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2008, 03-06 Permit App: 08000693 AdditionProject Number: 08000693 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/6/2008 Page 1 of 2 Project Information: Permit Use: RES ADD Setbacks: Front Left: Right: Rear: Site Information: Plat Key: Name: Range Contact: GISOLO, MARTIN R Address: 1423 N LILY RD C - S - Z: SPOKANE VALLEY, WA 99206 Phone: (509) 328-4431 Group Name: Project Name: District: Nort Parcel Number: 35131.0305 SiteAddress: 1423 N LILY RD Location:: CSV Zoning: UR -3.5 Water District: Area: 12,344 Sq Ft Block: Urban Residential 3.5 Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Lot: Owner: Name: GISOLO, MARTIN R Address: 1423 N LILY RD SPOKANE VALLEY, WA 99206 Hold: Depth: 0 Right Of Way (ft): 0 Review Building Plan Review Released By: Originally Released: Landuse/Zoning/HE Conditions Permits: 3/5/2008 By: tmelbourn Released By: Originally Released: 3/4/2008 By: cjjanssen Operator: JD Printed By: JD Print Date: 3/6/2008 Project Number: 08000693 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 3/6/2008 Page 2 of 2 Contractor: OWNER Building Permit Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Type Notes Si Ft Valuation Sq Ft Valuation BASEMENT U R-3 VB 528 $7,920.00 528 $7,920.00 RES ADD R-3 VB RES ADD 528 $50,154.72 528 $50,154.72 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT Notes: Payment Summary: Permit Type Building Permit Totals: 1,056 $58,074.72 1,056 $58,074.72 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Fee Amount $706.75 $4.50 $282.70 $993.95 Fee Amount Invoice Amount Amount Paid Amount Owing $993.95 $993.95 $0.00 $993.95 $993.95 $993.95 $0.00 $993.95 Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: JD Printed By: JD Print Date: 3/6/2008 Permit Center *lane 11703 E Sprague Ave, Suite B-3 Spokane Valley, WA 99206 �,����• (509)688-0036 FAX: (509)688-0037 www.spokanevallev.org Community Development Residential Construction Permit Application PER.MTT NUMBER: ( j PERMIT FEE: ,1 ❑ New Construction ❑ Accessory Bldg �i'A1dition/Remodel ❑ Deck ❑ Other: SITE ADDRESS: /diz-3 Lt loevoipE- (04 -- ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Bailldng Owuer. Name:ifierbd 514010 Address/ On Ng It Citr5perock0 WIIi+ Stater, _ -- Zip792j Phone• i Z3 Z 7Fax: 3,..2 ,O7 ContsctPerson Name: ,Lail -2T �� .7 J5d to EV Phone: 3 2 2--'ti-V Describe the scope of work in detail: Coni actor - ( HEIGHT T /PEAK: / _, Name: TOTAL HABITABLE SPACE: / MAIN FL ORT 03SQ., j 5-2 470-3 Address: UNFIN BASEMENT SQ. FTG: �Z$- 5 IMPERVIOUS SURFACE AREA Z Lie S / Q City: State: Zip: Phone: Fax: CONS5 77e N Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ 1? wy 400 /1-7J c)/61lJ • Proposed Use: /7PS tZ• ext /a' L • --x------- 1 ne ionowing ivtua.t ne complete: kwrite Mit 11 nut uppucable) HEIGHT T /PEAK: / DIT NS: ? # OF STORIEyS: / TOTAL HABITABLE SPACE: / MAIN FL ORT 03SQ., j 5-2 470-3 2"' FLOORS . FTG: UNFIN BASEMENT SQ. FTG: �Z$- 5 IMPERVIOUS SURFACE AREA Z Lie S / Q FINISHED BASEME SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. G: 30% SLOPES ON # OF BEDR90MS: CONS5 77e N HEAT S� SEWER O' SEPTIC? The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. • - lans or additional information may be required to be submitted, and subsequently approved before this application can be p SIGNATURE: Method of Payment: 0 Cash Bankcard #: Authorized Signature: REVISED 211510% ❑ Mastercard Expires: DATE: ❑ VISA VIN#: 2/Z-77 Gr -n% of SC'' mg. p ER rp; spokan�� Val Iey Site Address: 1423 N LILY RD Parcel Number: 35131.0305 Zoning: UR -3.5 Fire District: Project Transmittal City of Spokane Valley Community Development Department 11703 E. Sprague Ave, Suite B3 Spokane Valley, WA 99206 Phone: 509.688.0036 New project 0 / Previous pre -app meeting Plan revisions ❑ Transmittal Date: Tuesday, March 04, 2008 Water District: Project Number: 08000693 Applicant: GISOLO, MARTIN R 1423 N LILY RD SPOKANE VALLEY. WA 99206 (509) 328-4431 e-mail: e-mail: Contact: GISOLO, MARTIN R Occupant: 1423 N LILY RD e-mail: SPOKANE VALLEY, WA 99206 (509) 328-4431 e-mail: Owner: GISOLO. MARTIN R 1423 N LILY RD SPOKANE VALLEY. WA 99206 Contractor: OWNER ( ) - 0 Arch / Engineer: e-mail: 11 \, r Project RES ADD Description: 2-2_ ,;< - Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATIO N SITE PLA PLA t Please send all plan review and project comments via e-mail to the highlighted individuals. Spokane Valley® For City Use Only PLUS Project Number `T Project Address ! Lt 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 cz 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 One ..t 4 .��..� • . i 1 /325, I6" iQce1 IYDRTX 280.00' 80. ' C;;, 0'N 24) � 1 r,w.s 8Q. OO • 80 00' a a ._•.