-02-5- - i C V ,040OGJ O C) CITY: / ..hickr'74IC0t6 STATE: 601(21- ZIP: P: (n00-3 0-3 PHONE: SO 9 8 c� - 6' f ^FAX: CELL: 5D:— / (7671---6-987-.. CONTRACTOR LICENSE No.: MAaC©CW l tW EXPIRES: J 2-13 CITY BUSINESS LICENSE NO.:co 3 o'S6/o DESCRIBE THE SCOPE OF WORK IN DETAI AND INDICATE SE & •ROPOSED SE: 26440-PAL*-T-4416-?-410MElyerm New ZooM/ -,. .- '-z=, .- -- - - _• rUEW GGvei ,Area) 6o6p• CEfc.LA G 7, 7.J E6/tew wouooc,J /ice 0, g.e-pc.Aec 2. DICKS ****YOU MUST COMPLETE THE FOLLOWING**** MARK N/A IF NOT APPLICABLE Height to Peak: Dimensions: / No.of Stories: Total Habitable /�A /S Yz,i ®Z yd_ Space: Main Floor SQ FT: Upper Floor SQ FT: /�� Unfinished Basement SQ Finished Basement SQ All.. ICT FT: � FT: 6",..27 Garage SQ FT: Deck/Covered Patio SQ Impervious Surface 30%Slopes on i0A- FT: gi70 Area: A ^t Property: AK- No.of Bedrooms: ,OA Construction Type:(� 0 Heat Source: t tkJ%L Sewer or Septic: $ TOTAL COST OF PROJECT:P,EcK _$�10-6,' 5/4,T_ ,2 ?, 6 0 r-i $ S DISCLAIMER '"" The permitted verifies,acknowledges and agrees 5y 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. •--ferenced codes are available for review at the City of Spokane Valley Permit Center. 5) The City of Spokane Valley permit is not a perm"or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional informa be r-. 'red to be sibmitted and subsequently approved before this application can be processed.7ctive OPae1of2ctomer 2: 00 9 P:\Communi y 'evelopment\02 Administration\03 Forms-Official Versions\Permit Center\Residential Construction Permit App 10.28.07.doc Fire Blocking:Required vertically at ceilings and floor level and horizontally at 10 ft intervals in concealed spaces with glass fiber or mineral wool insulation,2"lumber or equivalent layered approved materials Smoke alarms shall be interconnected and hard wired in such a manner that the activation of one alarm will activate all alarms (bedrooms,areas approaching bedrooms,vaulted ceiling with rise of 24 inches&on each floor When alterations,repairs or additions requiring a permit occur,or when one or more sleeping rooms are added or created in existing dwellings.The dwelling unit shall be provided with smoke alarms located as required for new dwellings. Minimum depth for frost protection 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. WALL CONSTRUCTION SECTION R602 Exceptions: WOOD WALL FRAMING 1. Utility grade studs shall not be spaced more than R602.1 Identification. Load-bearing dimension lumber for 16 inches (406 mm) on center, shall not support studs,plates and headers shall be identified by a grade mark of more than a roof and ceiling,and shall not exceed 8 a lumber grading or inspection agency that has been approved feet (2438 mm) in height for exterior walls and by an accreditation body that complies with DOC PS 20.In lieu load-bearing walls or 10 feet(3048 mm)for inte- of a grade mark,a certification of inspection issued by a lumber nor nonload-bearing walls. grading or inspection agency meeting the requirements of this 2. Studs more than 10 feet (3048 mm) in height section shall be accepted. which are in accordance with Table R602.3.1. R602.1.1 End jointed lumber.Approved end jointed lum- R602.3.2 Top plate.Wood stud walls shall be capped with a ber identified by a grade mark conforming to Section double top plate installed to provide overlapping at corners R602.1 may be used interchangeably with solid-sawn mem- and intersections with bearing partitions.End joints in top bers of the same species and grade. plates shall be offset at least 24 inches(610 mm).Joints in R602.1.2 Structural glued laminated timbers. Glued plates need not occur over studs.Plates shall be not less than laminated timbers shall be manufactured and identified as 2-inches (51 mm) nominal thickness and have a width at required in ANSUATTC A190.1 and ASTM D 3737. least equal to the width of the studs. R602.1.3 Structural log members.Stress grading of struc- Exception: A single top plate may be installed in stud walls,log members of nonrectangular shape, as typically walls,provided the plate is adequately tied at joints,cor- turalused in log buildings,shall be in accordance with ASTM D ners and intersecting walls by a minimum 3-inch-by- 3957.Such structural log members shall be identified by the 6-inch by a galvanized s 0.036-inch-thick plate(76 that by nailed15mm by grade mark of an approved lumber grading or inspection 0.914 mm)galvanized steel is to each wall or segment of wall by six 8d nails on each side,pro- agency.In