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2004, 12-16 Permit App: 04009425 Pole BldgProject Number: 04009425 Inv: / Application THIS IS NOT A PERMIT Date: 12/16/2004 Page 1 of 2 Penalties will be assessed for commencing work without a permit Project Information: Permit Use: 20 X 22 POLE BUILDING Contact: ALPINE CUSTOM STRUCTURES Address: 500 S PINES RD C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front 60+ Left: 5 Right: EX Rear: 6 Phone: (509) 927-9193 Group Name: Project Name: Site Information: Plat Key: 005236 Name: ARMSTRONG EST District: East Parcel Number: 45134.2207 Block: SiteAddress: 16429 E MAIN AVE Location:: GRE Zoning: UR 3.5 Water District Area: 10,711 Sq Ft Width: 90 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Lot: Owner: Name: BANG, PETER Address: 16429 E MAIN AVE GREENACRES, WA 99016 Hold: 0 Depth: 120 Right Of Way (ft): 60 Review Site Plan Review ReleasedrBf Plan Review Permits: Released 13y: CV Operator: K_C Printed By: K_C Print Date: 12/16/2004 Project Number: 04009425 Inv: I Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 12/16/2004 Page 2 of 2 Building Permit Contractor: ALPINE CUSTOM STRUCTURES Firm: ALPINE CUSTOM STRUCTURES Address: S. 500 PINES Phone: (509) 927-9193 SPOKANE, WA 99206 Building Characteristics Group: U-1 Type: VB Total Area 440 Building Height 13 Stories 1 This Application: Total Project: Description Gtr Type Notes So Ft Valuation Su Ft Valuation GARAGE U-1 VB 440 $8,360.00 440 $8,360.00 Item Description RESIDENTIAL PERMIT FEE STATE SURCHARGE Totals: 440 $8,360.00 440 $8,360.00 Units Unit Desc Fee Amount 1 SELECT $167.25 1 SELECT $4.50 Permit Total Fees: $171.75 BUILDINGS RESTRICTED TO 14 UNITS UNTIL PROPOSAL IS CONNECTED TO PUBLIC SEWER. BUILDING SETBACKS SHALL BE MEASURED 25 FEET FROM THE EDGE OF THE RESERVED FUTURE AQUISITION AREA. Payment Summary:.>::>:::<.;;::>::>::;:::::>::>::>::> Permit Type Building Permit Fee Amount Invoice Amount Amount Paid Amount Owing $0.00 $171.75 $171.75 $171.75 $171.75 $171.75 $0.00 $171.75 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: K_C Printed By: K_C Print Date: 12/16/2004 0%., � S16k' BUILDING PERMIT APPLICATION WORKSHEET City of Spokane Valley Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Phone: (509) 688-0036; Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: i (4? 