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HomeMy WebLinkAboutPermit File BLD-2019-0651 1409 10th Street vfi U City of Anacortes Invoice/Permit#: BLD-2019-0651 904 6th Street Applieddate: 10/ 4/2019 `'"� P.O.Box 547 Isssuee date: 10/14/2019 0: Anacortes, WA 98221-0547 (360) 293-1901 Expire date: 04/11/2021 Job Address: 1409 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1923 Project: APN: P55729 Remarks: Interior remodel. No dirtwork proposed. Owner: BEN & PAM THOMAS Contractor: Address: 1409 10TH ST Address: ANACORTES WA 98221-1923 Phone: (360) 293-2105 Phone: License#: General Information: Fees: Building Valuation 37800 Building Permit Fee 523.05 Stove,Appliance 1 Plan Review Fee 339.98 #of Heat Pumps<=3 Hp 1 State Building Code Fee Resi 6.50 #of Ventilation Fans 3 Mechanical Permit Fees 70.60 #of Showers 1 Plumbing Permit Fee 90.00 #of Bathtubs 1 Total Calculated: 1,030.13 #of Clothes Dryers 1 Deposits/Receipts: 339.98 #of Clothes Washers 1 #of Hose Bibbs 3 Total Due: 690.15 #of Other Fixtures 1 #of Kitchen Sinks 1 #of Water Closets 2 i l -i `Cl w m SY' < rI 01 v:l -S (, : -5 I -F •�+• te, IZ' 3 t,.) CI H '-- i-- 1 I �II C.r1 ,t 'JJ 0 u • x 1 0:1 Ci n, t•,} %i C, Ill CI o t•.Y CI Cl. = -k o.. (11 E. 1. 'i1 -TI 7 ¢7 s, = t' O F1 'i .' �:. 173 THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS,0017t.IR CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED:;; HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISION$`,-, OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE . LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. r •i, r n 1 1 _Y o r••�i t•,1 o SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY `� = Y C7 '= City of Anacortes Invoice/Permit#: BLD-2019-0651 904 6th Street Applied date: 10/04/2019 `"'�'! P.O.Box 547 Issue date: { ' t� Anacortes, WA 98221-0547 r Expire date: 04/01/2021 (360) 293-1901 Job Address: 1409 10TH ST Permit Type: Single Family Alteration/Repair Permit ANACORTES WA 98221-1923 Project: APN: P55729 Remarks: Owner: BEN & PAM THOMAS Contractor: Address: 1409 10TH ST Address: ANACORTES WA 98221-1923 Phone: (360) 293-2105 Phone: License#: General Information: Fees: Building Valuation 37800 Building Permit Fee 523.05 Plan Review Fee 339.98 State Building Code Fee Resi 6.50 Total Calculated: 869.53 Deposits/Receipts: 0.00 Total Due: 869.53 ,_, Y•-n 4! — `% I ..;: c.i It, to B h•.1 C N') '-.. rh -- I I 4, •4) ::i 0 L., , 71-1 JI ry _R •f C, . t 5 Y r X rl - THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 180 DAYS, OR I i CONSTRUCTION OR WORK IS SUSPENDED OR ABANDONED FOR A PERIOD OF 180 DAYS AT ANY TIME AFTER WORK IS COMMENCED.. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT.ALL PROVISIONS a ,., OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHETHER SPECIFIED HEREIN OR NOT, THE 0 1 GRANTING OF A PERMIT DOES NOT PRESUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATEtOR ' `r LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. i' _R v( ra P. w .