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HomeMy WebLinkAbout2003, 07-30 Permit App: BLD-03-02097 Garage arm IIIIII"\litik ,' e d0•OValley PERMIT APPLICATION WORK SHEET SPOKANE VALLEY COMMUNITY DEVELOPMENT BUILDING DIVISION 11707 East Sprague Ave Ste 106 Spokane Valley, WA 99206. ., Phone:(509)688-0036 Fax:(509)688-0037 I REQUIRED SITE INFORMATION STREET ADDRESS: >" t I kASSESSOR'S TAX PARCEL NUMBER(S): LEGAL DISCRIPTION: PERMIT DESCRIPTION: `rC _ S Tb tr a r ..)- - CI BUILDING PERMIT 0 CHANGE IN USE a GRADING 0 MANUFACTURED HOME DRELOCATION D SIGN Q-TENANT 0-OTHER OWNER / APPLICANT INFORMATION .i.................f �f ® OWNER: ( 1 V c.,� ? 0 APPLICANT: PHONE: 5'14,- Q` (`j'I FAX: PHONE: FAX: ADDRESS: ADDRESS: CITY,STATE,ZIP - CITY,STATE,ZIP El °CONTRACTOR: /All I/ °OK-3, ARCHITECT: PHONE: (I G 7 U I 0 to FAX: Lit, ? / 1-.57 7 PHONE: FAX: ADDRESS: e3 5 h.1I'✓ 7c:/1 f ADDRESS: CITY,.STATE,ZIP CITY,STATE,ZIP WA ST CONTRACTOR LICENSE# M 7 Fix iv,'G•7 e>, :.). I?t! CONTACT: PERMIT/BUILDING INFORMATION c 91i COST OF PROJECT: J 69 4)00.`>4 30%SLOPES ON PROPERTY: C..) MAIN FLOOR SQ FT:/�6 C>G/ BUILDING HEIGHT TO PEAK: I OCCUPANCY GROUP: / 2ND FLOOR SQ FT:- to ' `t BUILDING DIMENSIONS: el O (t, ( t CONSTRUCTION TYPE: -1. UNFIN BASEMENT: NUMBER OF STORIES: ... STRUCTURES ON PROPERTY: ."-- FINISHED BASEMENT: NUMBER of BEDROOMS: '"'' CRITICAL AREAS: GARAGE: ) FLANKING SETBACK: CURRENT PROPERTY SIZE: COVERED DECK: FRONT SETBACK: ' ....S*'. - CURRENT PROPERTY USE: DECK: REAR SETBACK: (A G) CURRENT SEPTIC USE: l LEFT SETBACK: t CURRENT WELL USE: RIGHT SETBACK: IMPERVIOUS SURFACE AREA: IMANUFACTURED HOME ', SIGN WIDTH: LENGTH: SQ FT OF SIGN: HEIGHT OF SIGN: YEAR: PIT SET: #OF SIGNS: AREA OF EXIST SIGN: MANUFACTURER: TYPE OF SIGN: RELOCATION FIRE SAFETY PREVIOUS ADDRESS: FIRE SPRINKLER: FIRE ALARM: PAINT BOOTH: TENT: PROPOSED USE: FIREWORKS DISPLAY: BLASTING: DATE/TIME: 1 WA STATE NON-RESIDENTIAL ENERGY CODE _ I PLANS EXAMINER: PHONE: FAX: ADDRESS: CITY,STATE,ZIP INSPECTOR: PHONE: FAX: ADDRESS: CITY,STATE,ZIP I SPECIAL INSPECTIONS 0 BOLTING ®CONCRETE 0 REINFORCEMENT 0 WELDING FIRM NAME: PHONE: FAX: INSPECTOR(S): IBUILDING STAFF USE ONLY IS PUBLIC SEWER AVAILABLE: ® YES ® NO IF YES: 0 COUNTY ® CITY - IS PUBLIC WATER AVAILABLE: 0 YES 0 NO IF.YES,WHICH WATER DIST/IRR: IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES ® NO IS THE PROPERTY LOCATED WITHIN ASA: ® YES 1:11NO PSSA: 0 YES 0 NO DATE: JSTAFF METHOD OF PAYMENT: ® 0 0 r tsh1 VISA CASH CHECK manim BANKCARDS; EXPIRES: VIN# AUTHORIZED SIGNATURE: *FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD CITY OF SPOKANE VALLEY DIVISION OF PLANNING ADMINISTRATIVE VARIANCE A. GENERAL INFORMATION File No: AV 7,7.L - c�.D., Tax parcel no(s): s ,4 =(��� Section: - Township: 5 Range: A Legal description: p, J'L S ndid, Ai 9€ 4 . Of 46 71---S, // i/2-' 3-/ * s Applicant: ro r' Mt a......)4 Agent? Yes v No Mailing address: t C%1" /v F City: C;, fro...... State: 4...,v4.. Zip: ,1'a i 7 Phone: 4 6 r)s-6 (a b (home) (work) Current zoning: (. ./�. , ..S.