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Home My WebLink About1996, 07-10 Permit App: 96005337 Addition PROJECT NUMBER= 96005337 APPLICATION DATE= 07/10/96 PAGE= 01 ****** THIS IS NOT A PERMIT ****** PENALTIES WILL BE ASSESSED FOR COMMENCING WORK WITHOUT A PERMIT SITE STREET= 10205 E 20TH AVE PARCEL#= 45291.1701 ADDRESS= SPOKANE WA 99206 PERMIT USE= FAMILY ROOM OVER GARAGE & COVERED DECK PLAT#= 000379 PLAT NAME= CHESTER TERRACE 3RD ADD. BLOCK= 8 LOT= 1 ZONE= UR-3.5 DIST#= F AREA= F/A= F WIDTH= 95 DEPTH= 1050 R/W= 50 # OF BLDGS= 1 # DWELLINGS= 1 WATER DIST = OWNER= BISTERFELDT, TOM PHONE= 509 926 4584 STREET= 10205 E 20TH AVE ADDRESS= SPOKANE WA 99206 CONTACT NAME= TOM BISTERFELDT PHONE NUMBER= 509 926 4584 BUILDING SETBACKS: FRONT= 30 LEFT= EXIS RIGHT= 23 REAR= 65 ****************************** REVIEW INFORMATION ***************************** DEPARTMENT REVIEW REQUIREMENT BUILDING PLAN REVIEW REQUIRED ; t., COMMENTS: BUILDING SETBACK REVIEW REQUIRED ! 1- a r COMMENTS: r .L ENGINEER APPROACH FLOOD PLAIN DRAINAGE ` (3 q 44, COMMENTS: lig HEALTHDIST INCREASE IN LOT COVERAGE I114 f t � 7/6A COMMENTS: PLANNING INADEQUATE FLANKING ST SETBACK yid*. COMMENTS: [ 1 ******************************* BUILDING PERMIT ******************************* CONTRACTOR= OWNER PHONE= NEW= REMODEL= ADDITION= X CHANGE OF USE= DWELL UNITS= 1 OCCUP. LD= BLDG HGT= 24 STORIES= 2 BLDG W X D = 26 X 24 SQ FT= 624 SPRINKLER= N r 4. % PROJECT NUMBER= 96005337 APPLICATION DATE= 07/10/96 PAGE= 02 REQ PARKING= #HANDICAP= CRITICAL MAT= N DESCRIPTION GROUP TYPE SQ FT VALUATION COV DECK R-3 VN 288 2592.00 GARAGE U-1 VN 52 624.00 RES ADD R-3 VN 624 36816.00 ITEM DESCRIPTION QUANTITY FEE AMOUNT RESIDENTIAL VALUATION Y 426.00 STATE SURCHARGE Y 4.50 RESIDENTIAL SURCHARGE Y 93.72 ******************************* MECHANICAL PERMIT ***************************** CONTRACTOR= OWNER PHONE= PERMIT TYPE FEE AMOUNT AMOUNT PAID AMOUNT OWING BUILDING PERMIT 524.22 .00 524.22 524.22 .00 524.22 PROCESSED BY: BURRIS, ROBIN 5' 7--(-; 9 PRINTED BY: BURRIS, ROBIN ******************************** THANK YOU ************************************ s APPLICATION INFORMATION 1 (9 533-7 _. \Khat is the JOB SITE address? ASSESSOR'S tax parcel number? E . (O2O 5" 2-0-1- '�`5 Z9 / `/ 7D/ Legal description as it appears on the property deed the S 4e j gv-r«C 3 h �9 6 / - B �r roma,- r'S � \� qZ6 —y-1---4 ."7`. OWNER or OCCUPANT { Phone �° ZU Z0 / Sr , kc-r �-e6,./. 1.-- City, � 7�LU �O Mailing address City,state ...,--,:___:> 7_, Who should we contact regarding this project? Phone What work is being done under this permit? i ,-;%VI IL Oii u' t ?A6C tliffp...‘,"..- qt4:O1_,, ,- .-1-.).‘c,--, , ..e e... d f_one Inspector Istnct Propertysize K.i ht of way width N f .: .,..,:::::::::i:.::,:.: •:.: � , . �. .L : i :: : : D Water ISkIc 0 �� Buildln� Building height // #of stories ?6 Z • Contractor Dimensions /, TOTAL SQUARE FOOTAGE afx A State Contractor license# Main floor area Unfinished basement area N4 Mailing address ` -. 