Loading...
HomeMy WebLinkAbout1035 W 8th Street Address: 11035 W 8t" Street City of Fort Angeles 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: LJI�fit- 1 t <7--, U) E kM U FIJI/ These 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 1 Inspector for Building Division DO NOT REMOVE THIS TAG PREPARED 12/08/16, 13:37:16 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 12/08/16 ------------------------------------------------------------------------------------------------ ADDRESS . : 1035 W 8TH ST SUBDIV: CONTRACTOR TOWN & COUNTRY POST FRAME BLDG PHONE (425) 743-1555 OWNER RAY A ROBINSON III PHONE (360) 775-4448 PARCEL 06-30-00-0-2-4168-0000- APPL NUMBER: 16-00001047 RES DETACHED GARAGE ------------------------------------------------------------------------------------------------ PERMIT: BPR 00 BUILDING PERMIT - RESIDENTIAL REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS --- --------- --— ---------- BL6 01 12/07/16 JLL BLDG POST/COLUMN FTG 12/07/16 DA December 7, 2016 9:47:09 AM jlierly. AM December 7, 2016 4:08:19 PM jlierly. Identify property line, buidling has been moved towards the rear, redraw site plan and dimension to reflect new location ^' on lot. jll - BL6 02 12/08/16 BLDG POST/COLUMN FTG December 8, 2016 8:32:14 AM jlierly. CV 11 Jeff AM request -------------------------------------- COMMENTS AND NOTES -------------------------------------- %tea CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY & ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 16-00001047 Date 8/10/16 Application pin number . . . 239792 Property Address . . . . . . 1035 W 8TH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4168-0000- Application type description RES DETACHED GARAGE on your state excise tax form Subdivision Name . . . . . . Property Use to the City of Port Angeles Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation . . . . 13629 ------------------------------------------------- Application desc construct detached post frame 161x20' garage ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RAY A ROBINSON III TOWN & COUNTRY POST FRAME BLDG 3598 KINGS WAY APT 22 16521 HWY 99, SUITE C SACRAMENTO CA 95821 LYNNWOOD WA 98037 (360) 775-4448 (425) 743-1555 Other struct info . . . . . HARD SURFACE AREA -------------------------------------- --------------------------------- - Permit . . . . . . BUILDING PERMIT RESIDENTIAL Additional desc . Permit Fee . . . . 263.75 Plan Check Fee 171.44 1 Issue Date . . . . 8/10/16 Valuation . . . . 13629 Expiration Date . 2/06/17 Qty Unit Charge Per Extension .. BASE FEE 95.75 12.00 14.0000 THOU BL-2001-25K (14 PER K) 168.00 ---------------------------------------------------------------------------- _." . Special Notes and Comments 1 August 1, 2016 2:58:05 PM pbarthol. "ll Project will result in the addition of 320sf detached garage. lot coverage 23.91 h July 21, 2016 8:57:00 AM banders. If any electrical services are desired in proposed garage, ('� contact the electrical inspector at 417-4735 for additional QJ permitting. __... 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. 4 All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. 1 The existing building sewer may be located at the same location of the proposed construction, Any modification or 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 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 r 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 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 CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Page 2 Application Number . . . . . 16-00001047 Date 8/10/16 Application pin number 239792 REPORT SALES TAX --------------------------------------------------------------------------- Special Notes and Comments on your state excise tax form. - damage to the existing building sewer will require other to the City of Port An "s permits and inspections. Consider applying for the City Green Infrastructure Rebate (Location Code 0502) 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 263.75 263.75 .00 .00 Plan Check Total 171.44 171.44 .00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 439.69 439.69 .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 foraeriod of 180 days ays after the work has commenced, or if required inspections have 4 P e not been s requested within 180 da from the q Y last inspection. I hereby certify that I have read and examined this application and know the same to be true and correct. AllP rovisions 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 Conteactor or Authorized Agent Signature of Owner(if owner is builder) T:Form /B it " s u ding 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 Rou h-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/Ceilin 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 113locking&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 % ► CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION i 321 EAST 5TH STREET, PORT ANGELES,WA 98362 I s ' Application Number . . . . 16-C0001047 Date 8/10/16 - Application pin number . . , 239792 Property Address . . . _ . . 1035 W STH ST REPORT SALES TAX ASSESSOR PARCEL NUMBER: 06-30-00-0-2-4168-0000- Application type description RES DETACHED GARAGE on your state excise tax form Subdivision Name . . . . . , to the City of Port Angeles Property Use . . . . . . . . Property Zoning . . . . . . . RS7 RESDNTL SINGLE FAMILY (Location Code 0502) Application valuation 13629 ----------------------------------------------------------------"'-^"-----• Application desc construct detached post frame 161x20' garage ----------------------------------- - -_- _�_�__ .--------------- Owner Contractor ` ---- ----`------------- ------------------ --- - RAY A ROBINSON III TOWN& COUNTRY POST FRAME BLDG 3598 KINGS WAY APT 22 16521 HWY 99, SUITE C SACRAMENTO CA 95821 LYtMOOD WA 98037 - (360) 775-4448 (425) 743-1555 other struct info . . . . . HARD SURFACE AREA _ Permit . . . . . . BUILDING PERMIT -RESIDENTIAL Additional desc , Permit Fee 263.75 Plan Check Fee 171.44 Issue Date . . . , 8/10/16 Valuation - 13629 Expiration Date 2/06117 Qty Unit Charge Per Extension BASE FEE 95.75 12.00 14.0000 THOU BL-2001-25K (14 PER K) 168,00 ----------------- ----------•----------------------------------- ' Special Notes and Comments August 1, 2016 2:58:05 PM pbarthol. Project will result in the addition of 320sf detached garage. lot coverage 23.91 July 21, 2016 8:57:00 AM banders. If any electrical services are desired in proposed garage, contact the electrical inspector at 417-4735 for additional permitting. 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. All disturbed area's on site not covered by new improvements should meet the attached soil quality and depth standard. The existing building sewer may be located at the same location of the proposed construction.. Any modification or 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 from the last Inspection, i hereby certlfy that 1 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 corn'lied with whether specified herein or not The granting of:a permit does. not presume to give authority to violate or cancel the provision of any state or local law regulating construction or the.performance of construction. f DAVin ►-11 �S !i—'— Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) I i TXorrnslBullding DivlsloNBullding Permit t r. fir CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY&ECONOMIC DEVELOPMENT-BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number 16-00001047 Date 8/10/16 Application pin number 239792 REPORT SALES TAX -- ----------=---- ------- ------------------------._---------^ i6 Special Notes and Comments on your state excise tax form damage to the existing building sewer will require other to the City of Port Angeles `7 permits and inspections. Consider applying for the City Green Infrastructure Rebate Location Code 0502) - .� 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 i � Boehme at 360 417-4811 ----------------------------------. _ -- ---_- Other Fees . . . . ~STATE SURCHARGE 4.50 - --------------------------------- -- _.. -Y-_--+ - Fee summary Charged - -_--Paid Credited Due ` - ..... Permit Fee Total 263.75 263.75 .00 ....00 Plan Check Total 171.44 171.44 .-00 .00 Other Fee Total 4.50 4.50 .00 .00 Grand Total 439,69 439.69 .00 .00 1 i t 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:AU 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 ariy state or local law regulating construction or the performance of construction. r Date Print Name Signature of Contractor or Authorized Agent Signature of Owner(if owner is builder) TYorrns/Bullding DivisiDNBullding Permit THE City Use CITY OF Per m�i # W A s H i N G T a ` , u . �plror � ., Date R c ive ( b 321 E 51h Street a� Date A v Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:permits@cityofpa.us BUIL NG PERMIT APPLIC TION Project Address:1035 W 8th St, Port Angeles, WA 98362 425-743-1555 Primary Contact:Theresa/Town &Country Email:permits@permabilt.com Name Phone914-465-0504 Ray Robinson Property Mailing Address Email Owner 1035 W 8`1'St City State WA Zip 98362 Port Angeles Name Phone 425-743-1555 Town&Country Contractor Address Email permits@permabilt.com 16521 Hwy 99#C Information City Lynnwood State WA Zip 98037 Contractor License#T0WNCPFo99LT Exp.Date:6/30/17 Legal Description: Zoning: Tax Parcel# Project Value: (materials and labor) Lot 12, Block 241, Townsite o63o00024i68 $13,629.00 of Port Angeles. 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 ❑ Tenant Improvement ❑ appropriate) Mechanical ❑ Plumbing ❑ Other AC,W j - Will a fire sprinkler system be installed Irrigation System? Proposed Bathrooms Proposed Bedrooms or modified? Yes El No D� Yes ❑ No Project Description Construct detached post-frame garage, 16X20 sf Is project in a Flood Zone: Yes ❑ Noy 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 isnot picked up/issued within 18o days of submittal,the application will be considered abandoned and the fees will be forfeited. Sign4r & Date Print Name Residential Structures For Office Use Area Description(SQ FT) Existing Proposed $$value Basement First Floor Second Floor Covered Deck/Porch/Entry Deck(over 30"or i" floor) Garage Carport Other(describe) Area Totals Commercial Structures Proposed For Office Use Area ions(SQ FT) Existing Proposed $$Value Existing Structure (s) Proposed Addition Tenant Improvement? Other work(describe) Site Area Totals Lot/Site Covera a Calculations - GTT a r; Lot Size (sq ft) Lot Coverage (sq ft) ' . %Lot Coverage(Total lot coverage-lot size) 4 l'� �; Z'6�q to Site Coverage(Sq Ft of all impervious) /-- %of Site Coverage (total site coverage=lot size) 1 ,7p. 1 Mechanical Fixtures Indicate how many of each type of ture 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/ as 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 # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor(Grease Tranl Size 16521 Highway 99 ® Suite C ® Lynnwood, WA 98037 Town & Country® Everett: (425) 258-4171 Puyallup: (253) 840-9552 POST FRAME BUILDINGS Administrative Headquarters: (425) 743-1555 FAX: (425) 742-4378 Toll Free: 1-800-824-9552 ® °"�"°F ® www.permabilt.com Contractor's Lic. #: TOWNCPF099LT "Quality:Our Future Depends On It. Hello, Here is the permit issue check for$268.25,for a permit that is ready to be issued.The permit number is: 16- 1047.This is for Ray Robinson, at 1035 W. 8th Street. Please send via email the permit document for us to sign to email address: permits@permabilt.com or to permit—assist@permabilt.com.Once we receive it we will email it back to you.Then we would like you to please mail us the permit to the above address. In the enclosed yellow envelope,with the receipt. Please, contact me with any questions or with further instructions. Thank you, Dawn Miles Permit Assistant Town &Country Permabilt -M I — ® Please Check After Doing Site Plan: Septic and drainfieldl t"°Irl [" Lot size Town & Country_ 16521 Highway 99,Suite C•Lynnwood,WA 98037-3161 9 Q P Draw North Arrow in Circh POST FRAME BUILDINGS Everett:(425)258-4171 • Puyallup:(253)840-9552 d,Property dimensions Sewer lines Elevation of property ® Administrative Headquarters: (425)743-1555 [7 Existing buildings Setbacks of proposed&existing buildings ©Bodies of water a r = FAX (425)742-4378 800-824-9552 0 Proposed building Main road with name ©poorplan m„s,or�or 11� Contractor's Lic.k:TOWNCPF099LT E�Easements E Access to proposed building R-Slopes&Contours(5'increments) Quality:Our Future Depends On lt.- permabdt.com • lacebook.com/permabilt � w Job Name: ” Job Site Address: –3 —, , /,. Legal Description: Tax Account#: t C//,,``'`1 � y iv ' 7 rC ,G . ? 