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HomeMy WebLinkAboutPermit File 1603 10th Street �ST�-x .04:: City of Anacortes Invoice/Permit#: BLD-2015-0162 \ 3 904 6th Street Applied date: 04/14/2015 P.O.Box 547 Issue date: 04/14/2015 t 'iiiIar/O Anacortes, WA 98221-0547 .Yy���Yt� (360) 293-1901 Expire date: 10/10/2016 Job Address: 1603 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1927 Project: APN: P55941 Remarks: Support floor load for existing floor system above Owner: GUTHRIE/JANIKU;A Contractor: WILDWOOD CUSTOM HOMES Address: 1603 10TH ST Address: 14231 ROSARIO RD ANACORTES WA 98221-1927 ANACORTES WA 98221-8561 Phone: (360)488-2144 Phone: (360)708-0957 License#: WILDWCH957DQ General Information: Fees: Building Valuation 4500 Building Permit Fee 111.25 Plan Review Fee 72.31 State Building Code Fee • 4.50 Total Calculated: 188.06 Deposits/Receipts: 0.00 Total Due: 188.06 !:▪ L• ' ltt r7 ��+ i-9 7.5 IW 1 I I-+ M•'• - .,.... I/ i I i, -. ,~I i, rt .-F I-+• I I lit .n N• :r..'• I 1.1 0 Cam. .r.. 7) ct I.-. .--I C". I:a. 1▪F• :r:• r•:1 ;it r-• 1--1 t.{•. .-I" I-•, It• '-1 Ott• t„i .. IJ! m Il'• V. •;F4. .� I-.. . T_7 4E. •;' .,.,:. a, !-Y rrl I� c = THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED V\ HIN 180 I AYS,' Ff'IF CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER W, M K IS COMENCpBDL:' I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL��PROVtdId S OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN Oj3 NO 1 WE GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTH STfE'R LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY ix. c r•. 7111 ,t• '1-I Ali f ff ,�Y o Residential Building Permit Application IQ, gip ..., ,,,.. Building Department , ' : .� P.O. Box 547 Anacortes, WA 98221 il. , ,,,"i SITE Phone No.: 360-293-1901 FAX: 360.293.1938 ` SITE ADDRESS: I Ao 3 y `` l )_ \----- CONTRACTOR A VLATplicant PROJECT DESCRIPTION Lc Intl � �ti �AAAi( Name ti _ Address City/State/Zip l— CC�k 1�<) ! Phone. -708- WAX State License#i.,)--rl i>t,1r 14 1•5?7,00pp 3/4 97- C PARCEL NUMBER • City of Anacortes License 62�J 5 5 `C� PROPERTY OWNER/ 0 Applicant LEGAL DESCRIPTION Name 1 1--)L hvtQ/ i� IO� C� I � -� Address. ;� 1 C l / V / ielf\A(0-_-ks City/State/Zip f PRO CT VALUATION Phone me) —` r,Lla7 FAX 4(5(.. L Number of Dwelling Units E-Mail Address Number of Stories Building Area: 0 Architect 0 Designer 0 Engineer❑ Applicant 1"Floor s.f. 2nd Floor s.f. Name 3rd Floor s.f. Basement / s.f. Address Garage s.f. Carp s.f. City/State/Zip Deck s.f. L.9NArea s.f. Phone FAX / E-mail Address CONTACT (� 0 Applicant LENDER \1� LENDER INFORMATION ST BE PROVIDED FOR PROJECTS OVER$5,000 4`g\Name e( 3.