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2007, 05-18 Permit App: 07001845 ShedProject Number: 07001845 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/18/2007 Page 1 of 2 Project Information: Permit Use: 23 X 24 SHED Setbacks: Front Site Information: Contact: SCHWALBE, DANIEL Address: 11422 E 44TH AVE C - S - Z: SPOKANE VALLEY, WA 99206 Left: Right: Rear: Phone: (509) 370-1009 Group Name: Project Name: Plat Key: 001737 Name: MYRON EST # 2 Parcel Number: 44042.0201 Block: SiteAddress: 11422 E 44TH AVE Location:: CSV District: Sout Lot: Owner: Name: SCHWALBE, DANIEL Address: 11422 E 44TH AVE SPOKANE VALLEY, WA 99206 Zoning: UR -3.5 Urban Residential 3.5 Water District: 101 SPO CO WATER DIST#3B Hold: Area: 1,700.00 Acres Width: 0 Depth: 0 Right Of Way (ft): 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Review Information: Review Building Plan Review Landuse/Zoning/HE Conditions Permits: Released By: Operator: JD Printed By: JD Print Date: 5/18/2007 Project Number: 07001845 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/18/2007 Page 1 of 2 Project Information: Permit Use: 23 X 24 SHED Contact: SCHWALBE, DANIEL Address: 11422 E 44TH AVE C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 370-1009 Group Name: Site Information: Project Name: Plat Key: 001737 Name: MYRON EST # 2 District: Sout Parcel Number: 44042.0201 Block: SiteAddress: 11422 E 44TH AVE Location:: CSV Lot: Owner: Name: SCHWALBE, DANIEL Address: 11422 E 44TH AVE SPOKANE VALLEY, WA 99206 Zoning: UR -3.5 Urban Residential 3.5 Water District: 101 SPO CO WATER DIST#3B Area: 1,700.00 Acres Width: 0 Nbr of Bldgs: 0 Nbr of Dwellings: 0 Hold: Depth: 0 Right Of Way (ft): 0 Review Information: Review Building Plan Review Landuse/Zoning/HE Conditions ele ed By: Permits: Operator: JD Printed By: JD Print Date: 5/18/2007 Project Number: 07001845 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 5/18/2007 Contractor: OWNER Building Height 19 Building Permit Page 2 of 2 Firm: OWNER Phone: (000) 000-0000 Building Characteristics Description Gro Inn Notes GARAGE U-1 VB Item Description RESIDENTIAL PERMIT FEE ACCESSORY PLANS REVIEW WSBC SURCHARGE This Application: Total Project: Sq Ft Valuation Sq Ft Valuation Qt' -552 $10,488.00 552 $10,488.00 Totals: 552 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT $10,488.00 552 $10,488..00 Fee Amount $195.25 $48.81 $4.50 Permit Total Fees: S248.56 Notes: Payment Summary: 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: JD Printed By: JD Print Date: 5/18/2007 1\ Permit Center cm °" 11703 E Sprague Ave, Suite B-3 = Spokane Valley, WA 99206 '� VdlleyL (509)688-0036; i flF,: ; {509)688=0'03')' www.spokanevalley.org Community Development i' MAY Residential Construction Permit Application PERMIT NUMBER: PERMIT FEE: o struction (l Accessory Bldg AdditionfRemodel ❑ Deck Other: SITE ADDRESS: e Yy79 __5( to/ *Ivo ASSESSORS PARCEL NO: V40 /2 $ 02 0/ LEGAL DESCRIPTION: YY7`� eaLootse /or / / 1.0 Building Owner: Name: i54bv SC MA/4-16C Address: //97. z 7 Y City:tj,/� State: avi.