1 rie 6T c err, ) /Ail e iV/6 t, eq L , t f T,e E 9 t 4 4 E,j e fl T— DO NOT SIGN INCOMPLETE SITE PLAN! E Customer has verified and approved the loc,�fion o�''<f1e building,orientation of the building to the North,and verifies that all Grid White-Customer Copy Plain White-Office Copy Ll utilities are shown on this drpvpng in the i orrpct�'cabgn. CUSTOMER SIGNATURE / LEAD N ` ©2012 Perma-BiltO Industries FR-34 07/12 l I"III VIII I'll lII « 1 0 e� r , a 4 J, a i I u + i w x � 0 't' RECEIVED JUN 24 2016 DETAIL 8/2 M METAL ROOFING PER a=a= NOTE #4, SHEET \ (N g 2. (29 GAUGE) 01 c u 12 c rn;y o 4 � a PURLIN PER DETAILS 20'-0" 3/2 & 4/2 a 10'-0" F-1 BLDG. LINE. -- r- ---------------- --------- -� AT FACE OF OPTIONAL EAVE I I POST (TYP.) OVERHANG PER E DETAIL 2/2. o STRAP WINDOW I I I TRUSS SUPPORT BLOCK TRUSS BY OTHERS PER DETAIL I TRUSS PER PER DETAIL 1/2. WITH BRACING PER 23/2 \-4x6 CORNER II I DETAIL 5E/2 DETAIL 1/1 OR 2/1 L 3o POST (lYP) n 2" MBI INSULTION I o r roZ cn (n AT ROOF SYSTEM I I POST PER PLAN a 2x10 HF#2 T�3 4x6 11-15 = o RAKE BEAM 'PER I ENDWALL II c DETAIL 5D/2 TYP I POST 21 _ w suolstna� / (TYP) �_ _____ _____ _____ RIDGE__� �1 29 GA. METAL WALL w 20 I GIRTS PER DETAILS 12/2 to CLADDING PER NOTE #4, EMBED 4x6 POST 2 I II I N j SHEET 2. xe PER DETAILS 13/2 & I 4" CONC. SLAB I O 16/2 AND FRAME PER I llr-4x6j Io DETAILS 12/2 & 21/2 I SIDEWALL 1mDETAIL 13/2 SLAB3'x6'-8" II POf (TYP). / I- I U DOOR W ____18° OVERHANG TYP__-- /�� — ——————————— \� � �\\ FILE18" DIA. x 4'-0" DEEP SIDEWALL / z 1 i / I I POST FOOTINGS PER DETAIL 16/2 18 DIA. x 4'-0" DEEP ENDWALL AND 1J CORNER POST FOOTINGS PER DETAIL 16/2 L1 d. 16' SPAN • a r VI c1l ( ;, �' -,( Plans =o�o �i„cI1�, , `i .j:v�;l (� ;(111 P,�`� TYPICAL SECTION THRU CLEARSPAN PLANN ShCI t,.}pt ''lE: �. i. 1 N.T.S �w< . } (: r i6 i4 )C1i1S SCALE: 1/4* = V-0" b.Jh s h l r ii'Let 1L It I( c�D_ 3 Coif tis: .o t 4n•ip t vV'11'iv �r�tilt1 t1�1LY1 (1115"Ci bcl7t _ ,«r Cl v. .rl}It�{n!'t"t L•.}�TW11f1E �1. •retS cc1,: �iolationofaa Al > <�i �4'tvyIf�t6l.11s�►t%f'lZOV `� c :. •� `)U:>.i i;C�I I 0 FIELD 2x6 BETWEEN ENDWALL EAVE GIRT POSTS w/(3) 16d hW 2-10d (TYP.) - �, * TO 2x4 BRACE ^ W 16d AT 24"o.c. AND (3) 16d TOE PURLIN - ----- EAVE GIRT TO 2x6. NAIL AT POSTS. (2)16d, EAVE t99Fi9 2-10tl TOENAIL GIRT TO BRACE. I �-n���, 9 �.� EACH SIDE � V f V m SIMPSON CS16 2x4 BRACE BRACE S M ® • �� STRAP BENT AT ORAL PURLI SAVE GIRT w/(5) (n I Od x 1 1/2 (t NAIL AT EAVE ENDWALL POST I GIRT) PER PLAN 0-) W I, (IF OCCURS) (D U BAY WIDTH z PURLIN N Q PURLIN p 3-10d ® LAP O O II r, SPLICE (TYP.) (n 2x6 HF#2 BRACE rr AT LOCATIONS NOTED ON TRUSS m O !� DRAWING- ' Zx4HF#2 CONTINUOUS 6 ,�A 45.0' DBL TRUSS (OR SINGLE BRACE APPLIED LOCATIONS NOTEDON '6 TRUSS AT END BAYS IF TRUSS DRAWING. u 2-10d TOE NAIL OCCURS) PER TRUSS ATTACH TO TRUSS U EA_ SIDE - MANUFACTURER BOTTOM CHORD ®/ 2-10d TOE-NAIL AT �� EACH CHORD. ( -I _NTYP. TRUSS BRACING @ BOT. CHORD w/ ONE TRUSSED BAY. 2 TYP. TRUSS BRACING ® BOTTOM CHORD w MULTIPLE TRUSSED BAYS. sheet i i 1 2 ROOF SHEATHING ROOF PANEL SCREWS 0) N FOR PURLIN PER SIMPSON ANGLE'A23'EACH SIDE 2x6 BLOCK W/ 3-i6d(TYP.1 PURUN TRUSS (O IL a NOTE#4. OF POST AND LONG LEG ON AT EACH LO KOUT ROOF PANEL SCREWS J = J m 16d O 4'O.C. TOP NOTES: I-LAVE GIRT W/ POST. fOd x f-i TO LOOKOUT CHORD FOR PURUN PER NAILING PER NAILS. 4-16tl(TmJ 16 MAN NOTE#a. *.d - N o DETAIL 1z/z ROGF PANEL SCREWS 1.) ALL WORK AND MATERIALS SHALL CONFORM TO THE 2012 IBC d c c v m STEEL ' FOR PURUN PER 2x4 BLOCK.NAIL TO (INTERNATIONAL BUILDING CODE). CONTRACTOR IS RESPONSIBLE c 3">o y NOTE#4. TRUSS W FOR ALL METHODS AND MEANS. c EACH SDE OF OPOST M�'• 2x8 BLOCK /2-i6d,ANy ,d W/8-16d NAILS BLOCK 7,4 NAIL EACH PURUN TO O'O a BEM'EEN BLOCK k TRUSS W/ WALL PANEL SAVE GIRT I 2x -00 6 SCAB w/16d AS s.URLI 2.) TRUSS DESIGN AND FABRICATION SHALL CONFORM TO THE 2012 IBC SCREWS FOR GIRT . // • AT 6'O.C.TO LOOKOUT NAIL PURLIN PVRL (INTERNATIONAL BUILDING CODE). ENGINEERING DESIGN AND SHOP PER NOTE#4. I SEE 3/2 • // • PER DETAIL 4 T. I/ 16d NAIL EACH PURUDRAWINGS SHALL BEAR THE STAMP OF A PROFESSIONAL ENGINEER •o 4-i6d(rP.) Zx6 FASCIA I// LOOKOUT BLOCK,(NOT SHOWN) REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL W/3-Ise POST BE IN ACCORDANCE WITH THE TRUSS DESIGN DRAWING. (2)3/a'Dic 10 (TYp.) _ BOLTS TRUSS 2x6 LOOKOUT EACH "+ SIMPSON UT516 STRAP SIDE OF POST 3.) BUILDINGS SHOWN ON THESE PLANS HAVE BEEN DESIGNED FOR THE FOLLOWING E 2 x BLOCK EACH AT ENOWALL O SIDE OF POST W/ wT TRUSS(WHERE OCCURS) WALL PANEL O 1.115.DETAIL FOR GIRT PE STRAP LOADING: _ SCREWS FOR APPUED TO TOP WIDTH TO MATCH OVERHANG CONSTRUCTION ROOF SNOW LOAD: 25 psf WIND LOAD: 110 MPH, EXPOSURE C POST. 4-x BLOCK w/(7) tOtl z ty,' GIRT PER OF GIRTS W/(5)MIN, FOR DOUBLE TRUSSES. NAILS O POST NOTE#4. ONLY,SEE DETAIL 1/2 @(7) 10d x 1f;" FOR TRUSS CONNECTION NAI %11/2' 3, NNLS O TRUSS AND DETAIL 9/2 FOR NAILS AT EACH GIRT NOTE• SOIL BEARING: 1500 psf WALL PANELS PER RAFTER CONNECTION EAVE GIRT EAVE GRii 16tl NAILS SPECIFIED ABOVE MAY BE 0.131.OIA x 3 I/4 POST PER PLAN LONG @ w/ONE ADDITIONAL NOTE#4 OR#11 1_;• 2X6 BLOCK NAIL PER CONNECTION EXCEPT TOE-NAIL. FO., MINIMUM 3-1sa SEISMIC DESIGN CATEGORY: 7 F WIDEST DIMENSION (TYP') WITH Ss = 150%g OF POST U.N.O. 3 SECT. THRU PURLIN AT TRUSS/RAFTER 1 SECTION AT EAVE r210VERHANG FRAMING DETAIL 2 1'-1,-O• 2 1'-1'-D 2 +'-,'-o• 4.) METAL PANELS SHALL BE BHP NOR CLAD, OR EQUAL, HAVING 80 KSI MINIMUM YIELD suo(slna� STRENGTH. ROOF PANELS SHALL BE FASTENED WITH #14 x 1-1/2" SELF TAPPING BAY WIDTH 24'MAX. ROOF PANEL SCREWS AT 9" O.C. ALONG EACH PURLIN AND EACH RAKE BEAM AND #12 STITCH SCREWS [72x', F PANEL SCREWS FOR SCREWS FOR RAKE AT 24" O.C. ALONG EACH LAP, WALL PANELS SHALL BE FASTENED WITH #9 x 1-1/2" E BEAM PER NOTE#4. BEAM PER NOTE#a 3-16d Pul:un SELF TAPPING SCREWS AT 9" O.C. ALONG EACH GIRT. SEE SHT. 1 FOR ETAL GAUGE. FOR 10'BAYS USE BAY WIDTH 24"MAX. TO BLOCK ttP. 20X6 HF#2 AT 24'O.C. 3-16d PURUN TO BLOCKING ( ) METAL ROOFING BLOCK(ENONNL- PURUN 216 BLOCKING 4-164 EACH MEMBER 5.) LUMBER SHALL CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS: J TOENAIL 3-16d PURLIN TO EACH SIDE V-6"LAP MIN. 1'-6"LAP MIN.) 'LTP4"EACH BLOCK(LNo11aL- 2X4 THRU 2X12: HF NO. 2 OR TOENAIL STRUCTURAL POSTS: 4x6 HF NO. 2 S4S ROOF PANELS BLOCK TO RAKE 4 ., 2TP4•�H 6x6 & LARGER HF N0.1 ROUGH SAWN & AS NOTED. 0 BLOCK TO RAKE 2-16d TOENAIL EACH WALL PANEL scREws POSTS NOTED WITH "*" MAY BE NO.2 GRADE PLUS 2x6 Z • PURUN TO EACH RAKE SAME AS FOR GIRT I• • Q(n PER NOTE#4. PURUN .I PT HF NO.2 SCAB APPLIED ON INSIDE FACE OF POST J 2.6 FASCIA 2-16d TOENAIL WALL PANEL SCREWS EXTENDING FROM FTG PAD TO Y3 THE EAVE HEIGHT Q W/3-16d EACH PURUN SAME AS FOR GIRT I •I ABOVE GRADE. NAIL SCAB WITH (4) ROWS LLJ I 0-16d RAKE TO ENDWALL TO TRUSS PER NOTE#4. I' 3-16d EACH END OF LAP POST POST FOR CONTINUOUS RAKE. TRUSS 2x6 FASCIA 0.131" DIA % 3va" GALV. NAILS SPACED 4" O.C. H p (5-i6d FOR SINGLE SPAN W/3-.I6d EACH ROW, z AS SHOWN OR(7)0.131"DIA AND AT CORNER POST.)(TYP,) ENDWALL POST-14TRUSS TOP CHORD z x 3 1/4•LONG EACH END OF LAP z x BLOCK W/WIDTH BLOCKING: HF STANDARD AND BETTER FL POST TO MATCH POST. WALL PANELS VNAJL W/10-I6e(TYP.) 6.) EMBEDDED STRUCTURAL POSTS SHALL BE PRESERVATIVE TREATED USING TREATMENT NQIE: BLOCK SIZE TO TRUS$TOP CHORD BOTH SPLICE CONFIGUG.RATIONS TRUSSES(TYP.) MATCH POST OR OR CANTILEVERED Well PANELS TRUSS BRACING BUILD To MATCH RAKE BEAM FOR 0.60 pcf RETENTION IN CONFORMANCE WITH AWPA USE STANDARD UC4B. ALL ONE EQUALLYMABUSED EITHER PER #3#2' OTHER LUMBER IN CONTACT WITH SOIL OR CONCRETE, OR EXPOSED TO WEATHER BUILDERS DISCRETION. SHALL BE PRESERVATIVE TREATED FOR 0.40 pcf RETENTION. NAILS USED WITH WIDEST DIMENSION OFWIDEST DIMENSION OF PRESERVATIVE TREATED LUMBER OR BELOW GRADE SHALL BE HOT-DIPPED GALVANIZED. a N a ENDWALL POST U.N.O. ENDWALL POST U.N.O. (, 4 PURUN SPLICE DETAIL SD SECTION AT ENDWALL W OVERHANG SE SECTION AT ENDWALL W OVERHANG r8 \NO POST RIDGE CONNECTION 7,) BOLTS SHALL CONFORM TO ASTM A307 AND HAVE WASHERS UNDER EACH HEAD AND 2 =1'-0" 2 ,-,•_o• 2 +=+'-0 2 NUT U.N.O. PRE-BORE BOLT HOLES 1/16" LARGER THAN BOLT DIAMETER. Um � `m 8.) CONCRETE SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 3000 psi. 2X6 GIRT TOE-NAILED FOR WEATHERING. (2500 psi USED FOR DESIGN, SPECIAL INSPECTION IS NOT REQUIRED). TO SKREED W/16d PURLIN WRAP STRAP OVER AT 16"O.C. POST BLOCK AND PURLIN 9.) BACKFILL FOR EMBEDDED POSTS SHALL BE CLEAN SAND PER DETAIL 16/2. POST COMPACTION OF SAND SHALL BE BY MANUALLY TAMPING WITH A 20 POUND 3 N Lil WALL PANEL SCREWS \ \ \ ` O p FOR GRT PER NOTE#4 \/\\� q \y\\/� MINIMUM STEEL TAMPING BAR IN LIFTS NOT TO EXCEED 8". I-D-� u FLOORNSLAB \ \\\//` I• ' 10. STEEL STRAP SHALL BE SIMPSON CS16 OR EQUAL. s o 1 TOE NAIL T-GIRT 16d GALVPNIZEO / q q \ SIMPSON CS16 WRAPPED AROUND ) TO POST W/3-t6d O 10'o.c. \ q ' w _ \ q \ PURLINS,BLOCK,ANO ONTO I �4BE6tlR FAC. ® 2.4 P.T.GIRT - •', .'. ', q KNEE BRACE.ATTACH w/ 11.) NOT USED v \ q \\ (4)16d(MIN).NAILS EACH MEMO I • 4x BLOCK BETWEEN 12.) CONSTRUCTION OPTIONS WHERE SHOWN ARE AT THE BUILDER'S DISCRETION. 2x6 GRT. FACE x 4"MIN. o \ q RIDGE PURUNS NAIL TO POST W/ n O \ q \\ 3-16d DRIVEN AT '� TRUSS ANCHOR I EMBED q q ANGLE(TYP,) a SIMPSON'META 16' I \ \ NOTE: 13.) NAILS ARE COMMON WIRE, UNLESS NOTED OTHERWISE. NAILS INSTALLED IN BE FOOTING ND AROUND ® i6e NAILS. I /q q \ WHERE LENGTH OF BRACE PRESERVATIVE TREATED LUMBER TO BE HOT DIPPED GALVANIZED OR EQUIVALENT. BEI I q POST AND NAIL \ q \ ,1pCl,Flu& EXCEEDS 5'-6"ADD FLAT 2x6 GIRT, FACE a (2)ANCHORS PER BRACE 75%OF LENGTH NAIL W/3-16d(TYPJ N POST(EACH SIDE) I \ q \ OFMSAME OER EXCEPT(1)ANCHOR q q NOTE#9 16d O 12•o.c. FOR CORNER POSTS. O q m \\ I 2.4 7' 2x6 T-GIRT. NAIL H \ 6•CONCRETE PAD •I 2x8 HF#2 DIAGONAL GIRTS TOGETHER W/ ip •• it BRACE 16d O 12'O.C. ` \ `�// (9) 16d NAILS SPACED POST EQUALLY EACH WAY (IV EAVE LJ iw PER SECTION %/1 HEIGHT As/, cf) 12 WALL GIRT DETAIL 13 BASE GIRT DETAIL 16EMBEDDED POST FOOTING W PAD -26N ENDWALL POST BRACE DETAIL LJ 2 3/4•-1'-0• 2 ,•-1'-0' POST AT RIDGE -1 W PURLI4PUR CK BETWEEN /D (3) 16d FROM L BLOCKS w/ z PURLIN TO E0. NAILS BLOCK.(7YP. GGERED NOTE: (\� AP OVERATTACH WALL PANEL w/#9 x1-1/2" xK SELF-TAPPING SCREWS AT 9o.e.ALONG �tuw�VERTICALEDGEOFOPENING AND rY> "BLOCK FOR STRAP xaY mBLOCKSSIMPSON H2.5 EA AT TOP(ANDBOTTOMPURLIN END TO TRUSS (3)0.131.0 x OF WINDOW OPENING. BLOCK ALL CONNECTIONS TO BE(3)0.131'0 z 3-1/4'OR RAFTER. LS GIRT1/4' (D(TYP.AT(2)2x6 NAILS GIRT FOR NAILS U.N.O.AT ALL INTERSECTING O TO BLOCK STRAP ORABUTTING MEMBERSL NAL 12GIRTS DBLOCKONLY) � (ttP.) 24'LONG 0.131'I x 3-1/4'NAILS AT 12"o.c.AND NAIL () NOTE PER L-BLOCKS w/0.131Y%3-1/4-NAILS AT 4'O.C. 0 STEEL STRAP 20X8 BRACE w/(3) NOTE#10 ON i6d TOENAILS EA.SIDE LL (PER NOTE110)w/(12)#8x11$" OF DBL BLOCK SHEET 3 L-BLOCK WOOD SCREWS AT BRACE h 6 w/(a) tad z /y� #8:115'WOOD SCREWS AT NOTE: L-BLOCK w/ 1-1/2•AT m OBL mwO WHERE LENGTH OF BRACE 0.131•oz3-1/4' EACH ON p L-BLOCK BETWEEN EXCEEDS 5'-6'ADD FLAT NAILS AT s'w.c (TYPICAL ALL L-GR75 O 01'P•) CORNERS) N 7"BRACE 75%OF LENGTH 16d O 12'o.c, STRAP U • I 2x4'T' •I 2x8 HF12 DIAGONAL �: BRACE TO ROOF L-BLOCK (9) SIMPSON SDS}x3"WOOD SCREWS BLOCK EAVE w/PRE-BORED Al"0 HOLES h sheet HEIGHT SPACED EOUALLY EACH WAY 2'-0•MAX. BLOCK FOR STRAP 2 21 ENDWALL POST BRACE DETAIL 23 WINDOW CORNER DETAIL 2 ,'-1'-0• 2 N.T.S. -- - 2 i o"-1 3 Page 1 of 13 Job Truss Truss Type City Ply PERMITTING I STANDARD LOAD O.C. BB310462 T&C NO CI—D16' KINGPOST 1 1 ___ Job Reference(optional) The Truss Co./Tri-County Truss,Sumner,Burlington,Pasco,WA I Eugene,OR,TSE 7.430 s Jul 25 2013 MiTek Industries,Inc.Thu Oct 31 14:46:412013 Page 1 ID:iNit5wZxghjyPSTyDWcrLTyVuEE-x1 PTN8oNgUybavQZhw4ggAkGzNL5Y5tggFFo5lyNgsy 8-40 16-0-0 8-40 8-0-0 Scale=1:25.8 6x6= 2 4.00 12 5 6 T1 1 T1 1 3 4x8= 4 3x4 11 4x8= 8-0-0 16-40 8-40 I 8-40 Plate Offsets(X Y):[1:0-3-3,0-2-01,[3:0-3-3,0-2-01 TCLL LOADING(psf) SPACING 5-M CSI DEFL in (loc) I/deft Ud PLATES GRIP TCLL 25.0 Plates Increase 1.15 TC 0.68 Vert(LL) -0.07 1-4 >999 240 MT20 220/195 (Roof Snow=25.0) Lumber Increase 1.15 BC 0.54 Vert(TL) -0.09 1-4 >999 180 TCLL 5.0 Rep Stress Incr NO WB 0.16 Horz(TL) 0.03 3 n/a n/a BCLL 0.0 BCDL 1.0 Code IBC2012/TPI2007 (Matrix) Weight:74 lb FT=10 LUMBER BRACING TOP CHORD 2x6 DF SS TOP CHORD 2-M oc purlins(4-4-10 max.). BOT CHORD 2x6 OF No.2 BOT CHORD 9-11-0 oc bracing:1-3 CONTINUOUS WEBS 2x4 OF Stud 2x6 BLOCKING IF ACTUAL SPACING OF TRUSS IS 2-TRUSSES REACTIONS (Ib/size) 1=1204/0-5-8 (min.0-1-8),3=1204/0-5-8 (min.0-1-8) SPACED 10'-0"oc(1-TRUSS EACH SIDE OF 6x I Od NAIL Max Horz 1=51(LC 9) POST), THE SPACING OF THE BOTTOM CHORD Max Upliftl=-412(LC 10),3=-412(LC 10) LATERAL BRACING MAY BE INCREASED TO (TYPICAL) 12'-0"oc PROVIDED CONTINUOUS 2x6 BLOCKING FORCES (lb)-Max.Comp./Max.Ten.-All forces 250(lb)or less except when shown. IS USED ALONG THE FULL LENGTH OF THE TOP CHORD 1-5=-2253/716,2-5=-2024/736,2-6=-2024/736,3-6=-2253/716 BOTTOM CHORD PER SECTION A-A.CONNECT BOT CHORD 1.4=-586/1960,3-4=-586/1960 BLOCKING WITH 10d x 3"NAILS SPACED 6"oc , WEBS 2-4=-6/510 ALONG EACH BOTTOM CHORD. !( 2x TRUSS NOTES SECTION BOT CHORD 1)Wind:ASCE 7-10;Vult=110mph(3-second gust)Vasd=87mph;TCDL=3.Opsf;BCDL=0.6psf;h=25ft;B=45ft;L=24ft;eave=oft;Cal.II;Exp B;partially;MWFRS A_A (directional);cantilever left and right exposed;end vertical left and right exposed;Lumber DOL=1.60 plate grip DOL=1.60 2)TCLL:ASCE 7-10;Pf=25.0 psf(flat roof snow);Category II;Exp B;Partially Exp.;Ct=1.1 3)Unbalanced snow loads have been considered for this design. 4)The bottom chord dead load shown is sufficient only to cover the truss weight itself and does not allow for any additional load to be added to the bottom chord. 