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Home My WebLink About2005, 07-08 Permit App: 05002326 Replace Roof TrusesProject Number: 05002326 Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 07/08/2005 Page 1 of 2 Project Information: Permit Use: REMOVE & REPLACE ROOF TRUSSES TO INCREASE CEILING HEIGHT Setbacks: Front Left: Right: Rear: Site Information: Plat Key: 000848 Name: FARR MISSION SUB Contact: INTEGRITY REMODELING Address: P.O. BOX 8556 C - S - Z: SPOKANE, WA 99209 Phone: (509) 455-4395 Group Name: Project Name: District: Nort Parcel Number: 45083.0462 SiteAddress: 1622 N FARR RD Location:: CSV Zoning: UR -3.5 Water District: Block: Urban Residential 3.5 Lot: Owner: Name: BARNES, ELEANOR Address: 1622 N FARR RD SPOKANE VALLEY, WA 99206 Hold: ❑ Area: .00 Acres Width: 90 Depth: 100 Right Of Way (ft): 0 Nbr of Bldgs: 1 Nbr of Dwellings: 1 Review Information: Review Plan Review Permits: Contractor: INTEGRITY REMODELING Address: PO BOX 8556 SPOKANE, WA 99203 Building Permit Firm: TODD KUBICEK - INTEGRITY RM Phone: (509) 455-4395 This Application: Total Project: Description Grp Type Notes Sq Ft Valuation Sq Ft Valuation RESIDENCE R-3 VB NEW ROOF 0 $11,000.00 0 $11,000.00 TRUSSES Item Description RESIDENTIAL PERMIT FEE STATE SURCHARGE Totals: 0 $11,000.00 0 $11,000.00 Units Unit Desc Fee Amount 1 SELECT $195.25 1 SELECT $4.50 Permit Total Fees: $199.75 Operator: K_C Printed By: K_C Print Date: 07/08/2005 Project Number: 05002326 Notes: Inv: 1 Application THIS IS NOT A PERMIT Penalties will be assessed for commencing work without a permit Date: 07/08/2005 Page 2 of 2 Payment Summary: Permit Type Building Permit Fee Amount Invoice Amount Amount Paid Amount Owing $199.75 $199.75 $0.00 $199.75 $199.75 $199.75 $0.00 $199.75 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: 07/08/2005 Jul 01 05 07:41 a IN I t(ir( I Y �ssAP's -If . y J.10.4i� ia'e�, ��n` �n`W�` �� }—1.-it��^ew'bGc- STATE OF WASHINGTON n�A-�C r��r '�'''c �L .ua=+'i�aY`m7r:•:i'V..`�.m�.:t• �-: .n�� MASTER LICENSE SERVICE PO Box 9O34.Olympia, WA 98507-9034 • (360) 664-1400 REGISTRATIONS AND LICENSES DOMESTIC PROFIT CORPORATION INTEGRITY REMODELING, INC. 6015 S WELDEN SPOKANE WA 99223 Unified Business ID B: 602 410 437 Business ID t: 1 Location: 1 Expires: 07-31-2005 TAX REGISTRATION UNEMPLOYMENT INSURANCE INDUSTRIAL INSURANCE CITY LICENSES/REGISTRATIONS: SPOKANE VALLEY GENERAL BUSINESS The licensee named above has been issued the business registrations or licenses listed. By accepting this document the licensee certifies the information provided on the application forthese licenses was complete, true, and accurate to the best of his or her knowledge, and that business will be conducted in compliance with all applicable Washington state, county, and qty regulations. Director, Department of Licensing 3 L O F < c1 V) x f\ en LLI z W Z M DI O m z Z M S W J 0 u 4 a • Z u<w M Z a Z LL J 4 7 W O m1 W VI Ztie N0 M N 0 N MVI MY IC ZZIT MZ UJ N a▪ - am P IX ZJ J4 I-.. W4 2 M M M r4 M W 0 K 0 W 1t