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2008, 04-16 Permit App: 08001385 Storage Shed Project Number: 08001385. Inv: 1 Application Date: 4/16/2008 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Project Information: dx.m. 'a`.._....x[.;:& d ; 4 ,.wx,..d@'....d:4, *. Permit Use: NEW 16 X 20 STORAGE SHED Contact: SHIVELY,NICHOLAS Address: 10804 E 19TH AVE C-S-Z: SPOKANE VALLEY,WA 99206-0000 Setbacks:Front Left: Right: Rear: Phone: (509)922-7645 Group Name: Site Information' Project Name: Plat Key: 002393 Name: SKYVIEW ACRES 01ST ADD District: Sout — ----- ---------- Parcel Number: 45282.4403 Block: Lot: SiteAddress: 10804 E 19TH AVE Owner:Name: SHIVELY,NICHOLAS Address: 10804 E 19TH Location::CSV SPOKANE VALLEY,WA 99206-00 Zoning: R-3 SF Res District Water District: 007 MODEL Hold: ❑ Area: 13,500 Sq Ft Width: 0 Depth: 0 Right Of Way(ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: = t .,mad WAate. a :/.:W .A x Review Building Plan Review Released B y' Originally Released: 4/15/2008 By: tmelbourn Landuse/Zoning/HE Conditions Released By: Originally Released: 4/15/2008 By: cjjanssen Operator: jmm Printed By: jmm Print Date: 4/16/2008 Project Number: 08001385, Inv: 1 Application Date: 4/16/2008 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Building Permit Contractor: OWNER Firm: OWNER Phone: (000)000-0000 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation GARAGE U-1 VB SHED 320 $6,080.00 320 $6,080.00 Totals: 320 $6,080.00 320 $6,080.00 Item Description Units Unit Desc Fee Amount RESIDENTIAL PERMIT FEE 1 SELECT $139.25 ACCESSORY PLANS REVIEW 1 SELECT $34.81 WSBC SURCHARGE 1 SELECT $4.50 Permit Total Fees: $178.56 Permit Type Fee Amount Invoice Amount Amount Paid Amount Owing Building Permit $178.56 $178.56 $0.00 $178.56 $178.56 $178.56 $0.00 $178.56 Disclaimer: Submittal of this application certifies the owner(or person(s)authorized by the owner)has both examined and finds the information contained within to be true and correct,and agrees that all provisions of laws and/or regulations governing this type of work will be complied with. Subsequent issuance of a permit shall not be construed to be a permit for,or an approval of,any violation of any of the provisions of the code or of any other state or local laws or ordinances. Signature: Operator: jmm Printed By: jmm Print Date: 4/16/2008 - , Permit Center .., crrr oe 11703 E Sprague A , . i `le-3 PERMIT NUMBER: �._ j Zl S! i$Md1ev okane Spokane l� ALLEY c'r.),C; PERMIT FEE: 509 ft 688-0037400001c J www:'to r ) p y 2.00 Community Development Residential Constructio e acng Gk4m14 - ew Construction Accessory Bldg Permit Application 6'( Addition/Remodel Deck Other: SITE ADDRESS:/() 8-0V �- /,' ASSESSORS PARCEL NO: -�J X?