5)Dead loads shown include weight of truss. Top chord dead load of 5.0 psf(or less)is not adequate for a shingle roof. Architect to verify adequacy of top chord deadload. 6)This truss has been designed for a 10.0 psf bottom chord live load nonconcurrent with any other live loads. 7)Provide mechanical connection(by others)of truss to bearing plate capable of withstanding 412 Ib uplift at joint 1 and 412 Ib uplift at joint 3. 8)This truss is designed in accordance with the 2012 International Building Code section 2306.1 and referenced standard ANSI/TPI 1. 9)"Semi-rigid pitchbreaks including heels"Member end fixity model was used in the analysis and design of this truss. LOAD CASE(S)Standard 19964 l Digitally signed by:Terry L.Powell,P.E. I WARNING+ VERIFY DESIGN PARAMIETERS AND READ ALL NOTES ONTHIS TRUSS DRAWING NOTES BEFORE USE. """""' •' Dest n aaltd for use with IVIttek cannectdrs Ibis design is basei3oril u ariarametei'S;shovm,;aarlrs fur ori ndtendual liwtdr' coonent to be I��� �i1'' tnstalled and loaded vertically Apphcabslity of design parameren and proper rncorporahon of cgraponent is responsibtlrty;of bwldng designer. Bracing;shown,js fur lateral support of inditndual web members oaly Additional,temporary bracing ro lrtsli a stability dunng conshucllon is`:the - resportsibility'ofthe erector Adilitianal peixnanerd luaang of the,overall struriute is the responsibility of the building de3igner Foi generaf gwdarice. - regarding;fabricatior} qualATcontrol storage delivery erection and braang,consultANSUTPI 1 t2nadtty�Critaia,DSB 0 ant. 91'1 Cmgpanen Safety`hrfomrationavatlaliI $am Truss Plafe'InshEute,583 D't7no`frio'Drive.Madisoc>'LVi 5371`9,., j�Y. PRO JOB#:TSE � RLUtIVED A Engineering A BY: 12810 NE 178TH ST STE 218 JUN I, 20�� WOODINVILLE,WA 98072 ©(425)481-6601 4 DATE: Job Name: Robinson Site Address: 1035 W 8th St Port Angeles, WA 98362 Jurisdiction: City of Port Angeles Job ID: Robinson Design Specifications: 2012 IBC Building Type: Post-Frame Design Wind Speed (3 sec gust): 130 mph @ SD Level Wind Exposure: C Roof Snow Loading: 25 psf Risk Category: II R: 2.5 %of Snow Incl..w/Seismic: 0 % Soil Site Class: D Allowable Soil Bearing: 1500 psf Analysis Procedure: Wind: ASCE 7-10 Envelope Procedure Seismic: ASCE 7-10 Equiv. Lateral Force Procedure r Sectral Response ° p spo se Acceleration, Ss: 150 /°g Load Combinations: ASD Basic Building Design Parameters Roof DL: 3 psf Wall DL: 4 psf 1"969 f®NAL �3 /C v 5.9.07 b Town Draw North Arrow in Circle ®lOIVIl C011I1 16521 H(425)2 8.4171-C•Lyup:t2W,84098031-3161 Design f 6 r �)_ Evemtt:(4257250.41]1•Puyallup:0577040-9552 qmm� POST FRAME BUILDINGS Adminisl,aV Headquarters:(425)743.1555 // l �� • e • Con(425) 4378•00P624RSUr // 1 v. Con— —: ,k.,,Wp 1S TpyJ ¢.di,y:Ovr Fun..e DepmL On 1," Permabilt.com•lacebpak.eoMpepnabilt PLEASE CHECK [Roll-up doors fit in Bays �r=U Wintl MPH OQ CI oll-up doors will not hit Truss Wind Exposure F Roof Pitch t'% Eave Heighf —Snow Load Minimum Clearance l YES N (please circle) FLOOR PLAN r _ 1 s is j: l! _ i. 1 I l� Ove/G1ISaG fVLLPhY79JNG1X/Z Lv�1G,2l.-.fv 11 / _ , . ...._. �.-13.11 1 N rs{ ,L�_• >�«�s(.__.. Fr�E,Td,eua d:Vii/ .�rzIn dt)' Iia) &e,ow,i nV_rs3! �.1 .7 BUILDING ELEVATION I�1 tomer hes verified and approved the orientation of the building to the North and verifies that all ;�=,'•. ✓� ( / items specified in Paragraph B of the contract are shown on this drawing and vice versa. IIB�III I�I�I III IDI Customer Name:' / / - Lead #: Customer Signature: rn s o a White-Cust"',Cppy C.wary-OQice Copy ®2012 Perm.-gilt®Industries FR-8507/12 P^j .,.u.,.r PROJECT: Robinson PAGE: TV CLIENT: PermaBilt DESIGN BY: Erigiri---; -s-q JOB NO.: 24693 DATE: 06/21/16 REVIEW BY: Wind Analysis for Low-rise Building,Based on ASCE 7-2010 INPUT DATA WIND SURFACE Exposure category(B,C or D,ASCE 7-10 26.7.3) C FOR DESIGN Importance factor(ASCE 7-10 Table 1.5-2) Iw = 1.00 for all Category Basic wind speed(ASCE 7-10 26.5.1 or 2012 IBC) V = 130 mph Topographic factor(ASCE 7-10 26.8&Table 26.8-1) Kz7 = 1 Flat Building height to eave he = 8 ft c Building height to ridge hr = 10.7 ft = Building length L = 20 ft L Building width B = 16 ft Effective area of components(or Solar Panel area) A = 50 ft2 B DESIGN SUMMARY Max horizontal force normal to building length,L,face = 4.92 kips,SD level(LRFD level),Typ. Max horizontal force normal to building length,B,face = 3.78 kips See Page 4 for Adjusted Wind Forces ANALYSIS Velocity pressure qh=0.00256 Kh Kt Kd V2 = 31.26 lost where: qh=velocity pressure at mean roof height,h.(Eq.28.3-1 page 298&Eq.30.3-1 page 316) Kh=velocity pressure exposure coefficient evaluated at height,h,(Tab.28.3-1,pg 299) = 0.85 Kd=wind directionality factor.(Tab.26.6-1,for building,page 250) = 0.85 h=mean roof height = 9.35 ff <60 ft,[Satisfactory] (ASCE 7-10 26.2.1) <Min(L,B),[Satisfactory] (ASCE 7-10 26.2.2) ` Design pressures for MWFRS p=qh[(G CPf)-(G CPI)] where: p=pressure in appropriate zone.(Eq.28.4-1,page 298). pmiN= 16 psf(ASCE 7-10 28.4.4) G Cp f=product of gust effect factor and external pressure coefficient,see table below.(Fig.28.4-1,page 300&301) G Cp;=product of gust effect factor and internal pressure coefficient.(Tab.26.11-1,Enclosed Building,page 258) = 0.18 or -0.18 a=width of edge strips,Fig 28.4-1,note 9,page 301, MAX[MIN(0.1 B,0.1 L,0.4h),MIN(0.04B,0.04L),3) = 3.00 ft Net Pressures(psf),Basic Load Cases Roof angle 8 = 18.65 Roof angle 0 = 0.00 Surface Net Pressure with Net Pressure with GCp1 (+GCpi) (-GCpi) GCp1 (+GCpi) (-GCpi) 1 0.52 10.57 21.83 -0.45 -19.69 -8.44 2 -0.69 -27.19 -15.94 -0.69 -27.19 -15.94 3 -0.47 -20.32 -9.07 -0.37 -17.19 -5.94 4 -0.42 -18.67 -7.42 -0.45 -19.69 -8.44 5 0.40 6.88 18.13 6 -0.29 -14.69 -3.44 1E 0.78 18.85 30.10 -0.48 -20.63 -9.38 2E -1.07 -39.07 -27.82 -1.07 -39.07 -27.82 3E -0.68 -26.74 -15.49 -0.53 -22.19 -10.94 4E -0.62 -25.04 -13.79 -0.48 -20.63 -9.38 5E 0.61 13.44 24.69 6E -0.43 -19.07 -7.81 3E 3 2 2 2E 3 4 I 2E 4CORNER� 3E4E _�f6E- 0 �i4E REFERENCE CORNERS 1E RE5E ° WIND DIRECTION 2° ° WIND DIRECTION Load Case A (Transverse) Load Case B (Longitudinal) Basic Load Cases TSE Engineering Page:4 LATERAL ANALYSIS Job ID: WIND Robinson The analysis on the previous page determines the wind force on the total exposed wind surface of the building. For post-frame construction with embedded posts, the amount of wind force imposed on the main force resisting system equals the roof projected area plus 3/8 of the wall projected area. Vt&VI are adjusted by 0.6 for allowable stress values. Calculations that follow adjust the total wind force to the design force on a post-frame building: INPUT: PT= 4920 lbs. (non adjusted) 1 PL= 3780 lbs. (non adjusted) 1 hr= 10.7 ft. he= 8 ft. ADJUSTED WIND FORCES: Transverse; VT= [(hr-0.625 he)/hr](PT)(0.6) = 1573 lbs. Controls Longitudinal; VL_ {[0.375 he+ 0.5(hr-he)]/[he+ 0.5(hr-he)]}(PL)(0.6) = 1055 lbs. Controls . SEISMIC The seismic force imposed on the main force resisting system of a post-frame building is based on the seismic weight of the roof plus 3/8 of those walls that are perpendicular to the direction of the seismic force. INPUT: Building Width = 16 ft. p= 1.3 Building Length = 20 ft. 1= 1 SEISMIC WEIGHTS: W roof = 960 lbs. Wend walls = 470 lbs. W side walls = 480 lbs. SDS= 2/3 Ss = 1.000 Cs= SDS/(R/1) = 0.400 SEISMIC BASE SHEAR: V= Cs W Transverse= 576 lbs. Longitudinal= 572 lbs. SEISMIC DESIGN FORCES: VT= Cs Wt p 0.7= 524 lbs. VL = Cs Wi p 0.7 = 521 lbs. Draw North Arrow in Circle OWIl 16521 Highway 99,Sulle C•Lynm—.wA 99037-3161 ® 0 ry Everett:(425)259-41]1•Puyallup:17Q-690 9552 Building Design POST FRAME BUILDINGS Atlminisvarrve Heatlp;wNC:(49th)43-1555 �le � 1 ] )8• • ( 5) BOP924-9552 n Con4aclean.TOWNCPF089LT (Tuiliry:Our Fun�re Drpmd�On 1�"' Pe..WL—•facebookc—,c,aablll 1 i—� PLEASE CHECK / [`Roll-up doors fit In Bays �rU Wind MPH /SOD C1�?oll-up doors will not hit Truss Wind Exposure `•, /// u l Roof Pitch J Eave Height i ySy Snow LLoad]rq / Minimum Clearance FLOOR PLAN �1E1Ill 1Y YES NO (please circle) I Li r 1 i 's i Ii �ti f ,ll ` l�l i i V 1V 10' 2 V vL ; .. l 14- YA'yX yip/GNt-!z�7F .. � r 1.4 i y Fr✓6.?s,E r3 t haJ lid v lytvf5l( .,� - i'11 �I 7 F D! int t ¢ BUILDING ELEVATION l �r r% C tomer has verified and approved the orientation of the building to the North and verifies that all / �] /r items specified in Paragraph B of the co a care shown on this drawing and vice versa. Il��lll9AlEl lol9ll Customer Nalne: { ., /_�/ ���IfI Lead#: Customer Signature: L'y) e a % ,. wwte Customer Copy Canary-Ofcc Copy ®2012 Perma-Billet lnduatries FR-85 07/12 IN, TSE PROJECT: JOB#: Engineering ABY: 12930 N.E.178th Street 6 Woodinville,WA 98072 A (425)481-6601 DATE: pt b f -F OF 1"Jor 2 f Lia IR FF \y 42' V,,t A k t, 0�, Ii-k3i 1�`(QVALLPV 14 D 61 I- Tl% It L 0.0 0.4 SHEAR I�x y PLAN VIfir IAl OF JVLDGy SHOV,INI L F-',R()A%A(I WIWI) L I:..(' 4R 1"11p, k.- L E r U L P11413e.- 6bil' 'fyp""j'o TSE Engineering page-- SHEAR age:SHEAR& DISPLACEMENT OF POST-FRAME BUILDING WITH ONE OPEN ENDWALL Job.ID: Robinson Assumptions: Roof-diaphragm is rigid Building has shearwalls on sides and one end Building rotates about its shear center SIDEWALL B SHEAR CENTER RIDGE--\ -i— ------ -A 1 14 "OPEN ENDWALL" A_ Note: "Open Endwall" is enclosed but without qualifying 1I PIT 21 shearwail segments PLAN VIEW WITH GRIDS VT= 1573 lbs. GRID 1 V(shear on endwall) = 1573 lbs. • Endwall Shearwall Length= 13 ft. V(endwall)= 121 plf < 125plf allowable for metal clad wall (see page 9) e(distance to shear center)= 8.82 ft. Q (shear on each sidewall)= 867 lbs. GRID A Sidewall Shearwall Length = 20 ft. V(sidewall) = 43 plf GRID B Sidewall Shearwall Length= 20 ft. V(sidewall)= 43 plf SE(deflection of endwall)= 0.128 in. Ss(deflection of sidewall)= 0.123 in. d= 0.307 in. A= 0.435 in_ A allowable per IBC Table 1604.3 = 0.797 in. 0.K. Ratio A to H= 0.005 TSE Engineering page: SHEARWALL DEFLECTION OF POST-FRAME BUILDING Job !D: Robinson Endwall Input: Results: A= 19.25 int 8 v H3 = 0.002 in. b= 13 ft. EAb E = 1.3 x106 psi en= 0.02 in. v H = 0.007 in. G = 11 x106 psi G H = 8 ft. t= 0.0135 in. 0.75 H en = 0.120 in. V(endwall)= 121 plf E = 0.128 in. Sidewall Results: A= 19.25 int 8 v H3 = 0.000 in. L(nv.)= 20 ft. E A L • E= 1.3 x 106 psi en= 0.02 in. v H = 0.002 in. G= 11 x106 psi G H = 8 ft. t= 0.0135 in. 0.75 H en = 0.120 in. V(sidewall) = 43 plf E = 0.123 in. X<_- ATTACH.MENT DETAIL o o 1-114"-14 x 7/a"Stitch Screw(1'-0"o.c.) 0-Slope The minimum recommended slope.,for Pro-Panel 110 roof --#9-15 Woodscrew panel is 3'12.. i 4 > 0-Sub§tructure < t Pro-Panel 1!6 is designed to be utilized over open structural framing,or a solid substrate. To avoid panel distortion,use i -f- � a properly aligned and uniform substructure. .Coverage 1 I ! Optional Pro-Panel 1,711 panels are available in a-1/W'rib height with a i i I Profile coverage width of 3d'. ( i E 0.Length I Minimum factory cut length is 5'-0". Maximum. recommended.panel Length is 45`-0". Longer panels require additional consideration in packaging,shipping,and \—Anti-Siphon Groove erection. Please consult Metal Sales for recommendations, ►Fasteners The fastener selection guide should be consulted for choosing the ptoperfastener for specifie,appiications. FASTENING PATTERN Quantity and type of fastener must meet necessary loading and code requirements: NOTE Alt panels are subject to surface distortion due to improperly applied fasteners: Overdriven fasteners will 1/d"-14 x'/s"Stitch Screw /#9-15 Woodscrew cause stress'and induce oil I canning across the-face of the . f Y panel at ornearthe pointofattachmerit. Oo-.Availability Finishes:Acrylic Coated Galvalumev or MS Colorfast4bp Gauges:269a and 29ga standard 0 0- opo SECTION PROPERTIES D • � D- Top in Compression Bottom in Compression Inward Outward Width Yield Weight _ Ga. (in.) KSr PSF ixx Sxx ixx Sxx Load Load InIfft In'/ft In'/ft tn'/ft 2' 2.5' 3' 3.5' 4' 5' 2' 2.5' 3' 3.5' 4' 5' 29 36" 80 0.71 0.0067 0.0134 OAO47 0.0133 90 58 41 27 18 9 90 59 41 27 18 9 26 36" 80 0.87 0.0090 0.0181 0.0063 0.0170 115 75 52 35 23 12 122 79 55 1 35 23 12 1. Theoretical section properties have been calculated.per AISI 2001"Specification for the Design of Cold-Formed Steel Structural Members." Ixx and Six are effective section properties for deflection and bending. 2. Allowable load is calculated in accordance with AISI 2001 specifications considering bending,shear,combined bending and shear and deflection. Allowable load considers the worst case of 3 or 4 equal span conditions. Allowable load does not address web crippling or N fastener/support connection and panel weight.is not considered. o 1 Deflection consideration is limited by a maximum deflection ratio of L/180 o f span. a 4. Allowable loads do not include a 1/3 stress increase in uplift. C) 5. ,Diaphram 306 plf average UIitmate Shear Strength using the above fastening pattern on 2x supports Iocated 2'on center per ASTIV 1;455-04 " .