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2005, 06-28 Permit App: 05002166 Addition Project Number: 05002166 Inv: 1 App!icatidn Date: 6/28/2005 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: RES ADDN-DINING RM,LIVING RM,FAMILY Contact: JEREMY DRAGER RM&MUDROOM Address: 2011 S EARLY DAWN C-S-Z: SPOKANE VALLEY,WA 99037 Setbacks:Front EXI Left: 7.5 Right: 19. Rear: 59. Phone: (509)389-7393 Group Name: Project Name: Site Information: Plat Key: Name: CHERRY ACRES SUB District: Sout Parcel Number: 45233.2313 Block: Lot: SiteAddress: 1412 S WARREN RI) Owner:Name: STEPHENS,DEWEY L Address: 1412 S WARREN RD Location::CSV SPOKANE VALLEY,WA 99037 Zoning: UR-3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 13,776 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: _ „ „. Ya u_..,, am� � Y a z.� +�•" Review Site Plan Review eo d" r $ .��, - } cis 6- ‘101, di 4.110J l �4� Ll. a ( v Plan Review Released By Septic System Review ReleaSedBy: ' I Permits: =N =r... t__ , A . . Operator: K_C Printed By: DMD Print Date: 6/28/2005 06/28/2005 11:35 5093241567 SRHD EHS PAGE 01/01 TO 324156? P.02/04 JUN 28 2005 a2 16 FR �j� ��pr.1� �.j�{�.pt IAN IV bI iV n �) 4 `VYI A'1,LV.4v 2.3 ,i `S 0.4.1. „+I l' TQ 3241567 P.k;,03 i Data: 003/200S Page 1 oil Project Number 05402141 Inv 1 Applimtion THIS IS NOT A PEST Penalties will be,awdessed for corn nenci$work without a permit adetrargaggf� xasrrnu�auce;::nz. ��x:�a�rr2n :0nu:At " .6,it :.7.rirr441.4 wy: ':y 2N a.:..-4'"15r... .a:: Permit Vac RES ADDN-DINING R ,/AVM RM, JSREMY DRAGER BEDROOM&MI/ROO1 Mikan: 2011DAWN C.5-E: SPOKANE VAI„L,EY,WA. 9Sia'7 Setbacks:Prout EXI t.eft: 7.5 Ri&Lt: 19. Rees O. t (5009)389.439 Group atom t+ Project sem Site 171/4P1414111411; rear.2;ee ='.4ik SZZIEKVINI rx 4.411,,',Z; :5::3::'±1.w a:R:ix 1:VI sU:AST:ic s tit �/ACRES SUB District: 5w Eel Kay: Name: C Parcel Number: 493332313 Black: SSaAddicer. 1413 S WARIRRN RD Owl ier:Name: STPPB£N$,DEWEY L . Mdrma: 1412 5 WARREN RD Location::CSV SPOKANE VALLEY,WA 99637 ?.amine UR-3.5 Urban'Reeldeittia13.5 Wm District Hold: [I , Area: 13,776 Sri Pt Width: 0 Perk 9 Right Of Way(ft): 0 NW of 111dge: 1 NW ofDwellbngs: 1 -Revie V io !:reit711rotN*ltdiµ410 '.t.1�''.1, :'ti..y^ie..7s:4X:',.`::. .37:rat:.A Aj'.711::.:s.:* _..r�Rain -• le Site ran Ravlsw yHk.,_-:- .....,..•••••. . • . ::ritU=— Poe Revtear 1 e ` 8y: �° .,t....! Septic System Reviews' 4/ . — ._ �/ tl ttrta�y ixa ' fr -«,r r.v. r=, SmuM drao:alxt: r,.-,x . Se .5 f je pit) ,,. 