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2014, 03-20 Permit App: BLD-2014-0536 Accessory BldgSpokane .00Valley Community Development Department Permit Center 11703 East Sprague Avenue, Suite B-3 Spokane Valley, WA 99206 Tel: (509) 688-0036 Fax: (509) 688-0037 permitcenter@sDokanevallev.orq (staff UU,�a—� P 'oteenI NUMBER:_ c �I� SOS.! .PER4 EECEIVED MAR 19 2014 .e4k RESIDENTIAL CONSTRUCTION PERMIT AC#ITER ID NEW CONSTRUCTION l ADDITION/REMODEL NI DECK OTHER SITE ADDRESS: SJ43Atd v iOiLth JG ASSESSORS PARCEL NO.: LEGAL DESCRIPTION: BUILDING OWNER NAME: NAME: \Jo 5e(DV1 Gr ^► 1Ci://�ti ADDRESS: j L{ Sa ' CO(7V1)/tJ CITY: spaki-Jif V ,ALLf V STATE: 1f,I ✓ \ ZIP: PHONE: () /g r FAX: CELL: CONTACT NAME: 35e_ PHONE: FAX: CELL: CONTRACTOR NAME: OAL1T Y S% cam(__. 130)LD/IU`GS /A/C__— MAILING ADDRESS: (.3 ( ( �p/ V D tel �*'E- 0 �/�--O CITY: Evii)`C�I� STATE: V.-).- 22� ZIP: /o� /�(j PHONE: ( ,./&,0 -1 G,6 FAX: u/ 3-72_,D CELL: c -�0L CONTRACTOR LICENSE No.: Q0AL )S 50S I C 7 EXPIRES: CITY BUSINESS LICENSE NO.: DESCRIBE THE SCOPE OF WORK IN DETAIL AND INDICATE USE & PROPOSED USE: ****YOU MUST COMPLETE THE FOLLOWING**** CABLE Height to eak: �-,. 4,.O Dimensions: u l� No. of Stories: Total Habitable ,✓/A /► Space: Ai Main Floor SQFT: C, j} 0O Upper Floor SQ FT•�/� /(1 Unfinished Ba,esnent SQ FT: /V, Finished Bas�rSQ FT: /I/ Garage SQ FT: gO 0 Deck/Covered Patio SQ FT: ,J jyi Impervious Surface Area: (1A— 30% Slopes on Property:A//' No. of Bedrooms: Construction Type: Heat Source: Sewer or Septic: TOTAL COST OF PROJECT: $ %y; 000, c9""— DISCLAIMER The permitted verifies, acknowledges and agrees by their signature that: 1) if this permit is for construction 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) The 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 - • •- emitted and • - • i=T' ly approved before this application can be processed. Signet Date: (.3/2:0//q Updated 1-1 - 1 Page 1 of 1 http://www.spokanevalley.org/filestorage/124/938/210/948/1496/Building_Permit= _Residential_11-11-11.doc Residential Driveway PAVING WAIVER Community Development — Planning Division 11703 E Sprague Ave Suite B-3 ♦ Spokane Valley WA 99206 509.720.5026 ♦ Fax: 509.688.0037 1 plannine®sookanevallev.org Spokane Valley Municipal Code (SVMC) Section 19.40.020.B; "All residential driveway and off-street parking areas shall be paved with asphalt, Portland cement, grasscrete, paver blocks or other equivalent hard surface material". A paving waiver can only be granted if the structure you are proposing is not going to require a driveway for daily use,. — OWNER INFORMATION OWNER NAME: ,‘,106...a.( kit_14A4 PARCEL #: ADDRESS: (`?oci fi OvatAjti\_. CITY: Sof V/I,t4 L' LI, STATE: la ZIP: q T Z PHONE:')'7.16 �7f 7 FAX: CELL: 5 Z (b C 7/7 EMAIL: PART II —DETAILS OF PAVING WAIVE 1. Do you have an existing garage for parking daily use vehicles? YES ❑ NO 2. Is the proposed detached structure used for storage only? YES ❑ NO 3. Do you plan on using the detached structure to park vehicles? EYES ❑ NO If yes, then what type of vehicles? tD/s 4. Do you plan to conduct a business from proposed detached structure? ❑ YES NO If so, what is the nature of your business? A-- '����PART III —AUTHORIZATION I,(PRINT NAME) (1IwUAN1 owner, hereby confirm that the information provided on this form is true and correct. I acknowledge that any change in the foregoing conditions, could require the City to impose paving requirements. I further agree to report any change in these conditions to the Sp6kaie9Vail mmunity Development Department, Planning