� an o_' ®D J. ca l = 5,0 If -_ o metal sales Kent,WA 800.431.3470 Jefferson,OH 800.321.5833 Anchorage,AK 866.640.7663 manufacturing corporation Temple,TX 800.543.4415 Rock Island,IL 800.74T 1206 Bay City,MI 888.777.7640 Longmont,CO 800.289.7663 Seilersburg,IN 800.999.7777 Detroit Lakes,MN 888.594.1394 Antioch,TN 800.251.8508 Jacksonville,FL 800.394.4419 Mocksviile,NC 800.228.6119 Woodland,CA 800.759.6019 Orwigsburg,PA 800.544.2577 Fort Smith,AR 877.452.3915 Rogers,MN 800.3289316 Independence,MO 800.747.0012 Spokane,WA800.572.6565 Fontana,CA 800.782.7953 va/trvw.meta[sales-us.com TSE page: Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Sidewall 41` 6 ]t'f �ev Eave Height Post b PostdHF Post Fb Fc E 10 ^6 8 NOMINAL: 4 6 #2 850 1300 1.3 ft. ACTUAL: 3.5 5.5 CD 1.6 1.6 1.0 in. in. CF 1.3 1.1 CL 1 Bay Width Span Roof OH Roof D Roof S Ci 0.8 0.8 0.95 10 16 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* Q1 ^6 1414 1830 1.235 ASD Wind Pressure 0.75W W Is Iwr psi psi psi 16 120 160 1 1 psf plf plf Cs IBC 2012 ASD BASIC LOAD COMBINATIONS: Loading: D+ 0.75S+0.75W Loading: D+W P 2066 lbs. P 285 lbs. • fc 107.3 psi fc 14.8 psi le 76.8 in. le 76.8 in. le/d 14.0 le/d 14.0 KCE 0.3 KCE 0.3 FCE 1900 psi FcE 1900 psi c 0.8 c 0.8 k.1 1.27 k.1 1.27 k.2 1.30 k.2 1.30 Cp 0.70 Cp 0.70 Fc' 1288 psi Fc' 1288 psi M (in-span) 6480 inAbs. M(in-span) 8640 inAbs. M (base) 11520 inAbs. M(base) 15360 in.-lbs. S.Mod. 17.65 in^3 S.Mod. 17.65 in"3 fb(in-span) 367 psi fb(in-span) 490 psi fb(base) 653 psi fb(base) 870 psi Post CSI (in-span)= 0.27 Post CSI (in-span)= 0.35 Post CSI (base)= 0.50 Post CSI (base)= 0.62 v 6.9.07 TSE6 N page= V U Engineering EMBEDDED POST DESIGN (POST-FRAME CONSTRUCTION) Endwall Eave Height Post b Post d HF Post Fb Fc E(10)"6 8 NOMINAL: 4 6 #2 850 1300 1.3 ft. ACTUAL: 3.5 5.5 CID 1.6 1.6 1.0 in. in. CF 1.3 1.1 CL 1 Av.Spacing Bay Width Roof OH Roof D Roof S Ci 0.8 0.8 0.95 8 10 1.5 3 25 ft. ft. ft. psf psf Fb' Fc* E'(10)^6 1414 1830 1.235 ASD Wind Pressure 0.75W W Is Iw psi psi psi 16 96 128 1 1 psf plf plf Cs 1 IBC 2012 ASD BASIC LOAD COMBINATIONS: Loading: D+0.75S+0.75W Loading: D+W P 1131 lbs. P 156 lbs. fc 58.8 psi fc 8.1 psi le 76.8 in. le 176.8 in. le/d 14.0 le/d 14.0 KCE 0.3 KCE 0.3 FCE 1900 psi FCE 1900 psi c 0.8 c 0.8 k_1 1.27 k.1 1.27 k2 1.30 k.2 1.30 Cp 0.70 Cp 0.70 Fc' 1288 psi Fc' 1288 psi M (in-span) 5184 inAbs_ M(in-span) 6912 inAbs. M (base) 9216 in.-lbs. M (base) 12288 inAbs. S.Mod. 17.65 in^3 S.Mod. 17.65 in"3 fb(in-span) 294 psi fb(in-span) 392 psi fb(base) 522 psi fb(base) 696 psi Post CSI (in-span)= 0.21 Post CSI (in-span)= 0.28 Post CSI (base)= 0.38 Post CSI (base)= 0.49 v 6.9.07 TSE Engineering Page: �fPC WAX -r P= 2660 lbs Foundation Design Diaphragm Restraint per 2012 IBC Section 1806.3& 1807.3 w H(ft)=8 Bay Width (ft)= 10 Wind Load (psf)= 16.0 iw= 1 w(plf)= 160 Lateral Load Design: j Post Diameter: 0.54 ft. 0.0 cu yd Foundation Depth: 4 it. Constrained? YES Depth Required 3.5 ft. Nonconstrained? Soil Passive,Ailowable: 100 psf Gravity Load Design: DL(psf) = 3 P= 2660 lbs Snow Load(psf)= 25 • Foundation Diameter: 1.5 ft. Span + overhang(ft)= 19 Foundation Area: 1.8 sf Bay width(ft)= 10 Bearing Allowable(Fb g): 1500 psf Is= 1 Actual Bearing(fbrg)=P/A= 941 psf Cs= 1 v 10.10.04-5.23.05 I��' K LO ,� mov�9 TSE Engineering Page: Coma I P= 1456 lbs Foundation Design Diaphragm Restraint per 2012 IBC Section 1806.3& 1807.3 w [H(ft)-=-8 Bay Width (ft)= 8 > Wind Load (psD= 16.0 lw= 1 w(plf)= 128 Lateral Load Design:. 1 Post Diameter: 0.54 ft. 0.0 cu yd Foundation Depth: 4 ft. Constrained? YES Depth Required 3.2 ft. Nonconstrained? Soil Passive Allowable: 100 psf Gravity Load Design: DL(psf) = 3 P= 1456 lbs Snow Load(psf) = 25 Foundation Diameter: 1.5 ft. Span +overhang(ft)= 13 Foundation Area: 1.8 sf Bay width(ft)= 8 Bearing Allowable(Fbrg): 1500 psf Is= 1 Actual Bearing(fbrg)=P/A= 515 psf Cs= 1 v 10.10.04-5.23.05 i VV TSE Page: Engineering PURLIN INPUT: Uniform Loading Span Length w(DL) w(SL) Is L Roof(psf) 3 25 1.0 9.4 ft 0 Tributary(ft) 2 2 C5= 1.0 Wall (psf) 0 0 Tributary(ft) 0 0 Floor(psf) 0 0 Tributary(ft) 0 0 Other(plf) 0 0 w(TL) 0 6.0 50.0 56.0 0 plf plf pif RESULTS: VI (DL) Vr(DL) VI (LL) Vr(LL) VI(TL) Vr(TL) M (DL) M (LL) M (TL) 28 28 235 235 263 263 66 552 619 lbs. lbs. lbs. lbs. lbs. lbs. ftlbs. ft.lbs. ft.lbs. DESIGN: MATERIAL Fb x CF Fv Fc(perp) E x 10^6 Manuflbr. Co 1.15 Timber CH 1 Dimen. Lbr. HF#2 1105 75 405 1.3 Cr 1.15 psi psi psi psi Ci 1 b d A S I 1.5 5.5 8.25 7.6 21 in. in. in."2 in.13 in."4 fv= 43 psi Brg.Lgth.= 0.036 ft. CL= 1.000 fb= 980 psi GL Cv= N/A R= N/A 0 (DL)= 0.04 in. o (LL)= 0.32 in. A (TL)= 0.36 in. RATIOS OF ACTUAL TO ALLOWABLE RATIOS OF SPAN TO DEFLECTION , fv/Fv'= 0.50 Ll 347 for LL> L/180 ok fb/Fb'= 0.67 L/ 310 for TL> L/120 ok USE 2x6 HF#2 @ 24"oc Table 1604.3 v 3.3.03 TSE Page: Engineering Pf= 25 CS= 1.0 1= 1.0 trib width= 6.5 RAKE BEAM PD= 3 W Ra RB 1.25 1.25 1.25_ _1.25 _ 1.25 1.25 ft INPUT: w(DL) pif 28 28 28 28 28 28 w(LL)pif 163 163 163 163 163 163 w(TL) pif 190 190 190 190 190 190 P (DL) lbs P (LL) lbs P (TL) lbs ol 0 ol 0 0 RESULTS: RA(TL)= 713 lbs. Re(TL)= 713 lbs. VA(TL)= 713 Ibs.(max.) Vs(TL)= 713 Ibs.(max.) MA(TL) = 0 ft.lbs. MA-B(TL)= 1336 tt.lbs.(max.) MB(TL)= 0 ft.lbs. A(DL)= A(DL)= 0.015 in. A(DL)_ A(LL)= A(LL)= 0.090 in. A(LL)_ A(TL)= A(TL)= 0.105 in. A(TL)_ BEAM PROPERTIES: MATERIAL Fb x CF Fv Fc(perp) Ex 10^6 Manuf.Lbr. Timber Dimen. Lbr. HF#2 935 150 405 1.3 psi psi psi psi b d A S I Brg.Lgth. CD 1.15 1.5 9.25 13.88 21.4 98.9 0.1 Cis 1 in. in. in.^2 in.A3 in.^4 ft. Cr 1 Ci 1 STRESSES: fv= 61 psi fv= 61 psi fb= 749 psi RATIOS OF ACTUAL TO ALLOWABLE STRESSES: fv/Fv' = 0.35 fv/FV = 0.35 fb/Fb'= 0.70 RATIOS OF SPAN TO DEFLECTION: L/ 1001 for LL L/ 856 for TL I USE 2x10 HF#2 v 3.3.03 TSE Engineering Page: 6 MECHANICAL CONNECTIONS Description of Connection: Truss Block Bolts INPUT: "WW"or "SS"or "B" Connector Main Member Side Member "Wm" ? "DS"? or"L"? Diameter Bend Yield Specie Thickness Dowel Brq Thickness WW DS B 0.75 45 HF 5.625 4.8 1.5 in. ksi in. ksi in. 36 Parallel to Grain Loading Fern = 4.8 ksi RESULTS: Re = 1 Rt= 3.75 YIELD MODE Im, Z= 5063 K(theta) = 1 p= NIA YIELD MODE Is, Z= 2700 c1 = 4 C2= 2 YIELD MODE ll, Z= N/A C3= 0 C4= 0 YIELD MODE Illm, Z= NIA C5= 1.6 C6= 1.6 YIELD MODE Ills, Z= 2191 k l = 1.254308 k 2= 1.081666 YIELD MODE IV, Z= 2983 k 3= 1.947457 k= 1.741464 Z= 2191 lbs. . Y TSE Engineering Page: Q MULTIPLE BOLT CONNECTIONS Description of Connection: Truss Block Bolts PARALLEL TO GRAIN LOADING GEOMETRY FACTOR Bolt Diameter= 0.75 in. Bolts per Row= 1 Number of Rows= 2 CA Row Spacing = 3 in. >=1.5D, o.k. Edge Distance= 1.25 in. >=1.5D, o.k. Bolt Spacing = 6 in. >=3D o.k. 1.000 End Spacing = 6 in. >=3.5D, o.k. 1.000 T or C Connection? T Ca = 1.000 GROUP ACTION FACTOR Em = 1.4 x10"6 psi Am = 19.25 inn2 EmAm = 26950000 Es= 1.4 x10^6 psi As= 16.5 in^2 EsAs= 23100000 Ren= 0.857143 y= 116913.4 u= 1.028198 m = 0.789051 Cg= 1.000 LOAD DURATION FACTOR CD= 1.15 PENETRATION DEPTH FACTOR p= N/A Cd = 1.000 TRUSS REACTION: Snow= 25 P= 3192 OK 1= 1 Cs= 1 0.63 Span= 16 DL= 3 Bay= 12 OH= 1.5 CONNECTION ALLOWABLE FORC Z' = Z Co Cg CD Cd Qty. = 2191 1.000 1.000 1.15 1.000 2 Allowable Z'= 5039 lbs_ A IN li 2013-1303557 Page 1 of 18 Deed of Trust \V Clallam Title Company Clallam County Washington 12/16/2013 11:11:02 RM 0111 VA.'T DiMM 1XIM 11 iRMA 14 it 9 L0, 11111 O O I When Recorded Mail To: UNITED SHORE FINANCIAL SERVICES, LLC 1414 EAST MAPLE RD TROY,MI 48083 O ! ATTN:POST CLOSING MANAGER [Space Above This Line For Recording Dat DEED OF TRUST BINSON #:135 3 7013 5 02157 :'it0032413513670138 S Phone:1-888-679-6377 IN 063000024168 ABBR.LEGAL DESCRIPTION: LOT 12, BLOCK 241, TOWNSITE OF PORT ANG C COUNTY, WASHINGTON. SITUATE IN THE COUNTY OF CLALLAM, STATE OHI ETON. Full legal description located on page 2 or 3. DEFINITIONS Words used in multiple sections of this doc nt 4a de ed low and other words are defined in Sections 3, 11, 13, 18,20 and 21.Certain es rega li g e s e o words used in this document are also provided in Section 16. (A)"Security Instrument"means th ume tt, i is dated DECEMBER 9, 2013,together with all Riders to this document. (B) "Borrower" isRAY A ON I, A SINGLE MAN. Borrower is the trustor under this Security Instrument. (C) "Lender" is d TED LSSA MORTGAGE, A DIVISION OF UNITED SHORE FINANCIAL S V CE , LCI e a LIMITED LIABILITY COMPANY organized and existing under the laws of d 's a ress is 1414 EAST MAPLE RD, TROY, MI 48083. (D)"Truste * W L L. OP, ESQ.. (E) "MERS' i rtga ctronlc Registration Systems, Inc. MERS is a separate corporation that is acting solely as n inee L der and Lender's successors and assigns.MERS is the beneficiary under this Security I t t.ME is organized and existing under the laws of Delaware,and has an address I WASHIN T N-Sin a ily- annie Mae/Freddie Mac UNIFORM INSTRUMENT I 450 357. 8 Page 1 of 15 Form 30481/01 We le WIWI' 0 O 2013-1303557 12/16/2013 11:11:02 AM 2 of 18 Clallam County, WADTR ROBINSON i 0053602157 113 7013 and telephone number of P.O.Box 2026,Flint,MI 48501-2026,tel.(888)679-MERS. O (F) "Note" means the promissory note signed by Borrower and dated DECEMBER 9, 2013e Note states that Borrower owes Lender EIGHTY-ONE THOUSAND AND 00/100 Dollars(U.S.$81"o 00) plus interest.Borrower has promised to pay this debt in regular Periodic Payments and to pay the de full not later than JANUARY 1, 2044. "Ri (G) "Property" means the property that is described below under the heading"Transf r oin t Property." (H)"Loan"means the debt evidenced by the Note,plus interest,any prepayment ges an la e char due under the Note,and all sums due under this Security Instrument,plus interes . (I) "Riders" means all Riders to this Security Instrument that are executed b Bo er� e ollowing Riders are to be executed by Borrower [check box as applicable]: ❑Adjustable Rate Rider ❑Condominium Rider Secon a Rt r ❑Balloon Rider ❑Planned Unit Development Rider Biweekl yment ider ❑1-4 Family Rider ❑Other(s)[specify] _ (J) "Applicable Law" means all controlling applicable federal, state d local statutes, regulations, ordinances and administrative rules and orders(that have tl�e�ffect of law) 11 as all applicable final,non -appealable judicial opinions. (K) "Community Association Dues,Fees,and Assessmen eans all,, ,u sfees,assessments and other charges that are imposed on Borrower or the Property by on omtum association, homeowners association or similar organization. (L)"Electronic Funds Transfer"means any trfe�q funds,other than a transaction originated by check, draft,or similar paper instrument,which is initiated-thibu&h an electronic terminal,telephonic instrument, computer,or magnetic tape so as to order,ins ora 'o e a financial institution to debit or credit an account. Such term includes, but is not 1 to, oin -sale transfers, automated teller machine transactions, transfers initiated by telep �ae ,/4t tra ers, and automated clearinghouse transfers. (M)"Escrow Items"means thos it ms th d cri i Section 3. (N)"Miscellaneous Proceeds"mean com},e t settlement,award of damages,or proceeds paid by any third party (other than insurance p ce s�a nder the coverages described in Section 5) for: (i) damage to,or destruction of,the o e ;(t co emnation or other taking of all or any part of the Property; (iii)conveyance in lieu of con nation; iv isrepresentations of,or omissions as to,the value and/or condition of the Prop (0)"Mortgage I n "m n ' sur protecting Lender against the nonpayment of,or default on, the Loan. (P)"Periodic a mea t regularly scheduled amount due for(i)principal and interest under the Note,plus(i* y n under a ion 3 of this Security Instrument. (Q) "RESP ans t I Estate Settlement Procedures Act (12 U.S.C. §2601 et seq.) and its implementing la ' n,Reg a on X(12 C.F.R.Part 1024),as they might be amended from time to time, or any additiona or cc sor legislation or regulation that governs the same subject matter.As used in this Security I strume " refers to all requirements and restrictions that are imposed in regard to a "federal elategage loan"even if the Loan does not qualify as a"federally related mortgage loan" under PA (R) "Su e r In I krest of Borrower" means any party that has taken title to the Property,whether or t} tha a has umed Borrower's obligations under the Note and/or this Security Instrument. L � S GTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT .1� .2 Page 2 of 15 Form 30481/01 I O O 2013-1303557 12/16/2013 11:11:02 AM 3 of 18 Clallam County, WADTR ROBINSON 0053602157 1 51 7013 TRANSFER OF RIGHTS IN THE PROPERTY O The beneficiary of this Security Instrument is MERS(solely as nominee for Lender and Lender's s c ssors and assigns)and the successors and assigns of MERS.This Security Instrument secures t Lender. (i the repayment of the Loan,and all renewals,extensions and modifications of the Note;and(ii e p ace of Borrower's covenants and agreements under this Security Instrument and the Note or th1 os Borrower irrevocably grants and conveys to Trustee,in trust,with power of sale, w' describ d property located in the COUNTY (Type of Recording Jurisdiction) of CLALL Name ecordiryg j Jurisdiction): �/ LOT 12, BLOCK 241, TOWNSITE OF PORT ANGELES, CLALLAM CO AS FGTON which currently has the address of 1035 W. 8TH ST.,PORT ANGELES as in to 8 ("Property Address"): TOGETHER WITH all the improvements now or er a ed on property, and all easements, appurtenances, and fixtures now or hereafter the p er . i replacements and additions shall also be covered by this Security Instrument.A} of the foreg ' is referred to in this Security Instrument as the "Property." Borrower understands an4 agrees that M holds only legal title to the interests granted by Borrower in this Security Instrument,\b tt,if necessary t comply with law or custom, MERS(as nominee for Lender and Lender's successors anassns)has a 'ght: to exercise any or all of those interests, including,but not limited to,the right to for os?!