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HomeMy WebLinkAboutFOREST GLEN LOT 7 LEGAL.pdfTOWNOPVAIL 75 S.FRONTAGEROAD vArL. co 81657 970-479-2138 Fireplace lnformation; Restricted: Y ***rttirlt*'l**rt*|**r.**,t :t,tt***:t*****:**:*:l:trt Building----> S1,055.35 Job Address: 4475 GLEN FALLS LN VAIL Location.....: 4475 GLEN FALLS LANE ParcelNo...: 210112313007 ProjectNo tfdo *-orztr Status...: ISSUED Applied. . : 08/18/2004 Issued. .. : 08120/2004 Exoires . ..: 0211612005 #ofGas Lags: 0 #of Wood Pellet: 0 DEPARTMENT OF COMMI.INITY DEVELOPMENT ,tsl -a-o<l-^++ (-{\r-'A Lo1 I NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALTSFRBUILDPERMIT PCrMit #: 904-0216 6( -otgry Oh]NER RAD FOUR IJLC 0B/t8/2004 Phone: 228 BRIDGE ST VATL co 81657 License: CONTRACTOR Nett Design Construction 08/18/2004 Phone:P.O. Box 21?7 Vail, CO B1-6s8 I-,icense:290-B APPLICANT Nett Design ConstrucEion 08/18/2004 Phone: 9?0-476-5551 P.O. Box 2177 Vai1. CO 8l_5 5 8 License; Description: EXCAVATE CRAWL SPACE BELOW GRADE TO CONSTRUCT A RECREATTONAI., ROOM WITH AN 8' CEILING. Occupancy: R3 Single Family Residence TlpeConstruction: VN TypeVNon-Rated Valuation: S110,200.00 Add Sq Fil 1208 # ofGas Appliances: 0 Restuarant Plan Review-> 53 . 00 Clean-up D€posit------> 90.00 Total Caloulated Fees-> S3,032.33 FEE SUMMARY Plan Cbeck--> 5585.98 DRB Fee----------.>so. oo Additional Fces-----*>s0.00 s0.00 Investigation-> WllCall----> :t*t*t**.t,1:;'t**.t**:tI*rJ'ttt,t++,*r Approvals: S0.00 Recreation Fee-..*------> $1,208.00 Total Permit Fee-------> 53,032.33 $0.00 Payments---------> 53,032.33 TOTAL FEES-------> S3.032.33 BALANCE DUE----> Item: 05100 BUILDING DEPARTMENT 08/20/2004 JRM 12l03/2004.rRM Item: 05400 PLANNING DEPARTMENT 08/19/2004 14RG Item: 05600 FIRE DEPARTMEIIT rtem: 05500 PUBLIC WORKS Action: AP Action: AP REVISIONS APPROVED Action: AP See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS ,r"P*r*, completed an accurate plot.plan,I hereby acknowledge that I and state that all the infomration as required is conect. I agree to comply with the information and plot plan, to comply with all Town ordinances aod state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENry-FOIJR HOTJRS IN ADV BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM . 4 PM. OF OWNER ORCONTRACTORFOR HMSELF AND OWNER PAGE2 *'t*'*:**{'******+*******+*JF't,*d<*{.**'f:t,|.*{.**+:i***d.***:f****,t***!*******,}**'t*'**:t:F**!t**!**+'*:flt,t.|}*lt+|t|t.*l**** CONDITIONS OF APPROVAL Permit #: 804-0216 as of 1246-2004 Starus: ISSUED 't*'F**,r*i!t't*'t:t:F*:|.'t**+*!*'f!t***:t*,&**.*.:f'****,t:i**'f'*++:*,},t*************,k,.*d.********'**+**,N.*'}****:&l.*4.!}!***** Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 08/1812004 Applicanl Nett Design Construction Issued: 08/2012004 970-476-5551 ToExpire: 0211612005 Job Address: 4475 GLEN FALLS LN VAIL Location: 4475 GLEN FALLS LANE ParcelNo: 210112313007 Description: EXCAVATE CRAWL SPACEBELOW GRADETO CONSTRUCT A RECREATIONAL ROOM WITH AN 8'CEILING. ***r.,t *'*+*:t*'* *'* *** ******+**'t**!** *:r*r*:***,h:**!*'***+!F!*** conditions ***r*,t*!*,* ******!* *,f**,r:*,* ** **,t *,r<***,r.,**,*:t *,f *r.*** Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED To CHECKFOR CODE COMPLIANCE. Cond; 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER S8C,310.9.1 OF THE 1997 UBC. ****++*{.******+******+**********+**+*****+***'}****+**'}**************++*****f*+:f***ii*,******** TOWNOFVAIL, COLORADO Statement *+*******f+**'***'ft***********+*******+*****t***++****************+*******+********+********** Statement Number: R04000?223 Anount: $89.24 12/06/2Q04t2:31 pM PavmenE Method:Check l.nl-t: L'1' Notation: Ronald Riley / ck t2280 for 86.60. remainder cash i89.24 *********.******'lt *:!+**+*************+*********t***f****+***if,**+*jf*****,t*****1.***t(*******+*** ACCOTINT ITEM LIST: Account Code Current Pmts Permit No: ParceL No:Site Address : Location: This Payment: BP 00100003111100 PF 001000031-12300 Bo4-0216 2L07r23L3007 4475 GLEN FALI,S 447 5 GLEN FA],I,S Descript i on TYPE: ADD/ALT SFR BU]LD PERMIT LN VATI I-,ANE Total Fees: ?ota1 ALL Prnts: Balance : >t,vJz.55 +J, UJZ,.5J s0. 00 BUII-.,DING PERMTT FEES PLAN CHECK FEES l. bu UJ.b4 O e---/ O fi-,. .' ffi, AppLrcAloN wrLL Nor ee nMepreo rF rNcoMplErrEr,?l.rlilfll"6Oq -Oe, p T{(\\ ffi gto+zsi-ziasl nspections) -^- Ft'.t/ ' REVrsroN To rowN oF vArL BUTLDTNG pERMrr MWNOFYAIL 75 S. Frontage Rd. Vail, Colorado 81657 COMPLETE FO ERMIT F ****+***************************RO UTIN G INFORMATION FOR OFFICE USE O N Ly*"********:r*:l*****r***************a* BUILDING DEPARTMENT: ROUTED TO: TE ROUTED: PLANNING DEPARTMENT:o DRB REQUIRED: Y OR N nner Siqn-off: CONTRACTOR IN FORMATION General Contractor: I*+ |)nsq,^G"#J"-Town of Vail Reg. No.:'Bot1 -o2' t Contact and Phone #ts: '/ tl '>r2v,( 16//1 ttt (/7"'/? //3lL ATTENTION: Jll, CHr\RLlE, CREG. DORTS Contractor Signature: ...--za -)\ t-'e REVISED VALUATIONS FOR P Labor & Materials REVISED AMOUNT: $ELECTRICAL: $OTHER: $ PLUMBING: $MECHANICAL: $REVISEDTOTAL: $ /.3r a3 'or Parcet * C.ntac Parcel #zro I 123 13 oo ? Job Name: i(,(., 14r,(,f,;*JobAddress:q47{ L/r,, F,rl/s Lrne Legal Description Lot:B lock:Filing:Subdivision: owners Ntt"' l)^cl F*r-'I'.t Addressllvl'7t (,/ri, E".//t ( t, l/e,l Phonec/}u .j-gt (t/oc ArchrtecUDesigner:Address:Phone: Engineer.Address:Phone: REASON FoRREVlsloNS' j*,,a.- tu6-,, l(,\ t tr(i-lL t'tttty'vl<,-,?o,^1, C:\windows\Desklop\DFLORES INFO\Revised Btdg permit.doc _I-O_V-COM.DEV. EARTH FORM rH|6 SIDE $y.l -cLta AILEY RESIDENCE tAtL, CALffiO FA/NDATION tlEl4 FOlJllDArtON,^ALL PRILL c EPorf la -l 6RA)T *4 DqY15;S I o l|6" oc. I 6" PENETRATIoN 12' *4 c 16'O.C. *4 0 lo, Q.c, 2 *5 clo/tlT. TOP ' WT r" NEh.I 4" gLAB 4n 2 TE @NT, CTION tr rF. if:;FffF'* i ( ,/,t \ cc..riaad. .l!'?rttg t ,I V,/ I 1wrr, otala r5t{ l_g r'Ol.'ta 'tna .'to-.ltat ?.r TOWNOF VAIL 75 S.FRONTAGEROAD VAIL. CO 81657 970-479-2138 O DEPARTMENToF..MMUNITY?EVEL.PMENT 50.00 Recreation Fe€---*-*--> 51,208.00 Total Permit Fee-----> 52,943.09 50.00 Paymens------------> 52,943.09 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TMES ADD/ALTSFRBUILDPERMIT PCIMit #: B,04-0216 Job Address: 4475 GLEN FALLS LN VAIL Status . . . : ISSUED Location.....: 4475 GLEN FALLS LANE Applied . . : 08/18/2004 ParcelNo...: 210112313007 Issued. .. : 08/20/2004 ProjectNo t PF,J o4 - O>7g Expires...: 02/16/2005 OWNER RAD FOUR LLC 08/18/2004 Phone: 228 BRIDGE ST VATL co 81-657 License: CONIFACTOR Nett Design Construction 08/L8/2004 Phone:P.O. Box 21'17 Vai1, CO B l_65 8 License:290-B APPLICANT Nett Design Const.ructj-on 08/18/2004 Phone: 970-475-5551-P.O. Box 2177 Vail, CO 81658 L,icense: Description: EXCAVATE CRAWL SPACE BEiJOW GRADE TO CONSTRUCT A RECREATIONAL ROOM WITH AN 8' CEILING. Occupancy: R3 Single Family Reside,nce TypeConstruction: VN TypeVNon-Rated Valuation: $110,000.00 Add Sq Ft 1208 FieDlace InfomatioD: Restricted: Y # ofcas Appliances: 0 # of Gas l,ogs: 0 # of Wood Pellet: 0 ttt,l*,t,*.t:*'**rt:l*tt,t,trt***l*rt*:l****,1,1't,lttlt't+:l.t*:i**'t*tr,lti.***{rt.}'l**attt,}*i FEE SIJMMARY Building-----> S1, 049 . 75 Restuarznt PIan Revi€w-> PlanCheck:-> $68?.34 DRB Fee------------> $0. 00 Total Calculat€d Fees--> 52,943 .09 S0 . 00 Additional Fe€s-*--->s0.00 Investigation-> Will Call---->$3 . 00 Cl€an-up D@sit------> TOTAL FEES-------> 52.943.09 BALANCE DUE------>s0.00 Approvals: Itern: 051-00 BUILDING DEPARIMENT 08/20l2004JRM Ttem: 05400 PLANNfNG DEPARTMENT 08/19/2004 NIFiG 'em: 05500 FIRE DEPARTMEIIT "n: 05500 PUBIJfC WORKS Action: AP Action: AP : 2 of this Document for any conditions that may apply to this pe'nnit. DECLARATIONS t "u. ,.uO #upplication, frlled out in full the information required, completed an accuate plot plan,lherebyacknowledgethatlhavereadm?upptl.ution,filledoutinfullthetror*",-Q---:--r ----,.^r-- and state that all the information as required is correct. I agree to comply with the inforrnation and plot plan, to comply with all Town ordinances and state laws, and to build this stuctttre according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. OF OWNER ORCONTRACTORFORHIMSELF AND OWNER PAGE 2 ******!i**+***,t:t*'i*'**,t*'t,t*'f,t**'i*+!t'f*:t*:*,***,t:8**,i,t'f,f*,t***+++*****'i,t,*,**Jt,|.,*******+'f*+{.*,F*{.*'F:f*{.