The URL can be used to link to this page

Home My WebLink About2432 Woodside Circle Address: 12432 Woodside Circle PREPARED 8/23/16, 10:34:11 INSPECTION TICKET PAG9 5 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 8/23/16 ------------------------------------------------------------------------------------------------ ADDRESS . ; 2432 WOODSIDE CIR SUBDIV: CONTRACTOR AAWNINGS/SUNRboms/DISTNCTN,INC PHONE (360) 681-2727 OWNER LELAND R AND PAULA A BOND PHONE (206) 729-0416 PARCEL 06-30-01-5-9-0130-0000- APPL NUMBER: 16-00000644 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BL1 01 6/02/16 JLL BLDG FOUNDATION FOOTING 6/03/16 AP June 2, 2016 8:56:27 AM j,lierly. REX 460-7317 June 3, 2016 10:12:13 AM jlierly. BL3 01 7/13/16 JLL BLDG FRAMING 7/13/16 AP July 13, 2016 8:30:09 AM jlierly. Brad 461-2627 JU ly 13, 2016 3:51:24 PM jlierly. BL99 01 8/23/16 BLDG FINAL August 22, 2016 10:49:18 AM jlierly. Bond 206-729-0416 -------------------------------------- COMMENTS AND NOTES -------------------------------------- CITY OF PORT ANGELES =Ihm� DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00000644 Date 5/31/16 Application pin number . . . 81701G Property Address . . . . . . 2432 WOODSIDE CIR ASSESSOR PARCEL NUMBER: 06-30-01-5-9-0130-0000- REPORT SALES TAX Application type description RES ADDITION on your state excise tax form Subdivision Name . . . . . . Property Use . . . . . . . . to the City of Port.An h ge,es,,.,,I" - Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY (Location Code 0502),-z, Application valuation . . . . 22236 ----------------------------------------------------------------------- *Application desc 252 sf unheated sunroom -------------------------------------------------------------------------- Owner Contractor ------------------------ _._.-L-E-L-A-N-D--R--A-N-D--P-A-U-L-A--A--B-0-ND AAWNINGS/SUN-kOOMS/DISTNCTN INC 2432 WOODSIDE DR 141 TIMBERLINE DR PORT ANGELES WA 983631448 SEQUIM WA 98382 (206) 729-0416 (360) 681-2727 Other struct info . . . . .. HARD SURFACE AREA ------ - - - - - - -------- ------ ------------ Permit BUILDING PERMIT -RESIDENTIAL Additional desc 252 SF UNHEATED SUNROOM Permit Fee . . . . 389.75 Plan Check Fee 253.34 Issue Date . . . . 5/31/16 Valuation . . . . 22236 Expiration Date 11/27/16 Qty Unit Charge Per Extension BASE FEE 95.75 21.00 14.0000 THOU BL-2001-25K (14 PER K) 294.00 ---------------------------------------------------------------------------- Special Notes and Comments The Fire Department has reviewed the project application and has no comments May 10, 2016 11:02:04 AM pbarthol. Project is hold while property owner applies for a variance as of 5/9/16. pb May 23, 2016 10:07:30 AM permits. Priject results in the addition of a 252sf sunroom. 