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20100216 Permit Pkg 11172010City of Yelm Community Development Department Building Division Phone: (360) 458-8407 Fax: (360)458-3144 Applicant: Name: DON HANSEN Address: 10402 GROVE RD SE YELM WA 98597 Property Information: Site Address: 911dA9 f;R[)VF RIl SF Assessor Parcel No.: 64303100707 Subdivision: Contractor Information: Name: DON HANSEN Address: 10402 GROVE RD SE YELM WA 98597 Contractor License No.: Permit No.: 20100216 Issue Date: 11/17/2010 (Work must be completed within 180 days) Phone: 509-670-4016 Owner: DON HANSEN Lot: Phone: Expires: 0/00/0000 Project Information: Project: BUILDING Description of Work: REPLACE OLD TRAILER W/NEW MANUFACTURED HOME Sq. Ft. per floor: First Heat Type (Electric, Gas, Other): Second Third Garage Basement Fees: Item BUILDING Contractor DON HANSEN TOTAL FEES: Applicant's Affidavit: I certify that I have read and examined the information contained within the application and know the same to be true and correct. I also certify that the proposed structure is in conformity with all applicable City of Yelm regulations including those governing zoning and land subdivision, and in addition, all covenants, easements and restrictions of record. If applying as a contractor, I further certify that I am currently registered in the yS~e of Washinc~t,eri"~ ~_, Firm Date ~~ ~ 7-/0 Fees $ 286.96 5 286.96 OFFICIAL USE ONLY Sets of Prints: final Inspection: Date: By: _ c~,n 4~5-340 RECD: (l(}G4~:;G~,° l~~'1"r!?O1G t :Qf, F'hf CI; ~~: CQ TER. ~: GGi REFS: 1~'F~1. TRAr`a: . ~ , ; :~.+~ GG BI~II DI NG F'ER iIT ~ . (( ~~ [[ uu. 111 _. {r ' A HA?~SE~I4 Dt?iI 1G40~ GRQUE ('D SE SLDG ~Gf,.'~f,r TE~iDEfc~D: ~SF,.f~~~r,HEr~ AFPI_Irr,: 28t~,~~~ ~- 2oWo2Gfo CITY OF YELM / ~R/ESIDENTIAL BUILDING PERMIT APPLICA~T+ION FORM Project Address: ! `~T ~Z C!'l~Ve ~~ Parcel #: y y 3bs I UU ?U 7 Subdivision: Lot #: Plan #: Zoning: ^ New Construction i Re-Model / Re-Roof /Addition ~ Home Occupation Sign i_i Plumbing ~ Mechanical ,~ Mobile /Manufactured Home Placement C Other Project Description/Scope of Work: ~~~~.-~ 6l~ ~`.4~ ~~/ ~~it/e~r.' ~f~i;/ ~C~yryr~t-e.. Project Value: ~ ~~0~ Building Area (sq. ft) 151 Floor 2"d Floor Garage Deck Basement Carport Patio # Bedrooms 2 # Bathrooms ~ Heatin GA THER or ELECTRIC (Circle One) Are there any environmentally sensitive areas located on the parcel? itiy If yes, a completed environmental checklist must accompany permit application. BUILDING OWNER NAME: t L'iy ~/,¢,y3t.~/ ADDRESS /C%~,/O 2 Gy-vY~ 2~a EMAIL CITY -~/w+ STATE lC~~ZIP y~S'Y7 TELEPHONE SU9'- 67v ~ 70/~ ARCHITECT/ENGINEER LICENSE # ADDRESS EMAIL CITY STATE ZIP TELEPHONE GENERAL CONTRACTOR G'Tr4 ; Lt C TELEPHONE ~ ' ~ - `~ S"uV ADDRESS 3~i'% /'-9L.~F'~ ~4v~ s~ EMAIL~%F~"r- ~.~y'~-b G,.~,~a:~.c~,,.~ CITY C'fYr' ~a'~ STATE LY/~ ZIP ~~Sz'3 FAX /- ~~ZS CONTRACTOR'S LICENSE #Ulji_~.r~~ 5J3i,': EXP DATE~'~i CITY LICENSE # PLUMBING CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # MECHANICAL CONTRACTOR TELEPHONE ADDRESS EMAIL CITY STATE ZIP FAX CONTRACTOR'S LICENSE # EXP DATE CITY LICENSE # Copy of mitigation agreement with Yelm Community Schools, if applicable. I hereby certify that the above information is correct and that the construction on, and the occupancy and the use of the above described property will be in accordance with the laws, rules and regulations of the State of Washington and the City of Yell. ~~ -~ ~~ '- ~O - ~O Date Agent / ontractor's Agent (Please circle one.) All permits are non-transferable and will expire if work authorized by such permit is not begun within 180 days of issuance, or if work is suspended or abandoned for a period of 180 days ]05 Yelm Auenue West (360) 458-38 ~ ~ ~ y~'jJ Yelm, WA 98597 (360) 458-31 V www.ci.yelm.wa.us l _ i ~ .. _ , B Y: -------------------- r ~ -----_._ e/ ~~3D3 ~/4 D /~/rC / ~ ~ I i 1 I `~~ b s I ~~ L JJ ~`'T~ ~~ ~~d- S~ l~'r 3Z~~ ~ ~ ~ ~~ i ~~ r _ _ i r SG~~~ i ~,~~ bz ~r~~"°~ ~ i~ . ~[ ~ I N I' ~~ ~ ~I 21 ,~ ~, ~_ - - -~ w,6 ~`'~' 12~ _ '~ + ~ s - --- ~. ~ ~~'~~ ~ ~~ ~ ~, v~, \ ~r 12~ , ~ F I L ~~~~~ ~~o w ~~i ~~ _.