- Zip: ��Z,7,, Phone: Y Cr 84: f /7f3/ Fax: 9 gy/—'Z€ / Contact Person Name: •4,11,71 -C6/142,(1- t Phone: g` (— e !i / Describe the scope of work in detail: Proposed Use: <f% & Ste/e. Contractor: DIMENSIONS: 23 tvtec x 2Y 0,0 # OF STORIES: / (4h Name: 3� i a-7) MAIN FLOOR TO SQ. FTG: 575-2 2Nu FLOOR SQ. FTG: AXI Address: IMPERVIOUS SURFACE AREA: 55_ FINISHED BASWET SQ. FTG: �'I/� City: State: DECK/CV. PATIO SQ. FTG: 5-5- 2- Zip: Phone: Fax: CQRTYPE: HEAT Cfi'Srfef1�i_ Contractor Lic No: Exp Date: City Business Lic. No: Cost of Project: $ **************The following MUST be complete: (write N/A if not applicable)********************** HEIGH TO PEAK: / If _ 5- ll DIMENSIONS: 23 tvtec x 2Y 0,0 # OF STORIES: / TOTAL HABITABLE SPACE: s> --z- MAIN FLOOR TO SQ. FTG: 575-2 2Nu FLOOR SQ. FTG: AXI UNFIN BASE ENT SQ. FTG: /V IMPERVIOUS SURFACE AREA: 55_ FINISHED BASWET SQ. FTG: �'I/� GARAGE Q. FTG: '! Z DECK/CV. PATIO SQ. FTG: 5-5- 2- 30% SLOPES ON PROPERTY: # OF BE,pR/D S: CQRTYPE: HEAT Cfi'Srfef1�i_ SEyryel,,SEPTIC? The permitee verges, 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 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) PI. .s or additional information may be required to be submitted, and subsequently approved before this application can be,cessed. SIGNATURE: Method of Payment: D Cash Bankcard #: Authorized Signature: REVISED 2/15/07 EirCheck ❑ Mastercard Expires: DATE: ❑ VISA VIN#: cU SHED AD3ITIO\ FOR EXIST'G SC WAL3E REST DEN C- 11422 E.44TH AVE SPOKANE, WA 99206 ( 44TH & BOWDISH ) 5-15-07 EXISTING RESIDENCE 23' WIDE X 24' DEEP SHED ATTACHED TO EXIST'G HOUSE DANIEL A. SCHWALBE INC. ARCHITECT donschwalbe@comcast.net 509-891-1281 '-4" 23'-0' FUTURE SHED cU OPTIONAL 11'X16'WIDE 0.H. GARAGE DOOR /OPTIONAL WOOD SIDING TO MATCH EXIST'G EXISTING HOUSE H 5 FRO\ T ELEV SCALE: 1/8" = 1'-0" SHEAR WALL REQTS: 2 X6 STUDS©16"O.C. W/3/8"T-111 EXTER.SIDING 6D NAILS © 12 0.C. FIELD AND 6" SIDES MAX.SPACING FOR LATERAL /SEISMIC REQT'S. 3/8"X4X1/2 © 16"O.C. LAG SCREWS ON JOIST HANGERS( LSSU 410) LAMINATED ASPHALT SHINGLE ROOFING(20 YR) 1 SHEAR WALL REQTS: 2 X11 11 jTHD ©16�_Oryu li y 6D NAILS © 12 0.C. FIELi1A D 1611 ID��i M1AX. I II u 11 .I PI PAC —�1 N 1X�F�SIDING II 111 1 11 I II 11 I I 1 II DI 3'X5' VI II IL 1 I Li • EXISTING HOUSE(2X4 ©16 TO 2 X12 LEDGER & EXIST'G STUDS 0 SIMPSON JOIST HANGERS( OPTIONAL 11'X16'WID YL INSUL SLIDING WINDOW �-- o" cU 0 cU SIDE ELEV3 SCALE: 1/8" = 1'-0" 23'-0" GARAGE DOOR MATERIALS LIST: 6 x 6 TREATED WO 'PO ROOF JOISTS (19) 26' BCI ©16" 0.C. = W/ CONCRETE PLYWOOD: (27) 4 X 8 X 7/ 16" = POSTS: (3) 6 X 6 X 16' LONG WD POSTS = BEAMS: 5 1/8 X 9 GLB BM (2) X16' W/ 2-ACE4 ON ROOFNG: 20 YR LAMINATED ASPH SHINGLE