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HomeMy WebLinkAbout2007, 02-07 Permit App: 06001143 GarageProject Number: 06001143 Inv: 2 `Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 02/07/2007 Page 1 of 2 Project Information: Permit Use: 24 x 27 GARAGE W / 2ND FLOOR STORAGE Contact: FISCH, TIM & KELLY Address: 7203 E 7TH AVE C - S - Z: SPOKANE, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 921-9347 Group Name: Site Information: Project Name: Plat Key: 002144 Name: REMINGTON PARK, AMENDED MAP District: F Parcel Number: 35241.3706 SiteAddress: 7203 E 7TH AVE Block: Lot: Location:: CSV Zoning: UR -7 Urban Residential -7 Water District: Owner: Name. FISCH, TIM & KELLY Address: 7203 E 7TH AVE SPOKANE, WA 99212 Hold: ❑ Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 .Review Information: Review Building Plan Review Released By:., Originally Released: 04/10/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Sewer Review Originally Released: 04/10/2006 By: Mharnois Released By: Originally Released: 04/10/2006 By: amblake Permits: Operator: AMB Printed By: MT Print Date: 02/07/2007 Project Number: 06001143 Inv: 2 'Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 02/07/2007 Page 2 of 2 Building Permit Contractor. OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Deseription 6gr Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB 2ND 0 $500.00 0 $500.00 FLOOR STORAGE GARAGE U-1 VB owner 0 $4,000.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW Totals: 0 $500.00 0 $4,500.00 Units Unit Desc Fee Amount 1 SELECT $14.00 1 SELECT $3.50 Permit Total Fees: Plumbing Permit $17.50 Contractor. OWNER Firm: OWNER Phone: (000) 000-0000 Item Description Units Unit Desc Fee Amount TOILETSBIDETS 1 NUMBER OF $6.00 SINKS 1 NUMBER OF $6.00 Permit Total Fees: $12.00 Notes: Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owine Building Pernut $17.50 $17.50 $0.00 $17.50 Plumbing Permit $12.00 $12.00 $0.00 $12.00 $29.50 $29.50 $0.00 $29.50 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: MT Print Date: 02/07/2007 Permit Center Siio c ne 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 CPmmuni Devel t (509)688-0036 FAX: (509)688-0037 ty opmen vw,sookanevallev.otg Plumbing Permit Application PERMIT NUMBER: PERMIT FEE: ❑ Commercial ❑ Residential SITE ADDRESS: Building Ow,ter Namc. TLN r1 N Than: 921-934} Fax: Address: e..-4703 }9W City: SPOK/taeat J/11..L6-1 State: VA Zip: 9 Z - Contactor •• .. .. Name: Phone: Fax: Address: City. State: Zip: License No: City Business Lic: COPMe ... :: , rl :e. ,. ...•" I. '. .-.. .. Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X $6.00 2 URINALS X $6.00 TUBS X $6.00 4 SHOWERS (PER TRAP) BATH, STALL, ONSITE BUILT X $6.00 5 SINKS LAVS/BASINS, BAR, FLOOR KITCHEN, LAUNDRY, UTILITY, JANITOR, PHOTO, X-RAY, FOOD, PREP/CULINARY MEAT X $6.00 apo 6 DISHWASHER X $6.00 T CLOTHES WASHER X $6.00 8 GARBAGE DISPOSAL X $6.00 9 WATER SOFTENER X $6.00 10 ELECTRIC HOT WATER TANK NOTE: IF GAS SEE MECHANICAL X $6.00 11 FLOOR DRAINS AREA, CASE, COIL, TRENCH, CONDENSATE X $6.00 12 ROOF DRAINS/OVERFLOW DRAINS X $6.00 13 FOUNTAINS. DRINKING X $6.00 14 WATER PIPINGTRAIN4N