__----- y , _ S~~~af~ ~- M ~ t V ~° ~L ~~D i ~ ~I ~ 1 ~~~ ~ -~ ~ . ,~ 1~ ~t ~, ~vA~sT~ L/~v ~ /I ~, T f / ~~d~ ~NP~ ~ G~~~~~' 15f~ ~~. F ~ I F~ s ~ , 3n ~~ 1, ~ tl~ w,'~ , 10;2~130JU Fcoyawilrs P.O.Box 73399 Phone: 253-848-2371 Puyallup, WA 98373 Fax: PROPERTY INFORMATfON ~~~~~~~~~~~ ~ 2090751 property Owner: Assessors Account Number. JANET L BAYNE 64303100707 10402 GROVE RD 5E NA Mail To: JANET L BAYNE City; Coumy/Region: StatelPn PO BOX 241 YELM Thurston WA PATEROS, WA 98846 Property Type: lOCCUpancy Type ONSITE SEWAGE SYSTEM TANK PUMP OUT REPORT Pumpllnspection Date: General Comments: 10/18/2010 Submittal Date: 10121/2010 LIMPING CONTRACTOR Pumping Company: FLOFIAWKS PieldwnAc perrortnea by: SHAWN SANDS Report ememe by: LEANNE RUSSELL Tank Type: Septic Tank - 2 Com artment Tank Pumped (If NO, indicate any scum/sludge measurements in notes): YES Tank Size (Gallons)(Number only, no text): 1175 Effluent level within operational limits (if NO explain in comments): YES Total Gallons pumped from tank (Number only, no text): 1175 Effluent returning back into tank after pumping: NO Tank depth below grade (inches): 6 Access Risers installed to grade (N/A if not present): NO Tank Construction Material: Concrete Tank Condition Good: YES Baffles in good condition (N/A if not present): YES Effluent screen cleaned (NIA if not present): NIA Effluent surtacing around site components (NIA if not checked): NO PumplAir Mechanism operating as intended: NIA Controls operating as intended: NIA Alarm working as intended: NIA Tank abandoned after pumping: NO -- Were repairs made to the Tank or Tank Components? (if YES explain in comments): NO ReportlD: 64721 Report powered by onlineRME - www.onlinerme.com Page 1 of 1 t oa2i2ot o FLOHAWKS P.O. Box 73399 Phone: 253-s4s-2371 Puyallup, WA 98373 ONSITE SEWAGE SYSTEM INSPECTION REPORT Location: 10402 GROVE RD 5E NA YELM, Thurston, WA Tax# - 64303100707 Lo Mal~To: JANET L BAYNE PO BOX 241 PATEROS, WA 98846 Owner: JANET L BAYNE Foltl Here lurisdictian Use: 10/18/2010 -Inspection Type: ROUTINE -Correction Status: No corrections needed COMMENTS & GENERAL INSPECTION NOTES Deficiencies Noted GENERAL SITE & SYSTEM CONDITIONS The General Site and System Conditions were: rwry mspectea All Components accessible for maintenance, secure and in good condition: YES Surfacing efFluent from any component (including mound seepage): NO Components appear to be watertight - no visual leaks: YES Improper encroachment (roads, buildings, etc.) onto component(s): NO __ Abnormal ponding present for one or more of the Subsurface components adequately covered Site maintenance maintenance) If yes, describe in comments: YES NO ~FIL~ FoM Hera -SERVICE INFORMATION Company: Work Performed By: Submitted 10/21/2010 by: FLOHAWKS SHAWN SANDS LEANNE RUSSELL ONSITE SEWAGE SYSTEM INSPECTION DETAIL This component was'. Fully Inspected Effluent level within operational limits (if NO All required baffles in place (NIA = No baffles required): YES Effluent Filter Cleaned (NIA =Not Present)-. N!A Scum accumulation (Inches, if other Compartment 1 Sludge accumulation (Inches, if other sper~fy): 19 Compartment 2 Scum accumulation Qnches, if other specify): 1 Compartment 2 Sludge accumulation (Inches, if other specify): 10 Pumping neetled: NO ~ . NO FIL Part 1: Purchase A. PARTIES: L Seller Dexravs LLC 2. DuY11': Address: Uatc Prepared; October 17 2010 ('ily: Ye] I3y. Rcs: 509-670-7016 Dus: St: wa %ip: 98597 B. AGREEMENT TO PURCHASE: Buyer agrees to purchase from Seller under the terms and conditions specified in this document the tbllowing Desa~ibcd ntanutactured home togelhcr with the furnishings, accessories and services indicated hereon. Property described as "new" is propcny on which no sutle certificate of litlc has been issued. See also Part II, para. 2 and 4 (d). Make: Skyline _ _ Model: Weetridae Approx. Floor Size. L __ 4a ~y 27 (w/u cave) ^ New ^ lJsr:d Yeur nutJcl as titled.- 2011 _ Serial Number: ^ Unit 5uID Inspected by buyer ^O Paclory Ortler, substanhally the same as Set'ial Number: _-_ 0263X Flour flan: 1220CTC No. bedrooms: __2+Den C. RECORD OF`['RANSACTION: CHARGES 1. Agreed Price of Properly __F7 . 695.00 2. ADJUSTMENTS: AdJitiuns, Delelwns, Allowances K 3pecilieulions. List Below Particular nr Spcaal Choices of Duyer as to Colors, Materials, Accessories, Furnishings, Etc. Notice: • Sale dons not include wheels, axles. fires ur hanger brackets, which ere recyclcJ back to the mm~ufactw~cr. • lknvnspouts, guucn, decks, awning, .akh'ting, tiednwns, slops, furniture, decor items and other options in our Display models arc options and not included in the sale unless specified herein showing the additional cost of each item. Per opts o£ attchd sls order Further Spealicalions AnachcJ (Go to page 5) 3. Total Adjustments (as shown above) 0.00 4. Delivery to homesite & installation subject [u fart II pars 7, and Pari IV. fkhlivery, Installation 8e Site Rcyuiiements Agrecntent. 