-•� • • �•... NORTH 280.00' '.gl: o Z'- 1J-702_3 /1,e__(Ze(--Pc1 32 _--)- ,61-1-- 1 &---•--)4:1_54 1 "--). & PLANNING DE PPROVED BY. DATE: WASHINGTON STATE ENERGY CODE TABLE 6-2 PRESCRIPTIVE REQUIREMENT S°'1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Area' °: % of Floor Glazin U -Factor Vertical Overhead" Door 9 U -Factor Ceiling2 Vaulted Ceiling3 WaII12 Above Grade Wall• into Below Grade Walla ext4 Below Grade Floors Slab6 on Grade I. 12% 0.35 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 15% 0.35 0.58 0.20 R-38 R-30 R-19 + R-58 R-21 R-12 R-30 R-10 17% 0.32 0.58 0.20 R-38 R-30 R-19 + R-58 R-21 R-12 R-30 R-10 IV. V. 25% Group R-1 and R-2 Occupancies Only VI. 0.35 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int7 / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 Unlimited Group R-3 and R-4 Occupancies Only VII. 0.35 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 Unlimited Group R-3 and R-4 Occupancies Only 0.30 0.58 0.20 R-49 or R-38 Adv R-38 R-21 int' R-21 R-12 R-30 R-10 Unlimited Group R-1 and R-2 Occupancies Only 0.32 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int7 / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings complying with note 3. 'Adv' denotes Advanced Framed Ceiling. 3. Requirement applicable only to single rafter or joist vaulted ceilings where both (a) the distance between the top of the ceiling and the underside of the roof sheathing is less than 12 inches and (b) there is a minimum 1 -inch vented airspace above the insulation. Other single rafter or joist vaulted ceilings shall comply with the "ceiling" requirements. This option is limited to 500 square feet of ceiling area for any one dwelling unit. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-12, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-10 insulation. 8. This wall insulation requirement denotes R-19 wall cavity insulation plus R-5 foam sheathing. 9. Doors, including all fire doors, shall be assigned default U -factors from Table 10-6C. 10. Where a maximum glazing area is listed, the total glazing area (combined vertical plus overhead) as a percent of gross conditioned floor area shall be less than or equal to that value. Overhead glazing with U -factor of U=0.40 or less is not included in glazing area limitations. 11. Overhead glazing shall have U -factors determined in accordance with NFRC 100 or as specified in Section 502.1.5. 12. Log and solid timber walls with a minimum average thickness of 3.5" are exempt from this insulation requirement. Effective July 1, 2007 34 FOUNDATIONS TABLE R404.4(3) w1I'1wrIn1.1 �AIAl 1 a' b' For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kPa, 1 pound per square foot = 0.0479 kPa. a. This table is based on concrete with a minimum specified concrete strength of 2500 psi, reinforcing steel with a minimum yield strength of 40,000 psi. When rein- forcing steel with a minimum yield strength of 60,000 psi is used, the spacing of the reinforcement shall be increased to 1.5 times the spacing value in the table. b. This table is not intended to prohibit the use of an ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. N/R denotes "not required." d. Deflection criteria: L/240. e. Interpolation between rebar sizes and spacing is not permitted. f. Unbalanced backfill height is the difference in height of the exterior and interior finished ground. Where an interior concrete slab is provided, the unbalanced back- fill height shall be measured from the exterior finished ground level to the top of the interior concrete slap g. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. 6. 60 -mil (1.5 mm) flexible polymer cement. 7. 1/8 inch (3 mm) cement -based, fiber -reinforced, water- proof coating. 8. 60 -mil (0.22 mm) solvent -free liquid -applied synthetic rubber. Exception: Organic -solvent -based products such as hydro- carbons, chlorinated hydrocarbons, ketones and esters shall not be used for ICF walls with expanded polystyrene form material. Use of plastic roofing cements, acrylic coatings, latex coatings, mortars and pargings to seal ICF walls is permitted. Cold -setting asphalt or hot asphalt shall conform to type C of ASTM D 449. Hot asphalt shall be applied at a temperature of less than 200°F (93°C). All joints in membrane waterproofing shall be lapped and sealed with an adhesive compatible with the membrane. R406.3 Dampproofing for wood foundations. Wood founda- tions enclosing habitable or usable spaces located below grade shall be dampproofed in accordance with Sections R406.3.1 through R406.3.4. R406.3.1 Panel joint sealed. Plywood panel joints in the foundation walls shall be sealed full length with a caulking compound capable of producing a moisture -proof seal under the conditions of temperature and moisture content at which it will be applied and used. R406.3.2 Below -grade moisture barrier. A 6 -mil -thick (0.15 mm) polyethylene film shall be applied over the below -grade portion of exterior foundation walls prior to backfilling. Joints in the polyethylene film shall be lapped 6 inches (152 mm) and sealed with adhesive. The top edge of the polyethylene film shall be bonded to the sheathing to form a seal. Film areas at grade level shall be protected from mechanical damage and exposure by a pressure preservatively treated lumber or plywood strip attached to the wall several inches above finish grade level and extend- ing approximately 9 inches (229 mm) below grade. The joint between the strip and the wall shall be caulked full length prior to fastening the strip to the wall. Other cover- ings appropriate to the architectural treatment may also be used. The polyethylene film shall extend down to the bot- tom of the wood footing plate but shall not overlap or extend into the gravel or crushed stone footing. R406.3.3 Porous fill. The space between the excavation and the foundation wall shall be backfilled with the same mate- rial used for footings, up to a height of 1 foot (305 mm) above the footing for well -drained sites, or one-half the total back -fill height for poorly drained sites. The porous fill shall be covered with strips of 30 -pound (13.6 kg) asphalt paper or 6 -mil (0.15 mm) polyethylene to permit water seepage while avoiding infiltration of fine soils. 