-an s the Property; and to take any action required of Lender including,but not l' ited to,releasing anceling this Security Instrument. • BORROWER COVENANTS that Bono i awfully seised of the estate hereby conveyed and has the right to grant and convey the Proper, an t the Property is unencumbered, except for encumbrances of record. Borrower warrants n w' de d nerally the title to the Property against all claims and demands,subject to any encu nce Kr ord. THIS SECURITY INSTit� N co nes iform covenants for national use and non-uniform covenants with limited variations by' ctio t c stitute a uniform security instrument covering real property. UNIFORM COVEN Borr and Lender covenant and agree as follows: 1. Payme�a P inc a Inter t Escrow Items, Prepayment Charges, and Late Charges. Borrower shall p y he �th n i I of, and interest on,the debt evidenced by the Note and any prepayment ch res at chies due under the Note.Borrower shall also pay funds for Escrow Items pursuant to a ion 3. en di under the Note and this Security Instrument shall be made in U.S. currency.H w v , ' eck o? her instrument received by Lender as payment under the Note or this Security Ins a is rete e o Lender unpaid,Lender may require that any or all subsequent payments due under the an this Se .ty Instrument be made in one or more of the following forms,as selected by Lender: sh; ney order; (c)certified check,bank check,treasurer's check or cashier's check, provide a ch hec ' drawn upon an institution whose deposits are insured by a federal agency, instru ality, o e tity; or(d) Electronic Funds Transfer. P ents a e eemed received by Lender when received at the location designated in the Note or at such oth to do may be designated by Lender in accordance with the notice provisions in Section 15. er ay any payment or partial payment if the payment or partial payments are insufficient to �Ling t n current. Lender may accept any payment or partial payment insufficient to bring the Loan SIINGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 4 Page 3 of 15 Form 30481/01 O 2013-1303557 12/16/2013 11:11:02 AM 4 of 18 Clallam County, WADTR ROBINSON 0053602157 1 17013 current,without waiver of any rights hereunder or prejudice to its rights to refuse such paymen o artial payments in the future,but Lender is not obligated to apply such payments at the time such pay ents are accepted.If each Periodic Payment is applied as of its scheduled due date,then Lender need not p terest on unapplied funds.Lender may hold such unapplied funds until Borrower makes payment to bring a can current.If Borrower does not do so within a reasonable period of time,Lender shall either such ds or return them to Borrower. If not applied earlier,such funds will be applied to the outsta ' p l balance under the Note immediately prior to foreclosure.No offset or claim which Bo rr ht ha or in the future against Lender shall relieve Borrower from making payments due r e and thi Security Instrument or performing the covenants and agreements secured by this unity Ins ent. 2. Application of Payments or Proceeds. Except as otherwise describ i this S t on 2, all payments accepted and applied by Lender shall be applied in the following or n terest due under the Note;(b)principal due under the Note;(c)amounts due under S t' h p is shall be applied to each Periodic Payment in the order in which it became due. y remaj 'n amo shall be applied first to late charges,second to any other amounts due under this S curity In ment,and then to reduce the principal balance of the Note. _ If Lender receives a payment from Borrower for d lnquent Peri 1 ent which includes a sufficient amount to pay any late charge due,the payment be applied t delinquent payment and the late charge.If more than one Periodic Payment is outstandi g�Lender may appl any payment received from Borrower to the repayment of the Periodic Payments if,an t the extent thzit,each payment can be paid in full. To the extent that any excess exists after the payment i a ied t h full payment of one or more Periodic Payments,such excess may be applied to any late cha d �oluntary prepayments shall be applied first to any prepayment charges and t e s described in the Note. Any application of payments,insurance p ce ,Or Miscellaneous Proceeds to principal due under the Note shall not extend or postpone the due date,or an the amount,of the Periodic Payments. 3.Funds for Escrow Items.Bono r sha ay der on the day Periodic Payments are due under the Note,until the Note is paid in full a um a un )to provide for payment of amounts due for: (a)taxes and assessments and othe items h ch at i ority over this Security Instrument as a lien or encumbrance on the Property;(b) se old y is ound rents on the Property,if any;(c)premiums for any and all insurance required by en r un e t' n 5;and(d)Mortgage Insurance premiums,if any, or any sums payable by Borrower to L del 'n f the payment of Mortgage Insurance premiums in accordance with the provisions oLn 10. h items are called"Escrow Items."At origination or at any time during the term of the o n, Lendm require that Community Association Dues, Fees, and Assessments,if any, scrowd y Borro�efj,and such dues,fees and assessments shall be an Escrow Item.. Borrower shall pr 1s to endue 11 notices of amounts to be paid under this Section.Borrower shall pay Lender,,Fu o Es w t s unless Lender waives Borrower's obligation to pay the Funds for any or all chow s. n may waive Borrower's obligation to pay to Lender Funds for any or all Escrow Item an t' Any s h aiver may only be in writing.In the event of such waiver,Borrower shall pay din ct en here ayable,the amounts due for any Escrow Items for which payment of Funds has been wa ed by and,if Lender requires,shall furnish to Lender receipts evidencing such payment withi u ti a peno as Lender may require.Borrower's obligation to make such payments and to provide rem s 1 r all purposes be deemed to be a covenant and agreement contained in this Security n t, s th rase"covenant and agreement"is used in Section 9.If Borrower is obligated to pay Es o Items 'r tly,pursuant to a waiver,and Borrower fails to pay the amount due for an Escrow Item, L n er may a cise its rights under Section 9 and pay such amount and Borrower shall then be obligate n er S ii 9 to repay to Lender any such amount.Lender may revoke the waiver as to any or all s w e atfy time by a notice given in accordance with Section 15 and, upon such revocation, o�rro s 11 pay to Lender all Funds,and in such amounts,that are then required under this Section 3. Sly NGTON-Single Family-Fannie Mae/Freddie Mae UNIFORM INSTRUMENT 4�10 2 Page 4 of 15 Form 30481/01 O 2013-1303557 12/16/2013 11:11:02 AM 5 of 18 Clallam County, WADTR ROBINSON 0053602157 1 13 7013 Lender may,at any time,collect and hold Funds in an amount(a)sufficient to permit er to apply the Funds at the time specified under RESPA,and(b)not to exceed the maximum amount a der can require under RESPA. Lender shall estimate the amount of Funds due on the basis of curren to and reasonable estimates of expenditures of future Escrow Items or otherwise in accordance with A 11cable Law. The Funds shall be held in an institution whose deposits are insured by a fedeera e c , instrumentality,or entity(including Lender,if Lender is an institution whose depos are so sured)or'n any Federal Home Loan Bank. Lender shall apply the Funds to pay the Escrow Ire s o late th the ti specified under RESPA. Lender shall not charge Borrower for holding and app the Funs,annus ays analyzing the escrow account,or verifying the Escrow Items,unless Lender prr er in r st on the Funds and Applicable Law permits Lender to make such a charge.Unless an nta writing or Applicable Law requires interest to be paid on the Funds,Lender shall not eq . e op'a ower any interest or earnings on the Funds.Borrower and Lender can agree in writ' ,howeve at int shall be paid on the Funds. Lender shall give to Borrower,withoCc n a n al accou ti g of the Funds as required by RESPA. If there is a surplus of Funds held in escrow,asder S ender shall account to Borrower for the excess funds in accordance with RESPAa sho a of Funds held in escrow,as defined under RESPA,Lender shall notify Borrower as RES , and Borrower shall pay to Lender the amount necessary to make up the shortage in with PA,but in no more than 12 monthly payments.If there is a deficiency of Funds held in a row,as.. r d under RESPA,Lender shall notify Borrower as required by RESPA,and Bo ower shall pay to end the amount necessary to make up the deficiency in accordance with RESPA,butmore than 12 monthly payments. Upon payment in full of all sums secured thi Security Instrument,Lender shall promptly refund to Borrower any Funds held by Lender. 4. Charges; Liens. Borrower shal p a taxe a essments, charges, fines, and impositions attributable to the Property which can alta' rior' o thi Security Instrument, leasehold payments or ground rents on the Property,if a and o m s o ation Dues,Fees,and Assessments,if any.To the extent that these items are Es� tem rr wer s all pay them in the manner provided in Section 3. Borrower shall promptly disc r any ie ch has priority over this Security Instrument unless Borrower:(a)agrees in writing to nt the obligation secured by the lien in a manner acceptable to Lender,but only so long as BoNye, ' perfo in such agreement;(b)contests the lien in good faith by,or defends against enforcement of t e lien i 1 al proceedings which in Lenders opinion operate to prevent the enforcement of lien 4ithose r `ceedings are pending, but only until such proceedings are concluded;or(c) c res t hblde he lien an agreement satisfactory to Lender subordinating the lien to this Securi ns n. f ettermines that any part of the Property is subject to a lien which can attain pri ver is u ' Instrument,Lender may give Borrower a notice identifying the,lien. Within 10 d s of a to n whi at notice is given,Borrower shall satisfy the lien or take one or more of the actions e o h ab a this Section 4. Lend y quire ower to pay a one-time charge for a real estate tax verification and/or reporting service us b Lender in connection with this Loan. P Ins r ce.Borrower shall keep the improvements now existing or hereafter erected on the Pro e y insur ainst loss by fire, hazards included within the term "extended coverage,' and any other ha s includi g but not limited to,earthquakes and floods,for which Lender requires insurance.This insuranc sh be a' tained in the amounts(including deductible levels)and for the periods that Lender r uire Le r requires pursuant to the preceding sentences can change during the term of the Loan. e in ra a carrier providing the insurance shall be chosen by Borrower subject to Lender's right to d sapprov o ower's choice,which right shall not be exercised unreasonably.Lender may require Borrower S GTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT �I .2 Page 5 of 15 Form 3048 1/01 1 0 0 2013-1303557 12/16/2013 11:11:02 AM 6 of 18 Clallam County, WAJPTR ROBINSON 0053602157 1 51 7013 to pay,in connection with this Loan,either: (a)a one-time charge for flood zone determination,, ation and tracking services; or(b)a one-time charge for flood zone determination and certification s ices and subsequent charges each time remappings or similar changes occur which reasonably might a fe t such determination or certification.Borrower shall also be responsible for the payment of any fees impos the Federal Emergency Management Agency in connection with the review of any flood zo erm a'on resulting from an objection by Borrower. If Borrower fails to maintain any of the coverages described above,Lender/may o in insura e coverage, at Lender's option and Borrower's expense. Lender is under no obli a Kon to u hase an particular type or amount of coverage.Therefore,such coverage shall cover Len t might r ight fint� protect Borrower,Borrower's equity in the Property,or the contents of the Property, ai st_an/ k,hazard or liability and might provide greater or lesser coverage than was pre t etfec Borrower acknowledges that the cost of the insurance coverage so obtained might i n e ee the cost of jinsurance that Borrower could have obtained. Any amounts disbursed by L rider un r his ti 5 shall become additional debt of Borrower secured by this Security Instrument. e e amoun all bear interest at the Note rate from the date of disbursement and shall be paya"7�wi�thuch rite t�yp�i notice from Lender to Borrower requesting payment. All insurance policies required by Lender and ren als of such po 'ci s shall be subject to Lender's right to disapprove such policies, shall include a stand4r