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HomeMy WebLinkAboutMiscellaneous Plans 2005-6-6 (2) .... .',' L.?- 5 81 2. Y I ~\"ttitti l-wp I!. .. ,t; , MORTIER ENGINEERING, P.c. Po. BOX 139 . '245 PEARL STREET EUGENE. OREGON 91440 ' "'nVNt: (l)41J""'~ . rM ,~1' 404-bO::Jtt STRUCTURAL BUILDING DESIGN. FIRE PROTECTION' CODe CONSULTANT. PLJ\NCHECKlNG COfoJl:TRUCTlON INOr-COllON February 12. 1998 Greal Wc:lllem Home:s 5024 Main Slreet Springfield, OR 97478 'RE: Conventional Ovcrfrlmlino At,," Mnnuro"loJTp.d Dwel/inos. W.O, #10628-CFK As you requested, a structural review of conventional overframing placed on top of a manulllclured dwelling has been performed. The PUTpose of this investigation was to determine whether any adverse c.....di.;v.... may arise due to the increased residual loading, Based on analysis and engineering judgement, r make the foUowing conclusions and recommendations: .... For comparative purposes, the dead weight orthe manufuctured dwt!Dingois 10 ,,~t:li$ """'t" ..:..: February 1994 Manufactured Dwelling Administrative Rules, Chap1L'l" 9111, Table I. the ...::. proposed overframing consisting of2 x 4 at 24" on center, W' CDX ply, 15# felt is 2.5 psf .... (Note: Roofing to bcranoved below uverframing). Using a design ~'TIu,., I~ of2~p.s[. the ..:..: total design loads become 35 psf for the manufactured dweUing and 11,~ psf inc/u.dDl~ the .. .. .... uverJhlmmg. This slight increase of 6. 7% is not significant. OverfTamirfg 16:tJc postcd duwn .' with 2 x 4's at 24" on center over each rafter, This rcdistnbution (lfIQu.rJ~ will at'tl'~.any ..... .. . . .. . ... stress concenlratlon m the eXlStmg roof, .. .. ' ... . . .. .. . ..... . . . ..... ...... . . .... I hope you find this report adequate for your needs and purpuses at this time. '1bank you for this vt't'v.;unity to be of service. If you have lurther questions, please contact me: al484-9080, Very tmly yours, l EXPII'lES: 6,30- Co Owen Grover, Jr" PY. OLG\bjr Il"""",cnp,'onrylgral.cr.. ,.. - / -WEDGE Sl.OT , ---, t I l::,' I I- I -':I'~- ~ I .J NI J L~?~- r ' NICHOR HOlE (1'\'PICAl) . or T~7f f~ @- ;;;8 ~ :;;iiiI, ~',' .t li-tlllPO' -.- L()IoIG AoJl'511NC NUT ;;;[; ~ "~ROO~ r---------l ~ ~ I I ' I I I .:n I I I I I I I I : I I I I \: I 4N1a' ,: . '~ \ -::::: ~~~ " :\r. ...... ... .. .... ... ...... ',~ i.\.~ .-" .... 10 nr . CIJfI(R F'<lUlIOATIONWORl<S.,--.