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2007, 07-20 Permit App: 07002747 Residence Addition Project Number: 07002747 Inv: 1 Application Date: 7/20/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: db1 9di'k5w'4x"r..•Y±Y,uX✓q^_K;&"M kN 'M Bk415 9k5 aN!u"'s2r2a «s. .-,r�: -4.fl&n2i5!b 'p4&Fv'"A d a'r .a,-'5W S Eht "u�.eRvwNa=.e"h.?^dVa;;iu"kG kS«.':`+'ma_re4.i.,-:.k Permit Use: RES ADD Contact: DOUGLAS,TODD D Address: 11708 E 18TH AVE C-S-Z: SPOKANE,WA 99206-5444 Setbacks: Front Left: Right: Rear: Phone: (509)926-8545 Group Name: Site Information: Project Name: Plat Key: 001704 Name: MOUNTAIN VIEW 03RD ADD District: Sout Parcel Number: 45281.1203 Block: Lot: SiteAddress: 11708 E 18TH AVE Owner:Name: DOUGLAS,TODD D Address: 11708 E 18TH AVE Location::CSV SPOKANE,WA 99206-5444 Zoning: UR-3.5 Urban Residential 3.5 Water District: 007 MODEL Hold: ❑ Area: 17,250 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: lasfar::uees..a.; .. .r:_ .".1`NtatEMMN Review Building Plan Review Released By: Originally Released: 7/20/2007 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 7/19/2007 By: mharnois Permits: .:: Operator: JD Printed By: JD Print Date: 7/20/2007 project I'umber: 07002747 Inv: 1 Application Date: 7/20/2007 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 Building Height 18 This Application: Total Project: Description Grp Type Notes Sp Ft Valuation Sq Ft Valuation RES ADD R-3 VB 391 $35,721.76 391 $35,721.76 Totals: 391 $35,721.76 391 $35,721.76 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $502.35 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $200.94 Permit Total Fees: $707.79 Payment Summary• � . _ , , . .. _.F: ; Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $707.79 $707.79 $0.00 $707.79 $707.79 $707.79 $0.00 $707.79 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: 7/20/2007 Project Number: 07002747 Inv: 1 Application Date: 7/17/2007 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Permit Use: RES ADD Contact: DOUGLAS,TODD D Address: 11708 E 18TH AVE C-S-Z: SPOKANE,WA 99206-5444 Setbacks:Front Left: Right: Rear: Phone: (509)926-8545 Group Name: Project Name: Site Information: Plat Key: 001704 Name: MOUNTAIN VIEW 03RD ADD District: Sout Parcel Number: 45281.1203 Block: Lot: SiteAddress: 11708 E 18TH AVE Owner:Name: DOUGLAS,TODD D Address: 11708 E 18TH AVE Location::CSV SPOKANE,WA 99206-5444 Zoning: UR-3.5 Urban Residential 3.5 Water District: 007 MODEL Hold: ❑ Area: 17,250 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: ,; � u ; w ... ... .,.JP w t, . . ri.41.4A:m? 4'44,4 Review Building Plan Review Released By: Landuse/Zoning/HE Conditions Released By: 7 7//9/©7 Operator: JD Printed By: JD Print Date: 7/17/2007 Project Number: 07002747 Inv: 1 Application Date: 7/17/2007 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 Building Height 18 