*:}***++****** CONDITIONS OF APPROVAL Permit#: 804-0216 asof08-20-2004 Status: ISSUED ************,*,k******t**+*+*+*'** ***,|:*:t*'8!t *'f !t* * + + + + * l. * 'l 't * * * '* * '| *'*,r ** *'t * + + !* * * 'lr:* * *:t't 't,t * * * !*:* * *:t + * * !t 'i'tr!i**,**!t**:t* Permit Type: ADD/ALT SFR BUILD PERMIT Applied: 08/18/2004 Applicant Nett Design Consfuction Issued: 08/2O1ZOO4 970-476-5551 To Expire: 02/16/2005 Job Address: 4475 GLEN FALLS LN VAIL Location: 4475 GLEN FALLS LANE ParcelNo: 210112313007 Description: EXCAVATE CRAWL SPACE BELOWGRADE TO CONSTRUCTA RECREATIONAL ROOM WITH AN 8'CEILING. ****+'t't**'*:**'.'*'*,}*'|.:***'*tt++!F:i*{.****************!t****Conditions****!t*'t!**'t!t**|t,|*!*'t+*'}***'|t*{.**{.*,*'t***:t|}*,*l.** Cond: 12 (BLDG.): FIELD INSPECTIONS AREREQUIRED TO CHECKFORCODE COMPLIANCE. Cond: 16 (BLDG.): SMOKE DETECTORS ARE REQUIRED IN ALL BEDROOMS AND EVERY STORY AS PER SEC,31O.9.I OF THE 1997 UBC, + +*!t* **t****+*++**********f t++ +*+**i.*f,****++*.**+*+*****++t*,t**t*,$**+*** ****** +*++ +* *f ** * *,$** TOWNOFVAIL, COLORADO Statement **'****** **** ++*** +***+*****+******** **+++*** ***t***+++**+**** * *+*+*** **f **t++*****i*'r**t+*** Statement Number: R040006460 Amount: Palment. Method: Check Construction Inc, 23 53 i2,943.09 08/20/200409:42 AM Init: DDG NotaEion: NeCt Desiqns Permi t No: Parcel No:Site Address : Location: Thi s Pa)rment : Bp 001_000031-11_100 PF 001000031_12300 RF 11100003l-12700 wc 001000031_12800 804-0216 210112313007 4475 GLEN FAL]-,S 44?5 GLEN FALI,S T\pe: ADD,IALT SFR BUTLD PERMIT LN VAIL LANE Total Fees: TOTA1 A]JL PNES : Balance: $2, 943 .09 s2 , 943 .09 $0. 00 52 ,943 .09 *** * *******+ * ******** *+*+**** ** ***+* +* * ****t**++++*+ * *****+*+*+***'****++*+** ** ** * ++*** ***** + ACCOLINT ITEM LIST: Account Code Descripti on Current Pmts BUILDING PERMIT FEES PLAN CHECK FEES RECREATION FEES WILI, CALL INSPECTION FEE 1, 049 .75 oatz . Jq 1,,2O8.00 3 .00 APPLICATIO o N WILL NOT BE ACCEPTED IF TNCOMPLETE OR z?v3 { Project #: tl q4-oz?8 IVILI _ Building Permit#: 1 97 0 47 9 -21 49 ( | n s pectiolnE; b MWNOFYAIL 75 S. Frontage Rd. Vail, Colorado 81G57 rrEtF_ etc.! CONTRACTOR INFORMATION 1-T 2os,el,s Town of Vail RegL l.lo-fu,r"tand PhonE?d I 6o 3, rnc,te-iT 9a- 6S-CS Email address: qo_upLffiUAMNS FOR BUILDING pERMtr BUILDING $ /0.f, AO O Labor & Materials ELECTRTCAL: $ {OCtO , g, 11 OTHER: $ PLUMB|NG: $ ---MECHANICAL: $rqklJ.Cr .Coo.oa 2/Cl t2-3i3ca7 tLfY K U<,, t-,€,JC-t '{ 73- 6, c- fr.rs l+,,tr. Subdivision: Fcr,o_tsr 6.e, S,tess: ad 1.- ,..t I /5 (,L.-p f4,,. Addressrtl 3 l_-a1rr""ne: 1/4 - zl za Detailed description-iworlc {rr+",oa- 5io,,' Work Class: New ( ) Addition ( )RemodelX) Repair( ) Demo( ) Other( ) Work Type: Interior 6<J Exterior 1 I S"tn f I Does an EHU exist at this location: yes ( ) N" kt Type of Bldg.: Singte-famity f() Two_family ( )Multi-family ( ) Commerciat ( ) Restaurant ( ) Other (l No. of Existing Dwelling Units in this buildino:No. of Accommodation Units in this buildino: Notryp" of Fir"plr. , ptt WooOlpellet ( ) Wood Burni Does a Fire Alatm E ist System Exi 191 Parcel # Contact E,AssessqE_gffce af 970-329-g640 or visit ***t********************l************* F O R OFFICE USE O N LY*****r**tt**************************** | ??fg Fees: DRB Fees:nner \\VAiI\dAtA\CdEV\FORMS\PERMITS\BLDGPERM.DOC 07t26t2002 o Town of Vail OFFICfr CIIPY po(-oub 4-l/2' O x 4" EXPANSION BOLT9 PL 3/4"xOxO'-O" gTEEL PIPE COLUMN 3/4" NON-SHRINK 6ROUT CONCRETE FOOTINO ELEVATION D=TAIL A *-lrJ.-E 2"=l''O" RILEY REgIDENCE REIiODEL LOI1, FOREgT 6LEN VAIL,COLORAPo PLAN 6-t'J,#,gD $J--t'e''P :> 14965 J: :- ll"T;-- llfl t - b*t -',t,"-'w,t^" ll Wl@ffi*,"t I"IIDE FLANeE tsEAM 4 t/2" 4-?b'O N25 J A \u hxo- x r,-oo STEEL PIPE COLUMN V+" WO STIFFENER D=TA|L 3 %ALE71"=l'-Ou ffi1,1."fi.0 ' qit€ t4e6s 3i r f) a.'0 Io:.t..r.r-r "'+Zo,vl'-\ bogl. .lgl{t.-lng, hc, l{ll .. .adou *.ac.tc.4 .+a??lr€ *,L vatl, alaa& Cb;1 ?,flot11J.2f1o 413-lt3tt itx RILEY RE9IDENCE REI1ODEL LOl 1, FOREgT 6LEN VAIL, COLORADO Et'l+Ttr\ta t^ltna fAil4& aEA;iH (avb Furqi- b*to &F{'1 ,H€t{ Yr"t: VouN ta Nl /l-- tr--i d RILEY REgIDENCE REI'1ODEL LOf 1, FOREgT GLEN VAIL, COLORADO L a- - I Y bnt- w,l 4'b")g'{*Wb wxde a-,AlFSli"$6 +1*aavV- € eu{-68a, 6 * o AF,tUfStHc'i a*,P-t4u( VpYg i: I p"sf {vl.a 6oa p:iv,t wwoY_. AVIDF ttJeTfw SwoFsila WtoS* To psMayltlq VrtgTr*(1 Fer'Tl*q b .dtuHt+ t VtolA $Ad F*vg 1D 6r+g,V l+ ha{r &V fop,a FgFpVrN"4 afro?lrn,q . TvVlfoYt' *loW PwlPt;6Fl e rrAll ffitffi ffilV){ffir,xil xl a tyl a I vYt51tfrq ? t?t c"utltll4 Vv14rta @o1fira ? tl 'TevtwwtLt n"+ tsPlilaIPttg n t4a col^ul Htl :'3i ror..'"?: brteffie Gf? C"tfT ffil'#*% 6ENEF?.AL NOTES thls slrvct^ne lwg been d6slg ed lo meeL lha reqvlrements of th€ 144'1 thlform g.tlldlng code ^llh aT'andmanls a. ado?lod { the Tonn of Voll. All omll slot'ts or ocffillote belneen varlous ola'nenls of tha norktng drdnlnge ad/o speclllcaltcnls gholl b6 Wovght Lo tha allenllon of the glrvchral hlglt\eer balqe p?ocaedltE nlth ong 9{.orq go hvolvad. tho aaneral Conlracbor shall vartfg all dvnotr€,lone and oo dlLlonE aI tha )& elto qd shall b6 reeponelble lor lha maans, malhods, lechnlqvee, eeqve ces and procedvres assoclalpd v{lt}r thlg fo)ecL Fwlhormoro, ha sholl be rosponelble lor coordlnallo ot oll v{ork and materlals lncludlng Lhogo lvr1rtlshed hg svboonlrachore, the Slrvclvral Englnaar ehall b oonLactod drrlng lha conelrlcllon /vee lo maka the )& elbe l(F?eotlons neceswg to conllrm lhat Iha actval lleld cot:d,lllone ore oonglslanet nlth tha dfilEn asslurrp.llone drfr Ihol lhe conetrvcllot\ ls ?roceedtng acoordtrg lo lhe Vlals ard s?eclllcatlone, Llve Lo& Usad ln DeglEn' Rool AO Pef Floors 40 Pst Decke IOO Pet E*lhqvake Zone I lW htlnd OO @lExPowe E fhe fo{ndatloft &slEn for thls reel&noe B b@ed Won %lli Report No. q5-241 prapared U! Koechlen OoM)llft1€ Engtneers on ae.?tefibar b, 9q5, the aonoral Oonlractor ghovld revlen lhe %lls fug,lneor's reporl and follon lt5' .ecdfi andallone lor axoqvallon, backtlllt g, {adlng ad dalnage sgsbems, ffilteTrB f 'lx;, RILEY REgIDENCE REIIODEL LOT 1, FOREST CLEN VAIL, C,OLQRAP() bogl. cl€h-h€, ha '4et a" r!,cta,It A.qqactA .I|,??.rE q*e vall, @lae& l,'.rl tlotlfi-?no 11/,-1,ojt rt, 3?ECIFICATIONg All concrale to atlaln a coryresslve otrengLh o| SOOO Psl l^ 2b da95' All ralnlarclng bars to be Orade 60' All staal pl?a oolvmns sholl conlofin to ASTM A53, Tgpe E ?oclllcallons' Af l r'raf l lranlng lumbar to be *2 Ham'Flr or beller. ffiT'frg,-'6\'a t4965 ;:. - .r. 4i^ bagl,-Eht,.W,hc" 149 .. natdou a.ao.*atd. @?*E *nJ v.tl, @lor.& clerl 11?.t1L-2na 11b-191 ' (tr RILEY RE9IDEIICE REHoDEL LOJ 1, FOREgT GLEN VAIL, C.OLORADO Ji.' lrl44 1E:14 38-:9898284 !,NECHLiII'I ENG]I.]EERS PrlG: E2 AVAN (303) 949-6009 (303) 949.922s FAX Randy Nicholson Elk Rdgc Desigrt Buildcrs P.O. Box 2382 Fort Collin.r. CO t0522 Subjecr; SubsurfaceCondiriors Town of Vaif OFFfr+* *OPY €ecnlein consu ttinf,Engi neers Consulting Geotechnical Engineers 12354 W. Alamcda Pkwy . Suile 130 r Lakewood, CO 80228 MArN OFFTCE (s03)989 1223 (303) 989.0204 FAX puryose of thir letret is to prc:tent tr.y observahons, conclusions, and reconmendations for cnnstruction of tbundations. At tha tim€ of my site visit the excalation had been started for conslntctlon of the rffidence. tvoody Lnttntan of Anow Excavating wa6 at rhq sit6, The she wat lccatcd a{iacrnt to an cxisriag manmade berm trat aPPearEd to have been construcled for an svalanchc chute. The top of the heml appear ed to be epproxim8tely lJ feet above rhe siE gr$de turd nbout ?5 feei aboye the culde-sac rord surface *rade. The. ':Kcayation was on thc \ryest sidc ofthis manmadc berm. u'oody Lottman cxc&vatcd E teit pit $'ilh a backJioe at dre north cnd of rhe residensc snci a t€st D't at the south end ofthe residence. ln atl opinicn. the scils exposed rn the excavarloo urd test phs wer a loose manmads fill Thc fill consisted ef a bro\r'n, black, silj sand with clbblcs, b<rulders, and organics The ftll extended to a dePth of appro,tirnattly.l -s to 20 leet in rhe north test pit and approximately t-o a depth of l2 feer ln the souLh rest plt. rhc soii beneath the fill was a natrrrai soil coriiisring of i silty, ciayey,gravclly. sand ln my opinion, tbe lorrse fill rr,ill not safely support a soread footrng foundatron brcaq5s th, till eill sotrle whEn it becomes wet The sftuctute needs to be supponeC by the ulderlylng narursl sollr crr ,;r properly tonpacted fill, Cons',llctiorl of cotlpldtrd t'ill rvould requrre iemoval of the existing loose fill rlr expose the narural soils. The resuhing excavaiion would nesd to be backfilleri with cimpacted fill rhc compacted fill would need to c,rnsi$t ofan inported granular soil, Due lo the organics t:ound hr rhe loosr rnanmade fill I do nor believe ;r tr possibte to us6 the exirting mareriai. Th" comp""t"d lilt should be Placed in thin loosc lifts, moisturc conciitioned to within 2 peicent of the optirnum moisture conent and conipacted to at least 98 percent ofthe standard proctor muximun dry density (ASTM D_69g). The othcr possihle methads for construction of foundations that d, not require removar of the existing fi are: l) Conpaction Grouting of thc eristing lome fill, 3) Minnic pilcs supponeC b1,thc unrtcrlying natural soils. 