<2 — © -7-7 --- LEGAL DESCRIPTION: Siite .j.e Sii.r•t� Building Owner: Contractor: yl Name: ,v,,e/10 cQC Cj Name: Address: �h Address: City: State: Zip: c' la," City: State: Zip: Phone: Z2 J 7L i/S- Fax: Phone: Fax: Contractor Lic No: Exp Date: Contact Person City Business Lic.No: Name: //,t/i.A.a j/i, !i Phone: 22 c •y3/ Describe the scope of work in detail: Cost of Project: $ Proposed Use: \540'trg.e **************The following MUST be complete: (write N/A if not applicable)********************** HEIGHT TO PEAK: DIMENSIONS: 1 #OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2"" FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVIOUS SURFACE FTG: ii1- /A AREA: J FINISHED BASEMENT `-'ARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: 30% SLOPES ON SQ. FTG: ,\j/ - d- &AL 'VA PROPERTY: /i//4 #OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE: SEWER OR SEPTIC? 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 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 can beocessed. / SIGNATURE DATE: I/—/5 _G Method of Payment: 0 Cash 0 Check 0 Mastercard 0 VISA Bankcard#: Expires: VIN#: Authorized Signature: REVISED 2/15/07 SCITYOrm 11703E Sprague Ave Suite B-3♦ Spokane Valley WA 99206 poltne ♦509.688.0036 ♦ Fax: 509.688.0037 • Valle Y © Completed Building and Mechanical Application with: Accurate address, Parcel Number and/or Legal Description, description of work, owner and contractor information, signature and date. © Three (3) sets of plans including Site Plan, elevations, floor plans, foundation plans with details, roof plan, framing plans and details. ❑X Show the height of any proposed buildings or accessory structures. ❑X Floor plan for each floor: Dimension to scale(minimum 1/8") and label each room (including sq footage of house and garage on plans) show each level of existing house and square footage of any additions. © Egress windows: Provide at least one window or exterior door approved for emergency escape or rescue from basement and in every room for sleeping. © Floor framing details: Joist type, size, spacing and installation details. © Roof framing plan and details © Furnace and hot water heater location EAll header locations: type, size and connections © Foundation plan ❑X Insulation information EX Decks and Stairway details All braced wall panel types: show locations and details of installation, including engineered design Smoke detector locations 22" x 30" attic access location 18" x 24" crawl space access One-hour separation detail: between house and garage • New project Proe e t Previous pre-app meeting 0 41\ +�IT1' • OpoKane Transmittal Plan revisions 0 City of Spokane Valley Transmittal Date: 400011110%liey Community Development Tuesday,April15,2008 Department 11703 E.Sprague Ave,Suite B3 Spokane Valley,WA 99206 Phone:509.688.0036 Site Address: 10804 E 19TH AVE Project Number: 08001385 Parcel Number: 45282.4403 Zoning: R-3 Water District: MODEL Fire District: FD 01 Applicant: NIGH, HUGH T & SUSAN T Owner: SHIVELY, NICHOLAS 10804 E 19TH AVE 10804 E 19TH SPOKANE VALLEY, WA 99206-000 SPOKANE VALLEY, WA 99206-000 (509) 922-7645 e-mail: e-mail: Contact: NIGH, HUGH T & SUSAN T Occupant: 10804 E 19TH AVE e-mail: --�, SPOKANE VALLEY, WA 99206-000 r r , (509) 922-7645 �) (Le e-mail: _ I j J Contractor: OWNER Arch/Engineer: E` E i 0 ILT r - /('-'22 ( ) - 0 e-mail: Project NEW 16 X 20 STORAGE SHED Description: Building Landuse Engineer Utilities Health Fire Dist Assessor APPLICATION CONSTRUCTION PLANS SITE PLANS I Z TDSk. Please send all plan review and project