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation RES ADD R-3 VB -30 vV1 $35,721.76 391 $35,721.76 Totals: 391 $35,721.76 391 $35,721.76 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $502.35 WSBC SURCHARGE 1 SELECT $4.50 SF PLNS RVW<7999 SQ FT 1 SELECT $200.94 Permit Total Fees: $707.79 Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $707.79 $707.79 $0.00 $707.79 $707.79 $707.79 $0.00 $707.79 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: 7/17/2007 Scrry of 11703 E Sprague Ave, Suite B-3 PERMIT NUMBER: �)—ICA—' pokane Spokane Valley,WA 99206 PERMIT FEE: jValley.; (509)688-0036 FAX: (509)688-007 . ww (ary filei.O i'1 `,i iL, Community Development I, r mI`' Residential Constrton JUL 1 „ 2007 Fl New Construction Accessory Bldg Permit Application L Addition/Remodel fl Deck In) jell yi I': VI ! '''I {Other: SITE ADDRESS: \f Og G \% \ P \JP.L\. Z Y cA,c )''-6 ASSESSORS PARCEL NO: 45 a..sa\ 1• •••C)1 LEGAL DESCRIPTION: MOV N'7-A\c4 V U Building Owner: Contractor: \.JY\ f \t,.A.cic Name: Name: �ov��c V1 t`rx"\ C` Q�'- Address: izqAddress: ��t fir\ Crs Ai City: , 4.,,,,.;_N, C\\0 State: Zie, ( City: w State: Zip: Phone: ax: Phone: Fax: �`�—meq ICI Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: 1 \- c---,-- v,/, ),,.A s Phone: \"'-) -- c:9\-4)\ Describe the scope of work ri detaii�ltt•�� Cost of Project: $ ► Q"..,'3'9\ ,�l M ! X\'1 t `&iA:-\-vnV1 l 44\5 NN.0] ST2 :vt-- -- � i'• •NC A'' C'w(1.0A Arn, - -p.4Q N.tvt 1 14.a ."V V.N.`,.,,.` ,e vo '7V V,."\JX-l;0". w c�z.a... A Sca.t.[..... "\kt\-. ex1s v'. 04) . 3Q 1 sc1� ck 1 i S Proposed Use:J 0,,,,,, , V--,....-- vv---\ w f Q��v\ **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: #OF STORIES: TOTAL HABITABLE SPACE: \U I -P "`\'1 I MAIN FLOOR TQ Q. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: G K--AREA:ICP, -0. N Atk A, FINISHED BASEMENT GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON 14.1--1, � ASQ. FTG: N Al . t PROPERTY: el.{-- , #OF BEDROOMS:` ' CONS1TRI�TION TYPE: HEAT SO CE: SEWER',OR SEP IC? lV• ` #'(10N` C C.—_-A \S \V\ ce-`10Srh t The permitee verifies, acknowledges and agrees by their signature that: 1) If this pe•is for construction of or on a dwelling,the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances.6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be d. SIGNATURE: , DATE: "1\-\--'Ad—i Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 0/1"1\111111%, Spokane • Valley® 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.688.0036 ♦ Fax: 509.688.0037 ♦ cityhall@spokanevalley.org Residential Plan Submittal Minimums O Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature, and date. O Two sets of plans including Site Plan, elevations, floor plans, foundation plans With details, roof plan, framing plans & details. ❑ Show the height of any proposed buildings or accessory structures. ❑ Floor plan for each floor: Dimension to scale (minimum 1/8") and label each Room (including sq. footage of house and garage on plans) Show each level of existing house and square footage of any additions. ❑ All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or exterior door approved for Emergency escape or rescue from a basement and in every room for sleeping. ❑ Smoke detector locations ❑ 22" X 30" attic access location ❑ 18" X 24" crawl space access: ❑ One-hour separation detail: between house and garage ❑ Floor framing details: Joist type, size, spacing and installation details ❑ Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information r E-- L _ o 17 4. P Z0 4p--2 I) t1 ri - - — — — — — - - r- _ 0 v To 4 (7 A P I- tO n H U oD 61 fi Fs rn in DN L 1 Z. 4 W, 6 V' filIn +-- —� N r • _ T : 'U ! m 4 '5 --• r 0 i- -TP Vz L4 o y D13 ill r w v I 0 PGI2 a O Wp 7 P ." v N .Z o in-ti m 0 :{i e ..., w 111 -< Nrm 0 .. < 3n 0 � _I . Zn o � N r NI N A �►-/_ 0 h '° K x V" e^ l Amo -j �- P 80 4' D A N app 3 00 D A Py II to ,-- in it WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Glazing Glazing U-Factor Doors Wall12 WalVaulted l? Wall? Slabs Option Areal': U- Ceiling2 Ce ling3 Above Below Below Floors on of floor Vertical Overhead" Factor Grade Grade 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-56 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 ENERGY PROGRAM . . ,. . . . 1 , ,... 1 8"MINI.WIDTH IN AC7/16CORD° R602.3(1)AND BLOCKED AT ALL SHEATHING EDGES. f::. ih‘.4111:\1\4111/. 3SA NiBrScmHzEi N\A;:,T1 THHI:GA 3 L E NAILED WITH Sd COMMON OR GALVIN1ZED BOX NAILS WOOD STRUCTURAL PANEL b f-. . __...- = . (.., E z. ...., 1 WM I S' --- _ . ..,....,_ • 1 t ' . ii. . . ▪ _ . I SIMPSON UPLIFT i ,-..z :, ffi 1 BACK EACH STRAP _ STRAP ,...-,:. ri tg WIT A STUD .: nii--._ 1,800 POUNDS I -7--- - - • • RECOMMENDED HOLD . . R I '•.- • r...•4 =. • IN 8"FROM EDGE OF milsioMulm ;;Inviircitims, ,- •. . • B. BRACING PANEL -.:. •- . .. I .2•. ,•:: .. .. .. . , .. , ,••, . . 7 ...... _ • ,,a„,,m , ilillINIIi1113111511111:10 11.--"r-ziltiMIT •.111111111E11101VIVIV:.liMIli111111141111M1111TITINIMI1111101111101! •• • I •• •.... IN FIRST STORY OF i".'. "." •". ".••. ° '•'. ''• •. • i • •, TWO-STORY BUILDINGS, , SHALL HAVE AT LEAST THREE " 1 ANCHOR BOLTS,PLACED AT 10-=-441;:n• . sliguergaml iinIIIMIllfill41114111111C113111;11131VIINITI' ONE-F1FTH POINTS • 4 './A 1).11 '10 '15 I " \ 'r•P..'h•: .'1,•.4..b• .4% • A'. • 0, • 0'. • ' • • '.' • '' • ' .' • '.' • '. •• • '.' 1 • '..i • '.' ;•' • ...' • ...• • '•• • .'0,1' , .'1,4 .4 0. '''''a .•... .'a °..'a °. .-:'•.'a ...*a ...'a '•'''. ''''a '''''a ''''a °•••a ...'a °.'a °.'a ' !, • 0, . d, . 0, . 0, . 0, . 0, . IP • SIMPSON UPLIFT STRAP .0 . d, . 0, . d'e. . d•• . 46, . 0, . 0, . ''.'a °•• ''a '''•a '• °•.'a °•.'4 '''' 3,000 POUNDS .• . '• • '. • '.• . ',.• • '.