5. Subtotal: Adjusted Sale Price 67,895.00 6. Q Sales Tax (Itulc 8.500 "/„) 5,771.07 7. Non-taxable Fees (Title/Lie) 24.00 Dealer documentary prep fee 35.00 8. TOTAL PURCHASE PRICE 73.725.07 9. PAYMENT-Itemization: Down Payment, consisting of the Inlluwing: a. lash paid 500.00 6, Italancc cash Jktwn payntcnL Due dale: H.TRADE IN: If on receiving possession of the trado-in properly by the Seller there has been a tnalerial change in its description, I'wnishings, accessories ur physical cundilion from initial appraisal, normal wear and tear excepted, thou the Seller may make a reappraisal. Said reappraisal then Jelcrmutes the trade-in allowance. "fllf: BUYER WARRANTS SIJI'H PROPER"f5' TO RG LIIS PILOI'ERTY, FRL:E ANO CLEAR OP ALL LIENS AND GNC'LIMBRANCIiS, INCLUDING ALL ASSIiSSEll I'KOPERI'Y TAXP.S, LICL•NSE FEES ANU A('CUIJN~f SHOR'I'AG ES, EXCEPT AS OTHERWISE NO"fED HERE, ANU'IIiE Rl1YER WARRANT'S "fllf- TOTAL. AMOUNT "1'HEREOP 'fU lib NO GRF.AII?R THAN S"fA'fED IN THIS AGItEEMIiNI~. Necessary correchnns, and adjuslmenLs conrerning changes in net payoff on trade-in shall be made at the tintc of settlement. The values allowed herein for trade-in may he arbitrary and may Jil'fer from actual fair market value by nwtual agreement for the purpose ul Ibis transaction. "therefore, in the event of rescission or cancellation ul'the sale, the parties are not bounD by such allowance. If the trade-in cunsisls ul'real estate, then details ol'thu trade-iu u'ansaclien and an ilemizauon and calculation of allowances fur same are scl took on the attached Itcal Estate Trade-in Agreement and Closing 5talerrxnl which is made a part of this Agreement. The Duyer agrees [o deliver the original bill ol'salc or the title to any propcny uadcd in as partial payimnt along with the delivery of said property anJ the keys for saute lu Seller's premises. 1. FINANCE COST: Seller will orJer a customer's new home al a mutually agreed upon d: tc. Tcn (IU) Jays after Seller notifies Duyer in writing that the home is reedy for Delivery to Duyer's property, the Royer agrees to pay interest to Seller on the unpaiJ balance of the pw~chase price at the highest legal rate per ntnnth and in nn event Icss than twelve percent (12 %) per annum. e. Trade-in: gross value (See Paragraph H) _ d. Less: Payoli' Ik~ht (balance roving) ~ e. Nel traJe-in Allowance (buyer's equity) 0.00 i. 'fatal Dawn Paynxm lilemv a, h & e) 500.00 10. BALANCE DUE PRIOR T'O OCCUPANCY SUHJECT TO PART 11, 4 & 13: Olt ~,Lroved for_occupan~_ 73,225.,07 Description ul'Trrde-In: fear MoJCI ar Style Size Serial Nu. ur Address Debt to he paiD hy: ^ Scllcr ^ Royer - Ueht owed to: Drench: li'ade-In Indudcs: U Appliances U Skirting ^ Drapes ^ Carpets ^ Ocher (see atiarhed) ^ Puminnc ^ Awnings ^ I'orchcs and/or Steps D. DELIVERY: • Proposed t>elivcry Dale December 20, 2010 • Place nl Delivery Address 10402 G80+~'r3td SE Crty Yelm ('ounly Thurston State Washington Ltp ('ode 98597-9651 Park N/A Space Nn. N/A E. ENTII(E AGREEMENT, CON'1'RAC'I' PARTS: 'I'hts Agreentcnt includes Parts II through V and all other written lcntts, conditions and undersWnJings accepted by Otc parties as' part of this IranSacliOn which arc deemed to comprise a single contract document and Constitute the enure agreement of the parties. Each paragraph and provision of this contract and all parts hereof is severable; If one portion thereof is invalid the rcrnaining ponion shall, neverihcless, remain in full farce anti effect. F. PRIOR AGREEMF.N'1'S, MOUIFICA'1'IONS: "this Agreement supersedes all prior negotiations, orders, offers, agreements and representations, either oral or written. This Agreement may he moJiOeJ ur partly supcrscdcJ by later written agreement of the parties attached Ix:reto and incorporated herein. G, FINANCING: It' this Agreernenl is conditioned on buyer obtaining tinanemg. Duyer agrees to make apphcmion fin a luau within live (S) business days, and to use good fitith best efforts to obtain a loan in an amount sullicicnt to finance the balance of the purchase price. II' Duyer cannot obtain required financing within a reasonable time, Seller may seek liuancittg for Duyer, and il' obtained, ibis condition shall be dccnted satisfied. II a binding commitment for a loan is nut obtained within 90 _ (.3(1 i 1 not liked in) days, then tither party may tennmatc This Agreement, unless this condition is waived in writing by the Buyer. In the event of rescission Due [o failure of this condiliun, Duyer shall he entided tD a refund of payments made, Icss any out-ul'-pocket costs incurred by Seller in processing this order ur in applying for financing. If Huyer has provided a trade-in, Duyer shall also he enlided to (i) rclwn of the trade-in, at Duycr's cost, if it has not been sold, or (ii) the net pruceeJs of the sale of the trade-in less all expenses incun'ed by Seller, including the sales person's commission, and less a twenty percent (2U%) sm'vice chm'ge. J. ASSENT: I. OFFER OF BLIYER. The undersigned agree to this sale including the tcrnts sari conditions on page two hereof and uu all other parts of this document, and acknowlcJgc receipt al' o cmnplctcd copy thereof'. The undersigneJ t)irther acknowlcJgc and agree that in entering this Purchase Agreement the undersigned is not relying un any represenmlimts ur promises of any agent or employee of Seller unless such represnttatiun or promise is ~ forth in writinyand attached to this Agreement. -r ff Buyer. 