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Home My WebLink About3518 McDougal Street Address: 3518 McDougal Street City of Port An' g"eles Correction Notice Building Division Job Located at Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ---------------- These corrections must be made and are not to be covered until reinspection is made. When corrections have been made, please call 360-417-4815 for inspection. Date Inspector for Building Division DO NOT REMOVE THIS TAG PREPARED 6/10/13, 9:3 6:3 7 INSPECTION TICKET PAGE I CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/10/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 3518 MCDOUGAL ST SUBDIV: CONTRACTOR DOWNS, KYLE PHONE (360) 461-9911 OWNER MARGARET J LEVITAN PHONE PARCEL 06-30-15-5-2-0385-0000- APPL NUMBER: 13-00000018 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLFO 01 2/20/13 JLL BLDG FOUNDATION 2/20/13 AP February 20, 2013 10:10:28 AM pbarthol. 683-0986 February 20, 2013 4:57:43 PM jlierly. BL9 01 3/05/13 JLL BLDG SHEARWALL 3/05/13 AP March 5, 2013 8:45:59 AM pbarthol. Dan 417-1527 March 5, 2013 12:52:19 PM jlierly. BL3 01 3/21/13 JLL BLDG FRAMING 3/21/13 AP March 20, 2013 4:37:33 PM pbarthol. DAN 683-0986 March 21, 2013 4:23:17 PM jlierly. BL99 01 6/10/13 JLL BLDG FINAL Ck June 11, 2013 1:19:20 AM pbarthol. ,A)FIT Margarette 683-0986 -------------------------------------- COMMENTS AND NOTES -------------------------------------- PREPARED 6/24/13, 9:05:31 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 6/24/13 ------------------------------------------------------------------------------------------------ ADDRESS . : 3518 MCDOUGAL ST SUBDIV: CONTRACTOR DOWNS, KYLE PHONE (360) 461-9911 OWNER MARGARET J LEVITAN PHONE PARCEL 06-30-15-5-2-0385-0000- APPL NUMBER: 13-00000018 RES ADDITION ------ ----------------------------------------------------------------------------------------- PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -------------------------------------------------------------------------------- --------------- BLFO 01 2/20/13 JLL BLDG FOUNDATION 2/20/13 AP February 20, 2013 10:10:28 AM pbarthol. 683-0986 February 20, 2013 4:57:43 PM ilierly. BL9 01 3/05/13 JLL BLDG SHEARWALL 3/05/13 AP March 5, 2013 8:45:59 AM pbarthol. Dan 417-1527 March 5, 2013 12:52:19 PM jlierly. BL3 01 3/21/13 JLL BLDG FRAMING 3/21/13 AP March 20, 2013 4:37:33 PM pbarthol. DAN 683-0986 March 21, 2013 4:23:17 PM jlierly. BL99 01 6/10/13 JLL BLDG FINAL 6/11/13 DA June 10, 2013 8:19:20 AM pbarthol. Margarette 683-0986 June 11, 2013 8:0S:42 AM jlierly. CLear vegetation and install 6 mil poly/ roof sheathing on west side is exposed and needs to be protected from weather / exposure weather/jll BL99 02 6/17/13 JLL BLDG FINAL 6/17/13 DA June 17, 2013 9:07:33 AM pbarthol. Margret 683-0986 June 17, 2013 4:23:SO PM jlierly. protect roof decking from weather elements west side/jll BL99 03 6/24/13 BLDG FINAL June 24, 2013 8:21:45 AM pbarthol. Margret 683-0986 -------------------- - ---- ------ COMMENTS AND NOTES -------------------------------------- BUILDING PERMIT INSPECTION RECORD PLEASE 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 FINAL Date Accepted by 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 FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 x-) Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 13-00000018 Date 2/12/13 Application pin number . . . 