comments via e-mail to the highlighted individuals. City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E.Sprague Avenue#106,Spokane Valley,Washington 99206-Tel 509-688-0036-Fax 509-688-0037 Following is a typical cross-section for a residential garage. It may not represent the proposed project. If you are using this detail as a portion of your plan submittal,please complete the requested information in the boxes provided on both sides of this sheet This completed sheet,along with any additional information needs to be submitted with your aplfcafon and be on site at the time of inspection. PROTECTION AND OPENINGS BETWEEN NOTE: DWELLINGS AND PRIVATE GARAGES SHALL HAVE: Diagonal wall bracing required on each corner and every 25 feet of wall. 1)MATERIALS APPROVED FOR ONE HOUR FIRE Walls within 3 feet of a property line or RESISTIVE CONSTRUCTION ON THE GARAGE SIDE: within 6 feet of a dwelling must be 1 hour . •5/8'TYPE'X"GYP BOARD(HABITABLE SPACE ABOVE) rated. (5/8'type'X'gypsum sheathing •1/2'GYP BOARD(RESIDENCE/ATTIC,FLOOR/CEIUNG) on both sides of wall). Openings are not 2)OPENINGS BETWEEN GARAGE AND RESIDENCE permitted in these walls. Garages over SHALL BE EQUIPPED WITH SOLID WOOD DOOR,SOLID OR 3,000 sq.ft.require protection when HONEYCOMB CORE STEEL DOORS NOT LESS THAN 13/8', closer than 20 feet to the property line. OR 20 MINUTE FIRE RATED DOORS. Parapets may be required. ALTERNATE FOUNDATION FOR —�" ---' ACCESSORY BUILDINGS FROM (ENGINEERED TRUSS R 400 SQ.FT.TO 3000 SQ.FT. ENGINEERED AND SPACING 1'1' x '/ @ /6 O.G. i/L. 1211C SECTION A-A * ROOFING MATERIAL J� f ROOFING PAPER N' 15 l N ,' ri ROOF Vit. ii 2-- SHEATHING ,• �• .•- . • i-k-O (- rr DOUBLE TOP PLATE ,- a • . ' ; =X11111=11f - flit➢='!: 1: ' Illi lillq G WALL HEIGHT Il x111111_ IIIII a BETWEEN.TRUSSES II =111. • •• 24"MIN. . • t:,r� . (2):4 REBAR �� � •. '': •� �� WALL SHEATHSHEATHINGI—,r—I / \-2x @ 16 O.G. `moi t t' SIDING— PRESSURE TREATED SOLE PLATE 111 . , •4 • 'so..... :':i -----T I 3-112'CONCRETE SLAB �_ • • 6"MIN. 6'MIN. -� ' U—im— L •• ' t •4 SI ilra =111F-ll1h� • • isi'r- = 11` .- ANCHOR BOLTS 111311. �;4 '.• :Alli ffr MIN. t 1144 MIN. " - 1 12 MIN. 6 MIN. • i I F4'.. • (7"INTO CONCRETE) 6'O.C.OR APPROVED t-12•-1 (2)#4 REBAR 5"x12' ANCHOR INSTALLED FOOTING PER MANUFACTURER. np r, I't. L ivO- L; )OrrvLk--Vd. I I ey ues I.wdy IVO. /DO( r, ) yuan a•ype Span P1-H1 Left OH n.i.yiii. OH I engineering 'Q42008 RI 9 FI 200000 5 1- 0- 0 1- 0- 0 • ' Nicholas / JM. • • DG 10-11-10 4x4= P5 10-11-10 HO 4-1 B HO 4-1 Ha 4 HH 4 5( TC 2x311 ' G 3x4, 41 Zx3/j TC 4-6-1 Z u.: 5x4= Allil 3x4.: A C .....ideallifitek -_.'I'1111i1. 11iiiiIIIMMIIIIIIIIME1111.111111.1 1' H 8CG E Sl p BCE 01-tiVP) / 3x4= 3x4= 3x4= 9x4= 0\ Cant:4- 0- 0 ri W:308 W:308 R:1257 R: 778 U: 414 U: 102 • EP 4-1-12 50314 10-0-0 14-8-2 20-0-0 TC 1-0-0 4-1-12102021 4-8-2 4-8-2 l 5-3-14 1-0-0 BC 4-1-1'r I 2-8- 14 I 6-221-12 I 6-1-07:716 SP 4-1-12 6-10-10 13-1-6 20-0-0 ,El 20-0-0 ALL PLATES ARE MT2020 Scale:0.314"=1' Robbins Engineering, Inc./Online Plus" APPROX. TRUSS WEIGHT: 118.5 LBS Online Plus -- Version 22.0.011 81-D 0.22 534 T 0.02 0.20 Wind Loads - ANSI / ASCE 7-05 RON