WASTE. VENT. PLUMBING. REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 15 SEWAGE EJECTOR GRINDER, SUMP PUMP x $6.00 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR SWAMP COOLER X $6.00 17 CROSS CONNECTION DEVICE VACUUM BREAKER CHECK VALVE, AND R.P.B.P.D. FOR VATS. TANKS. BOILERS X $5.00 16 INTERCEPTORS GREASE TRAP, SAND TRAP. CHEMICAL HOLDING TANK X $6.00 19 MEDICAL GAS (parouOet) NITROUS, OXYGEN x $6.00 2D MISCELLANEOUS PLUMBING FIXTURE 56.00 21 PRIVATE SEWAGE DISPOSAIJSYS X $20.00 22 INDUSTRIAL WASTE INTERCEPTOR X 51500 METHOD OF PAYMENT: OCASH 0 CHECK 0 VISA ❑ MC Card# AUTHORIZED SIGNATURE: REVISED saws EXPIRES: VIN: SUBTOTAL / "2— PROCESSING PROCESSING FEE $35.80 TOTAL PERMIT FEE DUE: 429' Permit Center Spokane 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 Community Development (509)688-0036 FAX: (509)688-0037 mu..spokanevatlev mg Mechanical Permit Application PERMIT NUMBER: PERMIT FEE: ❑ Commercial ❑ Residential SITE ADDRESS: Building Ok r ., •, ..... - - Name: Phone: Fax: Address: City. State: Zip: Contr}ctpr. . ,,.. .... ._ Name: Phone: Fax: Address: City: State: Zip: License No: City Business tic: Contact . . . Name: Phone: DESCRIPTION OF WORK # OF UNITS X COST TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X 512.00 FUEL BURNING APPLIANCE More than 100.000 X SI5.00 3 UNLISTED APPLIANCE (Additional Fee) Equal to or less than 400,000 X 850.00 4 UNLISTED APPLIANCE (Additional Fee) More than 400,000 X 5100.00 5 USED APPLIANCE (WSEC min. AFUE rating) Equal to or less than 400,000 X 550.00 B USED APPLIANCE (WSEC min. AFUE rating) More than 400,000 X $100.00 7 BOILER/REFRIGERATION 1- 100M BTU X 512.00 8 BOILER/REFRIGERATION 101 -500M BTU X $20.00 BOILER/REFRIGERATION 501- 1.000M BTU X $25.00 10 BOILER/REFRIGERATION 1,001 -1.750M BTU X 835.00 11 BOILER/REFRIGERATION More than 1.750M BTU X 560.00 12 GAS LOG. GAS INSERT. GAS FIREPLACE X $10.00 13 RANGE X $10.00 14 DRYER X 510.00 15 FUEL BURNING WATER HEATER X 810.00 18 MISC. FUEL BURNING APPLIANCE X 510.00 17 GAS PIPING (each outlet) X 51.00 18 DUCT SYSTEMS X 510.00 19 VENTILATING FANS x 510.00 20 AIR HANDLER (DOES NOT include ducting) Equal to or less than 10,000 CFM X 812.00 21 AIR HANDLER (DOES NOT Include ducting) Greater than 10.000 CFM X 515.00 22 EVAPORATIVE COOLERS X 510.00 23 TYPE I HOOD X 550.00 24 TYPE II HOOD X 510.00 25 HEAT PUMP/AIR CONDfTIONER 0-3 TON X 512.00 28 MR CONDRIaNER 3-15 TON X $20.00 27 MR CONDITIONER 15.30 TON X 525.00 28 AIR CONDITIONER 30-50 TON x 535.00 AIR CONDITIONER More than 50 TON 580.00 LPG STORAGE TANK X 510.00 91 WOOD OR PELLET STOVE/INSERT X 510.00 WOOD STOVE - FREE STANDING X 525 00 REPAIR F. ADDITIONS X 515.00 VENTILATION SYSTEMS X 512.00 35 VENTILATION MECHANICAL EXHAUST X 512.00 38 INCINERATOR - RESIDENCE X $19.00 37 INCINERATOR - COMMERCIAL X 522.00 METHOD OF PAYMENT: OCASH O CHECK O VISA ID MC CARD R AUTHORIZED SIGNATURE: REVISED FI26m5 EXPIRES: VIN: SUBTOTAL PROCESSING FEE $35.00 TOTAL PERMR FEE DUE: Permit Center Wane 11707 E Sprague Ave, Suit 106 YaleSpokane Valley, WA 99206 (509)688-0036 FAX: (509)688-0037 Community Development vww.spokanevalley.ore.com Residential Construction Permit Application PERMIT NUMBER: A0 oQ PERMIT FEE: i New Construction o Addition/Remodel o Other: o Accessory Bldg o Deck 1I3 SITE ADDRESS E. -q-203 Tat ,hut. ASSESSORS PARCEL NO: 35 2'1t . 