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2005, 07-05 Permit App: 05002261 AdditionProject Number: 05002261 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 07/05/2005 Page 1 of 3 Project Information: Permit Use: 2ND STORY ADDITION TO RESIDENCE Contact: KING, KEN Address: 10020 E MISSION AVE C - S - Z: SPOKANE VALLEY, WA 99206 Setbacks: Front Left: Right: Rear: Phone: (509) 891-7585 Group Name: Site information: Project Name: Plat Key: 000000 Name: RANGE District: Nort Parcel Number: 45171.0601 Block: Lot: SiteAddress: 10020 E MISSION AVE Owner: Name: KING, KEN Address: 10020 E MISSION AVE Location:: CSV SPOKANE VALLEY, WA 99206 Zoning: UNKN Water District: Unknown Area: 16,000 Sq Ft Width: 0 Nbr of Bldgs: 4 Nbr of Dwellings: 1 Review Information: Hold: ❑ Depth: 0 Right Of Way (ft): 0 Review Site Plan Review Released By: eithinua, Plan Review Released By: l um .h& 1 % 3 —• Permits• Operator: K_C Printed By: K_C Print Date: 07/05/2005 Project Number: 05002261 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 07/05/2005 Page 2 of 3 Contractor: OWNER Group: R-3 Type: VB Total Area 972 Building Height 24 Stories 2 Dwelling Units 1 Building Permit Firm: OWNER Phone: (000) 000-0000 Building Characteristics This Application: Total Project: • Description Grp Type Notes So Ft Valuation Sq Ft Valuation 2ND FLOOR R-3 VB 972 $72,588.96 972 S72,588.96 Item Description RESIDENTIAL PERMIT FEE STATE SURCHARGE RESIDENTIAL PLAN REVIEW Totals: 972 $72,588.96 972 $72,588.96 Units Unit Desc 1 SELECT 1 SELECT 1 SELECT Permit Total Fees: Mechanical Permit Fee Amount $804.75 $4.50 $321.90 $1,131.15 Contractor: OWNER Finn: OWNER Phone: (000) 000-0000 Item Description VENTILATING FANS Units Unit Desc 2 NUMBER OF Permit Total Fees: Plumbing Permit Fee Amount $20.00 $20.00 Contractor: OWNER Firm: OWNER Phone: (000) 000-0000 Item Description Units Unit Desc Fee Amount TOILETS/BIDETS 2 NUMBER OF $12.00 SINKS 2 NUMBER OF $12.00 SHOWERS I NUMBER OF $6.00 TUBS 1 NUMBER OF $6.00 Operator: K_C Printed By: K_C Permit Total Fees: $36.00 Print Date: 07/05/2005 Project Number: 05002261 Notes: Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 07/05/2005 Page 3 of 3 Payment Summary: Permit Type Building Permit Mechanical Permit Plumbing Permit Fee Amount $1,131.15 $20.00 $36.00 Invoice Amount $1,131.15 $20.00 $36.00 $1,187.15 $1,187.15 Amount Paid $0.00 $0.00 $0.00 Amount Owing $1,131.15 $20.00 $36.00 $0.00 $1,187.15 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: K_C Printed By: K_C Print Date: 07/05/2005 S1�kan^ 4f Valley D BUILDING PERMIT APPLICATION WORKSHEET iae rt\Valley Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 one: (509) 688-0036; Fax: (509) 688-0037 