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HomeMy WebLinkAbout2006, 06-15 Permit App: 06002090 Addition GarageProject Number: 06002090 Inv: I Application Date: 6/15/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 16 X 33 ADDITION TO EXISTING GARAGE Contact: TERRY JONES Address: 5016 N VINCENT RD C - S - Z: NEWMAN LAKE, WA 99025 Setbacks: Front Left: Right: Rear: Phone: (509) 720-8946 Group Name: Site Information: Project Name: Plat Key: CONV Name: CONVERTED CNTY DATA District: F Parcel Number: 45244.0601 Block: Lot: SiteAddress: 1308 S LIMERICK DR Owner: Name: PAYNE, GILES B Location:: CSV Zoning: UR -7 Urban Residential -7 Water District: Area: 1.00 Acres Width: 0 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Address: 1308 S LIMERICK DR VERADALE, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information: .. Review Building Plan Review Released By: Originally Released: 6/8/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 6/15/2006 By: CJJANSSE Sewer Review Released By: HEALTH NOTES IN FILE Originally Released: 6/15/2006 By: a_blake Permits: Operator: AMB Printed By: AMB Print Date: 6/15/2006 Project Number: 06002090 Inv: 1 Application Date: 6/15/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit — -- — — — Building Permit Contractor: INLAND NORTHWEST BUILDERS Firm: INLAND NORTHWEST BUILDERS Address: 5016 N VINCENT RD Phone: (509) 226-3351 NEWMAN LAKE, WA 99025 This Application: Total Project: Description Grp Tyne Notes So Ft Valuation Sg Ft Valuation GAR WOOD U-1 VB 528 $10,032.00 528 $10,032.00 Totals: 528 $10,032.00 528 $10,032.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $195.25 ACCESSORY PLANS REVIEW 1 SELECT $48.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $248.56 Notes: Payment Summa Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 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: AMB Printed By: AMB Print Date: 6/15/2006 Project Number: 06002090 Inv: I Application Date: 6/15/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: 16 X 33 ADDITION TO EXISTING GARAGE Contact: TERRY JONES Address: 5016 N VINCENT RD C - S - Z: NEWMAN LAKE, WA 99025 Setbacks: Front Left: Right: Rear: Phone: (509) 720-8946 Group Name: Site Information: Project Name: Plat Key: CONV Name: CONVERTED CNTY DATA District: F Parcel Number: 45244.0601 Block: Lot: SiteAddress: 1308 S LIMERICK DR Owner: Name: PAYNE, GILES B Location:: CSV Zoning: UR -7 Urban Residential -7 Water District: Area: 1.00 Acres Width: 0 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Address: 1308 S LIMERICK DR VERADALE, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Information:-: Review Building Plan Review Released By: Originally Released: 6/8/2006 By: TMELBOU Landuse/Zoning/HE Conditions Released By: Originally Released: 6/15/2006 By: CJJANSSE Sewer Review Released By: HEALTH NOTES IN FILE Originally Released: 6/15/2006 By: a_blake Permits: Operator: AMB Printed By: AMB Print Date: 6/15/2006 Project Number: 06002090 Inv: 1 Application Date: 6/15/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Notes: Payment Summa Permit Tyne Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 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: AMB Printed By: AMB Print Date: 6/15/2006 Building Permit - -- Contractor: INLAND NORTHWEST BUILDERS Firm: INLAND NORTHWEST BUILDERS Address: 5016 N VINCENT RD Phone: (509) 226-3351 NEWMAN LAKE, WA 99025 This Application: Total Project: Description Grp Type Notes Scl Ft Valuation Sg Ft Valuation GAR WOOD U-1 VB 528 $10,032.00 528 $10,032.00 Totals: 528 $10,032.00 528 $10,032.