2nd floor area V y/ (/, • Finished basement area 2 6 2- ..q •rchitect/Engineer - Garage area ----- Size of decks,etc. r s--, ,7. y 5,z6 X 2 /z x z f C What is the heat source? What is the cost of your roject? t/m08 j0/ 000 anufactured Home SIi n idth: Length: What is the square footage of How high is the sign? the sign face? ear: Make: Installer Contractor Wa State Contractor license# We State Contractor license# Mailing address Mailing address Relocation Fire Safety Previous address Fire Sprinkler _ Tent _ Paint booth_ Fire Alarm _ Fireworks display _ VALUE Contractor Contractor WA State Contractor license# WA State Contractor license# Mailing address Mailing address F.uel Storage Tai-Ks Swimming Pool (Circle one) Above-ground Underground Size/gallons Private Contents of tank(s) Size/gallons 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 programs or activities. cL1 - 3(9L1 g(3'll — ct3.3 '-1 SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING ADMINISTRATIVE EXCEPTION (Does not include Section 14.506.020 (6.c.) A. GENERAL INFORMATION File no.: AE J - 2 - Street address of subject parcel: Tax parcel no.(s): 15 4 f. /70/ Section: 2'' Township: 2 -Range: 441 Legal description: kart-4e- -JID 4-D0, 1-1 B Applicant / G .. ' gis s e f F e 1 �' Agent? Yes (K) No fl Street address: i4 z o 2-01-1 City: -Sro State: WA Zip: ?`T Z O 6' Phone: Z 6 — (home) 7 2 2 — 6 8-r o (work) Current zoning: LA -3•S Comprehensive plan: ) Current use of parcel: e11->?- 1—... B. SPECIFIC INFORMATION Administrative exception requested (describe in terms of the tan and from which you are seeking relief): fi 4 'c �4. 7.erice4-510/146 'S !La._ ' /5-!/ if tor jr %'= Z /� � "7"M" j' pplica.l - chapter/section of code: H4'/, .32- ' 3 Explain reason for request / �XtsT�t� o 11' o f .r"-Of LA / VW a 14 Cf 7 .••e " 4 ✓Q 9�� PhA5 e ck La rcor I am the owner of record or authorized agent for the proposed site.All of the above responses and those on the supporting documents are made truthfully and to the best of my knowledge Signed: /v' Date: THIS DOCUMENT MUST ACCOMPANY YOUR BUILDING PERMIT APPLICATION NOTE: The applicant or an interested party may file an appeal within 20 calendar days of the above date of signing. The appeal must be accompanied by the proper fee. Appeals may be filed as the Spokane County Division of Building and Planning,1026 West Broadway,Spokane,WA 99260(Section 14.412.041 of the Spokane County Zoning Code.) ATTACH SITE PLAN WITH PROPER DIMENSIONS AND OTHER SUPPORTIVE INFORMATION • SPOKANE COUNTY DIVISION OF BUILDING AND PLANNING 1026 WEST BROADWAY AVENUE *SPOKANE, WA 99260 (509) 456-2205 Phone (509)456-2243 Fax FOR STAFF USE ONLY: File no.: AES_- 40 - n. The County Building and Planning Division approves/denies "administrative Sections 14.506 000 and of County,property described above, pursuant to the Zoning CodeSpokane 14.506.020 ?(C1.