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1997, 11-10 Permit App: 97009574 Residence W/GaragePROJECT NUMBER= 97009574 APPLICATION PROJECT NUMBER= 97009574 APPLICATION DATE= 11/10/97 DATE= 11/10/97 PAGE= 01 PAGE= 01 * * * * ** THIS IS NOT A PERMIT * * * * ** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 1508 S AVALON LN PARCEL # = 45224.9180PTN ADDRESS= SPOKANE WA 99216 PERMIT USE= RESIDENCE /ATTACHED GARAGE - FORCED AIR GAS PLAT # = 005419 PLAT NAME= DHAENENS SQUARE PHASE 1 BLOCK= 2 LOT= 4 ZONE= UR -7 DIST # = AREA= 00005355 F /A= F WIDTH= 61 DEPTH= # OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = VERA OWNER= WRS & ASSOC STREET= PO BOX 14084 ADDRESS= SPOKANE WA 99214 F 107 R /W= 30 PHONE= 509 922 0282 CONTACT NAME= BILL SMITH PHONE NUMBER= 509 922 0782 BUILDING SETBACKS: FRONT= 25 LEFT= 5 RIGHT= 5 REAR= 20 * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** REVIEW INFORMATION * * * * * * * * * * * * * * * * * * * * * * * * * * * ** DEPARTMENT BUILDING COMMENTS: BUILDING REVIEW REQUIREMENT PLAN REVIEW REQUIRED \\-1,3 SETBACK REVIEW REQUIRED COMMENTS: t-=� ( C- L.A./N) Pa;.J04 11 -la -l7 J-14,1. BUILDING SEWER PERMIT PENDING COMMENTS: ENGINEER COMMENTS: m- `' jT 10.0 r T-fr+c W t i0 APPROACH /FLOOD PLAIN /DRAINAGE O l AL, gr'Aill'te * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** BUILDING PERMIT * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONTRACTOR= STREET= ADDRESS= NEW= DWELL UNITS= BLDG W X D = REQ PARKING= W R S & ASSOCIATES P 0 BOX 14084 SPOKANE WA 99214 X 1 REMODEL= OCCUP. LD= X SQ FT= #HANDICAP= PHONE= 509 922 0782 ADDITION= CHANGE OF USE= BLDG HGT= 17 STORIES= 1 1903 SPRINKLER= N CRITICAL MAT= N PROJECT NUMBER= 97009574 APPLICATION DATE= 11/10/97 PAGE= 02 DESCRIPTION GROUP TYPE SQ FT VALUATION BASEMENT U R -3 VN 640 7040.00 GARAGE U -1 VN 484 5808.00 RESIDENCE R -3 VN 1263 74517.00 ITEM DESCRIPTION QUANTITY FEE AMOUNT RESIDENTIAL VALUATION Y 817.50 RESIDENTIAL SURCHARGE Y 179.85 STATE SURCHARGE Y 4.50 * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** MECHANICAL PERMIT * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONTRACTOR= W R S & ASSOCIATES STREET= P 0 BOX 14084 ADDRESS= SPOKANE WA 99214 ITEM DESCRIPTION PHONE= 509 922 0782 QUANTITY FEE AMOUNT GAS APPLIANCE<= 100,000BTU 1 12.00 GAS LOG OR GAS INSERT 1 10.00 GAS WATER HEATER 1 10.00 GAS PIPING 3 3.00 VENTILATING FANS 5 50.00 * * * * * * * * * * * * * * * * * * * * * * * * * * * ** PLUMBING PERMIT * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONTRACTOR= ACTION PLUMBING SERVICE STREET= 15412 E SPRAGUE AVE #9168 ADDRESS= VERADALE WA 99037 ITEM DESCRIPTION PHONE= 509 244 4427 QUANTITY FEE AMOUNT TOILETS /BIDETS 3 18.00 TUBS 1 6.00 SHOWERS 2 12.00 SINKS 5 30.00 DISH WASHERS 1 6.00 CLOTHES WASHER 1 6.00 GARBAGE DISPOSAL 1 6.00 WATER SOFTENER 1 6.00 FLOOR DRAINS 1 6.00 WATER USING DEVICES 3 18.00 PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 1001.85 .00 1001.85 MECHANICAL PRMT 85.00 .00 85.00 PLUMBING PERMIT 114.00 .00 114.00 1200.85 .00 1200.85 PROJECT NUMBER= 97009574 APPLICATION DATE= 11/10/97 PAGE= 03 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * SITE NOTE: TOPIC = LEGAL DEPT = BUILDING * ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** SITE INCLUDES PARCELS -0106, -0102, & 0110 ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** * PLAT NOTE: TOPIC = CONDITIONS DEPT = BUILDING ************************************************ * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** OK TO ISSUE SEWER PERMITS TO WOLFCREST ULID /BILLY 941101/CKF REARYARD SETBACK IS 20 FEET FOR ALL LOTS ON SOUTH SIDE OF 15TH LANE (EVEN NUMBERED ADDRESSES) PROCESSED BY: BURRIS, ROBIN PRINTED BY: BURRIS, ROBIN * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** THANK YOU ***** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** 20 15?) c5' • Ai/A Lio /4 ADDRESS 5. Isca 4-tiA-Loiv ZONE__L-t32--? ROAD WIDTH 30 COMMENTS - REVIEWED B LOT 1.x.c.k. -2— H Ar_JtAius —S U 1 es__. 