DATE: 14 APR-08 D -C 0.26 1082 T 0.13 0.13 Truss is designed as a Main Webs Wind-Force Resistance System. CSI -Size- ----Lumber---- H -I 0.01 174 C Wind Speed: 90 mph TC 0.28 2x 4 1B H -F 0.11 1004 C Mean Roof Height: 25-0 BC 0.26 2x 4 SB F -E 0.06 416 T Exposure Category: C WB 0.11 2x 4 DI-L-#1 E ^s 0.10 329 C Occupancy Factor : 1.00 H -D 0.08 546 T Building Type: Enclosed Brace truss as follows: D -G 0.04 351 C Zone location: Exterior 0.C. From To TC Dead Load : 4.0 psf TC Cont. 0- 0- 0 20- 0- 0 TL Defl -0.09" in D -C L/999 BC Dead Load : 6.0 psf BC Cont. 0- 0- 0 20- 0- 0 LI. Defl --0.04" in D -C L/999 Max comp. force 1163 Lbs LL Cant -0.01" in A -H L/999 Max tens. force 1082 Lbs psf-Ld Dead Live Shear // Grain in F -B 0.25 Quality Control Factor 1.25 TC 7.0 30.0 BC 10.0 0.0 Plates for each ply each face. TCtBC 17.0 30.0 Plate - MT20 20 Ga, Gross Area Total 47.0 Spacing 24.0" Plata - MT2H 20 Ga, Gross Area Lumber Duration Factor 1.15 Jt Type Plt Size X Y JSI Plate Duration Factor 1.15 A MT20 3.Ox 4.0 Ctr Ctr 0.54 TC Fb=1.15 Fo=1.10 Ft=1.10 I MT20 2.Ox 3.0 Ctr Ctr 0.40 BC rt=1.10 Fc=1.10 Ft=1.10 F MT20 3.Ox 4.0 Ctr Ctr 0.51 B MT20 4.Ox 4.0 Ctr Ctr 0.50 Total Load Reactions (Lbe) G MT20 2.Ox 3.0 Ctr Ctr 0.41 Jt Down Uplift Horiz- C MT20 3.Ox 4.0 Ctr Ctr 0.66 H 1257 414 U 1 R H MT20 3.Ox 4.0 Ctr Ctr 0.45 C 779 183 V 1 R E MT20 3.Ox 4.0 Ctr Ctr 0.30 S1 MT20 3.0x 4.0 Ctr Ctr 0.67 it Brg Size Required D MT20 3.Ox 4.0 Ctr Ctr 0.38 H 3.5" 1.5" C 3.5" 1.5" REFER TO ROBBINS ENG. GENERAL NOTES AND SYMBOLS SHEET FOR Plus 4 Wind Load Case(s) ADDITIONAL SPECIFICATIONS. Plus 1 UBC LL Load Case(a) Plus 1 DL Load Case(s) NOTES: Trusses Manufactured by: Membr CSI P Lbs Axl-CST-Bnd Valley Bost Way Top Chords ' Analysis Conforms To: A -I 0.22 408 T 0.05 0.17 ANSI/TPI 95 6 02 T -F 0.28 407 T 0.05 0.23 OH Loading F -B 0.23 368 C 0.00 0.23 Soffit psf 2.0 B -G 0.23 945 C 0.00 0.23 Design checked for LL on BC G -C 0.23 1163 C 0.00 0.23 per BOCA (section 1606.2.3) , Bottom-Ehorde _-I-BG./IRG-2003-and-FBC--2004. A -H 0.12 365 C 0.00 0.12 (section 1607.1) , 20.0 psf. H -E 0.11 88 T 0.00 0.11 Design checked for 10 psf non- E -51 0.13 534 T 0.02 0.11 concurrent LL on BC. R e c ei v e.. T,i m ee,Ap.r,_ 14..,82 Q.()8„,...3:1.7 P MguN p,_2 9 2.Oji,4/14P1008 9:10;45 PM Psge 1 1111111001MINNIMIWeetrrrernirrIFORS. Alternate DETAILS OF braced wall panels constructed in accordance with one of BRACED WALL ' the following provisions shall-be permitted to replace each PANEL WITH 4 feet(1219 mm)of braced wall panel as required by Section R602.10.4.The maximum height and minimum HOLD DOWNS width of each panel shall be in accordance with Table ALTERNATIVE R602.10.6. (DETAIL FOR 1. In one-story buildings,each panel shall be sheathed SECTION on one face with 3/8-inch-minimum-thickness(9.5 R602.10.6.1) mm)wood structural panel sheathing nailed with 8d common or galvanized box nails in accordance with • e i - - tr a Table R602.3(1 and blocked at all wood structural 7.i.777 717 tea panel sheathing edges.Two anchor bolts installed in T accordance with Figure R403.1(1)shall be provided •l lar , , ) j 31 I• , in each panel.Anchor bolts shall be