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2004, 09-28 Permit App: BLD-04-07793 Pole Bldgml . .0.0VaHey PERMIT APPLICATION WORK SHEET SPOKANE VALLEY COMMUNITY DEVELOPMENT BUILD/NG DIVISION 99707 East Sprague Ave Ste 106 Spokane Valley, WA 99206 Phone: (509)685-0036 Fax: (509)688-0037 REQUIRED SITE INFORMATION 1 STREET ADDRESS: Lv /d 5 Air k; nlri o y, ASSESSOR'S TAX PARCEL NUMBER(S): LEGAL DISCRIPTION: C, a r o j i h B 35.231, 192 exc. s3So-124- )esc hit/ y /) FL PERMIT DESCRIPTION: 30 )6 yn . �� Q dI �C c {jUILDING PERMIT 0 CHANGE IN USE ® GRADING QRELOCATION QSIGN -TENANT 0 MANUFACTURED HOME D OttER OWNER / APPLICANT INFORMATION 1 OWNER: 9cidi t / / `4/a 0 APPLICANT: PHONE: 3-.14 -.51:5O a FAX: PHONE: J` ADDRESS: / CONTRACTOR: PHONE: %R U� G¢re/i/c Tf oko// 1.0fi FAX: / G ADDRESS: CI ,STATE, ZI47p2O/ CITY, STATE, ZIP ARCHITECT: FAX: PHONE: FAX: ADDRESS: ADDRESS: CITY, STATE, ZIP CITY, STATE, ZIP WA ST CONTRACTOR LICENSE # CONTACT: PERMIT/BUILDING INFORMATION COST OF PROJECT: o BUILDING HEIGHT TO PEAK: a BUILDING DIMENSIONS: JOS W NUMBER OF STORIES: NUMBER of BEDROOMS: FLANKING SETBACK: FRONT SETBACK: REAR SETBACK: LEFT SETBACK: RIGHT SETBACK: 30% SLOPES ON PROPERTY: OCCUPANCY GROUP: CONSTRUCTION TYPE: STRUCTURES ON PROPERTY: CRITICAL AREAS:- CURRENT PROPERTY SIZE: CURRENT PROPERTY USE: CURRENT SEPTIC USE: CURRENT WELL USE: IMPERVIOUS SURFACE AREA: MAIN FLOOR SQ FT: 2No FLOOR SO FT: UNFIN BASEMENT: FINISHED BASEMENT: GARAGE: COVERED DECK: DECK: MANUFACTURED HOME SIGN WIDTH: LENGTH: YEAR: PIT SET: MANUFACTURER: SQ FT OF SIGN: HEIGHT OF SIGN: # OF SIGNS: AREA OF EXIST SIGN: TYPE OF SIGN: RELOCATION FIRE SAFETY 1 PREVIOUS ADDRESS: PROPOSED USE: FIRE SPRINKLER: FIRE ALARM: PAINT BOOTH: TENT: FIREWORKS DISPLAY: BLASTING: DATE/TIME: WA STATE NON-RESIDENTIAL ENERGY CODE PLANS EXAMINER: PHONE: FAX: ADDRESS: CITY, STATE, ZIP INSPECTOR: PHONE: FAX: ADDRESS: - CITY, STATE, ZIP SPECIAL INSPECTIONS O BOLTING FIRM NAME: INSPECTOR(S): ®CONCRETE 0 REINFORCEMENT PHONE: 0 WELDING FAX: 1 BUILDING STAFF USE ONLY IS PUBLIC SEWER AVAILABLE: n YES NO IS PUBLIC WATER AVAILABLE: YES • NO IF YES: ® COUNTY ▪ CITY IF YES, WHICH WATER DIST/IRR: IS PROPERTY LOCATED WITHIN DESIGNATED STORMWATER CONTROL AREA: 0 YES 0 NO 1S THE PROPERTY LOCATED WITHIN ASA: • YES 0 NO IDATE: STAFF: METHOD OF PAYMENT.: O 0 0 CASH CHECK PSSA: ® YES NO v� BANKCARDA;; EXP/RES: VIN # AUTHOR/ZED SIGNATURE. `FAXED PERMIT APPLICATIONS WILL ONLY BE ACCEPTED WITH MAJOR BANKCARD Job Name: Truss ID: T06 Qty: 1 BRG X LOC REACT SIZE REQ'D 1 0- 2-12 2700550' 2 88' 2 29. 9 4 2700 5 50' 2.88' BRG REQUIREMENTS shown are based ONLY on the truss material at each bearing MAX DEFLECTION (span) . L/999 IN MEM 89 (LIVE) L= -0.35' 0= 007' T= -042' 5-7-1 TC 2x6 DFL 2400E-2 00 BC 2x6 DEL 2400E-2 OE WEB 2x4 DFL 91 2x4 HF 2400E-2.00 2 7, 9.4 Lumber shear allowable= are per NDS NOT loaded for 10 PSF non -concurrent BCLL due to sudiClent total access from below. ASCE] 98 SNOW LOAD DESIGN CRITERIA. Pg = 30 psf, Ce=10,1= 10, Ct = 1.10 Designed tor an agricultural building application Truswal Systems connector plates are per Joint Detail Reports available from TRUSWAL SYSTEMS 1101 N Gree) S W Rory . Arington IX 760'7 5-12 1 15-0-0 2 4 00 Plating spec . ANSI/TPI - 1995 THIS DESIGN 15 THE COMPOSITE RESULT OF MULTIPLE LOAD CASES IRC/IBC truss plate values are based on testing and approval as required by IBC 1703 and ANSI/TPI and are reported in available documents such as 1000 91607. NOT loaded for 200 Ib non concurrent moving BCLL due to sufficient total access from below. 