01/14/98 09:03 JRN 13 '98 16: WUAN TYPE SPAN IL 4 MG 390000 ^C2 928 0659 VALLEY BEST W SP 11 FR RCEE INS ENG i.,IEER I NG 205 347 5923 TO Y1-H1 OVERHANGS JOS 6 10600 10,600143808 T2608 WRS JB a 002 URLL.EY BEST :JAY P.01'01 10 -01 -03 moo ._03 3x5= 0 0 m TC -. 7 -01 -05 CC 10 -00 -04 42911 F S2 344 3x5 6 -00 -14 6 -00 -13 -05.12 B ` 111`4 , 11;r4L x6 AODFD is \aB N / 3CSc , SPA A K 3s5 3s4 I9YIS'- ' /2KGO% 2z411 W 141A 2,4°- wt "C-E% IT1B HO 4 -03 5 -04•04 5.04 -04 5 -07 -04 7-00-07 EE KEr�44R WOWS 7 -01 -05 1C -00 -04 4 -01 -08 0 0 o 39 -00 -00 vnlssar -- VeraIon 39,7.3 RJN DATE: 1 -13 -98 C5I SIZE LUMBER 1.15ra TOP .64 2x 4 DPL.81 1725 BTP: .94 2X 4 DFL -1800 2050 Was .87 2X 4 DFL•zTUD 855 EXCEPTIONS: 52 -D 23C 4 DrL -81 2725 D -C SANE A3 s2•o LuneeP STRESS INCREASE: 15.0X REPETITIVE MEMBER STRESS USED LATERAL ERACIr4G: TOP CHORE - CONTINUOUS RTM CHORD - CONTINUOUS ONE BRACE - H -E E -5 K -L TRUSS SPACING - 24.0 IS. LOADING LIVE Tor CHD 30.0 ITM CxD .0 TOTAL 30.0 DEAD (PSF) 7.0 10.0 17.0 SUPPORT CRITERIA :T REACT WIDTH JT LB$ IN•EX A 1007 5- 8 K 4:5 S- 8 47.0 REACT WIDTH LDS IN -IX 2156 5- a LEFT RENT HEEL GIN - 46X OIN - 43i: MEMBER FORCES (LSE) T0P CHORDS -- A -c . 1490 c G -K 1184 C H -8 • 282 C 8.L c 292 C L -J - 164 T 2 -C • 166 C DOTTON cmoRos A -T - 1333 7 F -S1 = 808 T 51 -E . 808 T E -R 436 C K -S2 . 436 C 32.0 435 C D -C • 149 T WEBS 0 -f • 432 C F•H 582 T K -E = 603 c 8 -8 • 381 C E•L • 1134 7 K -L • •2062 e65 e 1,0 • 57! T 0 -: - DL+LL DEr. • .44- IN A -G LL DEPL . .06" < ERG-SPAN/360 SPAN /DFFL (DL -LL) = 999 ••3Et RIvERSe SICS or THIS •• "PAGE FOR IMPORTANT ?CTES *- FLAT /NG CONFORMS TO 380. PLATE VALUES MAY BE VERIFIED VITU ROBB.rg ENGINEERING. GRIP VALUES BASED ON D04E-Fir -Larch LUMBER US.NC CROSS AREA TEST. PLATES - 20 GAUOe LOCK GRIPPING 462 -230 PSI 0'EP PAIR 1NCLUCES 15.05 INCREASE TEMSIO, 1308- 462 PL1 PER PAIR SHEAR 763- 498 PL1 PEk PAIR ..T TYPE PLATE SIZE L Y A 2001 3.00 X 5.00 6.3 3.4 B 3001R 4.00 X S.00 CTR CSR C 2001 3.00 x 5.00 6.3 3,4 D 1010 3.00 Y. 4.00 GTR CTR L lodo 4.00 X 7.00 CrR CTR t 1010 3.00 X 4.00 CTR CTR O 1102 5.00 X 6.00 CTR 3.0 N 1010 3.00 X 4.00 CSR CTR J 1102 5.00 X 6.00 078 3.0 R 1001 2.00 X 4.00 CTR 074 L 1070 4.00 x 7.00 0TR CIR 51 1100 3.0C X 9.00 CTR .7 S2 1100 3.00 x 5.00 CTR .2 * ■'PLATE 1s ROTATED BY 90 DEC /5655 AVil NOTES; 1- TRUSSES MANUFACTURED ay - VALLEY BEET -V3Y STRUCTURES 2. ANALYSIS CONFORMS 70 U30 4ANSI /TFI 1- 199!). 3. DESIGN INCLUDES CHECK FOR 10 PER NON- CONCURRENT LIVE LOAD ON BOTTOM CHORD. 4. PRBVEXT TRUSS ROTATIom AT ALL REARING LCCA7IONS. Repair Notes: This truss .vas designed to bear at joint K, but the bearing wall is actually 3.7.25• to the right. Reinforce the truss by adcirg a new DFL- 1 204 web in the truss as shown, Cut the new member for a light ft. Add 112 CDX p(y•mood gussets to both races of the truss, cut t0 the size and shapes shown. Nal'the gussets with 10d common wire nails that penetrate the piywxd•truss•plyxoad assembly, and clinch the nails over where they protrude. The minimum number of clinched nails required in each member is shown as ( EXPIRES 12,7/11Q9