placed in from f I I f I each end of the panel a horizontal distance of one- • r ( r (1 fourth the panel width.Each panel end stud shall fi 1 - i n (•) ' - ,l le have a tie-down device fastened to the foundation, I I ( r Irl - capable of providing an uplift capacity in accordance t ( }� 'N r, y ( � F I with Table R602.10.6.The tie-down device shall be t ri t �r r installed in accordance with the manufacturer's 'I ti `-� r f �� ii`"`�,, 4 I G recommendations.The panels shall be supported `I i ¢ ` ;, t (17 directly on a foundation or on floor framing ,,) 'icy,;' `1 ";,,, I r - -_+'�' t }' ;�1� 1t f o N ( w supported directly on a foundation which is � �,� lS y �.+j r , J ?f�„ (yl ii continuous across the entire length of the braced wall r ti t�� "o-.. I,'�"• .*j , line.This foundation shall be reinforced with not less F. F 040.. 5' ,�zr�+" � '1 t than one No.4 bar top and bottom.When the !I"'T" A �`ri� r-' � �l. continuous foundation is required to have a depth ta'0' "�" `GY r greater than 12 inches(305 mm),a minimum 12-inch �- y t` -Ir)" ,.,g Sr a (. by 12-inch(305 mm by 305 mm)continuous footing • M 0..r s"" ,y k'f t} I f, �' Min:3/8"(10 mm) Ott r ,�`„ r 3(1 s wood structural panel or turned down slab edge is permitted at door -,� � �. ,,c; ��{ openings in the braced wall line.This continuous :gg, . k x"t* u s ir" -I sheathing attached with ' �tf 4 � r ( '. 8d 0.131"x 2.5" nails footing or.tumed down slab edge shall be reinforced w�,;s"` �3�,w��'� �,`-�� �,�"`€ � ( ) with not less than one No.4 bar top and bottom.This - 't, „+c g§};. 9,, jh k4, at 6"o.c.at panel edges reinforcement shall be lapped 15 inches(381 mm) * *,n *frii 'y a o and 12"o.c.in field with the reinforcement required in the continuous 1, ' ii"L' ` I foundation located directly under the braced wall ` gg40:�-4,,�P.; 4 li'f t �,� ._— line. lrgo::;„;;;:::!::;;::::::f: �1I��2. In the first story t f two-,cry nci,..u.gs,em I a cced Length per Table 5.3 wall anel shall be in accordance with ltem 1 above, except that the following: - t� ` ` �r 1, 2.1 The wood structural panel sheathing shall be '� .„,,, W4 +'s'I fit''"��+ `t "� . • provided on both faces; s ��2/ , "P'��� ;y k. { 2.2 Sheathing edge nailing spacing shall not exceed �{ tae r".,,6.14.( .t _: f .T y 4 inches on center;and ; ;3 " r,r^1�, , ;, Curb may be 2.3 Anchor bolts shall be placed at the center of the ; . ks W kmr yr ,i f required to panel width and in from each end of the panel a 4P W14144-1001104105A, ) position untreated horizontal distance of one-fifth the panel width r' s y,`-�-r r1- r_IFi wood minimum 8" (three total). 0. ,' j, �r above grade Strapcapacitya l r 4y:P"s 1, k,` #4 bars top and per Table * , lu- a'�a ': bottom required 1111 a t '14 for bracing ,:- Minimum 12"x 12" I ' Ib i footing or turned down slab at opening,if any. • Footing per Reinforced with#4 bars R403.1.4 `� '' top and bottom. 6. 1 '' 1:-1 Tie downs tom^. ht installed in o o d accordance with , )o ` �. ) x u p c. d a o manufacturer .."4::-.