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Home My WebLink About3817 Park Knoll Drive Address: 3817 Park Knoll Drive City of Port An.geles 0. Correction Notice Building Division Job Located at 3<6' I I ?%-L�' Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: B�-LL,—,T ag. T� 5- INx p r-<-L -U P--;c rg'-4 Ljk:jn'� MAO(I(,— !E;VM 1��4�&2a SO ay Ll I--/ / r-,p L�q n Ll/ 7— A 570�0 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. D a t e qls,) /Z. k r pector for Building Division DO NOT REMOVE THIS TAG � � ) '? rtc--��- L, �� 9, PREPARED 4/30/15, 8:28:32 INSPECTION TICKET PAGE 2 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/30/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 3817 PARK KNOLL DR SUBDIV: CONTRACTOR : PHONE OWNER RUPPRECHT CARALEE PHONE PARCEL 06-30-15-3-1-0325-0000- APPL NUMBER: 14-00001393 RES MANUFACTURED HOME ------------------------------------------------------------------------------------------------ PERMIT: BIX 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLM 01 3/11/15 PB BLDG MFG HOME MONO SLAB 3/12/15 AP March 11, 2015 11:44:35 AM pbarthol. Mike 461-7402 March 12, 2015 12:39:56 PM pbarthol. BLBT 01 3/27/15 JLL BLDG MFG HOME BLOCK/TIEDOWNS 3/27/15 AP March 27, 2015 9:10:23 AM pbarthol. Keith 461-1999 March 27, 2015 4:05:22 PM jlierly. PW2 01 4/01/15 RV PUBLIC WORKS SEWER CONNECTION 4/01/15 AP April 2, 2015 8:16:39 AM rvess. April 2, 2015 8:17:10 AM rvess. BL99 01 4/22/15 JLL BLDG FINAL 4/22/15 DA April 22, 2015 9:49:09 AM jlierly. kim 681-0777 April 22, 2015 3:41:27 PM jlierly. Address numbers on front of structure and provide crawl access cover verify retaining wall for unbalanced backfill/jll BL99 02 4/30/15 JLL BLDG FINAL PS.A__ April 30, 2015 8:25:41 AM jlierly. -JZV' kim 681-0777 -------------------------------------- COMMENTS AND NOTES -------------------------------------- c, Lt, c PREPARED 4/22/15, 10:37:04 INSPECTION TICKET PAGE 3 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 4/22/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 3817 PARK KNOLL DR SUBDIV: CONTRACTOR : PHONE OWNER RUPPRECHT CARALEE PHONE PARCEL 06-30-15-3-1-0325-0000- APPL NUMBER: 14-00001393 RES MANUFACTURED HOME ------------------------------------------------------------------------------------------------ PERMIT: BIM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ .COMPLETED RESULT RE8ULTS/COMMENTS ------------------------------------------------------------------------------------------------ ELM 01 3/11/15 PE1 BLDG MFG HOME MONO SLAB 3/12/15 AP March 11, 2015 11:44:35 Am pbarthol. Mike 461-7402 March 12, 2015 12:39:56 PM pbarthol. BLBT 01 3/27/15 JLL BLDG MFG HOME BLOCK/TIEDOWNS 3/27/15 AP March 27, 2015 9:10:23 AM pbarthol. Keith 461-1999 March 27, 2015 4:05:22 PM jlierly. PW2 01 4/01/15 RV PUBLIC WORKS SEWER CONNECTION 4/01/15 AP April 2, 2015 8:16:39 AM rvess. April 2, 2015 8:17:10 AM rvess. BL99 01 4/22/15 L BLDG FINAL ....................... April 22, 2015 9:49:09 AM jlierly. -4-f F kim 681-0777 -------------------------------------- COMMENTS AND NOTES ----------------------- ------------- vo/ ca, CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Application Number . . . . . 14-00001393 Date 12/16/14 Application pin number . . . 111587 Property Address . . . . . . 3817 PARK KNOLL DR ASSESSOR PARCEL NUMBER: 06-30-15-3-1-0325-0000- REPORT SALES TAX Application type description RES MANUFACTURED HOME Subdivision Name . . . . . . on your state excise tax fonn Property Use . . . . . . . . to the City of Port Angeles Property Zoning . . . . . . . RS9 RESDNTL SINGLE FAMILY Application valuation . . . . 160300 (Location Code 0502) ---------------------------------------------------------------------------- Application desc new mfq home ---------------------------------------------------------------------------- Owner Contractor ------------------------ ------------------------ RUPPRECHT CARALEE OWNER 3817 PARK KNOLL DR PORT ANGELES WA 983623738 --------------------------------- ------------------------------------------- Permit . . . . . . BL MANUFACTURED HOME Additional desc NEW MFG HOME Permit Fee . . . . 