E�i C�U V PL� � JUN 2 8 1065 JMDa� dD� REQUIRED SITE INFORMATION Street Address: I UUi-z ,v1, ss. «-' 72) Assessor's Tax Parcel Number(s): Legal Description: PERMIT DESCRIPTION: S :_ :-_t c.,"‘ Building Permit Relocation ❑ Change in Use ❑ Grading (l Manufactured Home Tenant Improvement j Fire Safety I Other OWNER/APPLICANT INFORMATION Owner: 11e� 4- ,„„ Phone: ?s2 /- -,s-ys . ce// 4 Address: 100L4 E r,r,5;,.-, \)4(( (� A Y State Zip Code Contractor: Phone: Address: Fax: City State WA State Contractor License #: Zip Code Applicant: )41 4-0ci , 1.� 5 Phone: ,g9J-?, -5'.f Fax: Address: lvc, zc-, L Mss, r ,l( s/l{,f . Crty J State Architect: Phone: 9zc t Zip Code Address: Fax: City Contact: State Zip Code PERMIT/BUILDING INFORMATION HEIGHT TO PEAK: <, ,. DIMENSIONS: 27 3 # OF STORIES: MAIN FLOOR TO SQ. FTG: 2N° FLOOR SQ. FTG: 972- 7vFINISHED UNFIN BASEMENT SQ. FTG: FINISHEDBASEMENT SQ. FTG: GARAGE SQ. FTG: DECK/COV. PATIO SQ. FTG: OCCUPANCY GROUP: CONSTRUCTION TYPE:HEAT r� SOURCE: y4 -U # OF BEDROOMS: 3 TOTAL HABITABLE SPACE: IMPERVIOUS SURFACE AREA: COST OF PROJECT: it3,poa% 30% SLOPES ON PROPERTY: SEWER OR ON-SITE SEPTIC SYSTEM? )..c,< MANUFACTURED HOME Width: Manufacturer: Length: ;' / Year'• ='i : Pit Set: RELOCATION I r Previous Address: Proposed Use: FIRE SAFETY Fire Sprinkler: Tent: Valuation: Above/Underground Storage Tank Size: # of Heads: Fire Alarm: Paint Booth: Fireworks Display: Blasting: Date/Time: WASHINGTON STATE NON-RESIDENTIAL ENERGY CODE Plans Examiner: Address: Inspector: Address: Phone: Fax: City Phone: State Fax: Zip City State Zip SPECIAL INSPECTIONS ❑ BOLTING ❑ CONCRETE Firm Name: ❑ REINFORCEMENT Phone: Inspector(s): Fax: ❑ WELDING 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 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. Ownership of resulting development rights granted by any issued permit nure to the roperty owner. —Print -Name vi4 ,�4; _ Signature�`�� Method of Payment: (Faxed permit applications will only be accepted with major bankcard) ❑ Cash ❑ Check ❑ Mastercard Bankcard #: Authorized Signature: ❑ VISA Expires: VIN#: ❑ Other MECHANICAL PERMIT APPLICATION Phone: (509) 688-0036; FAX: (509) 688-0037 For Inspections, Call (509) 688-0054 Project Address /oZD tV1/45t. c. T (\\ Io.1.''J1 Mailing Address. wow t M.344 Contractor: -s4A. Owner: j4" Mailing Address: Permit Use: Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Phone (Daytime Contact). e/SY-5 7Zy .5��c(< _t J(+ wA- 99e06, IState Ztp Code License #: Phone #: State Zip Code AUTHORIZED SIGNATURE DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 FUEL BURNING APPLIANCE Equal to or less than 100,000 X 51200 = 2 FUEL BURNING APPLIANCE More than 100.000 X 