-.... , PRE-<:AST' PANEl. ' ..... ,', ',., IIillE'AOED ROO w _ t\' OP'TlOH@OBL RIM JOIST HOMES_ V, I I' 1-...--'....1 1='":><-' ----------- . . 1"1 ,v, "' ,n, 11\1 'I' ___,_,_,_,____, ATT-'CHED"lrioa: 4 ? X ~ 4.8 BEAll C6 RIW JOISTj ..;;.- I'~~ ,\~, RlUNIIATIONWORl<S . ." "' PRE-<:ASTP~, .' ,,' ..,;~, ' \.OAO'RAml .~. ': ~ySRACI<ET GRADE" 1- /- . , H .-J.... .' ----;;-m.-c:iMiiii"--..--------------------. , .. '", c x ? 1 .'-0" I ~ ;;:s- --I!E ....... 4N1a7 V~~~.... fB Q)-~ 1 .'-0" <="> ::u PARtIAl. F'DtlNDATION PlAN . C rmcE .... . . . . ...... . . ..... . .... . .. .. . . ' f'OUNOAnONWORKS PRE-cAST VENTED PANElS .AS REQUtRED ....... ......- . . .. .' . ...... . . .. .. .... .. . . .. '. . .. . . .. PlASTIC WEDGE 10 lE\IEl. t.HOlE ..6 BlOCK -lENCTH TO CARRf 2-J,f'lOOR JOISTS . . . .. .. . ....... . . .. ...... . . -U- CHANNEl AT . . JOINTS ATTACH TO ollOO(MjI Of" RfM'JOIST ...... SIDE VIEW .... . . .... ... . .. . . .. f'UU SIZE PANEL AT \,."""".,,, 0PERIMETERPANa Bl.OCK & SUPPORT STAND V11/Z'-r.o- '. ADDmoNAL FOUNOAn_.I" ..............:. PANEL BlOCK AT CORNERS BRACE IlOiaER AT ALl JOtHTS (2)':; REBAR f f'OUNOAnOH \lENT - 4,8 BlOCK - LOCATE so PER PANEL BlOCK AS REQUlREOilHAT.1f CNlRIES A IItNlIMI DRIVEN INTO GROUND Gr'(2) FLOOR JOISTS CUT PANEl. , AS REQUIRED TOf'ITHONE ,II m "! DIMENSIONS III ' . ;; ~ . FIN, CRACE ;J.~ ' ~~-- 21 1/2" 2", 171/2. f' .Af-\ · .I"~-W---~\ ISOMETRIC AT CORNER f'OUNllA1'IONWORKS PANEL BlOCKS AS REQUIRED o PANEl. JOINTS bl'~ - '" SiDe VIEW "aiD VIEW INSTALLATION QG1RUC11ON:S InStaIt panel bIocb wiIh 'Z' wide a.nge at inIerIor of ~ home aid anchl:InIgie ha&a 10 IN exIoriclr d1M hoI'N. \ , I SKlRI1NC CHANNEl. 10 LJ L \' -. PERlNETER ' , , ' SU1'PORr.srAND , n1'lCAL PERIMETER PANEl:, ~ . WEDCE AS ,REOUtRED TO LEVEL PAHELS" . ,. ...... -- ... AI. cometS by aligning karior.edga d bIocIc:a. b. N.4'"on~fromOOl"fWlIOC*1WofMllts. Co AdIIUonlII tlIock at ~dwal. Instal AMlI ~ tncbts cwac.d oreit IhO 2'" IIange and C8t'IIIndon aac:fI bbcIt. "'-4>dSln_....._............._.......-_....- can1es8minnunof2ftoorjclstswtlent':.. _. ". . . . _ -........ ..-........... ...........-........... '''-_In__ ......__lscanfGd...2__ 12"'ma:xImI.m _....: ~~ PleceWldgn:frotn a.einteriClrktIMwedglSlQland undot the paneb to level. a. $awQd panels as tlIqUhd 10 lIti b. lnslaAwn!edp;lnllbasNCp.lired. Co ~ at s.at ~ accas door is provided b c.." "....' _ pet borDe uc6:n. . e.ddID to..... grade not to exceed 111' frcm Ilop cia- panel t;'\ PANEL ElEVATION Vll2".t...