lieu of a grade mark on the material,a certificate of inspection as to species and grade, issued by a lum- vided the rafters or joists are centered over the studs with ber-grading or inspection agency meeting the requirements a tolerance of no more than 1 inch(25 mm).The top plate of this section,shall be permitted to be accepted. may be omitted over lintels that are adequately tied to adjacent wall sections with steel plates or equivalent as R602.2 Grade.Studs shall be a minimum No. 3,standard or previously described. stud grade lumber. R602.3.3 Bearing studs.Where joists,trusses or rafters are Exception: Bearing studs not supporting floors and spaced more than 16 inches (406 mm) on center and the nonbearing studs may be utility grade lumber,provided the bearing studs below are spaced 24 inches(610 mm)on cen- studs are spaced in accordance with Table R602.3(5). ter, such members shall bear within 5 inches (127 mm)of the studs beneath. R602.3 Design and construction. Exterior walls of Exceptions: wood-frame construction shall be designed and constructed in accordance with the provisions of this chapter and Figures 1. The top plates are two 2-inch by 6-inch(38 mm by R602.3(1) and R602.3.(2) or in accordance with AF&PA's 140 mm)or two 3-inch by 4-inch(64 mm by 89 mm) NDS.Components of exterior walls shall be fastened in accor- members. dance with Tables R602.3(1) through R602.3(4). Structural 2. A third top plate is installed. wall sheathing shall be fastened directly to structural framing members.Exterior wall coverings shall be capable of resisting 3. Solid blocking equal in size to the studs is installed the wind pressures listed in Table R301.2(2)adjusted for height to reinforce the double top plate. and exposure using Table R301.2(3). Wood structural panel R602.3.4 Bottom(sole)plate.Studs shall have full bearing sheathing used for exterior walls shall confo the equire- on a norrunal 2-by(51 mm)or larger plate or sill having a ments of Table R602.3(3).1 '' ' ''`' i ir(c.. _ ; , width at least equal to the width of the studs. Studs shall be continuous from support ai the sole plate to a R602.4 Interior load-bearing walls. Interior load-bearing support at the top plate to resist loads perpendicular to the wall. walls shall be constructed,framed and fireblocked as specified The support shall be a foundation or floor,ceiling or roof dia- for exterior walls. phragm or shall be designed in accordance with accepted engi- R602.5 Interior nonbearing walls.Interior nonbearing walls neering practice. , cF . shall be permitted to be constructed with 2-inch-by-3-inch(51 Exception: Jack studs, trimmer studs and cripple studs at mm by 76 mm)studs spaced 24 inches(610 mm)on center or, openings in walls that comply with Tables R502.5(1) and when not part of a braced wall line,2-inch-by-4-inch(51 mm R502.5(2). by 102 mm)flat studs spaced at 16 inches(406 mm)on center. Interior nonbearing walls shall be capped with at least a single R602.3.1 Stud size,height and spacing.The size,height and top plate. Interior nonbearing walls shall be fireblocked in spacing of studs shall be in accordance with Table R602.3.(5). accordance with Section R602.8. 146 2009 INTERNATIONAL RESIDENTIAL CODE® poliane .0,000VaIle EMERGENCY ESCAPE AND RESCUE EGRESS WINDOW *Minimum 20"wide clear opening *Minimum 24"high clear opening *Minimum 5.7 sq ft openable area **5.0 sq ft minimum @ grade floor *Top of sill maximum of 44" above finished floor 34"CLEAR #+ l.-20"MCINLEAR i • OPENABLE AREA , 5.7SQFTMIN 41"CLEAR '. /'� (5.0 SQ FT MIN •• @ GRADE • FLOOR) OPENABLE AREA 24°CLEAR 5.7SQFTMIN MIN •• (5.0 SQ FT MIN • GRADE FLOOR) • MINIMUM SIZE MINIMUM SIZE WINDOW WINDOW FOR 20 IN. FOR 24 IN.CLEAR HEIGHT CLEAR WIDTH SILL HEIGHT 44"MAX • FLOOR Grade floor opening is a window or other openings located such that the sill height of the opening is not more than 44" above or below the finished ground level adjacent to the opening. WINDOW WELL LADDER EGRESS *Minimum 36"x 36" *At least 12" in width *Minimum 9 sq ft clear floor area *Rungs not more than 18" on center *Top of wall a maximum of 44" above *Minimum 3" toe space the floor of the well *Permanently fixed *A guardrail is not required unless an *Non-combustible exit way adjoins the well. *Shall extend to top of wall *Provide drainage DEEP WELLS *If the top of the window well wall is more than 44" above the floor of the well, either a permanently fixed ladder or stair egress is required. *The ladder or stair may encroach a maximum of 6"into the