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2004, 12-16 Permit App: 04009426 Shop Addition Project Number: 04009426 Inv: 1 Application Date: 12/16/2004 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit ProjectInformation: Permit Use: ADDITIONAL 600 SQ FT ENCLOSED LEAN-TO Contact: ALPINE CUSTOM BUILDING TO EXISTING 1500 SQ FT SHOP Address: 502 S PINES RD C-S-Z: SPOKANE WA 99206 Setbacks: Front NA Left: 83 Right: NA Rear: NA Phone: (509)927-9193 Group Name: Site Information: Project Name: Plat Key: 001845 Name: OPPORTUNITY HEIGHTS ADD District: F Parcel Number: 45211.2113 Block: Lot: SiteAddress: 11725 E 8TH AVE Owner: Name: BOYER,EDWARD Address: 11725 E 8TH AVE Location::CSV SPOKANEVALLEY,WA 99206 Zoning: UR 3.5 Water District: Hold: ❑ Area: ;,000.00 Acres Width: 100 Depth: 130 Right Of Way(ft): 0 Nbr of Bldgs: 2 Nbr of Dwellings: 10 Review Information: :;:: ...... . Review Site Plan Review Released By. Originally Released: 12/16/2004 By: ddompier Plan Review Released By: OK PER ENGINEER PLAN Originally Released: 12/16/2004 By: ddompier Permits: ............................................ Operator: DMD Printed By: MT Print Date: 12/16/2004 Project Number: 04009426 Inv: I Application Date: 12/16/2004 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit 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 600 Building Height 15 Stories 1 This Application: Total Project: Description Gm Type Notes Su Ft Valuation Su Ft Valuation GARAGE U-1 VB ENCLOSED 600 $11,400.00 600 $11,400.00 Totals: 600 $11,400.00 600 $11,400.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $209.25 STATE SURCHARGE 1 SELECT $4.50 Permit Total Fees: $213.75 Notes: :.. ................. Payment Summary Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $213.75 $213.75 $0.00 $213.75 $213.75 $213.75 $0.00 $213.75 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: DMD Printed By: MT Print Date: 12/16/2004 oci -q(Pz y BUILDING PERMIT APPLICATION WORKSHEET ökan S 00°1\11City of Spokane Valley Community Development Department Building Division ey 11707 E. Sprague Avenue, Suite 106 4000° Spokane Valley, WA 99206 Phone: (509) 688-0036;Fax: (509) 688-0037 REQUIRED SITE INFORMATION Street Address: 1/ '72-5 E. S ' Seae-4-"/C 1 it u k)A . Assessor's Tax Parcel Number(s): 'il 5 2// - 2. / /3 Legal Description: PERMIT DESCRIPTION: Pcc., 2J1t�Dl t•36, -PeeP-m i 1------ § Building Permit ❑ Change in Use ❑ Grading El Manufactured Home El Relocation ❑ Tenant Improvement ❑ Fire Safety El Other OWNER/APPLICANT INFORMATION El Owner: Et Boy 6-2, ❑ Applicant: Phone: I(0-y7( I Fax: Phone: Fax: Address: in S to . e,IV_ Address: o p1JE- ifs- WA , 9g2re , City St d Zip Code City State Zip Code El Contractor: ALP'/NE C zs•'aIn ,.5r :c.-zf1 Architect: Phone: 9..2,7-9/93 Fax: 927-/x/9 Phone: Fax: Address: .,5-. sp 0p„ves Address: ..5-,044/Vg Viii-a-�.ct - 924• 9 9 City /State Zip Code City State Zip Code WA State Contractor License #: Az-IN°/6S96'/ -b`''Contact: PERMIT/BUILDING INFORMATION HEIGHT_TQ.PEAK DIMENSIONS: - _::. #OF STORIES: _-_-- MAIN FLOOR TO SQ. FTG: 2”"FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE: HEAT SOURCE: 4i OF BEDROOMS: TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT: 30%SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC SYSTEM? MANUFACTURED HOME Width: Length: Year: Pit Set: Manufacturer: 