3) Helioel steel piers, 4) Drilletl piers, and 5i Driven piles. Due to th; bo'jl,lcrs ior,nd in the existing flll sclls, I onticlpate rhat driven piles, drilled piers and helical piers would be difficult to install, The cornpaction grouting r;rd minnie prlcs are pLrssitrle hecause ihe]'are installed wilh a dlill thal cuts SILVERT,HOFNF (303) 468-6933 (303) 468-6939 FAX Scptcmbcr 6, 1995 o q.{*PE# # }rs*S 3039 I{OECHLE ]N Randy Nlcbolson Scptember 6, 1995 Page 2 through soil ud rock. The cost of all *re methods should be evaluated er well ss fte ri.ne needed to peIforft the work. I appreciate thc opportunity to Provide this servlce. If I crn be of funher service, plerse conract me. Srncorely, KOECHLEIN Cor\ISULTINC ENG INEERS William H Koechlein. P,E. Presidcnt BSE204 o ENqINEEPS o PAGE A3 KOECHLEIN ENGINEERS __o ltKO -7 /2484 t40 t6:14 383S89A204 MOISTUBE CONTENT % Somple Description $AND an\i cRAvEL, s11r?, ct ayFy t-HuE-B4 ECHLEIN OON$ULTI E NGINEERS NG CUFVE NUMBEF MAXIUUM ORY I DENSI ?8,2 OPTIMUM MOISTURE CONT€NT _ _7..?^ Vo onv WEIGHT (J I l- rOO v, ul 7 (f gs a5 LIOUIO LIMIT PLASTICIW 23 INoEK *, 7 o/o ak 7o saND- 38, ,Vo SILT AffD QLAY 77 o1o \".\s \o* (,1 L 72 \al \'.1 \.t Locotion On-Site GRAVEL Compocl;on Teal Procedurg -st rlri- r,J pt:r1r} or A iljl{ n-6an _ Ma+\^.r .^ - .l(.its 11|o. 06-02e GOMPACTION TEST RESULTS l,',r2Ptu 16: L4 1?5 3E39S9B?A4 HI]ECHLEIN ENGINEERS o PAqE O5 KOECH,LEIN CONSULTING ENGINEERS PRO.jE{;T Riley ReBjtltancE * IURVE |,i{JMBEF DATI 10./14/96 MAXIMUM O8Y DEIISIIr -L.f iFTIi/UM MC1STUFE COHTENT lc.3 OF1'WEIGHI A -e't v \ ! -C1 "i'i''rl %''] ,fr MOISTURT CONTTNT % Soi'nple Descripiion ,-!aNr, Sittv, tgqvet Lc+otion on-sli.g9,*_ uQuro LiMrT ______lc* z F{.ASTTCTTY lNfirx o 95 6RAVET_ 19, ir SAND 48- z SILT Af.ID CLAY *. 33 %Ccrtrpoction'[est P roce dr-, re JoB NO, 96-OEC COMPACTION TEST RESULTS PA6E 86 INEERS o KOECHLEII.I ENG B'j8?84 o . l/'l0rl4 1.6 i 14 .EE? ,E€ -8=ff.98 ;E ;E E;F fiE HJ5 3E# !e i:R:Pri E; €g Bba E.E -Ea IeE EE sb Er4 s'a o E rg; Fs EH E-E'E Ar c-E .e* uF +;gEfi" 9F ;E g*f A EE *t ?pEhS Es -s FgCF E'E l:E EE€'H ub EE Eg€e EE Eg ;aEf; *E E;i'isb ^q: E;s?iE H{ ;s e'E r'a g; f.. 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'5 7z &-r n-: 3s t: Z, c,l c F L I a 7 € E 't 0 ri t- U D'F.I E H$u,5 E: oE €E iE o I EE ort i-E lti (,. Eg JA o! :l q-EI !al .cr EL EE .{.e EE 3.8 aa zz EE ail .* .* g€$ {;C. gI !E Ir: iI -rs ti :'r F! €!rt! XE p€ Ee :il r!4 .Exg !I-€ ,T : T E r!t Fi r E: E XEE I!3 EE E ECE E et ggt !E A g.! I *F f,uE E.!,8 EEs u x E t ! x 6 I F I 11 5 I I Project Name: RAD FOUR ADDnON Project Description: Participants: P.O. Box2177 Vail, CO 81658 License: 290-8 ProjectAddresst 4475 GLEN FALLS LN VAIL 4475 GLEN FALLS I.ANE Legal Descriptlon: Lot:7 Block: Subdivision: FORESTGLEN Parcel Number: 210112313007 Comments: See conditions Design Review Board ACTION FORM Deparbnent of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2L39 fax: 970.479.2452 web: www.ci.vail.co.us Location: ,r-# DRB Number: DRB040363 EXCAVATE CRAWL SPACE BELOW GMDE TO CONSTRUCT A RECREATIONAL ROOM WITH AN 8' CEIUNG. OWNER RAD FOUR LLC 228 BRIDGE ST VAIL co 816s7 License: 0712912004 Phone: APPLICANT Nett Design Construction 0712912004 Phone: 970475-5551 P,O. Box2L77 Vail, CO 81658 License: COI,ITRACTOR Nett Design Construction 0712912004 Phone; Motion By: Second By: Vote: Conditions: BOARD/STAFF ACTION Action: APPROVED Date of ApprcYah 08/16/2004 Cond:8 (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond:0 (PI-AN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 oo DRB approval shall not become valid for 20 days following the date of approval. Cond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursud toward completion. Cond: CON0006615 That the applicant performs no exterior modifications to the structure without further DRB approval. Cond: CON0006616 That the applicant provides a construction staging plan to TOV at building permit application. Cond: CON0006617 That the proposal meets all requirements (egress) of the building code prior to submittal of a building permit, Planner; Matt Gennett DRB Fee Paid: S3OO.0O tl o Team Questions? Call the Building at 479-2325 IOlt\I Depaftment of Community Development Project Name: R r t;Y Sss,rlr-'., o t ProjectAddress: 4t!7{' 6r.rn, 8 .., /n-r= , ,'*rt ,' u r' This Checklist must be amoleted before a Building Permit appliation is acEDted. q/ All pages of application is complete l/tt { nas DRB approval obtained (if required) Provide a copy of approval form illa ,C-andominium Association letter of approval attached if project is a Multi-Family complex / Complete site plan submitted Nha Public Way Permit application included if applicable (refer to Public Work checklist) y/to Staging plan included (refer to Public Works checklist) No dumoster,oarkino or material storaoe ' allowed on roadwavs and shoulders without written aoorovat il/n Asbestos test and results submitted if demolition is occurring u/h ,Architect stamp and signature (All Commercial and Multi family) d Full floor plans including building sections and elevations(S sets of plans for Multi-Family and Commercial Buildings) illrs window and door schedule .d full structural plans, including design criteria (i.e.loads) D/ Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) ,{F a Soils Repoft must be submitted prior to footing inspection /e o Fire resistive assemblies specified and penetrations indicated ,l ll o Smoke detectors shown on ptans dl'" Types and quantity of fireplaces shown Applicant's Signature: Date of sub \Wail\data\cdev\FORMS\PERMITS\BLDGPERM.DOC neceived Fi:l 8'( r: 6Y 04to2t2003 BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Depaftment, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this depaftment to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame, I also understand that if the permit is not picked up by the explration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed tooy: B -i7 5,,-o,*n-/t/orl- /rstcu,,s (n);rrzucro-g* Signature i?rte. T !-9r*a-o""-/, oate, 7/ 28,/u 4 Project Name: F: everyone/forms/bldperm3 o WHEN A "PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT": Is this a new residence?YES NO r/ o o o LI tJ Does demolition work being performed public property?YES Is any utility work needed? YES Is the driveway being repaved? *or,rfij:2rf the Risht-of-way, easemenG or YES No-{ NO Is a different access needed to the site other than the existing driveway? YES NO Is any drainage work being done that affects the Right-of-Way, easements, or public property? YES NO t ,/'-----v- Is a "Revocable Right-of-Way Permit" required? YES NO Is the Right-of-Way, easements or public property to be used for staging, parking or fencing? YES NO v/ lf answer is NO, is a pa;king, staging or fencing plan required by Public Works?YES NO V. If you answered YES to any of these questions, a "Public Way Permit" must be obtained. "Public Way Permit" applications may be obtained at the Public Work's office or at Community Development (a sample is attached). If you have any questions please call Leonard Sandoval in Public Works at 479-2198. I HAVE READ AND ANSWERED ALL THE ABOVE OUESTIONS, Contractor Signature n Job or Project Name: K r rl- Date Signed: r a fic'r -?e Company Name F :/everyone/forms/bldperm4 Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOSITS ON PUBLIC WAYS PROHIBITED [/ Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or deposit, or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any other debris or material upon any street, sidewalk, alley or public place, or any portion thereof. 