19.7% lot coverage, 29.95% site coverage. no land use problems anticipated� May 13, 2016 11:45:44 AM banders. OK 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 389.75 389.75 .00 .00 Plan Check Total 253.34 2-53.34 .00 .00 Other Fee Total 4.SO 4.50 .00 .00 __31 Grand Total 647.59 647.59 .00 .00 Separate Permits are required forelectrical 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 iro rn the� last inspection. I hereb'certilfy t I have read and examined this application and know the same to be true and correct. All provisions y of laws and ordinances overni g th s type of work will be complied with whether specified herein or not. The granting of a permit does g( t not presume to give authorit, vio ate or cancel the provisions of any state or local law regulating construction or the performance of construction Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 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. Inspec tion 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 lSkirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighti g [ESA: S Landscaping SHORELINE: 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 Planning 417-4750 I Building 417-4815 TH For City Use Cll�y OF RT ANGELES '110 i- 16- 6qq p,l_ -L I Permit# W A S H I N G T 0 N, U . S. Date Received: ric/t(e 321 E Sth Street Date Approved Port Angeles,WA 9836 It -r P:360-417-4817 F:360-417-4711 1, Email:permitsOcityofpa.us BUILDING PERMIT APPLICATION ProjectAddress: Z'�3Z Cir-, PrimaryContact: P3Y--A(D Phone: I- 2_Le 2�Q &C I I Email: Name Phone 2-0t,- 7 14 1 Property MailingAddress Email Owner &L V-� City State zip Name Phone Contractor Address Email o--�,oA (2t, Information city SF�'Qo I nA State Zip Contractor License# Exp.Date: 4/ Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) $ 2-2- Z3(.0 , C)G Residential Commercial �rial 171 Public 0 Permit Demolition 11 Fire 0 Repair 11 Reroof(tear off/lay over) El Classification For the following.fill out both pages of permit aDDlication: r-%/ (check New Construction Exterior Remodel 0 Addition �a Tenant Improvement appropriate) Ix Mechanical El Plumbing 0 Other 0 Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes 13 No 13 1 Existing? Yes 13 No 0 1 1 In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormwaterocityofka.us Project Description X, ZY Is project in a Flood Zone: Yes [3 Nolo Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ 1 have read and completed t e 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. Date U30 I(e Print Name&A0 Signat re 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 2"'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 4P19t!t �all structures ZO?92 sq ft ZF-7 1 15 1 Site Coveri��e(Sq Ft of all impervious) %of Site Coverage(total site cov-- lot size) 522(e 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 # repair/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 fixtu e 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 Other(describe): interceptor(Gre.ase Trap) Size T:\Forms\2015 CED Form Updates\Building&Permitting\BP\Building Permit 20150415.docx zz L3 2/�'Z F1 IID NZ 4Z IG 10c, :7 7 '30 C)5, ju 1 'y, 0. MIS Why is SAAA so A SURM if) 0 1\ 21 ��IAATNGS ARE SELATTY TO AAT,.�) Lots. 015"AWS 4EQuEs 0'' CRID ARZ MWO IF WaRTUTIC, GROUND 31STANCE, jo .0-28, CUPVE, CWTVA .. ........ 3G,—X 15TRAW*-Tr 4"- -7 T 4.9 47 -4 ,"A. - .8 0 14 mi 7 J, A G� lull, c 4 5`�� "Pco ll,/7 1 9 �3 DC-, 3,v L - oil W ,3� , �O:4' R. ,4 2,( C 4. ,-.- 7<0 6.5 4-2? 00 4.