()" ,TOP VIEW 0,PERIMETER PANEL BLOCK 'Jl1fr - r4" 2- 3. 4, 5. " 1 5/8" 1HtQ( " G. . ..o;..",\JC IU~;~... .\ \ ~:-:-... .'. J .*D PHCf~\' ' &~; ~A !~i.r Jt,~. v;> .,~~ \l: ,. ~~,' OR nOt' ,..';:- JL; , . ~'~~~J~ ~~; :.'?.:?C,l-; ?~,' ..~.~':~:.. . .~.,~t:!.....~~\;,~' ."4~~~~~J,.(O'f 't;:""::';'.c;~~ "AL<t,J~ l..".,.f' ..-~. ..K~"J..q,__.1 " " '.. " " " l"' HOlL . s:::: I-~ .g " ", -.' 'f PERMANENT FOUNDATION SYSTEM 1--:,':-" ," ," '. . IE-$-+ . t '.~ -$- ~ !!J<~ iEi=J ~~ I o ill ..m... ~~i y ~ ~.~~, i + ~ ~ lil~~ ' ~!ill -$- z [3:J . ~ ~ 183 -- - ,a. ..- -+- -+- INSTALLATION .u. h) A Au............'....J._W& u...l........u. NOTES mxnnN WADS: ROOP LOAD - 30 PSF FLOOR LOAD," PSF 1XJUB1.E..W1DE: WINIl80 MPH EXPOSURE C SEISMIC ZONE 4 SPECIFICATIONS WI!Ul Aa:ORIlINo TO A. w.s.o. \.1-9' SPIlCIFB:ATIllNS A.w.s. SOLID WIRIl EIl.'JOS.<; Pl.ATESA.S.TX A36 PIPS SCHEDUUl" SUPI'OIn' 00l.llNN 8Cl.1S s...U;. GIlADII , I'OOTINGS JOOO PSI@2JDAYSLIGHT-' ~~_""""""oG ~0IIXlI SUI'fOllT ASSEMBUES SHAU. BE Q)ATED WlIHPOIlEST ,1ECIINICAL Q)A11N<lS aIASSIS PAINT ~3 OIl EQUIVALENT, ' BEAM SIZE NOTES SPACING SHOWN ON 11IIS,Pl.AN AIlll RlR 110MES wrm ul" AND lr 1l1!AMS.. . ANY 6". !I" aIASSIS 1lI!AM'1S NOTTO CANTIUlVI!Il MOR1l11lAN r ON 1!ACU IlND OF UNIT. SPACING OF __0IIXlI FOO11IlOS AND SUI'fOllT ~CANNOT~t6'O"'. ~l'~ ::: l' 1m . 1 -$- rn 1 -fir . l;:::M 1:' INSTAlL Fom'mA.'IIOttWORJaJ f""........~ AND o)...~~ ~..... <XJUJMNS TO SPACING. PER THJS SHEBT, 2. FOUNDATtOK pOll ClASSIS Bl!AM SIJPI'ORT SHALL DB' LOCATED AND SJZI!D Rl1lnm I.OADS. AS SHOWN BY MANUFACTUIU!D,HOME INSTAUA11IlN INSTIl1lC11ONS. 3. L8VEL son. AND PiAC2 ............~ PSiS- CASI' .........,,~...: Il'.......'...~... BELOW MANU- FACI1J1lED IlDME. AS' Pl!Il LAYOU1'ON THIS SHEET. SANDOR 'I.-MINUS MAY BE USED 1'0 P1U. IN VOIDS,.UHDER rvu.lQlUo:to WJlERB GRamm IS llNEVEN. 4, SINGlJl AND DOO1ILE UNITS, -$- ..- ill 1+\ -+- -+- ++ ++ SINOfF..WIDI!: WIIlD 80 MPH EXPOSUREC' SElSMlCZONE4 wrm 4 TIB-DOWNS TIlE DesIGN LOADS SHAlL dB ~~..o::..'" WIllI IlOOF UVE I..OAD. WIND LOAD AND S1lISMIC 2DNB AS ESTABLISI1ED fOR Pl!IlMANENT 1IUIU)1NllS wrrmN A 5I'SCII'K: LOCALAIU!A. nus POUNDATIJN IS ...~OlCoo..-.TO BE \..u'I...:.......JCI'ED mf SlIES WlJ'BO(JI' SXlSTING son. PR.OOIEN5 F""'......