696284 Property Address . . . . . . .3518 MCDOUGAL ST ASSESSOR PARCEL NUMBER: 06-30-15-5-2-0385-0000- REPORT SALES TAX Application type description RES ADDITION on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 9000 (Location Code 0502) ---------------------------------------------------------------------------- Application desc 156 SQ FT SUNROOM ADDITION ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ MARGARET J LEVITAN OWNER 3518 MCDOUGAL AVE PORT ANGELES WA 98362 ------------------------------ --- ------------------------------------------ Permit , . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc . . 15G SQ FT SUNROOM ADDITION Permit Fee . . . . 193.75 Plan Check Fee 125.94 Issue Date . . . . 2/12/13 Valuation . . . . 9000 Expiration Date 8/11/13' Qty Unit Charge Per Extension BASE FEE 95.75 7.00 14.0000 THOU BL-2001-25K (14 PER K) 98.00 ---------------------------------------------------------------------------- Special. Notes and Comments January 9, 2013 4:30:59 PM tarniot. the electrical service is clear of this construction. all electrical work will required an electrical permit.. The Fire Department has reviewed the project application and has no comments January 10, 2013 12:50:12 PM sroberds. The proposal will result in an addition remodel to a total of 2084 sq.ft. and lit lot coverage in the RS-9 zone. No land use issues anticipated. Public Works Utility Engineering has no requirements for this plan review. ---------------------------------------------------------------------------- Other Fees . . . . . . . STATE SURCHARGE 4.50 --------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ------------------ ---------- ---------- ---------- --------- Permit Fee Total 193.75 193.75 .00 .00 Plan Check Total 125.94 125.94 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 324.19 324.19 .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 is not 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. /V -I I Date Print Name Signature of Cnntractnr thnr47eri Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit THE D"V CITY OF TL I NGELES For City Use P� -jO A V� A S H I N G—T 0 N , U . S Permit# Date Received: 1- 7---:13 321 East 51h Street Port Angeles, WA 98362 Date Approved P: 360-417-4817 F: 360-417-4711 permits@cityofpa.us Building Permit Application Project Address: S 18 -15 MCI)ovy4 tfive-, P64-6"tlt.3 w �- q/63 -6z� Main Contact: rKA-,-9 r-e-t LeVI�4&� Phone # E-Mail: Property Name MA-.,94 Phone 83 —0%(� Owner Mailing Address- Email city State Zip -ys (2 M C-n V e" e Phone Contractor 4'Nam Mailing Adaress Email -Z Z,(-/ 45fiLre�l RD city State t Contractor License # Expiration: Project Value: Zoning: Tax Parcel # Lot#2-1 30 $ I 0c)(0, � G301-SSZ0D'6G70C)00 Typeof Residential Commercial 1:1 Industrial 1:1 Public 1:1 Permit Demolition Fire 11 Repair 1:1 Reroof(tear off/lay over) 11 For the following,fill out both pages of permit application: New Construction 11 Remodel 11 Addition Tenant Improvement Mechanical 1:1 Plumbing 0 Other 1:1 Existing Fire Sp inkler System? Maximum height of structure Proposed Bedrooms Pro sed Bathrooms Yes 11 , No Project Description �-d 0 C A UgUoSe� HoN gen4d gvo Q�. 