-- Comprehensive plan: L „11 k, Current use of parcel:\.5,i )19L, afx, ./...7„146,4/2-, ,c7.9.._...) B. SPECIFIC INFORMATION Administrative variance requested: (describe in terms of the standard from which you are seeking relief) 1342.4 ?o v v i v w., k"�. 1- .. a ► i A S K. ti t (, i00‘.1.. i!ti s a 0.0‘,.. Applicable chapter/section of code: Explain reason for request: _ LL _/�1 ! L: 4.1'_,./_./_' _7 I —� ���' %' /1 fid./ ' C /�/i� —`' Ci/( I am the owner of record or authorized agent for the proposed site. All of the above responses and those on the suppor •' ocuments are made truthfully and to the best of my knowledge. Signed: / /NG t0•4L Date: 7.. .9.,2.. i'2 THIS DOCUMENT MUST ACCOMPANY YOUR BUILDING PERMIT APPLICATION NOTE: The applicant or an interested party may file an appeal within 14 calendar days of the above date of signing. The appeal must be accompanied by the proper fee. Appeals may be filed at the City of Spokane Valley Division of Planning, 11707 E Sprague, Suite 106,Spokane Valley,WA 99206 (Section 14.412.041 of the City of Spokane Valley Zoning Code). FOR STAFF USE ONLY: File No: AV,03 City of Spokane Valley Division of Planning finds that the information provided by the applicant along the required compliance with the City of S.► .lley Zoning Code and all other development regulations, described in 2)below, does/does not a.verse affect on the adjacent properties nor the public's general health, safety and weif. _: ents (if applicable): The City of Spokane Valley Division of Pl. g approves denies this "administrative variance"for the property described above,pursuant to the . :. : ..e of the City of Spokane Valley, Section 14.404.090. This administrative variance is subject to the following conditions and/or stipulations: 1) The applicant and property owner shall comply with all requirements and regulations of the Zoning Code. 2) The applicant and property owner shall comply with all City of Spokane Valley development regulations, such as but not limited to water, sewage, stormwater, grading, critical areas, access, approach permits and others. 3) The applicant and property owner shall comply with the following additional conditions: This administrative exception shall run with the land. Dated thi day of (,t , 20 s2-' C , Division of Planning Signature Job Name: HANSEN Truss ID: T01 Qty: 13 Drwg: BRG X-LOC REACT SIZE REQ'D TC 2x4 HF 2400E-1.8E Plating spec:ANSI/TPI-1995 This truss is designed using the 1 1- 1- 0 1215 5.50" 1.63" BC 2x4 HF 2400F-1.8E THIS DESIGN IS THE COMPOSITE RESULT OF UBC-97 Code. ., 2 24- 8- 8 1215 5.50" 1.63" WEB 2x4 DFL #1 MULTIPLE LOAD CASES. Bldg Enclosed=Yes WEDGE 2x4 HF 2400F-1.8E PLATE VALUES PER ICBG RESEARCH REPORT#1607. Truss Location=Not End Zone TC FORCE AIL BND CSI Loaded for 10 PSF non-concurrent BCLL. Hurricane/Ocean Line=No,Exp Category=B 1-2 -2327 0.04 0.48 0.52 Bldg Length= 40.00 ft,Bldg Width= 40.00 ft 2-3 -2059 0.05 0.31 0.36 Mean roof height= 12.31 ft,mph = 70 3-4 -2059 0.05 0.31 0.36 UBC Agricultural Bldg,Dead Load= 17.0 psf 4-5 -2327 0.04 0.48 0.52 BC FORCE AIL BND CSI 6-7 2135 0.18 0.35 0.53 7-8 1523 0.13 0.17 0.30 8-9 2135 0.18 0.35 0.53 WEB FORCE CSI WEB FORCE CSI 2-7 -355 0.06 3-8 532 0.09 3-7 532 0.09 4-8 -355 0.06 MAX DEFLECTION(span): U937 IN MEM 7-8 (LIVE) L=-0.30" D=-0.17" T=-0.47" Joint Locations 1 0.0-0 6 0-0.0 2 6-10.4 7 8-10-7 3 12-10-12 8 16-11-1 4 18-11.4 9 25.9.8 5 25-9-8 2 3 4 5 4.007 7 -400 4-4 T -2 T 13-7-.4 4 4-7-8 - 407. .. ...