230.00 Plan Check Fee .00 Issue Date . . . . 12/16/14 Valuation . . . . 160300 Expiration Date 6/14/15 Qty Unit Charge Per Extension BASE FEE 230.00 ---------------------------------------------------------------------------- Special Notes and Comments Address numbers shall be plainly visible from the street. Address numbers shall be a minimum of six inches high and be of contrasting color from the background. December 10, 2014 12:44:25 PM sroberds. The proposal will result in a new mfg home in the RS9 for total lot cov of 5%. No land use issues anticipated. Cap and mark location of existing sewer for future connection. 1. Establishing Construction Access, 2. Install sediment controls BMPs. 3. Stabilize exposed soils. 4. Protect slopes from erosion. 5. Protect drain inlets. G. 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. Consider applying for the City Green Infrastructure Rebate of up to $750.00 towards the materials to install rain garden to control roof and driveway runoff. Also rebates 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 inspectJon. 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 whethe speeJfied herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any state al aw re lating construction or the performance of construction. Date Print Name Signature of Contractor or AuthorJdAgent Signature of Owner(if owner is builder) T:Forms/Building Division/Building Permit BUILDING PERMIT INSPECTION RECORD — PLEASE PROVIDE A MINIMUM 24-HOUR NOTICE FOR INSPECTIONS— Building Inspections 417-4815 Electrical Inspections 417-4735 Public Works Utilities 417-4831 Backflow Prevention Inspections 417-4886 IT IS UNLAWFUL TO COVER,INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT INCONSPICUOUS LOCATION. KEEP PERMIT AND APPROVED PLANS AT JOB SITE. Inspection Type Date Accepted By Comments FOUNDATION: Footings Stemwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists I Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL: Heat Pump/Furnace/FAU/Ducts Rough-in Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted bV MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking/Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW /Engineering 417-4831 Fire 417-4653 Planning 417-4750 Building 417-4815 T:Forms/Building Division/Building Permit CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY& ECONOMIC DEVELOPMENT- BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES,WA 98362 Page 2 Application Number . . . . . 14-00001393 Date 12/16/14 Application pin number . . . 111587 ---------------------------------------------------------------------------- REPORT SALES TAX Special Notes and Comments available for downspout disconnections.Contact Jonathan on your state excise tax form Boehme at 360 417-4811 to the City of Port Angeles Trench safety per applicable laws. Temp erosion control and surface restoration responsibility of applicant. Contact (Location Code 0502) City inspector prior to start of work @ 360 417-4831. No attachment to sanitary sewer of stormwater roof leaders, foundation drains, yard drains, or any other CSO contribution is allowed. Sanitary sewer connection inspection is required by Public Works prior to back fill of ditch. 24 hour advance notice is required. Public Works Inspection request line 417-4831 ---------------------------------------------------------------------------- Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total .00 .00 .00 .00 Grand Total 230.00 230.00 .00 .00 Separate Permits are required forelectrical work,SEPA,Shoreline,ESA,utilities,private and public improvements. This permit becomes null and void if work or construction authorized is not commenced within 180 days,if construction or work is suspended or abandoned for a period of 180 days after the work has commenced,or if required inspections have not been requested within 180 days 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. Da!,,Z/, Signature of ContrLmr Authorized Agent Signature of Owner(if owner is builder) __2rint Nam TYorms[Buildng 6ivision/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 Sternwall Foundation Drainage/Downspouts Piers Post