-* f-� 55 41 8: Mon 4�5 C 4*JCX�'4- -4- CIO ..... ..... ........... '04, /3 1�9 4. 409 AW -NO: 4,;Z" .39 492 91c .......... 14 7" zl - G' 3 2 V ef A? 721 YC", ,'13 TA?E E 7- A � 3 2427 2421 INA 2415 lip 2452 2432 WK jot. lip JV 2410 2420 2332 2416 SIP ENGINEERING CONSULTANTS, LLC NG LL C iL-o[brmLsoLnFuum 14845 SW MURRAY SCHOLLS DR. SUITE110 PMB30)]6 BEAVERTON,OR 97007 910 W.I lth ST.SUITE#A OFF:(800)810-7666 503-564-4178 VANCOUVER,WA 98660 FAX:(360)699-6476 Mike@SlPconsultants.co E-MAIL:INFO@GLOBALSOLARIUMS.COM WEB:WWW.GLOBALSOLARIUMS.COM STRUCTURAL CALCULATIONS BOND RESIDENCE SUNROOM 2432 WOODSIDE CIR. PORT ANGELES, WA J. VVA t9 4-18-16 0 DESIGN WIND SPEED 0 1656 130 MPH ( ULT.) G/ST L EXPOSURE C F EXPIRES 3/21/18 4-48-16 LATERAL WIND LOAD CALCULATIONS PER ASCE 7-10 SECTION 27.4.1 leeward windward -0.60 -0.18 12 1 F- % 1.3 ft I N 0-F— -"—, 0 EXTERNAL PRESSURE COEFFICIENTS, Cp AISC 7-10 FIG. 27.4-1 0.80 BUILDING WIDTH (parallel to load) = 10.5 ft L B = 0.44 BUILDING LENGTH (perp to load) = 24 ft h L = 0.75 LILT. WIND SPEED 130 MPH kh = 0.85 EXPOSURE c kz = o.85 kzt = 1 ROOF ANGLE 7.1 DEG. RIB SPACING 35.5 in. oc kd = 0.85 LOW END WALL HT 7.17 Ft V = 130 DIAG. ROOF DIM. 10.6 Ft (ridge to eave) ( ASD qh = (.6) .00256 kh kzt kd V2 18.7 psf ( ASD qz = (.6) .00256 kz kzt kd V 2 18.7 psf WIND PRESSURE, p = q G Cp G 0.85 LOADING TOWARD RIGHT LOADING TOWARD LEFT WINDWARD LEEWARD WALL ROOF ROOF WALL PRESSURE (psf) 13 -3 -10 8 TOTAL LOAD (1b) 46 -30 -101 29 HORIZ. LOAD (plf) 46 -4 12 29 TOTAL HORIZ. LOAD 46 PLF 41 PLF Negative roof loading ignored COMPONENT WALL LOAD = qh (GCp + .18 ) .9 = -21.9 psf GCp = -1.1 COMPONENT WALL LOAD AT CORNERS = -26.3 psf withir 3.0 ft ROOF COMPONENT WIND LOADING 2 PER ASCE 7-10 SECTION 30.4.2 COMPONENT ROOF LOAD = qh (GCp - .18 ) ZONE 1 DEAD LOAD = 2.5 psf 0.38 (10.5) 25 (-26.8) ZONE 1 APPLIES OVER 4.6 ft \1 35 pif ZONE 1 0.38 (10.5) 123 plf -1.10 (-24.0) ZONE 2 0.38 ( 10.5) PRESSURE COEFFICIENTS, -1.25 (-26.8 GCp AISC 7-10 FIG. 30.4-5A Eave Reaction PSF LOADS IN 135 pIf 123 ZONE 2 APPLIES OVER A DISTANCE a 3.0 ft pIf FROM THE EAVE&RIDGE psf ft psf EAVE/RIDGE REACTION (2)(26.8) (3.0) +(24.0)( 4ft6 2 EAVERIDGE REACTION 135 plf along length of wall ( CONSERVATIVELY USING ZONE 2 AT HIGH END ALSO ) REACTION AT BASE OF WALL AT EACH RIB 300 LB TYPICAL EA VE WALL RIB # 15520 CASE I DL + SL HEIGHT = 7 ft CASE 2 DL + (.75) SL+ (.75) WL RIB SPACING = 35.5 in CASE 3 .6 DL + SL ROOF RIB SPAN = 10.5 ft ROOF DEAD LOAD = 4.2 psf ROOF SNOW LOAD = 25 psf 1141 WIND LOAD = 24 psf CASE 2 BENDING MOMENT = 330 lb-ft CASE 3 BENDING MOMENT = 440 lb-ft CASE I AXIAL LOAD = 454 lb CASE 2 AXIAL LOAD = 356 lb CASE 3 AXIAL LOAD = 39 lb Fy = 35 ksi Sx = 1.655 in A 3 Ix = 3.093 in A 4 E = 10,100 ksi ry = 0.68 in A = 2.075 in'12 TotalLoadDefl. = 0.12 in. < L / 60 1 .40 in. OK ALLOWABLE CASE 1 : Bending Stress, fb = 0.00 ksi < Fb = 20.73 ksi OK CASE 2: Bending Stress, fb = 2.39 ksi < Fb = 20.73 ksi OK CASE 3: Bending Stress, fb = 3.19 ksi < Fb = 20.73 ksi OK CASE 1 : Axial Stress, fc = 0.22 ksi < Fc = 3.37 ksi OK CASE 2: Axial Stress, fc = 0.17 ksi < Fc = 3.37 ksi OK CASE 3: Axial Stress, fc = 0.02 ksi < Fc = 3.37 