required clear floor space. NET CLEAR DIMENSIONS WHEN LADDER OR STAIR PERMITTED TOFULLY OPENED TO PROVIDE INCHESENCRINTOH MAXIMUM OF 6 9 SQUARE FEET OF OPENING 6NTO REQUIRED DIMENSIONS WINDOW WELL LADDER OR STAIR ////�\\\////‘ 1 0_.0w REQUIRED \\\ '///\ �. `\\\ I 36'IMIN 44. „„ \\ \-EMERGENCY ESCAPE 'ills /// OR RESCUE OPENING \\\V//\\\'//mmi// \\\////\\\"///,\\\//// WITH FINISHED SILL '/// HEIGHT BELOW \\\�/// 7// ADJACENT ADJACENT GRADE \\\ 36"MIN '///' '\\\ '///' \\\\\\'///\\\"/// \\\ *Where bars, grills, covers, screens or similar devices are installed over emergency escape and rescue openings, they must be openable from the inside without the need of special knowledge or special tools, and the force to open them may not be greater than that required of the opening itself. BUILDING PLANNING R305.1.1 Basements. Portions of basements that do not SECTION R307 contain habitable space,hallways,bathrooms,toilet rooms TOILET, BATH AND SHOWER SPACES and laundry rooms shall have a ceiling height of not less R307.1 Space required. Fixtures shall be spaced in accor- than 6 feet 8 inches(2032 mm). dance with Figure R307.1,and in accordance with the require- Exception:Beams,girders,ducts or other obstructions ments of Section P2705.1. may project to within 6 feet 4 inches (1931 mm)of the R307.2 Bathtub and shower spaces. Bathtub and shower finished floor. floors and walls above bathtubs with installed shower heads and in shower compartments shall be finished with a nonabsorbent surface. Such wall surfaces shall extend to a height of not less than 6 feet(1829 mm)above the floor. SECTION R306 SANITATION SECTION R308 GLAZING R306.1 Toilet facilities.Every dwelling unit shall be provided with a water closet,lavatory,and a bathtub or shower. R308.1 Identification.Except as indicated in Section R308.1.1 each pane of glazing installed in hazardous locations as defined R306.2 Kitchen.Each dwelling unit shall be provided with a in Section R308.4 shall be provided with a manufacturer's desig- kitchen area and every kitchen area shall be provided with a nation specifying who applied the designation,designating the sink. type of glass and the safety glazing standard with which it com- plies,which is visible in the final installation. The designation R306.3 Sewage disposal.All plumbing fixtures shall be con- shall be acid etched, sandblasted, ceramic-fired, laser etched, nected to a sanitary sewer or to an approved private sewage dis- embossed,or be of a type which once applied cannot be removed posal system. without being destroyed.A label shall be permitted in lieu of the manufacturer's designation. R306.4 Water supply to fixtures.All plumbing fixtures shall • Exceptions• be connected to an approved water supply.Kitchen sinks,lava- tories, bathtubs, showers, bidets, laundry tubs and washing 1. For other than tempered glass,manufacturer's desig- machine outlets shall be provided with hot and cold water. nations are not required provided the building official WALL S 15"IN # / jr WALL I MEICD 0 301N. WALL / "I b, 301N. 0 MIN. 21'IN 4 .Ti CLEARANCE 21"IN 24 IN.CLEARANCE IN CLEARANCE FRONT OF OPENING SHOWER WATER CLOSET OR BIDET WALL 15 IN.---14--1 WALL 151 N. 14 I --i— �= -�� 11 11 5 21 IN. 21IN.� CLEARANCE CLEARANCE WALL 1111 WATER CLOSETS WALL For SI: 1 inch=25.4 mm. FIGURE R307.1 MINIMUM FIXTURE CLEARANCES 2009 INTERNATIONAL RESIDENTIAL CODE® 55 BUILDING PLANNING • SECTION 8312 Exception:An automatic residential fire sprinkler system GUARDS shall not be required for additions or alterations to existing buildings that are not already provided with an automatic R312.1 Where required. Guards shall be located along open-sided walking surfaces,including stairs,ramps and land residential sprinkler system. ings,that are located more than 30 inches(762 mm)measured R313.2.1 Design and installation. Automatic residential vertically to the floor or grade below at any point within 36 fire sprinkler systems shall be designed and installed in inches (914 mm) horizontally to the edge of the open side. accordance with Section P2904 or NFPA 13D. Insect screening shall not be considered as a guard. R312.2 Height.Required guards at open-sided walking sur SECTION R314 faces,including stairs,porches,balconies or landings,shall be SMOKE ALARMS not less than 36 inches (914 mm) high measured vertically above the adjacent walking surface,adjacent fixed seating or R314.1 Smoke detection and notification.All smoke alarms the line connecting the leading edges of the treads. shall be listed in accordance with UL 217 and installed in Exceptions: accordance with the provisions of this code and the household fire warning equipment provisions of NFPA 72. 