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE I SELECT $195.25 ACCESSORY PLANS REVIEW 1 SELECT $48.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $248.56 Notes: Payment Summa Permit Tyne Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $248.56 $248.56 $0.00 $248.56 $248.56 $248.56 $0.00 $248.56 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: AMB Printed By: AMB Print Date: 6/15/2006 Project Number: 06002090 Inv: I Application Date: 6/1/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information Permit Use: 16 X 33 ADDITIOIN TO EXISTING GARAGE Contact: TERRY JONES -k- Co V a R <' O P A;zT• o X Address: 5016 N VINCENT RD C - S - Z: NEWMAN LAKE, WA 99025 Setbacks: Front Left: Right: Rear: Phone: (509) 720-8946 Group Name: Site Information: Project Name: Plat Key: CONV Name: CONVERTED CNTY DATA District: F Parcel Number: 45244.0601 Block: Lot: SiteAddress: 1308 S LIMERICK DR Owner: Name: PAYNE, GILES B Location:: CSV Address: 1308 S LIMERICK DR VERADALE, WA 99037 Zoning: UR -7 Urban Residential -7 Water District: Hold: ❑ Area: 1.00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 2 Nbr of Dwellings: 1 Review Information: Review Building Plan Review Landuse/Zoning/HE Conditions Sewer Review Released By: / Ce ©fes --.-� Released By: Permits:% -- -- - - - - -- - - Building Permit Contractor: INLAND NORTHWEST BUILDERS Firm: INLAND NORTHWEST BUILDERS Address: 5016 N VINCENT RD Phone: (509) 226-3351 NEWMAN LAKE, WA 99025 Operator: AMB Printed By: AMB Print Date: 6/1/2006 06/15/2006 1b: 32 nuljdL41obI .Dr-lnL ,P-11- 10 TO 3241567 P.01/03 GYJ4�o :Ll ; --b Gb 1-K ProjectNLM*4'r: 06002090 Inv: I Application Date; 611/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Died vbrmation: Permit U.-tv. 16 X 33 ADDITIOIN TO EXISTINTC GARAGE Contact: TERRY JONES -4- Ca V a rtit% P AcV- v tµ x` 11 Address: 5016 N VINCENT RD C - S - Z: NEWMAN LAXI, WA 99023 Setbacks: F opt Lott Richt: Rear: Phone: (509) 720-8946 Group Name: SAthfortEndon: Project Name: Plat:Cey: CONY Name: CONVERTED CNTY DATA District jr Parcel Number: 45244-0601 Block: Lot: _... 31 teAddress: 1308 S LIMERICK DR Location:: CSV Zoning: UR -7 Urban Residential -7 Water Diotrict: Area: 1.00 Acres Width 0 Nbr of Bldgs: 2 Nbr of Dwellings: I Review I s ,z) -m off0a: RIME2 Buil ii rig Plea Review Owner: Natne: PAYNE, GILES B Address: 1308 S LiMTRICK DR VERADALE, WA 99037 Hold: ❑ Depth: 0 Right Of Way (ft): 0 ./ Lori Building Pormit Contra(tc r. INLAND NORTHWEST BUILDERS Addre::s: $016 N VINCENT RD NEWMAN LAKE, WA 99025 Opcxa tc r_ AMR JUN 15 2006 11:51 Printed. By: AMB Firm INLAND NORTHWEST BUILDERS Phone: (509) 226,3351 Print Date: 6/112006 5093241567 PAGE.01 M • 3 � • TO 3241567 n n n 1 WE 1 8-7=- "D 'Mkt-) JAIL. -14 f txs S"r'1 n lY Ws t DaME /3c E: L31MEe ck_ PLANNING DEPT. APPROVED BY.0,r L. t E e ► c-�.. • DATE: Cvi1 SI 6La ** TOTAL PAGE.03 ** 5093241567 JUN 15 2006 11:51 reMAL �„«� V!I V' I, I PERMITNUMBEK: ot(� u SQ1 `� 