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HomeMy WebLinkAbout1103 W. 6th Street Address: 1103 W 611 Street PREPARED 11/16/15, 10:41:12 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 11/16/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 1103 W 6TH ST SUBDIV: CONTRACTOR KEVIN RUSSELL CONSTRUCTION PHONE (360) 457-8247 OWNER MIKELSONS, MARTIN AND ARLENE PHONE PARCEL 06-30-00-0-1-1350-0000- APPL NUMBER: 15-00000775 RES ADDITION ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTTAT• REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS -----—--------------------' - -' - ---- BL1 01 7/20/15 JLL BLDG FOUNDATION FOOTING 7/20/15 AP July 20, 2015 9:54:51 AM jlierly. Kevin July 20, 2015 4:19:07 PM jlierly. BL2 01 7/22/15 JLL BLDG FOUNDATION STEM WALL 7/22/15 AP July 22, 2015 8:46:31 AM jlierly. 808-5647 July 22, 2015 3:30:41 PM jlierly. BFF 01 8/07/15 JLL BLDG FLOOR FRAMING 8/07/15 AP August 7, 2015 9:41:26 AM jlierly. AM August 7, 2015 3:51:57 PM jlierly. BEXS 01 8/19/15 JLL BLDG EXTERIOR SHEETING 8/19/15 AP August 19, 2015 8:13:56 AM jlierly. Kevin 457-8247 August 19, 2015 4:18:07 PM jlierly. BAIR O1 9/16/15 JLL BLDG AIR SEAL 9/16/15 AP September 16, 2015 10:08:36 AM jlierly. Kevin September 16, 2015 5:00:08 PM jlierly. BLI O1 9/16/15 JLL BLDG INSULATION 9/16/15 PPn September 16, 2015 10:08:59 AM jlierly. September 16, 2015 5:00:08 PM jlierly. BL99 01 11/16/15 BLDG FINAL November 16, 2015 8:17:34 AM jlierly. Kevin 457-8247 ----------------------- PERMIT: ME 00 MECHANICAL PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ---------------------R ----------------—----- _____ _- ME99 01 11/16/15 MECHANICAL FINAL November 16, 2015 8:18:32-AM--jlierly. Kevin PERMIT: PL 00 PLUMBING PERMIT REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ PL2 01 8/26/15 JLL PLUMBING ROUGH-IN 8/26/15 AP August 26, 2015 9:17:57 AM jlierly. joel 461-1863 August 26, 2015 5:08:05 PM jlierly. PL99 01 11/16/15 L PLUMBING FINAL November 16, 2015 8:18:49 AM jlierly. Kevin --------- -------------------- COMMENTS AND NOTES ---------------- CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY &ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 �l Application Number . . . . . 15-00000775 Date 7/17/15 V Application pin number . . . 773675 Property Address . . . . . 1103 W 6TH ST ASSESSOR PARCEL NUMBER: 06-30-00-0-1-1350-0000- REPORT SALES TAX Application type description RES ADDITION Subdivision Name . . . . . . On your State excise tax form Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY s ,,l Application valuation . . . . 49654 (Location Code 0502 Application desc Addition w/ bed/bath ---------------------------------------------------------------------------- Owner Contractor MIKELSONS, MARTIN AND ARLENE KEVIN RUSSELL CONSTRUCTION 1103 W 6TH ST PO BOX 1509 PORT ANGELES WA 983632007 PORT ANGELES WA 98362 (360) 457-8247 Other struct info . . . . HARD SURFACE AREA -------------------------------- ------------------------------------------- Permit --- ---------------=---------------------------- Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc RES ADDITION BED/BATH SUITE Q Permit Fee . . . . 670.25 Plan Check Fee 435.66 uj Issue Date . . . . 7/17/15 Valuation . . . . 