1. Guards on the open sides of stairs shall have a height R314.2 Smoke detection systems.Household fire alarm sys- not less than 34 inches(864 mm)measured vertically tems installed in accordance with NFPA 72 that include smoke from a line connecting the leading edges of the treads. alarms,or a combination of smoke detector and audible notifi- 2. Where the top of the guard also serves as a handrail on cation device installed as required by this section for smoke the open sides of stairs,the top of the guard shall not alarms, shall be permitted. The household fire alarm system be not less than 34 inches(864 mm)and not more than shall provide the same level of smoke detection and alarm as 38 inches(965 mm)measured vertically from a line required by this section for smoke alarms.Where a household connecting the leading edges of the treads. fire warning system is installed using a combination of smoke R312.3 Opening limitations.Required guards shall not have detector and audible notification device(s),it shall become a openings from the walking surface to the required guard height permanent fixture of the occupancy and owned by the home which allow passage of a sphere 4 inches(102 mm)in diameter. owner.The system shall be monitored by an approved super- vising station and be maintained in accordance with NFPA 72. Exceptions: Exception:Where smoke alarms are provided meeting the 1. The triangular openings at the open side of a stair, requirements of Section R314.4. formed by the riser,tread and bottom rail of a guard, R314.3 Location.Smoke alarms shall be installed in the fol- shall not allow passage of a sphere 6 inches(153 mm) lowing locations: in diameter. 2. Guards on the open sides of stairs shall not have open- 1. In each sleeping room. ings which allow passage of a sphere 43/$inches(111 2. Outside each separate sleeping area in the immediate mm)in diameter. vicinity of the bedrooms. 3. On each additional story of the dwelling,including base R312.4 Exterior woodplastic composite guards.Woodplas tic composite guards shall comply with the provisions of Sec- tion R317.4. and uninhabitable attics.In dwellings or dwelling units with split levels and without an intervening door between the adjacent levels,a smoke alarm installed on SECTION 8313 the upper level shall suffice for the adjacent lower level AUTOMATIC FIRE SPRINKLER SYSTEMS provided that the lower level is less than one full story below the upper level. R313.1 Townhouse automatic fire sprinkler systems. An When more than one smoke alarm is required to be installed automatic residential fire sprinkler system shall be installed in within an individual dwelling unit the alarm devices shall be townhouses. interconnected in such a manner that the actuation of one alarm Exception: An automatic residential fire sprinkler system will activate all of the alarms in the individual unit. shall not be required when additions or alterations are made R314.3.1 Alterations,repairs and additions.When alter- to existing townhouses that do not have an automatic resi- ations, repairs or additions requiring a permit occur, or dential fire sprinkler system installed. when one or more sleeping rooms are added or created in R313.1.1 Design and installation. Automatic residential existing dwellings, the individual dwelling unit shall be fire sprinkler systems for townhouses shall be designed and equipped with smoke alarms located as required for new installed in accordance with Section P2904. dwellings. R313.2 One-and two-family dwellings automatic fire sys- Exceptions: tems.Effective January 1,2011, an automatic residential fire 1. Work involving the exterior surfaces of dwellings, sprinkler system shall be installed in one- and two- family such as the replacement of roofing or siding,or the dwellings. addition or replacement of windows or doors, or 62 2009 INTERNATIONAL RESIDENTIAL CODE® BUILDING PLANNING 3 the addition of a porch or deck, are exempt from R316.3 Surface burning characteristics. Unless otherwise the requirements of this section. allowed in Section R316.5 or R316.6,all foam plastic or foam plastic cores used as a component in manufactured assemblies 2. Installation, alteration or repairs of plumbing or used in building construction shall have a flame spread index of mechanical systems are exempt from the require- ments of this section. not