Division, within 30 days. Owne(c` Signature -Z�-zz)r/-71 Date PART IV — DECISION STAFF HAS REVIEWED THE PROPOSED PAVING WAIVER //4ONBBEEHHALF OF THE COMMUNITY DEVELOPMENT DIRECTOR AND FIND THE REQUEST IS GRANTED AT \Ai.JC SAID A�DRE �S FO', PE' IT #: D — au '- 0630 -1A Planing Dkision Staff Signature Date Created 6/27/11 Page 1 of 1 WAMBEKE ENGINEERING 2913 East 61st Court Daniel Wambeke, P. E. Spokane, WA 99223 Telephone: 509-443-6186 • Fax: 509-448-6582 • dwambeke @msn.com March 21, 2014 Mr. Justin Brown QUALITY STEEL BUILDINGS, INC. 361 Sandy Shores Road Newport, WA 99156 SUBJECT: 20' X 40' X 14' POST FRAME BUILDING FOR JOE GRAHAM, 14809 E. CROWN AVENUE, SPOKANE VALLEY, WA Dear Justin: Quality Steel Buildings sold this post frame building to Mr. Graham for construction on his lot in Spokane Valley. The building will be erected according to standard post frame building plans I have prepared for Quality Steel Buildings, Inc. for 30 PSF live load, 110 MPH wind speed, Exposure B, Seismic Design Category C and 2,000 PSF allowable soil bearing pressure, IBC 2012. Posts are located @ 10'0" o. c. and manufactured trusses will have 4:12 roof pitch. I have reviewed the design of this building and checked it for the diaphragm design criteria used in the standard plan design. The front endwall has a 12' x 12' overhead door and a 3' pass door. There is insufficient steel sheeting on this endwall to transfer all lateral loads on the sidewall and roof to the base of the building. However, since there are no openings in the rear endwall, the total diaphragm resistance of the front and rear endwalls can resist all lateral loads on the building. The roof diaphragm will transfer lateral loads not able to be resisted in the front endwall to the rear endwall. The rear endwall has no openings. There is sufficient steel sheeting on this endwall to transfer all lateral loads on the sidewall and roof to the base of the building. The left sidewall has no openings. The right sidewall has a 9' x78' overhead door. Sidewall openings have no effect on the lateral load resistance for this building. You may use the standard 30 PSF post frame building plans for all framing and connections for this building. Please contact me if you have any additional questions about the design of this building. Sincerely, (4e) - Daniel Wambeke, P. E. Enclosure DW:dw t;0 -{)-D114:12.5_40 RECEIVED MAR 2 1 2014 CSV PERMIT CENTER S U B # RPV. Designer of Small Structures, Post Frame Buildings, Foundations, Light Gauge Steel Framing and Grain Storage Systems • Typical 12' x 12' Overhead door Typical 9' x 7' Overhead door 40'-0" -k!rANNING DEPT. r 0 PPROVED Quality STEEL BUILDINGS, INC. 361 Sandy Shores RD Newport WA 99156 LIC# QUALISBO81 C7 SITE PLAN SHOW NORTH (509) 468-1606 office (509) 468-3720 fax Project 4- 56/)'`11-0 - RECEIVED MAR—L9-21111 30 CSV PERMIT CENTER SUB # REV. # E l77' lax (101r -- ease m-1- L N1'T GAGE 10' FROM SEPTIC/DRAINFIELD SHOW STREETS/ALLEYS SHOW SEPTIC/SEWER/DRAINFIELD SHOW EXISTING BUILDINGS SHOW SETBACKS-FRONT,REAR,SIDE SHOW LOT SIZE SIDE YARD & REAR YARD SET BACKS. 