Holes(Pole Bldgs.) PLUMBING: Under Floor/Slab Rough-in Water Line(Meter to Bldg) Gas Line Back Flow/Water FINAL Date Accepted by AIR SEAL: Walls Ceiling FRAMING: Joists/Girders/Under Floor Shear Wall/Hold Downs Walls/Roof/Ceiling Drywall(Interior Braced Panel Only) T-Bar INSULATION: Slab Wall/Floor/Ceiling MECHANICAL. Heat Pump/Furnace/FAU/Ducts Rough-In Gas Line Wood Stove/Pellet/Chimney Commercial Hood/Ducts FINAL Date Accepted by MANUFACTURED HOMES: Footing/Slab Blocking&Hold Downs Skirting PLANNING DEPT. Separate Permit#s SEPA: Parking I Lighting ESA: Landscaping ISHORELINE: FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY1 USE Inspection Type Date Accepted By Electrical 417-4735 Construction-R.W. PW I Engineering 417-4831 Fire 417-4653 Planning 417-4750 L Building 417-4815 1 1 T:Forms/Building Division/Building Permit THF- For City Use CITY OF ORT ANGELES P -A- JL� Permit# W A S H I N G T 0 N, U . S. Date Received: /I I'm 321 E 511,Street Date Approved 1,2 Port Angeles,WA 9836 P:360-417-4817 F:360-417-4711 Email:9ermits0cityof9a,us BUILDING PERM T APPLICATION Pr9ject Address: �-L�17 102d"a 41� Phone: Primag Contact: On o� E mail: Z:� iq fCj 0 1 W Name Phone I I Yf 7 Property Mailing Address Email , Owner -30 -7 city State ZiPF .1, h:�/A I Name V Phone Contractor Addre�s 9 Email C- Information Ci ;2�5 m Z State Zip ve/ AL: / Contraciors#cense# Exp.Date: Legal Description: Zonin Tax Parcel# Project Value: (materials and labor) a Residential Commercial 0 Industrial 0 Public 13 Permit Demolition P1 Fire 0 Repair 0 Reroof(tear off/lay over) 0 Classification For the following,fill out both pages of permit application: (check New Construction 0 Exterior Remodel 13 Addition 0 Tenant Improvement 0 appropriate) I Mechanical 0 Plumbing 0 Other /M Fire Sprinider System? I Irrigation System?Troposed Bathrooms Proposed Bedrooms Yes 13 No Yes C3 No t Description Projec J--_-;&�-e 4�� /?7Z) ,"Jzd— 'Z2� Is project in a Flood Zone: Yes 0 No$1 Flood Zone Type: If in a Flood Zone,what is the value of the structure beffire proposed improvement? $ I have read and completed the application and know it to be true and correct.I am authorized to apply for this permit and understand that it is my responsibility to determine what permits are required and to obtain permits prior to work. I understand that plan review fees are not refundable after review has occurred. I understand that I will forfeit review fees if I withdraw the application before the permit is issued. I understand that if the permit is not picked up/issued within i8o days of s b 1 1,the application will be considered abandoned and the fees will be forfeited. ::2reDate Print Ni Signature Residential Structures For Office Use Area Description(SQ FT) Existing Proposed ss value Basement .".7 First Floor 1017 r;Zllo��- Second Floor Covered Deck/PorcN!�ng -4). A11,4 2nd Deck(over 30"or . floor) Garage Carport Other(describe) Area Totals Commercial Structures Area Descriptions(SQ FT) Existing Proposed ,4'Value For Office Use Existing Structure(s) Proposed Addition Tenant ITprovement? Other work(describe) Site Area Totals Lot/Site Coverage Calculations Lo ize(sq ft) Lot Coverage(sq ft) %Lot Coverage(Total lot coverage+lot size) ?k (MV0 '±�-N Site Coirerage(Sq Ft of all impervious) %of Site Coverage(total site coverage+lot size) Mechanical Fixtures Indicate how many of each type of fixture to be installed or relocated as part of this project. Air Handler Size: # Haz/Non-Haz Piping Outlets: Appliance Exhaust Fan # Heater(Sus eV�d, loo Recessed wall) # Boiler/Compressor Size: # Heating/Cooling appliance # repair/alteration Evaporative Cooler(attached,not # Pellet Stove/Wood-burning/Gas # portable) Fireplace/Gas Stove/Gas Cook Stove/Misc. Fuel Gas Piping #of Outlets: Ventilation Fan,single duct # F Forced Air Unit 7�e: # Ventilation System # urnace/Heat Pump 7 Plumbing Fixtures Indicate how many of each type of fixture to be installed or relocated Plumbing Traps # Fuel gas piping #of Outlets: Water Heater # Medical gas piping #of Outlets: Water Line # Plumbing Vent piping # Sewer Line # Industrial waste pretreatment interceptor(Grease Trap) Size Other(describe): Wow T:\BUILDING\APPLICAT�ON FORMSXCurrent BP Application\Building Permit 4-17.A3.docx RECORD OF SURVEY A PORTION OF THE NE 114 OF THE SW 114 OF SECTION 15, EDGE 15 T 30 N., R. 6 W., W.M. CONCRETE CITY OF PORT ANGELES, CLALLAM COUNTY, WASHINGTON S 86*30'20" E CEN TER 114 COR. SEC. 5 PREPARED FOR 66.65' C.C.G.F. 1D# 06301531 OF 2.63' CALCULATED PER R.O.S. CARALEE RUPPRECHT VOLUME 39, PG. 41 AND 4.81' P.L.S.S. MONUMENT -- -- Q- 0.44' REPORT FILED UNDER AFN N 35'29'29" E 1998-1007054. 