11707 E Spra Av S�{ „ r�pokane Spokane Vall A99BtY6 PERMIT FEE: Valle,, (509)588-003 Community Development wVVIVV.s okane ll� ore w -�� / ���� \,:I 1 Residential Construction ;� �� ���� \� Wn� 4ww Construction -Accessory iiidg Permit Application ��J ❑Addition/Remod Deck ❑ Other: SITE ADDRESS v L- - I' "-Je 'iZ>>41L - ASSESSORS PARCEL NO: q_,qacM bLO C ( LEGAL DESCRIPTION: Building Owner: { l� Name: Address: ^ r , City: _ State: 6 L .'f ZAP - Phone: IrFax: -� _<b , 7 Contact Person Name: Phone: Deyibe the scope of work in detail: ro :Contractor_• Address: —� City: State: ZiPt 1, Fax: Phon - - yt r t - 1. 3 P'ity' tractor Lie No: �—� Exp Date: Business Lie. No: (C o -> J Cost of Project: ( r -x-- +4��F �k XITTCT hp vmmn1PtP_wr (write N/A if not applicable)***** x xxx �F 9eTL. .. �'.�lln��rinrt . .. .-..-._.-.. luc l� DIMENSIONS: # OF STORIES: TO A L HABITABLE SPACE: _ ,lL HEIGHT TO PEAK MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOYS SURFA AREA: / FTG: FINISHED BA E ENT GARAGE_ F G: DECK/COV. P I SQ. FG: 30% SLO S ON t SQ. FTG: [L S - 4)[4-- G PROPERTY: At # OF BEDR M : # CONSTRUCTION TYPE: HEAT SOU E- SEWER OR PTI r The permitee verifies, acknowledges and agrees by their signature that: 1) If this per i is for construction of or a dwelling, the dwelling is/will be served by potable water. 2) Ownership of this City of Spokane Valley Permit inure to the prope y 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 Spokane Valley Permit Center. 5) This City of Spokane Valley Permit is not a permit or approval for any violation of federal, state or local laws, codes or ordinances. 6) Plans or additional information may be required to be submitted, and subsequently approved before this application --- f �. Date Sign ure.�___.� = — _--- Method of Payment: ❑ Cash ❑ Check Bankcard #: Authorized Signature: REVISED 8252005 ❑ Mastercard ❑ VISA Expires: VIN#: �� p� v✓ SmPSON UPLIFT STRAP 1,900 POUNDS TWO ANCHOR BOLTS INSTA I ED IN ACCORDANCE WITH FIGURE R403.1(1) SHALL BE PROVIDED IN EACH PANEL. ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER POINTS 2- 9" MIN. WIDTH 7/16" OSB SHEATHING 3/8" MIN. NAILED V.rlTli 8d COMMON OR GALVINIZED BOX NAILS IN ACCORDANCE WITH TABLE R602.3(1) AND BLOCKED AT tLL WOOD STRUCTURAL PANEL SHEATHING EDGES. 1___LB)AC I CH STRAP T A STUD RECOMMENDED HOLD INS"FROM EDGE OF BRACING PANEL 9mm IN FIRST STORY OF TWO-STORY BUILDINGS, SHALL HAVE AT LEAST THREE ANCHOR BOLTS, PLACED AT r• ONE-FIFTH POINTS SIMPSON UPLIFT • STRAP 3,000 POUNDS SCALE: I" = F- 0" ALTERNATE PRACI%IG PANEL R42.10.6 ALTER NAl L BRACED WALL PANELS 9 FIGURE 1 CONSTRUCTION DETAILS FOR THE APA NARROW WALL BRACING METHOD WITHOUT HOLD-DOWNS OVER CONCRETE OR MASONRY BLOCK FOUNDATION Outside Elevation Extent of header (Two braced wall segments) Extent of header (One braced wall segment) 2' to 18' (finished width Fasten sheathing to header with Top plate 8d common nails in 3" grid continuity is pattern as shown and 3" o.c. in required per all framing (studs and sills) typ. R602.3.2 Anchor bolt per R403.1.6 Typ. Foundation per code Side Elevation Sheathing filler if needed 16d sinker nails in 2 rows @ 3" o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale 1000 Ib header -to -jack -stud strap —� on both sides of opening Max. ';°, ;°" (Install on backside as shown on height 9 ''P' a°'' Side Elevation, Ref. No. LSTA24) . Min. (2) 2x4 typ. Braced wall segment se per If panel splice is needed it shall 9 p a occur within 24" of mid -height. R602.10.5 Blocking is not required. rl li. No. of Min. width based on 6:1 jack studs height -to -width ratio: For ta table per per to •raj<.'