The URL can be used to link to this page

Home My WebLink About830 Boathaven Drive Address: 830 Boathaven Drive PREPARED 5/31/16, 10:08:22 INSPECTION TICKET PAGE 6 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 5/31/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 830 BOATHAVEN DR SUBDIV: CONTRACTOR : PHONE OWNER PORT ANGELES MARINE DOCK PHONE PARCEL 06-30-00-0-7-9825-5002- APPL NUMBER: 16-00000471 COMM REMODEL ------------------------------------------------------------------------------------------------ PERMIT: BPC 00 BUILDING PERMIT - COMMERCLAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---- --- ------ BL3 01 5/04/16 PB BLDG FRAMING 5/06/16 AP May 4, 2016 9:57:54 AM pbarthol. Rick 460-0139 May 6, 2016 12:48:13 PM pbarthol. BL99 01 5/31/16L BLDG FINAL May 27, 2016 2:09:34 PM jlierly. 460-0139 call first -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 • Application Number . . . . . 16-00000471 Date 4/25/16 Application pin number . . . 059427 Property Address . . . . . . 830 BOATHAVEN DR REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-7-9825-5002- Application type description COMM REMODEL on your state excise tax form Property Name . . . . . . to the City of Port Angeles Pro ert Use Property Zoning . . . . . . . INDUSTRIAL HEAVY (Location Code 0502) Application valuation 18000 Application desc REMODEL EXISTING SHOP FOR OFFICE ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ PORT ANGELES MARINE DOCK OWNER 832 BOATHAVEN DR PORT ANGELES WA 983622101 ---------------------------------------------------------------------------- Permit . . . . . . BUILDING PERMIT - COMMERCIAL `1 Additional desc . Permit Fee . . . . 319.75 Plan Check Fee 207.84 Issue Date . . . . 4/25/16 Valuation . . . . 18000 • Expiration Date 10/22/16 N 1�, Qty Unit Charge Per Extension BASE FEE 95.75 - 16.00 14.0000 THOU BL-2001-25K (14 PER K) 224.00 - - --------------------------------------------------------- d Special Notes and Comments 0 April 25, 2016 1:12:47 PM pbarthol. no planning land use problems anticipated- ---------------------------------------------------------------- Other Fees . . . . . . . . . STATE SURCHARGE 4.50 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------------ ---------- (�/� Permit Fee Total 319.75 319.75 .00 .00 Plan Check Total 207.84 207.84. .00 .00 Other Fee Total 4.50 4.50 ,. .00 .00 Grand Total 532.09 532.09 .00 .00 Separate Permits are required for electrical work,SEPA,Shoreline,ESA,utilities,private and public improvements.This permit becomes . null and void if work or construction authorized isnot commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days from the last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state or local law regulating construction or the performance of construction. 2�"� Date Print Name Signature of Contractor or thorize Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit �.BUILDING PERMIT INSPECTION RECORD - 'LEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line Meter to Bldg) Gas Line Back Flow/Water AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parkin /Lighting ESA: Landscaping SHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE Inspection Type _ Date Accepted By Electrical 417-4735 Construction -R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 THE CITY � 0� �€ l� N �';� S For City Use Y OF Permit# W( A S H l N G T o N , U . S. Date Received: L( b 321 E Slh Street Date Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:germits@cityofpa.us 4 BUILDING PERMIT APPLICATION Project Address: gidAT \1 - �a)z�-- A/✓ S /j ,,65 5m1V74, ij17&,ZT Phone: Primary Contact: (-I 5n17P an Email: a dSAr-C • c.a wt Name G IJ�G 1Z }_. A 1 Phone-2 4-01 - 6(455 Property Mailing Address �®. N /1�A5T�e7 V-D Email �Y Owner City FbP,_ �( „CjOL� State w Zip y Name 'AAV MOW�i1 Phone V,�`IY Contractor Address Email Information City State Zip Contractor License# Exp.Date: _Legal Description: Zoning: Tax Parcel# Pro)qct Value- (m terials and labor) �— $ Residential ❑ Commercial Er Industrial ❑ Public ❑ Permit Demolition ❑ Fire ❑ Repair ❑ Reroof(tear off/lay over) ❑ Classification For the following. fill out both pages of permit application: (check New Construction ❑ Exterior Remodel ❑ Addition ❑ Tenant Improvement appropriate) Mechanical ❑ Plumbing ❑ Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Prosed Bedrooms or Existing? Yes ❑ No Existing? Yes ❑ No In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to storm wt cit o s Project Description Pehdy�IL 4W/1511A/61 SHQF �615 , N / pus i V-P)1,L VJ4LLs 47- N (faAIIV6,ea, V-7-J tM t9!;?