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Home My WebLink About1144 Campbell Ave - BuildingApplication Number Application pin number Property Address ASSESSOR PARCEL NUMBER Tenant nbr name Application type description Subdivision Name Property Use Property Zoning Application valuation Owner SMITH RICHARD 20235 ROBIN LANE NE SUQUAMISH WA 983929686 Permit Additional desc Permit pin number Permit Fee Issue Date Expiration Date Fee summary Permit Fee Total Plan Check Total Grand Total T \Policies \I 102.15R [1/05] CITY OF PORT ANGELES PUBLIC WORKS UTILITIES DIVISION 321 EAST 5TH STREET PORT ANGELES, WA 98362 05 00000794 416426 1144 CAMPBELL AVE 06 30 14 5 -4 0508 0000 QWEST PUBLIC WORKS UTILITES RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY 0 Contractor OWNER RIGHT OF WAY QWEST UNDERGROUND PHONE SERVIC 58651 00 8/26/05 Valuation 2/22/06 Charged Plan Check Fee Paid Credited 00 00 00 00 00 00 00 00 00 Date 8/26/05 Due 00 00 00 00 0 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 as 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 Signature of Contractor or Authorized Agent Date Signature of Owner (if owner is builder) Date CALL 417 -4807 FOR UTILITY INSPECTIONS. PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE. IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCATION KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE ACCEPTED COMMENT'S PW UTILITIES (Engineering Division) WATERLINE METER SEWER CONNECTION SANITARY STORM SITE DRAINAGE SITE EROSION CONTROL PARKING SIDEWALK CURB GUTTER DRIVEWAY APPROACH BACK -FLOW DEVICE T' \Policies \1102.15R [1/05] RESIDENTIAL CONSTRUCTION R.W PW/ ENGINEERING 417 -4807 FIRE 417-4653 I PLANNING DEPT 417 -47'0 BUILDING 417 -4815 PERMIT INSPECTION RECORD YES NO FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCY/USE DATE YES NO COMMERCIAL I I I I I I I CONSTRUCTION R.W PW ENGINEERING I FIRE DEPT I PLANNING DEPT BUILDING DATE I YES I NO ACCEPTED 1 1 I 1 1 I I I I I I I ...... ~ ,/' CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Appl1cation Number Application pin n~er Property Address ASSESSOR PARCEL NUMBER: Application type description Subdivision Name Property Use Property Zoning . . . Application valuation 05-00000287 Date 641989 1144 CAMPBELL AVE 06-30-14-5-4-0508-0000- RES MANUFACTURED HOME 5/17/05 Owner Contractor ft1~LW \0/4;05 T~ RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY 56545 SMITH, RICHARD 20235 ROBIN LANE NE SUQUAMISH WA 983929686 OWNER Other struct info . TOTAL % LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE 25.50 1. 00 4680.00 1196.00 1196.00 Permit . . . . . Additional desc . Permit pin number Permit Fee Issue Date Expiration Date BL MANUFACTURED HOME SKYLINE, GREEN BRIER 803-CT 48819 230.00 5/17/05 11/13/05 Plan Check Fee Valuation .00 56545 ~ ~ Qty Unit Charge Per BASE FEE Extension 230.00 Special Notes and Comments Building address sign shall not be less than 6" & not more than 12" in he1ght. Numbers colors must contrast with wall color they are mounted on. (Ord. 14.36.050-E) When roof gutters are 1nstalled, drains will located in' 'dry' wells or piped to approved storm drain locations. Manufactured home must be pit set so that no more than 12" of skirting is v1sable above grade. 05/12/2005 04:29 PM SROBERDS --------------------------- The proposal will result in the placement of as. :e'. mfg home in the RS-9 zone for a total lot coverage of 26%. No land use 1ssues are noted. $410 Connection Fee Applies, Electrical load calculations and electrical permits are required, 04/28/2005 09:51 AM JHEBNER ---------------------------- There is a conflict w1th the Elect Utility, Any modifications to the City'S electrical facilities will be at the customer's expense. An easement may be required, See John Hebner 417-4706. 04/28/2005 09:54 AM JHEBNER ---------------------------- Ditches and culverts (12" min.)w111 be installed to city Stanards. See Public Works Engineering for Standards. 4' wide gravel path to City Suburban standards required for school walking route. 05/11/2005 03:34 PM RVESS ------------------------------ ~ ~ \J ~ "'--~ ---- ~ (f.) Other Fees SEWER SYSTEM DELV CHARGE 745,00 Separate Permits are required for electncal 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 penod of 180 days after the work as 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 authonty to Violate or cancel the proVisions of any state or local law regulating construction or the performance of construction \ rJ AI r:-, J..-G Signature of Contr~ctor or Authonzed Agent Date Signature of Owner (if owner IS bUilder) Date T \PolIcles\! 102_15 bUlldmg pennlt mspectlOn record05 wpd [1/4/2005] \ \ r / ; i f '1'" CITY OF PORT ANGELES DEPARTMENT OF COMMUNITY DEVELOPMENT - BUILDING DIVISION 321 EAST 5TH STREET, PORT ANGELES, WA 98362 Application Number . . . . . 05-00000287 Application pin number 641989 Page 2 Date 5/17/05 Other Fees STATE SURCHARGE PW WATER SYSTEM USE FEE 4.50 1025.00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 230.00 230.00 .00 .00 Plan Check Total .00 .00 .00 .00 Other Fee Total 1774.50 1774.50 .00 .00 Grand Total 2004.50 2004.50 .00 .00 Separate Permits are required forelectncal work, SEPA, Shorelme, ESA, utilities, pnvate and public Improvements. ThiS permit becomes null and void If work or construction authonzed is not commenced Within 180 days, if construction or work is suspended or abandoned for a penod of 180 days after the work as 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. Signature of Owner (If owner IS bUIlder) Date Signature of Contractor or AuthOrized Agent Date T \PolIcles\ 11 02_15 buIldmg pennlt mspectJon record05 wpd [1/4/2005] ~., BUILDING PERMIT INSPECTION RECORD . CALL 417-4815 FOR BUILDING INSPECTIONS CALL 417-4735 FOR ELECTRICAL INSPECTIONS CALL 417-4807 FOR PUBLIC WORKS UTILITIES PLEASE PROVIDE A MINIMUM 24 HOUR NOTICE- IT IS UNLAWFUL TO COVER, INSULATE OR CONCEAL ANY WORK BEFORE INSPECTED AND ACCEPTED. POST PERMIT IN A CONSPICUOUS LOCA nON KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE. INSPECTION TYPE DATE ACCEPTED COMMENTS YES NO FOUNDATION. FOOTINGS WALLS FOUNDATION DRAINAGE 1 DOWN SPOUTS 'PIERS POST HOLES (POLE BLDGS ) PLUMBING UNDER FLOOR 1 SLAB ROUGH-IN WATER LINE (METER TO BLDG) In -&14 -' tnS " J.. \.