5-04_,,,, i 4/,p rtr'ei . riV IAN 4 "1141 — ,2fl ttbk L.4�4.4 fl 5' ^'S J 4 '44,04, 114Z A - 'V e Ai,< G • 'l vx f-- 0604 • .4,, Operator: XS Printed by: i_c )?ifnz Dote 06/23/2005 -TUN 24 2005 09:49 ' ' at131Qi941 C67 PGif?f'.412 JUN 28 2005 12:45 5093241567 PAGE.01 Project Number: 05002166 Inv: 1 Applicatidn Date: 6/28/2005 Page 2 of 2 • THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 Building Characteristics Group: R-3 Type: VB Total Area 595 Building Height 15 Stories 1 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation RES ADD R-3 VB 595 $44,434.60 595 $44,434.60 Totals: 595 $44,434.60 595 $44,434.60 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $593.25 STATE SURCHARGE 1 SELECT $4.50 RESIDENTIAL PLAN REVIEW 1 SELECT $237.30 Permit Total Fees: $835.05 Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $835.05 $835.05 $0.00 $835.05 $835.05 $835.05 $0.00 $835.05 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: KS Printed By: DMD Print Date: 6/28/2005 -: _ BUILDING PERMIT APPLICATION WORKSHEET pö.kane� City of Spokane Valley Community Development Department Building Division ( 11707 E. SpragueAvenue, Suite106 D-\ lle ) Spokane Valley, WA 99206 ( J7one: (509) 688-0036; Fax: (509) 688-0037 CS -(9 ae(r. L ?I E if INFORMATION Street Address: PO2_z Savfti f.),y ,c e,� S/'/:4i/a ',47 lA44 g9 0 y7 Assessor's Tax Parcel Number(s): (71.5-2 y3. 2 ' 3 Legal Description: L/gA c e rc A - Cr-7d 6T L7 4=7 xc /\1,/,/' A"r 9 2 PERMIT DESCRIPTION: AAS .,,,,,V6x-r-Ns.�•i ,D;,i,,:, R„'.,4,•v/c'„„.,., Add, - °,va-/ f4H i l,_gm EMRy AK Building Permit ❑ Change in Use ❑ Grading ❑ Manufactured Home ❑ Relocation ❑ Tenant Improvement ❑ Fire Safety ❑ Other OWNER/APPLICANT INFORMATION I !i Owner: -we/ L. Z c;-:,Sf7 6,/f a Applicant: � 6 /h '7' , Phone: 926,- X3/9 Fax: Phone: 7,9 - 73 9.3 Fax: (\,1 Address: i'ir z 5. (,),art.e,J Address: 2oii S c,,fly da� ' $$, e4^a v'e Ile”, �� ,q03, S�D�a.,s..e_ JR fc� iNP i f937 Ci State Zip Code Ci tate Zip Code N ❑ Contractor: ❑ Architect: t Phone: Fax: Phone: Fax: Address: Address: (\f City State Zip Code City State Zap Code ,. WA State Contractor License#: Contact: •: Spokane Valley Bus. Liscense #: Contact: PERMIT/BUILDING INFORMATION /0o y/ — ,5-95” 4 /ij ( HEIGHT TO PEAK: /(,moi DIMENSIONS: y )<•. Z.?F #OF STORIES: MAIN FLOOR TO SQ. FTG: '3 / V 2""FLOOR SQ. FTG: (u 4 UNFIN BASEMENT SQ. FTG:_ FINISHED BASEMENT SQ.FTG: GARAGE SQ. FTG:-CZ 8, DECK/COV. PATIO SQ. FTG: e) OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOURCE: c LEC- r•(- cC- #OF BEDROOMS: TOTAL HABITABLE SPACE: /g Zfl IMPERVIOUS SURFACE AREA: COST OF PROJECT:# 30%SLOPES ON PROPERTY: _____ SEWER OR ON.SIT it' SEPTIC I3, goo - SYSTEM? t.2 i S+"'e.. MANUFACTURED HOME Width: Length: Year: Pit Set: Manufactu RELOCATION Previous Ad ss: Propose se: FIRE SAFETY Fire Sprinkler: # of Heads: Fire Alarm: Paint Booth: Tent: Fireworks Display: Blasting: Date/Time: Valuation: Above/Underground Storage Tank Size: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Phone: Fax: Address: City State Zip Inspector: Phone: Fax: Address: City State Zip SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE ❑ REINFORCEMENT ❑ WELDING Firm Name: Phone: Fax: Inspector(s): DISCLAIMER 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. Ownership of resulting development rights granted by any issued permit i ure to the •roperty owner. Print Name Powe fep�re/S Signature / Method of Payment: (Faxed pen-nit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard #: Expires: VIN#: Authorized Signature: Me* ain -re r LArl tat C;) t)e_ L 06/24/2005 08:38 5093241567 SRHD EHS PAGE 01 r • / FINAL AS-BUILT INSTALLATION /4//2.