4~7 ~' .~V Ch'IdGYL Don Hansen / Duyer: ,~,. _~. ~_ ~(cc. ~(~lvr' ~-- -- Jart~t L Hansen Date Signed: October 17. 2010 ___ Salesperson: Del DeTrav ___ 2. Acceptance by Iley'~ -.~ (~1 ~' Accepted by: __ __ ~ _ JV Del De~ay Title: Owner _ Dole: October 17. 2010 _ Produced with 2ipForm"' by RF. FormsNeL LLC 18025 Fiaeen Mile Road. Clinton Township, MIU1u9aV 46035, (800)383.9805 Drl'rsy's LLC' 345U P:LL,nc Avc JL, Ulympin 1VA VSSDi rbonc 1G043P?345 cox'. 36V936?34a Don k Jm,ci flu ,~OUN~~-~11~~ .m ~' down to eart tec no ogy Permanent Foundations for Factory-Built Homes FoundationWorks' Systems are designed to be installed in hours, not days. • No site-poured concrete required • Fully adjustable height for uneven sites ^ Portable and reusable for easy home relocation • Immediate delivery • Installation and training provided • Concrete perimeter wall and complete site services available Primary Support Columns (PSC) Multiple sizes available, fully adjustable height for any site Approved for seismic and high wind areas • Listed with DAPIA-approved engineering firm ^ Including Wind Zones II and III with tie- downs as required ^ PSC vertical load tested to 40,000 lbs. • Reinforced concrete pad vertical load tested to 200,000 lbs. • Exterior concrete wall with perimeter FoundationWorks System qualifies as a permanent foundation for all conventional and government assisted mortgage programs • Site specific engineering provided as required by HUD for FHA and VA programs • Exceeds all load requirements as specified by all manufacturers • Approved by P Perimeter Support Wall (PSW) Exterior (left) and interior (right) views with support beams and footers in place (800)497-5484 ~~IL Primary Support Column attached to I-Beam and pre-cast concrete footer 7600 Boeing Drive, Greensboro, NC 27409 r FoundationWorks Home Installation in Six Easy Steps 7600 Boeing Drive, Greensboro, NC 27409 ~ `'~ - (800)497-5484 www.foundationwarksinc.com a" '~~ own fo eart tec na ogy ~~~ FILL 1. Level and prepare site ^ Requires no site-poured concrete ^ Installs in hours on prepared site 2. Place columns according to home manufacturer's specifications to footers and I-Beam ^ All hardware included • No special tools required 4. Adjust system to receive load according to manufacturer's specs ^ Steps and porches available 5. Install Perimeter Support Wall (PSW) ^ Footers and support stands included SPACING AND TIE DOWN C~Al2TS: WIND ZONE I 6070 S:2E PRIMAR'T `;UPnOR-i `/ERTICAL TiE-CC`a"~ COLUMN SPACING SPACING a l4' .~ .-._ 12' Q_C. ~ 3D' O.C. ~ 16' i2' CC. 30' U.G ~_-_ ~ 5 2a' 24' O.C. NA 2B'-3c' ~ 2A' U.C. I _ NA ----~ - WIND ZONH li 60Y. SIZE --.-i._ PRt;ng2 ~ SiPrLP.T CSiWMN ,P„CitiG -..-~._______ ' '/e R7?CAL TIE-Bv'+'V ~ SPACING .-~ .T __ ~ 5' S' p.C - kl' ^~G. MAX, z. - r4' .. la• C._. -._,. ' ~-__ !5' 7.C. MAX. aU -'2 Id _ ~ i4' O.C. MAX WIND ZONE 111 `x yUX SIZE :4' ~ PRIu.A2Y S:PPCR' C.7L:if"i SPhCiNG 5' 7 C. VCP'1CAL 7IE--UW'+ SPACING 9' U.C. MAX :5 I 5' 6.f. B' U.C. MAX 24' ---- l:' G.C. - i i2' CC. MAX - ' ' ~ fi -3c' t c - IY GC. r - IQ' CC MAX PRCrAST, REINFORCED, UGNTpTIGi+T, CONCRETE FoarNG U.S. PATENT # 5,862,635 R7RTAILAnON n18TRtiCT10W GRAM fstzZ NOTRR ST[CffIGTLON6 I. D.BTALLPOUNI)ATiONWORKS POO'71[tOS $ACBVG DIOWNON 7til3 MAN ARR IR)A 110MER -WELD ACCOR.DINO TO AW.SD. l.iA18PIfCB1GLTTON9 AND SIiPPOR7 COLUMNS ]O SPACntO TARI$ RTTH 16` BnAMS T@L - AWS. SOIlD WTRE FRTO&f PrxTfBSSHFrr. rurs Asr.M. Ale TQDOW7e IVOrtE - PIPE SCf1PDOLH b 2. PourmnnoN FoR aussts eeAM nE Down pores - 6Lm1x7Ar col-unu•7 BOLTS 6.Ae. aRADR s 9UPPORT SHALL BE LOGT®AN[19Q®PO1t THfi IAADS AS SHOWN BY THB . F0f7TLVOS 3004 CSI QI 21 DAYB L10BT-WPlO1iF AEA'PORC6D CUNT -RBTR ' , MANL'FACTURFD IfOME LVSIA[1AT10N . ALL TIE mW NS MUST HAVE A WORKING LOAD OF 3150 LBS OF VERTICAL RESISTANCE. P'STRUCTR7NS. POUNDATIONR'ORTS SUPPORT A85BMBL~S BFfAli. BE reR nDWNSARF RFn1:IaFD nN 61Nf:IFWInCi COAT®W1TH f'W[ESTTP.CFPI7CAL OOATINGS ^fAS~ 7. LFVRL TILE SOd AND PLACE RI'DiPORCED CONCREYE POOTBRi 9EfAW ANL CfTI © wnnwl LllNiT5IN wlNn inNF6II na HI PANT RLE307~F3QUVALENT M 7FA R ROMP. AS PBR IAYOUf ON T708 91fP.ET. 9AF>D TESTLVG OR 3N M1NU8 MAY BB USfD TO PILL. !N VOeyS UNDER FODIINOA. RT~RE GAOI.'hb SILNEVEF+. TEST6 PERFORMED BY: P9 LAB dSEP~7Fi25~1 OF n7E FOOnNG9 AfAY BR AOTAl7+D 50 THAT '777E LONO DMB:N6K7NS OF Tff3 fUD77N05 ARn rnAALLa1.TO n7E MAM FteAMf mrE ro s1T~ OR ACT-LT CONDTI'KMIS. !. SET St/PPDAt COL[ALN TO tIS !AR'EST sETTD+D, Puce rt on C017XRFFE fOOTINO ANn AT'ACiI rt m P0071NO WITH w• nof.rs m NOT nGH7BN BOLrR YLRIF tNRTAU.7N0 CROSS-BRACING. E. RA1Te TOP SLCnON' OP SI.'PRTR7 COLLAM UNTR IT TCR~CfO~S BOiIOM CFASS!S BEAkL T1IBN LOW'P,k L:YfIL I70LFS lME UP A? CCRS6 MJL47MLNT LUCAnON. INSTALL 5.9' 8[ILT THRUVGFI SLRPOAT COLI;btN, nfCti tlG17TT1.' 