mortgage cla se, and shall name Lender as mortgagee and/or as an additional loss payee.Lender shat hive the right old the policies and renewal certificates. If Lender requires,Borrower shall promptly i to L nde�ecei is of aid premiums and q P P Yg P P renewal notices.If Borrower obtains any form of insurance cove therwise required by Lender,for damage to,or destruction of,the Property,su licy shall include a standard mortgage clause and shall name Lender as mortgagee and/or as an additio ass payee. In the event of loss,Borrower shall give pro t tice to the insurance carrier and Lender.Lender may make proof of loss if not made promptly y ow� Less Lender and Borrower otherwise agree in writing,any insurance proceeds,whether of th un rlyi 'insurance was required by Lender,shall be applied to restoration or repair of the Prop rty,f he,res ration or repair is economically feasible and Lender's security is not lessened_4�ring s rep it a I restoration period,Lender shall have the right to hold such insurance proceeds until Led has hrtunity to inspect such Property to ensure the work has been completed to Lender's satisfa .o , rdvi that such inspection shall be undertaken promptly. Lender may disburse proceeds f the epai a restoration in a single payment or in a series of progress payments as the work is compfe d. Unle an reement is made in writing or Applicable Law requires interest to be paid on ch ins a ce proce d ,Lender shall not be required to pay Borrower any interest or earnings on such prs.Fee fo public d' sters,or other third parties,retained by Borrower shall not be paid out of the in nce o eds d-s al a the sole obligation of Borrower.If the restoration or repair is not economical ea ' or en er's security would be lessened,the insurance proceeds shall be applied to i the sums sec r b th Secu strument, whether or not then due, with the excess, if any,paid to Borrower. S c i a e ocee . shall be applied in the order provided for in Section 2. If Bo w aband s e Property,Lender may file,negotiate and settle any available insurance claim and rela at s. If B ower does not respond within 30 days to a notice from Lender that the insurance carri ias a to settle a claim,then Lender may negotiate and settle the claim.The 30-day period w w nth once is given.In either event,or if Lender acquires the Property under Section 22 or ot� 1se,B wer hereby assigns to Lender(a)Borrower's rights to any insurance proceeds in an amount o to excee t e amounts unpaid under the Note or this Security Instrument,and(b)any other of Borrowe 's r' is t er than the right to any refund of unearned premiums paid by Borrower)under all u an ohcies vering the Property,insofar as such rights are applicable to the coverage of the Property. rider a se the insurance proceeds either to repair or restore the Property or to pay amounts unpaid S NGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT i 7.2 Page 6 of 15 Form 30481/01 I i Q 2013-1303557 12/16/2013 11:11:02 AM 7 of 18 Clallam County, WADTR ROBINSON 0053602157 11 7013 under the Note or this Security Instrument,whether or not then due. O 6. Occupancy.Borrower shall occupy,establish, and use the Property as Borrower' rincipal residence within 60 days after the execution of this Security Instrument and shall continue to o c y the Property as Borrower's principal residence for at least one year after the date of occupancy,unles der otherwise agrees in writing, which consent shall not be unreasonably withheld, or unfen a g circumstances exist which are beyond Borrower's control. 7.Preservation,Maintenance and Protection of the Property;Inspecti ���er shalldestroy,damage or impair the Property,allow the Property to deteriorate or commi aste Prope / Whether or not Borrower is residing in the Property,Borrower shall maintain theope in order prevnC the Property from deteriorating or decreasing in value due to its condition.Unlessit is a ine rsuant to Section 5 that repair or restoration is not economically feasible,Borrower sh pro tl epa. a Property if damaged to avoid further deterioration or damage. If insurance or co d na ' n roc ds a paid in connection with damage to,or the taking of,the Property,Borrower sh ll be respo i le for airing or restoring the Property only if Lender has released proceeds for s - rpo s. ender a disburse proceeds for the repairs and restoration in a single payment or in �71 f pro es ents as the work is completed. If the insurance or condemnation proceeds arficient t rep ' or restore the Property, Borrower is not relieved of Borrower's obligation for thq cpmpletion of c repair or restoration. Lender or its agent may make reasonable entries u on and inspeti ns of the Property. If it has reasonable cause, Lender may inspect the interior of the innpTbKernents ori t e Property. Lender shall give Borrower notice at the time of or prior to such an interior inspecti eci ing such reasonable cause. 8. Borrower's Loan Application.B ower shall be in a cult if,during the Loan application R process, Borrower or any persons or entitie C * at the direction of Borrower or with Borrower's knowledge or consent gave materially false,misle n ,or inaccurate information or statements to Lender 4 (or failed to provide Lender with material information)' c ection with the Loan.Material representations y include, but are not limited to, representa 'o c cer - g orrower's occupancy of the Property as Borrower's principal residence. 9.Protection of Lender�ntere i t e ro and Rights Under this Security Instrument. If(a)Borrower fails to perform t2e c an an gree nts contained in this Security Instrument,(b)there is a legal proceeding that might signi of ct er's interest in the Property and/or rights under this Security Instrument(such as a p dl i bantcruptcy, probate, for condemnation or forfeiture, for enforcement of a lien which 0Main ri over this Security Instrument or to enforce laws or regulations), or(c)Borrower aband a th Property,then Lender may do and pay for whatever is reasonable or appr�te to r tect Len 's interest in the Property and rights under this Security Instrument,includ' o 'ng a s mg the value of the Property,and securing and/or repairing the Property. Lender' a ti n i clu are not limited to:(a)paying any sums secured by a lien which has priority ov th' a rity t ent;(b)appearing in court;and(c)paying reasonable attorneys'fees to protect its in r st i t erty r rights under this Security Instrument,including its secured position in a bankrup e Ai . curing the Property includes,but is not limited to,entering the Property to make repairs, n locks, ce or board up doors and windows, drain water from pipes,eliminate building or other c e 'olations or dangerous conditions, and have utilities turned on or off. Although Lender m a e tion n r this Section 9,Lender does not have to do so and is not under any duty or obligati o t6do 3 . tris ag eed that Lender incurs no liability for not taking any or all actions authorized under t is Section 9 � n amou}s 1 isbursed by Lender under this Section 9 shall become additional debt of Borrower S by�t is eec ity Instrument. These amounts shall bear interest at the Note rate from the date of i u t and shall be payable,with such interest, upon notice from Lender to Borrower requesting yment. S GTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 4f� 2 Page 7 of 15 Form 30481/01 C� 2013-1303557 12/16/2013 11:11:02 AM 8 of 18 Clallam County, WADTR ROBINSON I i 0053602157 1 1 7013 If this Security Instrument is on a leasehold,Borrower shall comply with all the provis' f the lease.Borrower shall not surrender the leasehold estate and interests herein conveyed or terminal r cancel the ground lease. Borrower shall not, without the express written consent of Lender,alter or nd the ground lease. If Borrower acquires fee title to the Property,the leasehold and the fee title shall n t erge unless Lender agrees to the merger in writing. 10. Mortgage Insurance. If Lender required Mortgage Insurance as a condition o \kin Loan,Borrower shall pay the premiums required to maintain the Mortgage Insuranc n e t.If, for y\ reason, the Mortgage Insurance coverage required by Lender ceases to be availofro th mortgage j insurer that previously provided such insurance and Borrower was required to mare eparatel signat / payments toward the premiums for Mortgage Insurance,Borrower shall pay the pre 'u s requir to obtain coverage substantially equivalent to the Mortgage Insurance previously in t a c s stantially equivalent to the cost to Borrower of the Mortgage Insurance previously in sect €r m e mortgage insurer selected by Lender. If substantially equivalent Mortgage Ins ce cov a e is t ailable, Borrower shall continue to pay to Lender the amount of the separately d si�natcd pa ents tha were due when the insurance coverage ceased to be in effect.Lender acc t,usea reta' ese payments as a non-refundable loss reserve in lieu of Mortgage Insuran e. uch loss res e s be non-refundable, notwithstanding the fact that the Loan is ultimately paid i full, and Lett e shall not be required to pay Borrower any interest or earnings on such loss reserve.Lei(d can no longerfe uire loss reserve payments if Mortgage Insurance coverage(in the amount and for the p io�enr that Lender a uires)provided by an insurer selected by Lender again becomes available,is obtained,and requir�s parately designated payments toward the premiums for Mortgage Insurance. If Lender req ' d Plort ge Insurance as a condition of making the Loan and Borrower was required t Ike separately designated payments toward the premiums for Mortgage Insurance,Borrower shall pay the ms required to maintain Mortgage Insurance in effect, or to provide a non-refundable loss reserve,until en is requirement for Mortgage Insurance ends in accordance with any written agreement between ow a Lender providing for such termination or until termination is required by Applicable Law. o this a ion 10 affects Borrower's obligation to pay ,. interest at the rate provided in the Note. Mortgage Insurance Tei ses L n erg( an ity that purchases the Note)for certain losses it may incur if Borrower does not rep y Loans gre /Borrower is not a party to the Mortgage Insurance. i Mortgage insurers evaluate the to risl�on a71 such insurance in force from time to time,and may enter into agreements with other anti tha h e or modify their risk,or reduce losses.These agreements are on terms and conditions th t re satisf to the mortgage insurer and the other party(or parties)to these agreements.Thee agree a is may r 're the mortgage insurer to make payments using any source of funds that the mo i sur �hav ' ailable(which may include funds obtained from Mortgage Insurance premi As a s t t se re ents,Lender,any purchaser of the Note,another insurer,any reinsurer, any other en i ,or n filiate f y of the foregoing,may receive(directly or indirectly)amounts that derive from o t c acter ed as) a portion of Borrower's payments for Mortgage Insurance, in exchange for s ri or mo i i the mortgage insurer's risk,or reducing losses.If such agreement provides that an affiliat", en r takes share of the insurer's risk in exchange for a share of the premiums paid to the insurer, ang a is often termed"captive reinsurance."Further: a n u ag ements will not affect the amounts that Borrower has agreed to pay for Mortg g Insuran e,or any other terms of the Loan.Such agreements will not increase the amount Borro r ill owe o Mortgage Insurance,and they will not entitle Borrower to any refund. ( u agreements will not affect the rights Borrower has-if any-with respect to the / g nsurancc under the Homeowners Protection Act of 1998 or any other law.These rights may i clude e ' ht to receive certain disclosures,to request and obtain cancellation of the Mortgage NGTON-Single Family-Fannie Mae/Freddie Mae UNIFORM INSTRUMENT ot& 7. Page 8 of 15 Form 3048 1/01 f O 2013-1303557 12/16/2013 11:11:02 AM 9 of 18 Clallam County, WADTR ROBINSON 0053602157 1 51 7013 Insurance,to have the Mortgage Insurance terminated automatically,and/or to receive a re ' f any Mortgage Insurance premiums that were unearned at the time of such cancellation or termin 'on. 11.Assignment of Miscellaneous Proceeds;Forfeiture.All Miscellaneous Proceeds a ereby assigned to and shall be paid to Lender. If the Property is damaged,such Miscellaneous Proceeds shall be applied to resto tion e i of the Property,if the restoration or repair is economically feasible and Lender's security is not lesse urin such repair and restoration period,Lender shall have the right to hold such Miscel n s oceeds un R Lender has had an opportunity to inspect such Property to ensure the work has bee omple Lender' satisfaction,provided that such inspection shall be undertaken promptly.Lender a y for th repairs restoration in a single disbursement or in a series of progress payments as the work' c plete . nless an agreement is made in writing or Applicable Law requires interest to be paid o is Ilan s Proceeds, Lender shall not be required to pay Borrower any interest or earnings on su is 1 o eds.If the restoration or repair is not economically feasible or Lender's security wo be lesse d,the ' c llaneous Proceeds shall be applied to the sums secured by this Security Inom ent,w ether or o then due,with the excess,if any,paid to Borrower. Such Miscellaneous Procee s e ap .e der provided for in Section 2. In the event of a total taking, destruction, or 1 s in value of t e roperty,the Miscellaneous Proceeds shall be applied to the sums secured by this Secui Instrument,w�lle her or not then due,with the excess,if any,paid to Borrower. In the event of a partial taking,destruction,or loss in value e operty in which the fair market value of the Property immediately before the p al taking,destructio ,or loss in value is equal to or greater than the amount of the sums secured by this c 'ty Instrument immediately before the partial taking, destruction,or loss in value,unless Borrower and L de otherwise agree in writing,the sums secured by this Security Instrument shall be reduced by the a, un- a Miscellaneous Proceeds multiplied by the following fraction: (a) the total amount o t e s u d immediately before the partial taking, destruction,or loss in value divided by (b a faar et lue of the Property immediately before the partial taking,destruction,or los in valu . n}✓b la c all be paid to Borrower. In the event of a partial ta`kfn des c !