- 5- .fl l • �Adress/Legal Description: _ ;Subdivision/Block/Lot: ► Application #: `l g- i2L7 i �- i' NORTH Fine i` 4.. E--1� —'� =- -— - -147— _'1—:to-Auk �y, tot — 1+31A52' Note: The location of the on-site sewage system represented by the drawing is not to be construed as an exact location of the system./n► 1 Remarks: ( (c '�G�acfc-f� ,dr4c - Septic ank Size: 100O e ;f+-4 gals. k "y t Drainfi ld: ft. Leach ed: 1/5-0nn sq. ft. Signature: iad Densis is based on soil type: t�P �• 3 Date: /0 -2--F Asbuilt 9/98 I JUN 24 2005 09:48 5093241567 PAGE.01 v • This site plan is being submitted for the purpose of 'o4 ' FS* ,� obtaining a building permit and is a true and correct C RA ty, representation of the proposal. All known property 9 O,y O�0 \\\ '! lines/dimensions,curb line str tures and easements ^,,- ., _'�+ 4 • E ?. j/cJt;-i =f_L-1";; A t-e/Li �t'�t�` Fads I have been identified. Iso 'f. .•ted are wetlands, ' bodies of water, steep ,lope . her • dical areas. Bj, Signed_ - Ai � I — �� / .- a:41 Date: � • i /-- A ," r2 . •C ' - ! 1 1 1\t r 11 A ii il ,, 4 - \,. l,` a \,I „�_"--•Jif . L , ,{ 1 `A . ' I , i t © += (1.� ` .\�1 N-\ { , 1 r Ii �,fi, j. , so \�3 s �. I /11 ,4 A -11'ri a v �= /\ t I`� �t �e, X14 j\ \\ /{, IN M 1 I i0. V y \ \ -.S\ A=• i �` • - wry' �, . �' - ---4�; a f'r iii = f;1 c rr l ' � a' cf\ +', om' '11, -„ �\ \`�, \ if; ji',,ii Ii,"\- 1_,:,A,...„ i i.-------t____ I'l .'iii T 1l , \ \ \ : � I tv \ J — — — — — — — fli \ ,\ \ \ r. �. I Hyl '1 Z ;, �� CO .....r-. I. \\\\`\\ \\\\\�; —iL - 1 (I) l' J ^ d/ - - _ . - . ..J- WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Glazing U-Factor pow Wallt2 Wall?WWall? Slab6 Option Area10: U- Ceiling2 Vaulted Above int ext Floor6 on Factor Ceiling Grade Below Below Grade of floor Vertical Overhead" Grade Grade I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int' II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 IV. 25% 0.35 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54 Occupancy U=0.054 Only V. Unlimited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Group R-3 int' Occupancy Only VI. Unlimited 0.32 0.58 0.20 R-38/ R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 int'/ U=0.029 F=0.54 Occupancy U=0.054 Only * 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. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10,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-5 insulation. COOPERATIVE EXTENSION WSEC Builder's Field Guide 5th Edition WASHINGTON STATE UNIVERSITY 1-7 QjENERGY PROGRAM , FLOORS so TABLE R502.5(1) GIRDER SPANS°AND HEADER SPANS°FOR EXTERIOR BEARING WALLS . • I (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-firb and required number of jack studs) GROUND SNOW LOAD(psi)' 30 50 Building width`(feet) GIRDERS AND 20 28 36 20 28 36 HEADERS SUPPORTING SIZE Span NJd Span NJ° Span NJd Span NJ° Span NJ° Span NJ° 2-2x4 3-6 1 3-2 1 2-10 I 3-2 1 2-9 1 2-6 1 2-2x6 5-5 1 4-8 1 4-2 1 4-8 I 4-1 1 3-8 2 2-2x8 6-10 1 5-11 2 5-4 2 5-11 2 5-2 2 4-7 2 2-2x10 8-5 2 7-3 2 6-6 2 7-3 2 6-3 2 5-7 2 2-2x12 9-9 2 8-5 2 7-6 2 8-5 2 7-3 2 6-6 2 Roof and ceiling 3-2x8 8-4 1 7-5 1 6-8 1 7-5 1 6-5 2 5-9 2 3-2x10 10-6 1 9-1 2 8-2 2 9-1 2 7-10 2 7-0 2 3-2x12 12-2 2 10-7 2 9-5 2 10-7 2 9-2 2 8-2 4-2x8 7-0 I 6-1 2 5-5 2 6-1 2 5-3 2 4-8 2 4-2x10 11-8 1 10-6 1 9-5 2 10-6 1 9-1 2 8-2 2 4-2x12 14-1 1 12-2 2 10-11 2 12-2 2 10-7 2 9-5 2 2-2x4 3-1 1 2-9 I 2-5 1 2-9 1 2-5 1 2-2 1 2-2x6 4-6 1 4-0 1 3-7 2 4-1 1 3-7 2 3-3 2 2-2x8 5-9 2 5-0 2 4-6 2 5-2 2 4-6 2 4-1 2 2-2x10 7-0 2 6-2 2 5-6 2 6-4 2 5-6 2 5-0 2 2-2x12 8-1 2 7-1 2 6-5 2 7-4 2 6-5 2 5-9 3 Roof,ceiling and one 3-2x8 7-2 1 6-3 2 5-8 2 6-5 2 5-8 2 5-1 2 center-bearing floor 3-2x10 8-9 2 7-8 2 6-11 2 7-11 2 6-11 2 6-3 2 3-2x12 10-2 2 8-11 2 8-0 2 9-2 2 8-0 2 7-3 2 4-2x8 5-10 2 5-2 2 4-8 2 5-3 2 4-7 2 4-2 2 4-2x10 10-1 1 8-10 2 8-0 2 9-1 2 8-0 2 7-2 2 4-2x12 11-9 2 10-3 2 9-3 2 10-7 2 9-3 2 8-4 2 2-2x4 2-8 1 2-4 1 2-1 1 2-7 1 2-3 1 2-0 1 2-2x6 3-11 1 3-5 2 3-0 2 3-10 2 3-4 2 3-0 2 2-2x8 5-0 2 4-4 2 3-10 2 4-10 2 4-2 2 3-9 2 2-2x10 6-1 2 5-3 2 4-8 2 5-11 2 5-1 2 4-7 3 2-2x12 7-1 2 6-1 3 5-5 3 6-10 2 5-11 3 5-4 3 Roof,ceiling and one clear 3-2x8 6-3 2 5-5 2 4-10 2 6-1 2 5-3 2 4-8 2 span floor 3-2x10 7-7 2 6-7 2 5-11 2 7-5 2 6-5 2 5-9 2 3-2x12 8-10 2 7-8 2 6-10 2 8-7 2 7-5 2 6-8 2 4-2x8 5-1 2 4-5 2 3-11 2 4-11 2 4-3 2 3-10 2 4-2x10 8-9 2 7-7 2 6-10 2 8-7 2 7-5 2 6-7 2 4-2x12 10-2 2 8-10 2 7-11 2 9-11 2 8-7 2 7-8 2 2-2x4 2-7 1 2-3 1 2-0 1 2-6 1 2-2 1 1-11 1 2-2x6 3-9 2 3-3 2 2-11 2 3-8 2 3-2 2 2-10 2 2-2x8 4-9 2 4-2 2 3-9 2 4-7 2 4-0 2 3-8 2 2-2x10 5-9 2 5-1 2 4-7 3 5-8 2 4-11 2 4-5 3 2-2x12 6-8 2 5-10 3 5-3 3 6-6 2 5-9 3 5-2 3 Roof,ceiling and two 3-2x8 5-11 2 5-2 2 4-8 2 5-9 2 5-1 2 4-7 2 center-bearing floors 3-2x10 7-3 2 6-4 2 5-8 2 7-1 2 6-2 2 5-7 2 3-2x12 8-5 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 3 4-2x8 4-10 2 4-3 2 3-10 2 4-9 2 4-2 2 3-9 2 4-2x10 8-4 2 7-4 2 6-7 2 8-2 2 7-2 2 6-5 2 4-2x12 9-8 2 8-6 2 7-8 2 9-5 2 8-3 2 7-5 2 (continued) 90 2003 INTERNATIONAL RESIDENTIAL CODE® . M TABLE R502.5(1)—continued GIRDER SPANS'AND HEADER SPANS'FOR EXTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir"and required number of Jack studs) 1 GROUND SNOW LOAD(psf)' . 