„„ popp. 4-7-8 SHIP 3-7 3.7 0-3-15 �O IP . 103-11 3-4 5-5 8-7 3-7 0-10-4 0-10-4 25-9-8 6 7 8 9 7/30/2003 All plates are 20 gauge Truswal Connectors unless preceded by"MX"for HS 20 gauge or"H"for 16 gauge,positioned per Joint Detail Reports available from Truswal software,unless noted. Scale:3/16"=1' WARNING Read all notes on this sheet and give a copy of it to the Erecting Contractor. Eng.Job:.EJ. WO:3887 ® This design is for an individual building component not truss system. It has been based on specifications provided by the component manufacturer Chk:RM and done in accordance with the current versions of TN and AFPA design standards. No responsibility is assumed for dimensional accuracy. Dimensions are to be verified by the component manufacturer and/or building designer prior to fabrication. The building designer must ascertain that the loads Dsgnr:RM utilized on this design meet or exceed the loading imposed by the local building code and the particular application. The design assumes that the top chord TC Live 30.00 psf DurFacs L=1.15 P=1.15 TIMBERLINE is laterally braced by the roof or floor sheathing and the bottom chord is laterally braced by a rigid sheathing material directly attached, unless otherwise noted. Bracing shown is for lateral support of components members only to reduce buckling length. This component shall not be placed in any TC Dead 7.00 psf Rep Mbr Bnd 1.15 � m TRUSS environment that will cause the moisture content of the wood to exceed 19%and/or cause connector plate corrosion. Fabricate,handle,install BC Live 0.00 psf O.C.Spacing 2-0-0 and brace this truss in accordance with the following standards: 'Joint and Cutting Detail Reports available as output from Truswal software', 'ANSI/TPI I','WTCA I'-Wood Truss Council of America Standard Design Responsibilities,'HANDLING INSTALLING AND BRACING METAL BC Dead 10.00 psf Design Spec UBC-97 1101 N.Great S.W.Pkwy.,Arlington TX 76011 PLATE CONNECTED WOOD TRUSSES'-(HIB-91)and'HIB-91 SUMMARY SHEET'by TPI.The Truss Plate Institute(TPI)is located at D'Onofrio Drive, Madison,Wisconsin 53719. The American Forest and Paper Association(AFPA)is located at 1 111 19th Street,NW,Ste 800,Washington,DC 20036. TOTAL 47.00 psf Seqn T6.4.2 - 0 Job Name: HANSEN Truss ID: T02 Qty: 2 Drwg: TC 2x4 HF 2400F-1.8E Plating spec:ANSI/TPI-1995 This truss is designed using the BC 2x4 HF 2400F-1.8E THIS DESIGN IS THE COMPOSITE RESULT OF UBC-97 Code. GBL BLK 2x4 DFL #1 MULTIPLE LOAD CASES. Bldg Enclosed=Yes 2x4 HF 2400F-1.8E 1 ,2 6 PLATE VALUES PER ICBG RESEARCH REPORT#1607. Truss Location=Not End Zone 9 Loaded for 10 PSF non-concurrent BCLL. Hurricane/Ocean Line=No,Exp Category=B Top chord supports 24.0" of uniform load Bldg Length= 40.00 ft,Bldg Width= 40.00 ft at 30 psf live load and 7 psf dead load. Mean roof height= 12.25 ft,mph = 70 Additional design considerations may be UBC Agricultural Bldg,Dead Load= 17.0 psf required if sheathing is attached. [+]indicates the requirement for lateral bracing(designed by others)perpendicular to the plane of the member at 53"intervals. Bracing is a result of wind load applied to member.