• la '2.. I. %; 4 TWO ANCHOR BOLTS INSTALLED IN ACCORDANCE • • WITH FIGURE R403.1(1)SHALL •• . .1. . 0, . 0, . 0, . A% . 01, . .6% . 0, . .5, BE PROVIDED IN EACH PANEL. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER 4C1.1. fcEr5P.S -To? +150 —re5 m SCALE:I''=I'-0" POINTS 0 F F-0 u NI 0 kli 0 NI A L.i.-.. _ - • t i i . r-r1 . PANEL 1:(,02.10.6 ALTERNKI L BRACLI)IV k.LL PANELS + 1...........-• ROOF-CEILING CONSTRUCTION TASLE 7:a12.5.1(3) RAFTER SPANS FOR COMMON LUMBER SPECIES (Ground snow load=30 psf,ceiling not attached to rafters,UO=180) DEAD LOAD=10 psf DEAD LOAD=20 psf 2x4 2x6 2x8 2x10 2x12 2x4 2x6 2x8 2x10 2x12 RAFTER Maximum rafter spansa SPACING (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (feet- (inches) SPECIES AND GRADE inches) inches) inches) inches) inches) inches) inches) inches) inches) inches) Douglas fir-larch SS 10-0 15-9 20-9 Note b Note b 10-0 15-9 20-1 24-6 Note b Douglas fir-larch #1 9-8 14-9 18-8 22-9 Note b 9-0 13-2 16-8 20-4 23-7 Douglas fir-larch #2 9-5 13-9 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1 Douglas fir-larch #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 Hem-fir SS 9-6 14-10 19-7 25-0 Note b 9-6 14-10 19-7 24-1 Note b Hem-fir #1 9-3 14-4 18-2 22-2 25-9 8-9 12-10 16-3 19-10 23-0 Hem-fir #2 8-10 13-7 17-2 21-0 24-4 8-4 12-2 15-4 18-9 21-9 12 Hem-fir #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 Southern pine SS 9-10 15-6 20-5 Note b Note b 9-10 15-6 20-5 Note b Note b Southern pine #1 9-8 15-2 20-0 24-9 Note b 9-8 14-10 18-8 22-2 Note b Southern pine #2 9-6 14-5 18-8 22-3 Note b 9-0 12-11 16-8 19-11 23-4 Southern pine #3 7-7 11-2 14-3 16-10 20-0 6-9 10-0 12-9 15-1 17-11 Spruce-pine-fir SS 9-3 14-7 19-2 24-6 Note b 9-3 14-7 18-8 22-9 Note b Spruce-pine-fir #1 9-1 13-9 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1 Spruce-pine-fir #2 9-1 13-9 17-5 21-4 24-8 8-5 12-4 15-7 19-1 22-1 Spruce-pine-fir #3 7-1 10-5 13-2 16-1 18-8 6-4 9-4 11-9 14-5 16-8 Douglas fir-larch SS 9-1 14-4 18-10 23-9 Note b 9-1 13-9 17-5 21-3 24-8 Douglas fir-larch #1 8-9 12-9 16-2 19-9 22-10 7-10 11-5 14-5 17-8 20-5 Douglas fir-larch #2 8-2 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2 Douglas fir-larch #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6 Hem-fir SS 8-7 13-6 17-10 22-9 Note b 8-7 13-6 17-1 20-10 24-2 Hem-fir #1 8-5 12-5 15-9 19-3 22-3 7-7 11-1 14-1 17-2 19-11 Hem-fir #2 8-0 11-9 14-11 18-2 21-1 7-2 10-6 13-4 16-3 18-10 16 Hem-fir #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6 Southern pine SS 8-11 14-1 18-6 23-8 Note b 8-11 14-1 18-6 23-8 Note b Southern pine #1 8-9 13-9 18-1 21-5 25-7 8-8 12-10 16-2 19-2 22-10 Southern pine #2 8-7 12-6 16-2 19-3 22-7 7-10 11-2 14-5 17-3 20-2 Southern pine #3 6-7 9-8 12-4 14-7 17-4 5-10 8-8 11-0 13-0 15-6 Spruce-pine-fir SS 8-5 13-3 17-5 22-1 25-7 8-5 12-9 16-2 19-9 22-10 Spruce-pine-fir #1 8-2 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2 