49,33' /)v 68-,5 WOOD RAIL FENCE 69.69, 95;�- EDGE OF NOTES: PAVEMENT DETAIL A 1. FOR LEGAL DESCRIPTION REFER TO STATUTORY WARRANTY DEED R,0.S. VOL 25, PG. 72 RECORDED UNDER AUDITOR'S FILE NUMBER 458287. 2, AFN 458287 APPEARS TO BE A COMPILATION OF DEEDS RECORDED UNDER AUDITOR'S FILE NUMBER 383812 AND 404507. AFN 404507 CALLS FOR THE NORTH LINE TO BE "NORTHEASTERLY IN A STRAIT LINE ALONG AN EXISTING FENCE TO THE TRUE POINT OF BEGINNING". A THOROUGH AFN 360176 SEARCH FOR THE FENCE WAS INCONCLUSIVE. THE NORTH LINE AS c� AFN 363778 SHOWN FITS LINES OF OCCUPATION (EDGE OF CONCRETE FAD) 0) REASONABLY WELL, AND WAS MONUMENTED PER THIS SURVEY. SEE FOUND 518" REBAR DETAIL A FOR ENCROACHMENT DETAILS. W1 CAP "NTI S 30,00,03" W NESARY LS 22344" 3. FOR SECTION SUBDIVISION INFORMATION SEE VOLUME 71 OF SURVEYS, 30.95' EDGE PAGE 25. on OF CONCRETE SEE DETAIL A AND 4. THE SURVEYED PARCEL MAY BE SUBJECT TO EASEMENTS RECORDED )v NOTE 2. UNDER AUDITOR'S FILE NUMBER 342861 AND 344639. 7&0 I O� /AFN 2011-1272550 46� 5. THIS SURVEY DOES NOT PURPORT TO DISCLOSE EASEMENTS OR ENCUMBERANCES WHICH MAY BE DISCOVERED BY OTHER RECORDS OF T/TLE. 66.65 T.P.O.B. AFN 4-04507 AFN 404507 6. THIS SURVEY DEPICTS OCCUPATIONAL INDICATORS IN ACCORDANCE AD 20,91' WITH WAC 332-130-050. 68. /V EDGE 69�69, 95;�-, 7. UNLESS OTHERWISE NOTED, FOUND MONUMENTS FIT THEIR CALCULATED OF WOOD RAIL FENCE POSITIONS WITHIN 0.10' AND WERE ACCEPTED PER THIS SURVEY. PAVEMENT 8. ALL DOCUMENTS CITED HEREON ARE RECORDS OF CLALLAM COUNTY, WASHINGTON. L70.80'ol PROCEDURES: Rl 00.0 THIS RECORD OF SURVEY IS BASED ON A GROUND SURVEY UTILIZING lb A 40*33'58" CONVENTIONAL TRAVERSE METHODS. PLAT OF CANYONEDGE VOL 7, PG. 30 c6 THIS SURVEY MEETS OR EXCEEDS THE STANDARDS CONTAINED IN WAC AFN 363812 332-130-090. EQUIPMEN T. TRIMBLE S-6 ROBOTIC 3" TOTAL STATION ,Q) Qj 0 DATE OF SURVEY. FIELD WORK PERFORMED OCTOBER 21, 2014. BASIS OF BEARINGS: WASHINGTON STATE COORDINATE SYSTEM, NORTH ZONE, (NAD 83191), AS L40.9 1' DETERMINED FROM FIELD MEASUREMENTS MADE TO CLALLAM COUNTY R70.00' GEOMETRIC CONTROL MONUMENTS WITHIN THE CLALLAM COUNTY GEOMETRIC A 33*29'18" FRAMEWORK (INCLUDES CITY OF PORT ANGELES GEODETIC CONTROL). 3.25' DISTANCES SHOWN HEREON ARE REDUCED TO SAID GRID BY A COMBINED S 87*59'49l" E SHED 16 1 1.47' 1 1 FOUND 314" IRON PIPE SCALE FACTOR OF 0.99992019. FOUND 314" IRON PIPE WITH PLASTIC CAP "PE' & WITH PLASTIC CAP "PE & LS 10773". MONUMEN'T 30' 30 LS 10773". MONUMENT BEARS S 40*51'52" El BEARS S 49'15'57" E, 0.64' FROM CALCULAFED uj 0.58' FROM CALCULATED POSITION. LEGEND: zo POSITION. ol ...SET 112 " REBAR W1 CAP "Z&A PLS 48767 0 C�l AFN 634931 u') ...SET MAG NAIL W1 ALUMINUM WASHER STAMPED IS 48767" �!j ...FOUND MONUMENT AS NOTED N 87'59'49" W 157.58' 0=-1*5629" E:l AT CONTRDL PDINT 06301571 co Q, 0) 0 ScoJe: 1' 40" SOU TH 114 COR. SEC. 5 0 40' 80, 120' ce C.C.G.F. ID# 06302221 CALCULATED PER R.O.S. r VOLUME 39, PG. 41 AND P,L.S.S. MONUMENT 15 li REPORT FILED UNDER AFN 000�44 1998-1007054. 22 AUDITOR'S CERTIFICATE: FILED FOR RECORD THIS ------ DA Y OF ------------- 2014, A T --- M, IN VOLUME ------ OF SURVEYS, AT PAGE ------- AT THE REQUEST OF ZENOVIC & ASSOCIATES, INC. SEC TIDN 15 --- --- T, 30 N, R. 6 W, SURVEYOR'S CERTIFICATE: THIS MAP CORRECTLY REPRESENTS A SURVEY MADE BY ME WA& OR UNDER MY DIRECTION IN CONFORMANCE WITH THE REQUIREMENTS OF THE SURVEY RECORDING ACTAT THE AUDITOR'S FILE NUMBER: REQUEST OF CARALEE RUPPRECHT IN OCTOBER, 2014. COUNTY AUDITOR 15 x 48767 ENOVIC & 301 E, SIXTH ST,, STE, 1 L-1 T IMINARY ..LA14D PORT ANGELES, WA 98362 SHEE T 1 OF I Z ASSOCIATES PHONE: (360) 417-0501 JOHN C. WARD, PLS 48767 DA TE INCORPORATED I AX: (360) 417-0514 I I DATE: 11/11/14 JOB# 14279 At NO 68,5! C-1110 11AFN 2011-1272550 S 6-30-20" .65 T.P.0.B. AFN 404507 20.91' 68.,5 EDGE 69.69, OF WOOD RAIL FE CE PAVEMENT 29' 1b b7z�-v Olt. C6 �363812 2-5 <V Q�) U) prof 05WI "(0" ?" L40.9 1' R70.00' 133*29'18" 3.25' S 87*59'49" E � .47' E]SHED FOUND 314" 11 FOUND 314" IRON PIPE WITH PLASTIC , MTH PLASTIC CAP "PE & LS 10773". MC ,30' 30, LS 10773" MONUMENT BEARS S 40'5' BEARS S 4'9-1557" E, 0.64' FROM Uj 0.58' FROM CALCULATED POSITION. Izo POSITION. 