(Combination axial plus bending). This truss requires adequate sheathing,as designed by others,applied to the truss face providing lateral support for webs In the truss plane and creating shear wall action to resist diaphragm loads. Joint Locations 1 0-0.0 12 0.0.0 2 4-10-12 13 4-10-12 3 6-10-12 14 6-10-12 4 8-10-12 15 8-10-12 5 10-10-12 16 10-10-12 6 12-10-12 17 12-10-12 7 14-10-12 18 14-10-12 8 16-10-12 19 16.9-8 9 18-10-12 20 18-10-12 10 20-10-12 21 20-10-12 ! 3 4 5 6 7 8 9 10 !! 11 25-9.8 22 25.9-8 ar00 -4.00 T 4-4 T - 1 13 7 I 4-5-15 • 4-5-15 1 SHIP 3-4 1 x r • - 13 6 8 6 1f� i • STRUCTURAL NOTES The General Contractor shall verify all dimensions and conditions before starting work. The Architect UBC TABLE 23-11-8—I NAILING SCHEDULE TABLE OF EGUIV. FASTENERS shall be notified of any discrepancies. Use details marked'Typical"wherever applicable. Changes, .. , . ' STAPLES. NAILS ANDNAltT—NAILS omissions and substitutions are not permitted without written approval of the Architect. +l►d.►�..t.l 3-04 EALID FOR LATERAL LOAD ONL ... All materials and workmanship shall conform to the latest edition of the Uniform Building Code and all f � � r` �. for � t,.r- •, ,IIS, ,� applicable amendments. _ OOAsti1011 = The design,adequacy and safety of erection tracing,shoring and temporary supports are the sole a "'""s ""t w SPACING 14:11....1; 16 ®IIS .113 .131 a ids/lots or(iie1 biter Moe fool 1N oft 14 ow. p.�-"Al 1. r 1 w i N' responsibility of the Contractor until the construction of the building and its components are completed. s+. � r$ M'& .t broad. ..1 plinth 3—tN rr 1s' 60 AT 4' E'' i�1© 4' S' 7. to im.le el1.4 eid old SHOP DRAWINGS a SIM to'r' e 1..x.1.2-1N .d.w ShopDrawings,if Ovid a Dada Mods. tom mil 1a•t 24'as r 6i V 10' gs, provided,are to be checked and approved by the Contractor prior to being submitted for 10. O.�l.y O.t..aw Imo fool 114 et 14'as • 10' a»' 1C ® 10' 12' Architect review. The General Contractor is responsible for the coordination of dimensions and details for T ,� 't'atornel ���Ji® LI�yt©End• each subcontractor. 610 Net e~PM%lewd fo dol AT 4' F''�®© 3H' 4• 113. Ortoti hN.rN MrstAlwe, Mee fool �N r. I V r S' Ica 'S' 6' .` DESIGN LOADS l O..e sus A.Ms.holism 161 et Is3-44 _'. . alms meet eye - V SW mime e1'�: V • Floor Live Load------- Slab on grade. IIsustor*.Colffmt �.d„M ��+ymna 4-441 IIL�[it o Q����A Roof Snow Load------- ------__—_~ _�,30 PSF 17 Imp war pral.y Mee 4• 10r �� �� Basic Wind Speed — ------70 MPH,Exposure B. 1a I.+•t•i.Zrosr Merck Me.gal 100 AT 314' 4". ''SiE''' UBC ----- -14. AeRrs to Mote, 'modir Seismic loading per UBC Zone 2B,I= 1.0 24 r Ars..to omit.W.i Seta. Moo eiel s' 4W 5W f 1 SW MN �--.r or loos to mob Mems tom.owl QT Mil 7' E7 61�Y e1*" FOUNDATION =2.