370 to LEGAL DESCRIPTION: Building owner Tut c.k .t 4 SC.14 .,' ,. Name: Address: L.. -12 0 3 -124 ,4u a City: S PoKA'..te VA -c. -u...4( Zip: 99212 Phone: 921 341 Fax: Contact Person Name: -VT zc Phone: ZSd- 'x-36 t (c () .Contractor. :: -. Name: TOTAL HABITABLE SPACE: Address: 2Nu FLOOR Sg. FTG: �$o" Si 3— City: Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: CONSTRUCTION TYPE: Describe the scope of work in detail: S e ce ,4 D epc..00 g_ 5 T5 eAu Z o 1.A G a -e e Cost of Project: $ - =! 5000c, **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TTO,PEAK: DIMENSIONS: �s.F2. T # OF STORIES: 2 - TOTAL HABITABLE SPACE: MAIN MAIN FLOOR TO SQ. FTG: 2Nu FLOOR Sg. FTG: �$o" Si 3— UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: (/r( DECK/COV. PATIO SQ. FTG: 75 30% SLOPES ON PROPERTY: # OF BEDROOMS:. CONSTRUCTION TYPE: HEAT SOURCE: WO AJC SEWER OR SEPTIC? The perrnitee 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-- Date Method Method of Payment: (Faxed permit applications will only be accepted with major bankcard) 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard #: Expires: VIN#: Authorized Signature: REVISED 825.2005 t -31 -off 0 Other st °Fine Valley 11707 E Sprague Ave Suite 106 + Spokane Valley WA 99206 509.921.1000 1 Fax: 509.921.1008 ♦ cityhalUOspokanevaltey.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. ❑ 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 hbuse and garage on plans) Show each level of existing house and square footage of any additions. ❑ AU braced wall panel types: show locations and details of installation, including engineered design. O 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 O Insulation information Project Number: 06001143 Inv: 1 'Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/10/2006 Page 1 of 2 Project Information: Permit Use: 24127 GARAGE Contact: FISCH, TIM & KELLY Address: 7203 E 7T11 AVE C - S - Z: SPOKANE, WA 99212 Setbacks: Front Left: Right: Rear: Phone: (509) 921-9347 Group Name: Site Information: Project Name: Plat Key: 002144 Name: REMINGTON PARK, AMENDED MAP District: F Parcel Number: 35241.3706 SiteAddress: 7203 E 7TH AVE Location:: CSV Block: Lot: Owner: Name: FISCH, TIM & KELLY Address: 7203 E 7T11 AVE SPOKANE, WA 99212 Zoning: UR -7 Urban Residential -7 Water District: Hold: E Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Originally Released: 4/10/2006 By: TMELBOU Landuse/Zoning/HE Conditions Originally Released: 4/10/2006 By: Mharnois Sewer Review Originally Released: 4/10/2006 By: amblake Permits: Operator: AMB Printed By: AMB Print Date: 4/10/2006 Project Number: 06001143 Inv: 1 'Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/10/2006 Page 2 of 2 Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 This Application: Total Project: Description Grp Imp Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB owner 0 $4,000.00 0 $4,000.00 Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE Contractor: OWNER Totals: 0 $4,000.00 0 $4,000.00 Units