Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
2005, 11-02 Permit App: 05004149 Addition
Project Number: 05004149 Inv: 1 • Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 11/02/2005 Page 1 of 2 Project Information: Permit Use: ADDITION TO RESIDENCE Contact: DRISKILL, KENNY & MYRNA Address: 1621 S EVERGREEN RD C - S - Z: SPOKANE VALLEY, WA 99037 Setbacks: Front Left: 39 Right: 36 Rear: 62 Phone: (509) 927-3846 Group Name: Site Information: _ ._ _ • .. _ . •, __.. Project Name: • 4 , Plat Key: 001451 Name: LEMEN AIRPARK ADD District: F Parcel Number: 45262.0916 Block: Lot: SiteAddress: 1621 S EVERGREEN RD Owner: Name: DRISKILL, KENNY & MYRNA Address: 1621 S EVERGREEN RD Location:: CSV SPOKANE VALLEY, WA 99037 Zomng: UR -3.5 Water District: Urban Residential 3.5 Hold: ❑ Area: .00 Acres Width: 117 Depth: 175 Right Of Way (ft): 60 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information Review Site Plan Review Released By: 9%7„ IM " Plan Review Released By: Septic System Review Permits: Released By: • Contractor: DON CONNER Address: 9125 N SIMPSON RD Phone: (509) 458-4991 NEWMAN LAKE, WA 99025 Building Permit Firm: CONNER CONSTRUCTION Operator: CJJ Printed By: CJJ Print Date: 11/02/2005 Project Number: 05004149 Inv: 1 • Appaication THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 11/02/2005 Page 2 of 2 Notes: Payment Summary Disclaimer: Submittal of this application certifies the owner (or person(s) authorized by the owner) has both examined and finds the information contained within to be true and correct, and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for, or an approval of, any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: CJJ Printed By: CJJ Print Date: 11/02/2005 Permit Center Spokane mases Valley 11707 E Sprague Ave,'Suite 106 Spokane Valley, WA 99206 ' - (509)688-0036 FAX: (509)688-0 Community Development www'.spokanevallev.ore,.com Residential Construction Permit Application • ;;PERIVIIT3NI3MBER; ECEGy *P t2„Eit I . 2 / 2 2005 ern Ali on Additfo ri` nijotkl o Other: Accessory Bldg Deck SITE ADDRESS /6,2/ 2/ J •,5//6>-t<'e-c-7 ASSESSORS PARCEL NO: LEGAL DESCRIPTION: ; $nilding_oivner --, am :'a 74"Gtintractor `T._. ux \g Name: /),Q,/,17i) n f.%/I / C -7 City:2 /�/4S47 � 7/ Zip: in ty 7 Address: ,,,A 2 / S a vertrot Lic NCNN\Et ;tCfl City: S/' 0/(0'n N neerZip:: 992 40 0 Phone: Fax: 30% SLOPES ON Contac _=PersonspF:,Sa Name/) 4n Cept7n Phone: r2 96) - d>0' e70 Describe the scope of work in detail: Cost of Project: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: 74"Gtintractor `T._. Name:O#1 C &-7f e -tie,: �7' Address: ge32 /'vJ lear."enfY City:2 /�/4S47 � 7/ Zip: in ty 7 a Phone:2 O -gym. m dy, Fax: „e-7--79?7 Lic NCNN\Et ;tCfl FINISHED BASEMENT SQ. FTG: elate: (' ! % 07 - -City City Business Lic No: Cost of Project: **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. FTG: 2 9 0(L 2Nu FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE AREA: FINISHED BASEMENT SQ. FTG: GARAGE SQ. FTG: DECWCOV. PATIO SQ. FTG: 30% SLOPES ON PER # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWE DISCLAIMER The permitee verifies, acknowledges and agrees by their signature that 1) If this permit is for construction of or on a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the property owner. 3) The signatory is the property owner or has permission to represent the property owner in this transaction. 4) All construction is to be done in full compliance with the City of Spokane Valley Development Code. Referenced codes are available for review at the City of 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or Spokane Valley Permit Cen local laws, codes or ordi races. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application ca?processed Signature �� Method of Payment: ( ❑ Cash Bankcard #: Date axed permit applications will only be accepted with major bankcard) 0 Check 0 Mastercard 0 VISA Expires: VIN#: 0 Other Authorized Signature: REVISED &252005 97( v✓ M11�RA DEPT. APlMIONED BY. °Th.: i� DATE:. /'//4/o5 _ 1 -e/7/ -7v /1,61 ,;"' of T, N 5/Iep 39'y Aoki; t. ei,/ 45v<c7 N 5Pop 39`4/ v✓ 5 &7/J/ y /, r/.r/KT' J N k 97 5 %foo l slop 39/2/ 1 • 1,<IL,64/ a h h j/46 �yF✓�rce�rr S0'39Ud 01:ST SOOE P1 noN £©'d9Cd 2 OT:ST SOO? CT nON .0 /cscf d 3 z4 pr1t ine A l • erN 0 O 0 c O t O a O O O b 0 .