3D 5D Building width`(feet) GIRDERS AND 20 28 36 20 28 36 ' HEADERS SUPPORTING SIZE Span NJ° Span NJ° Span NJ' Span NJ° Span NJ° Span Ne 2-2x4 2-1 1 1-8 1 1-6 2 2-0 1 1-8 1 1-5 2 2-2x6 3-1 2 24 2 2-4 2 3-0 2 2-7 2 2-3 2 2-24 3-10 2 3-4 3 3-0 3 3-10 2 3-4 2 2-11 3 2-2x10 4-9 2 4-1 3 3-8 3 4-8 2 4-0 3 3-7 3 2-2x12 5-6 3 4-9 3 4-3 3 5-5 3 4-8 3 4-2 3 Roof.eating and two clear span 3-24 4-10 2 4-2 2 3-9 2 4-9 2 4-1 2 3-8 2 Boor 3-2x10 5-11 2 5-1 2 4-7 3 5-10 2 5-0 2 4-6 3 3-2)(12 6-10 2 5-11 3 5-4 3 6-9 2 5-10 3 5-3 3 4-24 5-7 2 4-10 2 4-4 2 5-6 2 4-9 2 4-3 2 4-2x10 6-10 2 5-11 2 5-3 2 6-9 2 5-10 2 5-2 2 4-2x12 7-11 2 6-10 2 6-2 3 7-9 2 6-9 2 6-0 3 For SI: 1 inch=25.4 mm,1 pound per square foot=0.0479 kNlm2. a. Spans are given in feet and inches. b. Tabulated values assume#2 grade lumber. c. Building width is measured perpendicular to the ridge.For widths between those shown,spans are permitted to be interpolated. d.NJ-Number of jack studs required to support each end.Where the number of required jack studs equals one,the header is permitted to be supported by an ap- proved framing anchor attached to the full-height wall stud and to the header. e. Use 30 psf ground snow load for cases in which ground snow load is less than 30 psf and the roof live load is equal to or less than 20 psf. 2003 INTERNATIONAL RESIDENTIAL CODES 91 • FLOORS TABLE R502.5(2) = f GIRDER SPANS'AND HEADER SPANS'FOR INTERIOR BEARING WALLS (Maximum spans for Douglas fir-larch,hem-fir,southern pine and spruce-pine-fir'and required number of jack studs) BUILDING WIDTH°(feet) 20 28 36 HEADERS AND GIRDERS SUPPORTING SIZE Span NJ° Span NJ° Span NJ° 2-2x4 3-1 1 2-8 1 2-5 1 2-2x6 4-6 1 3-11 1 3-6 1 2-2x8 5-9 1 5-0 2 4-5 2 2-2x10 7-0 2 6-1 2 5-5 2 2-2x12 8-1 2 7-0 2 6-3 2 One floor only 3-24 7-2 1 6-3 1 5-7 2 3-2x10 8-9 1 7-7 2 6-9 2 3-2x12 10-2 2 8-10 2 7-10 2 4-24 9-0 1 7-8 1 6-9 1 4-2x10 10-1 1 8-9 .1 7-10 2 4-2x12 11-9 1 10-2 2 9-1 2 2-2x4 2-2 1 1-10 1 1-7 1 2-2x6 3-2 2 2-9 2 2-5 2 2-24 4-1 2 3-6 2 3-2 2 2-2x10 4-11 2 4-3 2 3-10 3 2-2x12 5-9 2 5-0 3 4-5 3 Two floors 3-24 5-1 2 4-5 2 3-11 2 3-2x10 6-2 2 5-4 2 4-10 2 3-2x12 7-2 2 6-3 2 5-7 3 4-24 6-1 1 5-3 2 4-8 2 4-2x10 7-2 2 6-2 2 5-6 2 4-2x12 8-4 2 7-2 2 6-5 2 For SI: 1 inch=25.4 mm,1 foot=304.8 mm. a. Spans are given in feet and inches. b.Tabulated values assume#2 grade lumber. c. Building width is measured perpendicular to the ridge.For widths between those shown,'spans are permitted to be interpolated. d.NJ-Number of jack studs required to support each end.Where the number of required jack studs equals one,the header is permitted to be supported by an ap- proved framing anchor attached to the full-height wall stud and to the header. R502.6 Bearing.The ends of each joist,beam or girder shall R502.7 Lateral restraint at supports. Joists shall be sup- have not less than 1.5 inches(38 mm)of bearing on wood or ported laterally at the ends by full-depth solid blocking not less metal and not less than 3 inches(76 mm)on masonry or con- than 2 inches(51 mm)nominal in thickness;or by attachment crete except where supported on a 1-inch-by-4-inch(25.4 mm to a header,band,or rim joist,or to an adjoining stud;or shall be by 102 mm)ribbon strip and nailed to the adjacent stud or by