49654 Expiration Date 1/13/16 Qty Unit Charge Per Extension BASE FEE 417.75 25.00 10.1000 THOU BL-25,001-50K (10.10 PER K) 252.50 ---------------------------------------------------------------------------- Permit . . . . . . MECHANICAL PERMIT Additional desc Permit Fee . . . . 57.25 Plan Check Fee .00 �p Issue Date . . . . 7/17/15 Valuation . . . . 0 `1 Expiration Date 1/13/16 1 Qty Unit Charge Per Extension BASE FEE 50.00 1.00 7.2500 EA ME-VENT FAN (SINGLE DUCT) 7.25 .00 14.8000 EA ME-HEATER(SUSP%WALL/FLOOR-MTD) .00 ---------------------------------------------------------------------------- Permit . . . . . . PLUMBING PERMIT Additional desc . Permit Fee . . . . 100.00 Plan Check Fee .00 Issue Date . . . . 7/17/15 Valuation . . . . 0 Expiration Date 1/13/16 Qty Unit Charge Per Extension BASE FEE 50.00 3.00 7.0000 EA PL-PLUMBING TRAP 21.00 1.00 7.0000 EA PL-WATER LINE 7.00 1.00 7.0000 EA PL-DRAIN VENT PIPING 7.00 1.00 15.0000 EA PL-SEWER LINE 15.00 f 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. n ,� 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. 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 b 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 Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting fi PLANNING DEPT. Separate Permit#s SEPA: IL Parkin /Lighting ESA: t Landscaping SHORELINE: 0 4 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 T:Forms/Building Division/Buildir Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 15-00000775 Date 7/17/15 Application pin number 773675 ----- --------- -- -- -- ------------- REPORT SALES TAX Special Notes and Comments on our state excise tax form Electrical load calculations and electrical permits are Y required. to the City of Po,/rt Angeles MAINTAIN CLEARANCES FROM SERVICE WIRES (Location Code OSOZ) 1. Establishing Construction Access. 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. 6. Control pollutants including but not limited to spills, concrete wash out, exposed aggregate processes, concrete grinding and saw cut waste water. 7. Maintain temporary and permanent erosion control BMPS during project. No downspouts shall be connected to sanitary sewer. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates available for downspout disconnections.Contact Jonathan Boehme at 360 417-4811 Other Fees . . . . . . . . . STATE SURCHARGE 4.50 --------- - Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ------- -- Permit Fee Total 827.50 827.50 .00 .00 Plan Check Total 435.66 435.66 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 1267.66 1267.66 .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. 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 Inspec-dons 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 b 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 Pum /Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted b 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 /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit THE: OR + ANGELES For City Use CITY OF IJLl 1 Permit# WASH t N G T © N, U. S. ate Received: o 321 E 5th Street to Approved Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@citfpa.us BUILDING PERMIT PLICATION Project Address: 1103 6-7�h /02; er.y'/A) 4ss�// Phone: �' '7 b L&/7Prima Contact: Email: Name Phone M A ,11A/ n-v */6WE N06es.50,J5 3�� 45'Z -f53 f Property Mailing Address Email Owner //03 ice. Co7H i M 4R'7/V 0 E,S o. 00,41 City State zip /Z- Name Phone ? ame tJ t/•��/nJ &C) Contractor Address>°o Email ��� /�`7>� Information city o,27 State Zi P ��C s c �,�-�,� P X34,y Contractor License# Exp.Date: Legal Description: Zoning: Tax Parcel # Project Value: (materials and labor) $ 49•�SK co Residential ❑ Commercial ❑ 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 ':0 Tenant Improvement ❑ appropriate) Mechanical a Plumbing El Other ❑ Fire Sprinkler System Proposed Irrigation System Proposed or Proposed Bathrooms Proposed Bedrooms or Existing? Yes [3 No C& Existing? Yes 0 No i- I In addition to standard hard copy submittals please send a PDF copy of all Stormwater plans and Engineering to www.stormmater@cityofpa.us Project Description A-D�� 044 Yo 6-,:�93 7, V 1> }�►�t�vcc A-;D i, i o ry� /3 t 0 /3 5 v►'7c:':7 Is project in a Flood Zone: Yes ❑ No[S Flood Zone Type: If in a Flood Zone, what is the value of the structure before proposed improvement? $ A 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 i8o days of submittal,the application will be considered abandoned and the fees will be forfeited. ezDate Print Name Signature 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 I' 7 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 ftTall ot Coverage(sq ft)foot print of %Lot Coverage (Total lot cov-lot size) Max Bldg Height `71-1193 structures POf3 sq ft L 5 10 Site Coverage(Sq Ft of all impervious) %of Site Coverage(total site cov-lot size) `1 2- 2-5 7V 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) N/ Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping �p #of Outlets: Ventilation Fan,single duct # I Furnace/Heat Pump/ Size: # J Ventilation System # Forced Air Unit N/iq Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # 3 Water Heater # Plumbing Vent piping # + Medical gas piping #of Outlets: e2r Water Line # Fuel gas piping #of Outlets: 0 Sewer Line # Industrial waste pretreatment e!'- interceptor !'interce for Grease Trap) Size Other(describe): T:\BUILDING\APPLICATION FORMS\Current BP Application\Building Permit 4-17-13.docx 809 809 L zL z O6 OW 6M LL E S y�9 O 6 £Ol4 oz / ��lCt sL ?nary r sL r 0 6 L04L 644 ~ .. \ L sL r bOS z E g 5 06 /oj - • � 1101 3 1118 r. 1124 1116 - iIZ 1110 / Y 504 1121 / I � . YX 1119 1107 +* { - _ r N 1040 1038 Al .ea 4• ti� 1!F� ', "11 4�a��� 1114 ° x71 ,, s,•� 1039 1033 1110iqw 60� "- '- � 1029 608 25 s 610 % 1038 f CONNECTO PLATE TO S3 R a IS INSTALLED SH�ATFIINTMP.2 PLACES) 18"SO.X 8"DEEP PIER WITH(2)#4 E.W.WITH PC44 CAP AND ABU44 / BASE WITH P.T 4X4 POST EX.CONCRETE REMOVE WINDOW WELL TO REMAIN SHED I ' EX.CONCRETE / 8'± I WINDOW WELL / / II II TO REMAIN I I / L J 1 "LVL LEDGER,ATTACH TO C c 3] EX.RIM WITH(2)LEDGERLOK JE HDU2 ON B�x-- ( LL358 SCREWS AT 16"O.C. 18"SO.X 12 SST1316 A g_g DEEP PIERSP.T.2X6 H.F.#2 JOISTS AT 1TH PC44 CAP AND ABU44 BLOCK I r ,SES WITH P.T BETWEEN I 4X4 POST JOISTS I BLOCK (TYP.FOR 3) (TYP.) I BETWEEN L, JI JOISTS (TYP.) 4t 9 112"BCI 5000 JOISTS AT 16"0.C. 6"O.C. X X I c a " Ef] DEEP PIERS WITH(2)#4 E.W. I WITH PC44 CAP ( AND ABU44 TACH DECK LEDGER I I BASES WITH P.T 04TO RIM WITH(2) 4X4 POST � LEDGERLOK LL358 (TYP.FOR 3) SCREWS AT 16"O.C. CD BUMP OUT FOOTING x Ir II 6"X 12"FOR POST \` I L__. J ;mr 19'.4" FOUNDATION PLAN _ 'r•` f 4nAlA' 1 /4" = 1 ® TRUSS QUOTE/ORDER -. .ORDER DATE DELIVERY,DATE' ctrl@'rAUSiSCO.INC. 360-757-8500 LOT NO. L-R y SHEET NO.F1 15599Ashten Rd,Burlington,WA 