4�� I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit. I understand that it is my responsibility to determine what permits are required and to obtain permits prior to working on projects. I understand that the plan review fee is not refundable after plan review has occurred. I understand that I will forfeit the review fee if I cancel or withdraw the application before the permit is issued. I understand that if the permit is not issued within 180 days of receipt,the application will be considered abandoned and the fees forfeit. Date Print Name Signature 13 Lle�j '(-Tw'� Residential Structures For Office Use Area Description(SQ FT) Existing, Proposed $$val Basement First Floor Oct Second Floor Covered'D6 cW/P�reh/Entry Deck Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions (SQ FT) ExIg Proposed $$Value Existing Structure(s) Proposed Addition Tenant Improvement? Other work(describe) Area Totals Lot/Site Coverage Calculations Footprint(SQ FT) of all Structures: Lot SO��: %Lot Coverage ,I � ?-() -� SQ FT Site coverage(all impervious+ %Site Coverage structures) Z-(Q t lz-oo 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 #of Outlets, I rl:r — Appliance Vent # Heater(Suspended,Floor,Recessed wall) # I< Boiler/Compressor Size: # Heating/Cooling appliance # I 'repair/alteration '0 Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #o Ou s: Ventilation Fan,single duct # Furnace/Heat Pump/ Size: # Ventilation System # Forced Air Unit I Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: r-j.- ''�a Water Heater # Medical gas piping #of Outlets: Water Line # V nt piping # r-v� Sewer Line # "-ol Industrial waste pretreatment # interceptor Other(describe): T:\BUILDING\APPLICATION FORMS\BUILDING PERMIT 081212.DOCX i \ ! FT ET E . \ C L-\ /l � ^ � / L/` . \ ) MEAN 1462 DOG 25 883 '\ 507 37 CIO ALM, 0 —',V7 ki. 3518 3 4 WY10WAVe C-25 CBA 100A c F,: 4 0 F 3606 -I 6'o -,V;Pt,9 e I/Tct es, a, -7 7- J-3 W k I r, A(e e tiv,4-9,0317— FILL I i_$ /. reel 1'0� Ae 7,9 7e(,-3� 7-0 IV 1-21A 14 4 AL 2-7- 3-ICVt W/ 14 6 t77- /wO h�e WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN WoodWorks@ Shearwalls 9.13 13002Lat.wsw Jan.22,2013 10:04:10 Proiect Informabo COMPANY AND PROJECT INFORMATION Company Gene Unger n ineering LLC. The Drawing Board - Levitan 1401 W. 7th St. Sun Room Addition Port Angeles, WA 98363 360-452-2098 DESIGN SETTINGS Design Code Wind Standard Seismic Standard IBC 2009/AWC 2008 SDPWS ASCE 7-05 All heights ASCE 7-05 0.70 Seismic . ASD Load Combinations - Building Code Capacity Reduction 1.00 Wind Wind Seismic 1.00 1.00 Service Conditions and Load Duration Max Shearwall Offset[ft] Duration Temperature Moisture Content Plan Elevation Factor Range Fabrication Service (within story) (between stories) 1.60 T<=100F 19% 10% 4.00 Maximum Height-to-width Ratio Wood panels Fiberboard Lumber Gypsum Wind Seismic Wind Seismic Blocked Unblocked 3.5 3.5 2.0 1.5 Collector forces based on... Wind Seismic Hold-downs Applied loads Never Never Drag struts Applied loads Ignore non-wood-panel shear resistance contribution... Shearwall Relative Rigidity: Deflection-based stiffness of wall segments Design Shearwall'Force/Len'gth: Based on wall rigidity/length Case 2 rigid diaphragm load distribution: 7596 loads, torsional moment SITE INFORMATION IBC Occupancy ASCE 7 Equivalent Category II - All others Category II - All others Wind Seismic ASCE 7-OS general analytic method for all bldgs ASCE 7-05 equivalent lateral force procedure Design Wind Speed 100mph Structure Type Regular Exposure Exposure C Design Category D Enclosure Enclosed Site Class D Topographic Information[ft] Spectral Response Acceleration Shape Height Length SI: 0.500g Ss: 1.250g Fundamental Period E-W N-S Site Location: T Used 0.095s 0.095s Approximate Ta 0.095s 0.095s Maximum T 0.114s 0.114s Response Factor R 2.00 2.00 Fa: 1-00 Fv: 1.50 Woodworks@ Shearwalis 13002Lat.wsw Jan.22,201310:04:10 Structural Data STORY INFORMATI.ON Hold-down Story Floor/Ceiling Wall Length subject to Bolt Elev[ft] Depth[in] Height[ft Ceiling 10.33 0.0 shrinkage[in] length[in] Level 1 2.33 10.0 8.00 13.8 14.6 Foundation 1.50 BLOCK and ROOF INFORMATION Block Roof Panels Dimensions[ft] Face Type Slope Overhang[ft] Block 1 1 Story E-W Ridge Location XX 0.00 0.00 North Side 30.0 2.00 Extent X,Y= 42.00 23.00 South Side 30.0 2.00 Ridge Y Location,Offset 11.50 0.00 East Cable 90.0 2.00 Ridge Elevation,.Height 16.97 6.64 West Gable 90.0 2.00 Block 2 1 Story N-S Ridge Location X,Y 0.00 23.00 North Gable 90.0 2.00 Extent X,Y= 12.00 9.00 South Joined 150.0 2.00 Ridge X Location,Offset 6.00 0.00 East Side 30.0 2.00 Ridge Elevation,Height 13.80 3.46 West Side 30.0 2.00 Block 3 1 Story N-S Ridge Location XX 22.00 23.00 North Gable 90.0 2.00 Extent X,Y= 16.00 13.00 South Joined 150.0 2.00 Ridge X Location,Offset 30.00 0.00 East Side 30.0 2.00 Ridge Elevation, Height 14.95 4.62 West Side 30.0 2.00 WoodWorks@ Shearwalls SOFTWARE FOR WOOD DESIGN 13002Lat.wsw WoodWorks(D Shearwalls 9.13 Jan.22,2013 10:02:39 Level I of 1 -50! 93.4—110.7110.7—93.4 104.8 93.4-116.5 116.5-93.4 1'04.8 A-rr -4(Y C6 C&C 23. 29.2 G 0) — D-2— -351 cNi cli ,30' co CI) C6 I-- LO C6 C? M (Ij P CI) LO —25' L6 LO 04 N 0 0i -2 ��4 0) co CI) 20' CI5 C, C6 014- C\I C-3 c) CY) U77 CD ClIF 15' L(V* 04 CY) 0 7 10, CY) 1535 C 2166D 7 fN C, C 1 C' C\,r9o,2 7 D7 0 B-1 C� �2 LO .0 7 7 LO 10 N 0) IY6 Q 607 CN 0 5' CY) CY) 04 In co LO Lo 04 LO CN C�0, Atk 333 A-1 I 1 0. C&C 23.6 29.2 C, 24.E 4.5 -5- 74.7 -10, -15' -5- 0. 5' 10, 15' 20' 25' 30' 35' 40' 45' 50' 55' Factored shearline force(lbs) Unfactored applied shear load(plf) Factored holddown force(lbs) Unfactored dead load(plf,lbs) e C Compression force exists (D--G Uplift wind load(plf,lbs) M Vertical element required Applied point load or discontinuous shearline force(lbs) Loads Shown:W;Forces:W+0.61D. oodWorks@ Shearwalls SOFTWARE FOR WOO D DESIGN 13002Lat.wsw WoodWorks@ Shearwalls 9.13 Jan.22,2013 10:02:39 Level 1 of 1 4G! C� 04 MCl) co C) C 57 -35' cli 2135 D 1 -3(Y (6 00 C\1 (? I? Cl) (0 Cl? I 00 r- 25' C V) 3658 C-2 CM C I C, C', 0. (N!M C) 2 U) C-3 M ce) (S 15' C� (0 LO 10, 2917 B-1 (o 17 ce) Cl) 0) N Ln 00 LO 04 691 Cl) A-1 1(b 10 55 190 115 337 75 03 63� 0' -5- 158— 125 -- 2 0=3 3 A 03.3 — ————!49.2 281.7—296.1296.1 —281.7 ---------?65.8 298.3—313M5.6—33M4—308.3 -10, -15' -5- 0. 