2006 INTERNATIONAL RESIDENTIAL CODE® 91 HEIGHT OF BASEMENT WALL (feet) MAXIMUM UNBALANCED BACKFILL HEIGHT/ (feet) MINIMUM VERTICAL REINFORCEMENT SIZE AND SPACING Soil classes9 and design lateral soil load (psf per foot of depth) GW, GP, SW and SP 30 GM, GC, SM, SM -SC and ML 45 SC, ML -CL andinorganicCL 8 7 N/R N/R N/R 9 6 N/R N/R N/R 7 N/R N/R #3@6"; #4@l2"; #5@18"; #6@26" 8 N/R #3@6"; #4@ 12"; #5@ 18"; #6@26" #3 @4"; #4@8"; #5@ 14"; #6@ 18" 10 5 N/R N/R N/R 6 N/R N/R N/R 7 N/R N/R #3@6"; #4@10"; #5@ 18"; #6@24" 8 N/R #3 @6"; #4@12"; #5@16';#6@24" #3@4"; #4@8"; #5@12";#6@16" 9 #3 @4"; #4@1O"; #5@ 14"; #6@20" #3 @4"; #4 @8"; #5@ 12"; #6@ 18" #3@4"; #4@6"; #5@l0"; #6@ 12" For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kPa, 1 pound per square foot = 0.0479 kPa. a. This table is based on concrete with a minimum specified concrete strength of 2500 psi, reinforcing steel with a minimum yield strength of 40,000 psi. When rein- forcing steel with a minimum yield strength of 60,000 psi is used, the spacing of the reinforcement shall be increased to 1.5 times the spacing value in the table. b. This table is not intended to prohibit the use of an ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. N/R denotes "not required." d. Deflection criteria: L/240. e. Interpolation between rebar sizes and spacing is not permitted. f. Unbalanced backfill height is the difference in height of the exterior and interior finished ground. Where an interior concrete slab is provided, the unbalanced back- fill height shall be measured from the exterior finished ground level to the top of the interior concrete slap g. Soil classes are in accordance with the Unified Soil Classification System. Refer to Table R405.1. 6. 60 -mil (1.5 mm) flexible polymer cement. 7. 1/8 inch (3 mm) cement -based, fiber -reinforced, water- proof coating. 8. 60 -mil (0.22 mm) solvent -free liquid -applied synthetic rubber. Exception: Organic -solvent -based products such as hydro- carbons, chlorinated hydrocarbons, ketones and esters shall not be used for ICF walls with expanded polystyrene form material. Use of plastic roofing cements, acrylic coatings, latex coatings, mortars and pargings to seal ICF walls is permitted. Cold -setting asphalt or hot asphalt shall conform to type C of ASTM D 449. Hot asphalt shall be applied at a temperature of less than 200°F (93°C). All joints in membrane waterproofing shall be lapped and sealed with an adhesive compatible with the membrane. R406.3 Dampproofing for wood foundations. Wood founda- tions enclosing habitable or usable spaces located below grade shall be dampproofed in accordance with Sections R406.3.1 through R406.3.4. R406.3.1 Panel joint sealed. Plywood panel joints in the foundation walls shall be sealed full length with a caulking compound capable of producing a moisture -proof seal under the conditions of temperature and moisture content at which it will be applied and used. R406.3.2 Below -grade moisture barrier. A 6 -mil -thick (0.15 mm) polyethylene film shall be applied over the below -grade portion of exterior foundation walls prior to backfilling. Joints in the polyethylene film shall be lapped 6 inches (152 mm) and sealed with adhesive. The top edge of the polyethylene film shall be bonded to the sheathing to form a seal. Film areas at grade level shall be protected from mechanical damage and exposure by a pressure preservatively treated lumber or plywood strip attached to the wall several inches above finish grade level and extend- ing approximately 9 inches (229 mm) below grade. The joint between the strip and the wall shall be caulked full length prior to fastening the strip to the wall. Other cover- ings appropriate to the architectural treatment may also be used. The polyethylene film shall extend down to the bot- tom of the wood footing plate but shall not overlap or extend into the gravel or crushed stone footing. R406.3.3 Porous fill. The space between the excavation and the foundation wall shall be backfilled with the same mate- rial used for footings, up to a height of 1 foot (305 mm) above the footing for well -drained sites, or one-half the total back -fill height for poorly drained sites. The porous fill shall be covered with strips of 30 -pound (13.6 kg) asphalt paper or 6 -mil (0.15 mm) polyethylene to permit water seepage while avoiding infiltration of fine soils. 2006 INTERNATIONAL RESIDENTIAL CODE® 91 Reinforcement for openings in plain concrete 2) #5 rebar o extend 24 — .aches beyond opening. (2) #5 re beyond op do not re ar to extend ning. Doorway: uire rebar in in bottom of opening. 