Spruce-pine-fir #2 8-2 11-11 15-1 18-5 21-5 7-3 10-8 13-6 16-6 19-2 Spruce-pine-fir #3 6-2 9-0 11-5 13-11 16-2 5-6 8-1 10-3 12-6 14-6 Douglas fir-larch SS 8-7 13-6 17-9 21-8 25-2 8-7 12-6 15-10 19-5 22-6 Douglas fir-larch #1 7-11 11-8 14-9 18-0 20-11 7-1 10-5 13-2 16-1 18-8 Douglas fir-larch #2 7-5 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6 Douglas fir-larch #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2 Hem-fir SS 8-1 12-9 16-9 21-4 24-8 8-1 12-4 15-7 19-1 22-1 Hem-fir #1 7-9 11-4 14-4 17-7 20-4 6-11 10-2 12-10 15-8 18-2 Hem-fir #2 7-4 10-9 13-7 16-7 19-3 6-7 9-7 12-2 14-10 17-3 19.2 Hem-fir #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2 Southern pine SS 8-5 13-3 17-5 22-3 Note b 8-5 13-3 17-5 22-0 25-9 Southern pine #1 8-3 13-0 16-6 19-7 23-4 7-11 11-9 14-9 17-6 20-11 Southern pine #2 7-11 11-5 14-9 17-7 20-7 7-1 10-2 13-2 15-9 18-5 Southern pine #3 6-0 8-10 11-3 13-4 15-10 5-4 7-11 10-1 11-11 14-2 Spruce-pine-fir SS 7-11 12-5 16-5 20-2 23-4 7-11 11-8 14-9 18-0 20-11 Spruce-pine-fir #1 7-5 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6 Spruce-pine-fir #2 7-5 10-11 13-9 16-10 19-6 6-8 9-9 12-4 15-1 17-6 Spruce-pine-fir #3 5-7 8-3 10-5 12-9 14-9 5-0 7-4 9-4 11-5 13-2 (continued) 254 2006 INTERNATIONAL RESIDENTIAL CODE® I»v:Srr ,- Cx‘ST11-W.(, STavcn72E ► W1ag E . 1gTN ./v A ,4A.0) -7//‘ �R C►3 ,14(U( AW.L �x�Rr�2 WALLS Zxe " cos s-rQ'J v 4 ALL vs/ 11-I NCA25 NE -v•/ PASS rae. E 06Mo a RL- Lc1cPsv... JSc 6 d 1-4 NE A CA.rZ t opEr t 10 Fe PLL C -x1 -Q (l WALLS 'IN 5 v L h 1. W r 1 rL 4?,,C1-1-erk F1 SG.W24.L116 S PPPa (L 6 Ae SIS QXWST►1`IG 57 2 vc1WE 4c {a..lur.t��i t., d, SCS ' ► r�i O C1 w S t 1(T''L 3 .rL'Lc L` 11' WHEN INTERIOR ALTERATIONS, REPAIRS OR ADDITIONS REQUIRING A PI RMT OCCUR, OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREATED IN EXISTING DWELLINGS, THL DWELLING UNIT SHALL BE PROVIDED WITH SMOKE ALARMS LOCATED AS REQUIRED FOR NEW DWELLINGS. EMERGENCY EGRESS REOU EMENTS FROM SLEEPING NOOMS 1) NET CLEAR OPENING 5.7 SQUARE FEET GRADE FLOOR OPENING (MAX 44•) 5.0 SQUARE FEET 2) NET CLEAR OPENING HEIGHT 24 INCHES 3) NET CLEAR OPENING WIDTH 20 INCHES 4) MAX FINISHED SILL HEIGHT 44' ABOVE FLOOR 5) EMERGENCY ESCAPE 6 RESCUE OPENING SHALL BE OPERATIONAL FROM THE INSIDE OF THE ROOM WITHOUT THF'!SE ui KEYS OR TOOLS p, 2EA SQ'FT S lei 1 Ti SMOKE INTERCON- NECTED AND HARD S SHALL Be ARD WIRED INSUCH A MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS, VAULTED CEILING WITH RISE OF 24" & ON LF;CH FLOOR) 74-64( Vain. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 ✓Iin. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 /lin. 16, 18 or 20 in. APA Portal Frame Bracing ?ngineered Shear Wall Bracing tf O o2 (=RM)L_Y Rz M a.3 17 CLOSET w Ig r�4 GRAvJL SPPlC Ps c<GS' SmokE �EZCc'��R F LOQQ. L1\ & t,-0'' Lz) ket4eci 3t, 7 • Anchor Bolts- Minimum 1/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. sis 12,3404c n QT'S at." o,c. N3ez_ q$ O C- 8 .111 4 R� rz F-03-1-1‘46 t o" •,./, OE- x g,' OP wAil_ 8"w IOD-, 34" Th\ -L to YNTO Cx15T1r1` oo-r,N6 \) 'rat, 44 Qelocafl. 