NAILS:SIZE VARIES REFER DETAILS EXISTING CONCRETE 4" SLAB SLOPE 1/8"/FT TO 1'-4" 16'-0' 5'-8" 1 FLOOR PLA\ SCALE: 1/8" = 1'-0" FRONT cc HOUSE Id W U J � o d' O m U C) o NM v Cr) O 0 � o (7)(''') T E C 0 N D ENTERED IN 18" X 48° DEEP TOP OF HOLE 4 WALL����FFSEC- S & 2-LPSSC�AWC;ENfi(R 1 2 F RAVI \G DLA\ SCALE: 1/8" = 1'-0" HOU. m corn /_j_b EXI : TIN `r A o Cu ~ 4 x ROOFING 7/16" OSB W/ CLIPS m 20 YR ASPHALT SHINGLF W/ 1ri FELT 7/10" n 050 W/ curs 6 x 6 WD POST ./ O A N oN of 23'-0' s 1'-4' 1E/-0" 5'43" CO !6 x 6 WD POST 0 / Ili co ,.D x n4 2 F RAVI \G DLA\ SCALE: 1/8" = 1'-0" HOU. PLANNING DEfT. AlrPROVED '_. x_ W �,a BY, 00 Q N �r DATE: I C K 0 z 0 I FO N 00 0 w O W U N Z Z o W U Ld D QLu O W v) U w z o U) 3 N s X O W C a W ^ M W O J C) u7 U Q W 3 Ln 2 U Q U N c p U 0W Nz M 0 W o o � 2 m F= -V2 X vXU W w od J � �Z O 0 a 0) U O LL a a LLJa z O W o = VN >o 0 a Q H N N y X 0 W W w 0 T N � c N 7.091 c9 7 - z49(Pir) --akM1‘2. 15 M-30 -Aso)(07 -z�0n 2) 4 Q, -m1 • 19).-1 r g.-1 hi OW • To \ 91 0) 1g)aP 1-ev; 14 �l�j ti� ya [Nontsra jig t• Ler vie. This product Ls namable to similar connectors because al a) eaaer Installation, Y b) higher Inds, eJ rower manned cost, ora combination al there hawse. This series attach Joists or rafters to headers, sloped up or down, and skewed left or fight, up to 45". MATERIAL See table. FINISH: Galvanized. Some products available In 2 -MAX; see Corrosion -Resistance, page 6-7. INSTALLATION: • Use all specified fasteners. Sea General Notes. • Attach the sloped )oist at both ends so that the horizontal force developed by the slope is fully supported by the supporting members. CODES: See page 12 for Code Listing Key CharL LSSU INSTALLATION SEQUENCE —1 Odx19d 8a 6SalvaCoonneclars VPA Adjustable Variable Flitch Connectors SIMPSON The VPA is adjustable to slopes between 3:12 and 12:12, mplementing the versatile LSSU. No notching is required when using the VPA. This hanger meg the need for beveled plates and toe -nailing. IAL 18 gauge ISN Galvanhed KSTALLATION: • Use a specified fasteners. See General Notes. 00ES: See page 12 for Code Listing Key Chart. A and 6 flanges touch at 45° VPA2 0.3. Patent 5,335,409 AM NldlW h Model Na. Fasteners 0F/SP Species Allowable Leads SPF Species Allowable Loads Code Carrying Marcher CartedLat¢LateralLateralal Member UPllft laatl Uplift Down- (139) 1180) )133) 050)Ref. (193) (160) F1 Fa F1 F2 (193) (160) loatl Fi Fr F1 Fx 11/2 VPA2 Wm 8-10d 2-10dx11/2 245 295 1050 375 245 375 250 210 250 870 325 210 325 250 1,121,140 21/2 VPA3 290 9-10d 2-101x114 245 295 1230 975 245 375 250 210 250 1020 325 210 325 250 31/2 VPA4 33n. 11-101 2-10dx1 4 245 295 1230 375 245 375 250 210 250 1020 325 210 325 250 y.,nuwsinnue auaa ane ave increase io eanhquake or wind loading fio hunger increas allowed; redact where other loads govern. 