6 Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice within the period of time herein specified, the Director of Public Works, or other authorized agent, may cause any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed from any street or alley at the expense of the notified. o/ Summons and Penalty: As an alternative to the notice for removal provided in subsection I above, any person who violates or causes another to violate the same, may be issued a summons to appear before the Municipal Court of the Town for said violations, and upon being found guilty of a violation hereunder be punished as provided in Section 1-4-1 of this code. Q/ trtotice and Penalty: It is unlaMul for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection B hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-4-1 of this Code. (1997 Code: Ordinance 6 (1979). CODES 7-3A-1 AND 7-3A-3T PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED d No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper street or highway maintenance. (Ord. 2(1968) g 1) (/ Whenever any police officer finds a vehicle attended or unaftended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of Wventy four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1L02, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) g 3: Ord. 28(1981) 5 1) I have read and will cornply with the above code provisions: 4 I /3 r i,;!.t11 position or Rcf ationship to projcct: ( g lfea clal=- Signature F :/evcry(nc/lbrnls/bldpcrnrT TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 816s7 970-4'79-2138 Job Address: 4475 GLEN FALLS Location.....: 4475 GLEN FALLS ParcelNo...: 210112313007 Project No t Prto4 -o>7t J OWNER RAD FOUR LLC 228 BRTDGE ST VAII,co 81557 License: CONTRACTOR AVALANCHE ELECTRIC CORP P O BOX 2715 DILLON, CO 80435 License:188-E APPLTCANT AVALANCHE ELECTR]C CORP P O BOX 2715 DILLON, CO 80435 License:188-E Llectrical---------> DRB Fee-----> Investigation----> Will Clall-----> TOTAL |T[ES-> #*rru*r oF coMMrrNrrv orvs,-ollENr NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTzuCAL PERMIT Permit #: Status . . Applied.. Issued. Expires . Phone: LN VAIL LANE E04-0258 6o{'o++t' .: ISSUED . : ll/0912004 . : 1l/10/2004 .: 05/0912005 r1/09/2004 1.1./09/2004 Phone: 970-468-0249 II/09/2004 Phone: 910-468-0249 Desciption: WIRING FOR BASEMENT ADDITION Valuation: 56,000.00 s108.00 $0.00 s0.00 s3.00 s111.00 s0.00 'Iotal Calculated Fees--> Additional Fees-----> Total Permit Fee----> Payments---------------> BALANCE DUE..._.-.> Approvals: It,CM: O6OOO ELECTRICAL DEPARTMENT 1,r / 09 / 2004 JS Action: AP Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond:12 -(-"*P.9;l-;..11-lk?-.II:lgq:*.9$--l5*T..T.l9J.1l|l.Jlg.S,tlP.c5--T-9I-.99P*.T--g9lu,.l.llTI9*;***********.**." DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. '479-2149 OR A I CU JB OFFICE FROM 8:00 AM - 4 PM.,/'/.i----.-<7.<__- SIGNATIJRE OF OWNER OR CONTRACTORFOR HMSELF AND OWNER ,t*+ * * t** * *+*+*** * **1.*** * * * i*+** * * ******+ *tt** *'r* ***+* *** +** ****+* ***** *'**** *+*+******* ***++ * * TOWNOFVAIL, COLORADO Statement *:*****+*** * *** *** ** * * ****'t******+***+* ***{.**+*****+ ** *'}***+ +**********+ ***** ***{.* +* ****{'1.*'r* Statement Number: R040007097 Amount: $111.00 lI/LO/2OO4AB:11 AM Pa\rment. Method; Check Construction 2428 Init: DDG Notation: Net. Designs Permit No: Parcef No: Site Address : Location: This Payment: EP 00r.000031,11100 wc 00100003112800 E04-0258 2I01-1-2313007 4475 GLEN FA]-,,LS 447 5 GI-,EN FALLS $1_11_.00 T14>e: ELECTRICAL PERMTT LN VAfL I.,,ANE Total Fees: Total ALI-, Pmts : Balance : $111.00 (111 nn s0.00 ***** *+** * *** * *+,1*,! ** ****+*+ +**:l't**'f** *++,t*+* **.**** ****+********+ ****,* * * **+ +** !* * * * **+* +**,ft*{. ACCOUNT ITEM LIST; Account Code Deseript. ion Current. Pmts TEMPORARY POWER PERMITS WTI,L CALL INSPECTTON FEE l-08.00 3.00 Y,2AaAY AVRLRNCHE ELECTRIC APPUCATIOOILI NOT EE AICCEPTED XF TNCOMPI*#1*"-'" PA+qV -O',2S Buifding Permit #z 6 Q/; aHA- ^Electrical Pemit#: 'oY -o" s j JA 970-479-2t49 75 S. Frortage Rd. Vail, Colorado COMPLETE sQ, FEET FOR trEW BUILDS an{ Valunnons FoR ArL oTt{ERs (labor & Marerlals) ll/ --LLL **f* G* ** *r**** ***r ** *** * * t**** * **** r***FoR OSFICE USE ONLV***4-l* *******l}r*** N0.545 P.1,/? -HEEEIVED NtiV r:i 1 TOV-COM.DEV. Phone #'si fio-lQtaaYT AMOUNT OF SQ FT IN fiRUCIURE;ELECTRICALVALUATIONT $ beO. eO Cpltact hgle CounU Astrstr,ts Otr@ et 9.or for #earce,* 2l(t t l AS t lo t"'"' R I ., Ad&,|*', a- I I robAddress; ,lqzt /n, F"/b L*g Legal DescripUon Lot:Block: I Filirlg:Subdivision: ownersName: tkt&HdAMdress: u1fj 6fiffiffi Engineer: /Ttuo{urrut.(- llMdress:Phone: Detailed descrlption of work: t,tt F/cofrucn/ tz'ttrznr z .t/-.2 ', t U.+g'Wcl' i A//,'h;," WorkClass: New() AddtUongq Remodel( ) Repair( ) TempPower( ) Other( ) WorkType: Intertor PQ Exterior ( ) Both ( )l Does an EHU exislatthis locauon: Yes ( ) No ( ) TVpeof Bldg.: Slnel+hmilylQ Duplo<( ) MulU-famlly() Commercial ( ) Resburant( ) O&er( ) No. of Existing Dwelling Unlb in this building; I No, of Accommodation Unils in thls building: Is this oermit for a hot tub: Yes ( ) No (l) Does a Fire Alam B<ist Yes ( { No ( )ooesE Fire Sprinkler system Exlsil Yes ( ) No (lg) $VsiMrts\cdcf,\FoRMS\PFR Mll'.S\El,F:CPFR M.nOC NOV. 9.2AA4 rL|A?An ruril rj tn mutU+imily dwelling Uni$, no elechical Wirlngl0r feeder Cables Snall pass rom one unrr to ctruurtrr walls and spaces are iccepted' i o rrirq fuOiu (iromexl ts not anowed in commercialiUuitUtngs of structyes exceeding three (3) storles' J ruo ,r" of ilumtnum wire smaller than size #8 !{il| be permitbd wlth the Town of Vail' I have read and understand the above. AVALANCHE o ELECTRIC N0.545 P.?/? o All inshallations of o<tefior hoi iubs or spa's rhquire a.DRB approval ftom planning. This applicauon will - not be accepted without a copy of the DRB Hpproval form at6ched (if appticable).il q ff this perm'tt is ior installation of an exteriofrhot tub or.spa on a new elevated platform or deck over 30" abbve grade, you must also obtaln a br.iifdlng permit' I u if this permlt is for installaflon of an exteriorilhot tub or.spa on any o<isung deck or elevated platform, a structurat engineer must review tne exijting condftion.and.veriff ttrit u will support the added concentrated toao. piejss provlde a copy Ji trre struaural engineers wet stamped letter or drawing with this aPPlication. i o lf this is a remodet in a multt.family buildlnfi with a homeowners association, a letter of permlssion - from the association is required i o If this permit is for a commercial space, tu/i (2) seE of stamPed drawings are required. I' If you have any questions regarding thdlabove inftrmation or have additional questlons, ;iJ.* iontaa irti rown Jrva-il Ercclrrcaf ilnsPector a!lT,A2'?!!f'Ll"-i:tl-tffiiti:: i#ilffiu.rJiv, mursday and Frirtay,mornings between the hourc of gam and 9am. You mai afso feaye a voice mail and the insp?5tor will call you back. Date Signed TOWN OF VAIL 75 S. FRONTAGEROAD VAIL. CO 81657 970-479-2138 Qrn*rr"o,r oF coMMU"rr" oru?opMENr NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M05-0007 Goq-o? tG Job Address: ,1475 GLEN FALLS LN VAIL Srarus . . . : ISSUED Location.....: 4475 GLEN FALLS LANE Applied . . : 0tlt2l2Cf,6 Parcel No...: 2l0ll23l3007 Issued . . : 02l07l2ms ProjectNo: pqto\-o1t& Expires..: 08/06/2005 ot\tNER RAD FOUR rrrJc 0I/L2/2005 phone: 228 BRIDGE ST VAII, co 81557 Li-cense: CoNIRACTOR PITITMBING SYSTEMS, INC. Ot/12/2005 phone: 970-390-7763 P.O. Box 3 879 1058 Wildwood, #2 Avon, CO 81520 Iricense: 236-M APPITICANT PLIIMBING SYSTEMS, INC. O!/!2/200s phone: 970-390-7763 P.O. Box 3879 1-068 Wildwood, #2 Avon, CO 8162 0 License: 236-Vl Desciption: INSTALL A HEAT RECOVERY VENTILATOR Valuation: $2,500.00 IlTtll*lf-"*x1;*********xr*lt*"**********J******----------f-:lf"#go3ffiofly # orcas Logs: 0 # or wood Pellet: 0 Mechanical-- > Plan Check-- > Invesdgation- > Will Call----- > $50 . 00 Restuarant Plan Review- > S15.00 DRB Fe€---------------------> $o. oo TOTAL FEES----> s3.00 S0.00 Total Calculat€d Fees-- > so. oo Additional Fees------- > g78. oo Total Permit Fe€----- > Payments---------- > BALANCE DUE-.