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2006, 03-14 Permit App 06000568 Remodel, AdditionProject Number: 06000568 Inv: I Application Date: 3/14/2006 Page 1 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: REMODEL AND NEW ADDITION Contact: KOPETS, VLADIMIR OR SVETLANA Address: 18123 E INDIANA AVE C - S - Z: SPOKANE VALLEY, WA 99016 Setbacks: Front Left: Right: Rear: Phone: (509) 891-5201 Group Name: Site Information: Project Name: Plat Key: 000000 Name: Range District: G Parcel Number: 55074.0613 Block: SiteAddress: 18123 E LXDLANA AVE Location:: CSV Zoning: SR -1 Suburban Residential 1 Water District: Area: 35,250 Sq Ft Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Lot: Owner: Name: KOPETS, VLADIMIR OR SVETLA Address: 18123 E INDIANA AVE SPOKANE VALLEY, WA 99016 Hold: 7. Depth: 0 Right Of Way (ft): 40 Review Information: Review Building Plan Review Originally Released: Landuse/Zoning/HE Conditions Permits: ., Released By: 3/6/2006 By: TMELBOU Released By: Originally Released: 3/14/2006 By: HKAUER Operator: jmm Printed By: AMB Print Date: 3/14/2006 Project Number: 06000568 Inv: 1 Application Date: 3/14/2006 Page 2 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Contractor: OWNER Description 1&2 FAMILY 2ND FLOOR DECK OPEN GARAGE Grp Type Notes R-3 VB R-3 VB R-3 VB U-1 VB Item Description RESIDENTIAL PERMIT FEE SF PINS RVW <7999 SQ FT HOURLY REVIEW FEE Contractor. OWNER Item Description DUCT SYSTEMS GAS APPLIANCE<=100,000BTU VENTILATING FANS Contractor: OWNER Item Descrintion TOILETS/BIDETS SINKS SHOWERS DISH WASHERS Building Permit Fee Amount 1 NUMBER OF Firm: OWNER 1 NUMBEROF $12.00 Phone: (000)000-0000 $20.00 This Application: Total Project: So Ft Valuation Sq Ft Valuation 678 $58,558.86 678 $58,558.86 854 $63,776.72 854 $63,776.72 105 $1,575.00 105 $1,575.00 648 $12,312.00 648 $12,312.00 Totals: 2,285 $136,222.58 2,285 $136,222.58 Units Unit Desc Fee Amount I SELECT $1,200.95 1 SELECT $480.38 1 # OF HOURS $47.00 Permit Total Fees: $1,728.33 Mechanical Permit Firm: OWNER Phone: (000)000-0000 Units Unit Desc Fee Amount 1 NUMBER OF $10.00 1 NUMBEROF $12.00 2 NUMBEROF $20.00 Permit Total Fees: $42.00 Plumbing Permit $12.00 1 Firm: OWNER $6.00 Phone: (000)000-0000 Units Unit Desc Fee Amount 2 NUMBEROF $12.00 2 NUMBEROF $12.00 2 NUMBEROF $12.00 1 NUMBEROF $6.00 Permit Total Fees: $42.00 Operator: jmm Printed By: AMB Print Date: 3/14/2006 Project Number: 06000568 Inv: I Application Date: 3/14/2006 Page 3 of 3 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Notes: Payment Summary: Permit Tvoe Building Permit Mechanical Permit Plumbing Permit Fee Amount Invoice Amount $1,728.33 $1,728.33 $42.00 $42.00 $42.00 $42.00 $1,812.33 $1,812.33 Amount Paid Amount Owina $0.00 $1,728.33 $0.00 $42.00 $0.00 $42.00 $0.00 $1,812.33 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: AMB Print Date: 3/14/2006 Project Number: 06000568 Inv: I Application Date: 2/23/2006 Page 1 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Proiect Information: Permit Use: REMODEL AND NEW ADDITION Contact: KOPETS, VLADIMIR OR SVETLANA Address: 18123 E INDIANA AVE C - S - Z: SPOKANE VALLEY, WA 99016 Setbacks: Front Left: Right: Rear: Phone: (509) 891-5201 Group Name: Site Information: Project Name: Plat Key: 000000 Name: unknown Distticl: _ G _ G Parcel Number: 55074.0613 Block: Lot: f.Y[�LI•�ifF:3i#) � 41 t7I\`►/:�'IJ� Location:: CSV Zoning: SR - Water District: Area: 35,250 Sq Ft Width: 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Owner: Name: KOPETS, VLADIMIR OR SVETLA Address: 18123E INDIANA AVE S POKANE VALLEY SPOKANE VALLEY,-W+�90'TMENT OF (Z-(415)+s� UN DEVELOPMENT u 3.5 Hold: ❑ Depth: 0Right Of Way (ft): 40 Review Building Plan Review Released By: Landuse/ZoningME Conditions I Released Permits: — — Contractor: OWNER Contractor: OWNER Contractor. OWNER Building Permit Firm: OWNER Phone: (000)000-0000 Mechanical Permit Firm: OWNER Phone: (000)000-0000 Plumbing Permit Firm: OWNER Phone: (000)000-0000 Operator: jmm Printed By: junta Print Date: 2/23/2006 Project Number: 06000568 Inv: I Appllcatlon Date: 2/23/2006 Page 2 of 2 THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit 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: jmm Printed By: jmm Print Date: 2/23/2006 «, Pemut Center ��� 11707 E Sprague A to 1 6 2' 3 PERMIT NUMBER (�� Spokane Valley, W 06 PERMIT FEE: (509)688-0036 62,12 © 9,-p0 D Community Development www.smokanevall UJ Residential Construction ❑ New Construction ❑ Accessory Bldg Permit Application aAddition/RemodeI ❑ Deck ❑ Other: SITEADDRESS l a.3 C � ASSESSORS PARCEL NO: LEGAL DESCRIPTION: Contact Person IN nitre: VET�L �0. Ii.onQ,�S Phone: - I 6 of work- in detail: Contractor: 9 I Name: TOTAL HABITABLE SPACE: Address: 2 FLOOR SQ. FTG: City. State: Phone: Fah: Contractor Lic No: Exp Date: City Business iic. No: t.. p w Cost of Project: $ �� ill sP_vk0.iH Seco" �-iAcr avok C-ao4Z will be- K z t > Goycs (euc iiC✓� **************The following MUST be complete: (write N/A if not applicable)R****.:x*xxxxxuK****** HEIGHT TO PEAK:ds t DIMENSIONS S # OF STORIES: TOTAL HABITABLE SPACE: MAIN FLOOR TO SQ. 2 FLOOR SQ. FTG: UNFIN BASEMENT SQ. FTG: IMPERVI US SURFACE r AU FTG 6-79 `�Sq N AREA: 1 A ` .l t.. p w IP FINISHED BASE ENT GARAGE SQ FTG: DECK/COV, PATIO SQ FTG: 30% SLOPES ON SQ FTG: N L! &L(aaXi5 105 PROPERTY: PIA # OF BEDROOMS: CONSTRUCTION TYPE: HEAT SOURCE SEWER OR SEPTIC? SiiUc ear_ The pernitee 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 be processsed. , Signature b� �' �f`!� Date Method of Payment: ❑ Cash ❑ Check Bankcard #: Authorized Signature: RENSEO amn(105 ❑ Mastercard ❑ VISA Expires: VIN#: SUal1 ey Community Development Mechanical Permit Permit Center 11707 E Sprague Ave, Suite 106 Spokane Valley, WA 99206 (509)668-0036 FAX: (509)688-0037 PERMIT FE �...._..._....._ PERMIT . E: Commercial ❑ Residential SITE ADDRESS: 12 I µ.-� C 1i!/lClUi -to-C,_ g Buildinowner Name: Building Nati r- o C S Vt✓k-kakR lZo Phone. E&I O I Fax: Address: [.( U (*-S L City G W -Q- nA T state: AW zip: 440 [ Contractor Name: Phone Fax: Address: City. State: Zip: License No: City Business License No: .n• -, .Contact .•"�., . _.. ..- .; i . Name. Phone: AUTHORIZED SIGNATURE: RMSEn srzvos Pertmt Carter •'4 *'Kane 11'0? ES pague Ave, Suite 106 -SVe spolme �rallev,li�A 99206 PERMITNUMBER: (509)689-0036 FAX: (509)699-0037 PERMIT FEE: CommuaiN Development .vwV.gPol'Maallev.ors Piaambma Permit Anraiic:at-sore n Commercial Z Residentiai Ra(fn-'Owner V , 11Mlr JUe��QV\a- \W' 4Ac Fame: Pbonc: c� I _ 2L Fax: Address: L -o 5 LivILq- cit -v: � �Cv Ce2S State: �1(.F Tp: GblDi� Contractor Name: Phare: Pax. A(kess: ON: Si ate: up: License No: Citv Buanes, Lic: Contucf Name: Plione: AUTHORI7MD SIGMA?