O:VIZ W rJZ 0 4 e:rno.4 d N W 1.11 Y 7= X r.lo X LU0 z o Zeo. 4ZZa ET..! '0 I-1 se la f M 7 VI JUL 01 2005 07:54 5094438222 DETACH THIS SECTION FOR YOUR WALLET PAGE.04 5094438222 tY 0 w Center Bearing Beam: S an = 9' 6" = 9.5 ft_ ``e •tar tiiinva r IS mgimmeeriaaq. Inc. Tepee OOlee Center, Green Flay 8uaeing 104 South Freya Street, Suite 110 F. Spokanc, WA 99202 (5091 532-1532 V ice. Fen end Coll tf) Point Load Type Lateral Load Location Lateral Load (lbs.) Dead Snow Wind 0 ft. Oft. 0 ft. 0 0 0 Axial Lon w Location co 0 ft. n- 0 ft. 0 ft. Redundant? Yes r (V SN —co Sri! v m Load Duration Factor = 1.33 Shear, 1.15 Axial m Distributed Loads: Vary from: 0 pif at 0 feet tc Minimum Depth = 5.5 inches, Weig Transverse Support Spacing = 1' - Use 2 x 6 Number 2 Douglas Fir -L Quantity = 1 , b = 1. A=b(d)= 8.25 in.2 ; S fy - 1.5RM,kx/A - 18.818 pi FA = �- FV = 95875 psipsi F Lu,/d — 16 1N2/d = 8 Ke: Fe' = Fc(CF)CDI(1*(Feenikl(Fc(Cs)CD)). Rbl - 7.8 KbEl = 0.44 Fb. Use 2 x 6 Stud Grade Spruce -Pin( Quantity — 1 , h = 1. A=b(d)= 8.25 in.2;S fv = 1.5RM„x/A = 18.818 p: FB - 675 psi 4" Fv = 70 psi cir F Lui/d = 16 1-4;2/(1= 8 K Ft' - Fe(CF)CDI(l+(FcEmin/ (FC(CF)CD)). Rb) = 7.8 KbEj - 0.44 Fb to Jul 01 05 07:42a DistributedStart Location Load Type Start VaIIIC (lbs./11) N m to End l.ocati N Dead 10 ft. 13.4896 9.5 ft. 0 J h 6£:VT SOW T. 1nr WZ8£bb60S D m Eay b Rewe C.4Yvp, TypkoL RttIF FRAMING PLAN (.3140. .rano / rafters 111 Man. Match brocb.g snorlp.roiofM•D / / / \ / / / Structural 1441. ScheeN. RI 3001005 Ps6 Mrb.r Too ueupos vee -Larch lotto. at e' -o' an center 9Mn ewcth0 236 Number Too DouOlas .Mooch ¢deg Nolo of 34-0' on center Reinstall bro. with 31214 cancan nolo Yate Odes each ere aro beer cd.; Not 1Mn 3-I1d cation to son ad* 61eeld 4ar pony was on M toasting ... eoI Laver o Cape raft.. t io0w W net 1 122' nOtn at **4*e Face eF sob, Install nab* joists H. batten flush 4o tap M co.. fasten or bra; Joists to rafter* at exterior sags 440 3111 cannon nolo wool. olds. warble solid 0(0cldr9 between rafters on toter.. trolls 0Mn 3-I2d connon town. or laws. (.7141 .M fasten rafter and c. 00* Jabot to blocking 400. ilrooson A23 te blodip Uoverr ap4on /rota% c./69 Jobts .t r -r .bow .44.051 noon. f..*.. *14109 ,pat. to rafters war e0tenar oauo 4tt1 5-124 croon 034*. 140th NO, provide solid bet.. rafters an ext....Nl* it. 2-111 eann.o o to.nds or Lnpaen Lira and install Moped col to button of after* to oat... Val. /1 3-2.2 Mrber T.0 Drglas fir -Lard% 4-2410 /briar Des Doud4 FF -%Vole, 9 LWo9 1/4' LXC Tib.r.Me4 LDL, 3 1/3x9` or 0 1/'07 1/2' 24r -V3 or V1 Di/0f 6lo4..00, 1 3/41/411 1/4' L92 Marron. LVL or 3 1/'*9 1/4' 1000 fY Dr V,.o-ion or 232 pwUan 149E loon. foot. 4th Shoson 2.415, framing or 1.1 24. L W orY1id ww�tomele or14121326-3-53344,anaboup1..Yw When or111121/40-2333 da t lowing noxi. 12 4-8113 Mrier Two Douglas fir -Larch. 6343 HMb.r Die 3o401as fir -Larch Tin, 1 1/2'44' IX Tbd.retraw LEL, 3 1/3x19 3/4' or 3 1/'314' 347-03 or V4 Dr/¢ Mel.. 31 3/Vont/O. LX Meretlan LVL r 1 1/r,.l 7/1' 2000 FY DF Verna -Len or 311 P.ra43n ►3L Mew foot. with lap.. 2474, 2 -**1C06--214% 1111:644., LSSaIO. 