5- 10, 15, 20' 26 30' 35' 40' 45' Factored shearline force(lbs) LLIJ Unfactored applied shear load(plf) 16 Factored holddown force(lbs) Unfactored dead load(plf,lbs) 0 C Compression force exists Applied point load or discontinuous shearline force(lbs) 0 Vertical element required Loads Shown:Qe; Forces:0.7E+0.6D; E pQe+0.2 Sds D;p(NS)=1.0; p(EW)=1.0;Sds=0.83. rdLuu I �f ooet /,.,:A E -3 7-19 -57 Ilf C9 J, -Or P-7& cf 4- 'q3-7 Lateral Panel Plywood or OSB Shear Walls (2009 IBC) [Continuity must be created from foundation to lateral panels] Maximum Lateral = 230 PLF 7/16 OSB (PS2) or CID Plywood (PS1) W1 unblocked diaphragms W/8d common nails at 6" o.c. edges and 12" o.c. field W/CBSQ66-SDS2 post bases corners & Central north wall W/ no special hold downs at wall panel ends. Maximum Lateral = 570 PLIF 7/16 OSB (PS2) or CID Plywood (PS1) W/all edges blocked W/2-1/2" WSNTL212S @2-1/2" o.c. edges and 6" o.c. field W/CBSQ66-SDS2 post bases corners & Central north wall W/ no special hold downs at wall panel ends. 13002LP -Z-;�- JTC-C� ZL� A"t-— rVy a 7o' -W.5 A/ 1910 P5 7- :Z/7--5 L I.- - - 1-1/he 1�1-17 IZ -Z Qq y No etk 7- az y c f Z3 rev Ty, .13 q,,j C3 ::4 VNI '71 IIT M! Cl)uUGA-L Am- LO�DS ROOF Pier footings are designed for a maximum.total p, Remove 0111 topsoil and organic material from build Roof Live Load (Snow) 25 psi exterior slabs and �olks attached to building, Foc .Dead Load 15 psf poured against firm. undisturbed bearing soil or op WALLS If overexcavation has occurred, backfill with lean c Exterior walls min.), or compacted fill confact in 6" loose filled 2x6 @16" o.c. wl 1/2" PLYWD Where sides of walls. footings, or grade beams art plywd. wood siding (DL) 15 psf earth, add I" concrete thickness to that face to r FLOOR cover. Bottom of exterior footings shall be a min Design Live Load 40 psf grade. ..Dead Load 22 psf I�pp"I UNC, ST F-p N C'R 1A.-I !q) Ito Pk MUD P,IA Ll S U N:;P Rr-H 14,1,e ).G IA 4)&k-T 14 '1 r P, MP. NNI t�P iDp�N P&O (D CD 7w—P'6-tF-LF"- Ty F- cy '�SCOPE OF '01 f�z, LINIv-rye T!71--, (E)L IV ING Room 0�)DECK I TIF 171-1 ')p I t CLOSET (G)PORCH FLIDOR PLA N N C lAtif 1 011 je__�404,)Ik4lb FW MN tN ROOF r-RAtAl P-T Ack Gl�(. PW>T V41 5 T p jj= Q 1 Vixv/�L-D LT C4 7-11:: /r. 00 44 Ix e W 1, 00 t en A4 3Y Q 13" R.: rovNDATic)w PL NN -.,40 14�=V-011, �—W Wo K L LE 5 N) V LLL DCA E- Q3( WALL (N) CTUTTP�R Mfopl;�y AS,RE(4.. UT E LU 7- LL LU O;t ROOF PL,&N NDtkrH J--m Q�IeLF- END (ly� Roof� W 1yq tp) f'R DXE?r_r_P POST, ff KIM- ) All - "(pt N 1-V i )WI JU It 81) jNc D CT 0 7 64 D) v jp-�' A 0 1 T To iqoo� (N) S(PRIG Tf,/v\ATcf4 UTTC7 1,co oa Co -ryp CE)SI oj"� (E SAKCfE 8D 'KG E t-z x t 7�Fl Ile cf 10 LII�T,4 v WT 9-A D� C, t��"T SL k D r_- i421 7 NT�2(5FF-FA�Le) > B ff\,r tApk L C"Mi 4 9 .(41 pot)REcimi PLAUF F'—----=-------- = z :4----co r4 c p I rz R��bOT I fiGr = L40 00 Ac, Z LOA\ Z -4 U P,E P.\PW�C-k SF(—T/ONA\c)ry\F-N T..FP j�M f� �:=1/—/ tl... -.S... TRUCTURAL HARDWARE&CONNECTION TABLE op SYM130L LATERAL LOAD UPLIFT/HOLD DOWN DISCRIPTION LAT.1 715 min 1070 max 1070 min 1785 max Simpson ACE6 pg 62 LAT.2 715 min 1070 max 1430 min 2500 max Simpson AC6 pg 62 w oc LAT.3 1000 1750 Simpson EPC64 pg 62 — t LATA fl 485 f2 165 585 Simpson HI pg 182 HU26 Simpson joist hanger t gi