-IJRE: 3PVLSED3/ 05 i �lsz ,'S b cI DATE -24 t 9-�am WSEC TABLE 6-2 PRESCRIPTIVE REQUIREMENTS0,1 FOR GROUP R OCCUPANCY CLIMATE ZONE 2 * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. COOPERATNE-(ENSIGN WSEC Builder's Field Guide 5th Edition WASHINGTON S= UNIVERSITY 1-7 1-55 ENERGY PROGRAM Glazing Glazing U -Factor Doors Wa1112 Wall? Wall? Slab 8 Opfion Area'0� U- Ceilin g Vaulted iAboveota ext, Floors „ %of Floor Factor Ceffin Grade Below Below on Grade Vertical Overhead Grade Grade I. 10% 0.40 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 int? 11. 15% 0.40 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 III. 17% 0.37 0.58 0.20 R-38 R-30 R-19+ R-21 R-12 R-30 R-10 R-58 rV. 25% 0.35 0.58 0.20 R-38! R-30/ R-21 R-15 R-12 R-30/ R-10/ Group R-1 U=0.031 U=0.034 in f7 / U=0.029 F=0.54 Occupancy U=0.054 Only V. Unrrmited 0.35 0.58 0.20 R-38 R-30 R-21 R-21 R-12 R-30 R-10 Group R-3 int' Occupancy Only VI. Unlimited 0.32 0.58 0.20 R-38 / R-30 / R -21R-15 R-12 R-30 / R-10/ Group R-1 U=0.031 U=0.034 'Int'/ U=0.029 F=0.54 Occupancy U=0.054 Only * Reference Case 0. Nominal R -values are for wood frame assemblies only or assemblies built in accordance with Section 601.1. 1. Minimum requirements for each option listed. For example, if a proposed design has a glazing ratio to the conditioned floor area of 13%, it shall comply with all of the requirements of the 15% glazing option (or higher). Proposed designs which cannot meet the specific requirements of a listed option above may calculate compliance by Chapters 4 or 5 of this Code. 2. Requirement applies to all ceilings except single rafter or joist vaulted ceilings. 3. Requirement applicable only to single rafter or joist vaulted ceilings. 4. Below grade walls shall be insulated either on the exterior to a minimum level of R-10, or on the interior to the same level as walls above grade. Exterior insulation installed on below grade walls shall be a water resistant material, manufactured for its intended use, and installed according to the manufacturer's specifications. See Section 602.2. 5. Floors over crawl spaces or exposed to ambient air conditions. 6. Required slab perimeter insulation shall be a water resistant material, manufactured for its intended use, and installed according to manufacturer's specifications. See Section 602.4. 7. Int. denotes standard framing 16 inches on center with headers insulated with a minimum of R-5 insulation. COOPERATNE-(ENSIGN WSEC Builder's Field Guide 5th Edition WASHINGTON S= UNIVERSITY 1-7 1-55 ENERGY PROGRAM 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 Side Elevation Sheathing filler if needed 16d sinker nails in 2 rows @ 3" o.c. '°,1 °1° r I "r x ''f" II ;; = 1000 Ib header - 1000 Ib header -to -I p ack-stud strop !ol° to strap n,q` C,x. rE '1oi9 , I'AIRr�,:i 11R I°i a� I,j �3. I°l�>1e on both sides of opening f I t el° tlal° on both sides Max. °; ; (Install on backside as shown on ,l} _ al .1,;f of opening (Ref. No. LSTA24) hei ht " Side Elevation, Ref. No. LSTA24) 10' °I i � o: Min. (2) 2x4 typ. °i=f ib Braced wallrla •.