1909.6.3 Openings in walls. Not less than two No. 5 bars shall be provided around window and door openings. Such bars shall extend at least 24 inches (610 mm) beyond the corners of openings. * All openings for windows and doors in structural plain concrete walls must be bound by two No. 5 (16) bars as follows. For openings not extending to the bottom of the wall, the bars must be placed on all four sides of the opening. For openings extending to the bottom of the wall, the bars are only necessary along the sides and top. To provide continuity at the corners of the openings, the bars must extend 24 inches (610 mm) past the corners. These extensions should occur at all four corners of an opening not extending to the bottom of the wall, and at the two top corners for other openings. WALL CONSTRUCTION NO. 4 CONTINUOUS BAR AS REQUIRED IN SECTION R611.7.1 TOP OF WALL STORY L<2'(0.61m) ao 2 2 Z 2 E E N MIDDLE OF SPAN, A. NOT REQUIRING STIRRUPS SEE TABLE R611.7(2), R611.7(3), R611.7(4), R611.7(5), OR R611.7(8) LINTEL REINFORCEMENT AS REQUIRED 24" >_ 2' (0.61 m) i L_ 24" (0.6 m '0.6 m WALL REINFORCEMENT AS REQUIRED OPEN REINFORCEMENT AS REQUIRED PER TABLE R611.7(1) FIGURE R611.7(2) REINFORCEMENT OF OPENINGS 1.5 IN. MIN. 2.5 IN. MAX.— SEE TABLE R611.7(2), R611.7(3), R611.7(8), R611.7(9) OR R611.7(10) > For SI: 1 inch = 25.4 mm. NOTE: Section cut through flat wall. 14—T� d ■.. ■■1 OM EMI 111111 EMI IHE MEI MI EMI MEI EMI ■■IIII EMI MI ■III MI EMI MEI EMI EMI ■■I MU MEI MU EMI MI Elk: 1111111 ■■1 M U ■■1 ■■I ■■1 ■■I ■■1 MEI EMI 1.5 IN. MIN. 2.5 IN. MAX. NO. 4 BAR LINTEL REINFORCEMENT REQUIRED MINIMUM NO. 3 STIRRUP AS REQUIRED INSULATING FORM HORIZONTAL LINTEL REINFORCEMENT AS REQUIRED FIGURE R611.7(3) ICF LINTELS FOR FLAT AND SCREEN -GRID WALLS 186 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION R611.7.1.3 Horizontal steel. Concrete walls with a minimum thickness of 4 inches (102 mm) shall have a minimum of one continuous No. 4 horizontal reinforc- ing bar placed at 32 inches (812 mm) on center with one bar within 12 inches (305 mm) of the top of the wall story. Concrete walls 5.5 inches (140 mm) thick or greater shall have a minimum of one continuous No.4 horizontal reinforcing bar placed at 48 inches (1219 mm) on center with one bar located with in 12 inches (305 mm) of the top of the wall story. For townhouses in Seismic Design Category C, the minimum horizontal reinforcement shall be one No. 5 at 24 inches (610 m) on center or one No. 4 at 16 inches (407 mm) on center. For all buildings in Seismic Design Categories Dt and D2, the minimum horizontal rein- forcement shall be one No. 5 at 18 inches (457 mm) on center or one No. 4 at 12 inches (305 mm) on center. Horizontal reinforcement shall be continuous around building corners using corner bars or by bending the bars. In either case, the minimum lap splice shall be 24 inches (610 mm). For townhouses in Seismic Design Category C and for all buildings in Seismic Design Cat- egories Dt and D2, each end of all horizontal reinforce- ment shall terminate with a standard hook or lap splice. R611.7.1.4 Lap Splices. Where lap splicing of vertical or horizontal reinforcing steel is necessary, the lap splice shall be in accordance with Figure R611.7.1.4 and a minimum of 40db, where db is the diameter of the smaller bar. The maximum distance between noncontact parallel bars at a lap splice shall not exceed 8db. R611.7.1.5 Standard hook. Where the free end of a re- inforcing bar is required to have a standard hook, the hook shall be a 180 -degree bend plus 4db extension but not less than 2'/2 inches, or a 90 -degree bend plus 12db extension. R611.7.2 Wall openings. Wall openings shall have a mini- mum of 8 inches (203 mm) of depth of concrete for flat and waffle -grid ICF walls and 12 inches (305 mm) for screen -grid walls over the length of the opening. When the depth of concrete above the opening is less than 12 inches for flat or waffle -grid walls, lintels in accordance with Sec- tion R611.7.3 shall be provided. Reinforcement around openings shall be provided in accordance with Table R611.7(1) and Figure R611.7(2). All reinforcement placed horizontally above or below an opening shall extend a mini- mum of 24 inches (610 mm) beyond the limits of the open- ing. Wall opening reinforcement shall be provided in addition to the reinforcement required by Sections R611.3, R611.4, R611.5 and R611.7.1. The perimeter of all wall openings shall be framed with a minimum 2 -inch by 4 -inch plate, anchored to the wall with '/Z inch (12.7 mm) diameter anchor bolts spaced a maximum of 24 inches (610 mm) on center. The bolts shall be embedded into the concrete a mini- mum of 4 inches (102 mm) and have a minimum of 11/2 (38 mm) inches of concrete cover to the face of the wall. Exception: The 2 -inch by 4 -inch plate is not required where the wall is formed to provide solid concrete around the perimeter of the opening with a minimum depth of 4 inches (102 mm) for the full thickness of the wall. R611.7.3 Lintels. R611.7.3.1 General requirements. Lintels shall be provided over all openings greater than or equal to 2 feet (610 mm) in width. Lintels for flat ICF walls shall be constructed in accordance with Figure R611.7(3) and Table R611.7(2) or R611.7(3). Lintels for waffle -grid ICF walls shall be constructed in accordance with Fig- ure R611.7(4) or Figure R611.7(5) and Table R611.7(4) or R611.7(5). Lintels for screen -grid ICF walls shall be constructed in accordance with Figure R611.7(6) or Figure R611.7(7). Lintel construction in accordance with Figure R611.7(3) shall be permitted