515.00 3 UNLISTED APPLANCE (Additional Fee) Equal to or less than 400.000 X 550.00 = 4 UNLISTED APPLANCE (Additional Fee) More than 400,000 X 5100.00 = 5 USED APPLANCE (WSEC min. AFUE rating) Equal to or less than 400.000 X 550.00 = 6 USED APPLIANCE (WSEC min. AFUE rating) More than 400,000 X $100 00 = 7 BOILER/REFRIGERATION 1 - 100M BTU X 512.00 8 BOILER/REFRIGERATION 101-500M BTU X 520.00 = 9 BOILER/REFRIGERATION 501 - 1,000M BTU X 525 00 = 10 BOILER/REFRIGERATION 1001- 1,750M BTU X 53500 11 BOILER/REFRIGERATION More than 1,750M BTU X 560 00 12 GAS LOG, GAS INSERT, GAS FIREPLACE X 51000 13 RANGE -X 51000 = 14 DRYER X 510.00 = 15 FUEL BURNING WATER HEATER X 510.00 = 16 MISC FUEL BURNING APPLANCE X 510.00 = 17 GAS PIPING (each outlet) X 51.00 = 18 DUCT SYSTEMS X 510.00 = 19 VENTILATING FANS 2 X 51000 = 20 , ocD 20 AIR HANDLER (DOES NOT include ducting) Equal to or Tess Nan 10,000 CFM X 51200 = 21 AIR HANDLER (DOES NOT include ducting) Greater than 10,000 CFM X 515 00 = 22 EVAPORATIVE COOLERS X 510.00 = 23 TYPE I HOOD _ X 550.00 = 24 TYPE II HOOD X 510.00 = 25 HEAT PUMP/AIR CONDITIONER 0-3 TON X 512.00 = 26 CONDITIONER 3-15 TON X 52000 • _ 27 .AIR AIR CONDITIONER 15-30 TON X 52500 = 28 AIR CONDITIONER 30-50 TON X 53500 = 29 AIR CONDITIONER More than 50 TON X 560.00 = 30 LPG STORAGE TANK X 51000 = 31 WOOD OR PELLET STOVE/INSERT X $10.00 = 32 WOOD STOVE - FREE STANDING X 525.00 = 33 REPAIR & ADDITIONS X 515.00 = 34 VENTILATOR SYSTEMS X 512.00 = - 35 VENTILATION MECHANICAL EXHAUST X 512.00 = 36 INCINERATOR—RESIDENCE ' X $19.00 = 37 INCINERATOR — COMMERCIAL r. X 122.00 = METHOD OF PAYMENT: ❑ CASH ❑ CHECK 0 VISA 0 MC Tenn x• DATE SUBTOTAL PROCESSING FEE 535.00 EXPIRES: TOTAL PERMIT FEE DUE: AUTHORIZED SIGNATURE PLUMBING PERMIT APPLICATION �{11�Y'�dddd,I Phone: (509) 688-0036; FAX: (509) 688-0037 For Inspections, Call (509) 688-0054 Community Development Department Building Division 11707 E. Sprague Avenue, Suite 106 Spokane Valley, WA 99206 Project Address: /0020 E M -s 6"1 Permit Use: Owner: (4n Ink I /; Mailing Address: (ono 6 rtssrv.-' Sn,�ti„c Contractor: 5 44-, Mailing Address' City Phone (Daytime Contact). A.TY S7t7 t�siry A gcza State Zip Code License #: Phone #: City State Zip Code BANKCARD NUMBER: AUTHORIZED SIGNATURE: DESCRIPTION OF WORK # OF UNITS X COST = TOTAL AMOUNT 1 TOILETS WATER CLOSET, BIDETS X 56 00 = 122. DO 2 URINALS X 56 00 3 TUBS 1 X 56.00 i ,O0 4 SHOWERS (PER TRAP) BATH, STALL, ON-SITE BUILT ' 1 X 56 00 = 6 . Do 5 SINKS LAVS/BASINS, BAR, FLOOR, KITCHEN, -LAUNDRY. UTILITY, JANITOR. PHOTO, X-RAY. FOOD, PREP/CULINARY MEAT 2 X 56.00 = iz. 00 6 DISHWASHER X 56.00 = 7 CLOTHES WASHER - X 56 00 = 6 GARBAGE DISPOSAL X 5600 = 9 WATER SOFTENER X 56.00 = 10 ELECTRIC HOT WATER TANK NOTE: IF GAS, SEE MECHANICAL X 56 00 = 11 FLOOR DRAINS AREA, CASE. COIL, TRENCH, CONDENSATE X 56 00 = 12 'ROOF DRAINS/OVERFLOW DRAINS X 56 00 = 13 FOUNTAINS, DRINKING X 56 00 = 14 WATER PIPING/DRAIN-IN WASTE, VENT, PLUMBING, REVERSAL NSTALLATION, ALTERATION, REPAIR, REVERSALS X $6.00 = 15 SEWAGE EJECTOR GRINDER, SUMP PUMP X 56 00 16 WATER USING DEVICE ICE AN/OR COFFEE MAKER, HOSE BIB, STEAMER PROOFER, CARBONATOR, SWAMP COOLER X 56 00 = 17 CROSS CONNECTION DEVICE VACUUM BREAKER, CHECK VALVE, AND R P.B.P.D FOR: VATS, TANKS, BOILERS X 56.00 = 18 INTERCEPTORS GREASE TRAP, SAND TRAP, CHEMICAL HOLDING TANK X 56.00 = 19 MEDICAL GAS (per outlet) NITROUS, OXYGEN X 56.00 20 MISCELLANEOUS PLUMBING FIXTURE X 5600 = 21 PRIVATE SEWAGE DISPOSAL/SYS X 520.00 = 22 INDUSTRIAL WASTE INTERCEPTOR X 51500 = METHOD OF PAYMENT: 0 CASH 0 CHECK 0 VISA 0 MASTERCARD DATE EXPIRES: SUBTOTAL PROCESSING FEE 535.00 TOTAL PERMIT FEE DUE: BANKCARD NUMBER: AUTHORIZED SIGNATURE: j I+21 PC OC d0 1' / I I I r• 'tlGup% -27/ 1 \ Q- 5-� 1101000 OOO Sib. ---� . \ 0 � ( ` D z0 g, Al 155, O rii Av C ii-°rRo`..- ...9. 5, c, „ :.ori. —:?... or, \-ouS2 - cii.A(0$. 1oof e tA.. HERALD ?-,D, Sqa kame. \)cc\\C U5 i; �H 2 )6 �r 33 B4eaC6 co *LA__ PA.1 - OdR co0L•10.3 ry COZ- rt0.1 • fools v;•rU vo -aO �„off 1-1 EXHAUST FANS 100 CFM kitchen 50 CFM bathrooms & laundry Veva'�� EfTitimolt 1° 13, Arca— 1 ndLi 5:7 Sq. ft. - 441” sill SMOKE ALARMS SHALL = INTER =N" NECTED AND HARD WIRED . 14 A • MANNER THAT THE ACTIVATION OF ONE ALARM WILL ACTIVATE ALL ALARMS. (BEDROOMS, AREAS APPROACHING BEDROOMS,- VAULTED CEILING WITH RISE OF 24' & ON EACH FLOOR) Ge C00� oe4,,; l A g 1..y. O N L 1 .411.11111111111211MPI , f . EMERGENCY EGRESS REQUIREMENTS FROM SLEEPINGAOOMS 1) NET CLEAR OPENING 1n' 5.7 SQUARE FEET GRADE FLOOR OPENI (IMAX 44") 5.0 SOUARE FEET 2) NET CLEAR OPENt�1 �JG'IGHT 24 INCHES 3) NET CLEAR,OgNIAG WIDTH 2O INCHES 4) MAX FINISH ILL HEIGHT 44' ABOVE FLOOR 51 EMERGENCY<YRESCUE OPENING SHALL BE OPERATIONAL MOM THE INSIDE OF THE ROOM WITHOUT THE USE Of KEYS OR TOOLS NIP �e O 51,00A.< -1.-LA ri 4 • 4/ —711 17e -(u; 18 +-yp. net") OCA�� PROVIDE SOL ID BLOCKING UNDER ALL COLUMNS BEARING WALLS AND SHEAR WALLS. nal- to spak- PROVIDE DOUBLE JOINTS (MINI -UNDER -ALE WALLS— PARALLEL MIN)U NDER-ALEWALCS— PARALLEL TO SPAN U.N.O. PROVIDEDOUBLE UBLESTHP me GIRDER TRUSSES SU.N.O.R— ! = UNDER PROVIDE SHEAR CONNECTION MM IN1tRCR SHEAR WALLS TO TRUSSES OR JOISTS ABOVE. �coMC� exa>c;or L,X1 dem ice: of.4 o 549a4r M `o;s 'JP- 2 sdeu vckil `L. V fo ks Cana-e\ev-Cetl 61 '1-c C.S. GIA.1 4s.-triacsb &4J F.toM vc4Wodet_ wt'-*( Qc_jtKn.' G. k SPActti(a no 000( 1 SAFETY G ,LASS' DECKS: Ledger board requires -1/4" lag bolt L 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. 