(o ,or o s in value of the Property in which the fair market value of the Property immediately b or the a king,destruction, or loss in value is less than the amount of the sums secured im to b re a partial taking,destruction, or loss in value,unless Borrower and Lender otherwise in wri . g, a Miscellaneous Proceeds shall be applied to the sums secured by this Security Ins nt whet e orrYot the sums are then due. If the Prot is ab ned by prrower, or if, after notice by Lender to Borrower that the Opposing Partys efi n t n gfence)offers to make an award to settle a claim for damages, Borrower fails to e o t e er t}t�i 30 days after the date the notice is given,Lender is authorized to collect and a stella o Proceeds either to restoration or repair of the Property or to the sums secured by i Se rume Nether or not then due. "Opposing Party"means the third party that owes Borrow i ellane s oceeds or the party against whom Borrower has a right of action in regard to Miscellaneous e Bo er sh b in default if any action or proceeding,whether civil or criminal,is begun that,in Lender's' d t, oul It in forfeiture of the Property or other material impairment of Lender's interest in the P o erty or ' under this Security Instrument.Borrower can cure such a default and,if acceleration has occ d,reinsta a provided in Section 19,by causing the action or proceeding to be dismissed with a ruling t t, ' Len e s judgment, precludes forfeiture of the Property or other material impairment of (nde in est in a Property or rights under this Security Instrument.The proceeds of any award or claim da ag that are attributable to the impairment of Lender's interest in the Property are hereby assigned d shall p 'd to Lender. S NGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 7.2 Page 9 of 15 Form 30481/01 2013-1303557 12/16/2013 11:11:02 AM 10 of 18 Clallam County, WADTR ROBINSON 0053602157 11 7013 All Miscellaneous Proceeds that are not applied to restoration or repair of the Propert all be applied in the order provided for in Section 2. 12.Borrower Not Released; Forbearance By Lender Not a Waiver.Extension of th ti a for payment or modification of amortization of the sums secured by this Security Instrument gr ted by a der to Borrower or any Successor in Interest of Borrower shall not operate to release the liabili Qf r any Successors in Interest of Borrower. Lender shall not be required to commence proc ngs ag ' an Successor in Interest of Borrower or to refuse to extend time for payment or otherwi fy ortrzati \ of the sums secured by this Security Instrument by reason of any demand made by t I origin rrower r� any Successors in Interest of Borrower. Any forbearance by Lender in exerci 'ng ny right o reme including,without limitation,Lender's acceptance of payments from third persons,e ie or essors in Interest of Borrower or in amounts less than the amount then due, shall no a ve f reclude the exercise of any right or remedy. 13.Joint and Several Liability;Co-signers;Successors and As�i ns Boun orrowe ovenants and agrees that Borrower's obligations and liability shall be jo seve`r�al. owev r,any Borrower who co-signs this Security Instrument but does not execute the N e c signer'j�_ c signing this Security Instrument only to mortgage,grant and convey the co-sign 'Merest in th operty under the terms of this Security Instrument;(b)is not personally obligated to pay th4 sums secured y�is Security Instrument;and (c) agrees that Lender and any other Borrower can.ar�to extend, dify, forbear or make any accommodations with regard to the terms of this Securitys ment or ote without the co-signer's consent. Subject to the provisions of Sectio , any Successor In nterest of Borrower who assumes Borrower's obligations under this Security Inst a in writing,and is approved by Lender,shall obtain all of Borrower's rights and benefits under this Sec 'ty strument. Borrower shall not be released from Borrower's obligations and liability under this uri ns ment unless Lender agrees to such release in J. writing.The covenants and agreements of th' un Ins m nt shall bind(except as provided in Section r 20)and benefit the successors and assigns f end r ` 14.Loan Charges.Len4e�jmay a g 17170 fees for services performed in connection with Borrower's default, for the purpo`s6 rotect n Lc is interest in the Property and rights under this Security Instrument,including,but no 'mit d tb,\ao eys'fees,property inspection and valuation fees.In regard to any other fees,the able "- ex es uthority in this Security Instrument to charge a specific fee to Borrower shall not be construe a pro i . "o on the charging of such fee.Lender may not charge fees that are expressly prohibited b t is Secur nstrument or by Applicable Law. If the Loa b'ect t a w whi h ets maximum loan charges,and that law is finally interpreted so that the interes o 0th an c rg o ected or to be collected in connection with the Loan exceed the permitted limits, h ) ch ban charge shall be reduced by the amount necessary to reduce the charge to the I ed it;a any sums already collected from Borrower which exceeded permitted limits will b r fu ower. ender may choose to make this rend by reducing the principal owed under the Not or maki a 'rect payment to Borrower.If a refund reduces principal,the reduction will be treated as a a repay t without any prepayment charge(whether or not a prepayment charge is provided for�er lh .Borrower's acceptance of any such refund made by direct payment to Borrower will cons'tum wler o right of action Borrower might have arising out of such overcharge. 1 .Notic All notices given by Borrower or Lender in connection with this Security Instrument must be in writing. notice to Borrower in connection with this Security Instrument shall be deemed to have bee r n to *ower when mailed by first class mail or when actually delivered to Borrower's notice dies 'f s er means.Notice to any one Borrower shall constitute notice to all Borrowers unless pplic le aw expressly requires otherwise. The notice address shall be the Property Address unless S NGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT ® 7. Page 10 of 15 Form 3048 1/01 O 2013-1303557 12/16/2013 11:11:02 AM 11 of 18 Clallam County, WADTR ROBINSON 0053602157 11 7013 Borrower has designated a substitute notice address by notice to Lender. Borrower shall prom t otify Lender of Borrower's change of address.If Lender specifies a procedure for reporting Borrower's ange of address,then Borrower shall only report a change of address through that specified procedure.Th a ay be only one designated notice address under this Security Instrument at any one time.Any notice to Len a shall be given by delivering it or by mailing it by first class mail to Lender's address stated here' less a der has designated another address by notice to Borrower.Any notice in connection with this Sec ' Ins t shall not be deemed to have been given to Lender until actually received by Lender.If a ce requ this Security Instrument is also required under Applicable Law,the Applicable Law r en will satis the corresponding requirement under this Security Instrument. U 16. Governing Law; Severability; Rules of Construction. This Sec 'ty nstrum n shall be governed by federal law and the law of the jurisdiction in which the Prope to to ights and obligations contained in this Security Instrument are subject to any r e a itations of Applicable Law.Applicable Law might explicitly or implicitly allow thQ rties to a by on actor it might be silent,but such silence shall not be construed as a prohibition ag9in t agreem n by contract.In the event that any provision or clause of this Security Instrumento e N e co i wi plicable Law,such conflict shall not affect other provisions of this Security 1, ment or the w ' can be given effect without the conflicting provision. As used in this Security Instrument: (a) words f he masculine a der shall mean and include corresponding neuter words or words of the feminine ge d (b)words In the singular shall mean and include the plural and vice versa;and(c)the word"may"givv6s`so discr o without any obligation to take any action. 17. Borrower's Copy. Borrower s 1 e given one copy of the Note and of this Security " Instrument. 18.Transfer of the Property or a Benefici I rest in Borrower.As used in this Section 18, "Interest in the Property"means any legal or nefi ' l int es the Property,including,but not limited to, those beneficial interests transferred h a o d f de co Tact for deed, installment sales contract or escrow agreement,the intent of vy�ich is tra s eerr f ti e by Borrower at a future date to a purchaser. If all or any part of the P e or y ner' es i the Property is sold or transferred(or if Borrower i is not a natural person and a benefic 1 t eres inwer is sold or transferred)without Lender's prior written consent, Lender may re i iat yment in full of all sums secured by this Security Instrument. However, this op '0 11 no be xercised by Lender if such exercise is prohibited by Applicable Law. If Lender e r s th tion,Le `r shall give Borrower notice of acceleration.The notice shall provide a period 1 tha 3in the date the notice is given in accordance with Section 15 within which Bo o er u al ecured by this Security Instrument.If Borrower fails to pay these sums prior to pir tion t , period, Lender may invoke any remedies permitted by this Security Instrument it ou h notic r demand on Borrower. 19. rr er's ' to Reinstate After Acceleration. If Borrower meets certain conditions, Borrower shal a right ave enforcement of this Security Instrument discontinued at any time prior to the earliest of: (a v ays before sale of the Property pursuant to any power of sale contained in this Security I s en;(b) c other period as Applicable Law might specify for the termination of Borrower's i right to e,nstate; entry of a judgment enforcing this Security Instrument. Those conditions are that Borrow r:(a)pays Lender all sums which then would be due under this Security Instrument and the Note as if no ac l tion occurred; (b)cures any default of any other covenants or agreements; (c)pays all e s i rre 1 enforcing this Security Instrument,including,but not limited to,reasonable attorneys' /f s, p tnspectlon and valuation fees,and other fees incurred for the purpose of protecting Lender's ifiterest i e roperty and rights under this Security Instrument;and(d)takes such action as Lender may S NGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT ® 7. Page 11 of 15 Form 3048 1/01 I O 2013-1303557 12/16/2013 11:11:02 AM 12 of 18 Clallam County, WADTR ROBINSON 0053602157 1�11 \7013 reasonably require to assure that Lender's interest in the Property and rights under this Security\ment, and Borrower's obligation to pay the sums secured by this Security Instrument,shall continue hanged. Lender may require that Borrower pay such reinstatement sums and expenses in one or more of the o owing forms,as selected by Lender:(a)cash;(b)money order;(c)certified check,bank check,treasurer's h k or cashier's check,provided any such check is drawn upon an institution whose deposits are ins<Yred by a ral agency,instrumentality or entity; or(d)Electronic Funds Transfer.Upon reinstatement by o t 's i Security Instrument and obligations secured hereby shall remain fully effective as i eleratio occurred. However,this right to reinstate shall not apply in the case of accelerati n Se tion 18. 