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1996, 02-28 Permit App: 96000969 GaragePROJECT NUMBER= 96000969 PRPLICATION DATE= 02/28/96 PAGE= 01 ****** THIS IS NOT A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 8016 E MARIETTA AVE PARCEL#= 45072.5802 ADDRESS= SPOKANE WA 99212 PERMIT USE= DETACHED GARAGE - 30 X 30 PLAT#= 001868 PLAT NAME= ORCHARD AVENUE ADD (TR.1-228) BLOCK= LOT= ZONE= UR -7 DIST#= H AREA= F/A= F WIDTH= 78 DEPTH= 150 R/W= 60 # OF BLDGS= 2 # DWELLINGS= 1 WATER DIST = OWNER= SULLIVAN, LEO STREET= 8016 E MARIETTA AVE ADDRESS= SPOKANE WA 99212 PHONE= 509 926 9145 CONTACT NAME= LEO SULLIVAN PHONE NUMBER= 509 926 9145 BUILDING SETBACKS: FRONT= 60 LEFT= 80 RIGHT= 5 REAR= 5 r***************************** REVIEW INFORMATION **************************,r*,r DEPARTMENT REVIEW REQUIREMENT BUILDING PLAN REVIEW REQUIRED COMMENTS: BUILDING SETBACK REVIEW REQUIRED COMMENTS: lTG- C k TTA HEALTHDIST INCREASE IN LOT COVERAGE COMMENTS: ZZZf //n 2n a' F icy( ******************************* BUILDING PERMIT ******************************* CONTRACTOR= OWNER PHONE= NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 10 STORIES= 1 BLDG W X D = 30 X 30 SQ FT= 900 SPRINKLER= N REQ PARKING= #HANDICAP= CRITICAL MAT= N DESCRIPTION GROUP TYPE SQ FT VALUATION GARAGE U-1 VN 900 10800.00 PROJECT NUMBER= 96000969 APPLICATION ITEM DESCRIPTION • DATE= 02/28/96 PAGE= 02 QUANTITY FEE AMOUNT RESIDENTIAL VALUATION Y 150.75 STATE SURCHARGE Y 4.50 RESIDENTIAL SURCHARGE Y 33.17 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 188.42 .00 188.42 188.42 PROCESSED BY: BURRIS, ROBIN PRINTED BY: BURRIS, ROBIN .00 188.42 ******************************** THANK YOU ************************************ APPLICATION INFORMATION q0 ---q[27 What is the JOB SITE address? 779— Legal�descn'ption •a appearsf on'the'propeerrty deed ASSESSOR'S tax parcel number? OWNER or OCCUPANT .(en NCr}Aey'/-\} Mailing address 076'197re s77;? Who should we contact regarding this project? wee -s'////4c-1 City, state Phone 917Zc— Zip Phone What work is being done under this permit? U(j»7 ,��£e ev7(,e;4Ky� [one Inspector district.: .:-property me1:: Contractor WA State Contractor Building height Dimensions Q5 villain floor a V / # of stories 'TOTAL SQUAREFOOTAGE Unfinishbd basement area Mailing address O Finished basement area Architect/Engineer What is the heat source? Manufactured Home Garage area C� 3/ 7 is they yopr project? Sig;; Size of deck etc.: Width: Length: What is the square footage of the sign face? How high is the sign? Year: Make: Installer Contractor Wa State Contractor license # Wa State Contractor license # Mailing address Mailing address Relocation Fire Safety; Previous address Fire Sprinkler Paint booth Fire Alarm Tent Fireworks display _ VALUE Contractor Contractor WA State Contractor license # WA State Contractor license # Mailing address Mailing address Fuel Storage Tanks Swimming Pool (Circle one) Above -ground Underground Contents of tank(s) Size / gallons Size / gallons Private Public/semi-private Contractor Contractor Wa State Contractor license # WA State Contractor license # Mailing address Mailing address COMPLETE ALL APPLICABLE INFORMATION Spokane County does not discriminate on the basis of disability in the admission to, or treatment or employment in, its programa or activities. N Site Plan INCLUDE THE FOLLOWING: ❑ All roadways, driveways & easments ❑ Distances from center of roads, right of ways, private roads & property lines 0 All existing & proposed buildings ❑ Underground utilities ❑ North arrow 0 Septic tanks & wells 02/1 EJER'G.REENI TRUSS. , Job Truss QSB Evergreen Truss #4 Truss Type GAMBREL ATTIC 4-8-15 9-0-4 , 4-8-15 4-3-6 3 00{1Pil2 5106 3 fU 73431 N7 10 1 Mike Wood 3.300 s May 261995 MiTek Industries, Inc. Sun Feb 1811:24:01 1998 Page 1 21-5-12 25-9-1 30-8-0 6-2-12 4-3-6 5x5 4 5x6 11 -22 . 5 2x4 6 4-8-15 9-0-4 F-- 9-0.4 Plato Offsets (X,Y): (1:00.0,0.0-S1. [7;0.0-7.04.6) 10 9 8 3x8 = 3x8 = 4x6 = 21-5-12 12-5-7 LOADING (psf)SPACING 5.04 TOLL 30.0 TOOL 5.0 BOLL 0.0 13CDL 1.0 Plates Increase 1.15 Lumber increase 1.15 Rep Sttoss !nor NO Coda UBC -94 30.60 9-0-4 CSI TC 0.60 BC 0.70 WB 0.34 DEFL (m) (loc) Udell Vert(LL) 0.32 9/8 999 Vert(TL) 0,38 918 940 Horz(TL) 0.05 T Na Min Length / LL don a 240 LUMBER TOP CHORD 2 X 6 OF SS BOT CHORD 2 x 6 DP SS WEBS 2X4DFStud REACTIONS (Ibs/sfse) 1=2700/0-643, 7=2700104.0 FORCES TOP CHORD 1-2=-3215, 23=-2673, 3-4=-1998, 4-5=-1998, 5-6--267'3, 6`7=.3215 601' CHORD 7-8=2243, 8-9=1965, 9-10=1966, 1-10=2248 WEBS 2.10■ -442. 3.10=414, 440=-57, 4-8=-57, 5-8=414, 6-8=-442 PLATES GRIP M20(209a) 186/148 Weight: 220 (Ibs) BRACING TOP CHORD 2-0-0 on center puffin spacing. accept end verticals. BOT CHORD Rigid ceignp directly applied, or 10.00-00 on center bracing. WEBS 1 Row at midpt 10.4, 4-8 NOTES Tho bottom chord deed load shown is sufficient only to cover the truss weight Itself end dons not allow for any additional load to be addod to the bottom chord. 2) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent With any other IN Toads per Table No, 18-B, UBC -94. LOAD CASE(S) 1) Lumberhnctease=1.15, Plate lnerease=1.15 Uniform Loads (lbs per ft) Vert:1-2=-175.0.2-3s-175.0, 3.4=-175.0. 4-5=-175.0, 5-60-175.0.6.7r-175.0, 7-84,0, 5-9=4.0, 8`10=5.0, 1.10=-5.0 oicto n1m-LE-TrA Lutz-- -7 14.)WIDTI+ Le() i:RONT F ANKING: ;OMMENTS -VIEWEURAT-