- GAS LINE BACK FLOW 1 WATER AIR SEAL WALLS CEILING FRAMING JOISTS 1 GIRDERS SHEAR WALL/HOLD DOWNS WALLS / ROOF 1 CEILING DRYWALL (INTERIOR BRACED PANEL ONLY) T-BAR INSULATION SLAB WALL 1 FLOOR 1 CEILING I I MECHANICAL HEAT PUMP 1 FURNACE 1 DUCTS GAS LINE WOOD STOVE 1 PELLET 1 CHIMNEY COMMERCIAL HOOD 1 DUCTS MANUFACTURED HOMES FOOTING 1 SLAB '3) i)..1/0~ <ll {;- BLOCKING & HOLD DOWNS ftP/ ;..:; /00 ",'1/'-v SKIRTING I PLANNING DEPT SEPARATE PERMIT#'s SEPA PARKING/LIGHTING ESA LANDSCAPING SHORELINE FINAL INSPECTIONS REQUIRED PRIOR TO OCCUPANCYIUSE RESIDENTIAL DATE YES NO COMMERCIAL DATE ACCEPTED YES NO ELECTRICAL - LIGHT DEPT 417-4735 ELECTRICAL LIGHT DEPT CONSTRUCTION R W 1 PWI CONSTRUCTION - R W ENGINEERING 417-4807 PW 1 ENGINEERING FIRE 417-4653 FIRE DEPT PLANNING DEPT 417-4750 PLANNING DEPT BUILDING 417-4815 /fJ -oJ/-oS J LL..... BUILDING T \PolIcles\ 1102_15 bUlldmg perrmt mspectlOn record05 wpd [1/4/2005] '" K"'" 1'.K"U b"/ 2 21 0 s-;-n~2 3-4~6 CITY OF PORT ANGELES INSPECTION TICKET pNSPECTOR JAMES L LIERLY ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1144 CAMPBELL AVE SUBDIV PHONE PHONE , SMITH, RICHARD 06~30-14-5-4-0508-0000- 05-00000287 RES MANUFACTURED HOME PERMIT, BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 5/27}05 5/27/0'5 BUILDING FOUNDATION MONO SLAB OS/27/2005 08,38 AM JLIERLY al 360-271-4439 OS/27/2005 03-13 PM JLIERLY BUILDING BLOCK AND TIEDOWNS 06/22/2005 11-45 AM DYASUMUR LINDSEY 360-697-3456 JLL AP BLBT 01 PAGE DATE 6 6/22/05 / COMMENTS AND NOTES -------------------------------------- ~ JtJ ~Iek t19fU1tiA- ,)D J- ---- .::..~ BUILDING -DIVISION CITY OF PORT ANGELES * * Correction Notice Job Located at -1/44 (. ~ b~ y1 Inspection of your work revealed that the following is not in accordance with the codes governing the work in this jurisdiction: ~ U~/T;B ~ I tJ f? €J ILJJ~ - J~J- @ ~eJe These corrections must be made and are not to be covered until reinspectlon is ma?Zf1 When ~rrecti9DS- have been made, please call j 7 - ~/ C for inspection. Dat~ 0,!:)'JJ~) ,j[~ " Inspector for Building Division nn NnT RI=MnVI= T"'I~ TAr. PREPARED 6/23/05, 12 25.54 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 6/23/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER. 1144 CAMPBELL AVE SUBDIV PHONE PHONE SMITH, RICHARD 06-30-14-5-4-0508-0000- 05-00000287 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 5/27/05 5/27/05 JLL AP BUILDING FOUNDATION MONO SLAB OS/27/2005 08 38 AM JLIERLY ---------------------------- al 360-271-4439 OS/27/2005 03 13 PM JLIERLY ---------------------------- BUILDING BLOCK AND TIEDOWNS 06/22/2005 11 45 AM DYASUMUR LINDSEY 360-697-3456 06/22/2005 03.54 PM JLIERLY ---------------------------- stra_s. on NW cornaer not connected to slab/]ll BLBT 02 ~23/05 JLL UILDING BLOCK AND TIEDOWNS 06/23/2005 10 48 AM DYASUMUR LINDSEY 360-697-3456 -------------------------------------- COMMENTS AND NOTES -------------------------------------- 6/22/05 6/22/05 JLL DA BLBT 01 PREPARED 10/04/05, 13'29:15 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 4 10/04/05 ADDRESS CONTRACTOR OWNER PARCEL . APPL NUMBER: 1144 CAMPBELL AVE SUBDIV PHONE PHONE SMITH, RICHARD 06-30-14-5-4-0508-0000- 05-00000287 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM 01 5/27/05 5/27/05 JLL AP BLBT 01 BUILDING FOUNDATION MONO SLAB OS/27/2005 08 38 AM JLIERLY ---------------------------- al 360-271-4439 OS/27/2005 03 13 PM JLIERLY ---------------------------- BUILDING BLOCK AND TIEDOWNS 06/22/2005 11 45 AM DYASUMUR LINDSEY 360-697-3456 06/22/2005 03 54 PM JLIERLY ---------------------------- straps on NW cornaer not connected to slab/)ll BUILDING BLOCK AND TIEDOWNS 06/23/2005 10 48 AM DYASUMUR LINDSEY 360-697-3456 06/23/2005 04:41 PM JLIERLY ---------------------------- '"'__"'__,:~:~~------:;~;~::::::::;:::;:o,::""O"-:::---:::::::::::::::::::::_____ r:N~II!~j( 6/22/05 6/22/05 JLL DA BLBT 02 6/23/05 6/23/05 JLL AP 1- ~~\ e5 ~O,^l"\t1.C(fH) vl ('tftlVj II ~tl BUILDING PERMIT - APPLICATION www cltyofpa.us Print out form and fill out COMPLETELY in INK. Your application and site plan MUST BE COMPLETE to be accepted for review. Questions? Call: PERMITS (360) 417-4815 Fax (360) 417,4711 Address: \ ~ity: \;=>0 V.J-&'O 0 ro Phone: 3(00 -bql-3 '-;'0<0 Phone:5tt>(!)-(ff{1- f)Lf51o Zip: Cf83,O Architect/Engineer: Phone: Contractorbo\,1f (\ \1oMP<:' State License #: L1-<1'X~ Exp:~ Phone%f}-\o~l-3Y~ Address:~ \1'\ \::::\V\~ ~ i'\h.JJ City:'fbv.-.~~\)\) ( l\..\ J\ Zip:Q~~ to PROJECTADr~'B':Umeoejl fNe/I\JO~+ ~e~ LEGAL DEscRwl'njN: Lot: 4 Block: F5 Subdivision: CLALLAM COUNTY PARCEL NUMBER: 0 la"3 D I Y - 54 0 S (J 5 ZONING: Credit Card Holder Name: Billing Address: Credit Card Type VISA TYPE OF WORK: o Residential 0 New Constr 0 Re-roof 0 Stove o Multi-family 0 Addition 0 Move 0 Garage o Commercial 0 Remodel 0 Demohtion 0 Deck SF. @ $ /SF. = $ o Repair 0 Sign K Other Manu-t tTOTAL VALUATION $ BRIEF DESCRIPTION OF THE PROJECT: Sky I me.. z.t:>C>5 c;.-e.e^ brtc:l""" City: MC # Exp. Date: SIZE/VALUATION: 45 00 UOJ(/) SF.@$~/SF.=$ 5to,5 - . SF. @ $ /SF. = $ '1F BO"! -C T COMMERCIAL/RESIDENTIAL: Occupancy Group. Occupant Load: No. ofStories.l Lot Size: .Lfk80 Existing Sq. Ft. -A- & Proposed S9.. Ft. Total lot coverage '"2.5;.r;;: % Construction Type: \ \ OJ V = TOT AL Sq Ft \ \ q \0 APPROV ALS: PLAN: BLDG: DPWU: FIRE: OTHER: PLANNING USE ONLY: ESA/Wetland(s): 0 Yes 0 No SEPA ChecklistreqUlred? 0 Yes 0 No Other: BUILDING PERMIT APPLICATION SUBMITT AL: The Building DIVISIOn can prOVide you With Information on the apphcatlOn and plan submittal requirements If you have questIOns V ALUA TION OF CONSTRUCTION. In all cases, a valuation amount must be entered by the apphcant This figure will be reviewed and may be revised by the Building Division to comply with current fee schedules. Contact the Permit Coordinator at 417 -4815 for assistance. PLAN CHECK FEE: IF a plan check fee is due it must be submitted at the time the buildmg permit application and construction plans are submitted. AU other permit fees are due at the time of permit Issuance. EXPIRA nON OF PLAN REVIEW: If no permit IS issued within 180 days of the date of application, the application will expire. The Budding Official can extend the time for action by the apphcant up to 180 days upon written request by the applicant (see Section RI 05.3.2 of the International Building/Residential Code, 2003). No apphcation can be extended more than once I hereby certIfy that I have read and exammed thIS application and know the same to be true and correct. I am authonzed to apply for this permit and understand that It IS my responsIbilIty