[V1 r)W- Now s1 NJL Is project in a Flood Zone: Yes ❑ No❑ Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ - I have read and completed the application and know it to be true and correct. I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. A 1A1\V I.l sur. , 42 pia_ Date Print Name Si nature Residential Structures Existing Proposed Construction For Office Use Area Descriptions (SQ FT) Floor area Floor area $Value new area Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or i" floor) Garage Carport Other(describe) Area Totals Commercial Structures Area Descriptions (SQ FT) Existing Proposed Construction For Office Use Floor area Floor area $Value new area Existing Structure(s) Proposed Addition .Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lot Size (sq ft) Lot Coverage(sq ft)foot print of %Lot Coverage(Total lot cov_lot size) Max Bldg Height all structures sq ft Site Coverage (Sq Ft of all impervious) %of Site Coverage (total site cov_lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Suspended,Floor, Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # re air/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Water Heater # Plumbing Vent piping # Medical gas piping #of Outlets: Water Line # Fuel gas piping #of Outlets: Sewer Line # Industrial waste pretreatment interceptor Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx t .4•• ,�4 J ) O ':k W Y . Y 00 CD IX 6 00 OD N f rn Porf Angeles Marine.. Inc. 832 Boat Haven Drive Port Angeles, WA 98363 (360) 457-4505 Fax (360) 457-4921 <:� -jk *T lk7tk4 Gam- . APR` 05 2016 CI OF P , T�6"N LES ; COMMUNITY&ECONOl Ilc DEVELOPMENT 1J BER.A, C H T A R 319 s.peabody,suite b;port angeles,wa 98362 360.452.6116/fax 360.452.7064 Project: 930 tC9S lAAVVV Project No. Subject'-jml }"OIZ y1' CM. By: c77 Date: IMiN �J,ljj]� Sheet . / of lik p 7Sm�L D 2 i I i \ I I I I I I Project: page Charles D Smith Location: Uniformly Loaded Floor Beam 1 Uniformly Loaded,Floor Beam of [2012 International Building Code(2012 NDS)] 1.5 IN x 5.5 IN x 3.5 FT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.1.4 3/28/2016 12:22:41 PM Section Adequate By:7.1% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.04 IN U1104 Dead Load 0.00 in Total Load 0.04 IN U982 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: L/240 REACTIONS A_ B Live Load 656 Ib 656 Ib Dead Load 82 Ib 82 Ib Total Load 738 Ib 738 Ib Bearing Length 0.79 in 0.79 in BEAM DATA Center Span Length 3.5 ft Unbraced Length-Top 1.33 ftA- 3.5ft B Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES #2-Douglas-Fir-Larch(North) FLOOR LOADING Base Values Adjusted Side 1 Side 2 Bending Stress: Fb= 850 psi F. Floor Live Load FLL= 125 psf 40 psf = 1097 psi Floor Dead Load FDL= 15 psf 15 psf Shear Stress: Fv= 180 psi Fv' 180 psi Cd=1.00 C1=0.99 CF= Floor Tributary Width FTW= 3 ft 0 ft = Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc- t'= 625 psi BEAM LOADING Beam Total Live Load: wL= 375 plf Controlling Moment: 646 ft-Ib Beam Total Dead Load: wD= 45 plf `1.75 ft from left support Beam Self Weight: BSW= 2 plf Created by combining all dead and live loads. Total Maximum Load: wT= 422 plf Controlling Shear: -738 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Reo'd Provided Section Modulus: 7.06 in3 7.56 in3 Area(Shear): 6.15 in2 8.25 in2 Moment of Inertia(deflection): 6.78 in4 20.8 in4 Moment: 646 ft-Ib 691 ft-Ib Shear: -738 lb 990 lb I� Project: page ,. Charles D Smith Location: Uniformly Loaded Floor Beam 1 / Ur4ormly Loaded Floor Beamx of [2012 International Building Code(2012 NDS)] „V 1.5 INx5.5INx3.OFT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.1.4 3/28/2016 12:23:23 PM Section Adequate By:45.7% Controlling Factor:Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.02 IN U1753 Dead Load 0.00 in Total Load 0.02 IN U1559 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 563 Ib 563 Ib Dead Load 70 