ksi OK fb + fc 0.00 + 0.06 0.06 < 1 CASE 1 : OK Fb Fc 0.12 + 0.05 0.17 < 1 CASE 2: OK 0.15 + 0.01 0.16 < 1 CASE 3: OK ALLOWABLE BENDING & COMPRESSIVE STRESS DETERMINATION: BUCKLING CONSTANTS t Tube width, b = 2 in Bp = 45 ksi Bbr = 66.8 ksi Tube depth, d = 1.5 in Dp = 0.30 ksi Dbr = 0.666 ksi Side Wall Thickness, tw = 0.118 in C c 66 m = 0.65 Flange Wall Thickness, tf = 0.236 in D s 0.14 ksi Bs 27.2 ksi Omega = 1.65 Torsion Constant, J = 2 F cy 35 ksi F ty 35 ksi Fsy 21 ksi Slenderness ratio, S, of flange b/tf = 7.5 < S 1 = 20.8 Fb/Omega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio, S, of web d/tw = 8.7 < S1 = 49 Fb/omega Section B.5.5.1 web 2 7.6 ksi Web Compression For Uniform Flange Tension, Fb/omega = ksi Section F.8.1.1 For Uniform Web Flexure, Fb10mega = 2 7.6 ksi Section F.8.1.2 LATERAL TORSIONAL BUCKLING Section F.3.1 S = 177 < S2 1685 FbIOmega = 23.9-0.238 SAO.5 2 0.7 ksi = Low. Allow. Stress Allowable Bending Moment = 1,734 lb-ft Yield Stress Reduction Factor = 0.59 Fy MEMBER BUCKLING Section E3 k kL/r 124 > S2 66 F/omega=51,352/(S*S) FC10mega 3.37 ksi (omega Member Buckling Stress 3.37 1.65 5.6 ksi Area Allow. Axial Load 3.37 (2.08 7.0 k ksi sq. in. CONTROLS LOCAL BUCKLING Section E4 Slenderness ratio, S, of flange b/tf 7.5 < S1 = 20.8 FC10mega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio, S, of web d/tw 8.7 < S1 = 20.8 FC10mega Section B.5.4.2 web 21.2 ksi Web Compression ksi sa. in. Weighted Ave. Allow. Buckling Load = 21.2 (2.08) 44.0 k Area ELASTIC BUCKLING STRESS Section B.5.6 Member Buckling Stress, Fe = 513 ksi > 5.6 ksi per Section E.3 above TYPICAL ROOF RAFTER WT = 2.44 pif SPAN = 10.25 ft SNOW LOAD = 25 psf DEAD LOAD = 4.5 psf RIB SPACING = 2.96 ft oc Fy = 35 ksi Sx = 1.655 in A 3 Ix = 3.093 in A 4 E = 10,100 ksi Bending Moment = 1146 lb-ft ( DL + LLONLY ) Bending Stress, fb = 8.3 ksi < 19.8 ksi OK allowable Shear Stress, v = 0.6 ksi < 12.7 ksi OK allowable Total Load Defl. = 0.69 in. < L / 60 = 2.05 in. OK DL + ILL ) L / 60 allowed per footnote "h" in Table IBC 1604.3 Dead Load Defl. = 0.11 in. DL ONLY ) GRAVITY REACTION = 447 LB 7 TYPICAL ROOF RAFTER ALLOWABLE BENDING STRESS DETERMINATION: BUCKLING CONSTANTS Tube width, b = 2 in Bp = 45 ksi Bbr = 66.8 ksi Tube depth, d = 3 in Dp = 0.30 ksi Dbr = 0.666 ksi Side Wall Thickness, tw = 0.118 in Cc = 66 m 0.65 Flange Wall Thickness, tf = 0.236 in Ds 0.14 ksi Bs 27.2 ksi Omega = 1.65 Torsion Constant, J = 1.5 F cy 35 ksi F ty 35 ksi Fsy 21 ksi Slenderness ratio of flange, b/tf = 7.5 < S 1 = 21 FbIOmega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio of web, d/tw = 21.4 < S 1 = 49 Fblomega Section B.5.5.1 web 27.6 ksi Web Compression For Uniform Flange Tension, Fb10mega = 21.2 ksi Section F.8.1.1 For Uniform Web Flexure, Fb10mega = 27.6 ksi Section F.8.1.2 LATERAL TORSIONAL BUCKLING Section F.3.1 S = 299 < S2 1685 Fblomega 19.8 ksi = Low.Allow. Stress Allowable Bending Moment = 1,654 lb-ft Yield Stress Reduction Factor = 0.57 Fy WEB SHEAR Section G.2 Slenderness ratio of web, d/tw = 21.4 < S1 35.2 Fslomega web = 12.7 ksi Design M t :11 Allowable Stress Design(ASD) Connection Type'I Lateral loading -J Fastener Typej Lag Screw Loading Scenario.11 Single Shear Hem-Fir i F Main Member Type J �[:::�ai�n�MemberThickness.IF5.5 in. Main Member:Angle of Load to Grain,110 Side Member Type'll Steel IF Tide jr11 gage ___�jember Thickness Angle of Load 1110 to-Grain]--- Washer Thic�nes;� Nominal Diameter-1 7/16 in. Length 4 in. Load Duration Factor!I C D= 1.15 .