11X1644n. L334210-2. MC26-211n r L01352 to num fro.% r 1.124, OM. N! or 3-12d can.en tends or end nolo tfragh J. lut eMari. i. o ppo•. O b-3442 Meier Too 3*. FF -Larch 6114 Harbor Me DODufolbfii sfb'-Lorch Ulm., 3 1/1146' 69E: bdr.M TrstroESL. 3 1/11.4134' r '*I1 1/ 5 1/'d4' r 04F -V1 04 /r 6W -Lan. 2-1 3/4'314' L92 Nvallm LVL or 5 1/041 1/4' EON R Df Ver+.{.. r 1414E P.r41a. PSL 0.... r.0ten dM Spoon 2134, 2-M1C2*-9111e 14066144 111924000* or 101221 -[Ma. to nosh traAnp or 6224. 172*, MS or 3-12d canon **naso r 0.w .ala though A'b 04 tet 0990914 . A 1-244. 404. 2-206 r 406 HMber 7. bowl. o ch. 3 1/1'13 1/1' or 3 1/3.5 1/34 24f -V0 6/4" Glu -Lon or 3 1/1403 1/2' or 3 lira, 1,14. RAE Pemba,. 034 rertsn t. support.; /rani9 04444 Wyo. 623. A35 or 024. 4' AS' f� t w�sy�ti o T z 290130 c$j A 'O) 4;11,4 i1/n,a,. YJ< SIO 1., rriiV in - 5 -r -2- 014 -L.'-2 034% i:tel0 Weed Moriliweou BaglwlMap, Inc Two ci.a ewer, on.. cap *449 16I Sewer Fn,. L►.d. 34401 w i,.V^1.w, Vain= MOO 433/H3V4w.Fv M CM ROOF' FRAMING PLAN BARNES REMODEL 1622 North Farr Road, Spokane Valley, Washington 2003012 rr, May 23, 2005 3/16' - 1' - 0' d4Z:Z0 SO LO Pr Ail?1na1N1 i'. GENERAL STRUCTURAL NOTES GENERAL, THE STRUCTURAL CONTRACT DRAWINGS AND SPECIFICATIONS REPRESENT THE FINISHED STRUCTURE. THEY D0 NOT INDICATE THE METHOD OF CONSTRUCTION, THE STRUCTURE 1S DESIGNED TO BE A STABLE UNIT AS A COMPLETED WHOLE. 1T IS THE CONTRACTOR'S RESPONSIBILITY TO DESIGN, ERECT AND INSPECT TEMPORARY SHORES, BRACES, ETCETERA TO SUPPORT THE STRUCTURE AGAINST ALL ANTICIPATED LOADS INCLUDING GRAVITY, WIND AND LATERAL EARTH PRESSURE UNTIL ITS COMPLETION. OBSERVATION VISITS TO THE SITE BY THE DESIGNER SHALL NOT INCLUDE INSPECTION OF THESE METHODS OF CONSTRUCTION. CONSTRUCTION MATERIAL SHALL BE PLACED ON FRAMED ROOFS AND FLOORS SUCH THAT THE DESIGN LIVE LOADS ARE NOT EXCEEDED. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIDNS PRIOR TO STARTING CONSTRUCTION. RESOLVE ANY DISCREPANCY WITH THE DESIGNER. WORKMANSHIP AND MATERIALS SHALL COMPLY WITH THE LATEST EDITIONS OF THE INTERNATIONAL BUILDING CODE AND TESTING STANDARDS. NOTES AND DETAILS ON THE DRAWINGS TAKE PRECEDENCE OVER THE GENERAL STRUCTURAL NOTES AND TYPICAL DETAILS. WHERE NO SPECIFIC DETAILS ARE SHOWN, CONSTRUCTION SHALL CONFORM TO SIMILAR WORK ON THE PROJECT. •TYPICAL' DETAILS ARE NOT FLAGGED ON THE DRAWINGS, BUT APPLY UNLESS NOTED OTHERWISE. ALL STRUCTURAL ENGINEERING DESIGN PROVIDED BY OTHERS SHALL 35 SUBMITTED FOR REVIEW AND SHALL BEAR TIC SEAL OF A CIVIL OR STRUCTURAL ENGINEER REGISTERED IN THE STATE IN WHICH THE PROJECT 1S LOCATED, SHOP DRAWINGS, THE CONTRACTOR SHALL REVIEW AND APPROVE ALL SHOP DRAWINGS PRIOR TO ENGINEERING REVIEW. CODE, 2003 EDITION OF THE INTERNATIONAL BUILDING CODE. DESIGN LOADS, ROOF SNOW LOAD = 0.018 PSF NORMALIZED GROUND SNOW LOAD, (MINIMUM BASE ELEVATION - 2000 FT., EXPOSURE FACTOR, Ce = 10, ROOF CONVERSION FACTOR = 0.7). ROOF