_....J ARB ~u:." POll 1000 PSF son. AND SHAU. BE aJMPATlBLB WlIH LOCAL SOB.CO/>IDfi1ONS. IN AIU!AS W!11!IlB SEttI.Iiimn- OIl EXPAH-SlV1! son.s oc:am.,NANUPACIU1l1!D IIllMES ,S11OIJLD ,. S1!I' SllPI'OIlT llOU.IMN TO ns LOWEST SINOIJl.WlDEHOMBS S1IA1.L IIAVB AN AUGE1l BE 1lE-LIlVE1Sl WIlEN ,rr MAY' ADYIlRSI!LY - -- -S1!I'IINO,.PI.ACI.rr. ON.COHCIU!Il! fOO1"INO_ -t:'~WI1lB-TYPIl ~.~ '. ~ ~ SHOW!'_uAFFECTnmMANUFAClUItS>HOME. . ANDAITACH rrro ..__....""-10 WIllI '1.- BOLTS. r~ - ---- ,POR' T1l11'IJ1,.WIIlI! AND WI1lEIl11OMES, USE 1111! lAYOUT RJII. 1!ACU SECI1ON, AS SHOWN I'OIl 'EAQI ~._, OF A OOlJBU!..WIDE IBlMB OFnIE SAMII L1'-N01R ' . 1NSTAlLAta:JN HBAR~"-- "-lo AND DESa:ND- !NO, S1.Of'I!S SHAlL Bl! IN iIolxlRnANc:E WlIH UBC ~.IUl'-> 180U.2 AND 1106.5.3; UNlESS' A SlI'Ev.:~_ 'uov..oo...dNlCAL'.JtI!PORl' JlECOM. )CENI)S..,,~..,WtoQ,.' . . ., - ,. HOME LENGI'HS ..v...... DOUBt.P....wmP.. WINDS 80 MPH 1!XPOSU1U! C UP TO 44': 8n-..U".uJ&~ 00$. ,66', U POOTINOS A COl..UMNS 66'-7Z'~ 16~."l'U.)4~ SINGI.P...wmF:. . WINDS 80 MPH EXPOSVIlE C UP TO 4(', 41'OOT1NOSA COUJMNS .," . 66': <<5~.......~ a: <XIl.UNNS 66".72'~ '~.&lNO).4COL1.1MNS . + + .. of I- I +i ... ~ -$- -+- &~&U.,G l'ESTS.l.o;.i'......:.l....c:EDBY: PSlW _36=1 MAX VE1l'IICAL 1l!ln',LOAI), ~ lJlS. IlATED VEll:J1CAL CAPACrrY: um I.8S. IlATEDIA11lIlALCAPAa1Y AT2S" MAX I1EIllBT IS 47JJ U!S. JlA11lDLAT1!IIALCAPACrrY AT24" ,3'- MAX I1EIllBT IS J800 lJlS. .......,........ATION:. -- ___n______ THIS IS 1'0 ....:oa.~ Ii 'D:IA.T nIB'suiuEcr SYS'1'EM IS CAPAIlI.I! OF WII11STANDINO 'Al.LJlA11lD DESIGN.lOADS. nus --..............ATJON IS PIlEI)J. CA11lD UPON 11m P1lOlt!1l 1NSl'AU.A11ON AND .~.~... 'ftJI OPTBB SUPI'ORT aJI..lI!dNS. PRC1:Il'VDT:n .r~~ ~-' '.l ORIE:Jon'ATION WAPDJI' RVER. IlInlMJRf" r; THAT nm tllNG DD....::..~.......I..!> OP'1"HB',r~~_.."..iS BE 1N',nIE TllA.. 0.:... ...~Wl. nlRECT'JOtol UP roO'lSBALF. OF nm FOO1INOS MAY BE ItOTA11!D so lHAT lHBLONG ~k,).c"""1:o.:. OFnm ~.u I'U<:tAItE. PAIlAUB. TO THEMAlNf1lAME,'1lUl! TO SITE OR.SBT-lIP_~-'..~4.-.':O' . I--I-~ TIE DOWN NOTES ..- -$-i . , 11B-DOWNS ,SHALl. Bl! AN A1XlEIl AND S11W'o 6. ,1lAISE TOP SSCT10N OF SIlPPORl" <XlLUMN .TYPE RAW I'OIl A MINIMtlM OF 42SO L8. IJNI1L rr TOUCHES 1lO1TOld CHASSIS 8I!AM. I\JLLOUT, THEN J.OWEIl.1.ilQiIL' HOLES lJNE tIP. ,FOR...... ADIUSl1NG .B!Jr.t.. INSTALL .