to determme what permIts are requir d, not the CIty's,.. d that lust obtam such permits prior to work. , ': ~ate' '-1/;;:1/05 Applicant: www.cltyofpa.us Parcel Lookup Page 1 of 1 Parcel Number 0630145405080000 Site Address 9999 CAMPBELL AVE PA I Quit I I Back I Taxpayer: NESKE BRIAN/LAURA 2 LONGFELLOW COURT STAFFORD, VA 22556 2 LONGFELLOW COURT STAFFORD, VA 22556 Title Owner: NESKE BRIAN/LAURA Description: ILLINOIS ADDITION LOT 4 BL 5 Value Summary: Note: Listed values do not reflect adjustments made for exempllon programs such as Senior/Disabled or Current Use programs (except Commercial Forestland properties) Land Value 7,125 Improvements Value 0 Total Assessed Value 7,125 Property Characteristics: Note: Use Code IS for Assessor's purposes only Contact the appropnate planning or bUilding departments for Zoning and allowable usage of property Use Code 9100 UNDEVEL LAND Land Size (acreage) 00 Note Acreage IS not listed for all properties In the Assessor's records More information about land size Tax Status' Taxable Tax Code Area 0010 Zoning Code RS9 Note ZOning and zOning codes change constantly Venfy all zOning With the appropnate planning or bUilding department Building Characteristics: (Click on Bldg # for more details) 3L BldgJy.~ Bldg...St}'le Total S.F. BD BA Tax History Sales History ~ I Back I 11431.45711 http://65.161.1 0.164/website/sitisy.pgm?parce1=0630 145405080000 4/26/2005 2 O~},Lll~Ji,/ " I!....-_-J Al'the\meT, Mh;h",e\ R Cc: Subject: Morris, Kevin C Wednesday, March 10, 19995:38 PM Altheimer, Michael R ; Barchenger, Tim; Bruce, John W. ; Bunten, Thomas L. ; Clemons, Tim W; Dalthorp, Steven L ; Despain, Harry R ; Disch, Ronald A ; Ellenberger, John E ; Ervin, William G ; Fereira, Daniel J. ; Frederick, Martin L. ; Harvey, John Preston; Haverfield, Richard; Jackson. Mathew A; Jones, Jack G ; Kerr, Richard D ; Kleier, Terry L: Knutson, Kenneth E : Lawrence, Peter A ; Mcmillan, John L ; Mehu5, Paul S ; Metcalfe, Richard S. ; " Neveu, Dennis G. ; Newton, Kenneth F. ; Nighswonger, Bruce N; Pope, Thomas A. ; Rarig, Chris W. ; Reiter, C. Mason; Roche, Orlando; Roe, Michael G. ; Rushing. Steve C ; Sampson, Dennis R; Sevcik, Daniel G ; Soran, Roberta; Simpson, Stanley D ; Taylor, Donald: J. ; Tomasino, Anthony R. ; Vogt, Bruce A; Ward, Ralph W ; White, James H ; Williams, : Norman E ; Westby, Gregory J ; Wolfenbarger, D. C. ' Woods, Patrick; Hughes, Thomas E. ; Paradis, Reuel L; Yonker, Dennis D RCW 18.27.090 MH Dealer Exemption From: Sent: To: The Contractor Compliance Section is developing a comprehensive interpretation of the exemption pertaining to Mobile/Manufactured Home Dealers and Manufacturers. RCW 18.27.090 (6) states that this chapter does not apply to:.,.,.... A mobile/manufactured home may be installed, set-up, or repaired by a registered or legal owner, by a contractor registered under this chapter, or by a mobile/manufactured home retail dealer or manufacturer licensed ' under chapter 46. 70 RCW who shall warranty service and repairs under chapter 46. 70 RC~ Our department has recently held meetings with representatives from the Manufactured Housing Association resulting in the immediate need for policy development relating to this exemption. Historically our section has required dealers who sub-contract or superintend the work of others performing set-up work to be registered as a General Contractor. This requirement was clearly for th~ purpose of protecting consumers and was a legitimate position for the department to take. It likewise made it possible for Mobile/Manufactured Home Dealers to pick up a building permit from the local jurisdiction. This position has been amended as a result of our recent meeting with Manufactured Housing representatives and the discussions Department of Licensing, Dealers Division. Effective immediately, any Mobile/Manufactured Home Dealer or Manufacturer who is Iicens~d under, chapter 46.70 RCW may install, set-up or repair a mobile/manufactured home without contractor registration. Additionally, these mobile/manufactured home dealers may sub-contract or superintend other REGISTERED contractors performing installation, set-up or repair work when the dealership has ~overed all of these work elements detailed in their contract with the consumer. When work outside of installation, set-up or repair of a mobile/manufactured home occurs, Le. garages, septic systems, etc. registration as a contractor would be required. Registration requirements must be met under these circumstances as the $30,000 dealers bond will not cover work other than installation, set-up or repair of the mobile manufactured home. A hard copy of the actual policy will be forth coming. This policy will be a topic at our June 2nd & 3rd Compliance training. If you have questions relating to this e-mail please dontt hesitate to contact either Kevin Morris or Dennis Yonker. . 1 ,I ./~~M-------------:>' "- ,_1______ --------77 ./.. - ---- -----uFs~~;:;:O-'.:>... , ,,----------u--]-7 ["'Fe=__n_- ~'i by-l-u-------/d TYPICAL SINGLE-WIDE FRONT OR REAR CROSS MEMBER LF-BEAM---------.:>. ,,-1----------7 ./..----------7'~BEAM .:>. _,,____________L_7 TYPICAL DOUBLE-WIDE TAG UNIT TYPICAL DOUBLE-WIDE LONGITUDINAL TIEDOWNS LLFBEAM u________"- ,__Z_______u_y L----u----FsEAM "'- 7 -,---------------;... TOP VIEW LFsEAM---u-u-~~ .0-1----u----:;- TYPICAL TRIPLE-WIDE 1'\ ~ -T - ~ FRONT OR REAR CROSS MEMBER I 1 1 I GROUND LEVEL CABLE-FRAME TIE-DOWN CONNECTION SIDE VIEW 2 TIE-DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX VERTICAL ANGLE 46 35 18 NA 42 37 32 13 35 28 19 NA 23 42 MAX HORIZONTAL ANGLE 20 20 20 NA 20 20 20 20 20 20 20 NA 20 20 2 TIE-DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX VERTICAL ANGLE 32 NA NA NA 27 17 NA NA 11 NA NA NA NA 27 MAX. HORIZONTAL ANGLE 20 20 NA NA 20 20 20 NA 20 NA NA NA NA 45 4 TIE-DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE II NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX VERTICAL ANGLE 62 57 51 45 61 58 56 50 57 54 51 43 52 NA MAX. HORIZONTAL ANGLE 45 45 45 45 45 45 45 45 45 45 45 45 45 NA 4 TIE-DOWN STRAPS @ FRONT & REAR OF EACH FLOOR. WIND ZONE III NOMINAL UNIT WIDTH (feet) SINGLEWIDES DOUBLEWIDES DOUBLEWIDES w/5/12 ROOF PITCH ANGLES (DEGREES) 12' 14' 16' 18' 24' 26' 28' 32' 24' 26' 28' 32' TRIPLE- TAG UNITS MAX VERTICAL ANGLE 56 49 41 31 54 51 47 39 49 45 41 28 42 NA MAX HORIZONTAL ANGLE 45 45 45 45 45 45 45 45 45 45 45 45 45 NA NOTES: 1) Longitudinal Tledowns are In addition to diagonal tledowns along the main raIls. 