-- SIGNATURE OF OWNER OR AUTHORIZED AGENT ISSUED BY '' i' G• ())Lp -LL 9 - 0 6 5 ( PLANNING, COMMUNITY, &ECONOMIC DEVELOPMENT DEPARTMENT RESIDENTIAL BUILDING PERMIT APPLICATION �\i Mailin Address:P.O. Box 547, WA 98221 r= - � I�g,����� IN � �� � i� g Anacortes, �,: 1 I Office Location: 904 6th Street,Anacortes WA 98821 1, ! OCT'0 vim , Phone: (360) 293-1901, Fax: (360) 293-1938 i PLEASE REFER TO THE RESIDENTIAL BUILDING PERMIT CHECKLIST BELOW FOR SUBMITTAL REQUIREMENTS PROJECT ADDRESS(Street,Suite#): Parcel(s)#: l 'fO 1 10 {r • SS72 7 Subdivision/Lot#: / Mho off- Cr,, Project Valuation: $ w 10 ' Le Y,Ail of Cs l�fack I Z y! 6F 400✓�t� 2 f 609.00 APP ICANT: Phone: ¶Fax: h G PQ� �iern4/ 360-2.q7-z/o 5 Address(Street,City,State,Ziii) / E-Mail Address: 1 1p ebx ?/ taco r•Trl' ci(4 y692 Z( i 4►rt be►, c„,j e /b / ii i _cop., PROPERTY OWNER: Phone: Fax: d- P4,., rr�� ron« Address(Street,City,State,Zip): / E-Mail Address: J f q rh, - i QrH i'e i-1 vrro/ e A i/ .co►,, CONTACT PERSON: Phone: Fax: Se,, 7 ;Ob4a/ MO-297-tier , Address(Street,City,State,Zip): E-Mail Address: SQ me i vw►be,, IH of e 4,74,,eii/ _ co ri-► LENDLENDING AGENCY: Phone: Fax: Address(Street,City,State,Zip): E-Mail Address: CONTRQOTQg:* Phone: Fax: Address(Street, City,State,Zip): E-Mail Address: Professional License#: Exp.Date: *All Contractors&Subcontractors must have a valid City of Anacortes business license prior to doing work in the City. Contact the City's Business License#: Exp.Date: Finance Department at(360)299-1968. PROPOSED WORK: g„]I j a( rl ol„Le f- id. 1 re ,, of 4,4 pp,„-f- Greq f 2 �t anal (\ .- cOl'-1 rn,,In +tie' bei.•,,.._), PROPOSED NEW SQUARE FOOTAGE: Basement SQ': p Finished Basement: ❑ Unfinished Basement ❑ 1s`Floor SQ': O Garage/Carport SQ': 0 2nd Floor SQ': (9 Deck/Covered Porch/Patio SQ': (2 Fire Sprinkler: Yes ❑ No ' Lot Area SQ': sop O Is construction associated with an accessory dwelling unit? Yes 0 No [9 ` I declare under penalty of perjury that the information I have provided on this form/application is true, correct,and complete,and that I am the property owner or duly authorized agent of the property owner to submit a permit application to the City of tortes. Print Name: / Owner B/Agent El (specify): Signature: 19 c- -Mo 4 cr Date: to(0Y t`9 t y Page 1 of 3 IMPERVIOUS SURFACE AREA: Existing Impervious SQ': New Impervious SQ': Total Disturbed Land/Soil SQ': 0 Total Proposed: Cut: /v Fill: -, New hard surfaces(pervious&impervious) Land converted from native vegetation to lawn or landscaping SQ': 0 Land converted from native vegetation to pasture SQ': d MECHANICAL: Equipment Type: Appliance/Equipment Information(new and relocated): Total#: Furnace: Gas#: Elec#: Other#: t, Gas Water Heater: #: Location(s): c.) ' Heat Pump: Elec#: ( Other#: ( (/ Air Conditioning: Elec#: Other#: Boiler: Gas#: Elec#: Other#: BTUs: Exhaust Fans: Bath#: i Laundry#: ! Other#: fN L ft. LO Range Hood: #: Location(s): 0 Fireplace: Gas#: Elec#: Other:#: Location(s): 0 / Clothes Dryer:/Duct: Gas#: t Elec#: Other:#: Location(s): ,,,ti./, i ty Stove/Range/Oven: Gas#: Elec#: I Other:#: Location(s): kP ._ H a l Range Hood: Location(s): 0 Gas Outlet(s): #: Location(s): 0 Other: #: Location(s): 0 TOTAL OUTLETS: E PLUMBING FIXTURES: Fixture Type(new and relocated): Total#:/ Fixture