~. BOLT 'IXlUB1Jl..WIDI! IWlWES IN 80 MPR WIND AREAS . ifi1VJUGH suPI'ttltt::oundN 1lIEN .~...:;....; . . ~ EXJ'OSUIUl C. THAT WEIOH: MORE THAN , _~".___'~..!.... '. ...~ LBI..-;OR.AJtB t;..,.1oolo....~."'. wrrn ..~u~NwtJNi)ER.HEADUNTILPLAD - .. J'~ ' CONTACTS BEAM. .INSTALL 2'Q,..u.na PLATES.. """-'D-' -,).........~\ A......\I'..~ An&I o;M~.A........ ANi>~.' .. ' ... C1ADDBDWALLS.DONtYt~1Im,FOURTI& . . . . ~Slft'JVIN,..........~,,~ . 8. ~ :~~ AND~" SIIlGI.E.WIDE 110MPS IN 10 MPHWlNDABEAS .~TtJI11 'NUTUNDERRP.AD. '. ..:WWH ~.B. WFF.D "I:IP..J"aC'IWN'\t AT PACK . .. ..... '.. CQJlNER~T. ... ..S"~ . .. . 22'maizmm "9... ....AUGEIl. ~ 8fI1V.I..R...USTED AND . Dcock:dfilf~Coaly 1tl$I'~'.J.s:n IN JJ"OOflDAMCB.wtrII me AtJCiER .. ... lIS-OOWN . wwuPACTt.JRJ!IrS INSTAlLATBJN . . .... ....INS11t.UCTIONS.. ...... .... .... .. . ... :....: :.. . AQOEa. 'IW;AJWJf 'l.JS1'nfOe,4N& INSTAllATIoN . .. . . . . . . . ~UC"I1OlO SIlI\U. DB SlJBNl'I"l'FJ) wnH THIS . . . PlAN. AN!) PBUlGT APPlJCATION If INSTAUA- 110N OF AUOEIl1lJl.OOWNS AIlIl RSQUIIlED (SEll 1lB-OOWN N<m;S) OF THIS Pl.AN. . i. .... . . . '..... SPECIAL C(.'..~~...Iii......l~,,). PlJlASIl <XlNI'ACT _..-wmucs.1Ioc.. FOIl 1IlI'01lMA11ON ON ANY OF TIlE FOUOWING ... ..- ~-@ -$- .;-t OONPAC11!D01lA>lU1A1l1'11L 0IIEATI!Il THAN U" IN D1!I"IlI SHAlL HA VB A alNPACI10If TilsT .I.~~.IBD 10 ENSURB, ~m~CDNP~ 1lOK. . . . I .. ~.. . ,..... . . .. ...o,ol.__~~......"':': EEl +. -+..... SNOW LOAD 0VEIl JO PSI' PLOOO PI.AlN LOCA11ON . -$- 1 ...... . . I. .. Jc-lal2'l4'ORI6'~ .....~FOR. __ * i M..B. -~ '~' ~'~'~\\: 'L':;I~I"""""" \.-\:, .~"""\\.,"~ ~ T ~ .1 ..... ,tsl1'::;; J.. 4" T I. ~..- . ~ :ow 38" -----Ij T' _1'IIlIl MAClftJIdPlER,. .".)....JIo,.. .l,~ sizEs ' &<<:LlJI)K...It)II.l, ",'.1,1."",,__ '-....... ~ I3"TO \6W' 1'IB1l~....'I1LVEXCEED~ ~a.,'IH'11)n- ~AND!IlW:I!D C.,I!li6"TO'I" Do :u":TO ". ,&, _TOLOWBIl. RIlIHT _COl\HE1l r'. ~ ,~.,' ..ltO'I'B I: J:..IZ.I.l!: ,'W~..~ .aLJJ ~ .... ....;;""......,ARIl:za-~1NICIlES 0IIEIlSIZI! TO I<J.1J:1W P01l atIPPINl1. ..... IlOIU. ~1.:....,'.~.lI....~". L;..,:".II':'I"':L,.~"A,I..J""'t'" PIBIl~otlI~TOSZ'Mu9TBB arDSSAND1., ",,', .,..",.UU.BIlACI!D "'-. :.; i' I . .. : tuJ , :0 , :0 /lL----J1r~ SIIB DaAWINO OP WAmlUM . IIIIACINO AND <1AM1'\l'o'G .::!.... EN...I.1.........JID FOUNDATION SYS'I'EM FOUNDATIONWO~INC CO'ITAGE GROVE, OR ,97424 PHONE (541)942-3465 u.s" PATENT # 5,862,635' FommAnONWORJCS, lice. DRAWING NUMBIlR MFS-DF MODELPlt.. .:".:.MJlS.01F --- " ! r. --,' r, I r- I I i, I I I I ~ \\~ I I " '51>" 1'1.: f.,- '" I ~ IO'1J"" 1 ~ " l' fl> /,-'?c;~.L i , b~'v;.O't.. -'1' ,t! ..j.t.r t- _ \ -6 I I: 1..,..""