}�� IN VALUATION PER CW. Address Name City/State/Zip Address Phone 360-7c 'C ?FAX_ City/State/Zip E-mail Address L.l by 1 a t.Lk-Z:0 CM CLGi1Cl '1 Phone No. i n4_4— CONTINUED ON TIE BACK Residential Mechanical Fixtures Fuel Type ❑ Natural Gas ❑ Electric ❑ Wood ❑ Propane Gas ❑ Other Type of Equipment Number of Type of Equipment Number of Fixtures Fixtures Furnace< 100K BTU Clothes Dryer Boilers/AC/Heat Pump Gas Water Heater _Gas Outlets Gas Fireplace Ventilation Fans Fireplace Insert Stove,Appliance Other Units Range Hood Residential Plumbing Fixtures Type of Fixture Number of Type of Fixture Number of Fixtures Fixturess. Toilet Clothes Washer Bathtub Electric Water Heater Shower Utility Sink Dishwasher Hose Bibb Hand Sink Water Piping Kitchen Sink w/Disposal Additional Fixtures I HEREB/9LOWLEDGE IF HAVE READ THIS PERMIT APPLICANT AND STATE THE INFORMATION I5 CORRECT,AND AGREE TO COMPLY WITH ALL OITY ORDINANC AND STATE LAWS REGULATING ACITIVIES COVERED BY THIS PERMIT APPLICATION. WITH THIS PERMIT ALL CO &CTORS i,i�__pD__'-SURrco TRACTORS SHALL HAVE A CURRENT WASHINGTON STA CONTRACTORS LICENSE AND A CITY BUSINESS LTC 5l. STOF�Y�ORK O i�FRS WILL BE ISSUED ON 1073 SITES WHERE CONTRACT RS/SURC NTRACTORS ARE WORKING WITHOUT PRO CERISE.\\\ J �,_ _ /' l - �7 L Cam.'{/ /j AP I A ' S GNA. E �--r — DATE Last Updated 11-29-05 i APR' 0 Mr STRUCTURAL CALCULATIONS FOR Wildwood Homes 1603 10th Anacortes, WA 98221 2012 IBC 03/12/2015 15-020 PREPARED BY: James T. Schemmer, P.E. 5'C SCHF A. .� , coo S � CONSULTING GROUP PLLC • ENGINEERING CIVIL STRlCruRAL-P ZINC SURVE ING RESIbENIIAL HOME DESIGN `E V 4 51 k r 111 301.i Commercial Ave. Suite C,Anacortes, \�VA 98221 •4- FQ: ,.�:,' [Aim: 360-293-9006 tax: 360-293-4051 top ;19.: 0 ; - BCHEMMER 1313NBIJLTINI3 I]ROW' PLLC • 21314 CDMMERDIAL AVE.,SUITE C.ANACDRTE8,WA.92221 • (2 O}293 -913136 - AgC /2 /ea-OF 9/ // .7-,././.;1';9 s-iA A. '44 /t 16) z.e5 • -(‹S'?4--/,$) 0',ZOO . I.5,s'X zi 6X /2 Schemmer Consulting Group PLLC Project Title: 16.13 1Ot!• r;:::l 3014 Commercial Ave.,Suite C Engineer: Project ID: Anacortes,WA 98221 Project Descr: , 360.708.4386 jt.schemmer@scgeng,corn jt.schemmera(7,scpeng.com Printed:12 MAR 2015,7:17PM • WWOd Seam File=c:lUsersUIMT-1.SCIfi00CUME-11ENERCA-111603j-1.EC6 ENERCALC,INC.1983-2015,Build:6.15,1.19,Ver..6,15.1.19 Lic.#:K1'l-0 109216 Licensee:Schemmer Johnston Description: B1 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: [BC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 2.900,0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 2,900,0 psi Ebend-xx 2 200.0ksi Fe-PrIl 2,900.0 psi Eminbend-xx 1,118.19ksi Wood Species :Truss,Joist Fc-Perp 760.0 psi Wood Grade :i arallam PSL 2.2E Fv 2$0.0 psi Ft 2,025.Opsi Density 32.2.I0pcf Beam Bracing : Beam is Fully Braced against lateral-torsion buckling D(0.55) D(0,55) ♦ i t7(0.163�L(0 261 i 3.5x11.25 Span=15.0 ft Applied Linda Service loads entered, Load Factors will be applied for calculations. IJnikinni Load' b-0.1630. L=0.260„ Tributary'Ndih=1.0 It Point Load: D=0.550 k. t.50 fI Point Load: D=0.550 iI ;_i 1150 fi DESIGN SOW,f;sY Design OK 'Maximum Bending Stress Relic - 0.71a 1 Maximum Shear Stress Ratio - 0 437 : 1 Section used for this span 3,6x11.26 Section used for this span S.5x11.26 fb:Actual = 2,0G7.61 psi fv:Actual - 126.81 psi FB:Allowable = 2,900.00psi Fv:Allowable = 290.00 psi Load Combination +D+L+M Load Combination +d+Li 11 Location of maximum on span = 7,500tt Location of maximum on span = 14,00.9ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#1 Maxirrsu m Deflection Max Downward Transient Deflection 0.326 in Ratio= 552 Max Upward Transient Deflection 0.000 in Ratio= 0<360 Max Downward Total Deflection 0.574 in Ratio= 313 Max Upward Total Deflection 0.000 in Ratio= 0 <180 Schemmer Consulting Group PLLC Project Title: 1130310111 Street 3014 Commercial Ave.,Suite C Engineer. Project ID: Anacortes,WA 98221 Project Descr: 360.708,4386 jt.schemmer@scgeng.com ,_phemme�i'asepeng.com Printed:12 MAR 2015,7:10PM File=c:\Users\JIMT-1,SCrfIUOCUME-11ENERCA-111603_t-1.EC6 Wood BeamENERCALC,INC.1983-2015,Build:6.151.19,Ven6.15.1.19 ic. : OM/6009216 Licensee:Schemmer Johnston Description: 82 if B3 CODE REFERENCES Calculations per NDS 2012, IBC 2012, CBC 2013,ASCE 7-10 Load Combination Set: IBC 2012 Material Properties Analysis Method: Allowable Stress Design Fb-Tension 850.0 psi E:Modulus of Elasticity Load Combination IBC 2012 Fb-Compr 850.CI psi Ebend-xx 1,800.0ksi Fc-Prll 1,400.0 psi Eminbend-xx 580.0ksi Wood Species :Douglas Fir—Lamb(North) Fc-Perp 625.0 psi Wood Grade :No. 11No, 2 Fv 180.0 psi Ft 500,0psi Density 31.57C)pcf Beam Bracing : Beam is Fully$raced against lateral-torsion budding — p(ii77). (? _ 6x12 span=13.0 ft Applied Loads Service loads entered,Load Factors will be applied for calculations. Point Load: 0=1,77Dk @ 6.50Fl DEMI JtMMARY babi+jr1OK Maximum.Bending Stress Ratio = 0.744 1 Maximum Shear Stress Ratio = 0.130: 1 Section used for this span 6xi 2 Section used for this span 6x12 fb:Actual - 569.42 psi Iv:Actual = 20 89 psi FB:Allowable = 785.00psi Fv:Allowable = 152.00 psi Load Combination +O.H Load Combination +D+l Location of maximum on span = 6.504ft Location of maximum on span = 0.000 ft Span#where maximum occurs = Span#1 Span#where maximum occurs = Span#f Maximum Deflection Max Downward Transient Deflection 0.000 in Ratio= <360 Max Upward Transient Deflection 0.000 in Ratio= i:' <360 Max Downward Total Deflection 0,126 in Ratio= 1239 Max Upward Total Deflection 0,000 In Ratio= r}<180 1Q Simpson OU412 .0. Simpson ST12 O -14 (2),�_ 0 p 0 --- II 0 — — 1.4 - 2 1 I —� II II r I I o II It q rt I 1 O 1 1 r� 1 4 ii _ fi © II fi I -- .- - -- 11 I 11 4 _ 1 II ; 1 111 7 >1 1/1 '(!> .4N,ni 4 EXISTING FLOOR FRAMING NEW WALL FRAMING NEW ROOF FRAMING 0 4 x 10 DF existing beam 0 2 x 6 DF new wall framing 0 2 x 8 DF NEW roof rafters © 2 x 6 DF floor / ceiling joist © 3/4" T&G ply. flooring © 2 x 8 DF existing roof rafters 0 2 x 4 DF exterior wall framing 0 New 3-0x6-0 XO window C3 2 x 8 DF NEW ridge beam Al--) ® 2 x 4 DF interior wall framing ® New beams below 05 NEW 6 x12 beam below SCALE 114"=1'-0" ® NEW 3.25 x 11 .875 PSL beam below p 1i2 1 post NEW 4 x 6 below SCHEMMERCONSULTING GROUP PLLC -- ENGINEERING CIVIL-STRUCTURAL-PLANNING SURVEYING RESIDENTIAL HOME DESIGN 3014 Commercial Ave. Suite C, Anacortes, WA 98221 oFPica: 360-293-9006 lax: 360-293-4051