-) This administrative exception is subject to the following conditions and/or stipulations: 1) The applicant shall comply with all requirements and regulations of the Zoning Code. 2) The applicant shall comply with all requirements of the Spokane County Health District, County Utilities Division and/or Engineering and Roads Division regarding wastewater disposal, on-site water or public water systems and access. 3) The applicant shall comply with the following additional conditions: A-0,0 TMAL, .„4-11", _4(.... --3 _/4/19-yt _ p-krAVim_e. a6)1,j- OCiAti'tedj— a . . . . . . . • • . . . . . This administrative exception shall run with the land. Dated this J1 lay of , 199 pillitW Pk/Administrative Exception form(jef).doc/6'2596 A QUAN TYPE SPAN P1—H1 OVERHANGS 3013 ?SARK 100 FI 240000 4 2208 2208 t 87 STOCK- 5x4= no 3-15 8 HO 3-15 Tit 2x4,1, 11111104040111400011414404446.....2x4.4' t r G 4-03-15 1x7= 1x = C A E sl D AL 3x4 3x6 3x4 TC 22-08 6-04-14 1 5-07-02 I 5-07-02 J 6-04-14 22-081 BC 8-03-04 4 7-05-08 I 8-03-04 .Ga- 24-00-00 Bat UnI *SEE�REVERSE SIDE OF THIS *• NOTES: RIIXDATE: 1-WC DAT -- 1V 5-96-r5-9a 39_0_3 1_ TRUSSES tAXIIYACTURED BY - "PACE FOR IMPORTANT NOTES �• VALLEY BEST-WAY STRUCTURES CSI SIZE LUMBER 1.15F8 PLATING CONFORMS TO USC. 2. ANALYSIS CONFORMS TO TOP _61 2X 4 DFL-1650 1900 PLATE VALUES MAY BE VERIFIED UBC (TPI-85 8 RDS-91)- BTM .81 2X 4 DFL-1650 1900 VITH ROBBINS ENGINEERING. GRIP VHS _2c 2x t DrL-1`3 865 VALVES BASED ON DF AND SPF LUMBER STRESS INCREASE: 15.01 LUMBER USING GROSS AREA TEST. REPETITIVE MEMBER STRESS USED. PLATES - 20 GAUGE LOCK GRIPPING 345-243 PSI PER PAIR LATERAL BRACING: INCLUDES 15.01 INCREASE TOP CHORD - CONTINUOUS TENSION 1165- 480 PLI PER PAIR OV1 t.RVRY - LLV J. VL 3tiLAX 144- 4,E PLI PER PAIR TRUSS SPACING - 24_0 TR. iT TYFE PLATE SIZE X Y LOADING LIVE DEAD (P5F) A 2001 4.00 X 7.00 7.9 3.3 TOP CRD 40_0 7_0 B 3010 5.00 X 4.00 CTR CTR 8TH CHD _0 7_0 C 2001 4.00 X 7.00 7.9 3.3 TOTAL 40.0 14.0 54.0 D 1010 3.00 X 4.00 CTR CIR E 1010 3.00 X 4.00 CTR CTR SUPPORT CRITERIA r 1001 2.00 X 4.00 CTR CTR 37 REACT WIDTH JT REACT WIDTH c 1001 2.00 X 4.00 CTR CTR LRS IN-SX LES IN-SX 51 1100 3.00 5 6.00 CTR .2 A 1246 5- 8 C 1246 5- 8 LEFT RIGHT HEEL OIN - <SX OIN - 45X MEMBER FORGES (LES) TOP CHORDS A-f = 2885 C F-B - 2499 C S-G = 2499 C C-C - 2885 C BOTTOM CHORDS A-£ - 2737 7 F-S1 = 1879 T S1-D - 1879 T D-C - 2737 T WEBS r-E = 558 c E-B - 721 1 s-D = 721 T D-C - 558 C {�• - DL-LL DEFL - _39- IR 11-C ' _MO LL DEfL - _21 < ERG-SPAN/360 N 0� AS SPAR/DEFL (DL•LL) 746 LISW STEfi 0, • --4 A'? it ... v. �j5i ,. �.. 4� .ak 233310 ,ett,i GIsTSVs - 0> OF�4 QSG• YyA , , 'O R. Mo EX! RES 12'07 t1 1 . . .. , I • • • 1 i I N0;?....-77-1--'. ADDRFSS: ..„ . C'a() ZONP . ROA[ WIDTH. 30 FRONT ,..4RANKING CI)MvIFNIS •Vo. • --- . --D ) L. "1--- , .9( • '77 v 1 1 4 ____ 1 -1- Ni S.r4(z "P 0 R-71 i -- OU tr-CK 1 29 -8Ir N L/7. r '6f------ -1.01. 4 0 . , 1 i-_----:x\.s.,-r) 0 ck•k• -t. ‘-nov-i ' 1 J • / 1 \-A.3P•••-1 r / _ -- ,..1.-3 '-•-- IC, j a ..c„._.., 1..9 A 12..A A ,....___ . .,..._ .....--;......f; 4....,2.„-• --,--„, -T..) .-174A.,,c 5 -2:-.-0 E --,..0 '7,--;•-i ‘i D cr: ,s7:-R''"•:' .e,'.•7 4 S- a9/- / 70 / CL'F-:.TE:k---- -1--Fie.4)cf.- ---_--. ?-- - 1)1 L. } --" .......-c•-' ,