Type(new and relocated): Total#: Water Closet(Toilet): 2 t/Refrigerator water supply(for water/ice dispenser): ry Kitchen Sink: ' V Pressure Reduction Valve/Pressure Regulator: i ✓r Utility Sink: p ,Water Service Line: Q Tub: ) (J Water Piping: 1 I Hand Sink: p Clothes Washer: i Shower: C76,1,f rAct.,,ev_) ) - Electric Water Heater: Tank-less? Yes ❑ No ❑ 0 Dishwasher: p Back low Prevention Device: 0 Hose Bib: 'j TOTAL OUTLETS: 8 TOTAL OUTLETS: 3 Page 2 of 3 Peter Chopelas, PE 6 Li) --2-0 11 0 6 51 Engineering &Design Services 4%_%,, LI 6 -1-4 5+- 6•e, I 307 North Olympic Ave, Suite#3081 Arlington,WA 98223 t Copy (360) 653-4615 Chopelasandassociates@gmail.com August 22,2019 Ben Thomas 1409 10`h street Anacortes WA 98221 Project: Structural analysis the beams for the remodel of the home at the above address The loads were analyzed for the changes to the subject residence according to the requirements of the 2015 International Building Code(ASCE 7-10), and the 2015 IRC. The following design conditions for the analysis are based on the site conditions or according to the minimum code requirements: Roof Snow load: 25PSF 1 Roof type/weight: composition/15 PSF Basic wind Speed: 110 MPH Wind Exposure/Importance: B/Iw=1.0 Seismic Site Class: D Soil Bearing capacity: 2,000 PSF Beams were sized and detailed in the plans for the proposed changes to the existing residence. The lateral loads were not significantly affected, so no analysis was provided. Beam calculations are attached. If you have any questions or are in need of further assistance please feel free to call. .24 _. i-,, ,, ,_, 1kri OCT 0 0019 iii II 111 ; 1 _. ;I iY(-)i- u,ki A c:''s� rr I Peter Chopelas PE 1 Ben Thomas residence BeamChek v2019 licensed to:Peter Chopelas, PE Reg#5508-68695 Ben Thomas residence kitchen 0/H beam Date:8/22/19 Selection 3-1/2x 16 2.0E TJ Parallam W.S. PSL Lu=0.0 Ft Conditions NDS 2015 Min Bearing Area R1= 10.2 in2 R2= 10.2 in2 (1.5)DL Defl= 0.40 in Data Beam Span 17.5 ft Reaction 1 LL 2669# Reaction 2 LL 2669# Beam Wt per ft 17.5# Reaction 1 TL 4878# Reaction 2 TL 4878# Bm Wt Included 306# Maximum V 4878# Max Moment 21342'# Max V(Reduced) 4135# TL Max Defl L/240 TL Actual Defl L/289 LL Max Defl L/360 LL Actual Defl L/648 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 149.33 56.00 0.73 0.32 Critical 108.61 22.38 0.88 0.58 Status OK OK OK OK Ratio 73% 40% 83% 56% Fb(psi) Fv(psi) E(psi x mil) Fc I(psi) Values Reference Values 2117 241 1.7 480 Adjusted Values 2358 277 1.7 480 Adiustments CF Size Factor 0.969 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 1.0000 Rb=0.00 Le=0.00 Ft Loads Uniform LL:305 Uniform TL: 540 =A Uniform Load A R1 =4878 R2=4878 SPAN= 17.5 FT Uniform and partial uniform loads are lbs per lineal ft. Ben Thomas residence BeamChek v2019 licensed to:Peter Chopelas, PE Reg#5508-68695 Ben Thomas residence Kitchen entry door header Date: 8/22/19 Selection 4x 10 HF#2 Lu=6.0 Ft Conditions NDS 2015, DL adj:4:12 pitch Min Bearing Area R1=5.8 in2 R2=5.8 in2 (1.5)DL Defl= 0.06 in Data Beam Span 6.5 ft Reaction 1 LL 1381 # Reaction 2 LL 1381 # Beam Wt per ft 8.29# Reaction 1 TL 2367# Reaction 