Unit Desc Fee Amount 1 SFT ACI' $97.25 1 SELECT $24.31 1 SELECT $4.50 Permit Total Fees: $126.06 Plumbing Permit Firm: OWNER Phone: (000) 000-0000 Notes: CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Payment Summary: Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $126.06 $126.06 $0.00 $126.06 $126.06 $126.06 $0.00 $126.06 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: 4/10/2006 Project Number: 06001143 Inv: I `Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: ce Date: 4/3/2006 Page 1 of 2 Permit Use: 24 a 27 GARAGE H.� IP Contact: FISCH, TIM & KELLY N " NE EN Ot \40t Address: - S - Z: SPOKANE, WA 99212 Setbacks: Front Left: Right: `'�wCV Phone: (509) 921-9347 Site Information: Group Name: Project Name: Plat Key: 002144 Name: REMINGTON PARK, AMENDED MAP District: F Parcel Number: 35241.3706 SiteAddress: 7203 E 7111 AVE Block: Lot: Owner: Name: FISCH, TIM & KELLY Address: 7203E 7TH AVE Location:: CSV SPOKANE, WA 99212 Zoning: UR -7 Urban Residential -7 Water District: Hold: D Area: .00 Acres Width: 0 Depth: 0 Right Of Way (ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Landuse/Zoning/HE Conditions Sewer Review Permits. Building Permit Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 Contractor: OWNER Plumbing Permit Firm: OWNER Phone: (000) 000-0000 Operator: AMB Printed By: AMB Print Date: 4/3/2006 Project Number: 06001143 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 4/3/2006 Page 2 of 2 Notes: CONTOL AREA FOR DRAINAGE MORITORIUM SEE MAPS FOR SPECIFICS Payment Summary: Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and rads 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 au 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: 4/3/2006 $ 4.(bo. Cn MAR 27 2006 17:10 FR kane, 2 6 Valley (509)688-0036SpoValleyFAXWA: (5099' Cammunity Development www.spok2nevaey.orn.r Residential Construction Permit Application TO 45 6 -0037 APR 03 P.01/03 I /��� r c cvru 1 1� V 1v1M LA .; PERMrf FEE: Nil\IfTqlrfc • ❑ Accessory Bldg o Addition/Remodel o Deck ❑ Other: SITE ADDRESS 3-2.0 3 ` .4u �.. ASSESSORS PARCEL NO: 3 S LA -L 3 3 O tp LEGAL DESCRIPTION: wilding ovyner Name: T r M 4e L.L`I F ISc. t I Address: -9-20 ? A -t . City: `DP 0ICr'tNE Zi : 99 L1 Z Phone: _gLI-034 4 Fax: 45S-- 3 } ((JL Name: I Fisc _44 Phone: 021 -- 9 34 7 Lf30 Describe the scope of work in detail: Contra,ctor:.�: Name: 1-1oo.4 tJ k Address: City. Zip: Phone: Fax: Lic No: Exp. Date: City Business Lic No: Cost of Project: **************The following MUST be complete: (write N/A if not applicable)********************** # OF STORIES: TOTAL HABITABLE SPACE: s IUL c (S 9E3 -e rf. ) UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE HEIGHT TO PEAK DIMENSIONS: 2_4'x 1-3-1 MAIN FLOOR TO SQ. 2' FLOOR SQ. FTG: FTG: AREA FINISHED BASEMENT SQ. FTG: # OF BEDROOMS: GARAGE SQ. FTG: (r:4B Co K CONSTRUCTION TYPE: U70 a ,- a A v 4 E DISCLAIMER DECK/COV. PATIO SQ. FTG: 30% SLOPES ON HEAT SOURCE: a,,0 K.413 - PROPERTY: 13 PROPERTY: SEWER OR SEPTIC? SeFf The permftee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling isfwill 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 Devebpment 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 