Ib 70 Ib Total Load 633 Ib 633 Ib Bearing Length 0.67 in 0.67 in BEAM DATA Center Span Length 3 ft Unbraced Length-Top 1.33 ft -A— --__ 3 n —B Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) Base Values Adjusted Side 1 Side 2 Bending Stress: C = 850 psi F. Floor Live Load FILL= 125 psf 40 psf = 1097 psi Floor Dead Load FDL= 15 psf 15 psf Shear Stress: Fv= 180 psi Fv' 180 psi W d=1.00 C1=0.99 CF= Floor Tributary Width FT = 3 ft 0 ft = Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc-1= 625 psi Fc-1'= 625 psi BEAM LOADING Beam Total Live Load: wL= 375 plf Controlling Moment: 474 ft-Ib Beam Total Dead Load: wD= 45 plf '1.5 ft from left support Beam Self Weight: BSW= 2 plf Created by combining all dead and live loads. Total Maximum Load: wT= 422 plf Controlling Shear: -633 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Read Provided Section Modulus: 5.19 in3 7.56 in3 Area(Shear): 5.27 int 8.25 in2 Moment of Inertia(deflection): 4.27 in4 20.8 in4 Moment: 474 ft-Ib 691 ft-Ib Shear: -633 lb 990 lb Project: Page Charles D Smith Location: Uniformly Loaded Floor Beam 3 Untormly Loaded Floor Beam M, or [2012 International Building Code(2012 NDS)] (2)1.5 INx5.5INx5.OFT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.1.4 3/28/2016 12:30:06 PM Section Adequate By:39.7% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.06 IN U1010 Dead Load 0.01 in Total Load 0.07 IN U892 Live Load Deflection Criteria: U360 Total Load Deflection Criteria: U240 REACTIONS A_ B Live Load 703 Ib 703 Ib Dead Load 93 Ib 93 Ib Total Load 796 Ib 796 Ib Bearing Length 0.42 in 0.42 in BEAM DATA Center Span Length 5 ft47 Unbraced Length-Top 1.33 ft A sn — Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) Base Values Adjusted Side 1 Side 2 Bending Stress: Fb= 850 psi Fb'= 1103 psi Floor Live Load FLL= 125 psf 40 psf Floor Dead Load FDL= 15 psf 15 psf Cd=1.00 C/=1.00 CF=1.30 Floor Tributary Width FTW= 2.3 ft 0 ft Shear Stress: Fv= 180 psi Fv'= 180 psi Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.1 to Grain: Fc-1= 625 psi Fc-1'= 625 psi BEAM LOADING Beam Total Live Load: wL 281 plf Controlling Moment: 995 ft-Ib Beam Total Dead Load: wD 34 plf 2.5 ft from left support Beam Self Weight: BSW= 4 plf Created by combining all dead and live loads. Total Maximum Load: wT= 319 plf Controlling Shear: 796 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Rep'd Provided Section Modulus: 10.83 in3 15.13 in3 Area(Shear): 6.64 in2 16.5 in2 Moment of Inertia(deflection): 14.83 in4 41.59 in4 Moment: 995 ft-Ib 1390 ft-Ib Shear: 796 lb 1980 Ib page Project: Charles D Smith Location: Uniformly Loaded Floor Beam 4 Uniformly Loaded Floor Beam [2012 International Building Code(2012 NDS)] or 3.5 INx5.5INx6.OFT #2-Douglas-Fir-Larch(North)-Dry Use StruCalc Version 9.0.1.4 3/28/2016 12:30:50 PM Section Adequate By: 13.0% Controlling Factor: Moment DEFLECTIONS Center LOADING DIAGRAM Live Load 0.11 IN U682 Dead Load 0.01 in Total Load 0.12 IN U601 Live Load Deflection Criteria: L/360 Total Load Deflection Criteria: U240 REACTIONS A B Live Load 844 Ib 844 Ib Dead Load 114 Ib 114 Ib Total Load 957 Ib 957 Ib Bearing Length 0.44 in 0.44 in BEAM DATA Center Span Length 6 ft Unbraced Length-Top 1.33 ft -A sn — Floor Duration Factor 1.00 Notch Depth 0.00 MATERIAL PROPERTIES FLOOR LOADING #2-Douglas-Fir-Larch(North) Side 1 Side 2 Base Values Adjusted Floor Live Load FLL= 125 psf 40 psf Cd=1.00 C1 Bending Stress: = 850 psi F. = 1104 psi Floor Dead Load FDL= 15 psf 15 psf Shear Stress: Fv= 180 8CF= Floor Tributary Width FTW= 2.3 ft 0 ft 0 psi Fv' 180 psi= Cd=1.00 Wall Load WALL= 0 plf Modulus of Elasticity: E= 1600 ksi E'= 1600 ksi Comp.-L to Grain: Fc- = 625 psi Fc-1'= 625 psi BEAM LOADING Beam Total Live Load: wL= 281 plf Controlling Moment: 1436 ft-Ib Beam Total Dead Load: wD= 34 plf 3.0 ft from left support Beam Self Weight: BSW= 4 plf Created by combining all dead and live loads. Total Maximum Load: wT= 319 plf Controlling Shear: -957 Ib At support. Created by combining all dead and live loads. Comparisons with required sections: Recd Provided Section Modulus: 15.61 in3 17.65 in3 Area(Shear): 7.98 int 19.25 int Moment of Inertia(deflection): 25.62 in4 48.53 in4 Moment: 1436 ft-Ib 1623 ft-Ib Shear: -957 lb 2310 lb