to be used with waffle -grid and screen -grid ICF wall construction. Lintel depths are permitted to be increased by the height of the ICF wall located directly above the opening, pro- vided that the lintel depth spans the entire length of the opening. TABLE R611.7(1) MINIMUM WALL OPENING REINFORCEMENT REQUIREMENTS IN ICF WALLS WALL TYPE AND OPENING WIDTH (L) (feet) MINIMUM HORIZONTAL OPENING REINFORCEMENT MINIMUM VERTICAL OPENING REINFORCEMENT Flat, Waffle-, and Screen -Grid: L< 2 (0.61) None required None required Flat, Waffle-, and Screen -Grid: L >_ 2 (0.61) Provide lintels in accordance with Section R611.7.3. Provide one No. 4 bar within 12 inches (305 mm) from the bottom of the opening. Top and bottom lintel reinforcement shall extend a minimum of 24 inches (610 mm) beyond the limits of the opening. In locations with wind speeds less than or equal to 110 mph (177 lcm/hr) or in Seismic Design Categories A and B, provide one No. 4 bar for the full height of the wall story within 12 inches (305 mm) of each side of the opening. In locations with wind speeds greater than 110 mph (177 km/hr), townhouses in Seismic Design Category C, or all buildings in Seismic Design Categories D, and D2, provide two No. 4 bars or one No. 5 bar for the full height of the wall story within 12 inches (305 min) of each side of the opening. For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 mile per hour = 1.609 km/h. NOTE: This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equiva- lent rectangular cross section. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. 172 2003 INTERNATIONAL RESIDENTIAL CODE® WALL CONSTRUCTION TABLE R611.7(2) MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLS' .b.c.d.f For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m2, 1 pound per square foot = 0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: 1/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d12 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE® 173 MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of Span, A)e Supporting Roof Only Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof MINIMUM LINTEL THICKNESS, T LINTEL DEPTH, D Ground Snow Load (inches) (inches) 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf 8 4-9 4-2 3-10 3-4 3-5 3-1 (1-2) (0-9) (0-8) (0-6) (0-6) (0-5) 12 6-8 5-5 5-0 4-5 4-6 4-0 (1-11) (1-3) (1-1) (0-10) (0-10) (0-8) 3.516 7-11 6-5 6-0 5-3 5-4 4-10 (2-9) (1-9) (1-6) (1-2) (1-2) (1-0) 20 8-11 7-4 6-9 6-0 6-1 5-6 (3-5) (2-3) (1-11) (1-6) (1-7) (1-3) 24 9-10 8-1 7-6 6-7 6-9 6-1 (4-1) (2-9) f (2-4) (1-10) (1-11) (1-6) 8 5-2 4-2 3-10 3-5 3-5 3-1 (1-10) (1-2) (1-0) (0-9) (0-10) (0-8) l' 6-8 5-5 5-0 4-5 4-6 4-1 (3-0) (2-0) (1-9) (1-4) (1-4) (1-1) 5.5 16 7-10 6-5 6-0 5-3 5-4 4-10 (4-1). (2-9) (2-5) (1-10) (1-11) (1-7) 0 8-10 7-3 6-9 6-0 6-1 5-6 (5-3) (3-6) (3-1) (2-4) (2-5) (2-0) 24 9-8 8-0 7-5 6-7 6-8 6-0 (6-3) (4-3) (3-8) (2-11) (3-0) (2-5) 8 5-2 4-2 3-11 3-5 3-6 2 (2-6) (1-8) :. (1-5) (1-1) (1-1) (0-11) 12 6-7 5-5 5-0 4-5 4-6 4-1 (4-0) (2-8) (2-4) (1-10) (1-10) (1-6) 7.5 16 7-9 6-5 5-11 5-3 5-4 4-10 (5-5) (3-8) (3-3) (2-6) (2-7) (2-2) 20 8-8 7-2 6-8 5-11 6-0 5-5 (6-10) (4-8) (4-2) (3-3) (3-4) (2-9) 24 9-6 7,-11 7-4 6-6 6-7 6-0 (8-2) (5-8) (5-1) (3-11) (4-1) (3-4) 5-2 4-2 3-11 3-5 3-6 3-2 8 (3-1) (2-1) (1-9) (1-5) (1-5) (1-2) 9.5 12 6-7 5-5 5-0 4-5 4-6 4-1 (5-0) (3-4) (3-0) (2-4) (2-5) (1-11) 16 7-8 6-4 5-11 5-3 5-4 4-10 (6-9) (4-7) (4-2) (3-3) (3-4) (2-8) For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m2, 1 pound per square foot = 0.0479 kN/m2. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used, the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criteria: 1/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d12 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 2003 INTERNATIONAL RESIDENTIAL CODE® 173 TABLE R611.7(3) hcdt MAXIMUM ALLOWABLE CLEAR SPANS FOR ICF LINTELS FOR FLAT LOAD-BEARING WALLSa' ' ' NO. 5 BOTTOM BAR SIZE MINIMUM LINTEL THICKNESS, T LINTEL DEPTH, D (inches) MAXIMUM CLEAR SPAN, (feet -inches) (Number is Middle of span, A) - Supporting Roof Supporting Light Framed 2nd Story and Roof Supporting ICF Second Story and Roof Ground Snow Load 30 psf 70 psf 30 psf 70 psf 30 psf 70 psf (inches) 3.5 8 49 4-2 (1-2) (0-9) 3-11 (0-8) 3-7 (0-6) 3-7 (0-6) 3-5 (0-5) 12 7-2 6-3 (1-11) (1-3) 5-11 (1-1) 5-5 (0-10) 5-5 (0-10) 5-0 (0 8) "s 16 9-6 8-0 (2-9) (1-9) 7-4 (1-6) 6-6 (1-2) 6-7 (1-2) 1 0) 20 11-1 9-1 (3-5) (2-3) 31) (1 6) 7) (1 3) 24 �����2i° 5.5 8 5-6 4-10 (1-10) (1-2) 4-7 (1-0) 4-2 (0-9) 4-2 (0-10) 3-10 (0-8) 12 8-3 6-9 (3-0) (2-0) 6-3 (1-9) 5-6 (1-4) 5-7 (1-4) 5 ( 1) 16 9-9 (4-1) 20 24 7.5 8 6-1 5-2 (2-6) (1-8) 4-9 (1-5) 4-3 (1-1) 4-3 (1-1) V T i 8-212 (4-0) pW F 16 w� i �.1'Y'•� t l' Y � ��! k'f t jam, � 1' 'i� k ,n:. d .h� ;�, 4C � 1� ,_ 7 q F �i 6i-0 Y 'V'.x :%" 2 20 h$D4'"'✓ � N'� Y � �' � i. �' S �—'S,�," Y J. �`'"e��� t b � � � � U 'a4. } .r M 24 fil,� � '�i � '✓gym t i 5 i°ya? 2'iva` `a H. rr 'yC }U "`k +� i 4'�s+`}33`� ei F'p� 9�1 ';3c: }iy � �3.ev�' 8 6-4 5-2 (3-1) (2-1) 4-10 (1-9) 129.5 16 20 > g �p Si S�."i9al � • '' P f �,�` �:. � ���^ �� h*u a,"T ^>� nd �" -� 4�+ 1 `'Y f �t' rg 9 ffi? /•t ('T 3) d e"�°LSan C (3-6 Y'�ff m 24 WALL CONSTRUCTION For SI: 1 inch = 25.4 mm, 1 foot = 304.8 mm, 1 pound per square inch = 6.895 kN/m', I pound