7. n7RN LARGE ltIT U!R)EA HFiLD 1/NTfL MATB CGNTACI9 B7eA?ilNSTNL :CLAMP PurES AKD naHTla FIRMLY. m Nor TIGHTEN RAMP BCN.T6 YET U'A'STALDlG CROSS~EAAC77:0 FOAfINA1 FINE MJIISTMF7FT ANU LOM TRANSFER io FooinaG AND swwRT CO7.i1MN4, 7L7N LAAOe NUT IB1e1PA HEM. A00 l.0Ai7. /4 PoF f1.C70R LOAD. p PRP RINU 7ANES 1. B AND Ip.AS gEY'B1ED BY HlIO TI i15 FOUNDAnON 74 DES7GNFD TG BE CONSTRUCTED GN S7TB5 WTIY.OUT ANY Lx7srv:G soR rnoBLEa1s. fOOTiNY7S nRs DESIGNTiD POR 1000 PSF SOR. AND SHAM }yE coMPAnBLE vrcrl LocAL soB.oa'vDlnaNS, HowE•,•LTe T71E s~TE MItsT' BB sIBTAnf.E FoR B4'H.UFNG INSTALU710N. I~AREA3 WFLRE SEFF1tiMl77TiMYORTIR MAF.TTFACr„~AEn Hcnus sxot77Dne R°-1C41J;D'i'l16'N T' MVE0.8PLY AYPFCIS n4: MM*,'FAC7;:REb NOME. LISfLNG ilHS PRODUCT HAS BARN USn:p RY' T.0. 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E+,EVATION U.~'ATENT # 5,$62.635 ~ ~ ~--_C-r.L..l S7AND. 1)}C/ A7 t000PSF $U i ~~~ - RN.tETER FOOTNG Q~/ ~y~T ~i ~ I -I ASTN; rA£OCE /E~ :~ Y /Swig' RWAR DR7VE+`! M ~V MMM E%PIRES )ne7orr PERIMETER FOOTER AND SUPPORT STAND FWNDI aNELS awrxe~L .e' noavE ca~c.vA~ ) 9~ FOR Z{' AND BIO."K-LENCT~ TC CARRY FLOD.R ,STS ova x C'Rl;5RE0 ir+N--' NOSa' EDR }p' Fp0$T UNE SOW?:OR, E%7ENO r RAVF: BEO 2N' PAST .1.Y Ti,'E ExrERlgt DF i11E HOME ON ALL 516E5. POLY$-vRENE TO BE APPt4_'0 Sw ~Q`+TINUDUSLY AGAINST THE FACE CF 1HE WALL AT LEAST '2' W VER :1CAilY ABOVE FOOTNG. 'N$UTATtON MUST AL$G eE APP;IEO ~r ,.ONTINL•CCSIY TC THE FACE OF THE FOOTINGS NCRI?ONTµ POLYSTYRENE iS r0 BE ~D fM 7NE 2R' 0[ GT+AVEL E%iEh'OIN^, WT$IDE Tl+E CRA'h15PACE 4Q" FROST LINE SOLO?'!ON p ~ c ---~-- '/2--~----+ p -~ I FRONT wEw s~oE ti~Fw ~~ PERIM~7ER FOO~R ~~ DURASKIRT~ A Concrete Solution for LifeSM MANUFACTVRERS INSTALLATION MANUAL AN INNOVATIVE PRODUCT OF: CREATIVE CONCRETE PRODUCTS, LLC 115 LIND STREET MOUNT VERNON, WA 98273 Toll Free (866) 419-9909 Fax (360) 419-9812 WWW.DURASKIRT.COM Copyright ©2003 All rights reserved F'"' ~FIL~. Thank you for choosing DURASKIRTTM STATEMENT OF ORIGINALITY AND PURPOSE The long lasting solution to skirting problems We at Creative Concrete Products, LLC understand the difficulties with other skirting products. We have been installing manufactured homes for 1 I years and have used almost every type of skirting available. The idea of a manufactured home was originally meant to be a temporary dwelling. But not anymore, these homes have become a permanent dwelling for millions of Americans. Manufactured housing is being made with all the conveniences of a custom home and is a very attractive place to call home. That is until it comes to the skirting. Skirting has been left in the dust. Builders are still going to the lumberyards, masonry and landscape suppliers trying to find something that will cover the gap from the home to the ground. They're using anything from metal to vinyl, from concrete blocks to pressure treated wood, from standard siding to bricks, rocks, lattice and so on. We found that most people prefer concrete because it most resembles a custom `site-built' home and has been proven to last. When our customers discovered that they had the choice to have a poured in place, 6" thick, concrete foundation under their manufactured home they chose it because of its durability and its ability to make their home look more permanent. However, there are still drawbacks, such as the extra costs (setting the home into the skirting, which costs at least $500.00 per section, and the need for heavy machinery to pour the skirting) and the fact that it locks their home in and makes it difficult to move later. Other skirting has its problems too, such as rodents digging through wood or vinyl, or products like pressure treated wood or metal that aren't meant to be buried in a `pit set' application, causing it to swell, rot, rust and deteriorate. Wood skirting also is known for wicking moisture up to the rim joist and causing it to rot. Ask anyone that owns a manufactured home about their skirting and they will tell you that unless you get something that will last you will be maintaining it again and again. DLIRASKIRTT"' is one of only a few skirting products made specifically for manufactured homes. instal( and remove It's concrete without the mess. We pour the skirting at our shop so the mess stays at our facility. It can be delivered to your home-site on a small truck, with no need for machinery, so you don't need to accommodate large concrete and pump trucks or any other type of machinery. This