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1993, 04-15 Permit App: 93002535 GaragePROJECT NUMBER= 93002535 APPLICATION DATE= 04/15/93 PAGE= 01 ****** THIS IS NOT A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT ---------------------------------------------------------------------------- SITE STREET= 6925 E MARIETTA AVE PARCEL#= 35121.3202 ADDRESS= SPOKANE WA 99212 PERMIT USE= DETACHED GARAGE PLAT#= 001866 PLAT NAME= ORCHARD AVENUE ADD (TR.1-228) BLOCK= LOT= ZONE= UR -3.5 DIST#= E AREA= F/A= F WIDTH= 57 DEPTH= 200 R/W= # OF BLDGS= # DWELLINGS= 1 WATER DIST = OWNER= LARSON, RICHARD & JANELLE PHONE= 509 927 4935 STREET= 6925 E MARIETTA AVE ADDRESS= SPOKANE WA 99212 CONTACT NAME= RICHARD LARSON PHONE NUMBER= 509 927 4935 BUILDING SETBACKS: FRONT= NA LEFT= NA RIGHT= 5 REAR= 10 ****************************** REVIEW INFORMATION ***************************** DEPARTMENT REVIEW REQUIREMENT ------------------------------------------------------------------------ BUILDING PLAN REVIEW REQUIRED APPROVAL: J LARSON DATE: 04/15/93 BUILDING SETBACK REVIEW REQUIRED APPROVAL: J SHATTO DATE: 04/15/93 HEALTHDIST NEW OR ADDITIONAL WASTE WATER��� COMMENTS: ******************************* BUILDING PERMIT ******************************* CONTRACTOR= OWNER PHONE= NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 12 STORIES= 1 BLDG W X D = 30 X 40 SQ FT= 1200 SPRINKLER= N REQ PARKING= #HANDICAP= CRITICAL MAT= N DESCRIPTION GROUP TYPE SQ FT VALUATION ----------- ----- ---- ----- --------- GARAGE M-1 VN 1200 9600.00 PROJECT NUMBER= 93002535 APPLICATION DATE= 04/15/93 PAGE= 02 ITEM DESCRIPTION ------------------------- QUANTITY FEE AMOUNT RESIDENTIAL VALUATION -------- Y ---------- 117.00 STATE SURCHARGE Y 4.50 RESIDENTIAL SURCHARGE Y 21.06 PERMIT TYPE FEE AMOUNT AMOUNT ---------------------------- PAID AMOUNT OWING ------------ BUILDING PERMIT 142.56 ------------- ------------ .00 ------------- 142.56 142.56 .00 ------------- 142.56 PROCESSED BY: JOHN LARSON PRINTED BY: JOHN LARSON ******************************** THANK YOU ************************************ d � APPLICATION WORKSHEET General Information one Owner /W50V llkll"R 0. 171 aIZMI�Zc' Ringaddress tate 113 try 9711 Site Information Project Information Building Information Dwelling units ccupant oa ui ing eig t tones Building dimensions ?e ?e- Totalsquare ootage eq parking n icap par ng Sprinkler system mica stens uare footage breakdown am oor Uncovered /covereddeck Second floor ter Finished asement Floor Unfinished basement u-va ue arage 44O0 Furnace a ncy ceoor Contractor Information and insulation information (R -values) VHeatin source at cei mg vaulted ceiling ewa Above grade gra Below grade wa Floor ongra u-va ue mow Furnace a ncy ceoor ota I window area-To-oTffo—orarea Budding contractor Plumbing contractor [cense number Phone T [cense num Ferone Mailing address ai mg a rens City, state, zip ity, state zip Heating contractor