- -.../ 9-&>'" c/'1JI'r' . , ~~ . t:JL.J. \. II ! , ,---, clt~ ; Wl~~I\Jf(,t-- I -L I 1 ..rll yP' I ld\I...:,~'I' I 1 ~ Iq' --.j ill g2 ~".I L . :.l --0 ~. I' ., ;;!f,.~ , ~ ~ ~r- - 1- lAb --- I , ! < , . l ! < g t' n t . < t . i o , ; J ! o . [ ,. " . " . }I../ . . 1 -.,. - --r ,'7, - - - - -, I I ' I I I I l 1 Zor I I I I -- I . : I ~:~::\~;'s(.\'\~~j :~t -- - ,- ~ .~.. - - -'. - . ....~-. :..7 _~ .'. '~rtl\tl'\ ::: =,: ::: ::: . ~'l0 ~ - ...... ..t!j." (,o':tc. :>lll~ c.,,/ (,0....1:><:" .. . .. . ... ....... ... . .. ... .. ..... .. ......... e.. ......... e... . .. .. .. . I Ii " , ~ > : . . .~ ;. ' " 1 - \----1:r- "X'I oR "lie'" SIMPSoN Hf);J. PI _L.--L -. EiJJJ/LL ""IlAO~ <r' "'''AA6E P~OIJT OeTI\IL. .... lJ. /\ -::>-<S:. .:>--<:: " x ~" X 10" GLuE LAM CIf""'~1. GUlE LAM INTO ;;1.)(.(;, STlACS "T7E GL.UE 1."/"1"--0 'f xl. f)oS'(5 WI rH S/l'1PSorJ l.:ll:>' L If POm MIN, ~ SJl'1fS.ofJ ST (...;>3 c... ..... B' . . .... ..... . . .... . . . . . ...... .. . . . ...... .. FAo/'JT G 1H:!.f16€"' W/lI.L ...... . . .. . . ...... . . . .... . . .. . . . . .. .. .. . ...... .... . . . .. . .... . ...... . . .... . . .... h" .. .. ...... SU) 11'1(" . ... . . . . . .... .. . ~" .~----- __ ]. PLYv.JoO/:) .sU8SIDINb ~oR. 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I b. 3) .'. .'. /fJ 5/8" II! :W I ALUM, CAP, 'OSHD R/W '.: !: Ii: A 285,00: LT 100.00' ...... .. I. ALL COMMON AREAS ARE A PRIVATE RECIPROCAL ACCESS EASEMENl AND A PRIVA1E UTILITY EASEMENT, AS WELL AS A PUBLIC UTILlIY.I'.^SEMEN1, IN PARI, AS SHOWN HEREON. .. . .. . . ~ THF MARGINS OF THE VA~A~~ ~1D"l1ip~I!!P~~:R~I': 14 ARE THE SAME AS THE MARGINS _ '" :.:- . '" ~~ ." \101 I'AIl~ 1\5 SHOWN HEREON ... . .. .'. ~'.' . . o o N 88003'19" W ~ . ~Ol'_ !l3&:' II~ ~~ II lfl "<:;;:- J( ~ 811 If J~~ ~ ~:?;I 11- ~~ ( I o lfl '" IJ1 0 ~ - II~ o~ ~II z N <T 15 5,595 SF N 88"03'19" W 98.15' 78023'07" E 16 6,017 SF N 35017'24" W 15.70' N 01056'41" E _ 7.00'- N 88003'19" W- 81.65' 26471~ - J_- t ~~ w U)o <- w. , LL ow Na:: NOTES o o lflW o lfl 18 5,500 SF " '<f" Ul ;0 71;tf - <T <T 0 o <D r') " <0 FD 5 WI /- OSHD .. STA L I I( : -