Loading...
2006, 06-22 Permit App: 06002048 ResidenceProject Number: 06002048 Inv: 1 Application Date: 6/22/2006 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: Page 1 of 3 Permit Use: SFR, ELECTRIC HEAT ON SEWER Contact: ABRAHAM, WILLIAM L AND PATRICI Address: 4616 E 7TH AVE C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 891-8715 Group Name: Site Information: Project Name: Plat Key: Name: CARNHOPE ADD District: Sout Parcel Number: 35232.4507 Block: Lot: SiteAddress: 4614 E 7TH AVE Owner: Name: ABRAHAM, WILLIAM L AND PAT Address: 4616 E 7TH AVE Location:: CSV SPOKANE VALLEY, WA 99212 Zoning: UR -3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 6,750 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Driveway/Approach Originally Released: 6/20/2006 By: TMELBOU Originally Released: 6/21/2006 By: amblake Lauduse/Zoning/HE Conditions Sewer Review Originally Released: 5/30/2006 By: cjjanssen Originally Released: 6/21/2006 By: j_main Permits: Operator. AMB Printed By: AMB Print Date: 6/22/2006 Project Number: 06002048 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 05/30/2006 Page 1 of 2 Project Information: Permit Use: SFR, ELECTRIC HEAT ON SEWER Contact: ABRAHAM, WILLIAM L AND PATRICI Address: 4616E 7T11 AVE C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 891-8715 Group Name: Site Information: Project Name: Plat Key: Name: CARNHOPE ADD District: Sout Parcel Number: 35232.4507 SiteAddress: 4614 E 7T11 AVE Location:: CSV Block: Lot: Owner: Name: ABRAHAM, WILLIAM L AND PAT Address: 4616 E 7TH AVE SPOKANE VALLEY, WA 99212 Zoning: UR -3.5 Urban Residential 3.5 Water District: Hold: ❑ Area: 6,750 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Released By: 7441 Driveway/Approach Landuse/Zoning/HE Conditions Releas Sewer Review Released B Permits: Building Permit Contractor. OWNER Firm: OWNER Phone: (000) 000-0000 Operator: AMB Printed By: AMB Print Date: 05/30/2006 Project Number: 06002048 Inv: 1 Application Date: 6/22/2006 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Contractor: OWNER Description Qm Type Notes 1&2 FAMILY R-3 VB BASEMENT U R-3 VB DECK OPEN R-3 VB GAR WOOD U-1 VB Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW <7999 SQ FT Contractor: OWNER Item Description HEAT PUMP OR A/C 0-3 TONS VENTILATING FANS Contractor: OWNER Item Description TOILETS/BIDETS SINKS TUBS DISH WASHERS Operator: AMB Approach Firm: OWNER Phone: (000) 000-0000 Building Permit Finn OWNER Phone: (000) 000-0000 This Application: Total Project: Sq Ft Valuation Sq Ft Valuation 1,050 $90,688.50 1,050 $90,688.50 1,050 $15,750.00 1,050 $15,750.00 160 $2,400.00 160 $2,400.00 480 $9,120.00 480 $9,120.00 Totals: 2,740 $117,958.50 2,740 $117,958.50 Units Unit Desc Fee Amount 1 SELECT $1,094.55 1 SELECT $4.50 1 SELECT $437.82 Permit Total Fees: Mechanical Permit $1,536.87 Finn: OWNER Phone: (000) 000-0000 Units Unit Desc 1 NUMBER OF 3 NUMBER OF Permit Total Fees: Plumbing Permit Firm: OWNER Phone: (000) 000-0000 Fee Amount $12.00 $30.00 $42.00 Units Unit Desc 2 NUMBER OF 3 NUMBER OF 1 NUMBER OF 1 NUMBER OF Printed By: AMB Fee Amount $12.00 $18.00 $6.00 $6.00 Permit Total Fees: $42.00 Print Date: 6/22/2006 Project Number: 06002048 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/22/2006 Page 3 of 3 Notes: CONTROL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Payment Summary: Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount Invoice Amount $1,536.87 $1,536.87 $42.00 $42.00 $42.00 $42.00 Amount Paid $0.00 $0.00 $0.00 Amount Owing $1,536.87 $42.00 $42.00 $1,620.87 $1,620.87 $0.00 $1,620.87 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: AMB Printed By: AMB Print Date: 6/22/2006 Project Number: 06002048 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Protect Information: Date: 6/21/2006 Page 1 of 2 Permit Use: SFR, ELECTRIC HEAT ON SEWER Contact: ABRAHAM, WILLIAM L AND PATRICI Address: 4616 E 7TH AVE C - S - Z: SPOKANE VALLEY, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 891-8715 Group Name: Site Information: Project Name: Plat Key: Name: CARNHOPE ADD District: Sout Parcel Number: 35232.4507 SiteAddress: 4614 E 7TH AVE Location:: CSV Block: Lot: Zoning: UR -3.5 Urban Residential 3.5 Water District: Owner: Name: ABRAHAM, WILLIAM L AND PAT Address: 4616 E 7TH AVE SPOKANE VALLEY, WA 99212 Hold: 0 Area: 6,750 Sq Ft Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Driveway/Approach Originally Released: 6/20/2006 By: TMELBOU Originally Released: 6/21/2006 By: amblake Landuse/Zoning/HE Conditions *eased By:. Sewer Review Originally Released: 5/30/2006 By: cjjanssen Permits: Operator: AMB Printed By: AMB Print Date: 6/21/2006 Project Number: 06002048 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 6/21/2006 Contractor: OWNER Description Grp 1&2 FAMILY R-3 BASEMENT U R-3 DECK OPEN R-3 GAR WOOD U-1 Building Permit Page 2 of 2 Firm: OWNER Phone: (000) This Application: Type Notes So Ft Valuation VB 1,050 $90,688.50 VB 1,050 $15,750.00 VB 160 $2,400.00 VB 480 $9,120.00 Item Description RESIDENTIAL PERMIT FEE WSBC SURCHARGE SF PLNS RVW < 7999 SQ FT 000-0000 Total Project: Si Ft Valuation 1,050 $90,688.50 1,050 $15,750.00 160 $2,400.00 480 $9,120.00 Totals: 2,740 $117,958.50 Units Unit DSc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: 2,740 $117,958.50 Fee Amount $1,094.55 $4.50 $437.82 $1,536.87 Notes: CONTROL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Payment Summary: Permit Tvoe Building Permit Fee Amount Invoice Amount $1,536.87 $1,536.87 Amount Paid $0.00 Amount Owinp $1,536.87 $1,536.87 $1,536.87 $0.00 $1,536.87 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: AMB Printed By: AMB Print Date: 6/21/2006 Spokane %ll Permit Center 11707 E Sprague Ave, Suite 146. Vt1titIg2)F6 '-0\ . Community Development Residential Cont Permit Applica>� s okanevallev.ore MAY 2 6 2006 L4tction PERMIT NUMBER:QC 3 PERMIT FEE: w Construction ❑ Accessory Bldg Addition/Remodel ❑ Deck ❑ Other: SITE ADDRESS ASSESSORS PARCEL NO:.. oZ.3�. i/.."5-0 r7 LEGAL DESCRIPTION: Bpildmg Owner; Name: J! 1 / i ,rr/ Z%i Irl Address: / 1,2 NV11, �.J e�.5. /1'J City: Sf� NS State: iv At Zip: 9f04 Phone: % T9/ F5 F .709' ?dc ;C tat Terson Name: l y r q i — L — Phone: 5o '5/11 -- 9 12 Describe the scope of work in detail: Contractor Name: Address: City: State: Zip: Phone: Fax: Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ d ood k**Th 11 'n MUST be complete• (write N/A if not applicable)********************** ..--------- HEIGHT TO PEAK: owt DIMENSIONS- a wn 3g' # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG:; _1� 0 0,52) 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: Writ%r_ 0 IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: .� GARAGE SQ. FTG: `18 D O K DECK/COV. PATIO SQ. FTG: '' / 60 30% SLOPES ON PROPERTY: # OF BEDROOMS: r2 CONSTRUCTION TYPE: .�9L1J fit r HEAT CE: e.,- r/ c. SEWER OR SEPTIC? Ste, -e -P Cir. - 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. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application can be processed. Signature Method of Payment: ❑ Cash Bankcard #: Authorized Signature: REVISED 8!25/2005 ❑ Check Date ❑ Mastercard VISA Expires: 2 a VIN#: Sp©ane valley 117117E Sprague Afe Suite 106 ♦ Spokane Valley WA 99206 509.921.100D 1 Fax 509.921.1006 ♦ cityhaO@spokanevalley.org Residential Pian Submittal Minimums ❑ Completed Building & Mechanical application with: Accurate address, Parcel Number and/or Legal Desciption, description of work, owner and contractor information, signature, and date. ❑ 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 eldsting house and square footage of any additions. O All braced wall panel types: show locations and details of installation, including engineered design. ❑ Egress windows: Provide at least one window or e>derior,door approved for Emergency escape or rescue from a basement and in every room for sleeping. O Smoke detector bcations ❑ 22' X 31)' 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 O Roof framing plan and details ❑ Furnace and hot water heater location. ❑ All header locations: type, size, and connections ❑ Foundation plan ❑ Insulation information 1 SPOKANE COUNTY DEPARTMENT OF BUILDING & PLANNING 1026 WEST BROADWAY AVENUE • SPOKANE, WA 99260-0050 Site Information Project Information Site Address: 4614 E 7TH AVE Parcel Number: 35232.4507 Subdivision: RANGE Block: Lot: Zoning: UNK Unknown Owner: ABRAHAM, WILLIAM L AND PATRICI Address: 4616 E 7TH AVE SPOKANE VALLEY, WA 99212 Building Inspector: Water Dist: Project Number: 06004133 Inv: 1 Issue Date: 6/21/2006 Permit Use: SEWER CONNECTION - CARNAHAN Applicant: ABRAHAM, WILLIAM L AND PATRICI 4616E7TH AVE SPOKANE VALLEY, WA 99212 Phone: (509) 499-2792 Contact: ABRAHAM, WILLIAM L AND PATRICI 4616 E 7T1I AVE SPOKANE VALLEY WA 99212 Phone: (509) 499-2792 Setbacks -Front: Left: Right: Rear: Group Name: Project Name: Permits Server Connection Permit Contractor: OWNER License #: OWNER SEWER CONNECTION 1 $85.00 PROCESSING FEE 1 $15.00 Total Permit Fee: $100.00 FOR SEWER INSPECTIONS CALL THE UTILITIES DEPT AT (509) 477-3604 FROM 8:30-5:00 MONDAY -FRIDAY PRIOR TO COVER. ONE WORKING DAY NOTICE REQUIRED. PERMIT ALLOWS FOR A 30 -MINUTE INSPECTION. ADDITIONAL INSPECTION FEES APPLY APT ER 30 MINUTES. THE INSTALLER IS RESPONSIBLE TO INSURE ALL WASTEWATER DRAINS ARE CONNECTED TO THE SEWER AND MAY BE REQUIRED TO PERFORM TESTS FOR VERIFICATION. INSTALLER IS TO FIELD LOCATE AND CONFIRM THE ELEVATION AND POSITION OF SEWER STUB PRIOR TO ANY OTHER EXCAVATION. SEWER STUBS ARE TO BE CHECKED PRIOR TO CONNECTION TO ENSURE THAT THEY HAVE ACCEPTABLE GRADE AND ARE CLEAR AND UNOBSTRUCTED TO THE MAIN. SEWER LINES SHOULD BE CONSTRUCTED TO ALLOW FOR GRAVITY FLOW FROM THE LOWEST LEVEL OF THE STRUCTURE. THE INSTALLER AND THIS PERMIT MUST BE PRESENT AT THE JOB SITE AT THE SCHEDULED INSPECTION TIME. BOTH STATE LAW RCW 19.122 AND COUNTY CODE REQUIRES THE INSTALLER TO GIVE NOTICE OF EXCAVATION TO OWNERS OF UNDERGROUND FACILITIES. CALL 1-800-424-5555 BEFORE YOU DIG --AT LEAST 2 WORKING DAYS IN ADVANCE. SPOKANE COUNTY CODE REQUIRES THE INSTALLER COMPLY WITH ALL REQUIREMENTS OF THE WA STATE DEPT OF LABOR & INDUSTRIES, INCLUDING THOSE RELATED TO TRENCH SAFETY. 1 Payment Summary Total Fees $100.00 AmountPaid 5100.00 AmountOwinn $0.00 Tran Date 6/21/2006 Processed By: DOMPIER, DAWN Printed By: WENDEL, GLORIA Page 1 of 1 Receipt # 3301 Payment Amt $100.00 PERMIT 1 CONTROL AREA FOR DRAINAGE MORITORIOM SEE MAPS FOR SPECIFICS Tuesday, May 30, 2006 12:11 PM MapOptix 4.2 Interface Tools es Layers PIO Ei1E01 'on; Page 1 of 1 I Parcel Selection Method: O 135232.4507 Site Address: http://dorado/mox42/index. cfm?action=mox42_if_prism&screenHeight=452&screenWidt... 