98233 ANGELES MILLWORKS PHONE:(360)757-8500 FAX:(360)757-8756 6 1601 SO.C ST PLAN NO. L ° PORT ANGELES,WA 98363 Subdivision T (360)457-8581 FAX(360)457-8896 QUOTE #: 86506176 s RUSSELL SALES:Tems Powell a INVOICE#: IP Bid By: LCF 06/10/15 T Layout: I / CUST:30-ANGE400 0 - Design By: // PO NO. TERMS Contact: Lonnie (360)457-8581 PO NUM.REQ'D HEEL T,C,SIZE 2 X 4 TC.CUT PLUMB HEIGHT 00-03-14 / 00-03-14 SIZE L LOADING: 25-e-0-7 SPACING:24.OIN:O.C:(TYR) TYPE ' No. ID TYPE SLOPE SPAN OVERHANG REMARKS - -- - LEFT_ RIGHT 1 A01 3 19-04-00 24' 14" fQUEENPOST 5 A02 ,=!= 3 19-04-00 '24"' 24" :QUEENPOST 4 A03 ®: 3 19-04-00 40' 24" STUB-(L)04-00-00 QUEEN POST 14 Blocks I 2x4 Solid Block 22-1/2" _. 14 Blocks r 2x4 Vent Block-4 22-1/2" Quoted price subject to change if not accepted within 7 days and shipped within 14 days.Price includes Truss Height: 03-02-10 delivery to plate line.Additional boomtime must be prescheduled and is billed @$150/hr. Total Weight: 192 The Truss Co.reserves the right to ground drop product due to unsafe or impractical jobsite Max Span: 19 FT conditions. The Truss Co.is not responsible for delays due to circumstances beyond our control. Sales subject to credit terms&conditions as determined by The Truss Co. SUB TOT_. X TAX NOTJ DATE INCLUDED# AUTHORIZED SIGNATURE FOR BERKSHIRE HOME BUILD - ALL SALES SUBJECT TO CREDIT POLICYfTERMS/APPROVAL AS DETERMINED BY TRI-COUNTY TRUSS INC. TOTAL( _ ANGELES MILLWORKS _ _ .RUSSELL BID # BB506176 Job _ Truss ---— TrussType --------- _ Oty Ply Ru55eL1 88506176 ,A03 jWUNPOST 4 1 Job Reference(optional) Tri-County Truss.Burlinglon,WA,98233 " � � - Run:7610sMar 272015 Print,7.610%Met 272015MTekkldu6Mbs,kK Wed Jun 1006:95:592D15Paget. ID:eSSGLCYXgISNyOS?dHmjPz7kSM-6sg3dEIPMkA_gSKf4JYm3Bt9xydtsF)GkyN78z77kkMMEE 1.4-8 5-6-0 9-11-8 154-0 17.4-0 1.4-8 4-3-8 4-3-8 5-0-8 2-M Scale=128 3 3.80 12 4A 3 1 5x4 15x4 328 T1 4 0 o 1 W4 T N N 2 C; W1 W2 W3 W3 r? 5 7 i 83x4 3x8= 4x4 15-4-0 5 8-0 9-8.0 Plate Offsets(X.Y)-- 15:0-4-12,Edge1 LOADING(psf) SPACING- 2-0-0 CSI. DEFL. in (loc) I/defl Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.20 5-7 >899 240 MT20 185/148 TCDL 8.0 Lumber DOL 1.15 BC 0.59 Vert(TL) -0.43 5-7 >417 180 BCLL 0.0 ' Rep Stress Incr YES WS 0.24 Horz(TL) 0.03 5 We n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) Weight:57 Ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 4-3-8 oc pudins, except BOT CHORD 2x4 HF No.2 end verticals. WEBS 2x4 DF Stud BOT CHORD Rigid ceiling directly applied or 8-10-3 oc bracing. MiTek recommends that Stabilizers and required Groes brecirg be installed during truss erection,in accordance with Stabiker Installation guide. REACTIONS. (Ib/size) 5=756/0-5-8 (min.0-1-8),6=58710-5.8 (min.0-1-8) Max Horz 8=-85(LC 6) Max UpliftS=-330(LC 5),8=-172(LC 8) FORCES. (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. P TOP CHORD 2-3=-9521264,34=-952/262,4-5=-15371483 BOT CHORD 7-8=11351473.5-7=395114416 WEBS 2-7=-72/441,3-7=0/251.4-7=-608/301,2-8=-794/295 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vult=130mph(3-second gust)V(IRC2012)=103mph;TCDL=4.2psF BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=oft; Cat.II;Exp C;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chard live load nonconcurrent with any other live loads. 4)'This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-"wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=lb)5=330, 8=172. 