more than 75 and shall have a smoke developed index of not more than 450 when tested in the maximum thickness R314.4 Power source. Smoke alarms shall receive their pri- intended for use in accordance with ASTM E 84 or UL 723. mary power from the building wiring when such wiring is Loose-fill type foam plastic insulation shall be tested as board served from a commercial source,and when primary power is stock for the flame spread index and smoke-developed index. interrupted,shall receive power from a battery.Wiring shall be permanent and without a disconnecting switch other than those Exception:Foam plastic insulation more than 4 inches(102 required for overcurrent protection. Smoke alarms shall be mm)thick shall have a maximum flame spread index of 75 interconnected. and a smoke-developed index of 450 where tested at a mini- Exceptions: mum thickness of 4 inches(102 mm),provided the end use is approved in accordance with Section R316.6 using the 1. Smoke alarms shall be permitted to be battery oper- thickness and density intended for use. ated when installed in buildings without commercial power. R316.4 Thermal barrier.Unless otherwise allowed in Section 2. Interconnection and hard-wiring of smoke alarms in 8316.5 or Section 8316.6,foam plastic shall be separated from existing areas shall not be required where the alter- the interior of a building by an approved thermal barrier of mM- i sting or repairs do not result in the removal of inte- imum 1/2 inch(12.7 mm)gypsum wallboard or an approved fin - as wall or ceiling finishes exposing the structure, ish material equivalent to a thermal barrier material that will unless there is an attic,crawl space or basement avail- limit the average temperature rise of the unexposed surface to no more than 250°F(139°C)after 15 minutes of fire exposure able which could provide access for hard wiring and complying with the ASTM E 119 or UL 263 standard time tem interconnection without the removal of interior fin fishes. perature curve.The thermal barrier shall be installed in such a manner that it will remain in place for 15 minutes based on NFPA 286 with the acceptance criteria of Section R302.9.4, j SECTION 8315 FM 4880,UL 1040 or UL 1715. CARBON MONOXIDE ALARMS R316.5 Specific requirements. The following requirements shall apply to these uses of foam plastic unless specifically R315.1 Carbon monoxide alarms.For new construction,an approved carbon monoxide alarm shall be installed outside of approved in accordance with Section R316.6 or by other sec- each separate sleeping area in the immediate vicinity of the tions of the code or the requirements of Sections 8316.2 bedrooms in dwelling units within which fuel-fired appliances through 8316.4 have been met. are installed and in dwelling units that have attached garages. R316.5.1 Masonry or concrete construction.The thermal R315.2 Where required in existing dwellings.Where work barrier specified in Section R316.4 is not required in a requiring a permit occurs in existing dwellings that have masonry or concrete wall,floor or roof when the foam plas- attached garages or in existing dwellings within which tic insulation is separated from the interior of the building fuel-fired appliances exist, carbon monoxide alarms shall be by a minimum 1-inch(25 mm)thickness of masonry or con- provided in accordance with Section R315.1. crete. R315.3 Alarm requirements.Single station carbon monoxide R316.5.2 Roofing.The thermal barrier specified in Section alarms shall be listed as complying with UL 2034 and shall be R316.4 is not required when the foam plastic in a roof installed in accordance with this code and the manufacturer's assembly or under a roof covering is installed in accordance installation instructions. with the code and the manufacturer's installation instruc- tions and is separated from the interior of the building by tongue-and-groove wood planks or wood structural panel SECTION R316 sheathing in accordance with Section R803, not less than FOAM PLASTIC 15/32 inch (11.9 mm) thick bonded with exterior glue and R316.1 General.The provisions of this section shall govern identified as Exposure 1,with edges supported by blocking the materials,design,application,construction and installation or tongue-and-groove joints or an equivalent material.The of foam plastic materials. smoke developed index for roof applications shall not be limited. R316.2 Labeling and identification.Packages and contain- ers of foam plastic insulation and foam plastic insulation R316.5.3 Attics. The thermal barrier specified in Section components delivered to the job site shall bear the label of an R316.4 is not required where all of the following apply: approved agency showing the manufacturer's name,the prod- uct listing, product identification and information sufficient 1. Attic access is required by Section 8807.1. to determine that the end use will comply with the require- 2. The space is entered only for purposes of repairs or ments. maintenance. 