0 C�i 01 AFN 634931 —------ E-�RHODE�SRD. CITY OF PO iT The Issuance of this permit ased upon t C Plana N W 157-58' specifications and other data shall not prevent the building official from thcreaft" requiring ft correction of errors in said plans,specifications an6l other data. or from preventing building operatim being carried on thereunder when in violation of A codes and ordinances of this jurisdiction. ALL WORK SUBJECT TO FIELD APPROVAL 12-11�,& I L( BY Date �o 0) cli LAIC-, 0. - (n SOU TH 114 COR. SEC. 5 C.C.G.F. 1D# 06302221 CALCULATED PER R.O.S. -)2�c U e-jQ, VOLUME 39, PG, 41 AND P.L.S.S. MONUMENT 15 11 REPORT FILED UNDER AFN NWO�14 1998-1007054. 22 C> C? Dh. C-C-tfs D6- SEC TIDN 15 F2221Z SURVEYOR'S CERTIFICATE: A 70 v3I LK cJqe of concrete '-L.-I Jown5 JILrecUon5 and placement from ecige of concrete 111 � le OnIq Follow Ln5tructbon on the 5bze of Pad for qour home non add 5'' to each 5bJe and 6'' to each end Place qour the Jown5 a5 5hown on example 4ove 514 Mu5f be level �o level to 50t home 1LT-W CARPET LAYOUT ------------------ STANDARD CARPET ------iL LW 13-6 3" 2080 3760 4600 1 1 40 A UNIT TOTAL 3760 6000 7 V-0 W" 2'-T -—-—- --—-—-—-—-— 4180 6560 8100 OPTIONAL CARPET 48�O > 12800133M B UNIT 4'-0' 4*-& *-C 4'-r 4'-V IV-& f-V 4`-V 20-Ir 30 5440 8240 10200 --------------- - ----------------- B-6 x*-0 > Lm > LNO Wemt�,him Albany Division - Plant#972 2445 S.W. PACIFIC BLVD. ALBANY OR 97321 Phone (541)926-9631 I I Fax (866) 491-6B47 ORAWING T.T. CAM KET CARPET & PIER LOC. 3'r-4* IF OW(RNAL ORAWNG BY: ascnv.& - k SWWALU 4"OR 6' 6" WALLS PRODUCT MOOEL NO. LEGEND SET-UP NOTES: mu ENZIE KIVICK-5eWl SO.FT. DATE ROOF&H 1.CENTERUNE PIERS MUST BE LOCATED UNDER RIDGE 2.THE STANDARD CONFIGURATION OF THIS ROME MAY HAVE BEEN 2,071 11-20-14 PIERS PER TABLE 5 THROUGH Ewim WF INSTALLATION MANUAL BEAM SUPPORT POSTS. MODIFIED. A CUSTOM PROIT SHOULD BE PROVIDED. IF NOT,THE 5C OF INST&LATION MANUAL FOR SPAONG AND LOADING SET-UP COWRACTOR SHALL CALL CMH MANUFACTURING WEST FOR -- I -A2 A CLOW PIER PRINT. n 16Z 1 SAC IND. CONCEEM E DQ_WN,_ ANCHORS CHASSIS 9 0" m 04172OH TOP 46,- 7f7soTo&L -EEL Q6, TRAP-*/BUCXLE GWS SPLIT W/HOLE LT & NUT #6005 Ott'. . #7000 #7001 e av OR CONCRETE ME—D W4002 #6003 #6004 INS ION INSTRUCTIONS EXISTING CONC E1L_=__090 1. CONCRETE MUST BE A MINIWjjM .3 1/2" THICK AND IN GOOD CONDITION. ALTE B 2. tAINI)AUM SIAB AREA OF EACH ANICUOR IS 23 SQUARE FM' .3. DRILL PROPER SIZE HOLE IN SLAB, A MINIMLM OF if FROM ANY SIDE. 4. EXPANSION DOLT IS 5/9' x -3 1/2' '811-4 MIN.IMUM 2 31,C EMBFDMENT AND 6,18C POJND PULL OUT., 7,360 POUND. SHEAR. NEW CON — f%A PLACE CONCRETE ANCHOR INTO WET CONCRETE, AND ALLOW TO nOPeRLY CURE' 2. ALTERNATE CONNECTION REOUIRES #5 RESAR PROPERLY EMBEDDED 114 CONCRETE. CHA is cowEcno I. ATTACH STRAPS TO CHASSIS BEAM IN WASINER S-4OWN. 2. IF A14CLE OF SJUE STRAP IS GREATER. THAN 6a, STPAP CONNECTION CAN BE MADE FROM ANCHOR To O-PPOSI'fE CHASSIS BEAM- 3. INSERT STRAP THROUGH SPJT BOLT. CUT OFF EXCESS STRAP AND TIGHTEN SOLT UNTIL STRAP 15 SNUG. ajaLL 9/16, HoLE A7 UM HE)GHT Of BEAM oAD INSTALL I Ir A307 SOLT 'T-PICAL) f SIDE V E'. MDE VIEW "C" Hum CHAO s1*0c VIEW END VIEW SFE 'VSEAM CHASSIS NOTE 93 SEE "reEAM CHASSIS NOTE 13 END -TIE DOWN SHUj #1 fW TIF 0OW14 INFO. SHUT If.I fOR TIE OOWN INFO- CON-TRACI I CERTIFY THAT I HAVE INSTAU.ED THE SAC IND., INC. AN. C.14ORINC SYSTEM AS PER THE INSTAIIATION ]INSTRUCTIONS, I HAVE MADE NO MODMCATIONS TO THE .%NCHoRING SYSTEM OR TO THE BUILDING STRUCTURE. COMPANY NAME: ----- CONTRACTORS LIC.# 12'-0"' 12'-0"* 12'-0" 9'-4"' 12'-0" 9'-4"* g..O..* 12'.0" g.-O..* IT-01. 12'-0"* 12'-0" 8'-4"* 8--0— 71-8"* 8'-4"* T-O"* 8-0,.