otherwise provided with lateral support to prevent rotation. the use of approved joist hangers. Exception:In Seismic Design Categories DI and D2,lateral restraint shall also be provided at each intermediate support. R502.6.1 Floor systems.Joists framing from opposite sides over a bearing support shall lap a minimum of 3 inches(76 R502.7.1 Bridging.Joists exceeding a nominal 2 inches by mm)and shall be nailed together with a minimum three 10d 12 inches(51 mm by 305 mm)shall be supported laterally face nails.A wood or metal splice with strength equal to or by solid blocking,diagonal bridging(wood or metal), or a greater than that provided by the nailed lap is permitted. continuous 1-inch-by-3-inch (25.4 mm by 76 mm) strip nailed across the bottom of joists perpendicular to joists at R502.6.2 Joist framing.Joists framing into the side of a intervals not exceeding 8 feet(2438 mm). wood girder shall be supported by approved framing an- R502.8 Drilling and notching.Structural floor members shall chors or on ledger strips not less than nominal 2 inches by 2 not be cut,bored or notched in excess of the limitations sped- inches(51 mm by 51 mm). fled in this section.See Figure R502.8. 92 2003 INTERNATIONAL RESIDENTIAL CODE® /1 %i y > , . I ;;//1 ::..:2.-S.5'..,..c.;,,,,,"e'Vel .. __.... .. .__ . . r .._. . I- ! I I • ! • .._ I , „I ; 1 , . 1 I I . . .--,--,'..^,..;*:.''..t ..-,f.;- •'.--4.,T,';',.:;..-;::-'rr„;.''-';:1--'''.. ''''''...-4',,e,:,...,;..._1.-.'*' ,,,,....,:,. .....„,- ---------- . ____ ... •. . -,--',---' ..----- 1 ..._ ' ,.....„ : 1 \ - . . , ' , C r Y f C1 1 U HAVE: Al_SOLTIRIALS APPIMPF_OR ONE HOUR FIRE RESISTIVE UCTION°NIUE GARAGE SIDE: n 0 5W8'TYPE'X'GYP BOARD(HABITABLE SPACE ABOVE)OR ## C 1/2'GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEILING) 2 OPENINGS BETWEEN GARAGE AND RESIDENCEpSHALE DOORS NOT�LESS THAN 1 SISWOOD ' OR20MIN FIRE RATED E , 1I . (Xf) C a :fie 1 ,w.a\(.7C',41_,iO4,, I)1_t ,14'„ Min. 4 ft Brace Wall Panel per R602.10.3 & R602.1.0.4 ,. ir�y �a L, Min. 2 ft 8 in. Alternate Brace Wall Panel per 8602.10.6 (X4) w,r4. L.o,.� E ,i,4 S Min.. 16, 1$ or 20 in. APA Portal Frame Bracing (X i _ g 'x y' X o X Loc s �,N. Engineered Shear Wall Bracing ',r.r�"'^` t JQ Lti'' '/ /`sj-A f LANDING required on both sides of exit doors with mm. size of - ' 3 ft.measured in direction of travel by 3 ft. or width of door if -") 1/ 6/ greater,and not lower than 1 V2 in.below threshold.Landing e? , Ii H44jt,,:-., ,, ; ,nabie required at other exterior doors is a minimum size of 3 ft travel distance by width of door,and not lower than 7 3/4 in. below ' threshold provided the door does not swing over the landing. C _ _ _t _,,e,,.< _._ ), )/i r---- jj . :. FAA/ � 1t " ik 1 LI >c / �. aki,rt -1-ng: rf,rr!e 2la .\ x — rti ( SAFETY GLASS '.* /I ....4-- -- P --- ,. ,, , i (p—kx.2.7-7- 6 11.4;iIp0 , ,Z) WA LL- U wG ` 't .Fr)1i5.4 e Li,,,y ,,..,i — �...