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: Phone: Fax: Address: City State Zip Inspector: Phone: Fax: Address: City State Zip SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE ❑ 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 issuedpermit inure to the property owner. Print Name Signature Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard ❑ VISA ❑ Other Bankcard#: Expires: VIN#: Authorized Signature: L/41 Ds° 1 -r--t ,i_....., , re(___ CUSTOMER NAME Kr,o, BUILDING ADDRESS CUSTOMER PHONE A L F I\ L BUILDING REP ENGINEERING REQUIREMENT CODE S/L. WIND EXP Show bay spacing, open bays, partitions, including doors, windows, skylights, vents, sheds, etc. Show building frame type & roof pitch (clearspan, rows of poles, etc.). Show concrete slab &thickness. Show metal or wood type for roof and walls. Show north dir tion. f , yp . This :iMOinis b rt sib , t 1144 obtal fit.a btiiklirumlt. , b •trus and -.,, �ep�. ; talon P+• AM krrpvr�r pry y fines •irmers , -" ,"_ have h. I, +AI,u diaarad are Yii .'• bod" •o 41o,,. pr of critical are t I213 RO D WIDTH CO MEND 41111Figilli . t'Y'1 g - , e a 4 1 , HOME OFFICE: / OFFICE: 500 S PINES ROAD C 18N 200 EAST,#309 SPOKANE VALLEY,WA 99206 TREMONTON,UT 84337 1-888-567-5657/FAX:509-927-1019 FAX:435-257-4826 www.alpinecustomstructures.com email:info@alpinecustomstructures.com WA License:ALPINCD964DT 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 30' X 10' SINGLE SLOPE ADDITION TO AN EXISTING POST FRAME BUILDING FOR ED BOYER SPOKANE, WASHINGTON JOB NO. 1034 PREPARED FOR ALPINE CUSTOM STRUCTURES, LLC SPOKANE, WASHINGTON December 11 , 2004 ti ti. Wa,4 WAsNA, r 0,4. ,1806�7ez5 "VGNAL ., . EXPIRES 12/29/05 Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems NO. REVISION/NE. DAZE NOTES: ow CHANGED SPECS 12-11-04 1. CODES: 2003 INTERNATIONAL BUILDING CODE 2. DESIGN LOADS: ROOF LIVE LOAD (SNOW) = 35 PSF WIND SPEED (EXPOSURE C) = 85 MPH SOIL BEARING PRESSURE = 2,000 PSF 20'X5'X4" CONC. SEISMIC DESIGN CATEGORY C w APRON W/FIBERMESH 3. LUMBER ° ° 4X6 : HEM FIR #2 PURLINS : MSR 2,400f-2.0E 30'-0" GI RTS : 2X6 DF-L #2 1C-0" 10'-0" / 10'-0" °I CV Q rei X X 1 \ 4. TREATED LUMBER: ALL LUMBER WITH GROUND CONTACT SHALL BE PRESSURE TREATED WITH CCA N POSTS: .60 PCF RETENTION CLEATS & SKIRT BOARDS: .40 PCF RETENTION I 1 I 1--L-I w 20X30 X4 5. CONCRETE: 5 SACK CEMENT PER CUBIC YARD OF CONCRETE F'c 0 z CONCRETE SLAB WMP-10 I I I = 2,000 PSI CO 28 DAYS SERIES 94 W/FIBERMESH LINER CO 40" ROUGH z I I (IN ROOF ONLY) I I ct 6. ALL FOOTINGS SHALL BEAR ON UNDISTURBED NATIVE FIRM SOIL 0 OPENING w O WITH MIN. BEARING CAPACITY OF 2,000 PSF AND LATERAL BEARING r1 I CD o vNi CAPACITY OF 150 PSF. BUILDER TO VERIFY SOIL CONDITIONS PRIOR LLI C/-) " fl o " TO CONSTRUCTION z 0 o = -I 7. ROOFING: 29 GA CORRUGATED STEEL W/5/8" HIGH RIBS ®9" 'o n 8 a M > O.0 WITH #10 X 1 1/2" ROOFING SCREWS CO 9" O.C. EACH SIDE o Z OF HI-RIB ©EAVES & RIDGE. ALSO ON ONE SIDE OF HI-RIB ALL ---1DO I ,2x6 MSR 2400f-2.OE PLIRILINS I w FIELD PURLINS. SIDING: 29 GA CORRUGATED STEEL WITH 5/8" HIGH RIBS @9" CO 30" O.C. W/RUS O.C. SPACING WITH #10 x 1 1/2" SCREWS ® 9" O.C. EACH SIDE CD JST. HGRS. TO TRUSS I I J DO OF HI-RIB © ALL HORIZONTAL FRACTURES ON ENDWALLS ONLY. J " ALSO ON ONE SIDE OF HI-RIB ALL OTHER PLACES. Q DBL MONO TRUSS \ w 3 9'-4'' 8. TRUSSES SHALL BE DESIGNED BY AN ENGINEER LICENSED IN THE 1.2 HEIGHT x 2L PLACES EAR STATE OF WASHINGTON D }— r t \ COLOR: 0 a Ln 11 I I I I I I - ROOF: �, 1,. WA a RIDGE CAP: tib'pF wASpj �, A o N SIDING: t Cr ,. II I EXISTING I I II 1 ti 4, 1/ g In 11 II STRUCTURE 11 TRIM: �� CO !