Date 1-073-o(' Method of Payment (Faxed permit applications will only be accepted with major bankcaro7 0 Cash ❑ Check 0 Mastercard ❑ VISA Bankcard #: Expires: _ VIN#: Authorized Signature: 0 Other 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' 4 Extent of header (Two braced wall segments) Extent of header (One braced wall segment) -j 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) 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 7 Braced wall segment per R602.10.5 No. of jack studs per table R502.5(1&2) Anchor bolt per R403.1.6 Typ. 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 ain c. ILEIGHT 10'- 0 SIMPSON UPLIFT STRAP 1,500 POUNDS !If! , • • , mnn 1411 mull SIN li(ll'ot1471011111R16. Itiih1mIIUPl1L . • a•• d•• 6; ' ..I • 54••. d; ..'.A .. 0.b d` ..• ."d.•. •6••••d. • .•dy•b• •• . • d•. • •, b. '•'d• ti•.•D,. . d• • ti• '.'d•••. - ."d♦ r•.•d! 64� d‘. "•.L.4 . b•. .D•. . D'. ••• D•• . TWO ANCHOR BOLTS 1NSTP 11 FT) IN ACCORDANCE WITH FIGURE R403.1(1) SHALL BE PROVIDED IN EACH PANEL. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER POINTS \ \\.\\,,,,,,, ..\\ • 11mlfilifltli111CJifI1: ' - Clllllltl6ucliIIlLi0:lI1 uculauRlllllli: 2' 1t"MI 7/16' OSB SHEATHING 3/S' MIN. NAILED WITH 6d COMJAON OR GALVINIZED BOX NAILS IN ACCORDANCE \;'ITH TABLE rs.6023(1) AND BLOCKED AT ALL WOOD STRUCTURAL PANE. SHEATHING EDGES, BACK EACH STRAP WITH. A STUD RECOMMENDED HOLD D: E" FROM EDGE OF BRACING PANEL 1 ul . Dy 11 Iltii lfNlA tr11 Ai SII' .•�•. .•b-. . 45.• . • • mo . . D� .dti .b•• . IN FIRST STORY OF TWO-STORY BUILDINGS, SHALL HAVE AT LEAST THREE ANCHOR BOLTS, PLACED AT ONE-FIFTH POINTS SIMPSON UPLIFT •. .•bs . dti . d•. . d•. . d•• . b•. . d•. . b•. . 6•• .-d•• . dti . b•. . ds . ds bw . d•• . d•• STRAP 3,000 POUNDS SCALE: 1" = 1'- 0" ALTERNATE BRACING PANEL P.GC=111.6 AL7El::A1t BIWCED ‘t.NELS { ----PROPERTY I INE ----- LINE - I --D ORML AY / ESIHEDG / -Connect to Existing 4" Son. Sewer Line. / Connect to Existing I 11, Woter Line. I I � lrj I I I I I I PORCH I I 1 I I / I I I I I a I � I I I I I I , I I I I I � I ' I 4" EXISTING HOUSE PORCH`,`. o o 1558 FT` PROPOSED GARAGE „ I 648 FTS E ------- ------------- -- PROPERTY LINE--- -- Connect to Existing 200 Amp Electricci Service Pame/# 35249.3706, Lot Size 7620 sq, ft, 5" �Residenda/ Garage S/TE PLAN Tim ano Kel/yFIsch 7203E. 71h Ave. Spokane Valley, WA. SHEET I of 1 Tto 4 f0racc Wall Panel per 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 4 " PORTLAND CEMENT CONCRETE 2" 5/8" CRUSHED- SUREACING BASE COURSE NATIVE SOIL k6� 12" 1/2" x 10" J BOLT 48" OC. 6" MLN V SECT/ONA A 3/4"= V 6" -------------- I c I I -----------------�I I I A j I CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1) 1 I '4"•1' SLOPE I ` I FOUNDATION WALLS - 3000 # PSI SLABS, CIARAGES, CARPORTS a PORCHES - 35pp # p j ALL FOOTINGS MUST BE GON i11� OU I 4 " CONCRETE `, CEMENT SLAB I 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. 