per square foot = 0.0479 kN/m'. a. This table is based on concrete with a minimum specified compressive strength of 2,500 psi, reinforcing steel with a minimum yield strength of 40,000 psi and an assumed equivalent rectangular cross section. When reinforcement with a minimum yield strength of 60,000 psi is used the span lengths in the shaded cells shall be increased by 1.2 times the table values. b. This table is not intended to prohibit the use of ICF manufacturer's tables based on engineering analysis in accordance with ACI 318. c. Deflection criterion: 1/240. d. Design load assumptions: Floor dead load is 10 psf Attic live load is 20 psf Floor live load is 30 psf Roof dead load is 15 psf Building width is 32 feet ICF wall dead load is 69 psf Light -framed wall dead load is 10 psf e. No. 3 stirrups are required at d/2 spacing except no stirrups are required for the distance, (A), shown in the middle portion of the span in accordance with Figure R611.7(2) and Section R611.7.3.2. f. Interpolation is permitted between ground snow loads and between lintel depths. 174 2003 INTERNATIONAL RESIDENTIAL CODE® e :0 .L ) EMERGENCY EGRESS REQUIREMENTS FROM SLEEPING ROOMS t) NET CLEAR OPENING: 5.7 14' 5.0 SQUAREE FEET FEET GRACIE FLOOR OPENING (MAX ! 2) NET CL EAR OPENING HEIGHT 24 INCHES 3) NET CL ,./111 OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44" ABOVE FLOOR 5) EMERGENCY ESCAPE & RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THE USE OF KEYS OR TOOLS WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR, OR WHEN ONE OR MORE SLEEPING FOOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THE DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLIN E . 5 SMOKE NECTEI MANNE ALARM (BEDR'C BEDRC WITH RIS ALARMS SHALL BE INTERCON- AND HARD WIRED IN SUCH A THAT THE ACTIVATION OF ONE WILL ACTIVATE ALL ALARMS. OMS, AREAS APPROACHING OMS, VAULTED CEILING OF 24" & ON EACH FLOOR) R602.10.4 Brace Wall Panel min. 48 in.— 96 in. R602.10.6.1 Alternate Brace Wall Panel min.28in.-42in. R602.10.6.2 Alternate Brace Wall Panel min.l6in.-24in. Engineered Shear Wall Bracing STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7 3/4 in. & nosing of 3/4-1 1/4 in. Min. 6 ft. 8 in. headroom. Enclosed usable space under stairways requires 1 hour fire protection of in. GWB HANDRAILS: Height of 34 — 38 inches when required by four or more risers shall be continuous the full length of stairs with the ends returned or rounded. LANDINGS: Required min. width of 36 in. or width of stairway and 36 in. travel distance 0 3 X 3 (--kki o IA) ct Fo !L (a /LS e)u st-tuRWRy Cs�-lrV _ c 44.1 L M. N 34 •' r. F EXHAUST FANS 1{)0 epM kitchen 50 CFM bathrooms_ & laundry T TZ -r-2Ca/L- Z__Z`a 8 Z_C I Sewer systemin the rear of the home has been abandond for hooking up to the new sewer system. Nothing in the ground behind the house. 321 Existing Home approx 900sq ft 11111 1 1 1 11 SK 3t— Ar.1 Fc R. 5 rzckLk,9 b S _24x20 addititon for master bedroom with a closet bathroom and relocate existing laundry 36x4f3 casement windows 7 facilities to the enteryway to thej MB. bay window humped out from siding 20'1 LIVING AREA 1206 sq ft WINDOW WELL: Min. 9 sq. ft. horizontal area. Min. 3 ft. horizontal projection and width. Max. 44 in. vertical depth without a ladder II Concrete lintels shall conform to Tables R611.7 (2) or (3) or Engineering is required. Reinforcement for openings in plain concrete is also required. CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) FOUNDATION WALLS - 3000 # PSI SLABS„ GARAGES, CARPORTS & PORCHES - 3500 # PSI AL.t, FOOTINGS MUST BE CONTINUOUS cc SO.. a BLOCKING UNDER ALL COLUTANS BEARING WALLS AND SHEARWALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL TO SPAN U.N.O. PROVIDE DOUBLE STUDS (MIN)'TO FOUNDATION UNDER ALL HIP AND GIRDER -TRUSSES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. Radon Mitigation System required with 6 mil Vapor Barrier uti-) F sLA. A.t w.A1►_L A -(1 -(- vat _ acv2 W A. L L. - Egress windows openable 5.7 sq. ft. - 44" sill J ff ZS - '7 C�C� N1101.3.1 — Attic insulation certification required as to R — value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. MARTY WALL SECTION Manufactured energy trusses @ 4/12 pitch with a 40# snow Toad Ivo to CS' 3 Z w a r/ C- "r-(.t.,z,aC_ 30# felt for ice dam protection Ta "10J sl45C— rcratro# d44L` Attic Ventilation 1 Sq Ft per every 300 Sq Ft of space ventilated with at least 50% in the upper portion of roof area. f-tok GA.P ra iA)S t.%L�4'1 e.t1 Attic Accessible bv22'x30" At.?r4 ,44.5 EiR.Tic+4l. NIStG -r of 30" 2x6 walls with 7/16th osb sheetin w/vinyl siding -n€3 5/8" SR on the cieling with R-38 in the attic 1/2 SR on the walls R-22 in the walls 96" tall cieling Water- Resistive Barrier required under siding floor insulated with R-22 walls are siding to start 6" above grade min. insulated with R-21 or better treated 2x6 plate with foam barrier between the concrete and plate Anchor Bolts- Min. 1/2" x 9" with 7" concrete embedment at 6" o.c. and 12" from ends of sill plates. Damp -Proofing required on foundation walls from top of footing to finished grade of crawl space or basement 2x10 TGl engineered floor joists / q(6. UN�tNfS!