* 12'-0" 12-4- 12'-0"* 12'-0"* 12-4- 7'-6"* 7'-4"* 7'-4"* 7'-6"* T-4— 7'-4"* IT-O" 12--0- 12'-0"* 12'-0"* 12--0- 6--8- 12'-0"* 10-4" 10.83"* lo.-O.,* 101-01, 1 J..O,. 12'-0"* 9.- 7--4- -4"* lo.-O"* 9'.8.,* 10' -8.,* 10--6-- 4'-8' Y-8- 4'� 5'-8 5--8- 5'-0"* 4--8" 4'-6"* 5'-4". 5'0"* 25" g..O.,* 11' 91-0" 9.-0,.* 9. -8"* 8'- 6'-8- 48 8'-4"* T-6— -0- 8-8 9. 6 4'-6"* 8'-8"* T-4— 9--6- 7' M5'-O"* 5'-0"* 4'-8"* 5'-6"* 5'-4"* 80, 4�4` 4'-0"* 4'-8"* W-6— 4'- p Alf N ,kc, cu 79 A A Patio Slab Anchor* Concrete Anchor* This anchor is designed to be inserted through a 3/4" hole The MIJ2 is designed to be installed into a concrete slab at drilled or formed into an existing concrete slab. the time the concrete is being poured. Concrete must be a 2500 PSI minimum Concrete must be a 2500 PSI slab with 41' minimum thickness and 6/6 x minimum slab with 4"minimum 10/10 wire mesh or fiber mesh installed. thickness. Concrete slab must allow 4725 lbs of Concrete slab must allow 4725 lbs vertical tension on anchor without lifting. of vertical tension on anchor without R lifting.This assumes that the concrete This assumes that the concrete weighs W 150 lbs per cu.ft. weighs 150 lbs per cu.ft. Minimum distance from the anchor shaft o Minimum distance from the anchor to one edge of the slab is 4 In.from one shaft to one edge of the slab is 4 in. edge and 2 flL from any other edge. from one edge. o If installed In a 4"slab at minimum If installed in a 4"slab at minimum distances from edges,a layer of 6/6 x distances from edges,a layer of 6/6 or 10/10 mesh is recommended. 10/10 mesh is recommended. Slab must be 8 in. minimum thickness at location under any-anchor-Waffow,5-hT-embWmttn"f anchor"J" rod. Concrete Slab Anchor* This anchor is designed to be bolted to an expansion sleeve in an existing concrete slab. 9 Place washer and nut onto bolt to attach anchoi\ After reviewing restrictions listed to the right,drill a head,tighten nut 5/8 in x 3 In.hole In the slab where the anchor head is Concrete must be a 2500 PSI minimum slab with 4\- to be located. minimum thickness. -Place steel expansion sleeve over bolt and place into e Concrete slab must allow 4715 lbs of verUcal ten- the drilled hole. sion on anchor without lifting.This assumes that the concrete weighs 150 lbs per cu.ft. •Place the washer onto the expansion bolt 9 Minimum distance from the anchor shaft to one edge •Thread nut onto expansion bolt and tighten until of the slab is 4 In. from one edge and 6" from any maximum expansion of steel expansion sleeve has been other edge. achieved. If install.ed In a 4"slab at minimum distances from o Remove nut and washer and place anchor head over edges,a layer of 6/6 or 10110 wire mesh or fiber mesh exposed bolt. Is recommended. ...................................— *NOTE: • Maximum load per anchor Is 4725 lbs. • Minimum slab area per anchor for 4725 lbs.: 411 Thick Slab: 95 S. F. 611 Thick Slab: 65 S. F. B"Thick Slab: 48 S.F. TABLE 21.WIND ZONE 1 LONGITUDINAL FRAME TIEDOWN QUANTITIES(QUANTITY E ACH END OF HOME ing e Section Multi Section i ripfe Section x X.r ax' ji�'ft Ma Floor Width) (32 ft Max.Ff oor Width) (.""s it imax., 160� Width), Roof M* imum Unit Lengths in _'U Minimum Unit Lengths '�'Minimu nit n h M e g sj i Pitch 36' 42' 4�' 54' 60". 66' 72' 78'� 36' 42' 48' 54' 60' 66'1�. 72' 6 78 3 6 42',� 54' '. 60', 6 :,72' 1 n' n I[AnA "Man mmawn. n' n n a n' n' n. nnnaw nnnnnn nnnon mn ,��PiER HEIGHT GREATER THAN 64"-WIND ZONE 1 LONGITUDINAL FRAME TIEDOWN QUANTITIES(QUANTITY EACH END OF; :,Max. HOM Max. Home Width Roof Single Section Multi Section t Pitch 10 ft p I le 2 ft 14 ft 16 ft 18 :20 ft' 24ft 28ft :32 ft' t F:.