DEAD LOAD = 16 PSF, WINO, BASIC WIND SPEED • 85 MPH THREE SECOND GUST, EXPOSURE 'B'I IMPORTANCE FACTOR 1.0. SEISMIC, 337.p AT 0.2 SECOND, 104 AT 1.0 SECOND SPECTRAL RESPONSE, SITE CLASS Di SEISMIC USE GROUP I. BOLTS, ALL BOLTS, ANCHOR BOLTS, EXPANSION BOLTS, ETCETERA SHALL BE INSTALLED WITH STEEL WASHERS. SIMPSON AND HILTI BOLTS AND ANCHORS MAY BE SUBSTITUTED WITH AN APPROVED ICC RATED PRODUCT. WOOD GENERAL, DO NOT NOTCH OR DROLL JOISTS, BEAMS OR LOAD BEARING STUDS WITHOUT PRIOR APPROVAL OF THE DESIGNER, ALL NAILING NOT NOTED SHALL BE IN ACCORDANCE WITH TABLE 2304.9.1 OF THE LATEST EDITION OF THE INTERNATIONAL BUILDING CODE. ALL FRAMING ANCHORS AND CONNECTORS SHALL BE AS MANUFACTURED BY SIMPSON COMPANY OR OTHER APPROVED EQUAL WITH ICC CERTIFICATION. ALL NAIL HOLES IN FRAMING ANCHORS AND CONNECTORS SHALL BE F1111D WITH NAILS PER MANUFACTURERS PUBLISHED NAIL SIZES. FRAMING LUMBER, ALL STUDS, LEDGERS AND PLATES CONSISTING OF 2X, 3X OR 4X MEMBERS -- STUD GRADE SPRUCE -PINE -FIR, HEM -FIR OR DOUGLAS FIR -LARCH, BASIC Fb • 675 PSI, Fv = 70 PSI, E = 1,200,000 PSI, Fc/J = 675 PSI, ALL JOISTS AND BEAMS CONSISTING OF 2X, 31 OR 4X MEMBERS -- NUMBER TWO DOUGLAS FIR -LARCH, BASIC Fb = 875 PSI, Fv = 95 PSI. E • 1,600,000 PSI, Fc// = 1300 PSI, ALL JOISTS, BEAMS AND LEDGERS CONSISTING OF 6X OR LARGER MEMBERS -- NUMBER ONE DOUGLAS FIR -LARCH TIMBER, BASIS Fb = 1350 PS1, Fv • 85 PSH E = 1,600,000 PSI, Fc// = 925 PSI) ALL POSTS, STUDS AND COLUMNS CONSISTING OF 6X DR LARGER MEMBERS -- NUMBER ONE DOUGLAS FIR -LARCH TIMBER, BASIC Fb • 1200 PSI, Fv - 85 PSI. E • 1,600,000 PST, Fc// = 1000 PSI. FRAMING LIB4BER SHALL COMPLY VT1H THE LATEST EDITION OF THE GRADING RULES OF THE WESTERN WOOD PRODUCTS ASSOCIATION OR THE WEST COAST LUMBER INSPECTIONS BUREAU. ALL SAWN LUMBER SMALL BE STAMPED WITH THE GRADE NARK OF -AN APPROVED GRADING AGENCY. MOISTURE CONTENT SHALL NOT EXCEED 191. GLUE -LAMINATED MEMBERS, SIMPLE SPAN BEAMS - DF/DF 24F -V3 0R 24F -V4, BASIC Fb = 2400 PSI, Fv • 165 PSI, E - 1,800,000 PSI, Fc// • 1650 PSI1 CONTINUOUS OR CANTILEVERED BEAMS - DF/DF 24F -V8, BASIC fb - 2400 PSI, Fv • 165 PST, E = 1,800,000 psi, FL// = 1650 PSI, COLUMNS - Of/DF 24F -V8, BASIC Fb = 2000 PSI, Fv = 165 PSI, E • 1,700,000 PSI, Fc// • 1900 PSI. ALL BEAMS SHALL BE FABRICATED USING WATERPROOF GLUE. FABRICATION AND HANDLING PER LATEST AITC STANDARDS. BEANS TO BEAR ATM STAMP AND CERTIFICATE AND GRADE STAMP. CAMBER AS SHOWN ON THE DRAWINGS. Jul 01 05 02:23p Tap Piste 1 End tY al,f Iry,p T.+. er flume SI Nel> gtl,d framing Seed mocking Id Strop -Ns n8 Strap M Strap Ando./ IRlerFNdlate Nplt,p Celina Joist (Coes), for flint ptVg rst" rGbStudple Hoadoo 14*.A Motu ; Relocate Braces relating, Cell% 0;v • .► e�- \tlockIng Cr Pony Wall 60,7 In 1..,e i C,!e selawsl `41 wrtiTume B.gihteerlaq. INC. Toole Oe•CeW. Cogen Res a.NY. IN 7.M rms amt. eae 110f,efdee.,YA NM IMO SWIM*. Fs. and Col l GENERAL NOTES AND DETAILS BARNES REMODEL 1622 North Farr Road, Spokane Valley, ` Washington 2005010 May 23, 2005 1/4'-1'-0' • 1 5094438222