-}�� �S i3�es-A) T %..07 e .ie f i z d eFew -s paoe 18"wx12"d footing with a 8" thick 6' tall foundation sealed with asphalt emulsion 2 ea 1/2" rebar horizontal in the footing with 1/2" vertical rebar every 4' and horizontal bar every 2' 0 L -L tee el/7A, Ctucc..( 10 TPL (D ( beA iTui (ZD Job q104306 WIGGINS/TB 2-2-6D Mark Al Quan Type 12 SCIS Span P1 -Hi 220000 5 Left OH Right OH I Engineering 1- 4- 0 1- 4- 0 DG 12-0-10 HO 4-1 HE 4 3x6c 5 4x5- 8 3x4 TC DG 12-0-10 HO 4-1 HH 4 3x6 W:508 8:1146 U: 248 EP TC 1-4-0 BC EP 5-10-5 5-10-5 5-10-5 5-10-5 11-0-0 5-1-11 5-1-11 11-0-0 22 0 0 22-0-0 5-10-5 5-1�5 22-0-0 ALL PLATES ARE LOCK20 W:508 R:1146 U: 248 1-4-0 Scale: 0.271" = 1' Robbins Engineering, Inc./Online Plus' A -F 0.53 3248 T F -D 0.54 Online Plus -- Version 19.0.034 D -E 0.54 RUN DATE: 03 -AUG -06 E -C 0.53 TC BC WB CSI -Size- 0.33 2x 4 0.54 2x 4 0.49 2x 4 Brace truss O.C. TC Cont. BC Cont. ----Lumber---- 1B 1B DFL -STUD as follows: From 0- 0 - Loading Live as TC 30.0 BC 0.0 Total 30.0 Spacing Lumber Duration Plate Duration To 0- 0 22- 0- 0 0- 0 22- 0- 0 Dia10 (p'sf)� !< 7.0 10.0 17.0 47.0 24.0" Factor 1.15 Factor 1.15 TC Fb=1.15 Fc=1.10 BC Fb=1.10 Fc=1.10 Ft=1.10 Ft=1.10 Plus 4 Wind Load Case(e) Jt React Uplft Lbs Lbs A 1147 248 C 1147 248 Size In-Sx 5 - Hz 5 - Hz 8 8 Req'd In-Sx 1- 8 81 1- 8 -81 Membr CSI P Lbs Axl -CSI -Bad Top Chords A -G 0.33 4Crt"t""" . 9 G -B 0.31 2472 C 0.06 B -H 0.31 2472 C 0.06 H -C 0.33 3462 C 0.09 Bottom Chords 0.24 0.25 0.25 0.24 F G D D E -G -D -B -H -H 0.02 0.37 0.49 0.37 0.02 3259 T 3259 T 3248 T Webs 78 T 901 C 1493 T 901 C 78 T APPROX. 0.40 0.40 0.40 0.40 TRUSS WEIGHT: 120.1 LBS 0.13 0.14 0.14 0.13 TL Defl -0.51" in F -D L/494 LL Defl -0.32" in F -D L/796 Hz Disp LL DL TL Jt C 0.20" 0.11" 0.31" 9he0*z' // Grain in A -G 0.25 Plates for each ply each face. **SEE REVERSE SIDE OF THIS ** **PAGE FOR IMPORTANT NOTES Plate Plate Jt A 6.0 G 4.0 B 5.0 H 4.0 C 6.0 F 3.0 D 7.0 E 3.0 Type LOCK LOCK LOCK LOCK LOCK LOCK LOCK LOCK LOCK 20 Ga, RHS 20 Ga, Plt Size 3.Ox 3.Ox 4.Ox 3.Ox 3.Ox 2.Ox 5.Ox 2.Ox Gross Gross X Ctr Ctr Y Ctr Ctr Ctr Ctr Ctr Ctr Ctr Ctr Ctr Ctr Ctr-1.1 Ctr Ctr ** Area Area JSI 0.94 0.58 0.77 0.58 0.94 0.42 0.89 0.42 REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR ADDITIONAL SPECIFICATIONS. NOTES: Trusses Manufactured by: Valley Best Way Analysis Conforms To: ANSI/TPI 95 & 02 Robbins Engineering, Inc./Online Plus'. © 1996-2006 Version 19.0.034 Engineering - Portrait 8/7/2006 11:55:39 AM Page 1 OH Loading Soffit psf 2.0 Wind Loads - ANSI / ASCE 7-98 Truss is designed as a Main Wind -Force Resistance System. Wind Speed: 90 mph Mean Roof Height: 25-0 Exposure Category: C Occupancy Factor : 1.00 Building Type: Enclosed Zone location: Exterior TC Dead Load : 4.2 psf BC Dead Load : 6.0 psf Max comp. force 3462 Lbs Quality Control Factor 1.25 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 REVI w� `fAVE0� .r NCE UG rr N SIS Spokane jValley PERMIT CENTER 11703 E. Sprague Ave., Suite B-3 Spokane Valley, WA 99206 509-688-0036; Fax 509-688-0037 www.spokanevalley.org Affidavit in Lieu of General Contractor Registration State of Washington County of Spokane I, `dlN77i) /2'. s e4 (" , state as follows: (Print name as signed) 1. I have made application for a building permit from the City of Spokane Valley, Washington. 2. I understand that state law requires that all building construction contractors be registered with the State of Washington. The exceptions to this requirement are stated under RCW 18.27.090, a copy of which is printed on the reverse side of this affidavit. 3. I understand that prior to issuance of a building permit for work that is to be done by any contractor, the City of Spokane Valley must verify either that the contractor is registered by the State of Washington, or that one of the exemptions stated under RCW 18.27.090 applies. 4. In order to provide verification to the City of Spokane Valley of my compliance with this requirement, I hereby attest that after reading the exemptions from the registration requirement of W 18.27.090, I consider the work authorized under this building permit to be exempt under No. , and will therefore, not be performed by a registered contractor. I understand that I may be waiving certain rights that I might otherwise have under state law in any decision to engaegistered contractor to perform construction work. APPLI ; + 'S SIGNATURE Signed and sworn to before me this it Day of A9r ,200i'. e_.atll'Y1c \. Notary's Nares (Print) 's Signatur NOTARY PUBLIC in and for the State of Washington, residing at County My Commission expires: October 15, 2007 Page 1 of 2 P:\Community Development\Forms\Building Forms Revised Code of Washington 18.27.090 Exemptions. The registration provisions of this chapter do not apply to: 1) An authorized representative of the United States government, the state of Washington, or any incorporated city, town, county, township, irrigation district, reclamation district, or other municipal or political corporation or subdivision of this state; 2) Officers of a court when they are acting within the scope of their office; 3) Public utilities operating under the regulations of the utilities and transportation commission in construction, maintenance, or development work incidental to their own business; 4) Any construction, repair, or operation incidental to the discovering or producing of petroleum