1 �14 " 1 ' SLOPE rn s 1/2'x10" '✓"" BOLT I '; I I� -2T 4' IYP 27' FOUNDATIONFL.AN 114"= P 00 Resioencia/Garage FOUNDAT/ON Tim and Ke11y Fisch 7203E M2 Ave. Spokane Va//ey" WA. SHEET2of6 4 16 4 yD Factory Design and ZBuilt Roof Trusses 1/8" GAP 25 Yr. Asphalt Shingles 12 over 30 /b. paper 5 BE iWEEN SHEATHING 7/16' 0.58 P/ywood 2'x4" Freeze blocks 1'"x6" L.P. Fascia �kAtC :S 7116" O.S.B. Soffit w1Ven is T1-11 Exterior Siding 2 "x6" Framing (Typical 4'-4'2't3Lu PAO e C MA 24'—O G.4f?AGE 672 ft Residencia/Garage FLOOR/FRAM/NG PLAN Tim and Kelly Fisch 7203 E. 7th Ave. Spokane valley, WA. SHEET 3 of 6 25 Yr. Asphalt 1'X6" L.P. Fascia Roof Shingles 12»x24» Attic Vent 1 "x8" Lop Siding 7" Exposure 12 5D 1 "x4" ❑❑ ❑❑ 1,X4„ Ceder Cedar NO (TYPJ 32" Door SOlir/1LL7/iIT/ON 8'x7' Roll Up Doori15T�LL�/JT/ON 12'X24" Attic Vent T1-11 Exterior Siding 1 "x4" Cedar (Typical I O 1 x4» Cedar (TYP) NOPlf/L�1/iIT/ON 16X7' Roll Up Door 14�5T �LL�/ilT/ON Residenclal Garage ELEVAT/ONPLAN Tim and Ae&Fisd7 7203E 7th Ave. Spokane Valley, WA, SHEET 4 of 6 12" 25 Yr. Asphalt Roof Shingles AA.,nnF tet,,, -ed Roof Truss NOTE For Header Sizes See Framing Plan. Typical) 22'x30 " Attic Access 7116-0.5.6 Sheeting Residencia/ Garage ROOFRLAN Tim and Ke//y Fisch 7203E 7117 Ave. Spokane Valley, WA. SHEET5 of 6 40 Go/. Electric Water Heater 50 CFM Exhaust Fon 1/4"= 1 ' 40 Gal. Electric Water Heater Resldenclal Garage MECHANICAL PLAN Tlm and KeAyFisch 7203E. Rh Ave. Spokane Valley, WA. SHEET 6 o/6 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FL00RSYS TFMS PRIOR TOFRAM|NG INSPECTIONS ��i��N\U0\����UpJErT hR8� ���.��"`— ����� To FIELD ;"n~' /��\�i� ��/n^� REVIEWED FOR CODE 8P)KAWYAU.EY(Rift • PLANS, NOTES AND SECTIONS FOR TIM FISCH GARAGE (UPPER FLOOR AND ROOF ONLY) 7203 E 7TH AVE SPOKANE VALLEY, WA 99212 BY JOHN FULGINITI, PE,SE STRUCTURAL ENGINEER 4505 W NAVAHO SPOKANE, WA 99208 509-467-7026 January 21, 2007 (revised) NI, N2 GENERAL STRUCTURAL NOTES P 1 FOUNDATION PLAN P2 UPPER FLOOR PLAN 3,4 SECTIONS 5 ROOF AND DECKING PLAN GENERAL STRUCTURAL NOTES THIS PROJECT SHALL CONFORM TO THE 2003 EDITION OF THE INTERNATIONAL BUILDING CODE AND INTERNATIONAL RESIDENTIAL CODE. LOADING ROOF SNOW LOAD UPPER FLOOR LIVE LOAD ROOF, FLOOR DEAD WIND SEISMIC 30 PSF 40 PSF 20 PSF 85 MPH, EXP C SEISMIC DESIGN NOT REQUIRED FOR RESIDENTIAL THIS STRUCTURE IS DESIGNED FOR THE ABOVE LOADS AND IS NOT STABLE UNTIL COMPLETE. THE CONTRACTOR SHALL ADEQUATELY BRACE ALL ELEMENTS FOR GRAVITY AND LATERAL LOADS UNTIL THE ENTIRE STRUCTURE IS ERECTED AND ALL CONNECTIONS ARE MADE. SPECIAL INSPECTION SPECIAL INSPECTION PER IBC TABLE 1704.4 IS NOT REQUIRED FOR THIS PROJECT. FOUNDATION NEW FOOTINGS ARE DESIGNED TO BEAR ON NATIVE UNDISTURBED MATERIAL, FREE OF ANY ORGANIC OR FILL MATERIAL. ASSUMED BEARING CAPACITY IS 2000 PSF. CONTRACTOR SHALL VERIFY EXISTING MATERIAL OR PROVIDE STRUCTURAL FILL MATERIAL ABLE TO SUPPORT 2000 PSF. CAST IN PLACE CONCRETE FOUNDATION: f c=2500PSI USE 6%+ - 1% ENTRAINED AIR IN ALL CONCRETE EXPOSED TO WEATHER. PLACE AND CURE CONCRETE IN ACCORDANCE WITH ACI 318, ACI 301 AND ALL REQUIREMENTS OF THE CURRENT IBC. FOLLOW ALL REQUIREMENTS FOR PLACING AND CURING CONCRETE IN HOT AND COLD WEATHER. ALL TIMBER IN CONTACT WITH CONCRETE SHALL BE PRESSURE TREATED. ALL ANCHOR BOLTS, FASTENERS OR HANGERS IN CONTACT WITH PRESSURE TREATED LUMBER SHALL BE HOT DIP GALVANIZED, STAINLESS STEEL OR OTHER