6 ,i 1 Oa cora 2c¢ccc.E€Th 2 M SD• £IOAr �SoIs 4:Licrva, o a" 40 &erLAnc, +3?. ends 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. STAIRWAYS: Minimum width 36 in. with min. tread run of 10 in., max. rise of 7 % in. & nosing of %-1 '% in. Enclosed usable space under stairways requires 1 hour fire protection of 'A in. GWB C o . \b• 5 co( c v' 0s4 �rc'M `J endide 1 arson 9 72 4+, e t;'' �ninnwsll b615Cr'NeAl cci(it' , '4413 4112" 4-L CL SiQt S'.,tor \0 1 /8" GAP 0 05`6 BETWEEN SHEATHING Attic Ventilation per every 300 Sq Ft of ntilated with at least 50% in portion of roof area. 4kAkk LANlF —ti.0 GI'as 4gn2 VeAll space 2u4)4 the upper H : /Z Attic Accessible by 22'x30" 5 40# felt for ice dam pfotection Ser...eik Elco t -• e jt ( reAj nLJfl- 1 WE's\- Eicuo,Sr, S o 0-1-k E kv yik," sr c_ 231a E or. 1\101-ki, / 30&1C I ... ... _ .... _.._. [ rni _ Illliti 11 231a E or. 1\101-ki, / 30&1C I 51 14-4-14 DG 14-6-3 HO 3-15 011 4 DP; 1 3-8-0 5-8-0 7-8-0 9-8-0 11-6-0 13-0-0 15-8-0 17-0-0 19-0-0 TC:10-8L 3-8-0 2-0-0 1 2-0-0 2-0-0 12-0-0 1 2-0-0 1 2-0-0 i 2-0-0 1 2-0-0 1 2-0-0 00 a 5-1-14 4 -10 -LO EZ 4850 8 2x411 I n z 2x411 L 0 2n411 SL 14-4-14 DG 14-6-3 HO 3-15 ISH 4 23-8-0 ' 27-4-0 2-0-0 j 3-8-0 2a411 2x411 BC HP G BIL 28411 2x411 3-8-0 1 2-0-0 1 3-8-0 2x411 12-0-0 1 z -0-o 12-0-0 1 2-0-0 1 2-0-0 1 2-0-0 1 7-8-0 9-8-0 11-8-0 13-8-0 15-8-0 17-8-0 19-8-0 21-6-0 23-8-0 27-4-0 27 4 0 ALL PLAT88 ARE LOCK20 ScAe.03C6"= 1' KING/TB Robbins Engineering, Inc./Online PZus' Job 886305 Mark R2 Quan Type Span P1 -H1 Left OH Right OH 2 ,TR 270400 4 10- B 10- 8 Single Drawing Robbins EngneeBrj, IncicnIne FILO"' 01B9820W Verson 11.7 WBSn1Ie U dAing per Page 6/721)057:13 DB AIA Page 1 • c CD CD cn CD CND co A. SL 14-4-1.4 00 14-6-3 110 3-15 fix 4 EP TC 110-0I 7-2-14 7-2-14 13-0-0 6-5-2 20-1-2 6-5-2 4x511 3 2T-4-0 7-2-14 SL 14-4-14 DG L4-6-3 [10 3-15 fila 4 IL0-81 5-1-14 4-10-10 30 EP 51 509 R-1352 0: 275 W 508 R:1352 U: 275 7-2-14 6-5-2 1 13-0-0 27 4 0 20-1-2 7-2-14 27-4-0 ALL PLATES ARE LOC1c20 c c c Scale: 0 305" = C KING/TB Robbins Engineering, Inc./Online'Plusa: Job q86305 Hark RI Quan Type Span P1 -H1 Left OH Right OH 17 TR 270400 4 10- 8 10- 8 Single Drawing Rcbbins Engneenng. IncKnlne FltnTh 4110662005 Version 1 .7.000Srngle 0iavgng per Page 6472005 T'13.07 AM Page 1 me 06/08/05 08:07 Pram '5'15009220599 Single 11 7/8" E3vl® 40-1.7 til BOISE CASCADE SP +-- pct CALC©,2003 pES1GN REPORT - US r ,A atloid-^•4IC) ?0 ' i. • • ,Mf_10 •OICI`, 2 LES BESTIYAY 12 001/001 Wednesday, June 06, 2005 07:47 File Name: BC CALL Project : LARRY l VBWU01 Description: Specifier GAG Designer: Company: BOISE LC. Misc: FLOOR FRAMING 