�►, A� 0 W Z CO II I I I I II DOORS: A `� ' D C -(1) 3068 SERIES 94 DOORS -'O 180671 v -(1)14'X8' OVERHEAD DOOR �. ss/pNT Z o Ao CD 2 I EXPIRES 12/29/05 , _J `c" FLOOR & ROOF FRAMING PLAN 3/16" = 1,-0" Q ® 4X6 ROUGH SAWN PRESSURE TREATED POST W/18"0 x 3'-0" DEEP CONC. FTG. POSTS: ®6X4 ROUGH SAWN PRESSURE TREATED POST W/20"0 x 3'-0" DEEP CONC. FTG. ❑ EXISTING 6X6 ROUGH SAWN PRESSURE TREATED POLE W/EXISTING CONC. FIG. .jOBNC. 1 034 \ DAILi 11/3/04 1 """NM FTA IBI 1034-1 '1 NO. REVISION/ISSUE UAIE , 2X6 EDGE PURLIN W/(3)16d NAILS TO POST—\ —2— - DBL. MONO TRUSS Z—W/(4)16d NAILS _SIDEWALL , 1 , FLASHING UHl_.r-Q.-tAU lit PURLINS 6X4PT 5/8"0X10" MB iI (2)PLACES ` �, Nir (3) PLACES ` /i 1.11 JI INI 1 'in ; Alk . 17111111111111111116" 2X6 STD GIRTS , \ Q NINNIII ® 24"O.C. ' 2X4X24 CLEAT i 2X4X24 CLEATAg"• •! W/(8)16d NAILS • W/(8)16d NAILS TRUSS BRACING CC L.LiSEE DETS-3&4 -• LTJ LiJ • DETAIL O 1 6X4 PT POST ›- z 3 4"=1'-O" TO EXISTING PT O < / x POST W/ m EXISTING '-LI 5/8"0 X 11" MB 2X6 STD-GIRTS I 6X6 PT (4) PLACES ® 24" 0/C C) Cl- _, POST L1J (JD 2x6 MSR 2400f-2.0E PURLIN SINGLE 2X6 I z y ® 30" O.C. W/(3)16d NAILS P.T.SKIRTBOARD o n z TO RAFTERS ‘ 2x6" BLKG. \ : 2O'-O" ABOVE TRUSS `.,;) X::; j;: W/(3)16d NAILS :? ; 1 ;. U MILSECTION 20" X 36" CONC. FTG. ''7 `� \ PSCALE 1/4" = 1'-O" O W/18" #5 REBARI'20"� I' w THRU. PT. POST �` X CC Iii 4X6 PT U Y N POST SGL. ENDWALL TRUSS 4X60 in `0 IY 1 w/(4)16d NAILS PT POST c Q o in cY cu up (2)16d NAILS crN 0 v) m TO TRUSS 2X6 BRACING (2)16d NAILS I- Z co 2X6X24 CLEAT /, w W/(8)16d NAILS w o �� --� 11 ti L. W z 0 (� 111 In - � ,,F WAN,\„ Ii oI BTM. CHORD / :• .1: /4" •OF TRUSS DETAIL Y o 3,4-.1 -o DETAIL 3 DETAIL o.4, i iv. ,s,, O 4 s1ONAL EN JOB NO 1034 1".1'-0" O UA IE 11/3/04 2 I EXPIRES 12/29/05 I URA\\N B1. FTA `ill-[ 1034-1 , NO. REVISION/ISSUE DAZE GABLE TRIM 4" METAL 0/H 12 12 2 2x8 JAMB / [FASCIA 0 Co 1\... EXISTING BUILDING Q ° W/METAL SIDING / 14'-0" I l i I I \ I I i I I I i I z 4X4 TRIMCC (TYP.) 0 < ALL CORNERS m FRONT ELEVATION REAR ELEVATION 29GA STL.SIDING 0 n 3/16" = 1'-0" 3/16" = 1'-0" Liiii (f o ° z z < z O O EXISTING EXISTING 29 GA. STEEL ROOF METAL ROOFING RIDGE CAP SIDEWALL c_ FLASHING J J ITlTI-11-1 17 TIT 17TI771 1-fTIT f 11-171-1TI-1 TIT f ¢ , • = 44 i4 =i =i43: =i4 �n 6 =1461 =141mi i4 =i Z \ , .(E U hi p 1—(f) D a. C 0 0 W C' ti L' W`4 Z o �G h,/ -J Un 29 GA STL.SIDING / r , got, 4,.18067 w ,„ A's, NGISTgA�� 0V . `S/ONAL� ,0\-.\ eJOBNo. 1 034 SIDE ELEVATIONDA E 11/3/04 3 3/1 6" = 1'—O" I EXPIRES 12/29/05 I 1.,"N 151. rr� \/ILI. 1034-1 �/ l NO. KEVISION/ISSUE DAIS 12 _13 \ 12 .4, 31 #8 #8 co w #7 —•-a #7 #6 in i " #11 ,` #5 1" a ; #1O N #9 r #4 M #3 I � _I e N I LINE OF DOOR o III W OPENING � }- � M I I 1 I I I \ \ \ \ \ \ \ I 1 I IO REAR ELEVATION W FRONT ELEVATION _ z 3/16~ = 1 1—o~ METAL LAYOUT 3/16~ — 1 —o~ o METAL LAYOUT t U ITlT17TIT17TI717TI-TT1T17TIT 11T171-ITI7TIT _i II �� II II IIII IIII J _114 _ I _146d 14p 61 =1461 41 i 146 w 3 tx LI z U Y D 0 U-) 0_ \ - - (/) Q o p v) m ,. I- w o0 N z C) `I w V #1 #1 #1 #1 #1 #1 #1 #1 #1 #1 = o a \ r I ',OU,NO. 1 034 SIDE ELEVATION 3/16~ = V-0" UAIE 11/3/04 4 METAL LAYOUT K „NI„ rrn .II 1034-1