-i�fr:=11/11 eltaillaw b sol t+..t� M..fool �'1iQi a' UM a' 0' 2.404 pDesign allowable soil bearing pressure=2000 PSF. Founded on undisturbed native soil. Embedded as per *der ba.. 1310E011ENT OF TEE STAPLE OR NAIL bottom of t as NOTA N THE calm OF TIE lans. oft wo and el< . INTO THE MAIN ' €R IEQD. TO CAST-IN-PLACE CONCRETE ATTAIN ITS FULL CAPACITY (SHEAR VALUE FOR LATERAL LOADING. Attain a minimum design compressive strength of 2500 PSI at 28 days using a minimum 5'/2 sack mix. Maximum slump: 3"for slabs and footings. .—. PLY LAYOUT Construction to be in accordance with ACI 318-89,"Part 2-Standards for Tests and Materials"and"Part 3- Construction Requirements". - EDGE NAILING - ALL SUPPORTED PANEL _ REINFORCING STEEL — ——' EDGES &DIAPHRAGM • ' 1111 1T' . r 1' PERDETER Deformed Bars: ASTM A615,Grade 60. Securely tie in place with double annealed 16 gauge iron wire or approved clips. Unless otherwise noted on these drawings,provide clear embedment at reinforcing bars as gnu U a a a FIELD NAILING O follows: + , ! I a I. , "� INTERMEDIATE SUPPORTS CITY OF SPOKANE VALLEY Concrete cast against soil=3" 3 a II U a a U p xeoactNG O ALL BUILDING DEPT. Formed concrete= 1 '/a" • a n a Paa EDGES O BLOCKED PLYWD. DIAPHRAGMS PERMIT NUMBER ' L.11, 0, — M v7 STRUCTURAL URAL AND MISC.STEEL •'�'�''r`eme'assiimirma'r''owtountui WHEN NECINNED ADDRESS 19o(P D--`44\ Shapes and plates: ASTM A36, FY=36 KSI. aue Bolts: ASTM A307 machine bolts(MB)or anchor bolts as shown.. • PLANS FOR 1/. /,r: I_ ti/ E� / Adhesive anchors: Epoxy Anchorage system to be"SET"or"Er'type by Simpson Company or approved MOTE'S! 1. LIEN. EDGE DISTANCE FOR NAILS SHALL.UE W. • / i - equal if requested by contractor and approved by the Architect. 2. MIN. SHEATHING SHEET SIZE SHALL'PE 2:'-�O" —o.• - OWNER L1 Lot v G���!i / A 3. MAILS SHAU. NOT BE OVERDRIVEN. , WOOD 4. NAILS SHALL BE cOiwON WIRE TYPE OR APPROVED EQUAL DATE SUBMITTED'1/ t A DATE APPROVED r.113D1O3 Sawn Lumber:Douglas-Fir-Larch,WWPA 1998 Western Lumber grading rules. APPROVED BY .�.. U /. i Studs 2x4 Standard or better 2x6 No.2 or better , Joists and Rafters 2x,3;widths up to 14" No.2 or better Beams and Stringers No. 1 or better Posts and Timbers Hem-fir No. 1 or better(treated) ' Treat wood which bears on concrete if less than 4'-0"above grade. ���• 6,-Loul ;dt.:, Roof sheathing:5/8"APA rated sheathing over min.2-support spans with face grain. Wall sheathing: 1/2"APA rated sheathing,24/0. APPROVED BY L- _ Framing connectors:"Simpson"or approved equal installed per manufacturers recommendations. 'I1�} ' PREFABRICATED WOOD TRUSSES Maximum truss spacing:24"O.C. .1, Truss loading unless otherwise shown on drawings: 7 Top chord live load=30 PSF 4°6REGISTERED Top chord dead load=7 PSF Bottom chord dead load= 10 PSF /-4d'' 0/T/ /Af:/Q 7-/-/AA/ A/ pe*/G'Y/ /V../ ,94T4 7-.20 / �E ET Trusses to be fabricated by a certified member of the Truss Plate Institute. Design,fabrication and erection 6./016 &,/2 71— -� '4'V eft/cp. .. , / G .,LE: /S/4 7,,n4r. to be per Truss Plate Institute. Connector plates shall be ICBO approved. Connector plates shall be sized , 2 ' '— 14/ Z M/�, '/c(/ p/ /v. ; ROBERT E. ON A--/ for 150%of member forces. Truss Design and shop drawings to be stamped by a Washington State �'Q }/S/`C/ WA. 99 2O/ k/( ma ��' 7/VO. STATE OF WASHINGTON \ licensed engineer. 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