4 29 E . MAW AVON OG V )Q.A, c AL WA "j? D a7 Assessor's Tax Parcel Number(s): 4/57S71- 220 7 Lor `7, 6Le. c / / r't a 2-7z.orl6 es 7---4-7-6-5 .4S P62 Pc4i Reco�E� Legal Description: iN 0,4.0/ 77E. 2.2 OF' PL -Al rs P c '/ f S � S' 71)/4 N 77/6 C0uAir� 0 iP'2/GF-,V . PERMIT DESCRIPTION: POLE_ 46)1} 4 -5-64 DP 1 Building Permit O Relocation ❑ Change in Use ❑ Grading 0 Manufactured Home ❑ Tenant Improvement D Fire Safety 0 Other OWNER/APPLICANT INFORMATION ❑ Owner: Pc rc I9c,,v 0 Applicant: • Phone: g2 S - 0 33 7 Fax: Phone: Fax: Address: HQ 929 E. MAI /AI A,/E.: Address: SPo, A/E /4-/ /.)A. 99037 City 64 -6 -/ State Zip Code City State Zip Code ❑ Contractor: Az'm/6 c.srn.r, .SnevGru,2Es ❑ Architect: Phone: 9a7- 9i 93 Fax: 9a7—i o i ? Phone: Fax: Address: Soo .S44.r14 PNS Address: SPoyGR N E VA 4-1.-6-1/ / LOA . 99 2.4 City `State Zip Code City State Zip Code WA State Contractor License #:ALP,Nc5 9(oq 1)7-- Contact: PRuc_ £4rn / PERMIT/BUILDING INFORMATION . REIGI-ITTQ PEAK: I3' DIMENSIONS: _ 2©x22x9 # OF STORIES: MAIN FLOOR TO SQ. FTG: "/S/D 7Cf.2- 2'"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE: Po c... 13 v 1 (--. r nl G� HEAT SOURCE: 0 OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT: 4 12_,Sy 1 30% SLOPES ON PROPERTY: 0 SEWER OR ON-SITE SEPTIC SYSTEM? Width: Manufacturer: MANUFACTURED HOME Length: Year: Pit Set: RELOCATION Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: # of Heads: Fire Alarm: Paint Booth: Tent: Fireworks Display: Blasting: Date/Time: Valuation: Above/Underground Storage Tank Size: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Address: Phone: Fax: City State Inspector: Phone: Fax: Address: Zip City State Zip SPECIAL INSPECTIONS 0 BOLTING 0 CONCRETE 0 REINFORCEMENT ❑ WELDING Firm Name: Phone: Fax: Inspector(s): DISCLAIMER 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. Ownership of resulting development rights granted by any issued -permit inure to the property owner. Print Name Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check 0 Mastercard 0 VISA 0 Other Bankcard #: Expires: VIN#: Authorized Signature: CUSTOMER NAME BUILDING ADDRESS CUSTOMER PHONE M M Q) d) Cp • O O N N in N (n O co • LO O ,,^^ a0 W ,-- C*) M co Q • p r v N Z • C LL o) o = L rnt1.H C) C 5 BUILDING REP 0- Engineering Requirements S/L a) O "5 E o CO '~ O C a) a�- Q O 0 3 L (n O Li LI/ -aa 3 II Z1 a v) -a Y(tf 0 _0 3 w om "a 0 c 0 e U 0 O 0 t rn� c - 'a a) U C uj 4) c o 0 0 � 3 0- 0 _0 • Q N 0- • 0) O U- 0 C) _U c • Q O co O • U) a� ui c c 3co3 t Qa • 0 2C - This site plan is being submitted for the purpose of obtaiNng a building permit and is a true and correct representation of the proposal. All known property lines/dimensions, curb lines, structures and easements have been is died. limo indicated are wetlands. steep pes or other critical areas. 