2009 INTERNATIONAL RESIDENTIAL CODE® 63 • SANIFLO External Units - Macerators Saniaccess3 ° The Saniaccess3 is a system that is used to install a - p a complete bathroom up to 15 feet below the sewer line, or even up to 150 feet away from a soil stack. It can handle the effluent from a toilet, sink, bathtub and shower. The Saniaccess3 is simplicity itself to install; there are just four connections. • The macerator/pump is connected to the spigot of a horizontal rear discharge toilet. t I� • The toiletank is connected to the water supply. � PP Y• tfx • The macerator/pump is connected to the small diameter ((,(( • • ? discharge pipe work. • The macerator/pump is connected to the electrical supply Ii The inside of the unit comprises of a pressure chamber, Part#082 411 'i," which starts and stops the unit, and the motor, which drives the stainless steel macerator blades and the pump. When the flush is activated, the water flowing into the Saniaccess3 activates a micro switch in the pressure chamber, which in turn starts the motor. The motor is sealed for life in an oil filled enclosure. A common spindle/shaft drives the impeller and the macerator blades. The moving parts therefore are kept to an absolute minimum. Water and organic waste matter enter the chamber and are reduced to slurry as the macerator blades rotate at 3600 RPM. The centrifugal force causes the reduced solids to be ejected through a grill into the container where it is picked up by the impeller pump mounted beneath the motor. The unit pumps the effluent upward to 15 feet and/or 150 feet horizontally (with gravity fall). Once the water level in the container goes down, the micro switch deactivates the unit until the flush is activated again. A normal operating cycle for Saniaccess3 takes about 10 - 15 seconds depending upon the discharge pipe run configuration; power consumption is therefore minimal. In addition to the toilet waste, the Saniaccess3 will also discharge gray water from a variety of other sanitary fixtures such as: a sink, a bathtub, a shower and a urinal. When adding a bathtub or shower, a base will have to be constructed. This base should be made out of a 2"x 6" (minimum) or 2"x 8" (recommended)on edge, to allow for the installation of a P-trap and the required 1/4" per foot gravity flow towards the pump unit. The wastewater from other sanitary fixtures is discharged into the Saniaccess3 via two 2-inch inlets on either side of the housing. Either one or both inlets can be used as required. The discharge elbow on top of the unit can be turned either to the left, to the right, or towards the back, depending on the discharge installation. A non-return valve,which comes already assembled on the discharge elbow, prevents back flow into the unit. This unit has been designed with a vent connection on the top of the unit. All plumbing codes require connection to a vent system. Please note that the vent system should be a two-way air vent. The use of mechanical vents, air admittance valves or similar devices are not permitted as these are considered one-way air vent systems. It is also highly recommended for the macerator/pump to be connected to a Ground Fault Interrupter (GFI) circuit. Periodic maintenance can be accomplished easily without having to disconnect the unit from either the toilet or the rest of the plumbing system. Through one service panel, a service contractor can access the electrical components as well as the level sensor mechanism of the pump. The second service panel provides ready access to the basket area around the macerating blades for easy removal of any large objects that may have been accidentally flushed. The Saniaccess3 unit must be connected to our rear discharge toilet. This system uses much less water than a regular toilet. Note: This toilet only works in combination with Saniflo systems. The Saniaccess3 has been certified to American and Canadian Standards. Macerating standard; US: CSA Certified 86 IAPMO (UPC) listed-ASME A112.3.4, CA: Macerating Standard CSA B45.9. All items may be purchased separately. However,the Saniaccess3 works as a system and therefore a toilet bowl (003 or 007),toilet tank(005)and the macerating unit(082)need to be purchased. An optional extension pipe (030)is available for the pump to be installed behind the wall. c��us Install a toilet or bathroom anywhere you like 1\16 c- Yxel Sti erl -t- Re_ c * 6.7mpon.c &fS -� 4)e- (56 f3NS -ZOOZ w SANIFLO Specifications: Dimensions: Including Pump Only H 10-3/4" x W 18-3/4" x D 6-3/4" H 27cm x W 47.5cm x D 17cm Motor: Induction Motor (no carbon brushes or gears), tested over 50,000 cycles. 