*7'' of CU(rii3 Ll 0 a cr al 4; a. O O O U cnO .0 U CIS �., t474 0n C4.1Q CD Call 4 U " p o dM CIS I' O z� �.E tr tic3-N '•1 a O i. 0cu cA U Cn 0 U bA a F., v) a c O 0 cu .70 1 - -0 r LL -j J J E O E O 44-4 4. 't7 O O ,r aO 45) ` .5 6. R -0...0 ta• Lig :� 0 r+r CL4 j O .O ccs E� 0);.d • V 0 .0 RO LRAM .2KORAR3TJA R01R3TNI N3HW 14341V I. ] .M3330' IMR34 A )RIRIOj? 4 PO iF 0300A:RAwoo: !01414335 JJ11ri2 T" r"diUJ: F 3NT .I a10JJ3W 4 UO3a 2A 031A30J 'MI4AJA 310M2 tlTI ! 001JJ3W /5503 .14 443C1'JIj J4:' ..JOJ: .2JJAW R 1.112 08A 2J. eW J.If : :43/1.0 (SEW rii/ii0L 3 O.1Jj 4Li' TACINJ ,j 3T (4u1?: I2cute 3 322!t:iT8Ian Ot; IC,xp3n u :4OR1 i!0; '03144iO3 3u0Z42'2L'O.AC=32:ujju OUST SOO? PT nal CJti 1JO?11't.N9 :J!P,.i 0.1 :8A33 !1000 3C VOR9 CT13J tA8{A9 oDCC!C :0814 4.W JJA F 30;4u 30 V0A9 2,JAW1 A3ri2 "t".' /3. v ntrn ( 0-1 nn7C W.lrn:7 Pnn7 hr Anu PROVIDE DIAGRAMS AND 'ENGIN ! UNG LAYOUTS FOR ROOT' ' ,;.r.[ BEAMS AND FLOC:,. sv ; PRIOR TO FRAMING 0 Z r? UJ re C E W CD z W o O tov 0 0 o 0 --- o Q N # tN a 0 a` 0 0 0 N Q Z C 2 OB a. >- Z Z� uJuJ YZ J 0 YV N Z 000 o C Q N L o < U WHEN INTERIOR ALTERATIONS, REPAIRS OR AWRWNS REQUIRING A PERMIT OCCUR. OR WHEN ONE OR MORE SLEEPING ROOMS ARE ADDED OR CREAMED IN EXISTING DWELLINGS. THE DWELLING UNIT SHALL BE PROVIED . WITH SMOKE ALARMS LOCATED AS REOU RED FOR NEW DWELLINGS. ( Anchor Bolts- Minimum 1/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. PROVIDE SOLID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEAR WALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL TO SPAN UN.O. PROVIDE DOUBLE STUDS (M% 10UFOAT UNDER ALL HP AND GIRDER 7 U110. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7' in. & nosing of %-1 '/ in. Min. 6 ft. 8 in. headroom. Enclosed usable space under stairways requires 1 hour fire protection of in. GWB r HANDRAILS: Height of 34 — 38 inches when required by four or more risers shall be continuous the full length of stairs with the ends returned or rounded. LANDINGS: Required min. width of 36 in. or width of stairway and 36 in. travel distance. 'LTANDINC required on both sides of exit doors with min. size of • 3 ft. measured in direction of travel by 3 ft. or width of door if ' greater, and not lower than I 1/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel distance by width of door, and not lower than 7 3/4 in. below threshold provided the door does not swing over the landing. CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR COCA MI O?. PUCE SPOKANE VALLEY8' %LD'r4'' DIVISION %MIA WOMER & ASSOCIATES Mr. Don Conner 802 N. Stevenson Court Liberty Lake, WA 99019 RE: 1621 S. Evergreen Road Residence Addition Dear Don: Engineering / Architectural / Planning / Environmental / Structural Services A Native American Business Enterprise November 11, 2005 A structural review of the referenced proposed addition was performed with respect to its structural adequacy. The structure has two obvious problems: 1. The abandoned septic tank will interfere with the new footing. 2. The new end wall has too many windows to be used as a shear falls. The septic tank can be used as footing to support the foundation wall if it is properly modified. It is my understanding that the tank was filled with an acceptable material within 16 inches of the top of the tank. This tank should be completely filled with concrete leaving no void. The tank can then be used to support the walls which are reinforced using #4 dowels @16" on center drilled and grouted into the top of the tank. The roof diaphragm can be made to carry lateral loads in place of the end wall. The new roof diaphragm should be 7/16" OSB board with 8d nails @ 6" at the panel edges and 8d nails at 12" at intermediate framing. The existing end wall should be extended up to the new roof with an OBS board nailed similar to the roof diaphragm. If you have any questions regarding this review, please call me. Sy oi'ane 454aiky Richard D. Atwood,P.E. JALettersOickkl 11105 Doo Cocoa E.agrcto Residence dm REV! r WE 1: -QP •'O[)E COMPLIANCE S. 1!,•.1\. V,`s _ .i NZ. DIV:S'ON Main Office: 723 North Crestline Street, Spokane, WA 99202 Structural Division: 1819 E. Springfield, Spokane, WA 99202 (509)534-4884 Fax (509)534-4943 Toll -Free (888)966-3778 (509)535-0138 Fax (509)535-7244 Toll -Free (888)966-3778 Web Site: www.wwomer.com • E-mail: general@wwomer.com