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1993, 12-14 Permit App: 93011304 GaragePROJECT NUMBER= 93011304 APPLICATION DATE= 12/14/93 PAGE= 01 ****** THIS IS NOT A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 9905 E NORA AVE PARCEL#= 45084.0388 ADDRESS= SPOKANE WA 99206 PERMIT USE= DETACHED GARAGE - 16 X 20 PLAT#= 001836 PLAT NAME= OPP.TR. 1-354 BLOCK= LOT= ZONE= UR -3.5 DIST#= E AREA= 00000000 F/A= F WIDTH= DEPTH= R/W= # OF BLDGS= # DWELLINGS= 1 WATER DIST = OWNER= STEPHENSON, DAN STREET= 9905 E NORA AVE ADDRESS= SPOKANE WA 99206 CONTACT NAME= MOMS STEEL BUILDINGS PHONE= 509 534 1241 PHONE NUMBER= 509 226 3386 BUILDING SETBACKS: FRONT= 47 LEFT= 99 RIGHT= 5 REAR= 5 ****************************** REVIEW INFORMATION ***************************** DEPARTMENT REVIEW REQUIREMENT BUILDING REVIEW COORDINATOR - R BURRIS Fa oZ BUILDING PLAN REVIEW REQUIRED Qk F' 6.INf[-fes=-o COMMENTS: BUILDING SETBACK REVIEW REQUIRED COMMENTS: &ic (22ciA/LL3 l a -r y -G 3 HEALTHDIST INCREASE IN LOT COVERAGE COMMENTS: PAv ******************************* BUILDING PERMIT ******************************* CONTRACTOR= MOMB STEEL BUILDINGS INC STREET= BOX 141632 ADDRESS= SPOKANE WA 99214 PHONE= 509 226 3386 NEW= X REMODEL= ADDITION= CHANGE OF USE= DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 8 STORIES= 1 BLDG W X D = 16 X 20 SQ FT= 320 SPRINKLER= N REQ PARKING= $HANDICAP= CRITICAL MAT= N PROJECT NUMBER= 93011304 APPLICATION 1 DATE= 12/14/93 PAGE= 02 DESCRIPTION GROUP TYPE SQ FT VALUATION GARAGE M-1 VN 480 3840.00 ITEM DESCRIPTION QUANTITY FEE AMOUNT RESIDENTIAL VALUATION Y 63.00 STATE SURCHARGE Y 4.50 RESIDENTIAL SURCHARGE Y 11.34 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 78.84 .00 78.84 78.84 PROCESSED BY: BURRIS, ROBIN PRINTED BY: BURRIS, ROBIN .00 76.84 ******************************** THANK YOU ************************************ APPLICATION,VOHKSHEET General Information Job addressg • 1`7o5 ,tJCn2 - q 3- / 3c) ParecHuti SOf1 / (5 -;NX/ Uwner bihnJ/6L $TEv5`o,J - hladmg address r qt 0 s - City 6-Poe-AriS Phone to p %9c9 -tri; Site Information Legal Descnpoon New Addition Remodel Change or use i Floor �r Property size /4.1t2o Water District Number of: Dwellings Buildings Lone tgLLT: 1 cmk Inspector .. Road width rr-••I-� Phone License number Project Information Permit Use 67F6 New Addition Remodel Change or use i Floor �r Building Information Dwelling units Main floor Occupant load Second floor Budding height Stones Floor �r Building dimensions - /4.1t2o IotaI square footage waR, -?247 Req'd parking Handicap parking Sprinkler system I Critical Material Other/Lender Soars footage breakdown Main floor Uncovered /covered deck Second floor tither Finished basement Floor Unfinished basement Door (u -value) Uange Furnace eltteency Contractor Information Healing and insulation information (R -values) Heat source Flat ceiling Vaulted ceding Above grade wall Below grade wall Floor Slab on grade Door (u -value) Window Furnace eltteency total window area A of floor area 13u g contactor,r� t'7n-n , 57-ere-F�r/[LP/A, 5 �NC, /Phone Pl umbmg contractor Lice/fp/sle number o%%I. License number Phone aiingga. reels•sling thi19D a. rens Gl it. zip • Lily. Et✓rt, IAn/ 2-tie6 4✓/- "7705 City. stale. zip . 