helps make your driveway last to the end of your construction project. The panels are made similar to a staddard foundation with vertical and horizontal rebar. We have designed this product with an open space under the rim joist. We've used this proven method to prevent moisture from reaching the floor of the home. Since the panels don't actually come in contact with the home they cannot draw moisture into the house, which is the leading cause of rot. This allows for years of comfort for the homeowner and contractor. How to measure the home NOTE: DURASKIRT r"'is custom made to fit so all measurements hove to be determined at the site. In order to speed yozrr project along the measzrements must be made as soon as the home is blocked in its permanent location. Call for specific information regarding proper measzrring. • Take measurements from the corners of the home at the points that you want the skirting to come to. • Measure for height frequently around the home from ground or concrete to rim joist. If necessary we can make panels different heights. • On inside corners the panels will intersect. Indicate which side will go past the other. • Give a dimension from a corner to the access for layout and indicate whether it will be a well or a door. • The steel frame under the home may be less than I '/" behind the siding and you may need to add a filler strip or `fir out' behind the bellyband (trim board) in order to make the panels clear the beams. The panels are 1 '/z 'thick. • On the hitch end of the home the steel frame usually consists of a solid beam. In this case vents should not be used because the air flow is blocked by the beam. Try to fit the vents into other areas. • Vents can also be installed to meet requirements for floodplain azeas. We install them within a foot of the bottom of the skirting and place as many as necessary to meet the `vent area' to `enclosed area' ratio. This ratio may change for each jurisdiction so check with your local building department for this requirement. We use standard plastic foundation vents with a net rating of 75 square inches. ~~ ~~ Tips for installation • After receiving the product measure the home before you start installing it. Make sure the home is the same size as the drawing indicates from the installation drawing that we make from the dimensions you gave us. • Start the installation at the corners and work towards a filler location or crawlspace access. • The corner where you start should be lined up vertically with the outside of the siding depending on the siding type. Note: Don't try to get the corner exactly plumb because the first panel will cause the corner to move and it will need to be readjusted, • Do not allow more than a 3/8" gap between panels and fillers because the panels could come loose from the connector and jail resulting in damage to the pane! or bodily injury. • Make sure the panels are vertically plumb as you install each panel to avoid being out of plumb where they meet from both directions. This will cause it to misalign. • Do not stack the panels on an uneven surface. This can cause the panels to crack. • The `Tee' connectors should easily slip into the groove of the panel. If you have any problems check the groove for debris and clean it out. When using the connector with the nails then place the hammer against the side of the panel below the connector and slide the hammer along the side while hammering this will help prevent `mushrooming'. We make different tunes of connectors. Ask about their specific use. • The bottom clips must be secured or the panels may break while backfilling. • Try to avoid cuttine throueh the rebar frame inside the uanels or thev may break If you must than you need to add further support to the panel. After cutting through the rebar the panel must be picked up and carried in a vertical position to prevent it from breaking. • Perforations through the panels can be made by using a small hammer to chip a hole to the size you need. Stand the panel up vertically while chipping to prevent the panel from cracking. Always hit the face side of the panel and allow it chip out to the back. Installation of DURASKIRT'''"' on a `concrete' slab: 1. Measure the house to be sure the order matches the home dimensions. Make adjustments as necessary. 2. Start by installing a corner. Select the proper corner panel to be placed first. Plumb down from the outside of the siding or desired location to align the panel. Be sure that the bottom clip is on the outside of the panel so that it's easy to get to when you're ready to secure the panels later. If you need to bend the bottom clip to the inside then you will want to secure them as you are installing. To secure the bottom clips skip to step 10. 