�::.4.36 4.36 5 6 Lp, 4:4.36 5 6 8 7 -�77776 5 6 7 Tup Oid 5 Tcp Gdd r——————— —————————————"Illy 46#5w v 4seW HIM 2AM TRAN Mater asdream Fcmrrl V Koo .master 3ath 11D 10 fww 12'CC" ————— - ell C%V& cam *k*cb4 ONE L------ ----------------- -- HAV CONF/p 56'-ID* A 13UI AS IS Model: KWCK-56881 K 2229 Sq. Ft, 3 Bedroom 2 Both 'GIYATUne PREPARED 9/22/15, 16:01:50 INSPECTION TICKET PAGE 1 CITY OF PORT ANGELES INSPECTOR: JAMES LIERLY DATE 9/22/15 ------------------------------------------------------------------------------------------------ ADDRESS . : 3817 PARK KNOLL DR SUBDIV: CONTRACTOR : PHONE OWNER RUPPRECHT CARALEE PHONE PARCEL 06-30-15-3-1-0325-0000- APPL NUMBER: 14-00001393 RES MANUFACTURED HOME ------------------------------------------------------------------------------------------------ PERMIT: BIJ4 00 BL KANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS ------------------------------------------------------------------------------------------------ BLM 01 3/11/15 PB BLDG MFG HOME MONO SLAB 3/12/15 AP March 11, 2015 11:44:35 AM pbarthol. mike 461-7402 March 12, 2015 12:39:56 PM pbarthol. BLBT 01 3/27/15 JLL BLDG MFG HOME BLOCK/TIEDOWNS 3/27/15 AP March 27, 2015 9:10:23 AM pbarthol. Keith 461-1999 March 27, 2015 4:05:22 PM jlierly. PW2 01 4/01/15 RV PUBLIC WORKS SEWER CONNECTION 4/01/15 AP April 2, 2015 8:16:39 AM rvess. April 2, 2015 8:17:10 AM rvess. EL99 01 4/22/15 JLL BLDG FINAL 4/22/15 DA April 22, 2015 9:49:09 AM jlierly. kim 681-0777 April 22, 2015 3:41:27 PM jlierly. Address numbers on front of structure and provide crawl access cover verify retaining wall for unbalanced backfill/jll BL99 02 4/30/15 JLL BLDG FINAL 4/30/15 DA April 30, 2015 8:25:41 AM jlierly. kim 681-0777 April 30, 2015 4:55:05 PM jlierly. Elec final reqd/ retaining walls to be engineered/soil exposed, cover per PW BMP's 417-4811/Septic verified by Clallam county/jll BLT 01 9/22/15 JLL BLDG MASONRY WALL TIE 9/22/15 AP September 22, 2015 8:42:56 Am jlierly. This inspection is for the foundation wall that was modified for a retaining wall. Buy rite homes did not provide detail for the foundation wall of the existing demolished structure foundation to be used as a retaining wall. Engineering was required to allow retaining wall to function as is. September 22, 2015 8:47:16 AM jlierly. Mike romero 460-7402 September 22, 2015 4:04:24 PM jlierly. Dead men anchor points to hold wall, 6 total BL99 03 9/22/,15 BLDG FINAL J ( X/? September 22, 2015 4:05:42 PM jlierly. ---------------------- ----------- COMMENT S AND NOTES -------------------------------------- e-7 7 IN�AdOI�AgO OIAJONOO� R AiINnvvAoo Jo s e g injLL inr /417 co co co U.1 LIJ W m a: cc :<< <a: D D:D W a 0_5 cri 9 co j o Lo Ln LL 1 1 1 1 ��F-7 4 F- cn C0 (n Ct) w LU LIJ W LU W Lij Uj co CO U) 0 0 0 C) LO C> 0 cli cli 6'7 I 1 1 1 " p, / to cc, t- Cf) o co Cm C\j CIJ 1? 9 9 9 ce) 0 co co 24 7,1/-Z f7 Pte f /(P VU 765' -3 6 M fif. WAS 44 A4 6 li W LLI a:X < <CC n D LU 9 0 -1 ,,- -e-/:�, n Lo tn LL D U) T uj J L.Li LLI .0 ul LIJ LIJ r=== Y)U) U)Cf) 0 0 cli cm 4 :0 co (Ij m Cl> m I.- LU W-t 0 Ale a'r YL/ Lk 7 LU Uj ui 5:cc a: < :D W 0 0 0_3 w co(f)-i Lo Lc) Lo ILL-j ILIJ iL w wwww ==:m= ?- , co co co co 0 C> 0 to 0 0 CV CQ 0. CQ cq cm P ,,I ee 999 Ce) Co Co Co U.1 2 --- 0 e,it I C/ h e, I co Lu LU W rr a:cc << < D D W V)ri) (1)-j U) Lo Lo 7P w V)co Cl) LLJ LU W Ui Lij ul ul uj I ==M:m (f)U) co U) 0 0 08 cli cli I I I I Lc) Co I- r- (1) 0 Cl) Cl) re I,C C-4 C%j Cl 999 co co 0 co lb 1,1 YO-'3 I-i9 (�t ,r4 r e"-y h lrte-az—77,- 2 9 0 V e 2-k co W cri w ui w cr cr-cr << <r! D D M UJ 0 (3 C.0 R W LC) LO LO W LU W LU w uj w w M M 3: (1) U)U) 1p_ 19 vf- CV (V co co 0 (M CQ cm 999 -2r 0 'Feel 4 .0L. dvl Retaining Wall Retaining Wall -Rupprecht July, 2015 7'tall wall Distance between Corners 64 Ft. Moment Soil Pressure (Concrete strength up to 2500 psi before backfill) Vertical Loads Soil Height 84 in. Live Load of Building 0.00 P.L.F. of wall Height of wall 84 in. Dead Load of Building 0.00 P.L.F. of wall Height of footing 8 in. Wall 746.67 P.L.F. of wall Distance from wall face to steel 4 in. Footing 213.33 P.L.F. of wall Thickness of wall 8 in. Soil 536.67 P.L.F. of wall Footing back 8 in. Total 1496.67 P.L.F. of wall Footing Front(under soil) 8 in. Weight of soil 115 pcf Rectangular Soil Pressure 2.00 = P1 Weight of Concrete 160 pcf Triangular Soil Pressure 1.00 = P2 phee angle 33 Degrees Factor to zero P1 = 1.00 Sliding friction phee 0.3 %/ 100 Uniform PI 1285.00 P.S.F. Soil Pressure Bearing 1500 P.S.F. Triangular Pressure P2 -1073.33 P.S.F. Soil Pressure Horizontal 929.78 P.L.F. of wall Footing pressure on soil side. Tie Back