5' TO PROPERTY LINE UP TO 15' PEAK HIGH FOR EVERY FOOT OVER 15' ADD 1' TO SET BACK. FILE JOB NAME PHONE # ADDRESS NB 0'/ f saatiikle-Vice J PARCEL # z/(,3 afaxati Job 101040 I PRO -BUILD, Truss 20BT SPOKANE. . BO B JONES Truss Type COMMON Qty 1 Ply Job Reference (optional) 17041163 6-5-0 6-5-0 1 10-0-0 3-7-0 5x6 = 7.350 s Sep 27 2012 MiTek Industries, Inc. Thu Jul 25 15:01:48 2013 Page 1 ID:xAgskaLDepg5JC3UKKsxB6zyguK-OK?yCfiNXPe34K?eIUIHE1NPoV3EhGEKIKg14ByuUhH 13-7-0 20-0-0 3-7-0 6-5-0 Scale = 1 32.8 7x8 MT18H = 10-0-0 20-0-0 3x12 10-0-0 10-0-0 Plate Offsets (X,Y): 11:0-3-13 0-1-81 150-3-13 0-1-81 16:0-4-0 0-5-0] LOADING (psf) TCLL 40.0 (Roof Snow=40.0) TCDL 5.0 BCLL 0.0 ' BCDL 10.0 SPACING 5-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code IRC2012/TP12007 CSI TC 0.75 BC 0.84 WB 0.87 (Matrix) DEFL in (loc) 1/deft Vert(LL) -0.21 1-6 >999 Vert(TL) -0.43 1-6 >549 Horz(TL) 0.11 5 n/a Ud 240 180 n/a PLATES MT20 MT18H GRIP 220/195 220/195 Weight: 103 Ib FT = 0% LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES (Ib) TOP CHORD BOT CHORD WEBS 2x6 DF 1800F 1.6E 2x6 DE 1800F 1.6E 2x4 DF Stud/Std (Ib/size) 1=2198/0-5-8 (min. 0-2-14), 5=2198/0-5-8 (min. 0-2-14) Max Horz 1=49(LC 10) Max Gray 1=2687(LC 2), 5=2687(LC 2) - Max. Comp./Max. Ten. - All forces 250 (Ib) or less except when sho 2-7=-5595/0, 2-3=-4490/0, 3-4=-4490/0, 4-8=-5595/0, 1-6=0/5361,5-6=0/5361 2-6=-1885/164, 3-6=0/1967, 4-6=-1885/165 own. BRACING TOP CHORD 2-0-0 oc purlins (2-10-1 max.) (Switched from sheeted: Spacing > 2-0-0). BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. THIS DRAWING ASSUMES NO RESPONSIBILITY FOR THE DESIGN OF THE LATERAL BRACING SHOWN. DUE TO THE WIDE SPACING OF THE TRUSSES, SPECIAL CONSIDERATIONS MUST BE GIVEN IN THIS AREA. IT IS THE RESPONSIBILITY OF THE PROJECT ENGINEER/ARCHITECT TO SPECIFY PROPER BRACING SIZE AND ATTACHMENT. 5-8=-5845/0 Project NOTES 1) Wind ASCE 7-10, Vu8=100mph (3 -second gust) V(IRC2012)=79mph; TCDL=3.0psf; BCDL=6.Opsf; h=2511; Cat. I; Exp B; enclosed; MWFRS (envelop =i; cantilever left and right exposed , end vertical left and right exposed; Lumber DOL=1.33 plate grip DOL=1.33 2) TCLL. ASCE 7-10; Pf=40.0 psf (flat roof snow); Category I; Exp B; Partially Exp.; Ct= 1 3) Unbaianced snow loads have been considered for this design. 4) Dead loads shown include weight of truss. Top chord dead load of 5.0 psf (or less) is not adequate for a shingle roof. Architect to verify adequacy of t. p chord dead load. 5) All plates are MT20 plates unless otherwise indicated. 6) This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7) ' This truss has been designed for a live load of 20.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the ottom chord and any other members. 8) This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. LOAD CASE(S) Standard FILE ri.©5, �.�CEIVED M/l:v 3 2 :TM July 26,2013 AWARNING - Venfy design parameters and read notes on this Truss Design Drawing and included DrJ Reference Sheet (rev. 03-11') before use. Design valid for use with MiTek connector plates only. This design is based only upon parameters shown, and is for an individual building component. Applicability of design parameters and proper incorporation of the component is responsibility of building designer or owner of the trusses and installer. Lateral restraint designations shown on individual web and chord members are for compression buckling only, not forbuilding stability bracing. Additional temporary restraint/ diagonal bracing to insure stability during construction is the responsibility of the installer. Additional permanent building stability bracing of the overall structure is the responsibility of the building designer or owner of the trusses. For general guidance regarding design responsibilities, fabrication, quality control, storage. delivery, erection, lateral restraint and diagonal bracing, consult ANSI/TPI 1, DSB-89 and BCSI (Building Component Safety Information) available from SBCA at www.sbcindustry.com. CONSULTINGuc