---,, •1 s,. • >F,,n a & c © o f a t,. p.o 0 0; o as , _ F`, c� 9 c (2)Anchor bolts — 1/2-inch diameter— at one quarter points TABLE 8602.10.6 MINIMUM WIDTHS AND TIE-DOWN FORCES OF ALTERNATE BRACED WALL PANELS 1 HEIGHT OF BRACED WALL PANEL Sheathed Width SEISMIC DESIGN ' CATEGORY AND TIE-DOWN 8 ft. lig10 ft. I 11 ft. 12 ft. WINDSPEED FORCE(Ib) 2'-4" 2'-8" 3'-2" 3'-6" SDC A,B,and C R602.10.6.1,Item 1 1800 - ,,Kr 1800 2000 2200 Windspeed<110 mph R602.10.6.1,Item 2 3000 3000 3000 3300 3600 0) M t 00 ASPHALT SHINGLES II 15#FELT PAPER . 1/2'CDL PLYWOOD DECKING N 7-4 a_rt I N O • METAL DRIP EDG Y - / II ill I \ (/_�' %.-- :AV I : ,i i t i i (.9(. .,i,(C1 1 1 7 --x ( CI I II ►I 1/2 SHEETING I (T-111) I IJ I i I 9 • 111 - ----moi 1I \ <- -\ CONCRETE FLOOR (SEE DETAIL FOR OPTIONS) 12X12X12 CONCRETE -V J (OPTION WIITH ANCHOR STRAPS)NCH FOOTING. .6-0/7 - 0/7 AL L CHECK YOUR LOCAL ZONING CODE O TO GET REQUIREMENTS FOR YOUR T AREA. • 1 ...., 0111111M• , M CNo /% t.71 ASPHALT SHINGLES 15;f FELT PAPER , _ 1/2'CDL PLYWOOD DECKING N F.H cn 7,7v.-- . METAL DRIP EDGE I I • uI ,,, II I I N Ii I _ 1/2 SHEETING II IT-111) II I uI I II I II I T II I V LII I I D111 - ---1I----1 -- a FLOORCONCRETE ISEE DETAIL FOR OPTIONS) m q) 12X12)(12 INCH E (OPTION WITH ANCHORESTRAPSTING. BACK ♦.A`L CHECK YOUR LOCAL ZONING CODE O TO GET REQUIREMENTS FOR YOUR T AREA. 1 - 1111 N N o 00 CTI �^ „ N O C 02x6 Header"- 02x6 Header (see detail) (see detail) Adjust Opening For Your Window Adjust Opening C") For Your Doors {" 1 rn —\ I � x Q At t. FOOTINGS MUST BE CONTINUOUS Concrete Floor _� 12x'2 Inch Concrete Footing. (tPP rlPrail fnr nrrinns) Q Check Your Local Zoning Code —11 For Requirements In Your Area. ..a • 1111 - 192in .I 14 C4 D4 N N N N N N N N 6e - 2X4 STUDS @ 16 O.C. OPTIONAL INTERIOR $ DOUBLE 2X4 TOP PLATE OF SHED CAN BE 2X4 BOTTOM PLATE INSULATED AND SHEETED. 1/2 SHEETING (OWNERS CHOISE) 1 1/2 SHEETING ` kA S _J -w ,q..), R602.10.4 Brace Wall Panel min. 48 in.—96 in. R602.10.6.4Alternate Brace Wall Panel min.28in.-42in. I R602.10.6. lternate Brace Wall Panel min.l6in.-24in. Engineered Shear Wall Bracing — g FOUNDATION WALLS-3000# PSI Ill SLABS, GARAGES, CARPORTS n &PORCHES-3500#'PSI II., ALL FOOTINGS MUST BE CONTINUOUS' Ilin 240in s Pill s = I7� ?1 ' N i ,- N. „ 1111 NN. lin N. N. N. E Ir' IA IilIl TilMI i."mss"."a'. ALL FOOTINGS MUST BE CONTINUOUS Plan #285 - 16' x 20' Gable PAGE 7 OF 14 04 N 10161 OPTI0SAL FOOTINGS OPTION#1 ' dOPTION"#2 I1 1/2'X 8'ANCHOR B O. 4 0-3 i t 1 .. i --� I I 4'CONCRETE FLOOR 1 1 1 w 'L 1 i L1 1315111111- 4 Oii X .p17( ) -Q 4"X 8 " 'BLOCK ' N /Y r X 16'FOOTING ■ OW/2-#4 REBA c Y • 0) Cr CD HEADER DETAIL TRUSS GUSSETS 2 X 6 FOR DOORS AND WINDOWS . 2 X 8 FOR GARAGE DOOR 1/2"PLY WOOD FILLER IWahl. 2 Per Truss ,1 I w_ '4/ T j 4 Per Truss D^ 4 Per Truss 1 n L—_c r. -..% Allehlik, 4 Per Truss O ' 1 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 Valley REVIEWED FOR COD' CO 'LANCE SPOKANE VALLEY: LOIN DIVISION • , 77 /cl () i7rA PLANNING DEPT. APPROVED BYC`XVIa-utr.L. .. aA7 : ',.\-6,-) DATE: -4 I S(0` 11/ 9 For City Use Only CITY OF - PLUS Project Number S-1 3'b Project Address / (1 CUl]� � /9X11..