- ...,..._ ___ 1o4W6J c/. : 1 , M i,I v y'v) f r . �.`'V. 1 t, • tj " 51,1 1-1c,l, (x 3, ri, ;, 0‘)-t(2,}- (X!7) WHEN INTERIOR ALTERATIONS,REPAIRS OR ADDITIONS REQUIRING A PERMIT OCCUR.OR WREN ONE OR MORE 1,1 6{-r (:k:?) SLEEPING ROOMS ARE ADDED OR CREATION'EXISTING DWELLINGS,THE DV FLUNG UNIT SMALL SE PROVIDED WRH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW `? c . DWELLINGS. SMOKE ..ALARMS SHALL BE INTERCON- NECTED AND HARD WIRED IN SUCH A MANNER THAT THE ACTIVATION OF ONE ----- r fi ALARM WILL ACTIVATE ALL ALARMS. � � }/ � a, '"s°/;'''� Q .SdfF` T",� (BEDROOMS, AREAS APPROACHING �" I � � a BEDROOMS, ' VAULTED CEILING �` " WITH RISE OF 24•&ON EACH FLOOR) , ;`"', '" [si i 4'1 =" Ws•i`,`�``�Le) - • - e C 1 1„p ix 0 �° w= tc D �/ ' !� f r)C( £77 fly ., /06 . ,44i t. t \-, i�r/' 741{�.:Q)i G j a 2,2.22 _ , 2 , 5-. 1,Li X GAWI ges ' ,_._,,,, : j--x. ftp -- .'4? IdAt*,+h v Crwr 6fe'I',.6, 21 J i` µ Y. J, - o lz----‘ , / ` k / tpe( I a 1 r7t it f ._..,_ .w.-�. „,,,,,..- ..._..: ..,.... -- ga --1--0✓r/10 f2- 6?-ve 1),/_. Li e J.:,57t-.-..,,,, , c...r , -- ;' • 1 . i ' . . __— - . .. . .-_—___...,„..._, ,_ , - ,•-,...._:,: ... ......-..,,,,,...--,,.... • 11 1 • i . ) 1i 1 it.:3;./..i°„51-i,•,./.(,;. 1 i a 1,,,tz A et,..4•!: 1 1 -4, i 7_42.0'1 - ,61- --- I, --, 1----' 1 -_—_ iii..?) ,,Idcr,,,,,•.,/i s.....,..:ft,,,,,, / .:J i r es r 6 --: . . .. ......._ ; --. .---.-LL,:--:•----,•4•L,----:- ::-'-:-•---:. .L'..'".., ',':.,, ..,- -:::.:.:,..!•f. .L-...,.__1. I - _....... ___.....,.._ . • . ..,_-..-...1....w...:**,4..... ............44.. .....‘«.4:7::;4,4:Ct4):...ZL,..::::::::::::... ...' 4..7,...'.:.:21'42:2,. .- -.-— -..-,---,•- ...-...,---.--,------,-^.,..----, -^ -', — Q.) i1urn...A 1--outirit.-T-wl- ONCRETE TO COMPLY TO IRC TABLE 404 1 1(1) ., A - -r, - - („ ",,,,,_ 1 FOUNDATION WALLS-3000#PSI f. SLABS,GARAGES,CARPORTS &PORCHES-3500#PSI . , ALL FOOTINGS MUST BE CONTINUOUS , I / --- 11-7 — 7 ---------- ,L v%iv....-ri(:_ia,...._ o.;._ . , Radon Mitigation System Required With 6 mil Vapor Barrier Minimum depth for frost protection in the City of `' -- Spokane Valley is 24 inches measured from the bottom ill i j 1! of the footing to finish grade. Grade slope away from I 1' building a minimum 6 inches in first 10 feet. 1 11 /2:,,..xi,,,--r-i,,i,,,-, - , = - . - ''--1E'r----° 'j ' 6-1-Hkk., xvootir,•6,„ „: \:, -., - ' i• --i. ' . - , . ' • • '. - ' - • < tv.1.4-L....L. .._. ..,7-7-777,77 __- j -1--.11-,--------------1•:---1-1-2---_ __:::„ '"-,.:_.!,----—.2.—__2_._ •______:_....„.,. ' '/' 7 - Foo-7-7,,,i:- �r', , �c-`K. r d " J L i����Jt,r ,��� sly •� X /tom \ � \ ! '�f‘li k t� r�n.,ni �1F'�'-fix"-} . / V l'E WI IA ST, ALL i 5 N p `:1f?i` /"/nNn `�,\ ;-ij - L E lb 7:`i p€S-7- ,?r/ u':%C;°,r, yr ,--..1' - 1-,_1." rLt- Af- (-IA-11> vi L ef+ it,ni,E'J / Lf2' R�8n-K> • t -oVfD E SOL IL BLOCKING UNDER ALL COLUMNS t J)ti{! 3 If BEARING WALLS AND SHEAR WALLS. o t�� PROVIDE DOUBLE JOINTS(MIN)UNDER ALL WALLS r"' 1 L= PARALLEL TO SPAN U.N.O. _ _ .