-..... > $78.00 s0.00 $78.00 $?8 - 00 s0-00 ot/3L/2OOs eCD Item: 05600 FIRE DEPARTMENT Item3 05100 BUII-,DING DEPARTMENT Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIAI{CE' Cond: 23 (BI.,DG. ) : INSTAI.I,ATION MUST CONFORM TO MANUFACTTJRES INSTRUCTIONS A}ID TO CIIAPTER 10 oF THE 1"997 I,MC, CHAPTER 10 OF THE 1997 rMC. Cond: 29 (BIrDG.): ACCESS TO HEjATING EQUIPMENT MUST COMPLY WITH CHAPTER 3 AND S8C.1017 OF THE ]-997 TIMC AND CHAPTER 3 OF THE 1997 IMC. Cond: 32 (BI,DG. ) : PERMIT, PI,ANS AND CODE ANAI,YSIS MUST BE POSTED IN MECHANICAI. ROOM PRIOR TO AII INSPECTION REQI'EST. Cond: 30 (BL,DG. ) : DRAINAGE OF MECIIAIIICAI-, ROOMS CONTAINING HEiATING OR HOT-WATER SITPPLY BorLERs SHALL BE EourppE" rll" A FrrooR sEcTroN 1004.5 0F THE L997 rMC. DRAIN PER SEC. 102 F TIIE 1997 UMC, OR o 20 i,|{r't**{.:|***d(*.t**t!******{.***|+t|+*++**i.++t,t,t*****'l|.:|.lilt!**,******'*,****:t******+il|}*:|(****** DECLARATIONS I hereby acknowledge that I have read this appllcation, filled out in frrll the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOTJR HOTJRS IN ADV BY TELEPHONE AT 479-2149 OR AT OIJR OFFICE FROM 8:00 AM - 4 PM. TURE OF O OR CONTRACTOR FOR HIMSELF AND OWNEF tt' ***** * * *** ***** *++** ** **** * **:1.** * ***+**,i,t*+++******* ** *'*:t************** * *****+ +*+*****+*f* * * TOWNOFVAIL, COLORADO Statement ** * * **** * *** * * **'t** **** ******* * ******** * ***+* * ***+ *+*++ + ++++****.*:* * ** ******:l******** **** **** Statement Number: R05000010G Payment },lethod: Check Systems llrc. 256? Ajnount: $78.00 02/07 /200509:59 AM Init: DDG Notation: Plunibinq $78.00 ****** * * *:i * **** ** *++** ****** * ++++ * +++* ************ ***** * *** ** * *** ** ** * ***** *****+* + * *+ + + +*** ACCOUNT ITEM LIST: Account Code Current Pmts Permi.t No : Parcel No: Site Address : Location: This Payment : MP 00L00003111100 PF 00100003112300 wc 00100003112800 M05 - 0 007 2L0Lt23L3007 4475 GIJBN FAJ.'IJS 4475 GI.,EN FAI,I,S Descript ion TYPE: MECHANICAI PERMIT I,N VAII., IJANE Tota1 Fees: Totsal ALL Pmte : Balance: $78 . 00 $78.00 90.00 MECHANTCAI, PERMIT FEES PI,AN CHECK FEES WTLL CAI,I-, INSPECTION FEE 50.00 15.00 3.00 AppLIcArroNl,-. no, BE AccEprED rr r,r.o"rrril*#irr"-p/U 0 q- oz > I Building Permit #: 6a't ^ o)/6 MechanicalPermit *: lA0f- -A 0d) 970-479-2149 (Inspecti<ins) ' MWNOFY/IL 75 S. Frontage Rd, Vail, Colorado 81657 Permit will not be accepted without the following: Room Layout drawn to scale to include: Vent b^'[ ;]* i " I I lrri'j t , r: !,-i ;l , i,1,; ,ifi nF\/ tr CONTRACTOR INFORMATION Mechanical Contractor: F/u.-,/,," r,fr, r/c-s 7'< Town of Vail Reg. No.: x, 3( " -N\ Lontafi ano Pnone g s:\t- 4r,*. 32o )763 E-Mail AddresS: Contractor tnry &*.t t'-;. MECHANICAL: $-P COMPLETE VALUATION FOR MECHANICAL PERMIT Labor & Materials ****:*****x**********x**xFoR oFFIcE usE oNLy***************************** Contact Assessors Office at 97O-328-8640 or visit for Parcel S Parcel# I \O\ \23\ 3cjo--) nnNanv) / /t-<Job Address: Legal Description Lot:Block:Filing:Subdivision: owners Nu*.,74^-l ,t. /tx, llAddress: 2)8..i/r, {' ll phone: Engineer:Address:Phone: Detailed description of work: f,.t,r,t*.t/fr ,,/*'rf ?.tcrt.7 /.2.'.-/'iafu Work Class: New ( ) Addition ({ Alteration y') Repair ( ) Other ( ) Boiler Location: Interior (..f Exterior ( ) Other ( )Does an EHU exist at this location: Yes ( ) No ( ) Type of Bldg: Single-family ( / Duplex( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: No/Type of Fireplaces Existinq: Gas Appliances ( ) Gas Loqs ( ) Wood/Pellet ( ) Wood Burning ( Noffype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning (NOT ALLOWED) Is this a conversion from a wood burning fireplace to an EPA Phase II device? Yes ( ) No ( \'Vailtdata\cder\FORMS\PERMI I s\V l-.CH PER M.DOC -v?) R€T' o A/FflD lnltormrtbn 804{X116 RADFOInLtC Reanrbd lmoroilodrl hmr e0 BUXlSlnd R.erraSG f.Ltoarurcorr Co||ln.|S *flcrlS€6{3 %ffii JMonDRAootl lbnr 3O ELDGFn lu17M Com|t|iilr: lnapccton fi_cqqqt R.$nsbd InrFeeto.!: UU.dn Edry,InrF.cfon&|!: JRil SlttArldn$: 'L75CI.EN| aBr.[t"o TXnr Exp: a475 oLEt{ FAu.rS subT6: A$n $ris: ISSTJED lmpAne: JRM R.qu.c&t ntnc: 0l:00 Pif - Plpm: .o1. 97G38D46.13 c.I Ertndry: DGOTDEN K v Acttufhr Corl3t TyFa: O*nd: ADDlhrnf Cdtrdr: D.ccrhdoo: hb&e: l.lolhr: Nolh.:Co|rlrnt Com|rrt WIt tl t)w( u^nrvA f tms.odmHbbri\ L-JAI t5n: {0 BLDGFoodnqstSilIl - Aporowd " I I ""Hffi-Xffi: GcD " A&h: ^PAFPRoT/Eo I I nnm: 2o er.-oil?oiinrrtbiri*r ---lpprornd- V l$01/0a llr!.doc cCD Acflon: llOl,lOTlFlED Conn lilr; C'^lrcELED 1{v130{ h|c 6r €CD ftilon: APAFPROI/ED 102&04 ltlgr.Or; Ari Ardon: APAPFROTGD Colt|dtenb: APPNOVED FOUNDA.TION E1EEL FOR FOTTION tr FO|'iNA.IION UULL AS I}DICAIED I}I COLOR ON APPROVEO SETOF PTAI.IS 7* l.Lt Oo.iqn Conrtucilon PtFm: 921476€561 tLtO.dilComttrildl EXCAVAIE CRAIU. SPACE B€LOW GRADE TO COi.IS'IFI'|CT A RECREA'IIOMI ROOM VUTH AN A APPRq,ED PER JRTT /MC. JilOiIDRAGOIII SuBlfrTlED. APPRoI/EDAt{OlN REIOAtrlD FlL"E. - @EiEl(|.A ROI'TED TIO..R, IIATT CET$ETT. JSUT}GR CEtLll'lG. hfIERIOR I,}DERRN lbn: 50 BLoeheuhtbn tbm: 80 ElDe8h..bocklh|l llrm: 7! EtDO{nrc.lirm: I BL"OCFfrl 7!$lbm: 22 Pl.All+C8i.Phn lbm: 5&l PL.^N-FlMtC/O RSPT131 Rnn Id: 2967 o r;rff _ '"ffiflH13$a,'#"r Pegc4 Rrqui|bd ln$GctDate: Tueottry, F.brudy 00,2005 '*ffiffof$:i ffr?*n. * r,vAr,- 'trl?t Gl-Ell FAtIjS LAl.lE ArF[,lrilenneoon Acfidu: t{Fom7 DD.: SIIECH SubTrpe: ASfR Stltl: ISSUED Con{TyFr: Oocr$.ncf [Fr: h.pAn : cCO ffiiTf: RAD FOIJR LLC ADplc.nt PLUMANG SYSTElilg. ltlc. Pfionc: 970!*n'7789 coitecbr: PLtnffilNGSYSlEMS,ltlC. Plronr: 37$3S77&l D.sqrbn: iI{STALLA}€ATRECOTERYI'ENnUIOR :A 4lt : tl tl-" (.) fbmr 390 |fECH.Flml 1 ( - Fcquccbd_llmr: qlt-oQ_eu n \t ,A ,J {\LI r tl neqtl.|bc FtqrGNegYglEltrt, lilc. Phom: yto-3$77€S Corimcntr: wlc.l307181 Ascbncd.To: COAVIS _ Enbnd ry: OGOTDEN K A6ilon: _ Tln Erp: lrcpGtonH]roont ax' 3r0 3t5 340 3in g 3ff) lbffi: lLm: l?.m: lbm: ibm: Itcm: lbm: fn REPT131 Rtm Id: 2E65 TOI4'Nffi Design Review Board ACTION FORM Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 teli 970.479.2139 f ax: 97 0.479.2452 web: www.ci.vail.co.us Project Name: RAD FOUR ADDffiON DRB Number: DR8040363 Project Descriptionr EXCAVATE CMWL SPACE BELOW GRADE TO CONSTRUCT A RECREATIONAL ROOM WITH AN 8' CEILING. Participants: OWNER RAD FOUR LLC 07129/2004 Phone: 228 BRIDGE ST VAIL co 81657 License: APPLICANT Nett Design Construction 0712912004 Phone: 970-476-5551 P.O. Box2177 Vail, CO 81658 License; CONTMCTOR Nett Design Construction 07129/2004 Phone; P.O. Box 2177 Vail, CO 81658 License: 290-B ProjectAddress. 4475 GLEN FALLS LN VAIL Location: 4475 GLEN FALLS LANE Legal Description: Lot: 7 Block: Subdivision: FOREST GLEN 5tu6+6kn5'bdtvstsn Parcel Number: 210112313007 Comments: See conditions BOARD/STAFF ACTION Motion By: Action: APPROVED Second Byr Vote: DateofApproval:08/16/2004 Conditions; Cond: B (PLAN): No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review committee(s). Cond: 0 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 -- ^-,,! DRB approval shall not become valid for 20 days following the date of approval. Cond:202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unless a building permit is issued and construction is commenced and is diligently pursued toward completion. Cond: CON0006615 That the applicant performs no exterior modifications to the structure without further DRB approval. Cond: CON0006616 That the applicant provides a construction staging plan to TOV at building permit application. Cond: CON0006617 That the proposal meets all requirements (egress) of the building code prior to submittal of a building permit. Planner: Matt Gennett DRB Fee Paad: $3OO.OO loo,r,ons- Residential o.?t tercial Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 teli 970.479.2139 fax: 97 0.47 9.2452 web: www.vailgov.com General Information: All projects requiring design review must receive approval prior to submitting a building permit application. Please refer to the submittal requirements for the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Community Development Department. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses unless a building permit is issued and construction commences within one year of the approval. ! /t1/ G S ;'2J RECEI\lEIJ Location of the Propos al: Lot'. '7 Block: -- 5u66iyi5isr1'. Fa a; s r C,-t /'/ 5|31 r o* S r a,v PhysicafAddressr 447f G..,, if..s /-,1.r--rl/t,+ (o parcel No.: 2- lo t t Z3 l7a o 7 (Contact Eagle Co, Assessor at 970-328-8640 for parcel no.) zoning: 5. Name(s) of Owner(s): Mailing Address:'/6E7 Owner(s) Signature(s): Name of Applicant: Description of the Request: Vlnt. ( o Mailing Address: -tt:-f 2r E-mail Address: 7 tlt Phone: (t Type of Review and Fee: D Signs D Conceptual Review tr ,l{ew Construction O/ Addition Minor Alteration ( multi-fam i lylcommercial) Minor Alteration (single-family/duplex) Changes to Approved Plans Separation Request $s0 No Fee $6s0 $300 $2s0 $20 Plus $1.00 per square foot of total sign area. For construction of a new building or demo/rebuild' For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions)' For minor changes to buildings and site improvements, such as, rerooflng, painting, window additions, landscaping, fences and retaining walls, etc. For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining tr D walls, etc. $20 For ievisions to plans already approved by Planning staff or the Design Review Board. No Fee Page 1of 12104128104 TOI4'NM ADDMONS . RESIDENTIAL OR COMMERCIAL SUBMITTAL REQUIREMENTS General Information: This application is required for all proposals involving the addition of GRFA (gross residential floor area). This includes proposals for 250 additions and interior conversions. See Title 12, Chapter 15 - Gross Residential Floor Area for specific regulations. I. SUBMITTAL REOUIREMENTS** //il AX pages of Application is complete '-z tr Checklist is completed and signed t ,E .stamped Topogiaphic Surveyi - E Site and Grading Plan* € Landscaoe Planx ' -W Architectural Elevations* .ff Exterior color and material samples and specifications. - [_ Architectural Floor Plans* ,Ef Lighting Plan* and Cut-sheet(s) for proposed fixtures -B Title report, including Schedules A & B to verify ownership and easements* 7tr Photos of the existing site and adjacent structures, where applicable.- 5 Written approval from a condominium association, landlord, and joint owner, if applicable .6 Site-specific Geological Hazard Report, if applicable* .Z tne Administrator and/or DRB may require the submission of additional plans, drawings, speciflcations, samples and other materials (including a model) if deemed necessary to determine whether a project will comply with Design Guidelines or if the intent of the proposal is not clearly indicated. Please submit three (3) copies of the materials noted with an asterisk (*). **For interior conversions with no exterior chanqes, the submittal requirements include a complete set of existing and proposed floor plans, a title report, and written approval from a condominium association, landlord, and joint owner, if applicable. f have read and understand the above listed submittal requirements: Project name; R.ttEf Po>, ae,Jci- contra.torsi sn turu /g fhz'rrn-i./ oatesisned '7/'27/a y' - Land Title Guarantee Company CUSTOMER DISTRIBUTION "l*nd.Iitls Date: 07-27-2004 hoperty Address: 4475 GLEN FALLS LANE VAIL. CO 81657 Our Order Number: V50002042.1 TED SIMONETT Sent Via Couriers** If you have any inquiries or require funher assistance, please contact one ofthe numben below: For Title Assistance: Vail Title Dept. Karen Biggs 108 S. FRONTAGE RD. W. NO3 P.O. BOX 357 vArL, co 81657 Phoner 970-476-2251 Furz 970-476-4732 EMaiL kbiggs@ltgc.com --I --rFl -t v lznd Title Land Title Guarantee Company Date: 07-27-2004 Our Order Number: V50002042.1 Property Address: 4475 GLEN FALLS LANE VAIL. CO 81657 Buyer/Borrower: RAD FOUR COLORADO LLC, A COLORADO LIMITED LIABILITY COMPANY Seller/Owner: RAD FOUR COLORADO LLC. A COLORADO LIMITED LIABILITY COMPANY Need a map or directions for your upcoming closing? Check out Land Title's web site at www.ltgc.com for directidns to anv of our 54 office locatiois. - ESTMATE OT TITLE FEES Alta Owners Policy 10-17-92 TBD If L.nil Tltl. ouu.rt.. Co,,!p.ny aiTl b. alotlng Chlt tra'raotlotr, abova faaa ,llJ ba aoLlaot d rC thrt tha. TOTAL $o.oo !o!r coraTlc-r O5l04 THANK YOU FOR YOUR ORDER! o i Chicago Title Insurance Company ALTA COMMITMENT Schedule A Property Address: 4475 GLEN FALLS LANE VAIL, CO 81657 Our Order No. V50002042.1 Cust. Ref.: l. Effective Date: Julv 0l . 2004 at 5:00 P.M. 2. Policy to be ksued, and Proposed Insured: 'ALTA" OwnEr's Policy 10-17-92 Proposed lnsured: RAD FOUR COLORADO LLC, A COLORADO LIMITED LIABILITY COMPANY 3. The estate or interet in the land described or referred to in this Commitment and covered herein is: A Fee Simple 4. Title to the estate or interest covered herein is at the effective date hereof vested in; RAD FOUR COLORADO LLC. A COLORADO LIMITED LTABILITY COMPANY 5. The land referred to in this Commitment is described as follows: LOT 7, FINAL PLAT OF FOREST GLEN, ACCORDING TO THE PLAT RECORDED AUGUST 19,1992 IN BOOK 587 AT PAGE 3?6. COUNTY OF EAGLE, STATE OF COLOFJ,DO. 1 o i ALTA COMMITMENT ScheduleB-Sectionl @equlrements) Our Order No. V50002042.1 The following are the requirements to be complied with3 Item (a) Payment to or fbr the account of the grantors or mortgagors of the full co$ideration for the estate or interest to be insured. Item (b) Proper iL\trument(s) creating the estate or interest to be irsured must be executed and duly filed for record, to-wit: Item (c) Payment ofall taxes, charges or assessments levied:rnd assessed aga:nst thc subject premises which are due and payable. Iten (d) Additional requirernenLs, ifany disclosed below: NOTE: ARTICLES OF ORGANIZATION FOR RAD FOUR COLORADO LLC. A COLORADO LIMITED LIABILITY COMPANY DISCLOSE(S) RONALD RILEY AS THE MANAGER(S). THIS COMMITMENT IS FOR INFORMATION ONLY, AND NO POLICY WILL BE ISSUED PURSUANT HERETO, ,r.*<r(r.**{.*{.,r NoTIcE oF FEE CHANGE, EFFECTM SEPTEMBER l, 2002 *x**,r,,r,**** Pursuant to Colorado Revised Statute 30-10-421, "The county clerk and recorder shall collect a surcharge of $1.00 for each document received for recording or filing in his or her office. The surchzrge shall be in addition to any other fees permitted by statute. " t o t ALTA COMMITMENT ScheduleB-Section2 (Exceptions)Our Order No. V50002042.1 The policy or policies to be issued will contain exceptions to the following unless the sAme are disposed of to the satisfaction of the Company: | . Rights or claims of parties in possession not shown by the public records. 2. Easements, or clailns of easements, not showrr by fte public records. 3. Discrepancies, contlicts in boundary lines, shortage in area, encroachments, and any facts which a correct survey and inspection of fte prernises would disclose and which are not shown by the public records. 4. Any lien, or right to a lien, tbr services, labor or nuterial theretofore or hereafter f'unrished, irnposed by law and not shown by the public records. 5. Defects, liens, encumbrances, adverse clairus or odler nutters, if any, created, first appearing in the public records or attaching subsequent to the effbctive date hcreof but prior to the date the proposed i!$ured acquires of record for value the estate or iuterest or nlortgage thereorr covered by this Commitment. 6. Taxes or special assessments which arc not showu as existing liens by the public records. 7 . Liens filr unpaid water and sewer charges, if arry. 8. In addition, the owner's policy will be subject to dre mortgage, if any, noted in Section I of Schedule B hereof. 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AUTHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATENT RECORDED NOVEMBER I7. I902, IN BOOK 48 AT PAGE 492. IO. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTMCT AND REMOVE HIS ORE THEREFROM SHOULD THE SAME BE FOUND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN UNITED STATES PATENT RECORDED NOVEMBER 17, I9OZ, IN BOOK 48 AT PAGE 492. I1. EASEMENT AS GRANTED TO UPPER EAGLE VALLEY SANITATION DISTRICT IN INSTRUMENT RECORDED JUNE 13, 1973 IN BOOK 229 AT PAGE 550 AND 55'I . 12. RESERVATION OF A TEN PERCENT NON-PARTICIPATING ROYALTY AS RESERVED IN DEED RECORDED NOVEMBER 2. 