2) Ground anchors, straps & cables (Including eyebolt, nut, etc.) shall be capable of resisting an ultImate load of 4725 Ibs (3150 Ibs deSign) min. Install ground anchor In accordance with ground anchor manufacturer's installation Instructions. See note 2 page 29. 3) Anchorage system subject to local Inspection at the time of installatIon 4) Other methods approved by local bUilding authontles may be used 5) Longitudinal tledowns are not required at wind zone I 6) If a doublewlde unit has a roof pitch exceeding 3/12 (I e 4/12) then use 5/12 roof pItch reqUirements 3: ~........-.------ ._------~~~--~----- TIE-DOWN DETAILS FOR UNITS WITH 102" SIDEWAllS TABLE 6B """tIII, ,~~ ........ ~ '( T Ls. "'; ...' r<~ ........ G~ #; ! '.~ ,"::'0,sTe~:':'.. C? #~ ~ %,:.' ~v ''0 ". ',.A ~ :: No ~ ~ : · i 19600312 ~ * : ; \ ~.S.t>" ! : ; ~... STATE OF .: Q::- ~ ,,'~O . /^, h.. .. ~ ~'.;rDI ~. ~ #;" ~&.si"'" . .' ,## .. '" ___>1<._______.\1'-______ Alternate Tledown Strap location Wind Zone II or III only Factory Installed Sidewall strap Not required at Wind Zone I Alternate Strap angle (A). Standard Strap angle (A) /~ Ground anchor (tYPical) Factory Installed sidewall strap Not required at Wind Zone I Alternate Tledown Strap location. Wind Zone II or III only Alternate Strap \ Standard Tledown angle (A) Strap location Standard Strap angle (A). Straps and Anchors to be spaced 12'-0" o.c. max. at Wind Zone I. 8'-0" o.c. max. on 5/12 roof pitch units @ Wind Zone I. 5'-4" o.c. max. at Wind Zone II. 4'-0" o.c. max. at Wind Zone III. Ground anchor (tYPical) ....,j-~- _~ 'v .. TYPICAL SINGLEWIDE 28' Doublewldes 32' Doublewldes 14' Slnglewldes 16' Slnglewldes 28' Doublewldes 32' Doublewldes with 5/12 roof pitch with 5/12 roof pitch H (Max) 32" 445" 36" 495" 23.5" 27.5" Wind H(MlIl.\ 12" 14" 12" 12" 12" 12" Zone I A(Max) 45.0 deqrees 46.0 deqrees 50 0 degrees 51 0 dearees 38 degrees 345 degrees A (Max.) 19.0 deqrees 18 0 deqrees 7.0 degrees 10 0 deqrees 9 deqrees 6 degrees H-(Max.) 28" 37" 25" 35" - - Wind H(MIn.) 13" 17.5" 12" 12" - - Zone II A(Max) 41 0 degrees 40 5 degrees 41.5 degrees 41.0 degrees - - A (Max.) 22 0 degrees 22 0 degrees 23 0 deqrees 16.6 degrees - - H(Max.) 33" 44" 29" 41" - - Wind H (Min.) 12" 155" 12" 12" - - Zone III A(Max) 45 7 deqrees 45.5 deqrees 45.8 degrees 45.5 dearees - - I A (Max~) 20 4 deqrees 19 7 deqrees 23 0 degrees 16 6 dearees - - STANDARD TIE-DOWN STRAP LOCATIONS 28' Doublewldes 32' Doublewldes 14' Slnglewldes 16' Slnglewldes 28' Doublewldes 32' Doublewldes with 5/12 roof pitch with 5/12 roof pitch H (Max.) 48" 48" 48" 48" - - Wind H (Mln) 12" 12" 12" 12" - - Zone II A (Max.) 20 0 degrees 18.6 degrees 20 6 degrees 19.0 degrees . - ATMax) 5.2 degrees 4 8 degrees 5 4 degrees 4.9 degrees - - H (Max f 48" 48" 48" 48" - . Wind H (Min.) 12" 12" 12" 12" . - , I Zone III A (Max.) 20.0 deqrees 18 6 deqrees 20 6 degrees 19 0 deqrees - - I A (Max) 5 2 degrees 4 8 degrees 5 4 degrees 4 9 deqrees - - '- ALTERNATE TIE-DOWN STRAP LOCATIONS NOTES: 1) Straps and anchors to be rated for 3150 Ibs. of working stress (min.). 2) See page 25 for strap matenal specification, connection to I-Beam and other setup information. 3) Main I-Beam spacing to be 99.5" min. on all Units. 4) Not available on 5/12 roof pitch units at Wind Zone II or III. STRAP ANGLE STRAP ANGLE ~ ANCHOR TO BE RATED FOR 3684# OF WORKING STRESS, TOTAL FOR BOTH~ STRAPS (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) , ", , ' : I , ' ", ,., ",,,,,, ", T '" .... f-'/ . L12(1 #, ,:..... X'?:.......... ...\oJ...." i"... ~ Jj ...~e.\STl:,<j>~.... ~ ~ : "') .' ~ <::> ... ....\ -=- : I No. '.: : * I 19600312 . * : : \ ~ ,-. 0" . · ~ "'0', STATE OF ... -1?!'/ . ..~ O..(.:...~DIA~~ .'.:,,: ~ ...... ~& ......... IX" ~ . ###. SIONAL .~I'''II'''' , ' I II : I , " : II: , ' , I: " ,', i' ,LI , 1'1 '1'1 '" :'[11 '.i[" , " J , " 1111 i !! "Iii ;ll:1 iii I:i Iii ,I, Iii In 1'1,' ':!:i , 1'1 ;\:\1 [III , Ii :!j Ii; " l:l 1'1 !'[; rl ~ II: f" iill " ,H i'II' "~'I' 'i!' I"l i'l O/l z :E VJ a: Z oQ u.ti w> ..J w lD..J <0: w I-' wX W<O: VJ ::;: z o ~ Gi ..J W STANDARD TIE-DOWN DETAILS O/l Z :Ern z a: 0 0- u.!;;: w> ..J w lD ..J <0: w I-' w~ m::;: TABLE 6 z o ~ > W ..J W INSTALL STRAP & ANCHORS 6'-8' @ ZONE II 5'-4" @ ZONE III & 4'-0" @ ZONE II & III FOR SHED ROOF SINGLEWIDES SEE TABLE FOR ELEVATION & STRAP ANGLE LIMITATIONS ANCHOR TO BE RATED FOR 3664# OF WORKING STRESS, TOTAL FOR BOTH STRAPS (INSTALLED PER ANCHOR MANUFACTURER'S INSTRUCTIONS SEE NOTE 3) SINGLE-WIDE F-=i t--r-l I-.L-l SEE NOTE #1 F-=i r-T-l I-J...-l DOUBLE-WIDE * USE 24' WIDE RESULTS FOR 12' HALF OF 22' WIDE DOUBLE WIDES WIND ZONE II WIND ZONE III WIDTH MIN. & MAX. MIN. & MAX. MIN. & MAX. MIN. & MAX. I ELEVATION DIAGONAL STRAP ANGLE ELEVATION DIAGONAL STRAP ANGLjE 12' 14" TO 25" 250 TO 400 14" TO 26" 250 TO 410 I 14' 12" TO 27" 20.50 TO 400 12" TO 28" 2050 TO 410 12' SHED ROOF 25.2" TO 34 6" 41 0 TO 500 25.2" TO 34.6" 410 TO 500 14' SHED ROOF 234" TO 38 4" 360 TO 500 23 4" TO 38 4" 360 TO 500 16' 16" TO 36" 20S TO 400 155" TO 38" 19.5OT041O 18' 20" TO 44" 20S TO 400 19" TO 47" 19 50 TO 41 0 20' OR 22' * 12" TO 15" 340 TO 400 12" TO 16" 340 TO 420 24' 12" TO 22" 24 50 TO 400 12" TO 23 5" 24.50 TO 420 28' 12" TO 23.5" 230 TO 400 12" TO 25 5" 230 TO 420 32' 12" TO 33" 16.60 TO 39 30 12" TO 36" 1660 TO 41.80 16' SHED ROOF 21" TO 27 5" 25 go TO 32 40 21" TO 27.5" 25 go TO 32 40 I NOTES: 1) FOR STRAP MATERIAL SPECIFICATION, CONNECTION TO FRAME I-BEAM & OTHER SETUP INFORMATION, REFER TO SKYLINE INSTALLATION MANUAL I 2) FOR ANCHORING SYSTEMS, THE INSTRUCTIONS SHALL INDICATE. A) THE MINIMUM ANCHOR CAPACITY REQUIRED, B) ANCHORS SHOULD BE CERTIFIED BY PROFESSIONAL ENGINEER, ARCHITECT, OR A NATIONALLY RECOGNiZED TESTING LABORATORY AS TO THEIR RESISTANCE, I BASED ON THE MAXIMUM ANGLE OF DIAGONAL TIE AND/OR VERTICAL TIE LOADING AND ANGLE OF ANCHOR INSTALLATION, AND TYPE OF SOIL IN WHICH THE ANCHOR IS TO BE INSTALLED, C) GROUND ANCHORS SHOULD BE EMBEDDED BELOW THE FROST LINE AND BE AT LEAST 2 I INCHES ABOVE THE WATER TABLE, D) GROUND ANCHORS SHOULD BE INSTALLED TO THEIR FULL DEPTH, AND STABILIZER PLATES SHOULD BE INSTALLED TO PROVIDE ADDED RESISTANCE TO OVERTURNING OR SLIDING FORCES, E) ANCHORING EQUIPMENT SHOULD BE CERTJFIED BY AI PROFESSIONAL ENGINEER OR ARCHITECT TO RESIST THESE SPECIFIED FORCES IN ACCORDANCE WITH TESTING PROCEDURES IN ASTM STANDARD SPECIFICATION FOR STRAPPING, FLAT STEEL AND SEALS 3) ANCHORS RATED @ 3150# OF WORKING STRESS TOTAL FOR BOTH STRAPS, MAY BE USED IF STRAP & ANCHOR SPACING is REDUCED TO 5'-8'1 @ WIND ZONE" AND 4'-6" @ WIND ZONE III. STRAPS AND ANCHORS MAY BE INSTALLED 4'-0" O,C. ON SHED ROOF SINGLEWIDES WITH ' ANCHORS RATED @ 3150# 4) THE A-B CHANCE STRAP SEAL DEVICE DEPICTED BY FIG 5-12 MAY BE USED AS DIRECTED FOR ATTACHING THE REQUIRED DOUBLEWIDE CENTERLINE STRAPS TO GROUND ANCHORS 5) STANDARD TIE-DOWN DETAILS ARE NOT APPLICABLE TO 5/12 ROOF PITCH DOUBLEWIDES @ WIND ZONE II & III ,I:: ;1;1 ,1"1 ill ::il i id I" 1,1 il :1' II I 1'1 I. ::1 I' II: Ii Iii 'I '" " '" " Ii 30 SKYLINE CORP. TIE-DOWN DETAILS FOR 5/12 ROOF PITCH DOUBLE WIDES AT WIND ZONE II & III TABLE 6A / Ground anchor (tYPical). Optional Strap location Standard Strap location Straps and Anchors to be spaced 5'- 4" o.c. max. @ Zone II & 4'- 0" o.c. max. @ Zone III. Sidewall straps are fac- tory Installed. ~ __.lIr..