3600 rpm. Electrical supply: 110-115V; 60Hz; Max Amperage: 4.5 amps; 0.5 HP Discharge: Pumps vertically to 15 ft (4.6 m) Horizontally to 150 ft (50m) Gravity Fall on 1/4" per Ft Horizontal installations: Discharge Pipe Diameter: 3/4" Construction Materials: Polypropylene, C.R.P., stainless steel, Neoprene Max. temp. 104°F (40°C) Normal Running Time: 10-15 seconds subject to installation pipe run Water per Flush: 1.6 US gal (6 liters) or 1.28 US gal (4.8 liters) Discharge Rate: Discharge Rate at 15 Ft- 17 gal/min (661/m) Discharge Rate at 3 Ft - 27 gal/min (103 1/m) Designed to function with: Toilet, Sink, Shower, Bathtub. - 8-7/8" ----- 3/4" 1-3/4" 6-3/4" --i— 1-5/8" 13-1/8" [ -4-a 0i i 10-3/4" r` �� 1-5/8" 7-1/4" L �� l1 .._ .... 1-1/4" ......,. .._ 18-3/4 ... Install a toilet or bathroom anywhere you like k t Mr a I .. Q`)' SANIFLUSH ROUND TOILET BOWL Close-Couple Toilet- 1.28 GPF (4.8 Liter Flush) SANIFLUSH 003 & 005 • 003 Round Bowl Notes o Vitreous China • Available in white only o Integral P-trap and a spigot rear outlet • Toilet Seat Recommended-Church model o Seating Height: 16-3/4" 300SLOW or equal. (not supplied) o Large 3" trapway • Replacement Fill Valve Recommended- o Wash down style toilet Fluidmaster 400A or equal. (not supplied) o Low flush toilet; it uses 1.28 gallons (4.8L) per flush o Toilet supplied with a set of lag screws, plastic anchors and china protectors = .444 o Water spot measures 6 x 5 inches pi • o 1 Year Warranty ♦ 005 Tank � .. o Vitreous China o Insulated tank to prevent condensation o The zero re-fill fill valve is easily adjustable ;�'�" o The flush valve has a silicone flapper seal ,11 .411-51."`- o Water level mark applied to the overflow " tube o Toilet tank supplied with bowl screws, washers and wing nuts. Round Bowl with Tank(003&005) o 1 Year Warranty o Warranty for fill and flush valve as per manufacturer. Care &Cleaning • When cleaning toilet, wash it with mild Nominal Dimensions: soapy water or liquid cleaners that are not chlorine or bleach based. Avoid using 32"x 17-3/4"x 26-1/2" detergents. (813mm x 451mm x 673mm) • We do not recommend the use of in-tank Fixture Dimensions and Hydraulic cleansers. Products containing chlorine can cause damage to the fittings inside the Performance-Meets or Exceeds the tank and cause them to fail prematurely. Following Specifications • ANSI/ASME Al 12.19.2M and CAN/CSA B45 Requirements • IAPMO/UPC Certificate of Listing Ce SPA USI --031.2 ., . ' • .,., SANIFLUSH ROUND TOILET BOWL Close-Couple Toilet— 1.28 GPF (4.8 Liter Flush) SANIFLUSH 003 & 005 Drawings and Dimensions .... .... r7 H_F ----s) ,s 1 -L--, il i 1 \\ L A r1 A _ \ / \ / , i \ , i I )/ \ 1 I Y ( \ i .... .... 1 i i i / \ 7 \ I / \ / \• - / / \ I ''. '- / ' .-. --- ( \ \ \\7 I i //1 i \ \\ \ --_--- / "--- _.-- -. ,„_ • Bary of POKane es,, OValley® 11703 E Sprague Ave Suite B-3♦ Sok Spokane Valley WA 99206 *509.720.5240 ♦ Fax: 509.688.0037• Twelve Things You Must Know!! 1. WAC Amendment Table R302.1 Fire 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 lumbers—Buildings shall have approved address numbers consisting of a minimum 4 inches high and a minimum stroke width of1/2 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 a 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 R4041.2(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 m 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 1/2 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. R612.2 Window Sills®Window fall prevention protection similar to guardrails (4 inch dieter sphere) is required for operable portions of windows less than 24 inches above the finished flomP,14,crireatethan 72 inches above the adjacent exterior grade or surface below. 