APPROVED FINISH COMPATIBLE WITH THE PRESSURE TREATING PROCESS. REINFORCING STEEL DEFORMED BARS: ASTM A615 GRADE 60 EXCEPT #3 BARS CAN BE GRADE 40. ALL REINFORCING SHALL BE SECURELY TIED IN PLACE AND PROVIDED WITH COVER AS LISTED HERE OR SHOWN ON THE DRAWINGS. FOOTINGS, 3" FROM SOIL OR 2" FROM FORMED EDGES. WALLS, 3/4 " FROM INTERIOR SURFACES OR 1 1/2 " FROM EXTERIOR SURFACES. PROVIDE CORNER BARS TO MATCH ALL HORIZONTAL CMU OR CONCRETE WALL REINFORCING. LAP #4 - 24 INCHES MINIMUM AND #5- 30 INCHES. PROVIDE VERTICAL CONTROL JOINTS AT 20'-O" MAXIMUM SPACING IN CMU OR CONCRETE WALLS. WOOD ALL DIMENSION LUMBER, INCLUDING WALL STUDS, SHALL BE DF/L #2 OR BETTER. PRESSURE TREATED LUMBER SHALL BE HF #1 OR EQUAL. ALL TIMBERS SHALL MEET WWPA GRADING RULES. MOISTURE CONTENT SHALL NOT EXCEED 19%. ROOF AND FLOOR SHEATHING SHALL BE INSTALLED WITH FACE GRAIN PERPENDICULAR TO SUPPORTS WITH THE LONG EDGES CONTINUOUS OVER 2 OR MORE SUPPORTS AND SHORT EDGES STAGGERED ROOF SHEATHING SHALL BE 7/16" APA RATED 24/16 SHEATHING, EXPOSURE 1, WITH EXTERIOR GLUE. NAIL WITH 8d @6" AT PANEL EDGES AND 8d @ 12" AT FIELD. FLOOR SHEATHING SHALL BE 3/4 "T&G APA RATED STURD-I-FLOOR 24"OC. GLUE AND NAIL W 10d (RING OR SCREW SHANK) @ 6" AT EDGES AND 10d @ 12" AT FIELD. Ni WOOD CONNECTION HARDWARE BY SIMPSON. FULLY NAIL ALL HARDWARE WITH PROPER NAILING AS SPECIFIED BY SIMPSON. GENERIC SIMPSON HARDWARE MAY BE SHOWN IN SECTIONS AND DETAILS. SUPPLIER TO PROVIDE EXACT HARDWARE BASED ON ACTUAL DEPTH AND WIDTH OF CONNECTED PARTS. ALL NAILING SPECIFIED ON DRAWINGS IS BASED ON COMMON NAILS. SEE IBC TABLE 2304.9.1 FOR OTHER NAILING. STRUCTURAL STEEL ALL MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE LATEST REVISED EDITION OF THE AISC MANUAL OF STEEL CONSTRUCTION (ASD), WHICH INCLUDES THE SPECIFICATION FOR STRUCTURAL STEEL BUILDINGS, THE CODE OF STANDARD PRACTICE AND THE AWS STRUCTURAL WELDING CODE. SUBMIT SHOP DRAWINGS TO ARCHITECT FOR REVIEW PRIOR TO FABRICATION. THE STEEL FABRICATOR SHALL BE AN APPROVED FABRICATOR PER IBC 1704.2.2. PLATES ,ANGLES, CHANNELS WIDE FLANGE SECTIONS (W) MACHINE BOLTS ANCHOR BOLTS TO CONCRETE WELDING ASTM A36 FY -36 KSI ASTM A36 OR ASTM A992 ASTM A307 (WOOD TO WOOD, WOOD TO STEEL) ASTM A307 WITH NUTS AND WASHERS ALL WELDING TO BE DONE BY AWS AND CERTIFIED WELDERS USING E70XX, MINIMUM, LOW HYDROGEN ELECTRODES. LIMITATIONS CONSTRUCTION DRAWINGS AND SPECIFICATIONS MAY NOT BE COMPLETE NOR ARE THEY INCLUSIVE OF EVERY CONDITION ENCOUNTERED DURING CONSTRUCTION. IT IS THE CONTRACTORS RESPONSIBILITY TO REVIEW THE DRAWINGS AND SPECIFICATIONS PRIOR TO CONSTRUCTION. IT IS ALSO THE CONTRACTORS RESPONSIBILITY TO NOTIFY THE ARCHITECT/ENGINEER PRIOR TO CONSTRUCTION SHOULD HE HAVE QUESTIONS OR REQUIRE CLARIFICATIONS REGARDING SPECIFIC DETAILS OR CIRCUMSTANCES ENCOUNTERED. THE CONTRACTOR SHALL OBTAIN AND MAINTAIN QUALITY WORK COMMENSURATE WITH INDUSTRY STANDARDS. THE ARCHITECT AND ENGINEER ARE NOT RESPONSIBLE FOR ANY CONSTRUCTION MEANS, METHODS, TECHNIQUES, OR DETAILS NOT SHOWN IN THE DRAWINGS. N2 6,$(2_ 5,077t -c -F- ( 0 -cwt W At L Ci YP ) f feu .N4DA T70N-) FLA -0 P1 1 i } �,Y^w -1 m 1:1 I)til JL- P a`-' F1V'7Tr'cCr- f' w ( lo'n z-)'rz=(! ���1 MI . 