3o2UF 7 ,P1'OY2., . ,tnOlT`I 1 St, nerd Load - 40 psi 115 psf OC Spacing 16' 1 1 60, 1-3/4" 305los LL 109 Ibe DL General Data Version: US Imperial Member Type: Joist Number of Spans: 3 Left Cantilever: No Right Cantilever Yes Slope: 0112 OC Spacing: 16" Repetitive. Yes Construction Type: Glued Live Load: r y Deed Load: � Partition Load: Duration: 41 100. Disclosure The completeness and accuracy of the input must be verified by anyone who would rely on the output es evidence of suitability for a particular application. The output above is based upon building code -accepted design properties and analysis methods- Installation of BOISE engineered wood products musthefiL2}£d811(.1_ with thelcunent If brio Gut, end Itie appfoab!s bu,IdfnOd'es .� To obtain an Installation Guide -or if you have any questions, clears call (600)232-0786 before beginning product installation. BCCALLS, BC FRAMEFO, BCIS, BC RIM BOARD)^' BC 056 RIM BOARD'"", BOISE GL'JLAM'j", VERSA-L4M pG, VERSA-Plt•A22, VERSA -RIM PLUS©, .! _ ry ors r rderrarIrs Boise Cascade C.nr poratic.n. 1,1-04-00 Paget of 1 oro 61. 3-1/2" 778 Its LL 255 Ibe DL Total Horizontal Length - 27-04-00 Load Summary ID Description Load Type Ref. S Standard Load Unf. Area Left Controls Surnn Control Type Moment Neg, Moment End Reaction Int. Reaction Cont. Shear Total Load Defl. Deft. I N - Deft. De . Span / Depth ;cry VaIL 1299 ft -Its -1299 fr-lbs 414 lbs 1031 lbs 586 lbs L/1311 (0.122") L/1740 (0.082") -0.062' 0,12? 13.5 05-00-00 54rt End Type 00-00-00 27-04-00 Live Deed % Allowable Duration 42.3% 100% 423% 10066 4.6% 100% 46.0% 100% 36.0% 100% 18.3% 27.6% 16.4% 122% 11/a Cautions Design assumes Top and Bottom flanges to be restrained at cantilever. 62. 3-1/2" 573 Its LL 1821bs DL 05-00-00 Value OCS Dur. 40 psi 16" 100% 15 psf 16" 90% 1 d- Case 6 6 4 6 6 .4 4 6 4 Span Location 2 - Left - Rigid - Left - Right • Right • Right Support Notes Design meets Code minimum (L/240) Total load deflection criteria. Design meets Lisa! speci ed (1)480) live load defection criteria. - Design meets arbitrary (1") Maximum load deflection criteria. Minimum bearing length for BO is 1-3/4". Minimum bearing length for 61 is 3-1i2". Minimum bearing length for BZ is 3-1/7. 1 EnteredIBisplayed Horizontal Span Length(s) = CSr Span + 1/2 min. end beating + 12 intermediate bearing !9�Jii 0J211. OT 0 • ID�6.i Gy/ PROVIDE DIAGRAMS AND ENGINEERING LAYOUTS FOR ROOF TRUSSES, BEAMS AND FLOOR SYSTEMS PRIOR TO FRAMING INSPECTIONS R L C.0 d t u (a- 01€110--1 1110--1 N& eSj V tCW b 0 /L R&C)(.1 e_1� ,11nn,�dTAj�c,-- S`I LC CITY COPY THIS BUILDING SUBJECT TO FIELD INSPECTION CORRECTIONS erovnalky REVIEWED FOR CO E COMPLIANCE SPOKANE VALLEY IL GpISION -lit 1 J