1 leafing contractor Other/Lender License number Phone License number Phone Mailing address Mailing address City, slate. zip City, state. zip PROJECT CONTACT PHONE Spokane County Division of Buildings 1026 West Broadway Ave * Spokane, Wa 99260 * (509) 456-3675 •-•-n •-• DEPARTMENT OF LABOR AND INDUSTRIES THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A Rtql5T13/9:1(5N NUMBER r6lEXPIRAllOki0AtE STATE OF WASHINGTON F625-052-000 3-92) nuuncoo. — • y ZONE:1�g3. ROAD WIDTH:5 v •- • • • ■� FRONR: Nf7 1 FLANKING: I I :■ . COMMENTS' _I I REVIEWEDB Yc%ani� « ��1 i C FR9 --- Er't*M'NCLO --- -----!�. NnNGS : 1 BETWEEN DjNEL(ING A PRIVATE % "" I e nMPE3hAL_ 1LMATE(SIALSIAEE RESISTIVE 2) NO BQLEL�FOR_pNE: CO .11.::.1;e' OPIENINGS OT !. ONITHE EF HAN SELF UR EIS lf11 1 •ANAGE LOSING 51 T S GH T Feb �- C F- 1 N. ry FITTING A 0 RATING 000E OFETHER OL CSNOOD ONEH ONE HAVING AN OF tiOT LESS OR APPGOVEC FIR THAN 20 MIN P0S B�tt-7tNGi F.A---------' T C ! PROTECT TES ON /`X'2OY$ � , C ! ffx7a�+v < L 6�SE 1 tp 3 — ---,- - ---` - --- ---- C 1 1 !/sr 2° ` I — - - — r_! -L- E, q 5__ — L— __ ,Q Grn _ i. I I ir 11. V —1 _._.--4 _\1 I A .. /� Lr 1 I r ALL DIMENSIONS ARE 10 BE VERIFIED BY 1HE CONPONEN1 MANJEACIURER ARCHITECT. 1740/09 BUILDING CONTRACIDR PRIOR TO FABRICA110N. LUMBER SPECIFICATIONS lop Cnor0 24 6 • 1800F-1.61 MSR EW -L Bot Cnoro 2i 4 • 1650F-1.51 7459 SPF/ Web Piece 24 3 • STANDARD CAN. S -P -F BLARING REQUIREMENTS BEARING ACT. SIZE RIO. SIZE LOS B1 6.00 In. 2.89 In. 2900 BL 6.00 In 2.89 In 2908 WHERE NO RODE SHEAIHING I5 APPLIED DIRECTLY 10 let 10P CHORD I1 SHALL BE BRACED Al INTERVALS NOT EXCEEDING THE LESSER OF 1HE PANEL LENGTH OR THE PUSLIN SPACING. W1ERE NO R1GID CEILING IS APPLIED DIRECTLY TO THE BOTTOM CHORD 11 SHALL BE BRACED AT INTERVALS N01 EXCEEDING THE LESSER OF 1HE PLATON SPACING 0R 10 FT. 0.C. ICBG. THIS TRUSS HAS BEEN DESIGNED 114 ACCORDANCE WITH I080 RESEARCH REPORT 1607. R-5000 HOLDING VALIES ARE 203 PSI 114 SDJTHERN PINE/DOUGLAS FIR -LARCH Alt 152 PSI IN HEM-FIR/SPRJCE-PTFE-119. UNI1 SHALL CONSIST OF (2) MEMBERS FASTENED 10601 ER WITH 10d NAILS AT 12' OC 1HRDtX:H- DU1. EACH MEMBER M(151 HAVE CONNECTOR PLATES 801H FACES OF EACH JOINT AS 510104. ALL LOADS SHALL BE DISTRIBUTED (BY ETHERS) EOJALLY TO EACH PLY. lop Cno Bottom Cno We05 1 1- -5938 6 1- 5757 N 1 • . B5 1 2• -5930 B 2• 5757 1.0 Purlins 0 30.00 lop Cno Bottom Cno 1 1- 0.941 8 1- 0 546 1 2- 0.941 6 2. 0 546 2-5-15 0-5-151 2490 B C Purlins 0 192.00 ' WEDS M 1 - 0.023 e-0-0 Standard Uniform Loading 795r) TCLL • 30.0. TCDL • 3.3; BCDL • 1.0. Increase • 1.150 LIVE LOAD DEFLECTION BASED ON L/240 Alit SWAT[ WAIL 2 PLY @ 132' n r ^I1`1{N�^' frit 1UALINI I fill'` ILOCXIxC 11 1 / ro1.[ IF tI( 1 1 pOU*LC c a(R 12 PLY) PQE 18155 NAY SE 1 I SPACED 1 PLY 10 EACH 510E Dr POLE If 21 1 00x116 IS USED AT THE SPACIK•S CALLED OUT bEL0M TCA 1/E IOP AMO DOT OH OCRD5• 740 AT 1.4 CENTER_ IHE OF EACH KB DOIIM el 7..) ATTACJPENI TO POLE I5 et 01MEFL5 A10 OCFST PROVIDE AOEOJATE BEARING A5 MOW RED. LATERAL STJPPCFIT. RL APT ACM BLOCKING O 10 WT NGWITN (2 lop Si- HA1LS (ACM (EwaTHADJRO G11 FM FACE OF 1FSl l 2 COMPLETE 1905515 9E00TRE0 SPECIAL PLATE POSITIONING CHAR1 J011411 X Ian) Y: (1n) ANGLE 1 4.52 1.27 D.9 2 0.00 -5.67 90 0 3 -4.52 1.27 -D 9 T.C. BLOCKING @ 2411 O.C. B.C. BLOCKING @ 8' O.C. 8-0-0 94015 6-0-0 R1630 A.S. 4852 5P3260 B -D-0 16-0-0 OVERALL SPAN EXPIRES: 1712/95 2490 I0-5-15 PLATE R5000 C001 UBC -91 SPACING 132.00'.O.0 OAU 2/24/93 A TrusP]us Design DNy. CA 05 5 I-029 r 7111 TRUSNiAL ®®® V4 SYS EMS 1RUSWAL SYSTEMS CORPORATION 11 IS 1141 MYYnSIDIIIR 01 BIM45 10 •S((4/lx IHJ 1M 10[05 011117(D U+ IRIS 0(51174 141(1 Oa IICIrO IN •1111.1 U •D LOADS 1•P05(0 WI Tot SI1XIU11 AMI In( 1107 10105 1M0OSI0 Bi IN LOCAL 00110116 CO07 M Iq'.I0n1(A1 [URATIC (4[005 r9 R SPOrf1OILITO 15 .557.4(0 Ion DIRIHSIP+AL AMNIA(' vIPll, Alt 117174+51011. PO1071 I0 (AO1+ICAIion gra coo PL A115 SHORN MO IRJSllL 16 00 00 20 5117 A5 PUP 1E0 IIIDSYq I InUSCO-lI 6m0LIM" HII 0AUL5 1407 St-ICU/CAINnint' OF 0(SIGIIAIID AM 10 70SOI1 f0V41t501vllxp1 li Ps AND 01N0i 5 5PIC1M [DOING 04.4 LARD -Li el+A'111(0 ING 140JIN(0 V IMIIIIDWI 14055 MNn(00 15 10240 ON 4+15 M••IPG 4115 DI SIGN SSLNIS TIM 100 14(01 0 N C(NIIM0USLI 8Ov SM1111IM. MISS 0100NI5m( fn, 5111111 •or 10 (11010 (111 Inc IS 1 'l '(0 01,7411(0 to IW Polio- 171110 11 Slot( 01 an//10 11 IHIIPUI5 NUI (TOILING 10 '0'. *1AT 1144015 (M 111140 10155(5 1W M"N CAU11(O 10 SOL O(¶5510Nq0MI 1C1 P 0 L0ARDINS IERP414, 141(1ion 0141446 11144 l5 At 010J1140 10 PM ((NI ORPL WG M 41 AND NIROING' Mt 10 10111 M'01174( 600(1 PV55E5 11171111+11110 AND HI LURWNJAIIIM15' 11011 •14M A CUM VSAM M K( III51 CD1NINS lN 11110 10111101* 1(7 4077 RAOI IN1101041 8110110 +• IMAII0. CANIIIIv145 ANDII* [4(17405 M IM1 MUSS TO PMvINI E0140P10 Ir,uLUI10N moss,s Suu NJ1 07 (1,4140 IR ANI IHVI41M41N1 inn (RI CAUSE Ill w115/Vit LMnNI 01 1M Mom ID (.((ID 191 Mi/ql CAISI C(Nlq(114 RUN CV4✓JSIIN CARIIIP inky MCI SS141. 15 0151 M11u•IM0 a4 JU 1(ICIMv. 44011C1110v 0 IAPIR1(KI 10 11(M(0W I5 WI5104 Nl USNp 445P01451011111 0 1.,5741 BARRATI / H05 / M 9 Version 3 5 1 / 95000' • 1' LE&fL DYSCRlPTION: _ 01 Df THE N 120, 2' Or THE S , '/Z TRACT 2.-47) , (HE W, i20' OF TNF N.445 ' OF 7Mi. S. 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