- 1 7 Wet Service Factor,11 C—M = 1.0 End Grain Factodl Ceg = 1.0 Tempera t ure Fa c or-Fct= 1.0 Connection Yield Modes Im 1629 lbs. Is 700 lbs. _1733 lbs. Ills 332 lbs- --�7 _IV -F44 �b�. ,1_ _Adjusted ASD Capacity 332!bs. REFERENCE DETAIL 7 D-2. CAP. OF 2 LAGS = 664 lb > 447 Ib OK ENDWALL DOOR HEADER # 15518 HEIGHT = 8 ft WIND LOAD = 21.9 psf TRIBUTARY WIDTH = 48 in Fy = 35 ksi Sx = 0.544 in'13 Ix = 0.569 in A 4 E = 10,100 ksi Bending Moment 701 lb-ft ( DL + LLONLY ) Bending Stress, fb 15.5 ksi < 28.21 ksi OK allowable Shear Stress, v 11 .9 ksi < 16.93 ksi OK allowable Deflection 1 .40 in. < L / 60 = 1.60 in. OK ( WIND L / 60 allowed per footnote "h" in Table IBC 1604.3 REACTION 350 LB 10 ENDWALL RIB # 15518 ALLOWABLE BENDING STRESS DETERMINATION: BUCKLING CONSTANTS Tube width, b = 2 in Bp = 45 ksi Bbr = 66.8 ksi Tube depth, d = 1.5 in D p = 0.30 ksi Dbr = 0.666 ksi Side Wall Thickness, tw = 0.118 in Cc = 66 m 0.65 Flange Wall Thickness, tf = 0.157 in Ds 0.14 ksi Bs 27.2 ksi Omega = 1.65 Torsion Constant, J = 0.5 F cy 35 ksi F ty 35 ksi Fsy 21 ksi Slenderness ratio of flange, b/tf = 11.2 < S1 21 FbIOmega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio of web, d/tw = 10.1 < S1 49 Fb/Omega Section B.5.5.1 web 27.6 ksi Web Compression For Uniform Flange Tension, Fb10mega = 21.2 ksi Section F.8.1.1 For Uniform Web Flexure, Fb10mega = 27.6 ksi Section F.8.1.2 LATERAL TORSIONAL BUCKLING Section F.3.1 S = 133 < S2 1685 Fblomega 21.2 ksi = Low. Allow. Stress Allowable Bending Moment = 581 lb-ft Yield Stress Reduction Factor = 0.60 Fy WEB SHEAR Section G.2 Slenderness ratio of web, d/tw = 10.1 < S1 35.2 Fslomega web = 12.7 ksi ENDWALL RIB # 15518 HEIGHT = 7 ft WIND LOAD = 21.9 psf RIB SPACING = 63 in Fy = 35 ksi Sx = 0.544 in,13 Ix = 0.569 in'14 E = 10,100 ksi Bending Moment 704 lb-ft ( DL + LLONLY ) Bending Stress, fb 15.5 ksi < 28.44 ksi OK allowable Shear Stress, v 13.6 ksi < 16.93 ksi OK allowable Deflection 1.08 in. < L / 60 = 1 .40 in. OK ( WIND L / 60 allowed per footnote "h" in Table IBC 1604.3 REACTION 402 LB 12 ENDWALL RIB # 15518 ALLOWABLE BENDING STRESS DETERMINATION: BUCKLING CONSTANTS Tube width, b = 2 in Bp = 45 ksi B br = 66.8 ksi Tube depth, d = 1.5 in Dp = 0.30 ksi Dbr = 0.666 ksi Side Wall Thickness, tw = 0.118 in Cc = 66 m 0.65 Flange Wall Thickness, tf = 0.157 in Ds 0.14 ksi Bs 27.2 ksi Omega = 1.65 Torsion Constant, J = 0.5 F cy 35 ksi F ty 35 ksi Fsy 21 ksi Slenderness ratio of flange, b/tf = 11.2 < S1 21 Fblomega Section B.5.4.2 flange 21.2 ksi Flange Compression Slenderness ratio of web, d/tw = 10.1 < S1 49 Fblomega Section B.5.5.1 web 27.6 ksi Web Compression For Uniform Flange Tension, Fblomega = 21.2 ksi Section F.8.1.1 For Uniform Web Flexure, Fb10mega = 27.6 ksi Section F.8.1.2 LATERAL TORSIONAL