3, Insert the `Tee' connector into the groove at the end of the panel and secure it to the rim joist of the home. (Make sure that the panel remains plumb during this process.) 4. Repeat step 3 for the other side of the corner. (If necessary you may need to skip to step 10 to secure the panel before you move on to the next step.) 5. Place the next panel under the home and align it with the `Tee' connector. Check to be sure the groove is free of any debris before putting it on the connector. Also be sure that the panel is facing the right direction. The flat side always faces outward. The only exception to this is the filler panels, which are flat on both sides. 6. Move the panel over the connector, which was installed with the corner panel. It may be helpful to use a pry bar under the panel to allow the panel to move side to side easily. 7. Adjust the panel so that its plumb and the top of the panel lines up with the home. You may need to shim or wedge under the panel to temporarily hold it in place. 8. Line up the loose end of the panel with the siding and insert a `Tee' connector and secure it to the rim joist as you did with the corner. 9. Follow steps 6 - 8 all the way around the house. 10. To secure the galvanized clip to the concrete slab or footing use a roto-hammer with a masonry drill bit to drill a hole through the clip and into the concrete and then use a split pin or quick bolt. 11. Caulk the joints. See instructions under concealing the gaps between the panels. 12. This step is for exposed aggregate only otherwise skip to the next step. Now you can apply the Cure and Seal to the surface of the panels to give it a shine. Make sure the surface of the skirting is clean and dry before application. Wear eve and skin protection while using the sealer. l3. Place the vents into the knockouts in the panels. The top of the vent can be identified by two holes for securing on the top comers. Use two galvanized screws to secure the vent to the tack strip. Do this by drilling the screw through the top toward the right and left sides of the vent upward at a 45° angle. The pressure that the screw puts in this location should secure the bottom of the vent. This does not hold the bottom of the vent in tight, but it does keep it from rattling and prevents rodents from entering. Your installation is now complete and you can cover the gap between the home and the skirting with a trim board, unless you chose to tuck the panels up behind the siding. ~~ Installation of DURASKIRT''''a on a `gravel' pad: 1~.~ The steps below aze based on the assumption that, the home is being supported by piers that are placed on approved native soil, crushed rock or pitrun, and that the skirting will be placed on the same sub-grade. The supporting sub-grade needs to be at least a 1000 PSF rating or greater. The skirting can be placed directly on this type of soil. See chart for ground pressure rating. 1. The skirting needs to be placed directly against the ground. This will help hold the panels from moving when they are backfilled. You may need to place compacted fill or crushed rock up to grade before installing the panels. 2, Follow steps 1 - 9 of the `Installation of DURASKIRT'TM on a concrete slab. 3. To secure the bottom clips simply drive a steel rod (rebar spike) into the ground through the hole in the clip. Be sure that the rod is in the ground securely to prevent the panel from moving while backfilling or the panel may break. If the ground is soR then you may need to support the panel further by placing supports behind the panels. 4. Follow steps 11 - 13 from the `Installation of DURASKIRTT"' on a concrete slab. Your installation is now complete and you can cover the gap between the home and the skirting with a trim board, unless you chose to tuck the panels up behind the siding. Concealing the gaps between the panels: For exposed aggregate panels. 1. Use a clear caulking in the gaps and then sprinkle sand over it. Make sure the sand is dry when applying. 2. Brush off the excess sand from the panel and groove before applying the sealer. For smooth panels: 1. Apply an exterior, clear or gray, paintable caulking into the grooves. 