.:_:':: example: 16" min. for 8' height R502) `>::>:::'::>::1p° alar tQr� Min. 2 x2 x3/16 plate washer Anchor bolt per R403.1.6 Typ. Foundation per code Side Elevation Sheathing filler if needed 16d sinker nails in 2 rows @ 3" o.c. 1000 Ib header - to -jack -stud strap on both sides of opening (Ref. No. LSTA24) 3/8" min. thickness wood structural panel sheathing Not to scale rw r RETE TO COMPLY TO IRC TABLE 404.1.1(1); FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS & PORCHES - 3500 # PSI Blocking required at mid height in unfinished bearing walls ALL FOOTINGS MUST BE CONTIN11011S PROVIDE SOLID BLOCKING UNDER ALL C01_UTANS BEARING WALLS AND SHEAR WALLS. PROVIDE DOUBLE JOINTS (MIN) UNDER ALL WALLS PARALLEL TO SPAN U.N.O. PROVIDE DOUBLE STUDS (M" TO FOUNDATION UNDER ALL HIP AND GIRDER TRUSSES U.N.O. PROVIDE SHEAR CONNECTION FROM INTERIOR SHEAR WALLS TO T BUSSES OR JOISTS ABOVE. a t,J abQ i 4 10 w z S )D f'r o 1 i8" GAP BE I WEEN SHEATHING F� 40# felt for ice �\ dam protection ra Z1( i VS7zS A x —,elix C4& wR-. 159) CIC --.V W� �s !1 � �t ✓� � a oc� � v vl c i G'P` ►v\,tr t4lg Td0 ary 7Y -P, 4 KGs y,�15,,,r, � sem• ��- IG #.9 ��'uS�s D.0 . yplc.�t- 1-110 0 j it A —):30L -Ts .t ` Anchor Bolts- Minimum 1/2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. Minimum depth for frost protection in the City of - -- - -~ ~ -- Spokane Valley is 24 inches measured from the bottom of the footing to finish grade. Grade slope away from building a minimum 6 inches in first 10 feet. M Eyf ST, -- ------------ s e doD� Nta✓c�� �q�l�' J LANDING required on both sides of exit doors with min. size of �j 3 ft. measured in direction of travel by 3 ft. or width of door if greater, and not lower than 1 '/2 in. below threshold. Landing required at other exterior doors is a minimum size of 3 ft travel ` I le i distance by width of door, and not lower than 7 3/o in. below threshold provided the door does not swing over the landing. i QVG s `GYPSUM BOARD USED FOR INTERIOR BRACED WALL ,CONSTRUCTION SHALL BE L r,c KFASTENED NO FURTHER j, THAN 7" O.C. Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 Min. 2 ft 8 in. Alternate Brace Wall Panel per R602.10.6 Min. 16, 18 or 20 in. APA Portal Frame Bracing Engineered Shear Wall Bracing �. ���� � � ."'� _:s✓Y. s.. .y... �-^�...a I...11 l^J� r .�..i7..�...+�.�. ._ �_.T�,�...... ., _.—_ _ —. _ _.. _ .. __. ._ Y._. T __.. ir. G-.l'C+--��. J2 Q J3 5) Cfl I J2 33-0-0 rn� J? 4 J3 5 7 int DO a -s-10 ass- oc+ s -s -1D KO 4-1 E HO 4-1 cam. MR 4 �27[S II '"'2x311 id a 5 < 3I -8-L 3715= / `� -/ -��, .if= C- e s 'n 2Z3o -2331 3rloS_ *2z3l i 2X311 SL 2-2-0 2-2-0 4-0-0 8-0-0 12-0-0 16-0-0 �. 2 -O -D A -O -O 4-0-0 i 4-0-0 4-0-0 2-o-0 w1 I 4-0-0 a -Q-9 12-0-0 16--9'0 1 ALL PLAT= ARC LOM 0 lob; I n0 2-2-11NO 1-1-12 fi HO 4-1 5i - SH S -lb xe a T � 3 1 "• L-1-liA mUE na 8-9-10 Do 8-310 NO 4-1 )(04-1 MH 4 _ O wt A 6-8-I3 T'C TC 3-1-1 304= c SL 2 -?