BUCKLING Section F.3.1 S = 116 < S2 1685 Fblomega 21.3 ksi = Low. Allow. Stress Allowable Bending Moment = 586 lb-ft Yield Stress Reduction Factor = 0.61 Fy WEB SHEAR Section G.2 Slenderness ratio of web, d/tw = 10.1 < S1 35.2 FS10mega web = 12.7 ksi 13 Anchor Designer TIVI Company: JDate: 112/27/2014 Engineer: I Page: 11/4 Software Project: Version 2.4.5673.6 Address: Phone: E-mail: 'I.Probect information Customer company: Project description:SILL ANCHOR Customer contact name: Location: Customer e-mail. Fastening description: Comment: 2.Input Data&Anchor Parameters General Base Material Design method:ACI 318-11 Concrete: Normal-weight Units: Imperial units Concrete thickness,h(inch): 18.00 State: Uncracked Anchor Information: Compressive strength,f�(psi):2500 Anchor type�Concrete screw 4)c.v: 1.0 Material:Carbon Steel Reinforcement condition:B tension,B shear Diameter(inch):0.375 Supplemental reinforcement:No Nominal Embedment depth(inch):3.250 Reinforcement provided at corners: No Effective Embedment depth,he(inch):2.400 Do not evaluate concrete breakout in tension: No Code report: ICC-ES ESR-2713 Do not evaluate concrete breakout in shear:No Anchor category- 1 Ignore 6do requirement:Not applicable Anchor ductility: No Build-up grout pad:No h�,m(inch):5.00 Cac(inch):3.63 C� (inch): 1.75 & (inch): 3.00 Load and Geometry Load factor source:ACI 318 Section 9.2 Load combination: not set Seismic design: No Anchors subjected to sustained tension: Not applicable Apply entire shear load at front row: No Anchors only resisting wind and/or seismic loads: No 300 Ib <Figure 1> 01b 44� 01b Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility, Simpson Strong-lie Company Inc 5956 W_Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 14 E= Anchor Designer TM Company: I Date: 112/27/2014 Engineer: Page: 12/4 C= Software Project- Version 2.4.5673.6 Address: Phone: E-mail: <Figure 2> CD Recommended Anchor Anchor Name:Titen HDO-3/8"0 Titen HID,hnom:3.25"(83mm) Code Report: ICC-ES ESR-2713 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc 5956 W.Las Positas Boulevard Pleasanton,CA 94568 Phone:925.560.9000 Fax�925.8473871 www.strongtie.com 15 E= Anchor Designer TIVI Company: Date: 12/27/2014 Engineer: Page: 3/4 Strong-Tie Software Project: Version 2.4.5673.6 Address: Phone: ff:nail: 3.Resulting Anchor Forces Anchor Tension load, Shear load x, Shear load y, Shear load combined, N..(lb) Vu.(lb) Vuay(lb) 4(VU.)2+(VU.Y)2(lb) 1 300.0 0.0 0.0 0.0 Sum 300.0 0.0 0.0 0.0 Maximum concrete compression strain(%a):0.00 Maximum concrete compression stress(psi):0 Resultant tension force(lb):300 Resultant compression force(lb):0 Eccentricity of resultant tension forces in x-axis,e'Nx(inch):0.00 Eccentricity of resultant tension forces in y-axis,e'Ny(inch):0.00 4.Steel Strength of Anchor in Tension(Sec.13.5.11) N..(lb) 0 ON..