2. Then rub dry cement over it (provided with order). Brush off the excess. Bac>sll instructions: DuraskirtT'" can be backfilled to the bottom of the vents without additional bracing. Place fill material near skirting and manually shovel the fill against the skirting to avoid damage by machinery. Do not mechanically compact material next to the skirting. If backfill needs to exceed the height of the bottom of the vent (or less than 8" of the top of panel) then additional bracing (treated wood or steel kickers) can be placed behind the skirting to prevent it from bowing inward or breaking. Warranty: DuraskirtT"' has a limited lifetime warranty providing that all the above instructions were followed. If the concrete skirting or the steel connectors are returned to us and found to have a manufacturer defect they will be replaced at no cost. Labor is not covered. Ground pressure application rates: 1500 PSF = 10.4 PSI 1000 PSF = 6.94 PSI DURASKIRTT'" ground pressure =Never exceeds 2.1 PSI (303 PSF). Cautions and Hazards: • Installation is atwo-person job. DO NOT attempt to install the panels by yourself. • The panels can be awkward to carry. Use precautions when lifting and carrying the panels. • Always make sure your path is clear while carrying the panels. • Wear eye protection when perforating or cutting the panels for utilities. • Wear protective clothing. Some parts are sharp or heavy. • Use proper lifting techniques while installing the panels to prevent back injuries. • When working together, make sure the other person is aware of what you are doing to avoid injuries. • Keep your fingers clear of pinch points. • Wear a dust mask or respirator while cutting concrete to avoid inhalation. -' FIL;: Page 1 of 3 John Rowland From: Gary Delray [gary.detray@gmail.com] Sent: Tuesday, November 09, 2010 2:28 PM To: John Rowland Subject: Re: Permit application for 10402 Grove Rd. John, please be aware that this is a Manufactured Home, not a Modular Home. It is built under the HUD code and local building municipalities do not have the authority to preempt the HUD code. The home is built to the wind zone 1, as designated by HUD. seismic zone D 1... The earthquake foundation we are proposing is fine in Western Washtingon, why would Yelm be different? It satisfies a seismic zone 4 according to the engineering provided to you. Thank You, Gary On Mon, Nov 1, 2010 at 10:36 AM, John Rowland <JohnR@ci.yelm.wa.us> wrote: Hi Gary, Please provide current stamped engineering for double wide homes installed in 85 MPH wind zone, exposure B, seismic zone D1. From: Gary Delray [mailto:gary.detray@gmail.com] Sent: Wednesday, October 27, 2010 4:55 PM To: John Rowland Subject: Re: Permit application for 10402 Grove Rd. Attached is the blocking schedule for model 1220, the proposed home to be placed at this site for our customer. On Wed, Oct 27, 2010 at 2:57 PM, Gary Delray <gary.detray@gmail.com> wrote: This is the "permanent foundation" that is accepted by lenders and other jurisdictions throughout Washington. Please note; with this system, tie downs are not necessary. We can upgrade the skirting to use concrete panels that have a "foundation" appearance. See 11,10,2010 ~ F I L 4.~. Page 2 of 3 www.duraskirt.com. please let me know if these products will meet the YMC. This model is a standard model. They do require perimeter blocks at specific locations. A blocking schematic is sent inside the new home and we block per these directions. You will have access to this schematic on site when you are asked to perform a 'blocking inspection' It does not have abuilt-on porch. We will be building a small entry deck on-site. The home is set-up, bolted and blocked as per the set-up manual given you, except that the blocks at the center line and perimeter are model specific. All other details are per the manual. On Mon, Oct 25, 2010 at 4:33 PM, John Rowland <JohnR@ci.yelm.waus> wrote: Hi Gary Yelm design guidelines require manufactured homes to be set on ribbon footings as stated in the Yelm Municipal Code attached to my last a-mail. We may approve equal or better foundation options. We require a foundation plan that shows all footings and pads with their size and locations. All hold down devises must be listed and included in the drawings. You mentioned using treated plywood around the perimeter. This would be except able if false brick or rock was added to give it the appearance of a foundation. CMU has been used and accepted in the past. The general appearance must be that of a site built home. Please indicate on plans how this requirement will be met. In general the plan requires all site specific information needed for workers to install this foundation, piers, and supports and hold downs for this model. Is this a home with load bearing perimeter walls? Does this home have a porch? Are there Marriage line vertical anchors? What length and diameter of anchors will be used? What size of stabilizer plate will be required? Please note that soils in Yelm are very rocky and the use of driven anchors may be difficult? ~FIL~ 11/10/2010 Page 3 of 3 Please provide more detailed information. The Installation Manual is very general. I need detailed plans that show how this manufactured home will installed. Thank you, John Rowland .-fl l~ ~ ~ y.. ,' ~~ l~ 11/10/2010