3#4- Ecu, 0 o / , ill Z.f-C FW .4 f feu .N4DA T70N-) FLA -0 P1 f -Sr 7-7'44'" UPPC,2 da (z- PL 3 (Lb' JULY S`�P 1041--11\16( UNDER_ i(o)(ZCo 2N ce (cam z7cc©ac0 7 UPPC,2 da (z- PL 3 (Lb' JULY S`�P 1041--11\16( UNDER_ 2x12 Ridge board Single 2x6 Trimmer Single 2x6 King stud 2x6 stud 24 O.C. Sheeted with 7/16'" O.S.B. (Typico/) 2x4 Knee watt (Non-structuroo 2x10 Box Header (7-2x10 Y//Zz6 Tap and BottamJ Single 2x6 King stud Sing/e 2x6 Timmer -1 2x6 stud 24 0. C. Sheeted with 7/16" O.S.B. (T)Oical) 24 TYP. 2x10 Box Header (1-2x10 W/2x6 Top and Bottom) Single 2x6 King stud Bauble 2x6 Top plate 2x4 Knee wall (Non-structural) 2X1O Floor Joist 16" O.C. (Typico/) 2x10 Box Header (2-2x10 W/2x6 Top and Bottom) 96" Single 2x6 Trimmer Single 2x6 11 King stud FRONT WALL FRAM/NG Residencial Garage Tim and Ke//y Fisch 7203E. 7th Ave. Spokane Va/ley, WA. '5'-0 _ 2x6 Exterior wall (rypico/J 2x4 Knee wall (Non-stmOuro) V Q H O STORAGE AREA O 26 -0"X15, -0" 390 sq. feet 2x4 Knee wall (Non-structural) 2X6 Exterior we// (Typical) UPPER FLOOR FRAMING PLAN 1/4"=1' RE -SUBMITTAL SHEET9of2 1 J I 6� ' 6 6 Fn - ^ a 6 Ll III G A FRONT WALL FRAM/NG Residencial Garage Tim and Ke//y Fisch 7203E. 7th Ave. Spokane Va/ley, WA. '5'-0 _ 2x6 Exterior wall (rypico/J 2x4 Knee wall (Non-stmOuro) V Q H O STORAGE AREA O 26 -0"X15, -0" 390 sq. feet 2x4 Knee wall (Non-structural) 2X6 Exterior we// (Typical) UPPER FLOOR FRAMING PLAN 1/4"=1' RE -SUBMITTAL SHEET9of2 1 J I Maximum 9.5" Rise Between Treads Color Suppo, Plan view Spiral Stairway SPIRAL 5941RIYAY L1MITADONS> 1. On/y applies to R-3 Occupancy and Private Stairways in R-1 Occupancies. 2. Limited to Serving as Exit for 400 square feet maximum. s t l X61 1 ¢'r tAOx 4. %A J ....,q w. Girder (2)-2x12 Past Cop (Instal/ed per Attach knee brace with manufacture's instructions) Z�z "" dio. log bats 4x4 knee brace 10.c g Attach knee brace with 1 2=A2" dio. log bolts Min. Post to Beam Connection Detail 2x10 Joist ® 2'-0" O.C. Girder (2)—Zx12's 4x4 Treated Post \ (Rewood or Ceder) Residential Garage Tim and Ke//y Fisch 7203E. 71h Ave. Spokane Valley, WA. 4x4 Treated Post (Redwood or Cedar) Post Bose (Installed per manufacturers instructions) I" Above concrete Finish Grade 11 I'llW 11— Ih— IIIA T12" 9 Bolts I 1/4"= V RE -SUBMITTAL SHEET2of2 PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TUFRAMING INSPECTIONS T,13 13U/[[)|N� �1�/A[]|0������^�SUBJECT--���" `° ~� INSPECTION REVIE-WED F01 I CODE COMPLIANCE 2' I Z V-- (XG-F 130 I� IA A -2-4-b(0 4- s Tlt�4vCT 11 Ili 11 1 11 J %moe(6" Z 4-0 5r -C- -no IN1 EA) 3 Z Zx Izi PPE[ Kon(p T LEADED G f2 60i -T3 i rG1-- E t? SIDE or 34 Ae6 ST(oN 34 f'o zxtoe_1c0 St MPADO T P t" LA-NCT F f\O-{2_- l(0 5f(.F✓A-r7 SOL tP I3 1NG— w� (J£&T I �S �f1( X(�Z� I 3-1-2 cu r So c. I F3 L cc1-t r k,cr f -T ft F "P&L - JOHN FULGINITI SE STRUCTURAL ENGINEER 4505 W NAVAHO SPOKANE, WA 99208 PROJECT: DATE: 4- 11 �-Xlo f'Z4' Z ) (OGZ¢ COG(-4-vt_,7)E --0 ;;e o 2 210 PROF 41).ECu- 3 "_ ,o1 tC9 Z XtaL Zet- Z '2 ?(/ t F INS_ 0 1 111 _moi .I' 4-14 P6`7T oN StUnpcovJ FL fu✓A r' f E JOHN FULGINITI SE STRUCTURAL ENGINEER 4505 W NAVAHO SPOKANE, WA 99208 PROJECT: T I V1 FISC ff Lirn e DATE: 1// 910 —2 5r