20.Sale of Note;Change of Loan Servicer;Notice of Grievance.The e ora parte 1 terestli/ the Note(together with this Security Instrument) can be sold one or more time i out pri r notice to Borrower.A sale might result in a change in the entity(known as the"Loan S i r") at a Periodic Payments due under the Note and this Security Instrument and perform o o a 1 servicing obligations under the Note,this Security Instrument,and Applicable Law T ere als t b n or more changes of the Loan Servicer unrelated to a sale of the Note. If there i change f he Loan Servicer, Borrower will be given written notice of the change which w' state e n e d a ss of the new Loan Servicer, the address to which payments shouldbe made any other in rmat' RESPA requires in connection with a notice of transfer of servicing.If the No,e s sold and th re fter the Loan is serviced by a Loan Servicer other than the purchaser of the Note,the mo ge loan servic n obligations to Borrower will remain with the Loan Servicer or be transferred to a succ�ss r Loan Servi&e and are not assumed by the Note purchaser unless otherwise provided by the Note pur aser,� Neither Borrower nor Lender may commence,join,or ' ine any judicial action(as either an individual litigant or the member of a class)th a ' es from the other party's actions pursuant to this Security Instnunent or that alleges that the other party has a tom any provision of,or any duty owed by reason of, •_. this Security Instrument,until such Borrower or Len r s notified the other party(with such notice given in compliance with the requirements of Sectio f su a ed breach and afforded the other party hereto a reasonable period after the giving of suc to ke c etive action. If Applicable Law provides a time period which must elapse before ce aacy to an taken,that time period will be deemed to be reasonable for purposes of this a grap . h tic acceleration and opportunity to cure given to Borrower pursuant to Section 22 a d notic f ac a eration given to Borrower pursuant to Section 18 shall be deemed to satisfy the notice a o o ity take corrective action provisions of this Section 20. 21. Hazardous Subst ces.As this Section 21: (a) "Hazardous Substances" are those substances defined as toxic or ardous s es,pollutants,or wastes by Environmental Law and the following substances: asolme k rosene, h r flammable or toxic petroleum products,toxic pesticides and herbicides,volatile en s,m to . is co mg asbestos or formaldehyde,and radioactive materials;(b) "Environmental 1,a "in n e al s nd laws of the jurisdiction where the Property is located that relate to healt f o e it mental protection; (c) "Environmental Cleanup" includes any response action, reme is ac 'on, r rem a ction, as defined in Environmental Law; and(d)an "Environmental Condition" e s o iti that cause,contribute to,or otherwise trigger an Environmental Cleanup. Bono er all not u or permit the presence,use,disposal,storage,or release of any Hazardous Substances,or r to o relea any Hazardous Substances,on or in the Property.Borrower shall not do, no allow eye else o anything affecting the Property(a)that is in violation of any Environmental Law,(b) cfi eat s an vironmental Condition,or(c)which,due to the presence,use,or release of a Hazard us Substan reates a condition that adversely affects the value of the Property.The preceding two sentenc s hall nop ly to the presence,use,or storage on the Property of small quantities of Hazardous Substanc tarc-g_efierally recognized to be appropriate to normal residential uses and to maintenance of 1 e—Fro uding,but not limited to,hazardous substances in consumer products). o wer shall promptly give Lender written notice of(a)any investigation,claim,demand,lawsuit S NGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 42) 7. Page 12 of 15 Form 30481/01 a. 2013-1303557 12/16/2013 11:11:02 AM 13 of 18 Clallam County, WADTR ROBINSON 0053602157 1 1 7013 or other action by any governmental or regulatory agency or private party involving the Prop any Hazardous Substance or Environmental Law of which Borrower has actual knowledg , (b) any Environmental Condition,including but not limited to,any spilling,leaking,discharge,release o at of release of any Hazardous Substance, and(c) any condition caused by the presence, use or rele s of a Hazardous Substance which adversely affects the value of the Property.If Borrower learns noti a by any governmental or regulatory authority,or any private party,that any removal or other rem edia ion Hazardous Substance affecting'the Property is necessary, Borrower shall pro k,_,all nece remedial actions in accordance with Environmental Law. Nothing herein shall obi ation o Lender for an Environmental Cleanup. A NON-UNIFORM COVENANTS.Borrower and Lender further cove nd a e o ws: 22. Acceleration; Remedies. Lender shall give notice to B r or a eleration following Borrower's breach of any covenant or agreement in this Se ity Inst nt t of prior to acceleration under Section 18 unless Applicable Law provides oth, 'se).The n tice sha 1 specify: (a)the default;(b)the action required to cure the defaul ,(c a ate' of s a 30 days from the date the notice is given to Borrower,by which the defy t ust be cure that failure to cure the default on or before the date specified in the notice y result in a ce eration of the sums secured by this Security Instrument and sale of the Property atl blic auction a a date not less than 120 days in the future.The notice shall further inform Borrower f die right to r i state after acceleration,the right to bring a court action to assert the non-existence o e4ult o a other defense of Borrower to acceleration and sale,and any other matters required to incl ed in the notice by Applicable Law.If the default is not cured on or befor date specified in the notice,Lender at its option,may a. require immediate payment in full of all sum se red by this Security Instrument without further demand and may invoke the power of sale and/o n other remedies permitted by Applicable Law. Lender shall be entitled to collect all expe .ncu a .n pursuing the remedies provided in this Section 22, including,but not limited to s a e a r eys' fees and costs of title evidence. If Lender invokes the power ale a de hall give written notice to Trustee of the occurrence of an event of default a d of e V5 to cause the Property to be sold.Trustee and Lender shall take such action reg ar noti�e f s and shall give such notices to Borrower and to other persons as Applicable Law ma re uir Aft the time required by Applicable Law and after publication of the notice of sa st 'thout demand on Borrower,shall sell the Property at public auction to the highest der at th ti a,,and place and under the terms designated in the notice of sale in one or mord parcel a d in an o der Trustee determines.Trustee may postpone sale of the Property for a per r per ermi a by Applicable Law by public announcement at the time and place fixed ' e ti o alc. n er or its designee may purchase the Property at any sale. Trust e h li r the purchaser Trustee's deed conveying the Property without any covenant or ra t , xpres d implied.The recitals in the Trustee's deed shall be prima facie evidence of e r o he tat em is made therein.Trustee shall apply the proceeds of the sale in the following ord :(a to all ses of the sale,including,but not limited to,reasonable Trustee's and attorneys'fee , to ll sum ecured by this Security Instrument;and(c)any excess to the person or persons le ntit it or to the clerk of the superior court of the county in which the sale took place. 2 . Recon a nce.Upon payment of all sums secured by this Security Instrument,Lender shall request tee to redo vey the Property and shall surrender this Security Instrument and all notes evidencing deb cc d i curity Instrument to Trustee.Trustee shall reconvey the Property without warranty to e rs or ns legally entitled to it. Such person or persons shall pay any recordation costs and the stee fe or preparing the reconveyance. S NGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT ® 7.2 Page 13 of 15 Form 30481/01 I 2013-1303557 12/16/2013 11:11:02 AM 14 of 18 Clallam County, WADTR ROBINSON 0053602157 1151 7013 24.Substitute Trustee.In accordance with Applicable Law,Lender may from time to ti point a successor trustee to any Trustee appointed hereunder who has ceased to act. Without convey a of the Property,the successor trustee shall succeed to all the title,power and duties conferred upon T e herein and by Applicable Law. 25.Use of Property.The Property is not used principally for agricultural purposes 26.Attorneys'Fees.Lender shall be entitled to recover its reasonable attorneys'fees a S s I any action or proceeding to construe or enforce any term of this Security Instrume to "attorney's\ fees,"whenever used in this Security Instrument,shall include without limitation att eys'fe I curred b Lender in any bankruptcy proceeding or on appeal. I ORAL AGREEMENTS OR ORAL COMMITMENTS Tp N EXTEND CREDIT,OR TO FORBEAR FROM ENFORCINN O DEBT ARE NOT ENFORCEABLE UNDER WASHINGTO AW. BY SIGNING BELOW,Borrower accepts and agrees to the e —fid cov an -con ned in this Security Instrument and in any Rider executed by Borrower and rec�br ed with it. — BOR R - RAY A ROBINSON III - DATI3 - � x � O o O NGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 41�0 7. Page 14 of IS Form 30481/01 I O 2013-1303557 12/16/2013 11:11:02 AM 15 of 18 Clallam County, WADTR ROBINSON 0053602157 1 1 7013 )Space Below This Line For Acknowledgment) O STATE OF WASHINGTON COUNTY OF CLALLAM \ On this day personally appeared before me RAY A ROBINSON III, A S E ,to r known to be the individual or individuals described in and who executed th ithin a oregol / instrument,and acknowledged that he/she/they signed the same as his/her/their e a d volun act and deed,for the uses and purposes therein mentioned. GIVEN under my hand and official seal this �/�it J day AV G 3 $e he IdO i Notary Pul I' in and for th\ tate of ashington Re(jig E a ointment Expires: ' zo Prepared By: / RHONDA BOSTIC 1 UNITED WHOLESALE MORTGA V 3/ON F UNITED SHORE FINANCIAL SERVICES, LLC 1414 EAST MAPLE RD TROY,MI 48083 (800) 981-8898 O � NGTON-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTRUMENT 4FB-0 7. Page 15 of 15 Form 3048 1/01 O 2013-1303557 12/16/2013 11:11:02 AM 16 of 18 Clallam County, WA.DTR ROBINSON ACKNOWLEDGMENT O State of Ca ornia -k— County � County of SClyl�-✓� 1.}.y ) On� ,`1� ,�,2w> before me, �7l�l Q' C 1f1 j C (insert name and titl affice personally appeared Y1 who proved to me on the basis of satisfactory evidence to be the p namek i re subscribed to the within instrument and acknowled ed to me th x uted the same in r/ eir authorized capacity; and that by�rir s"g atur n the " trument the persontor the entity upon behalf of which the perso to ecute he instrument. I certify under PENALTY OF PERJURY under the I s of the State o alifornia that the foregoing paragraph is true and correct. \ \ SARAH ASHLER OCKTO COMM. 1 1557 NOMY-PIC CALIFORNIA WITNESS my hand and official seal. `_ ACRA - 000UNTY Comm.Expires MAY 31,2014 w,tixtimnw.nntinvr, M, II � Signature 'G� I) O� O OO ' O • 2013-1303557 12/16/2013 11:11:02 AM 17 of 18 Clallam County, WADTR ROBINSON O O 00 O SECOND HOZIIDER O \ROBINSON ooan#:1 5 367013 Serer:#/09 3602157 MII�fi �0032413513670138 s THIS SECOND HOME RIDER ism c(e is 9TH day of DECEMBER, 2013, and is incorporated into and shall be deemed toa d a s lement the Mortgage, Deed of Trust,or • Security Deed (the "Security Instrum o e date given by the undersigned (the "Borrower," whether there are one or re nn dersigned) to secure Borrower's Note to UNITED WHOLESALE MO AGE / V ON OF UNITED SHORE FINANCIAL SERVICES, LLC (the "Lender" the �a a a and covering the Property described in the Security Instrument (the "Proper \), hid located at: 1035 W. 8TH ST. , PORT ANGELES, WA 98363 [ o e ty A ss]. In additio the c v ants an agreements made in the Security Instrument, Borrower and Lender furt � t d gre t Sections 6 and 8 of the Security Instrument are deleted and are replace b t to ing. 6. Oce wer s 1 occupy, and shall only use, the Property as Borrower's second m Bon a hall keep the Property available for Borrower's exclusive use and enjo t all ti ,and shall not subject the Property to any timesharing or other MULTIS O OME RIDER-Single Family-Fannie Mae/Freddie Mac UNIFORM INSTR NT 3 7 , Form 3890 1/01(page 1 of 2 pages) it � rr��wrvrrrrrr�wr�����r r����w�w rrr��rrrrurr�� v�wrr��rrr���rr��rrrr��r v�rrr���r�rv�tir�rrrr�rr�r ♦�rr��rrwrrr���r��rrvv� I O 2013-1303557 12/16/2013 11:11:02 AM 18 of 18 Clallam County, WADTR ROBINSON 0053602157 135136013 shared ownership arrangement or to any rental pool or agreement that requires Borro Iry either to rent the Property or give a management firm or any other person any co trill over the occupancy or use of the Property. //�� 8. Borrowers Loan Application. Borrower shall be in default if, during� !Loaa application process, Borrower or any persons or entities acting at t i tion of-,, Borrower or with Borrower's knowledge or consent gave materially fals , is e i ,or inaccurate information or statements to Lender(or failed to provideLefid with m t information) in connection with the Loan. Material representations incl but e not limited to, representations concerning Borrower's occupan a ro y as Borrower's second home. BY SIGNING BELOW,Borrower accepts andagree to the a and c enants contained in this Second Home Rider. O - BOR R - RAY A ROBINSON III - D T - i OO O 00 TISTA SECOND HOME RIDER-Single Family-Fannie Mae/Freddie Mac UNIFORM I UMENT 7 Form 38901/01 (page 2 of 2 pages) O � O