6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSUTPI 1. 7)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard Job ' ;Truss -Truss Type Oty Ply RUSSELL 85506176 A02 QUEENPOST 5 1 Job Reference(optional) Tri-County Truss,Burlington,WA,98233 Run:7.610 s Mar 27 2015 Print 7.610 s Mar 212015 MTek Industries,Inc Wed Jun 10 06:5558 2015 Paggee 1 ID:aSBGLCYXgISNyQB?hlHcuPz7kSM-egG4PvHnbQjuM WX85NoJEsfiPXaLBPAZ 14Cpbhz7rMF -2-0-0 5-4-0 9-8-0 13-11-8 19-4-0 _- 21.4-0 2-0-0 54-8 4-3-8 4-3-8 6-" 2-0.0 Scab 1:37,1 4x4 3.00 12 4 1.5x4 1.5x4 a 3 5 T i T9 W1 W1 2 8 B1 - ----- - - 7 o _ d 04 3x8 04= 9.8-0 14+1-0 9.8.0 9�0 LOADING(pst) SPACING- 2-0-0 CSI. DEFL in (loc) I/deft Lid PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.33 Vert(LL) -0.19 2-8 >999 240 MT20 185/148 TCDL 8.0 Lumber DOL 1.15 BC 0.72 Vert(TL) -0.43 2-8 >524 180 BCLL 0.0 ' Rep Stress Incr YES WB 0.23 Horz(TL) 0.08 6 n/a n/a BCDL 7.0 Code IRC2012/TP12007 (Matrix) Weight:66 ib FT=20% LUMBER- BRACING- TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 3-7-11 oc puffins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 7-5-9 oc bracing. WEBS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. (lb/size) 2=90210-5-8 (min.0-1-8),6=90210-5-8 (min.0-1-8) Max Horz 2=59(LC 5) Max Uplift2=-361(LC 4),6=-361(LC 5) FORCES. (Ib)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. TOP CHORD 2-3=-2091/613,3-4=-1541/406.4-5=-1541/406,5-6=-2091/613 BOT CHORD 2-8--563/1980,6-8=-52511980 WEBS 3-8=-582/296,4-8=41/447.5.8--582/297 NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vu1t=130mph(3-second gust)V(IRC2012)=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=oft; Cat.ll;Exp C;enclosed;MWFRS(directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live bads. 4)•This truss has been designed for a live load of 23.Opsf on the bottom chord in all areas where a rectangle 3-6-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 5)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)except(jt=1b)2=361, 6=361. 6)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 7)'Semi-rigid pitchbreeks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard •Job ' ---Truss TrussType Qty Ply RUSSELL BBSM176 �A01 OUEENPOST 1 1 Job Reference(optional) Tri-County Truss.Burlington,WA.98233 Run-1.610 s Mar 27 2015 Pin.7.610 s Mer 27 2015 Work hxluslries.Inc Wed Jun 10 0645:58 2015 Pape 1 I D:aSBGLCYXgISNyQB?hlHcuPz7kSM-egG4PvHnbQiuMWX85NW E84SXkS8SAZ14Cpbhz7kMF -2-0-0 941-0 194-0 21.4-0 2-0-0 9-8-0 9-M 2-00.0 Scale=1:37.1 3x4=- 3.00 12 7 a 9 10 6 5 11 4 12 313 N N T1 r': ST4 ST5 ST5 ST4 ST9 _T1 5T3 e 2 S�1 STS 9T2 STI 74 81 15.b 3x4 25 24 23 22 21 20 19 18 17 16 3x4 19.4-0 Plate Offsets(X,Y)- (8:0.2-0,Edge) LOADING(psf) SPACING 2-0-0 CSI. j DEFL in (loc) Well Ud PLATES GRIP TCLL 25.0 Plate Grip DOL 1.15 TC 0.26 E Vert(LL) -0.02 15 Nr 120 MT20 185/148 TCDL 8.0 Lumber DOL 1.15 BC 0.07 Vert(TL) -0.03 15 n/r 90 BCLL 0.0 ' Rep Stress Incr YES WB 0.04 ( Horz(TL) 0.00 14 n/a n/a BCDL 7.0 Code IRC2012/TPI2007 (Matrix) I Weight:70 Ib FT=20% LUMBER- BRACING TOP CHORD 2x4 HF No.2 TOP CHORD Structural wood sheathing directly applied or 6-0-0 oc purlins. BOT CHORD 2x4 HF No.2 BOT CHORD Rigid ceiling directly applied or 10-0-0 oc bracing. OTHERS 2x4 DF Stud MiTek recommends that Stabilizers and required cross bracing be installed during truss erection,in accordance with Stabilizer Installation guide. REACTIONS. All bearings 194-0. (lb)- Max Horz 2=59(LC 4) Max Uplift All uplift 100 Ib or less atjoint(s)21,20,16,17,18,19,25,24,23,22 except 2=-195(LC 4), 14--202(LC 5) Max Grav All reactions 250 Ib or less at joint(s)21,20,17,18,19,24,23,22 except 2=307(LC 1),14=307(LC 1), 16=257(LC 18),25=257(LC 17) FORCES. (lb)-Max.CompJMax.Ten.