(lb) 10890 0.65 7079 S.Concrete Breakout Strength of Anchor in Tension(Sec.113.5.2) Nb=k�A.4fch.d-s(Eq.D-6) kc Ila fc(psi) haf(in) Nb(lb) 24.0 1.00 2500 2.400 4462 ONCb=0(AwIANco)VedN VcN VlcpivNb(Sec.D.4.1 &Eq.D-3) ANc(in2) ANco(W) V'ed,(V V'c,N VCPN Nb(lb) 0 ^b(lb) 47.52 51.84 0.950 1.00 0.993 4462 0.65 2508 6.Pullout Strength of Anchor in Tension(Sec.Q.5.31 ONp�=OTcPA.Np(fc12,500)n(Sec. D.4.1,Eq.D-13&Code Report) V'C'P A a Np(lb) fc(psi) n 0 ONpn(1b) 1.0 1.00 4468 2500 0.50 0.65 2904 Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com 16 E= Anchor Designer' Company: I Date: 112/27/2014 Engineer: I Page: 14/4 Software Project: Version 2.4.5673.6 Address: Phone: I E-mail: 11.Results Interaction of Tensile and Shear Forces(Sec.Q.7) Tension Factored Load,Nua(lb) Design Strength,oNn(lb) Ratio Status Steel 300 7079 0.04 Pass Concrete breakout 300 2508 0.12 Pass(Governs) Pullout 300 2904 0.10 Pass 3/8"0 Titen HD,hnom:3.25"(83mm)meets the selected design criteria. 12.Warnings -Designer must exercise own judgement to determine if this design is suitable. -Refer to manufacturer's product literature for hole cleaning and installation instructions. Input data and results must be checked for agreement with the existing circumstances,the standards and guidelines must be checked for plausibility. Simpson Strong-Tie Company Inc. 5956 W.Las Positas Boulevard Pleasanton,CA 94588 Phone:925.560.9000 Fax:925.847.3871 www.strongtie.com Address: 2432 oodside Circle PREPARED 11/18/14, 12:54:09 INSPECTION TICKET PAGE 7 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/18/14 ------------------------------------------------------------------------------------------------ ADDRESS . : 2432 WOODSIDE CIR SUBDIV: CONTRACTOR EVERWARM INC PHONE (360) 452-3366 OWNER LELAND R AND PAULA A BOND PHONE (206) 729-0416 PARCEL 06-30-01-5-9-0130-0000- APPL NUMBER: 14-00001314 RES MECHANICAL PERMIT ------------------------------------------------------------------------------------------------ PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --------------------- --- -------------------------------------------------------------------- ME99 01 11/18/14 MECHANICAL FINAL �UL November 17, 2014 1:11:57 PM permits. k)" 206-729-0416/206-524-8637 ------------------------ --------- COMMENTS AND NOTES -------------------------------------- c 794/ CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT- BUILDING DIVISION Oro 321 EAST 5TH STREET, PORT ANGELES,WA 98362 ;N1 Application Number . . . . . 14-00001314 Date 10/28/14 Application pin number . . . 034938 Property Address . . . . . . 2432 WOODSIDE CIR ASSESSOR PARCEL NUMBER: 06-30-01-5-9-0130-0000- REPORT SALES TAX Application type description RES MECHANICAL PERMIT Subdivision Name . . . . . . on your state excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 4500 (Location Code 0502) ---------------------------------------------------------------------------- Application desc FREE STANDING WOOD BURNING STOVE ----------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ LELAND R AND PAULA A BOND EVERWARM INC 2432 WOODSIDE DR 257151 HWY101 PORT ANGELES WA 983631448 PORT ANGELES WA 98362 (206) 729-0416 (360) 452-3366 ------------ --------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc FREESTANDING WOOD STOVE b. GS Permit Fee . . . . 60.65 Plan Check Fee .00 Issue Date . . . . 10/28/14 Valuation . . . . 