________~________ ____~___..._._.__\lt____ , " " II , i, WIND ZONE II (100 mph) Unit Width H (max.) H (min.) Angle (max.) Angle (min.) 24' 48" 12" 23.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 degrees 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degrees 4.91 degrees ~,,"Ullr,~ ......~,~ X;.'l T. is. "'" ~ f<~ ......... 0"9. ## i ~ ...~G\ST~.9~... ~ '-:, ~ '"j l Qj- a ". ~ ';. :: Ph ~- : * i 19600312 i * : . . . . ": ~ #t' "%1 . D~: ..... .. -0 . .~ 0 . · ':.:~... 1"'\11;;; ..~.... .,-......__ /A. ,,".' ... ~.....~ "':YD'A~:.;" $ .., ~& ......... "#'Wf; 8.L ,~ ~ . ,) 1 " (\ ,. ,. r ,\ ;,1 WIND ZONE III (110 mph) Unit Width H (max.) H (min.) Angle (max.) Angle (min.) 24' 48" 12" 25.2 degrees 6.12 degrees 26' 48" 12" 20.3 degrees 6.12 degrees 28' 48" 12" 20.3 degrees 5.28 degrees 32' 48" 12" 18.96 degrees 4.91 degrees NOTES' 1) Straps and anchors to be rated for 3150 Ibs. of working stress (min.). 2) Use H1 and A1 for standard strap location. Use H2 and A2 for optional strap location. 3) See page 25 for strap matenal specification, connection to I-Beam and other setup Information. 4) The A-B chance strap seal deVice depicted by Fig. 5-12 may be used as directed for attaching the required doublewlde centerline straps to ground anchors. 31 FOUNDATION AND SUPPORT REQUIREMENTS (Continued) PAVILION DORMER BLOCKING t NOTES 1) All units that have a Pavilion dormer require additional penmeter blocking 2) Install piers under door/window openings and at each end of Pavilion wall Install piers 4'-0" 0 c max between end of pavilion wall and door/window opening 3) See table 3A for required pier capacIties under windows or doors 4) Piers located at each end of wall and spaced 4'-0" 0 c shall support 1300 Ibs mln 5) For roof loads In excess of 40 PSF, Install piers per the "Manufactured Home InstallatIOn for Perimeter Blocking" supplement. Pier required at locations marked with an arrow FOOTING SIZES (IN X IN) OR EQUAL AREAS (SQ. IN.) ALLOWABLE SOIL BEARING VALUE REQUIRED 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF PIER REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL REQUIRED TYPICAL LOAD AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES AREA SIZES CAPACITY (SO IN) (lNxIN.) (SQ. IN) (IN.xIN.) (SQ IN) (IN.xIN.) (SQ IN) (IN.xIN.) (SQ IN) (lNxIN.) (SO. IN) (IN.xIN) (POUNDS) 1500 216 12x20 144 12x20 144 12x20 144 12x20 144 12x20 144 12x20 288 16x20 192 12x20 144 12x20 144 12x20 144 12x20 144 12x20 2000 360 18x20 240 12x20 180 12x20 144 12x20 144 12x20 144 12x20 2500 432 20x22 288 16x20 216 12x20 144 12x20 144 12x20 144 12x20 3000 504 22x24 336 18x20 252 14x20 168 12x20 144 12x20 144 12x20 3500 576 24x24 384 20x20 288 16x20 192 12x20 144 12x20 144 12x20 4000 648 26x26 432 20x22 324 18x20 216 12x20 144 12x20 144 12x20 4500 720 26x28 480 22x22 360 18x20 240 12x20 162 12x20 144 12x20 5000 792 28x30 528 22x24 396 20x20 264 14x20 180 12x20 144 12x20 5500 864 30x30 576 24x24 432 20x22 288 16x20 198 12x20 144 12x20 6000 936 30x32 624 24x26 468 22x22 312 16x20 216 12x20 156 12x20 6500 1008 32x32 672 26x26 504 22x24 336 18x20 234 12x20 168 12x20 7000 1080 32x34 720 26x28 540 24x24 360 1 8x20 252 14x20 180 12x20 7500 1152 34x34 768 28x28 576 24x24 384 20x20 270 14x20 192 12x20 8000 1224 34x36 816 28x30 612 24x26 408 20x22 288 16x20 204 12x20 8500 1296 36x36 864 30x30 648 26x26 432 20x22 306 16x20 216 12x20 9000 1368 36x38 912 30x32 684 26x28 456 22x22 324 18x20 228 12x20 19n5nOnOn 1440 38x38 960 30x32 720 26x28 480 22x22 360 18x20 240 12x20 TABLE 4 FOOTING SIZES FOOTING FOOTING CAPACITY AT VARIOUS ALLOWABLE SOIL BEARING VALUES (Pounds) SIZE 1000 PSF 1500 PSF 2000 PSF 3000 PSF 4000 PSF 6000 PSF 16"x16" 1780 2665 3555 5335 7110 10665 18"x18" 2250 3375 4500 6750 9000 13500 24"x24" 4000 6000 8000 12000 16000 24000 16"x32" 3555 5335 7110 1 0665 14220 21335 32"x32" 7110 10665 14220 21335 - - 12" Round 785 1180 1570 2355 3140 4712 16" Round 1395 2095 2790 4190 5585 8375 18" Round 1765 2650 3535 5300 7070 1 0600 24" Round 3140 4710 6280 9425 12565 18850 36" Round 7070 1 0600 14135 21205 - - TABLE 4A COMMON FOOTING SIZES AND CAPACITIES 6 ; , TABLE 48 MAXIMUM FOOTING SIZE PER FOOTING THICKNESS PIER Minimum Footing Thickness DESCRIPTION 4" 6" 8" 12" 0>> Single Concrete 30"x30" square 40"x40" square - - Cf)"!:: Block 36" round - - - LL() Cf)~ Double Concrete 38"x38" square 48"x48" square CLca - - xU Block 44" round - - - caOl Single or Double 34"x34" square 45"x45" square EE - - oca Steel Pier 40" round - - - OW om Quad steel Pier 46"x46" square ,.... - - - 0>> Single Concrete 22"x22" square 30"x30" square 38"x38" square - Cf):':::: Block 28" round 38" round 48" round - () xca Double Concrete 46"x46" square cao.. 30"x30" square 38"x38" square Eca Block 36" round 46" round - LLU - - Cf)0l Single or Double 26"x26" square 34"x34" square 42"x42" square CL~ - om Steel Pier 32" round 42" round - - ow om Quad steel Pier 38"x38" square 46"x46" square N - - 44" round 0>> Single Concrete 20"x20" square 26"x26" square 32"x32" square 46"x46" square Cf):':::: Block 24" round 32" round 40" round - LL() Cf)~ Double Concrete 28"x28" square 34"x34" square 40"x40" square CLca Block 32" round 40" round 48" round - xU - caOl Single or Double 24"x24" square 30"x30" square 36"x36" square E'E - oca Steel Pier 28" round 36" round 44" round - OW om Quad steel Pier 36"x36" square 42"x42" square 48"x48" square C') - 40" round 48" round Single Concrete 16"x16" square 20"x20" square 26"x26" square 34"x34" square '0 >> Block 20" round 24" round 30" round 42" round Cf)"!:: () Double Concrete 24"x24" square 28"x28" square 34"x34" square 42"x42" square xca cao.. Block 28" round 34" round 40" round Eca - LLU Single or Double 20"x20" square 24"x24" square 30"x30" square 39"x39" square Cf)0l CLE Steel Pier 24" round 30" round 34" round 46" round oca OW Quad steel Pier 32"x32" square 36"x36" square 42"x42" square 48"x48" square om CD 36" round 42" round 48" round - Note: 1. Concrete blocks are 8"x16" minimum. 