4" C rfN w l £Rox-1 /a� " LAP r^ NCS I �c w Au_ PROVIDE SOLID BLOCKINGEA L COLUMNS gEARINGAVALLS ANO SWEAR PROVIDE DOUBLE JOINTS DAN) UNDER ALL WALLS PARALLEL TO SPAN U14.0. PROVIDE DOUBLE SIMS TO FOUNDATION UNDER ALL WP AND 'TRUSSES U.N.O. PROVIDE SWEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. Minimum depth for frost protection in the City of Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. t-7 C2pW�SPAGE ' 1- &'' Under Floor Ventilation 1 Sq Ft per every 150 Sq Ft of under floor space area. 1 ventilating opening shall be within 3 feet of each corner. Openings shall be covered with approved material. Under floor accessible .by18"x24" Under floor Clearance 18" CONCRETE TO COMPLY TO IRC TABLE 404.1.1(1) falkaTitaSNWEIIECONTINUOUS FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI Ct7 W L SPADE vx`r 6XIG OUarn 2L_Acs( a f „ `E --Radon Mitigation System Required If Vents Subject to Closure 6 mil Vapor Barrier Required -tkze VTe mrhl CscISTitt6__ � - STR..Vetu2E n(ORT\A Gt,Gv AT1o1�( ASP1>PT core\P�SCr1; -1 11 L.AP 1 'ACC GC2 Av3l. sppcE J sWrf T VCt(T5 -4 . ' . 4 1*srr vw..1 .x‘s-rc-N-J�'a,C ��� pg 1$V•• W-41. 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. CEILING: '/2" GWB if perpendicular to rafters or trusses 24" o.c. and no water based texture used— otherwise 5/8" GWB. v1 1 Sq Ft ti Ventilation 1 SglFt per every 300 Sq Ft of space vth at least 50% in the upper portion of roof area. Attic Accessible bv22'x30" 4,. CoQ 1N'.5 SLC vA Tic( SC ANL4 `is\ � O faopz'rz To k, s --r' 1-46 sT+Z�1 GT Ji �„E \\'lc% \g-' •%Q,>P*r1E_ w , r R. - LAtt -1a 02 S"r''; E 1, FLo n, Toi3T 2NsUI-A CQ %/4.1Z." R-39 F‘Sc(2LENS, R sc) ?, 1 V APo2 3 WQv1 �+E2 -114 C CZf 41.. 5 Gft� ,c) se -IN v *4i4 EAS, aq-\51talC:. I I $ t} AcrASS 1-- I I3 111 e -P4 (L1D66 e1ng " 14" O.C. N4X Ji uJ 1'' Ii' St 7-07 t. IRe6 a, S-. (9 Agor-t'ror\ 'Co 5`TQ�uc.'�Xt_ 1E'1a53 ,�gr11 Sixes!? -k N.ALLE' `./-/f i -i 117 (-2-(x. C A Q. 2 Nq.11 F t0`rpt Cos 11. G 1.7R.V-'[`\KC- Gok Ti !NIG SIC CZ T 2E• 3VG1--l\5 'ir&/ 1-42+/CiA 411141 sIf - 7 7 P2v rxs5 & Aoo rriCA,I ION felt for ice da>n protection fN�cJ ate_ e °a u4("" Attic Ventilation 1 Sc+ Ft pei every 300 Sq Ft of space vent lated with at least S0% in the upper Nport on of i oof area. Attic Accessi ble 2' x 30" IN t N 43 2 - N L i t kJ G, /8 G P RE , v11 rN SH: ATHING te T1.0 41-14.1 1' �r,n4. L -T1 N 6- s -r cis rgL \ 0$ ,$ '� rI,NS s �vK P.N� �/A t LES wq EAST C- I= A-rs 1,1 FIN1.P 14 ALT 5‘1.\Hl,L S. r- - - SPP,Cc 1'1::)1 tIT rK.x'c 0 w ,--Tol Cxrs-1-114, NSP 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 Sine.' REVIEWED FOP COCA r'OMPI ANCE V.�4 SPOKANE LEIT 3i?i[ IN 3'.ISION :77 (q_ ©7