` '°' � S) ,;l6 I I fi•`"a,: °I°, p� to '� I i9 s If panesplice is needed it shall segment per panel „ R602.10.5 z, i jai �; `I 3/8" min. 01 x; occur within 24 of mid -height. , , Blocking is not required. thickness wood �E l� ,� ��,� ' �` �, # � 1°,° �, No. of i 111 a;91 '<'a structural panel Min. width based on b:l jack studs ° sheathing height -to -width ratio: For per table example: 16" min. for 8' height R502.5(1&2) „X3/1 6 1°,° Mm. 2'x2 " plate washer Anchor bolt per R403.1.6 Typ. Foundation per code Not to scale SIMPSON UPLHFT STRAP 1,80D POUNDS adv .'d\•.'d\ �i• �d\ .'D TWO ANCHOR BOLTS HNSTAIIED IN ACCORDP.NCE WITH FIGURE R-003.1(1) SHALL BE PROVIDED IN EACH PANEL ANCHOR BLOTS SHALL BE PLACED AT PANEL QUARTER POLNTS 7116' OSB SHEATHING 313" MIN. NAILED 1177H 3d COMMON OR GALVINIZED BOX NAILS IN ACCORDANCE NTT] TABLE R6023(I) AND BLOCL'ED AT ALL WOOD STRUCTURAL PANEL SHT_ATaNG EDGS. :E I1131M.DED HOLD IN 8' FROM EDGE OF BRACING PANEL HN FIRST STORY OF TWO-STORY BUILDINGS, SHALL HAVE AT LEAST THREE ANCHOR BOLTS, PLACED AT ONE-FIFTH POINTS SCALE: I Y. V LENT Ic PANEL REQUIRED WIDTH OF AUNSHALL BE PROVIDED INTH IS LOCATION (SECTION 1003.3.3.8.2) , 6 -MIN. W C ANORL SHOWN H FOR CLARITY RNY I LIMITATION: "PLIES TO A.3 OCCUPANCY STAIRWAY WIDTH ANDPRNATESTAIRVNYSINR-IOCCUPANCY (SECrrON1003.3.3.9.2) PLAN VIEW WINDING STAIRWAY �ESTTaF.tUw[DTTi OFF T ["SHALL -DTKZSSSHLLE BTHA.Y3/B INCH rONIM3233) / PLAN VIEW CIRCULAR STAIRWAY PLAN VIEW ALTERNATE USE OF WINDERS ROY MAXIMUM 9IQ-INCH RISESETWEENTREAOs LIMnATION .- I. ONLY APPLIES TO R•a OCCUPANCY AND PRIVATE STAIRWAYS IN R -t OCCUPANCIES. 2 LIMITED TO SERVING AS EXIT FOR AD0 SQUARE FEET MAXIMUM. PLAN VIEW SPIRAL STAIRWAY Stair Dimensions 1 width (36" minimum) 1 Risc (4" minimum - 8" maximum) 1 Run (9" minimum) 1 T1Ye greatest riser height within any flight of stairs shall not exceed the samllest by more than 3/8". Stair treads shall be of uniform size and shape, except the largest tread run within any flight of stairs shall not exceed the smallest b more than 3/8 inch. Handrails _1000I.r .3/At l• , sx I /'f P 1 One required (two required if stair is open on sides) if there are four or more risers. 1 Height (34" to 38" above nosing of treads). 1 Projection (1-1/2 between handrail and wall). 1 Handrails shall be continuous the full length of the stairs. Ends shall be returned or shall terminate in newel posts or safety terminals. Guardrails 1 Required if 30" or more above grade. 1 Height (36" high at landings - handrail height atsteps). 1 Openings (small enough that a 4" diameter sphere can not pass through). ACCEPTABLE SHAPES AND INSTALLATIONS --HANDRAIL WALL NOT ACCEPTABLE THE HANDRAIL DETAIL SHOWN HERE DOES NOT COMPLY WITH THE 'CONTINUOUS' TERMINOLOGY IN THE COOS HANDRAIL CONTINUITY t-Ip'T02 Ivh 1-Ve 1,h MIN. T02 MIN I r" IAWTOV MIN. lt'�'II 31h'MAX. NOTACCEPTABLE NOT ACCEPTABLE note that while every effort is made to assure the accruacy of the information Contained in this brochure it is not warranted. for accuracy. Cument is not intended to address ail aspects or regulatory requirements for a project and should serve as a starting' point for your investiga- Ir detailed information on a particular project, permit, or code requirement refer directly to applicable file and/or code/regulatory documents or the appropriate division or staff. City of SPOKANE VALLEY BUILDING DEPARTMENT 11707 E. Sprange Avenue, 4106, Spokane Valley, Washington 99206 - Tel 509-921-1000 - Fax 509-921-1008 1-1/4" to 2" maximum 38" Triangular. area formed by tread, riser and guardrail so that 6 in sphere can not pass through ------------.. 