Tension 4700 per bolt 9 o.c. Retaining Wall Overturning Moment from Tie Back 3655.56 Ft. - Lbs. plus Moment from Bldg. Load 0.00 Ft. - Lbs. plus Moments about front toe 5571.01 Moment from Horizontal Steel 61.01 Ft. - Lbs. plus Soil Pressure Moment 2789.33 Moment Wall 746.67 Ft. - Lbs. plus Factor of safety 2.00 > 2 OK Moment Footing 213.33 Ft. - Lbs. plus Moment Soil 894.44 Ft. - Lbs. plus Sliding Friction Resistance 5388 P.L.F. of wall Moment Soil Pressure 2789.33 Ft. - Lbs. minus Allowable Pressure 2305 P.S.F. Total 2781.69 Ft. -Lbs. Overturning Moment 1854.44 Ft. -Lbs. Minimum steel 0.144 Sq. In./Ft. Rectangular Soil Pressure 2.00 = P1 Maximum steel 1.114 Sq. In./Ft. Triangular Soil Pressure 0.67 = P2 a = 0.2259 In. Critial Factors: Moment Ultimate (min. reinf.) 1,679.21 Ft. Lbs. Minimum steel ratio 0.0015 Moment Actual = (1,547.09) Ft. Lbs. Fy 40,000.00 P.S.I. Area Steel Required 0.144 Sq. In./Ft. fs 20,000.00 P.S.1. 0.85 Area of Steel per bar 0.2 Sq. I n. Fc 2,500.00 PSI Bar Spacing = 16 In. Factor of Safety 1.70 #4 @ 16" o.c. 0.150 Sq. In. OK. 1503ORW2 Page 1 Retaining Wall Wall Horizontal resistance: Spacing of Horizontal Steel 16 in. Area of steel per bar= 0.2 Sq. In. Length of wall btwn corners 64 Ft. Resistive Moment Capacity= 10,200 In. - Lbs. Soil pressure capacity= 2 PSF. Footing moment Reduction = 61 Ft. - Lbs. Horizontal steel #4 @ 16"o.c. = 0.15 Sq. In. OK. Minimum steel = 0.144 Sq. In./Ft. Area of Steel per bar 0.2 Sq. I n. Bar Spacing = 16 In. #4 @ 16"o.c. 0.150 Sq. In. OK. Footing Reinforcement: Min. steel in footing 0.144 Sq. In./Ft. Spacing of Steel = 16 in. Area of steel per bar 0.2 Sq. In. #4 @ 16"o.c. 0.150 Sq. In. OK. 1503ORW2 Page 2 Ja mes Lierly From: James Lierly Sent: Wednesday, April 29, 2015 2:02 PM To: 'Kimberly Barnett' Subject: RE: Rupprecht @ 3817 Park Knoll Thank you Kim for your email. I spoke with the contractor that did the demo work and he made claim that the retaining wall was part of the existing structure The foundation is now being used as a retaining wall and the structural components have changed . it will be required by the 2012 IBC to be designed by an engineer. The retaining wall is required to be engineered if any unbalanced soils and their surcharge exceed more than (2)two feet in height, measured from the footing to the top of the wall. I am sure an Engineer will be able to look at this and help you resolve it with multiple options.At this point it is a safety concern and I am afraid that I cannot approve or transfer the responsibility of the code requirement into another entities hands. it you have any further questions please feel free to contact me at anytime. Jim Lierly City of Port Angeles Building Inspector Plan Review Code Compliance 360-808-0534 From: Kimberly Barnett [mailto:kimsequimayahoo.com] Sent: Wednesday, April 29, 2015 1:39 PM To: James Lierly Subject: Rupprecht @ 3817 Park Knoll Hello Jim. 3817 Rupprecht permit# 14-00001393 I have confirmed with our contractor that I can now call in a re-inspection for the home. The crawl space, tags and address have been complete. I will call the City hot-line today and ask for a re-inspect for tomorrow: 4/29. Jim, can you could please sign off on the home final so we can get this clients loan closed. As far as the existing foundation wall; Rick Cavanaugh, the owner of Buy-Rite Homes is hoping that you will except a letter from him regarding taking responsibility/liability? Since we are the contractor with the insurance bond he is willing to take this on and clear the City of any future responsibility. We would of addressed this in the very beginning, prior to the permit being issued if the question of concern would of come to the table. I sure appreciate your help on this. I know you are not liable..... so make it on us. We will write what ever we need to close this file. The client will also get a copy of this so we are all on the same page. You can call Rick @ 360-681-0777 to discuss any questions you may have. Please let me know what you would like. Thank you again. Kimberly Barnett Project Manager Buy-Rite Homes 259403 HWY 101 Sequim, WA 98382 360-460-7342 (Cellular)