-. ._...__.� __ � �. r — PROVIDE DOUBLE STIRS(WN)TO FOUNDATION — _� 1' y UNDER ALL HIP AND GIRDER TRUSSES U.N.O. '\ ;' • isi R( I PROVIDE SHEAR CONNECTION FROM INTERIOR ! SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. t, , j , ; ki 1:1‹I a �°'�_ /rte is c,- �-i,rc J-41:6,�� /' 1 i / / Under Floor Ventilation 1 f 1 Sq Ft per every 150 Sq Ft of under j ' Pl yirvoa b f,�, :r space area. 1 ventilating opening shall r ce within 3 feet of each comer.Openings 1 / to .. -..-_ ;r+' - .- _-. sF:t8111:4 Gov@ dvinthappraved anal. Y M r, ! r t . t i i Ti - �, .r:� s .��. I 1 � , <.: �1 r` �� Under floor i Clearance 18 `I — _ , ; .? ._. r (:),h n .,_......-, F.K. e I Ire Q E 1 t 1 S i' i ,+..., . 1 i i , , ,. ,, ,./ .‘,...._ _....... k,,,...., . , , ,, , , Sj n/- i. 1 . -0--•-•.:_. ri . _,.. ...........,,,.. ( ! 1 ., . a mAo 67 1, I I ; - - 1-•,- 1 ;; FT ITI. T.f.7 z,---. -:-T • t; I 1 I 1 .,,,,-/---.'---i- 2 4'"X Z il !I ;1 'I I; ; ; ;; ; 1 I ----.), : : I'L' ;),1=._z, _ :-,-_.---- -, -:-,_ ,,„„, ,,„.„; L., fti...•. T '171 17 i Z / / ce,ce A>(10/81 )1,_2/,,,,,,, s F70,,K, ..:7-0, .. 1 . / r, .2,,,ri- , --71----y 0 s-e•..---.I:, 5 lilc,-:, 1)5/_. 1-X/3 • i fiip,,,,,, FLit,1 ) • , I , -_-_,..... / Il /''''' '1,i I 2 7 C / :Z//0 l' 0 .'•:1 6: (Xj"it'\i'- . 1 43-4\j- •I r ,i,F.,,,, ,:::: . 1 u Nic,..,Arh..,,,,,; ' 1 , .., , s _t____ • , ... .,:‘, ay V , It . Zi t ..,' ,.." ., , ........ ---- , /....,t I p'.e' e i ' of (18?())4 ....140,•••", ,,, .. I1 .............-. ---......-.-... .- ..y.t, V I i 1 1 . 1 t ,..4 7 " 1 i -.9 -Z f t 4... AkA ix) .,&--t.,149CN t Ai G--- 4: 1 te i/8" GAP cto%Ai 0 BEATWINGSH.-- 4:11g 310,.60 ---- --' le DV E Rti at4 6 , 14/VEArrE0 vorrillgalasi ..".' P.P.CP P elks,/ • . .. • • C11 / ' , H I 5416,it-J-. 64.e•i-1 / 1 --' i m - --K- / ---- . / , i- - , , • - , - . / /g'' 0 45,r,/-tii-'.•;g..c .i-,..,- f\—_, ..„____ , .... .....L. . •‹-_C H i • ..._ 1 at, ,, I i ' . 1 * I I . \ . i ; 1 • , i \ = \=, 1 , , • , ,",,''. , ,1‘,A,tCi)i..---.',-,,---.‘.4..-*..' „• 'T-r..‘.,'Z„./„,..,..,,;,i ePd erwro:vot ieti rorttona.otsitsa5pt0i o%hF pii space n the up per 7:rtonofotarea ../N. )I. ....-:- '.- .. ,. . k• • — . __ ___ ,.„,_ i - '''''''''' ' --•A' ''''''''; g li;CS / Y,•-'1'.- ' --• i.----- - - if i °TL=1-•!-;.;;-','/Z,orr--14.„i4 ce.;t, ! ''. 1 t' 0,,,,*A k z , \--. 't f Attic Accessible •-•,.., 1 A vt• ('-- 44t,..... 1 i 1 I : 1 &Crd\A**-1 :-. ”%A.-s--' '''-' 7"---1---.A,'-'N.-- ----\\,:-----N.--.17 /r\-'•--"''--------- ' -''''''1 . -,..,_ H !t :. , .,,,e.r---,---__— —_----. —-----.-------------- i ...\... :. w....16. I ? 1 ,' , i 1 e'Attic Accessible 6 .( by22x30" . f 1 ! 1 , \il irl`,1`"" A ryr 1 _et•-•,___ PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO HELD INSPECTION CORRECTIONS ', ,,,i,�c:, . t 1 s . Ji t . Ji oaf, REVIEWED FOR�a0�?T COMPLIANCE .0 SPOKANE VALLI-'°°+B Ai. rDIVISION f�. id