Other / Lender [cense number Phone I-Rc-e-ns-e-n—umFer Phone Mailingaddress a i mg a rens City, state, zip tty, state, zip PROJECT CONTACT PHONE Spokane County Division of Buildings 1026 West Broadway Ave * Spokane, Wa 99260 * (509) 456-3675 LIR0E3t SPECIFICATIONS Top CTgrd 2x E r 2700E-2.ZE N91 OF -L BOL Clord 2x 6 r 1800E -1.6E MSR SPF/ BC Piece 2 ax 5 • 1800E -1.M MEL! SPF/ ISO P1see 2s 3 • STANDARD 54 f WIN Piece 2 3 2x 3 a CONSTR_ S -P -f WAKING REQUIREMENTS SEMING ACT. SIZE MM. SIZE LBS at 6.53 In. 6049 BL 6.53 In. V" 146E 1O ROOF SiATMUIMi I5 APPLIED ONMEDTLY TO TIE TOP CHOW Il SMALL BE � AT INTISIVALS NOT EXCEEQIt6 THE LESMR OF THE PANEL LENGTH OP THE PUiLDN SPACING_ *WE ID RIGID CEILING IS APPLIED DIRMLY TO THE BOTTOI CNOM iT SMALL BE BMCED AT INTMIWAL7 MDT Ex=D* THE LE90MM OF THE MLIN SPACING OR 10 FT. Q.C. MM TME TTM/5 HAS Bi Wk DESIGNED IN AOMFGAMMDE MIT" IQM FWMEAM01, POWn 1807. R -SM HOLDING VALUES A!E 203 ASI IN 9WTMl1N PINEIMOLAS FIR-LANCII MO 152 PSI IN HDI -FI SPMUCE-PIHE-FIR, UNIT SHALL CONSIST OF 121 MM MM FASTMED MOE"" XITN 100 MAILS AT 12' OC TH6MDIIBN- MY. EACH MEMMM MAT HAVE C016ECTDR PLATES BOTH FACES OF EACH JOINT AS SHOW. ALL LOADS SMALL BE DISTRIBUTED (BY OTHERS) EQUALLY TO EACH PLY. NOTE REQUIRED BEARING SIZES. Too Cn0 Bottom CM Nms T 1— 19306 B 1- IBM M 1- -3319 M 2- 4503 T 2='-17290 B 2. 13115 N 3- 4583 M 4= -3319 3-17200T 317280 8 3- t8M T 4--19386 T.C. Purlins ■ 30.00 ' 8-C_ Purlins 6 180.00 ' Top Chd B6ttom LTd MODE T 1- 0.084 B 1. 0.003 M I - 0.387 M 2 - 0.944 T 2- 0.801 6 2- 0.743 N 3 - 0.444 M 4 - 0.387 T 3= 0.886 6 3- 0.903 7 4- 0.M4 ALL 01MENS(ONS ARE TO BE VERIFIED By IML COMPONENT MANWACTURER. AKNITECT. MO/OR WILRINC CONTRACTOR PRIOR TO FABAKAJIM-1 Standard Unifum Lpedin0 (PSF) TCLL = 30.0: TCOL - 3.3, BML 1.4 Increase - 1.150 LLVE LOAD OMLECTION BASET) ON L/24D ALT- a n actr.At,. 2 C94PLETE TAMXS FLUUI ED! `PECIAL PLATE POSITIONING "RT JDMT• IL (in) Y: (in) AWAS S 10.20 2.90 0.0 3 0.00 -5.67 0.0 7 -10,20 2,W 0.0 2 PLY @ 154" G.C. let.[ a 1110. DOUrLB ME3MM 42 FLY) POLE TRTISS IGT at j 1 SPACID I•PLY TO EACH SIDE or [0LL IT 21 1 BLACCING IS USB'.D AT "I SPACINGS CAMCD OUT if 40 !'OR TUC TOP AND BOTlC61 CROWS, AM N)lMAX LACATO ALDM SACK WU BOOM ST (+)- AVVACI■!M! TO POLE IS BY 02011MRS A/0 IQ1IP FNOIIIO! ADEQUM WARING A 1MXR . FUR:.IBIS ]BUST OVERLAF TO FA042DE CIDMB'IINUMS LATl7tAL SUPPORT. ATTACK BLACKING ULTH (2) 10d NAILS CA. SHO. THADOGK F'fi0B1 ?ACE OF TRUSS. T.C. BLOCKING @ 15" 0.c. B.C. BLOCKING @ 108" o.c, 8-4-6 6-7-6 6-7-8 [f- -5.4852 fy`1 QQ` 5Tf� 6126 kH:j1 SPWN75 . 561501 , 10-0.0 M105(s) 156,E 10-0-0 1 T 10-0-0 —� •'�-�tF COW SPACINGDATE upc176.00" O.C. t/21/93 C-70125 FILET MUSS MLSMENtS COB IIQN MAWTIW MS ! M.R / Vernon 3.5 J 1 ' 10'�`� QiaP1.a+1S �f�i� ►ie50rrYSir 1 at�� Gtr-iJ5 pp. �� ifdSG7 ma�e� E 24"cs~ r Q Za.(�U*0�"►.r+'ira 3o"tom ` C :�.i• �oea.�as t.i�► q• j Ai-- ew,. 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