-All forces 250(lb)or less except when shown. NOTES- 1)Unbalanced roof live loads have been considered for this design. 2)Wind:ASCE 7-10;Vuft=130mph(3-second gust)V(IRC2012)=103mph;TCDL=4.2psf;BCDL=4.2psf;h=25ft;B=45ft;L=24ft;eave=2ft; Cat.II;Exp C;enclosed;MW FRS(directional);cantilever left and right exposed;and vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 3) Truss designed for wind loads in the plane of the truss only. For studs exposed to wind(normal to the face),see Standard Industry Gable End Details as applicable,or consult qualified building designer as per ANSI/TPI 1. 4)All plates are 1.5x4 MT20 unless otherwise Indicated. 5)Gable requires continuous bottom chord bearing. 6)Gable studs spaced at 14-0 oc. 7)This truss has been designed for a 10.0 psf bottom chord live bad nonconcurrent with any other live loads. 8)'This truss has been designed for a live load of 23.0psf on the bottom chord in all areas where a rectangle 3-0-0 tall by 2-0-0 wide will fit between the bottom chord and any other members. 9)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 100 Ib uplift at joint(s)21,20,16,17,18,19, 25,24,23,22 except at--lb)2=195,14=202. 10)This truss is designed in accordance with the 2012 International Residential Code sections R502.11.1 and R802.10.2 and referenced standard ANSI/TPI 1. 11)"Semi-rigid pitchbreaks with fixed heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S) Standard i AA 10 IV 2 vim /O, 4 Wi' .n a in bill--k-611)tom) 70 or O z h a � v� 3 61, .--�--� �6,e- -7 r = S13 4 � Z 0j" jo r 4 A f J 11 1 � ' "INSULATING YOUR COTY' l l F�<l P.O. Box 970 �" 1 CARLSf301ZG, WA 98324 3 t' INSULATION CERTIFICATE 1 THE INSULATION HAS.BEEN INSTALLED IN CONFORMANCE WITH THE } CURRENT THERMAL PERFORMANCE STANDARDS(WASHINGTON x + r; STATE ENERGY CODE)OR PER APPROVED PLANS,AT THE ADDRESS { l x LOCATED BELOW. ADDRESS iiff ii At ci f SUB=CONTRACTOR: TRACY'S INSULATION INC. CONTRACTOR'S REG. NO. TRACY11917BT MANUFACTURER THICKNESS R-VALUES k i t EXTERIOR WALLS � { ° Type of material: Fiberglass I ATTIC BATTS Type of material: Fiberglass �eAA SLOPED/VAULTED CEILINGS p 1+ Type of material: Fiberglass g � SP ATTIC BLOW + `Z "( Type of material: Fiberglass N V t 1 I s FLOORS t Type of material:Fiberglass CA AAt® �- i wl 6 s " PIPE WRAPS Type of material: Fiberglass YES NO 4.1 VAPOR BARRIERS CEILING WALLS . FLOORS �� I�� I� ���IS �/� �' c� ��,��C�►�C�� era ��� .S- -__ AUTHORIZED SIGNATURE TITLE DATE ME `�TRCTS INSULATION INC. September 28th, 2015 To Whom It May Concern: Tracy's Insulation Inc. Air Sealed to Washington State Energy Code at the home located at 1103 W. 6th Street Port Angeles, WA 98362 on September 11th, 2015. Please fill free to contact us if you have questions or concerns. Sincerely, Tracy Bloom President Tracy's Insulation, Inc. PHONE: (360) 582-9600 PO Box 970 FAX: (360) 582-9602 Carlsborg, WA 98324 E-mail: office@tracysinsulation.net