2. Steel piers have 12" square base minimum. 3. Double steel pier may not be used on thiS footing. i,1 l " , ,~ :1; J 'I :r :[ !I ,!' :[1 I'f : I~ 1\ iii, il': I,; ,I ," I!:: :I' l:~ Ii: III :li II! 'I; ,,, ,ii I:i 1;\ 1,li "1 i " i,1 ;:1 Ii' 17 ,oj __M_____ .. . _.__ ..._ ~.___..... ~ nnar r"UV'~ .'f'r.I.<7; I' 1.~""I'r"At" II '.(lr-" ",1,."ll': ....7R I'll. ".r.. 1"11""-'\" I r-/f:.'/\," (~! ;"IF "IHI";!.'. 1 ..._~ , ,D' . . .' t I, . . " . .' : I . . . . .. , .... D . '.' . .' .. .,,' . . . . . " .000' ,I,'," . : '. '. . tl II , ':"~~_'~, -: '::-:':_~~':~L:;;""~ . . '" . .' . . :.. .' .. . , '.. .. . . .... '. . , . . , I. BEAM J-bok N\ DLU-'""\. ~ ~b ,~~ "'6.t:. ~f\ll....... ~ ~ , "'? " . ~"'f"1:....h " 1l\A.Lb. L~-w ~~, .....~.. ~-, 13Lo d!... $ K I ~l....N.G.- t..\ ~S ~ I~ ~iC:) ~ .A:<<::"~ :s: Q \ ~ F-J(I:'>T-'}l./~ r,/1'\/(-:, F"""7'/.~/r:. " ,- . . . 0' /11" ' ". '\:;', ' '1 ' :.. '~J . .. ..; , 'tiP' . JJ. . ,'~.') ~"iJ. . j.' : (!'.J. , '-Fl' . III' : ~. " " ,CJ. . c..,J, . ,() 0 " [1 . . ....~' ," . 11 . ._ _.l..-.L-.......__ _ __ _~_ .--'--_..'-. " __, _ _ . If I ~lllf- f 1I11~ II I II===: \ll11= Hili _.~ Olll- IIIII~ = 1=lflll~IHII=II(Il-.~lll{ll~rll =IIJt' Ahc.J-.. I" (.rrr " 'I) ; ; :II] ~ Proper Strap Tensioning ~ I. Insert sloHeu simp bolt into anchor hend, llllUl.:h loosely. 3. Using 15/16" wrench or SOd.CI, 111111 Ihe holl, winding IIIL.: slrap so tllat a minimulll of Ihree COIII- plcte..tllllls are mude, illld the .stl ap is adequately lel1~lolIl'li SloUcd Dolt &. NUBI Required for the tcnsilll of frmnc or roof ties \~ill tension hend anchors. . I ~~ Concrete Anchor MIJ2 The MH2 is designed to be inslalled into a concrete slab at the time the concrete is ~eing poured. 2. Insert Ihe strap end inlo the slot in bolt unlil nush wilh opposite side of boll. · Concrete must be 112500 PSI minimum slnb with 4" minimum thick.ness and 6/6 x 1O/LO wire mesh installed. · Concrete sInh must nllow 4750 Ills of vertical tension on anchor without lining. This assumes thnt the con,crete wrighs 150 Ibs per ell. fl. · Minimum distance from the anchor shaft to one edge of the slab is 12 in. and 5 ft. from any other edge. 4. Ilold Ihe bolt undcl' tension while tightening Ihc 11111. drllwlIlg tile head oflhc boll inlo Ihe recess. After Ihe boll is within the recess, con- tinue to lighten (he nut until securely fastened. · If installed in n 4" slab nl minimulll dis- tances frol11 edgesl an nddilionllllayer of 6/6 x 10/10 mesh IS recommended. · Slab must be 8 in. minimllm thickness at location under any anchor to allow 5 in. embedment of anchor "1" rocl. I I. ------ PREPARED 5/27/05, 12 26 04 CITY OF PORT ANGELES INSPECTION TICKET INSPECTOR JAMES L LIERLY PAGE DATE 5 5/27/05 ADDRESS CONTRACTOR OWNER PARCEL APPL NUMBER 1144 CAMPBELL AVE SUBDIV' PHONE PHONE SMITH, RICHARD 06-30-14-5-4-0508-0000- 05-00000287 RES MANUFACTURED HOME PERMIT: BLM 00 BL MANUFACTURED HOME REQUESTED INSP DESCRIPTION TYP/SQ COMPLETED RESULT RESULTS/COMMENTS BLM ~~ -------------------------------------- COMMENTS AND NOTES -------------------------------------- 01 BUILDING FOUNDATION MONO SLAB OS/27/2005 08 38 AM JLIERLY ---------------------------- al 360-271-4439 Taxpayer AURORA LOAN SERVICES Owner CHRISTINA CLARK Contract Loan 15982192 Total AV 82,870 Chg ID Chg Date Mode: INQUIRY Real Property Legal Document / Sales Parcel 063014 540500 0000 Tax Cd 0010 PA 121 H2 L Use Cd 1112 TWO BEDROOM Land AV 21,375 Tax Yr 2006 Bldg AV 61,495 Instrument M/D Affidavit Date Affidavit # Instrument Type Auditor's File # Previous Owner Comment Fulfillment Gross Sale Amt pip Sale Amt Net R/P Sale Multiple Sale? Rejection Cd Reason / Comment Enter to Continue 9/18 Yr 2003 9/18/2003 62822 WD 2003 1117543 JAMES/ELDA BRANDT BRIAN AND LAURA NESKE WARRANTY DEED Vol/Page Probate # 23,500 pip Parcel 23,500 Land Only? Incorporated Area? 08 RATIO -25% OR +175% Cmd 7: End of Job Cmd 9: Select Parcel I Auto Roll: OFF CPARRISH 11/24/2004 / y Cmd 13: Inquiry Chain Cmd 19: Search Aud # Mode: INQUIRY Real Property Legal Document / Sales Auto Roll: OFF Parcel 063014 540500 0000 Tax Cd 0010 PA 121 H2 L Use Cd 1112 TWO BEDROOM Land AV 21,375 Tax Yr 2006 Bldg AV 61,495 Taxpayer AURORA LOAN SERVICES Owner CHRISTINA CLARK Contract Loan 15982192 Total AV 82,870 Ln Date Inst 1 10/28/1988 WD 2 6/07/1991 WD 3 1/22/2002 QCD 4 9/18/2003 WD 5 9/18/2003 QCD 6 9/18/2003 WD Previous Owner ARLEEN E WEBER VERNON L/CYNTHIA L FERRO JAMES W BRANDT JAMES/ELDA BRANDT COLIN CLARK JAMES/ELDA BRANDT Vol Page 825 328 919 795 Exc # 88-06433 91-10035 02-54951 03-62823 03-62824 03-62822 Sale Amt 42,000 68,500 o 114,330 o 23,500 Select Line # 00 Enter to Continue Roll Up/Down Cmd 7: End of Job Cmd 13: Inquiry Chain Cmd 19: Search Aud # - The City of Port Angeles Building Division. Upon reviewing your application and plans submitted for a Manufactured Home, the following are some of the items that will need to be taken in to consideration. Property. Property boundary pins are to be identified and marked at footing inspection to verify minimum set back requirements. Manufactured homes. "Wains" installer tags must be on unit and appropriate box checked for each item completed. Manufactured home foundation design shall be included with the application. Foundations are required to be pit set with 12" maximum and 6" minimum reveal on foundation. Blocking and tie down inspection is required Wood framed skirting, framing shall be 2"x 6" treated wood with W' anchor bolts w/ 3"x 3"x 1/4" washer at 6'-0" OC and within 12" of P.T. sill ends. Stud pacing shall be 16" OC. 15/32" min thickness structural grade treated plywood 30 PCF equivalent-fluid weight soil pressure horizontal (max unbalanced back fill at 18" in height). Face grain across studs. Skirting, foundation crawl space and ventilation are required per WAC 296-150M-0610 (1) (d) section 1 through 3. 