5/26/2006 5,1re. PI...A _ ;4 4/ 50 • Ave - e PLANNING DEPT. APPROVED By•C DATE. 5- I 3D I ao _ /F,76 94A/qt- Vddely C...)/) 5;1,24; j.),..z . .309 3 .b,•7 .5 -de kite s5 41 "c ve.,yey PAtete 5-ceda , 145-0/7 15-4 -1.40 cc" ej4 4ei / s6i,e& co.4.-00/yer co -y-: dip e Irr 1,5 0 A) . 4/9_,Die:00 1. WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS°4 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 Option Glazing Areal': % of floor Glazing U -Factor poolsWau12 U- Ceiling2 Vaulted CeilingBelow Above Grade Wall? int` Grade Wall? ext4Slab Below Grade Floors 6 on Grade Vertical Overhead'1 Fador I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 II. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-58 R-21 R-12 R-30 R-10 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-56 R-21 R-12 R-30 R-10 IV. 25% Group R-1 Occupancy Only 0.35 0.58 0.20 R-38 / U=0.031 R-30 / U=0.034 R-21 int' / U=0.054 R-15 R-12 R-30 / U=0.029 R-10 / F=0.54 V. Unlimited Group R-3 Occupancy Only 0.35 0.58 0.20 R-38 R-30 R-21 int' R-21 R-12 R-30 R-10 VI. Unlimited Group R-1 Occupancy -Only— 0.32 0.58 0.20 R-38 / U=0.031 R-301 U=0.034 R-21 int' / 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 Iisted. 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. WSEC Builder's Field Guide 5th Edition COOPERATIVE EXTENSION WASHINGTON STATE UNIVERSITY it ENERGY PROGRAM U 1-7 FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Max. height 10' Extent of header (Two braced wall segments) Extent of header (One braced wall segment) • <�a 33 Tte- - ti? ets=i salidgA ff3��vyi gs ...:p4s, 2' to 18' (finished width) Fasten sheathing to header with 8d common nails in 3" grid pattern as shown and 3" o.c. in all framing (studs and sills) typ. Top plate continuity is required per R602.3.2 1000 Ib header -to -jack -stud strap on both sides of opening (Install on backside as shown on Side Elevation, Ref. No. LSTA24) Min. (2) 2x4 typ. If panel splice is needed it shall occur within 24" of mid -height. Blocking is not required. Min. width based on 6:1 height -to -width ratio: For example:16" min. for 8' height Braced wall segment per R602.10.5 No. of jack studs per table R502_5(1&2) Min. 2"x2"x3/16" plate washer Ri Anchor bolt per R403.1.6 Typ. E' 4i.us.,i.;'\ 3E Foundation per code Side Elevation Sheathing filler if needed 16d sinker nails in 2 rows @ 3" o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale 57 4-e P Icky) 50' —7 Av.. Owl/tar it LA) i 1 I (own ale tetuttourri 4caress ii 1 9 .20 n/(;r..e.kto_e_ie.-tos Pik Spatz ork1 if )ex qg 0 16 Pkonz 6 f -1-e_ Mcitet2ss 1-1/0 I/4 Spo kttyte tkatest.. iskAq 0 ( h 3“-i lab- I 0 co vugy- Poorce 4 1. ST .2:3 . L i CO7 1--44- Size. : 6 15D s7 P- Lesai t L_04- LI 2114 / Of Corn kope MS, 'tape tete I Po Lett-- S corer I. 6 okata- C.ovvi.Ay LW 1 i4iteS Pete ( DeP T 1156)p Raalo�t (Loci(. Ell 1 wvo � � 3 U f'` s cc'- , ✓b'r ct (1 P -c i'00 � Da�5 k I rKX- = L,JCi 15 Q I r �• `I. ll i (TPC 508.2 Water heaters 4000000000000000 — require anchoring or y strapping at upper and lower one third points to prevent i° horizontal displacement during earthquakes. Strapping shall be a minimum of 4 inches above controls. eeea. Wt W tnPo rr \' fO�< -rq'CKt#jb, CnNC"-ra P74 -D UI/O GON'r'I.Vu.J+t-! ��,'� Q' �! !1 t Ro4l <\ qQ2 I ,= 0ep 11 I� Egress windows openabliS 5.7 sq. ft. - 44" sill Q I r �• `I. ll i CONCRETE TO COMPLY TO 1RC TABLE 404.1.1(1) FOUNDATION WALLS - $000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS, PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEARWALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLfLTO SPAN U.N.O. PROVIDE DOUBLE STUDS (MIN) TO FOUNDATION UNDER ALLHIP AND GIRDER TRUSSES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TOTRUSSES OR JOISTS ABOVE. Blocking required, at mid height inurifinished bearing walls ALL FOOTINGS MUST BE CONTINUOUS j P� . u o> ✓� 0 _30# felt for ice dam protectidn _ meq.) To i¢" INSI'0b �l SX'rakraA W hr-' e Attic Ventilation y� 1 Sq Ft per every 300 Sq Ft of space 4+ ` r)&” ventilated with at least 50% in the upper �J �y �eo ' nt portion of roof area. 00 q9 1 /8° GAP 5 BETWEEN SHEATHING; Al� N1101.3.1 Attic insulation certification required as to V R – value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 1 br inch high numbers for installed thickness of insulation. Edi _ iicces �\ CEILING: Y:" GWB if perpendicular to rafters or ®fib trusses 24" O.C. and no water based texture used— otherwise 5/8" GWB. L $o11014X Floor irai'bF .101 Ll-ap alp R, 2'' - 'X�yj tot. -I 4Jio, V . I t 5 )PD\A �a ok i� �� )000- a� Anchor Bolts- Minimum''/z" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. 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. Na Radon Mitigation System Required With 6 mil Vapor Barrier ROL40 t1 Rbcvk I�N,�Stu-��P• Q LANDING required on both sides of exit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than I % in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 3/a in, below threshold provided the door does not swing over the landing. j .3- a><�o W/ YA'P ly IkeoAw Sµ°✓F SMOKE ALARMS' SHALL ME INTERCON- ANECTED AND HARD WIRED IN SUCH A DoeMANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING SEDROO`MS, VAULTED CEILING WITH RISE OF 24. 6 ON EACH FLOOR) EXHA.UST'FANS 100CFM kitchen SU CF1VI Uafhrooms &laundiy i'a �KT2�t.oA_ Aft, Brace Wall Panellper R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing GYPSUM BOARD USED FOR I ITERI:ORBRACEQWAI L CONSTRUCTION SHALL BE FASTEN.eD NO FURTHER THAN T' O.C. EMERGENCY EGRESS REQUIREMENTS Ca. FROM SLEEPING ROOMS 0 1) NET CLEAR OPENING: 5.7 SQUARE FEET GRACE FLOOR OPENING (MAX 44') 5.0 SQUARE FEET 21 NiI Ct EAR OPENING HEIGHT 24 INCHES . 3, NET CLEAR OPLNING WIDTH 20INCHES I: M;,t I IM SHLD SILL HEIGdT 44'ABOVE FLOOR ;:G! 4C FSCAPE 8 RESCUE OPENING SHALL BE Q ''' '^i•: J;:0%1 THE INSIDE OF THE ROOM WITHOUT YS OR TOOLS LANDING required on both sides of exit doors with min. size of 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 V2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7'/. in. below threshold provided the door does not swing over the landing. Sir -,.i v, De. -b..► {'ok \ 1 7 �1 STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7 % in. & nosing of %-1 'Ain. Min. 6 ft. 8 in. headroom. Enclosed usable space under stairways requires 1 hour fire protection of %2 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. FIvof . 4„ 0P4C-&c cA.NtJo—, PASS tsr l P L G 44 c�.TS .v e �-*\'� s '(\ .- i 3-: - U'3 :0AO_.1!t1d' 1H-1 1 AUT,03`s8 ! Gj�!3 t:�i 09 DECKS: Ledger board requires /211 lag bolt (ate 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require a �as e and beam connectors. Min. 24 in. frost protection to finish grade with mmm . 12 . footing base. d 0 Q 'J o F) J � 00 zx �< cl ---, --+, i 3-: - U'3 :0AO_.1!t1d' 1H-1 1 AUT,03`s8 ! Gj�!3 t:�i 09 DECKS: Ledger board requires /211 lag bolt (ate 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require a �as e and beam connectors. Min. 24 in. frost protection to finish grade with mmm . 12 . footing base. d 0 Q 'J o F) J � 00 zx �< 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 REVIEWED FOR t:UUc SPOKAN�ALtEYB1 s6l0