2 TL 2367# Bm Wt Included 54# Maximum V 2367# Max Moment 3847'# Max V(Reduced) 1806# TL Max Defl L/240 TL Actual Defl L/663 LL Max Defl L/360 LL Actual Defl L/>1000 Attributes Section (in3) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.12 0.06 Critical 39.92 15,70 0.33 0.22 Status OK OK OK OK Ratio 80% 49% 36% 26% Fb(psi) Fv(psi) E(psi x mil) Fc±(psi) Values Reference Values 850 150 1.3 405 _Adjusted Values 1156 173 1.3 405 Adjustments CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 0.9859 Rb= 10.47 Le= 12.09 Ft Loads Uniform LL:425 Uniform TL: 720 =A Uniform Load A 0 0 R1 =2367 R2=2367 SPAN=6.5 FT Uniform and partial uniform loads are lbs per lineal ft. Ben Thomas Residence BeamChek v2019 licensed to:Peter Chopelas, PE Reg#5508-68695 Ben Thomas residence Kitchen side door header Date:8/22/19 Selection 4x 10 HF#2 Lu =3.0 Ft Conditions NDS 2015, DL adj:4:12 pitch Min Bearing Area R1=8.1 in2 R2=4.0 in2 (1.5)DL Defl= <0.01 in. Data Beam Span 3.0 ft Reaction 1 LL 1779# Reaction 2 LL 890# Beam Wt per ft 8.29# Reaction 1 TL 3264# Reaction 2 TL 1638# Bm Wt Included 25# Maximum V 3264# Max Moment 3253'# Max V(Reduced) 3258# TL Max Defl L/240 TL Actual Defl L/>1000 LL Max Dell L/360 LL Actual Defl L/>1000 Attributes Section(in3) Shear(in2) TL Defl(in) LL Defl Actual 49.91 32.38 0.02 <0.01 Critical 33.50 28.33 0.15 0.10 Status OK OK OK OK Ratio 67% 88% 11% 8% Fb(psi) Fv(psi) E (psi x mil) FP I_(psi) Values Reference Values 850 150 1.3 405 _Adjusted Values 1165 173 1.3 405 Adjustments CF Size Factor 1.200 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 CI Stability 0.9936 Rb=7.48 Le=6.18 Ft Loads Point LL Point TL Distance 2669 B=4878 1.0 Pt loads: B R1 =3264 R2= 1638 SPAN=3 FT Uniform and partial uniform loads are lbs per lineal ft. Peter Chopelas PE BeanrChek v2019 licensed to: Peter Chopelas, PE Reg # 5508-68695 Ben Thomas reisdence kit back wall header Date: 9/24/19 19 Selection 4x 12 HF#2 Lu = 4.0 Ft Conditions NDS 2015 Min Bearing Area R1= 8.7 in2 R2= 3.4 in2 (1.5) DL Defl= 0.05 in Data Beam Span 6.5 ft Reaction 1 LL 1922 # Reaction 2 LL 747 # Beam Wt per ft 9.57 # Reaction 1 TL 3543 # Reaction 2 TL 1397 # Bm Wt Included 62 # Maximum V 3543 # Max Moment 6443 '# Max V (Reduced) 3534 # TL Max Defl L/ 240 TL Actual Defl L/ 881 LL Max Defl L/ 360 LL Actual Defl L/ >1000 Attributes Section (in3) Shear (in2) TL Defl (in) LL Defl Actual 73.83 39.38 0.09 0.04 Critical 72.64 30.73 0.33 0.22 Status OK OK OK OK Ratio 98% 78% 27% 18% Fb (psi) Fv (psi) E (psi x mil) Fc 1 (psi) Values Reference Values 850 150 1.3 405 Adjusted Values 1064 173 1.3 405 Adjustments CF Size Factor 1.100 Cd Duration 1.15 1.15 Cr Repetitive 1.00 Ch Shear Stress N/A Cm Wet Use 1.00 1.00 1.00 1.00 Cl Stability 0.9899 Rb = 9.53 Le= 8.24 Ft Loads Point LL Point TL Distance 2669 B =4878 1.82 Pt loads: 131 0 0 R1 = 3543 .., R2 = 1397 SPAN = 6.5 FT Uniform and partial uniform loads are lbs per lineal ft. 6 t OZ/ E/6 ` PilivC zoalArlif, T ,MSODZIVAuT IZIVAAV IO6 V/P1/xoquT/jtelnimoacoAtjwN00Iln0// osdir_T rail "IA ait aq flien ,terion e r, 7 . , _ ... _ .. .. . . ,.. 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