1. Skirting must be made of approved material by the building division. Metal fasteners must be of hot dip zinc-galv. / stainless steel or other corrosive resistant materials. Ferrous metal members in contact with earth, except those made of galvanized or stainless steel, must be coated with asphaltic emulsion. Skirting must not trap water between the skirting and siding or trim. All skirting must be recessed behind the siding or trim. 2. The ventilation required is one (1) sf. Per 150 sf. of crawl space. 3. Access to under floor area to be a min. 18"x 24" and positioned so that all areas under manufactured home are available for inspection. Access opening must be covered and that cover must be made of metal, pressure treated wood or vinyl. Foundation protection requires finish grade to be a minimum of 6" slope in 10'-0" away from the foundation. Footing/downspout drains (if required) to be directed to a drywell or other approved locations. An inspection of the water, sewer, electrical, footing and down spout drains is required before backfill is allowed. (NO EXCEPTIONS) If outside of (4) minute response area a sprinkler system or an exterior bell tied into the smoke detector, approved by the Fire department. A final inspection is required to be approved before occupancy can occur. FILE r / WHEN RECORDED RETURN TO BRIAN NESKE LAURA NESKE ;i~~c;:;,L~~G~~RJ2556 IIIIIIIIIIIIIIIIIIIIII~IIIIIIIIIIII"IIIIIIIIIIIIIIIIII/I/I/IIIIIII/II!IIIIIIII "IL~vFO" ~[CCH:' ,. ;IiL RlJUl5T Clallam Title CO. JF Jt:~~-(.r~:'-;:--~t ~ tlAf004 co 2003 SEP 18 PH 3: 1+5 G) 2003 1117543 Clallam County Recorded at the request of CLALLAM TITLE COMPANY 88255-KO STATUTORY WARRANTY DEED Assessors Tax Parcel 10# 0.630.14 540.50.0. PTN THE GRANTOR, JAMES W. BRANDT and ELDA L. BRANDT, husband and wife for and in consideratIOn ofTEN DOLLARS AND OTHER VALUABLE CONSIDERA nON In hand paid, convey and warrant to BRIAN NESKE and LAURA NESKE, husband and wife the following descnbed real estate, situated In the County of Clallam, State of WashIngton LOT 4 IN BLOCK 5 OF ILLINOIS ADDITION TO PORT ANGELES, AS RECORDED IN VOLUME I OF PLATS, PAGE 71, RECORDS OF CLALLAM COUNTY, WASHINGTON SITUATE IN THE COUNTY OF CLALLAM, ST ATE OF WASHINGTON NO. C;<. 8' ~ ~ d((7..3(} CLAUAM COUNTV ..,., 0 TRANSACTION EXCISE TAX DATE PAID SEP f 8 2003 ~d3S07~ DUN TR . /7, . _ _ _ 1.1 ~ STATE OF WASHINGTON ) ) ss ) COUNTY OF CLALLAM On thiS day personally appeared before me JAMES W BRANDT AND ELDA L BRANDT to me known to be the Individual described In and who executed the WithIn and foregOIng Instrument and acknowledged that he/she/they Signed the same as hislher/their free and voluntary act and deed, for the uses and purposes thereIn mentIOned ~ ,20Q3 , . 4 .~ , .~'H. ..'..I fl. ,-'Ji:.,.;t;;rIHl~ Notary Pub In and r the State of Washington, ReSiding at . A My commission expires )) AMBER M. SEIBERUNG NOTARY PUBLIC STATE OF WASHINGTON COMMISSION EXPIRES JANUARY 9 2007 "I Jun,15, 2005" 7:57AM>">' '-'uv UO"~"'t U.L.Y'~l\- nmU1SUlQ Hue (r ~ cn'E w'" lh!b!] -l[ ; wo ~ C) CDI zi\) <(0 = I-~ lh!b!] ~ O:::c - 0::1 ~ Z a..E LLg :::>> au lh!b!] .., >-'0 1-...; (QS Q. OCD 0 No,3452 p, 21410021003 ~I~ED raR AlcQ;;1J ~I IIll I'll l)u:~1 fl......... OLYMPIC PENINSULA. -pa. TITLE COMPANY OLYMPIC PENINSULA TITLE CO ",-----',. . ~---_.- llCu~DG.D In I"::' '\:.n' I' t..... L~ Z005 JUN 10 PH l,: 01 I ,v. 71 '11.3 '-'lAU.AM COUNTY jIllANSACl'ION EXCISE TAX -I bf4.}fL ~~~E JUN 1 0 2005 'IMOul"r.j ,jq, 000 e. :~ou TRfASURt:R .'" \~~~~~~I~I~~~~IIIII~~~~ & 2005 1158293 C1._ CO""IY File Nu 020Ei1739DF LPB-10 STATUTORY WARRANTY DEED legal Deserq,llon IBrll'" LT 4 Bk 5 IL~INOIS ADD, 1/71 add'l Oil peee_ h. Parcel II: 063014-540508 THeG~ANTOR BR~ NESKE AND LAURA NESKE, >>USBAND AND W!F2 lor iI,,1l in consldsratlon of TEN DOLLARS AND OTHER GOOD AND VALUABLE C:ONSID&RATION ill /lend poid. cOflveys and Wilrrill\l~ 10 RICHARD L, StilT}{ , A SINGLE JINDIVIDUAL the toUowino dosetlbed real estilte:. S"I/aUlllln tho COlPIty or Ct.ALLAM , Stet.. of Wasllll\gtom LOT " BLoCK 5 OF ILLINOIS ADDITION TO PORT ~GELES, AS RECORDED IN VOLUME 1 OF PL,A TS , P~GE 71, RlilCORDS OF CLALLAM COUNTY I WASHINGTON; . SITUATE IN CLALLAM COUNTY, S'l'A1'E OF WASHINGTON. SuBJECT TO: SEE ExHIBIT ".A. ATTACHED Hl!:RILTO AND MADE A PART HEREOF: D.'ed~ May 2 4, ~ 0 0 5 .I 81 .t:5 -..' Pi-^'-. BR~~ NESlCE llY~~~ LAUlU. NESKE By 8y State of \ ~/'7Y ~A County of S~r1X I On thiS! ?;\ b+ day 0 f ~ before me personally appeared L.\.. JJj?de fJtS~e.. fl~~\~ to me ~nown to be the indiv~dual(5) described in and who execuced the~in and toregoing instrumen~1 a~nOWledged thac (he/sbe~ si~nid ~he same as (hiS/her th' free and volun~ary act and deed, for the ~es and purpose erein mentioned. - GIVEN under my hand and official seal tbe day and year l~st above written, l?> 20 .115:-. ~ r;dil\ \\\.;:'I'~:':' It .."\., '.,t. G~.;. ." ,..,... ~~: ~, .' .. '", ("" "I,,:'J "t...." ""'1' "'" ..... 0....".... '/,.. .'t- "",, lM - "'" .' 1''7, ....,. .~~f,'f.' .' \.....-.(1/:..,. 'i; ;.,,:.. <-;: ~;/i: {~.~ ;'.'J" ~,. ',.= ,~ \1 '.1 ..... /1 '.:' ,,~ /' :,! .> ":. I"!,', I 1, ,'~~.-' l "'. ..... ".', fI', .... . "",,'~'( r\l.u"O;- ;It': ..". .~I' * VOl J un. 1 5. 200 5LO 7: 57 AMu' JOU 00.1': I III UJ..;)1I1P1C J:'enlnSUla 1.1 ue No.3452 p. 34100:J/oo:J File Number 020B1739DF EXHIBIT A ALL COVENANTS. CONDITIONS I RESTRICTIONS. RESERVATIONS I EASEMENT OR OTHER SER~TUDES, IF ANY, DISCLOSED BY THE RECORDED PLAT OF ILLINoxS ADDITION TO PORT ANG!L~s. RIGHTS OR 5ENEFIT5. IF ANY. WHICH MA~ BE DISCLOSED BY THE RECORDED DOCUMENT(5) ABOVE AFfECTING LAND OUTS~DE THE BOUNDARY DESCRIBED HEREIN. ." " vi f l.oiM " .,;,:: ,~. ,:;.,~ is, ~: ~~=,~:~ ~~,:~, v~'.~~~~'.. >>,;: {~ .. '/1,:..-:' , ,.,,~..,.~ ._."C '" :'\).~ ~;, ': """;;' i I- "., _ U (A .',' .;~ :.--.., ~:;:- ~ '. "~".',\;\r 1- ''-' " F. '1 ' 101 ~ _ . -:---e ( J" ,p' ) ~ ":" :<(:~:'.{; ~,.~.: . ~~ I, ~ . _ '-..". CITY Of ~"~~ .. '. .... tE~ __ $..1.- 'i Srl/'. . ""'~ -- DEPARTMtNlOf' PUBtlC--WORKS -. - -Calr ~1~ ~ _ - Building Section for further iniorm~ _~<::> -r:: . ~ I-) A)~~ '&I1LIC WO~~ STOP WORK NOTICE r Effec~ive Date IrJeJ f; ~. ~ime _I '. Ct) rlV/ . !ermit No. &u f.').