- Spokane a e ° y 11703 E Sprague Ave Suite B-3 • Spokane Vattey WA 99206 509.688.0036 ♦ Fax: 509.688.0037♦ permitcenter@spokanevattey.org As part of our on-going commitment to customer service during the review process of your project application, we are providing you with a TARGET DATE for the initial technical application review. If for any reason we cannot meet this date, we will contact you with a revised target date. Your application review TARGET DATE is The TARGET DATE is the date we estimate your project application will have had its initial technical review. It is not the date for approval or permit issuance. Tips for a Smoother Project Application Review ➢ Submit complete, accurate plans and documents. Extra time may be required for re-submittals as project application reviewers work on multiple applications and it may be several days before they can look at your new or revised information. ➢ Designate a specific contact person to communicate with the City. While the person designated as the applicant's contact person with the City can be changed, one individual with the expertise for dealing with reviewer comments would be the best choice for the entire review process. ➢ Call staff regarding the status of your project only after the target date shown at the top of the page. Although you should be contacted on or by the target date,please feel free to contact us if you haven't heard from us by your target date. Staff may contact you before the target date if the initial review is complete. By following this procedure,you will save time and allow the reviewers to complete the work more expeditiously. Steps in the Permit Process 1. Counter Complete. Your application has been accepted as counter complete. This means all of the required documents, as indicated on your Pre-Application Checklist have been submitted or have been approved for deferred submittal. This does not prevent technical staff from requesting additional information as a result of their technical review. 2. Quality Check. The next step in the process is a quality check to make sure that the application is reviewable and free from substantive flaws that would prevent technical staff from completing the technical review once it is started. When this step is complete, your application will be routed to the appropriate staff and remain in their review queue until it comes up for review. 3. Technical Compliance. Once an application is administratively complete, it is routed to technical staff for compliance review. Depending on the type of project, technical staff may include multiple reviewers. You should be contacted by phone,fax, email,or mail by your TARGET DATE once the initial technical compliance review is complete. 4. Permit Issuance. When the technical compliance review of the application is complete, including any subsequent re- submittals, each reviewer will approve their section of the application and route it to the Permit Center. When all sections of the application are received, a Permit Specialist will process the application and contact the person specified on your application for permit pick-up. Information regarding fees and pre-construction meetings (if required) will be provided by the Permit Specialist at that time. WHITE-APPLICANT PINK-BUILDING FILE REV 9/07