'floods may not be Increas d tor short -t rm loading. /PA INSTALLATION ;EQUENCE 3.NAR5: 10d = 114r dla.s 3• I ng, 10dx115= 0.148" Mo. x 11/2" long. See page 16-17 for oth r nail hes and information. S/OM0003 IME$ puns Li eNS? The LCE4& universal design provides high capacity while eliminating the need for rights and lefts. For use with 4x or 6x lumber. LPC --Adjustable design allows greater connection versatility. MATERIAL: LCE4-20 ga; AC, ACE, LPC4-18 ga; IPC6-16 ga FINISH: Galvanized. Some products available in Z -MAX and stainless steel; see Corrosion -Resistance, page 6-7. INSTALLATION; • Use all specified fasteners. See General Notes. • Install all models In pairs. LPC -21a- beams may be used if 10dx1 Ya• nails are substituted for 1Od commons. CODES: See page 12 for Code Listing Key Chart. • Available nil4 adultfonafcotmshnpro:ea/n. Meek weh rectory. fe lmdshan been increased for earthquake �C/ 490 or wind toad dumllonswllh no further increase 3. LPC lailingoaals In thedirectionallowed: pAredmy whenhere urinp iregons govern 9.MIN nailing quantity nes_.4 to the beam. 2 Loadsandcnywhe other MAX nailingbyaanllod nlneN111 all andnd Mangle pairs. 3.UPIIA loads doo nu apply to load cu toa—loo round and M DPip to ipNce conditions. ogle Aple Typ. 1K• Typjcal LCE4 Installation (Fpr 4x or 67 lumber) Typical ACE Installation 6. Spliced condition mug be delayed by he Designer to transfer tension loads belween 7. spiced 164 members by means Ober non the past cap letl _ 0.182' dia. s 31/2• long, dia. x r lung. See other nail sizes and Infaorrmation.pam' 16-17 ler A &ste„rcmMecgAn design loads. far post -beam combinations at medium MATERIAL PC -12 gauge; PC -16-_16 gauge FINISH: Galvanized. Some products available In Z -MA see Corrosion-Nesistance, page 6-7. X INSTALMTION: • Use all specjied fast nem; see General Notes. • If 9sa' pilot hales are bolted, no additional load is achieved. OPTIONS: • For end conditions, specify EPC post caps, providing • dimensions are in accordance wiz table; see illustration. C00•Soee pg Epp pl9d lgar abldI ®g&#CsT For hes dpf �� PP6YRPFevC4iiuteta 6Yl iaQJ�i-101 - Awl/able with addlthnlcorrosion proton/op. Check with factory. 1111111111113 asserscortschanatsm PC4fi 4s6 CS® IZIERZWEI �1ET 12111210 ®®®0"19Y31121:1® ® " *EM®� ��,It CIM ®EMEDICNCIIMICEI ' ®®1rMlsl♦L11631M {y{y! 6-1fitl tMI®® ®cone ]bt )Y+ 69is 15 ®amrn �16d PC86 .Allowable loans have been increased for eanhpuake or wind load duration with no load durations further Increase allowed; reduce where other govern.2. Lateral ioads we InNe direction The beam. Parallel 4.UpIInloads loads not are ppr ly in only. cnnittlans. 5.Spated canalgons must be dela)/ee by the Oosigner lo trans ler lemlon Inds balween spliced member" by means other than the t 4. NAILS 164 O 1d2• 1)a. x 315•loo , g PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CODE COMPLIANCE SPOKANE VALLEYB LOIN MSION T� to _07