- __ Location of Work \4.C/"1 \. t'){ . ? Name of Permit Holder Address of Permit HoJ " Building Official Posted By Permission t continue construction, altera (on, maintenance or repair work of any kind is hereby revoked or does not exist until conditions set forth in the ordinances and building codes of the City of Port Angeles are complied with. WARNING: CONTINUATION OF WORK OR REMOVAL OF THIS NOTICE IS A MISDEMEANOR AND IS PUNISHABLE BY STATE LAW. NOTICE: TO BE REMOVED ONLY BY BUILDING. SECTION PERSONNEL. '~ ~ " CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION '21 EAST 5TH STREET. PORT ANGELES. WA 98,62 .. \0- Application Number Application pin number Property Address ASSESSOR PARCEL NUMBER: Appl~cation type descr~pt~on Subdivision Name Property Use Property Zoning . Application valuation 05-00000287 Date 641989 1144 CAMPBELL AVE 06-30-14-5-4-0508-0000- RES MANUFACTURED HOME 8/08/05 RESIDENTAL SF 9000 RS9 RESDNTL SINGLE FAMILY 56545 Owner Contractor SMITH, RICHARD 20235 ROBIN LANE NE SUQUAMISH WA 983929686 OWNER Other struct info . TOTAL % LOT COVERAGE EXISTING LOT COVERAGE LOT SIZE PROPOSED LOT COVERAGE TOTAL LOT COVERAGE 25.50 1. 00 4680.00 1196 00 1196 00 . . Permit Additional desc . Perm~t p~n number Sub Contractor Perm~t Fee Issue Date Expiration Date ELECTRICAL NEW RESIDENTIAL GEORGE'S/ MAN. HOME + FEEDER 56812 GEORGE'S ELECTRIC 78 70 8/08/05 2/04/06 Plan Check Fee Valuation .00 o ~ ~ Qty 1. 00 Unit Charge Per 78 7000 ECH EL-MANF HOME SERVICE & FEEDER Extension 78 70 f ~ ~ Special Notes and Comments Building address s~gn shall not be less than 6" & not more than 12" in height Numbers colors must contrast with wall color they are mounted on. (Ord 14 36 050-E) When roof gutters are installed, drains will located in dry wells or piped to approved storm drain locations Manufactured home must be pit set so that no more than 12" of skirting is v~sable above grade. 05/12/2005 04'29 PM SROBERDS --------------------------- The proposal will result in the placement of a s.f. mfg home in the RS-9 zone for a total lot coverage of 26%. No land use issues are noted $410 Connection Fee Applies Electrical load calculations and electrical permits are required. 04/28/2005 09 51 AM JHEBNER ---------------------------- There is a confl~ct w~th the Elect utility Any modifications to the City's electrical facilities will be at the customer's expense An easement may be required See John Hebner 417-4706 04/28/2005 09.54 AM JHEBNER ---------------------------- Ditches and culverts (12" min )will be installed to City Stanards See Publ~c Works Engineering for Standards. 4' wide gravel path to City Suburban standards required for school walk~ng route 05/11/2005 03 34 PM RVESS ------------------------------ ~ COMMENTS/ACTION NEEDED '~ ""..';; CITY OF PORT ANGELES PUBLIC WORKS - ELECTRICAL DIVISION ,21 EAST 5TH STREET. PORT ANGELES. WA 98,('2 t Application Number . . . . . 05-00000287 Application pin number 641989 Page Date 2 8/08/05 Other Fees RES OVERHEAD SERVICE FEE SEWER SYSTEM DELV CHARGE STATE SURCHARGE PW WATER SYSTEM USE FEE 410 00 745.00 4 50 1025 00 Fee summary Charged Paid Credited Due ----------------- ---------- ---------- ---------- ---------- Permit Fee Total 78 70 78 70 .00 00 Plan Check Total 00 00 .00 00 Other Fee Total 2184.50 2184.50 .00 00 Grand Total 2263 20 2263 20 .00 00 COMMENl Sf ACTION NEEDED ELECTRICAL PERMIT INSPECTION RECORD CALL 417-4735 FOR ELECTRICAL INSPECTIONS PLEASE PROVIDE A MINlMUM 24 HOUR NOTICE IT IS UNLA WFUL TO COVER, f INSULA TE OR CONCEAL ANY WORK BEFORE IT IS INSPECTED AND ACCEPTED. KEEP PERMIT CARD AND APPROVED PLANS AT JOB SITE INSPECTION TYPE DATE COMMENTS NO GENERAL COMMENTS: PW-ll02 IS [4196] ex 1St /t\.) (j 61'1-(2.11 G e r o -t t: OJ .. . . .. ~... \ - .~~~-_....... f ..r , ~ ~ , II' o 1'S ~ ttr ~ ?L , .~- ...t' .J ~f ~.J: ~ tfJ... " ...-d :P ~ J( - z. o -00 0 ~7'~E. o~:;:::: ~ _Q9 ~ r .L I..~ 'S ~ I .--::> .' C) ~:50~-I ~c:o r o~~ :5" :t+. d' ~ ~ ~ o a..> 0 ...c. o~ - p (j'J ~. r ~ 5 ~ ~ - .r: \.fI " ~ :..c ./ '~'- .L 0/ 'P C>, ~ \" . . ~/ ~ - fbwe..~ o..ntj\ l)...i-i \;1ie...~ i ~~ "- S l<. 'lfI ~..t:./' c..Z ~ ---_1 " \ 1(\ CITY OF PORT ANGELES - Construction Plans The Issuance of this pennit based upon these plans, specifi. cations and other data shall not prevent the building official from thereafter requiring the correction of errors in said pia ns, specifications and other data. or from preventing building oper.:tions being carried on thereunder when In violation of all codes and ordinances of this jurisdiction. :;:~5m~'~-:xL f, SEt' )...lc+t~ v'l t4~ekec.t. ..... - ; ., ~ ~ Ul Rug 05 05 08:51a George's Electric 'UU:.JI f1VU/ U'U I J1\J U I . '11 I III vI I I VI" In u.....vu VL:.I I 3608957937 r ^^ n u. JUU , J I ., f I 1 p.l J. VUL 8/(/x . ELECTRICAL WORKPERMIT APPUCATION , "-' 'ElutricaJ CCJDlnttlOT Dllme LieenloC nWl'lbU (ii'"""-C~('''' Flr( li'\,(_ qC::OKrF'6\lM) ParchaseT '.'alathng a4drns :") . c:CI q 1 S c\ l""\c \.\ 1'\(\ c.);-.,f c~ ..J Slale ZlP \ nt:""" '"1 \ CJ ['" 0; .:. "'(~C( \;" I\ h<)L Telep,.bo~cnUl!'~g,_. ,~. \.... . FAX-numba'" ~rl",,--_"7cl',4'--7" ol.:"(}- c'i~_c'-l'[;L 3iG0~ _ -' cJ P"Ut\'~S awau', Dame. . , b' ( \,(>-1 (\ S(n. th Ar;n of IntpectJDft 6., I ~ '-j; U,,"'\" ~"'. 1\ i c. \ Ai\c.<k~ rhODe aamber to nhed.WIDspedioD: ." '1'\" ~(S-l'b~)/S Own~ as J,jllleJ by RCW.J9.18.161:(J) o--c- ..ill tKcupy fM .ftnltlUrY/tJl' two y~an aftlr dti3 dtdrieol pen"il is fi1l4tiud. (1) ()wruT it ,.irwd to /sirr 11II ,If'Clriml conlTdClor if a/wve ~id pf"QfJttry U for J.le. nil' Qr least. Aft:cr readiflll: tht: above umm~(. (heXeby certify Ibllr,l Am d\c ownu o('the above named prClpetTY or . licc:a.sed elcctrical cotllftetor. I lID'!. makinS the dtt;triw iauaJ~ l.J.riOD Of alter.zion i. compliUlcc with Ihe deetrical laws. N.E.C.. RCW. CblplCr 19.28. WAC. Chlp1CI 296-46B. The City or "on j,.IIB!:I~ Municipal CQclc. .pd Ublity Spccifll:anoDs. SiCData.t of Iwner. ~!~ DIt\!' bpiJa b(2CI,)7 lnu-Dation dcsaipcioQ / Q Commerclll li'" It.ecldea.tiaJ a'NOW . Job wind by ~ Electrical Contracl~r o QwD.r CJ Altl:rcdJAddlUOD N\obi k lL.6 ho{),,;, I" _(I. /'"' \-U .\k:.1 ~ "li'-J[ IIIG-, ~'W e) "a Cosh a ChecU Ii Credit Cud ~) M""ereard" Discover ~d#~~~~~~~ Ell:pintion Dm ofcald EleCtrlc..1 Loed Additions aMI or suMrsetions D NO LOAD CHANGES CJ Beeeboard KW o Furnace _ KW Cl Heat pump Ton LAR o Fen.WaR KW ..ff1../ ' o QvIilfhead SeMce o Temp SGtvlco o U.dallJ"'unO SeNlco VoI1ag& Pha.. D , a 3" Serva Siz.e: Fe.der SIze: SAME DAY INSPECTION. CALL BEFORE 7:00 AM 360-417-4735 ROUGH-IN 'IBERMOSTAT D.' "JIp,nt'lIy Do" .........., ~ALA:/2 DTICB ^ ... ., D.. ~'.l' SERVICE ~ "'P"~l.ly mEDER -' &l .. .. [NI' ApJI-,a,.- Inspection Date AmI, Building or Eq.,;pmen' Impeaed Elcctnc.al In~p'ec.~.1" ~I-- c\.lL P-7'74c' <M= '39>f Z /1C?J eft ~s-