10. R702.4.2 Tile Backer Board—Section requires cement,fiber-cement,orglass mat boa ` , ��'p�u bickersfor tile installation in tub and shower areas and wall panels in shower areas. i"siAi.) "`'f °` wct 11. R703.2 and Table R703.4—Water Resistive Barrier Felt,or other appro'v arner(house wrap) is required over all exterior wall studs or sheathing, and there is no longer an exception for not re. ui ing.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. • .i►"��iley� REVIEWED FOR CODE CSCE SPOKANE VALLEY BUILDING DMS,ON THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS CITY COPY ` ' , r • Beam Cut List The Scale is 1/8" : 1' Ivit'i) f 3'i5' r+9 or. Is"..e' l'`G.6_.4voy` o 64► h zqf e it)...) .1 re-de I rA i n `ry q po "f• _..e—_... e/ 0f Mr"r C42.Ye f3es,m5 0,4 y' e&nt-, t p /R r- too MI 604neGt►'ohs -1`d 1,c-ie.- 1 f +_.S -10 ie e 1 (7 r Zr�® � Re_ ---_- q -- ®� ii __ �� ---CO �� Mgr `� dam`®J 4- j �`:'.1:_,. .,,_1. - ,___c) - / T\ 00 01 © A \ --FIN ! / `- i3L x8'5 THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Mark Length Description A 4' 1" 4x8 No. 2 P.T. Hem-Fir B 5' 9 1/4" 4x8 No. 2 P.T. Hem-Fir C 14' 11" . 4x8 No. 2 P.T. Hem-Fir /3 +,,-,-),>.. •c R mar" D., 1 • • - Joist Cut List The Scale is 1/8" : 1' fl -- ,D,- 1 ; 1- 71 j 1I ii it 1 II 1 � II ;; F A II � ii II it ll B CCCCCCCH 11 ii I li i� III 111 �I I ii ,err' I� E Ifs ;I G i; ,I Mark Length Description Usage A 16' 2 1/8" 2x8 No. 2 P.T. Hem-Fir Joist B 18' 2 1/8" 2x8 No. 2 P.T. Hem-Fir Joist C 18' 3" 2x8 No. 2 P.T. Hem-Fir Joist D 18' 9" 2x8 No. 2 P.T. Hem-Fir Ledger E 5' 9 1/4" 2x8 No. 2 P.T. Hem-Fir Rim joist F 14' 2 7/8" 2x8 No. 2 P.T. Hem-Fir Rim joist G 14' 8 7/8" 2x8 No. 2 P.T. Hem-Fir Rim joist H 18' 4 1/2" 2x8 No. 2 P.T. Hem-Fir Rim joist Joists to be hung from the ledge with joist hangers. Joists to be toe-nailed to beams with 2-1/2" (8d) galvanized nails. Rim joists to be face-nailed to joists & ledgers with 3-1/2" (16d) galvanized nails. Blocking and bridging is not shown, but may be required by your local code. or 15", +� Beam Cut List ibse'n 13%.5/• The Scale is 1/4" : 1' € 7r0,c_. va,c eel,A all " below 5re-de mon Lixg I m. ;, , (z) 2.xe, B€rit wli PLMit 611-4.^-4, 1I '� i 0v et Z y ea To a's is I 9,16„ P-1 k Go net cc-4 'o vk S i ,i----"'"' - iilli ke„.,1 e po s �t ve, 60 • Z.y-. .._ '�0 -,. I i 4-3 Per � u''* I 0� '''' 0 0 ' 5 T6-P-5 i31 , ,�� >cg3 15 —re-w__ L=am m 5 THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS Mark Length Description A 4' 3/4" 4x8 No. 2 P.T. Hem-Fir B 6' 7" 4x8 No. 2 P.T. Hem-Fir C 9' 5 1/2" 4x8 No. 2 P.T. Hem-Fir r___ rc0 p-,_-k- bei ' Joist Cut List The Scale is 1/4" : 1' /0 f - --1 it 1 D A 1 ------r- , , I' :\, ,,. F_____ _ _ _ __ __, __ ___ _ : ,. \- J E F; J 1 —_ -if' 1'` t , % Tc4 Mark Length Description Usage A 9' 9" 2x8 No. 2 P.T. Hem-Fir Joist B 13' 2 5/8" 2x8 No. 2 P.T. Hem-Fir Joist C 14' 1" 2x8 No. 2 P.T. Hem-Fir Joist D 3' 8 1/2" 2x8 No. 2 P.T. Hem-Fir Ledger E 5' 4 1/2" 2x8 No. 2 P.T. Hem-Fir Ledger F 4' 3/4" 2x8 No. 2 P.T. Hem-Fir Rim joist G 4' 5 1/2" 2x8 No. 2 P.T. Hem-Fir Rim joist H 6' 4 7/8" 2x8 No. 2 P.T. Hem-Fir m joist I 9' 10 1/2" 2x8 No. 2 P.T. Hem-Fir list J 11' 3 3/8" 2x8 No. 2 P.T. Hem-Fir ; i Rt 'n jet Joists to be hung from the ledge with joist hangers. Joists to be toe-nailed to beams with 2-1/2" (8d) galvanized nails. '".. Rim joists to be face-nailed to joists & ledgers with 3-1/2" (16d) galvaTllzecriCails. Blocking and bridging is not shown, but may be required by your local code. _ kvOiritne REVIEWED ky OR CODE COMPUANCE SPOKANE VALLEY BUILDING DIVISION TO FIELD IN BUILDING SUBJECT CORRECTIONS CITY COPY RRE:CTIONs ;Brent Wise ' (lour mowit 'etre ®e_t-��r r t,'rre30 5714 E. 15th Ave. • 5wwKe_ Pe_f� ,`s -fo .be �A_A-grconner /' Spokane Valley, WA 99212 ix)/ 6 a.-Re►-� _7.u� ,y ,'4'OX� �z 3� `� ✓_.....�.uNaa...ed.µ.„»w.»F ".ted "'.'°�✓ ... ..a°, ... ♦.m�/'iF �'.7� ... - t. Q� of iyI aoN� 1..ar't(Aywagy,,,,, tvF?Cc Na-)�vauk ( T) Pit iX'� a��a� � AT ,, OQ.Gk : IS eid rea/II . THIS- UILDING SUBJECT Pi�J� ` TO FI L-Q EOTtO1 t CORR . ECTIONS ,, z. . AN . _, ' Q ` q'Ail � oall j; . SOSO, IF.; CC-7 -('OG1. �f lc. (,-4s Fvcrae� 40 K//fie\\ I `1 ` Sail ®OeN '�U (OD1!'‘ �� /- 3 ^i , ,Sa e (�r6' . I S �Frsm,.,,„,,._ fl •4, Flees I v2�vAGc` . � •r s }.�, � ,SIR -� ( �STEi� CoNO, I 7h ee„ rr+lt1 -Ili p:cc.l a _Per( . . 13 O t'-- ''''' , :1 o . Ln , ti. I` . ' 5 -7 111 1 S --a---- ) a cs ' ..... ,.. ..... PLANNING DEPT. APPROVED i t, BY: .X-- f' if,< Ar 1 , DATE: • i V . / ...._..". . .. ---- ., =-72'. I , -e- L.--------..1; 11 ---- , 1 . . L4----------2?/----4›, 30 I ------ [----7H i H, 1 1 i H 1 1 ) N'- . ' . . , .; . . , . ; - ,, • rf-- , . . : . • , . , • , 0 , ! . . i -9.NV - 9 ht L5 -21 -