1962 IN BOOK 166 AT PAGE 407. I3. EASEMENTS, CONDITIONS, COVENANTS, RESTRICTIONS, RESERVATIONS AND NOTES ON THE FINAL PLAT OF FOREST GLEN RECORDED AUGUST 19,1992IN BOOK 587 AT PAGE 316. o t ALTA COMMITMENT ScheduleB-Section2 @xceptions)Our Order No. V50002042.1 The policy or policies to be issued will contain exceptions to the following unless the same flre disposed of to the satisfaction of the Company: 14. TERMS, CONDITIONS AND PROVISIONS OF DECLARATION OF COVENANTS, CONDITIONS, RESTRICTIONS AND EASEMENTS OF FOREST GLEN BUT OMITTING ANY COVENANT OR RESTRICTION BASED ON RACE, COLOR, RELIGION, SEX, HANDICAP, FAMILIAL STATUS OR NATIONAL ORIGIN UNLESS AND ONLY TO THE EXTENT THAT SAID COVENANT (A) IS EXEMPT UNDER CHAPTER 42, SECTION 3607 OF THE UNITED STATES CODE OR (B) RELATES TO HANDICAP BUT DOES NOT DISCRIMINATE AGAINST HANDICAPPED PERSONS AS RECORDED AUGUST 19, 1992IN BOOK 587 AT PAGE 377 AND AMENDMENT RECORDED NOVEMBER 18, 1992 IN BOOK 594 AT PAGE 534, AND AMENDMENT THERETO RECORDED SEPTEMBER 17, 1998 RECEPTION NO,669632. I5. TERMS, CONDITIONS AND PROVISIONS OF TRENCH, CONDUIT AND VAULT AGREEMENT RECORDED AUGUST 18. 1992IN BOOK 587 AT PAGE 345. 16. UNDERGROUND RIGHT OF WAY EASEMENT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCIATION, INC. IN INSTRUMENT RECORDED AUGUST 13,1992IN BOOK 586 AT PAGE 923. 17.DEED OF TRUST DATED JULY 15, 2003, FROM RONALD H. RILEY TO THE PUBLIC TRUSTEE OF COUNTY FOR THE USE OF CITIMORTGAGE, INC. TO SECURE THE SUM OF $972.288.00 RECOR-DED JULY 22.2003. UNDER RECEPTION NO. 84II55. DEED OF TRUST FROM RAD FOUR COLORADO LLC. A COLORADO LIMITED LIABILITY COMPANY TO THE PUBLIC TRUSTEE OF EAGLE COUNTY FOR THE USE OF FIRSTBANK OF VAIL TO SECURE THE SUM OF $5OO,OOO.OO, AND ANY OTHER AMOUNTS PAYABLE UNDER THE TERMS THEREOF, RECORDED AUGUST 08, 2003, UNDER RECEPTION NO. 843298. 18. o i LAND TITLE GUARANTEE COMPANY DISCLOSURE STATEMENTS Note: Pursuant to CRS l0-11-122, notice is hereby given that: A) The subject real property nray be located in a special taxing district. B) A Certificate of Taxes Due listirrg each taxing jurisdiction nray be obtained from the County Treasurer's authorized agent, Q The infbrnration regarding special districts and the boundaries of such districts rnay be obtained tiom thc Board of County Corunissioners, the County Clerk and Recorder, or the County Assessor. Note: Eff'ective September l, 1997, CRS 30-10-406 requires that all docurnents received for recordiug or tiling in the clerk and recorder's oflice shall contain a top nrargin ofat least orre inch and a left, right and bottoru margin of at least one half of an inch. The clerk and recorder may refuse to record or tile any document that does not corfbrm, except that, dre requirement fbr the top nargin shall not apply to documents using forrrrs on which space is provided for recording or tiliug infornution at thc top nurgin of the document. Note: Cokrrado Division of Insurance Rcgulations 3-5-1, Paragraph C of Article Vll requires that "Every title entity shall be responsible tbr all nutters which appear of record prior to the time of recording whenever the title eutity conducts the closing and is responsible for rccording or filing of legal documerts resulting tiom the transaction which was closed". Providcd tlut Land Title Guarantee Company oonducts the closing of the insured tralNaction and is resporr,sible fbr recording the legal docuurents tiom the transactior, cxceptiou number 5 will not appear on the Owner's Title Policy aud the L€uders Policy when issued. Note: Allirnntive urechanic's lien protection fbr the Owner nuy be available (typically by deletion of Exception no. 4 of Schedule B, Section 2 of the Comritlnent fron the Owner's Policy to be issued) upon compliance with the tbllowing conditious: A) The land described in Schedule A of this conunitnrcnt nust be a single tamily residence which includes a condominiunt or towrhouse unit. B) No labor or nuterials have been furrrished by mechanics or material-rnen tbr purposes of construction on the land described iu Schedule A of this Commitnent withifl the past 6 months. C) The Courpany must receive an appropriate attidavit indernnilying dre Conrpany against un-filed mecharric's and luterial-men's liens. D) The Corupany lrust receive payment of the appropriate premium. E) If there has been construction, impnrvcnurts or nujor repairs undertaken on the property to be purchased widrin six months prior to the Date of the Conunitruellt, the requiremeuts to obtain coverage tbr unrecorded lieru will include: disclosure of certain construction infurnntion; financial information as to the seller, the builder and or the contractor; payment of the appropriate premium fully executed Indenurity Agreements satisfactory to the company, and, any additioul requirements as nuy be necessary atier an examination of the atbresaid iufornution by the Conrpany. No coverage will be given under any circurLstances fbr labor or material for which the insured has contracted tbr or agreed to pay. Note: Pursuant to CRS 10-ll-123, notice is hereby given: This notice applies to owner's policy commiturents containing a mineral sevcrance instrunrent exception, or exceptions, in Schedule B, Section 2. A) That there is recorded evidence that a nfneral estate has been severed, leased, or otherwise conveyed frour the surtbce estate and that there is a substantial likelihood that a third party holds some or all interest in oil, gas, other minerals, or geothernul energy in the property; and B) That such mineral esmte may include the right to enter and use thc property without the surfacc owncr's permission. Nothing herein contained will be deenred to obligate the company to provide any of the coverages refbrred to hcrein unless the above conditions are fully satistied. Form D I scLosURE 09/01/02 .l a JOINT NOTICE OF PRIVACY POLICY Fidelity National Financial Group of Companies/Chicago Title Insurance Company and Land Title Guarantee Company July l, 2001 We recotnize and resoect re orivacv exDectations ol'todav's consurlers and thc requircruents of applicable ftderal and state oriiacv laws. We believd that irakiiru vou aware of liow wc use vour rtorr-oublic nersonal infoirrutiou ("Persorul lnlbrinatiori"), and to whorrr it is discloseil, 'will form tle basis for a r'elarionshib of tnist between us and the'public rhat we servc. This Privacy Sutenreut provides that explanation, Wc rcscrve tle right to change this Privacy - Sutenrent frorn tinre to tirue cousistent'widr applicable'privacy laws. In the course of our business, we may collect Personal Information about you from the following sources: * Fronr applications or other fornLs we receive liorrr you or your authorizcd rcpresenhtive;* From yirirr transaction-s wirh. or frorrr thc scrvices 5eing plrfornrcd by, us, o'ur affiliates, or odrers;' From our Internet wcb sltes;* From the oublic records maintained bv uovernrrental entities that we eidrer obtain directlv from those erltities, oi from our afliliates or otheisland * Fronr consunrcr or odrer reporting agcnuies. Our Policies Regarding the Protection of the Confidentiality and Security of Your Personal Information We rnainuin olrvsical, electronic and procedural saterruards to Drotect vour Pcrsonal lnfonnation frorn uruuthorized auccss or intrirsibn. Wc liruit acccss td the Persotul Intbrnudon onlv tir those enrployces who need such access in connection with providing products or services to you or for other li:gitinute busineSs purposes. Our Policies and Practices Regarding the Sharing of Your Personal Infonnation We nuy sharc your Personal Information with our affiliates, such as insuralce companies, agents, and other real esEte s-ettlelnelit service providers. We also may disclose your Persorul Inforrnation: * to agerrts, brokers or rcpreselrtatives to provide you with services you have requcstcd;* to tliird-pany coutractois or servicc providers w-ho provide servicis or perfbnri nrarketing or other functionis ori our behall; and * to others with whom we enter into joint nrarketing agreements for products or services that we believe you ruray find of interest. In additiou, we will disclosc your Persoml Infornution whcn you direct or qive us penlission, when we are required bv law to do so. or when we'suspect tiaudulent or criurinal aciivities. We alio urav ilisclose vour Personal Lilbrnration when otherwise ocnirittcd bv aonlicable privacv laws such as. for exainole. whch disclosure is needed to entbrce our riglrts arising our of any agricineut, trinsaction or rclatioruhip with you. One of the iurportant responsibil ities of sonre ofour affiliated.companies is to record docunrents in the public donuin. Such'docunrenti nuy coltain your Persoml Iutbnution. - Right to Access Your Personal Information and Ability to Correct Errors Or Request Changes Or Deletion Certain statcs afford you drc riglrt to access your Persorul lnlbrnution and, undcr ccrtai[ circunlstances, to find out to whom vour Pcrsorial lntbrnrltion has becir disclosed. Also. ceruin states afford vou the riuht to reouest corrcctiori, anrendnrenr or dcletiorr of your Personal Infornution. We reserve the rilht, wherE pcfluitr6d by law. to charge a reasonablc f'ee to cover the c<jsts incurrcd in responding to such requests. - All requests submitted to the Fidclity Natioml Firuncial Croup of Conrpanies/Chicago Titlc ln-surance Conrpany shall b'e in writinlr. arrd delivered to-the followirru address: irivacv Conrpliance oflicer Fidelitv Natiorul Financial. Inc. 4050 Glle Real, Suite 220 Santa Barbara, CA 931l0 Multiple Products or Services If we pro_v_ide you w.ith more dran one financial product or service, you may receive nrore dran one privacy notice trorn us. wc apologlz€ lor alry rnconveruence tnls rluy cause you. Form PRlV.PoL.cHl *'*****'l'i*********'*+*++++******!