4 O 1 r m 4 WAMBEKE ENGINEERING 2913 East 61St Court Daniel Wambeke, P. E. Spokane, WA 99211 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com STRUCTURAL DESIGN DRAWINGS FOR 20' X 22' X 10' POST FRAME BUILDING FOR PETE BANG SPOKANE, WASHINGTON JOB NO. 1047 PREPARED FOR ALPINE CUSTOM STRUCTURES, LLC SPOKANE, WASHINGTON December 8, 2004 1 EXPIRES 12/29/05 1 Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems N O 00 0 N 00 I i� 0 I d - 48'X48" 0/H PORCH AREA 22'-0" 4'-0" „ 9'-0" 9'-0" SINGLE TRUSS 9'-4" CLEAR HEIGHT x 1 PLACE 00 00 DO 30 68 SERIES 94 40" ROUGH OPENING ••■ & ROOF FRAMING - 1 --1 DOULE TRUSS 9'-4" CLEAR HEIGHT x 1 PLACE RIDGE (� ?x6 MSR 2400f-2.OE PURLIN 24" O.C.W/SIMP. JST. HG�-S TO TRUSS II -j— f, -T-2 1/4" 0 1/4" = 1'-0" UI =I a- J J z0 Z W ml a- 0 UAE 12 204 0 im � R-191NSULATION = ETWEEN PURLIN (IN ROOF ONLY) 0 00 00 DO 30 68 SERIES 94 40" ROUGH OPENING ••■ & ROOF FRAMING - 1 --1 DOULE TRUSS 9'-4" CLEAR HEIGHT x 1 PLACE RIDGE (� ?x6 MSR 2400f-2.OE PURLIN 24" O.C.W/SIMP. JST. HG�-S TO TRUSS II -j— f, -T-2 1/4" 0 1/4" = 1'-0" UI =I a- J J z0 Z W ml 7. ROOFING: 30YR COMP. ROOFING OVER 15# FELT OVER 7/16" OSB SHEATHING. SIDING: T-111 SIDING OVER 2X6 VERTICAL FRAMED WALLS 8. TRUSSES SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON COLOR: BY ROOF: SIDING: PLAIN T1-11 TRIM: 1X3 AND 1X8 #2 CEDAR DOORS: -(1) 3068 SERIES 94 WALK DOOR -(1) 8'X7' OVERHEAD DOOR WINDOWS: -(1) 4030 VINYL FRAMED WINDOW EXPIRE_ --=I 2129/05 POSTS: ® 3 -PLY PT GLULAM COLUMN W/24"O X3'-0" CONC. FTG. W/2X6 PT CLEATS NOTES: UAE 12 204 1. CODES: 2003 INTERNATIONAL BUILDING CODE 2. DESIGN LOADS: J ROOF LIVE LOAD (SNOW) = 30 PSF WIND SPEED (EXPOSURE B) = 85 MPH SOIL BEARING PRESSURE = 2,000 PSF CD SEISMIC DESIGN CATEGORY C 3. LUMBER COLUMNS 3 -PLY 2X6 GRUENWALD GLUE LAM COLUMNS M Q PURLINS MSR 2400f-2.OE VERTICAL STUDS 2x6 DF -L #2 0 ) Y � 4. TREATED LUMBER: ALL LUMBER WITH GROUND CONTACT SHALL BE ! PRESSURE TREATED WITH CCA i POSTS: .60 PCF RETENTION ' CLEATS & SKIRT BOARDS: .40 PCF RETENTION o x 5. CONCRETE: 5 SACK CEMENT PER CUBIC YARD OF CONCRETE F'c = 2,000 PSI ® 28 DAYS 6. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE FIRM SOIL WITH MIN. BEARING CAPACITY OF 2,000 PSF AND LATERAL BEARING CAPACITY OF 150 PSF. BUILDER TO VERIFY SOIL CONDITIONS PRIOR TO CONSTRUCTION 7. ROOFING: 30YR COMP. ROOFING OVER 15# FELT OVER 7/16" OSB SHEATHING. SIDING: T-111 SIDING OVER 2X6 VERTICAL FRAMED WALLS 8. TRUSSES SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE STATE OF WASHINGTON COLOR: BY ROOF: SIDING: PLAIN T1-11 TRIM: 1X3 AND 1X8 #2 CEDAR DOORS: -(1) 3068 SERIES 94 WALK DOOR -(1) 8'X7' OVERHEAD DOOR WINDOWS: -(1) 4030 VINYL FRAMED WINDOW EXPIRE_ --=I 2129/05 POSTS: ® 3 -PLY PT GLULAM COLUMN W/24"O X3'-0" CONC. FTG. W/2X6 PT CLEATS U UAE 12 204 J J CD 3 Q W M Q w ::D z U Y � O o a_ ►n �,o W n n Cn o x o "D < O U UAE 12 204 J J V� 3 w [if w ::D z U Y � o a_ ►n �,o Q o "D �mLn O w 00 00 CL co U w 0 vi _z (Z J o � QJI p" Na 1047 UAE 12 204 1047-1 2x6 MSR 2400f—f) nr 471 IRI im w / SIMP. JST. HGR, 5/8"0 x 5 1/2' (1) 1 2X6 STI, FRAMING ® 24" 3 - GLUE L NOTCHED w t FOR TRUSSES DETAIL 3/4"=1'-0" 2x6 MSR 2,400f-2.OE PURLINS @ 24" O.C. W/(3)16d NAILS.TO TRUSS--\ 2X6 STUD FRAMING' © 24" O.C. 3–PLY PT GLUE LAM COL. DBL TRUSS W/ (4) 16d NAILS TO POST (2)16d TO T BTM. CHORD OF TRUSS 2X6 BRAC'"'^ (D 3–PLY PT GLUE LAM CUL. 2X4 NAILER 2X6 FASCIA 1X8 CEDAR /—FASCIA TRIM DETAIL 2 3/4"=l'–O" UL I /-\[L ( A 1 "=1'-0" � \_3/8" PLYWOOD SHEATHING ® SOFFIT SGL. ENDWALL TRUSS W/(4) 16d NAILS TO COL. T-111 SIDING 2X6 BRACING (2) 16d NAILS TO TRUSS 9 12 E„ 4 �— 2 2 �0 2" DBL PRE– FAB TRUSS 2X6 VERT STUD FRMG. @ 24" O.C.W/ 2X6 TOP & BTM PLATES DBL.TRUSS W/ (4)16d NAILS TO COL. RR 2X6 STUD FRAMING DETAIL O @ 24" O.C. V1=11-011 SGL.2X8 PT SKIRTBOARD 2X6 EDGE PURLIN W/SIMP. JST. HGR. TO TRUSS —2X2 NAILER 20'-0" SECTION SCALE 1/4" = 1'-0" 2X6 FASCIA 1X8 CEDAR /— FASCIA \_3/8" PLYWOOD SHEATHING SOFFIT T-111 SIDING Na KEV1510N/&UE UAIE 2x6 MSR 2400f-2.OE PURLINS ® 24" O.C. W/SIMP. JST. HGRS.TO TRUSSES SEE DET 5 2X6 BRACING, SEE DETAILS 3&4 3—PLY PT GLUE LAM COL. NOTCHED ® TOP FOR TRUSSES 101 THIS SHT. EXPtE 12i.`2C! 5 U J J 0 3 z LLi m z w Q z W � I— O Ln W n 0. c/1)a >� oI < � L Z o o` U J J US 3 w cr_ w ::D z UY Ln ti QID oI �m � O o` I-- w z 00 OD CL 00U w a Z o n J o In Q dotst"a 1 047 UA I ti 12/2/04 2 DR ANN Nim FFA FILL 1047-1 30 YR. COMP. ROOFING MIM / CA CCI T AWCD FRONT ELEVATION 3/16" = V-0" 1 x3 CEDAR TRIM (TYP.)ALL CORNERS K6 EDGE PURLIN 1 X8 CEDAR TRIM 5/8" T-111 SIDING 1X8 CEDAR TRIM 11 K I U N I J I U L LLL VA I I U N 3/16" = 1'-O" SIDING 1X8 CEDAR DOOR TRIM--/ LEFT SIDE ELEVATION 3/16" = 1'-0" I r is -?,' _9111 3 —48"X48" PORCH WITH I 3X8" PLYWOOD SOFFIT JOB N l 1 047 DAIL. 12/2/04 3 FTA 1047-1 Q vi 3 w O w (-D Z w Y � M p lf� Q 0 Ln cn GioID 0 O tn w � J ] n r n) l i._7- ! O j � O i � � L cO ::D co JOB N l 1 047 DAIL. 12/2/04 3 FTA 1047-1 Q vi 3 w O w U Y � ::D p lf� 0 Ln cn GioID O tn O cl) m „ E— w 00 cn z co ::D co w 0 v, z o C) JOB N l 1 047 DAIL. 12/2/04 3 FTA 1047-1