1 Handrail \ Return ends to wall, or terminate at newell post 4" 4" 34" — 38" Intermediate rail spacing or pattern so that 4 -inch sphere cannot pass through 4" uujo-T o i v ., ��``% .l � I DECKS: Ledger board requires %z" lag bolt @ 16" o.c. with flashing behind. Guardrail 36 in. high required if floor more than 30 in. above grade. Picket spacing no more than 4 in. apart. Posts require approved base and beam connectors. Min. 24 in. frost protection to finish grade with min. 12 in. footing base. STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7 3/4 in. & nosing of %-1 '/4 in. 1Min. 6 & 8 in. headroom. Enclosed usable space under C) S stairways requires 1 hour fire protection of %2 in. GWB L ntt W'n J.. (�2)1-Xi Z +;:4- 0 A b-0-0, w, v 41r �l �Iy J0 5 ; •� 1 N-1-10-1 - 3.1 – Attic insulation certification required as to 12 – value or coverage. Markers, attached to trusses or rafters, required for every 300 sf of attic space with 1 inch high numbers for installed thickness of insulation. t/8" GAP 400 felt ft, ice d zprotection Attic Ventilation er every 300 Sq Ft of space ventilate With at least 50% in the upper portion of oof area CEILING: ''/z" GWB if perpendicular torafters or trusses 24" o.c. and no water based texture used— otherwise 5/8" GWB. 11 i Jai -E SOLIDSLOCRI116Ip F JMNS �c AR'.r.G WALLSMID SNEARMALL W 1 mly� S j PROVIDE DOt�EI1l1S�IM JoUNDEr.ALLWALIS PARALLEL UX0. y jf E 1 FhOVIDED01M1ESAMS 7C' '1NDATIM r f UNDERALLWANDORT I U.N.O. ! I -",'OE SWR COWNECnl*F1 -FRIOR f , 4 TVIVMESOR dC : JVE. r' r T Radon Mitigation System Required With 6 mil Vapor Barrier Anchor Bolts- Minimum Y2" x 10" with 7" concrete embedment at 6' o.c. and 12" from ends of sill plates. d Z o'nI -6 Min. 4 ft Brace Wall Panel per R602.10.3 & R602.10.4 N 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 Vv Is fm^D;Zm ff I 7osy;mmm V'. CAOO MO 0OO* -4Dr _ T;xrxZD A Ntl'r>O; A. >Ox> =nm-"�OX ;r' -499P Ci � TOOm 5 Tor -o=_ Oma> -4 Zt Ch �po>mC9me a . f� O _x9 U c� ZZgox 0 rrn1\ -K�, N.--l_A.�)(_,�" I I I oN>N� mm�Z�02 mDmXy�1 Dy m � 000 -'-'rte Z m?m m m FSC 2D Op O t O yvmo�toDv L Tm OO nN2A1�'+v_2 oCi M OOm mmG44f0Z0 r0 41 V,my~0; Mm m0 �X Z N Oa a OT m MM _m OC_ ZLNN[PN pZ GOG pr moi' OM;. -tn ua- 9126= 00 �y9mED 2 r mN MW D9 � C no I IMM N '�ONT I z yyc'r� I giags Z - 2s'- • — 13' 3" 90'--6"— l s,bb-'8'bsL'S aiigeuodo sMopu!m ssal2a El 3' nis „tib - '8 'bs L'S ajgeuado sA%optt!m ssaa g LAI 5' .10 fi Ntw Ills .,4 - '13 'bs L•S [O SMOpUIM SSaa2a ----------- ----------- 0 0 N cV 8,-4" OD O O N a Lt' �r -New slab fou v��lo �;�,+^ ciS LI it t0 ab Lill Peel- ew l ME all uv\Am-t�tmA.'AA w .,r"* <�uxteL4 rt") �OT_C b "\- C—Loc>r J�ts� x,11 I)`Z �R �' V �e.c 40to LI it t0 ab Lill Peel- ew l ME all uv\Am-t�tmA.'AA w .,r"* <�uxteL4 rt") �OT_C b "\- C—Loc>r J�ts� x,11 I)`Z �R �' V �e.c Seco N� ALJ a 4Z i M R- i 0 'F Loo R ��SC(V�cNT C)ucro-d �r Lr �U� nccsL rayso`C(-es �(G�C�IWII� P".gat-snot Lett PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS CONCRETE TO COMPLY TO IRC TABLE 404.1.1 (1) FOUNDATION WALLS - 3000 # PSI SLABS, GARAGES, CARPORTS $ PORCHES - 3500 # PSI ALL FOOTINGS MUST BE CONTINUOUS. CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS REVIEWED FOR CO E C MPLIANCE SPOKANEVALLEYB ILDI DIVISION +rear ,-