-0 - 2-2-0 oc 2-0-0 I B r -0-08-0 0 Z -0-O -0-_�— IMP I a s -o s -o -•o VI -0-0 -- ALM -A M 6LATS6 .X" LOC t2O #i-. 055804A mark; Al 12 TR Isol00 S 2- 0- t: 2- A- 4 SeaLe; 0.2n7" _ iNi Z-2-31 He d-1 HO 1-11-L2 _ 28 4 8 fm .1 -?-i& A TO _r , DG 4-4-14 70D 1-11-12 fai 4 HH 1-Z-13 .o 3i — ----- - l' — NO 4-10-2 MHT 130 1-1-6 = g H31 9-19 2 / f 7� +f I 2`9-5 3.'J3a F / .ice(1 I223.._ � f� ,�..11_p 2 TS $= C S,b iSF 5-5-1 B[. 2-1-0 TC 2'-30-11 5-6-1_ � --�2-c...—�-'0-�------t 2-0-0 3-11-4 -- 2-8_e 5_6_1 ------------- 1 3-11-J h'----2-e-2----- ..--- 3-11-4 — 33T. L PL)LrZs ARS LeOCrt20 AM PLWMA AHE LOCR0 Jeb: QSS806A Heck; 43 10 JCAZ 31104 3 2- o- 0 0 Boale: 0.624- a 1' dffi1: 966605A Hark; JC ! .3CA2D2 20"2 3.633 2-1.7-11 U Seale; 4.462 TABLE R602.3(1) WALL CONSTRUCTION TABLE R602.3(1) FASTENER SCHEDULE FOR STRUUCTURAL MEMBERS (continued) 104 2000 INTERNATIONAL RESIDENTIAL CODE® NUMBER AND TYPE OF DESCRIPTION OF BUILDING ELEMENTS FASTENER',b.o,d SPACING OF FASTENERS Joist to sill or girder, toe nail 3-8d — 1" x 6" subfloor or less to each joist, face nail 2-8d — 2 staples, 13/4 — 2" subfloor to joist or girder, blind and face nail 2-16d — Sole plate to joist or blocking, face nail 16d 16" o.c. Top or sole plate to stud, end nail 2-16d — Stud to sole plate, toe nail 3-8d or 2-16d — Double studs, face nail 10d 24" o.c. Double top plates, face nail 10d 24" o.c. Sole plate to joist or blocking at braced wall panels 3-16d 16" o.c. Double top plates, minimum 48 -inch offset of end joints, face nail in 8-16d — lapped area Blocking between joists or rafters to top plate, toe nail 3-8d — Rim joist to top plate, toe nail 8d 6" o.c. Top plates, laps at corners and intersections, face nail 2-10d — Built-up header, two pieces with 1/2" spacer 16d 16" o.c. along each edge Continued header, two pieces 16d 16" o.c. along each edge Ceiling joists to plate, toe nail 3-8d — Continuous header to stud, toe nail 4-8d — Ceiling joist, laps over partitions, face nail 3-10d — Ceiling joist to parallel rafters, face nail 3-10d — Rafter to plate, toe nail 2-16d — 1" brace to each stud and plate, face n '), ; , 2-8d — Or f f 2 staples, 13/4 1" x 6" sheathilg toka& lbearing, ace nail 2-8d — 2 staples, 13/4 — 1" x 8" sheathing to each bearing, face nail 2-8d — 3 staples, 13/4 — Wider than 1" x 8" sheathing to each bearing, face nail 3-8d — 4 staples, 13/4 — Built-up comer studs 10d 24" o.c. Built-up girders and beams, 2 -inch lumber layers 10d Nail each layer as follows: 32" o.c. at top and bottom and staggered. Two nails at ends and at each splice. 2" planks 2-16d At each bearing Roof rafters to ridge, valley or hip rafters: toe nail face nail 4-16d 3-16d — Rafter ties torafters,.face 3-8d — Wood structural panels, subfloor, roof and wall sheathing to framing, and particleboard wail sheathing to framing 5/16-1/2 6d common nail (subfloor, wall) 6 129 8d common nail (roof)f 19/32 4 8d common nail 6 129 11/8-11/4 10d common nail or 8d deformed 6 12 nail (continued) 104 2000 INTERNATIONAL RESIDENTIAL CODE® PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR POUF: Tft ISSES, BEAMS AND F OORS1 LMS PRIOR TO FRAMING TIONS CITY COPY SNO11031:11:100 NO1103dSNI 013Id 01 ia3rens wawa SIHI Si. REVIEVJED FOPOD OMPUANCE SPOKANE VALLFif 7,tAL_ ANC -i 1VISDN c- Jz- VA 177 f C2�a