0 Expiration Date 4/26/15 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 10.6500 EA ME-STOVE/FIREPLACE/MISC. APP. 10.65 ---------------------------------------------------------------------------- Special Notes and Comments Per Washington State Code 51-51-315, installation of Carbon monoxide detector(s) is required if you are installing or replacing a fuel burning appliance (wood, pellet, gas)and must be in place prior to the final inspection of this permit. They are required to be place directly outside of each sleeping area and at least one on each floor of the house. ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 60.65 60.65 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 60.65 60.65 .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. /6)—Z'6; X'F.1Z1W11 Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit 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 Backfiow 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 Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Wate FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof I 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 I Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 L Building 417-4815 T:Forms/Building Division/Building Permit T H F_: For City Use X TY F P__�. _"Al�!GELES, C1 0 . -1 Permit# W A S H I I N G T 0 N, U. S. Date Received: /'o - ?-A 321 E 51h Street Date Approved AA) Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:l2errnits(@cityofVa.us BUILDING PERMIT APPLICATION ProjectAddress: 4oe -Phone: gg-v,6 '7F T V 4,1'6 Prima!1 Contact: .00/up Email: oe'IV4,ca"W'c 'A"'W/a�z� Name 4,61 A PJ P cvt-4p Phone Property Mailing Address Email Owner City '2 State 1c,1-f Name V 6-7 te— V+4 44-, Phone Contractor Address Email Information city State Zip Contractors License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Vgue: (materials and labor) 1 1 $ 0649 d Residential Commercial industrial 0 Public 0 Permit Demolition Fire 11 Repair 0 Reroof(tear off/lay over) Classification For the following,fill out both pages of permit application: (check New Construction 1:1 Exterior Remodel 11 Addition 11 Tenant Improvement appropriate) 1 Mec 'cal 11 Plumbing 11 Other 0 1 . Fire Sprinkler System? Irrigation System? osed Bathrooms roposed Bedrooms Yes 0 No Yes 0 No Project Description Is project ina Flood Zone: Yes [3 No[3 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 iLgo days of submittal,the application will be considered abandoned and the fees will be forfeited. /0 - 4e�_APV Bopj) �7 Date Print Name Signature Residential Structures Area Description(SQ FT) Existing Proposed ss value For Office Use Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or 2,d floor) Garage Carport Other(describe) Area Totals Commercial Structures For Office Use Area Descriptions(SQ FT) Existing Proposed ss Value 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) %Lot Coverage(Total lot coverage lot size) Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site coverage+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-buming/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 I Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx