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1997, 10-27 Permit App: 97008666 GaragePROJECT NUMBER= 97008666 APPL�CATIVN PROJECT NUMBER= 97008666 APPLICATION DATE= 10/21/97 DATE= 10/21/97 PAGE= 01 PAGE= 01 ****** THIS IS NOT A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 3720 S SUNDOWN DR PARCEL#= 45321.1021 ADDRESS= SPOKANE WA 99206 PERMIT USE= DETACHED GARAGE 20 X 40 PLAT#= BLOCK= AREA= # OF BLDGS= 002083 3 00000000 1 # PLAT NAME= LOT= F/A= DWELLINGS= OWNER= MCKEE, ROD STREET= 3720 S SUNDOWN DR ADDRESS= SPOKANE WA 99206 PONDEROSA 2ND ADD 28 ZONE= UR -3.5 DIST#= F F WIDTH= 105 DEPTH= 1780 R/W= 60 1 WATER DIST = CONTACT NAME= ROD MCKEE BUILDING SETBACKS: FRONT= 110 LEFT= 5 PHONE= PHONE NUMBER= 509 927 9384 RIGHT= 50+ REAR= 27 ****************************** REVIEW INFORMATION ***************************** DEPARTMENT REVIEW REQUIREMENT BUILDING PLAN REVIEW REQUIRED COMMENTS: BUILDING SETBACK REVIEW REQU13ED COMMENTS: �\� �L o al HEALTHDIST INCREASE IN LOT COVERAGE 210e /17 Q 'c44 -e- Mc 1 ti.//4'' S 4/ d ;//47 ;liie 5 TO 1,55 UE t-D617E-1414 a T-0 n- GAflASE/o'Zt-9/ COMMENTS: '(9/11 d /C—` L• ******************************* BUILDING PERMIT ******************************* CONTRACTOR= OWNER NEW= X DWELL UNITS= 1 BLDG W X D = 20 REQ PARKING= REMODEL= OCCUP. LD= X 40SQFT= #HANDICAP= DESCRIPTION GROUP GARAGE U-1 TYPE VN PHONE= ADDITION= CHANGE OF USE= BLDG HGT= 14 STORIES= 1 800 SPRINKLER= N CRITICAL MAT= N SQ FT VALUATION 800 9600.00 PROJECT NUMBER= 97008666 APPLICATION DATE= 10/21/97 PAGE= 02 ITEM DESCRIPTION QUANTITY FEE AMOUNT RESIDENTIAL VALUATION Y 163.00 RESIDENTIAL SURCHARGE Y 35.86 STATE SURCHARGE Y 4.50 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 203.36 .00 203.36 203.36 PROCESSED BY: BURRIS, ROBIN PRINTED BY: BURRIS, ROBIN .00 203.36 ******************************** THANK YOU ************************************ 1 -1-4-0 1-4-0 FILE: 6-5-1 6-5-1 4.00[12 { 10-0-0 537Z 0 CK080 W 9-1—a(o69(a 13-6-15 3-6-15 4x4 3 3-6-15 20-0-0 21-4-0 6-5-1 1-4-0 3x8= 7-11-0 ° ,04013lr.)lt T�fiC7� 12-1-0 20-0-0 5 3x6 7-11-0 4-2-0 7-11-0 LOADING (pH) TCLL 40.0 TCOL 7.0 BCLL 0.0 BCOL 7.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr VES Code UBC -94 CSI TC BC WB LUMBER TOP CHORD 2 X 4 OF No.1&Btr BOT CHORD 2 X 6 OF 1800F 1.6E WEBS 2 X 4 OF Stud/Std REACTIONS (lbs/size) 1-1190/0.5-8, 5.1190/0-5-8 FORCES TOP CHORD 1.2--2271, 2-3--1981, 3-4=-1961. 4-54-2271 BOT CHORD 5.02154, 6-7e1590, 7-8-1590, 1-8.2155 WEBS 2-80-482, 3-8-540, 3-6540. 4-6•-462 0.37416 0.244 Lt' 0.24c- i.0 DEPL (in) (Ioc) Udell Vert(LL) 0.11 7,6 999 Vert(TL) 0.15 7/6 999 Horz(TL) 0.04 5 Na Min Length / LL dell - 240 PLATES OR&P M20(209a) 186/148 Weight: 96 (lbs) BRACING TOP CHORD Sheathed or 3-3-10 on center purtin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. NOTES 1) This truss has been designed for a 10.0 p.s.f. bottom chord live load nonconcurrent with any other live bads per Table No. 16-8, U8C-94. LOAD CASE(S) Standard 7-147 7'12v sS6S /,1-S /26 r -( l) A- )o 1)t j 3 /}71,1) A-11 S 5 A -'l /-I- y) 2 c -r (J ih F Site Plan marairomp.rarimired intweirdlortiom �.����.��.....a=....�=i UNE LIMMINEMI 11111112021111111111111111111111111111111111111 ����■ � � � i BEIMMINIUMMINUMMEIMMILIMININMEMINMEHRIMIME raranprearaurramormsom i� numumarmatarmasswomumm EINIMINEMEN MEM 1111311111111111111 Emponommodri streireard Trimorim monommis nompmEl imilmmimiummlur umimmirismilluns 111111111•1111•11111111111111•1 1111111111111111MEMINEMMIUNI MINErti iHii7.7.TDIH F7.r G "'"' COMMEN REVIEWED INCLUDE THE FOLLOWING: ❑ All roadways, driveways & easments ❑ Distances from center of roads, right of ways, private roads & property lines O All existing & proposed buildings ❑ Underground utilities ❑ North arrow 0 Septic tanks & wells