or gas, or the drilling, testing, abandoning, or other operation of any petroleum or gas well or any surface or underground mine or mineral deposit when performed by an owner or lessee; 5) The sale or installation of any finished products, materials, or articles of merchandise that are not actually fabricated into and do not become a permanent fixed part of a structure; 6) Any construction, alteration, improvement, or repair of personal property performed by the registered or legal owner, or by a mobile/manufactured home retail dealer or manufacturer licensed under chapter 46.70 RCW who shall warranty service and repairs under chapter 46.70 RCW; 7) Any construction, alteration, improvement, or repair carried on within the limits and boundaries of any site or reservation under the legal jurisdiction of the federal government; 8) Any person who only furnished materials, supplies, or equipment without fabricating them into, or consuming them in the performance of, the work of the contractor; 9) Any work or operation on one undertaking or project by one or more contracts, the aggregate contract price of which for labor and materials and all other items is less than five hundred dollars, such work or operations being considered as of a casual, minor, or inconsequential nature. The exemption prescribed in this subsection does not apply in any instance wherein the work or construction is only a part of a larger or major operation, whether undertaken by the same or a different contractor, or in which a division of the operation is made into contracts of amounts less than five hundred dollars for the purpose of evasion of this chapter or otherwise. The exemption prescribed in this subsection does not apply to a person who advertises or puts out any sign or card or other device which might indicate to the public that he or she is a contractor, or that he or she is qualified to engage in the business of contractor; 10) Any construction or operation incidental to the construction and repair of irrigation and drainage ditches of regularly constituted irrigation districts or reclamation districts; or to farming, dairying, agriculture, viticulture, horticulture, or stock or poultry raising; or to clearing or other work upon land in rural districts for fire prevention purposes; except when any of the above work is performed by a registered contractor; 11) An owner who contracts for a project with a registered contractor, except that this exemption shall not deprive the owner of the protections of this chapter against registered and unregistered contractors. The exemption prescribed in this subsection does not apply to a person who performs the activities of a contractor for the purpose of leasing or selling improved property he or she has owned for less than twelve months; 12) Any person working on his or her own property, whether occupied by him or her or not, and any person working on his or her personal residence, whether owned by him or her or not but this exemption shall not apply to any person otherwise covered by this chapter who constructs an improvement on his or her own property with the intention and for the purpose of selling the improved property; 13) Owners of commercial properties who use their own employees to do maintenance, repair, and alteration work in or upon their own properties; 14) A licensed architect or civil or professional engineer acting solely in his or her professional capacity, an electrician licensed under the laws of the state of Washington, or a plumber licensed under the laws of the state of Washington or licensed by a political subdivision of the state of Washington while operating within the boundaries of such political subdivision. The exemption provided in this subsection is applicable only when the licensee is operating within the scope of his or her license; 15) Any person who engages in the activities herein regulated as an employee of a registered contractor with wages as his or her sole compensation or as an employee with wages as his or her sole compensation; 16) Contractors on highway projects who have been prequalified as required by RCW 47.28.070, with the department of transportation to perform highway construction, reconstruction, or maintenance work; 17) A mobile/manufactured home dealer or manufacturer who subcontracts the installation, set-up, or repair work to actively registered contractors. This exemption only applies to the installation, set-up, or repair of the mobile/manufactured homes that were manufactured or sold by the mobile/manufactured home dealer or manufacturer; 18) An entity who holds a valid electrical contractor's license under chapter 19.28 RCW that employs a certified journeyman electrician, a certified residential specialty electrician, or an electrical trainee meeting the requirements of chapter 19.28 RCW to perform plumbing wok that is incidentally, directly, and immediately appropriate to the like -in-kind replacement of a household kp�pliancetpr other small household utilization equitme.it that requires limited electric power and limited waste and/or water connections. An electrical trainee must pe supervised by a certified electrician while performing plumbing work. October 15, 2007 Page 2 of 2 P:\Community Development\Forms\Building Forms