6-6 13 15-0-0 This design based on chord bracing applied per the following schedule: max oc from to TC 24.00' 0. 0.0 30- 0- 0 BC 120 00' 0. 0- 0 30 0 0 UPLIFT REACTION(S) Support CBC Wind Non -Wind 1 6851b 2 6851b This truss Is designed using the ASCE7.98 Wind Specification Bldg Enclosed = Yes, Importance Factor = 0 87 Truss Location = Not End Zone Hurricane/Ocean Line = No , Exp Category = B Bldg Length = 30,00 ft, Bldg Width = 36.00 R Mean roof height = 14,79 It, mph = 90 TP1 Low Hazard, Dead Load = 3.6 psf Designed as Main Wind Force Resisting System and Components and Cladding Tributary Area = 150 soft 4 -0.00 5 30-0-0 6 7 8 9 20 ga. unless shown by "18" (18 ga.), "H" (16 ga.), or "MX" (high strength 20 ga.), positioned Truswal software. Circled plates and false frame plates are positioned as shown above. 10 5-7-1 SHIP 2/24/2004 WARN/NGRead all notes on this sheet and give a copy of it to the Erecting Contractor. Tina Oe:finis tor an,Mntlual building component rot truss Siem It has been based on specnical ens p,ovded W the component manufacturer and done in accordant with the current versions of 1P1 and AFPA design nanoid= No responao-bly is assumed for dimensional accuracy Omwnswns lo be by component manufacturer amber building designer onorlo uMUlpn The timing designer mum asnmalma roads NJvan this ed on s designIl n meet or exceed e aaLng unposed by the lots dewM the code Se particular application The design assumes that the top chord is laterally braced by the root or Woe sheathing and the con= chord is laterally braced by a Ngo sheathing malew diRtlty mx7ed, unlessmhemse rwS drama s=ewn is bar lateral su1;99 of ¢mWients members oM to reduce budding length The component shall ml be placed in an, emvonmem Incl mg cause me moisture content of ire wood to exceed 19% ander causemtrMor date m'idsen Fabreale handle instaa and dace 7113 truss in accordance with the Iolowng standards STAN and Culling Doled Rery4s' avmlade M Wlpn IrOm TNswal software NfiIRPI 1'. WTCA 1'- Wood Truss Council d America Standard Design RaparyOJtws 9UILDING COMPONENT SAFETY INFORMATION - 051 SUMMARY TS' by WTCA and WC511-031 Wl537199 The Ameenncan Fo eaEand Parer Asw03leln(7FPA) w located al 1111 !amide 1 7911, 5 reef NW Ste 800, WasMgton DC 20036 Cusp S.S.A WO. Drive E_c2524_L00006_J00001 Osgnr. CLP Chk' TC Live 30.00 psf TC Dead 5 00 psf BC Live 0 00 psf BC Dead 1 00 psf TOTAL 36 00 psf DurFacs L=1.15 P=1.15 Rep Mbr Bnd 1.00 0 C Spacing 5 0- 0 Design Spec IBC Seqn T6.4.12 - 66184 PLANNING DEPT. APPROVED This.stte plan is being submitted for the purpOse of obtaining a building permit and Is a true and correct representation of the proposal. At known property lines/dimensions, curb lines. IMuctialts and oesemerrls have been identified. Also indicated we vestlands. bodies•of wat. steep &44 or other areal areas. Signed. 4-0-17 Date: 7 a fI t TJ r"Tr...—ftrfrorr....roorurrorrro,r-ror,,,.. 7 / Itt, C:4 if I C Af nol 1 trt<t4 \ f --TVIrrlir— • - .•••••••••••••••flea•••• -,,•••••••• ::,A-••••••••- 5 4 irth. \„" of