***'rr*{r'}{.***:*****t 't *,f ** ** * ** * * **t * + + +*** * * * ** *,r * * * * * * *,r(* * rr *r( * * {. TOWN OF VAIL, COLORADO Statement 't'l*{r{.'******'t*+i+*+**********'*'}{.*{.:t**'t*:}l.:r,*t 't***l.'r******+++******************:r.*{.****,t r.rt'i***** Statement Number: R040006295 Amount: $300.00 07/29/200402:10 pM Pa!.ment Method: Check Init : ,JS Notation: #2335/NETT DESIGNS CONST. Permit No: DR8040363 TIE)e: DRB - Addition of GRFA Parcel No: 210112 313 0 07 Site Address: 4475 GLEN FAIIrS IJl{ VAIIr LOCAIJ-ON: 4475 GLEN FALI.,S LAIiIE Total Fees: 5300.00 This Palment: 9300.00 Total ALL, Pmts: $300.00 BaLance: $0.00 r**r*{.******,}***t *rrli*,f *****++*++*****:}***!i*t **{.,f**************t****'}*****{r***,t ,t ****,**x******** ACCOLINT ITEM LIST: Account Code Descriotion Current Pmts DR OO1OOOO31122OO DESIGN REVIEId FTES 300.00 .i ,Jt\'" 1., ,y' Itj" " ? v -t(rytr P l,ri !':l---j [xt" TrnI{,, C Qro)F 5,74<t; oo op to or - ( D^.\t"-.*,^ )It ' 1 4r-\-l- >--r \-\' - -r- TOWN OF VAIL DEPARTMENI OF COMMUNITY DEVELOPMENT !--.,, t ? 75 S. FRONTAGE ROAD vAtL, co 81657 97 0-47 9-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #z M97-0092 Job Address. . . Location Parcel- No..... Project Number 4475 GLEN FALLS LN 4475 GLEN F'ALLS LANE 2701-t23-L3-007 PRJg 5-0121 Status, . . Applied.. Issued. . . Expires. . APPROVED o6 /rr / LeeT 06/rL/res7 12 /08 / resT APPLICANT VALLEY WIDE MECH. & ELECTRICAL I phonez 303949),747 P O BOX 5080, AVON CO 81620 CONTRACTOR VALLEY WIDE MECH. & ELECTRICAL I Phone: 3039491.747 P O BOX 5080, AVON CO 81620 OWNER RAD FOUR LIMITED LIABILITY COMPA 228 BRIDGE ST, VAIL CO 81657 Description: Val-uation: 15,000.00 RUN SNOT'MELT FOR NEW SFR HEAT LINES ONLY Fifeptace Information: Restricted: fof Gas Apptiances: fOf Gas Logs: #Of [ood/paLtet: ***************************************t****t************** FEE SUl4llARy ***t*****************************************************Mechanica[---) 300-00 Restuarant Ptan Review--> .00 Total, caLcuLated Fees---> 578.00 PLan Check---> 75-00 DRB Fee---------lnvestigation> -00 TOTAL FEES------liLt CaLt----> 3.00 payments------- BALANCE DUE___-************************************************#******lr**t**************t***************************************************** Item: .05100_EUII,DING DEPARTMENT Dept: BUILDING Division:06/II/1997 CHARLTE Acrion: ApFn CHARLTE DAViS ItEmi.05600 FIRE DEPARTMENT Dept: FIRE Dj-vision: CONDITION OF APPROVAL 1. FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. ******************************************************************************** DECLARATIONS I-hereby acknovtedge that t have read-this appLicat'ion, f iLl,ed out in fut! the information required, compteted an accurate ptot ptan, and state that atl the information provided as requirld is correct. I agree to conp(y with the information and pl.ot pLan,to comply vith al'L Town ordinances and state taws, and to buil.d this structure according to-the Tovn,s zoning and subdivision codes, design revie!, approved, Uniform BuiLding Code and other ordinances of the town appLicabLe thereto- REAUESTS FOR INSPECTIONS SHALL BE I.IADE TIIENTY-FOUR HOURS IN ADVANCE 8Y TELEPHONE AI 479-2138 OR AT OUR OFFICE FROII 8:oo AI,I 5:OO PI.I SIGNATURE OF OI NER OR CONTRACTOR FOR HIIISELF AND OI.INER JUN-II-97 l{ED 9:52 AlI ul R-R- tZTIH"l[ vArr coNsrRu*;f n -pERurr $f$Pencrr *:.{lnl- E PDwrr rPP4cfiioil-;oil" A rERrIr t oors,Z7ili?"i roM B- ?sot ir , APPLrcArroN ltusT BE rrLr,ED our couprrT'Ly oR rr uAy Nor BE AccEprED x ******* ** ***rr*/l- :'--'-'----r*******tr**rr* PER'TT TNF'RI{ATroN !r****rr.r****.*r*****.*****rr* I l-Euilding [ -]-plunbing [ ]_Electrical l!(-t{echanlbal I J_other Job Naroe: Rov Rilr" .- rrob Addres,: I,l?.y.6hr/.tb Lr*- -=r.k Legal Description: Lot_f Block-_ ,rrr.ff=/ ::^:::::1"' o:" tu' nr :'nuu"""'' Archttecr: +"fZ A*g+ _ ^yr"*,Generat DescrLptton, . lS^ Snr-* II hL,.ffi l{unber of Dnelllng Units: rg-rhber and Tlpe "r ";;"I, "u Nurber of Accohmoaation unitss -*Y. .:^:::.:.aces: Gas Appllances- Gas r,oss- r{ood,/peller__ {__:_::l**!t***************t***t**r vrr.rrarroNs t***r**r*r**r*********r***r**r**ir durr,prxc: I ,.------,-M tl^-oo?L ii{nd;il; i- }:XS,TIIS}' !-'--'-- orHER: s t1.----"-' r-=-=- 'lEcHo.lrcAlr lW u;:::i ::il:::l:: :.a?;. ;:jt coNrR^ergR rNFoRuArror TOTAL: f-------*----_---- f;ff:3:. contractff;"9%44","d'i.,&??il"1n"o*n'o*rlii.l;.;:li.:::**::.t3:*i:* phone Nunber: W_-tli:itt Electrlcal Contractorl Address: ---- - Jgwn of ValI Reg. tfo.Phone Number: llgrbfns Contractor:Address: ' . _ T.own of vail Reg. No.Phone Nurober: ^33i22!i pt,' o.{ uur. *lnl}f Phone Nunber! gir*t*r*****tt****a**r*r**a{,.'-r!rr^. _^ --' 'Lr ' t r-r 7r ' . ., |:u,r-lPIIg f-D-ld;';fi1.-*****t*tr* FoR oFFrcE usE ******.****ir***********.****rr -llqIBrNG irnr,ii,i ibel ------- !!-ltPrNG Pr,Alt cHEcK FEE: .------"tr"'i !ff.ffl8il if$Tri-;;"' '--. iiffiiluiH"$"fff"i'ij", : orHER rype oF inu,DR8 FEE: --==--- CI,EAN-UP DEposlas -=---......---.-.*ToTAL pERr,rIT rfni: --.---{.-...4_ l l nurr.orxc:f_f _l STGNATURE:i..--l -_l _ | __-.:_ | zoNtUc:);ffi"'.l;_r_--f I srcNArunE::6ffien-Ei?-r--l GNATIIRE: LE[tt IIP DlpOSIr nEFrnrp t0! '.-?_.r-_ JUli-11-g? l{'ED 9;52 A}{ TOr SROHr DAIEr FAX l, REr P, I o I',AX CpWR SHEES Total pege8 to tollor (tnaluatlnE thls paEel r ar6 problens wlth your rccetpt of thls iransul Thank you. e futonjfre,. If rherc qoe aalvlEa. fhls trsnsulssloh te subnlrtedr ortginal/copy rlll follonr t1 Eor your fi,le -_r4.1 ot your tntortntlon ._J4_for your aplrrovrl ',/-Eot your ravlew - / ?or youE g€rpons€ - /.?ot your rcquest For your guotatl-on _Regullr llalt - Overntght Deltvery _Han{ Dellvery , other _tzlortglnal/copg $t 1l not follow thc .tocurc nr s """""n.'?111t'filIJ'T'1: t1"r11 rranarr s6 r on conra r n ufor[atlon Delonglng to thc sender Ehat ts confldentlal and/or legarlv prtvlreged. rrhe tnforlarr,on te inttnasd-gelg for ttrs'uge of thc tndtvtdual or ontlty naned above. rt i;r arc not tho lntcndcd rcclplent, you are- hcreby notrtrcar that any dtscroeoi;-,copylng' dlctrlbstlon, or the rEkfig ot aqy nctlon th rertancc on th€ sontents of rhls telcsoplcd infornatlon ls etrletly pEohlb!.t€d.rt you have recelved thts facErDrre in error. pi"i"; notify us luaedlatelv by rerephong ro arranse tor rciuin-oi-tne oricinii docunente to uE. 4gt METCALF BOAD ' p O. BOX E08O r AVON, COIoRADO s1526 r (970) 949_1741 . FAX (gZO) 845-2t44 r .rrrr G/ed NOTE: THIS PERMIT MUST BE POSTED ON PROJECT TITLE: RILEY RESIDENCE NEW (SFR,P/S,DUP) PERMIT JOBSITE AT Pernit TIMES 89 5-019 3 #: 75 South Frontage Road Department of Community Developnrent Vail, Colorado 81657 970-479-213V479-2139 Job Address: 4475 GLEN FALLS LN Status. . . : APPLIED FAXg70_47g-2452 Location...: Applied..: 06/27/t995 Parcel No..: 210]--123-13-007 Issued.,,|.08/24/t995 Project No.: PRJ95-0121 Expires..: 02/20/1996 T0ViCory.m.Dey.^APPLT.ANT F:5..i39"'3Bil"X"RH':Bil?"', B&tffn-upAeFbgifh'3i:rff 4-16e7 coNTRACToR ELK RIDGE DESIGN BUILDERS appfovedfi[Phone: 970-484-1697 P.o. BOX 2382, FORT COLLTNS, 80522 --l -4==r- r,8e Y owNER TTMBER FALLS ASSOCTATES amount 228 BRTDGE ST, VArL CO 81657 date Description:NEW SFR Occupancy Dwellings Private carages 24.72 Subtotal:836 6 ,454 TotaI Catcutated Fees---> AdditionaI Fees---------> Totat Pernit Fee--------> Type Zone Zone V-N V-N 2 2 Number of DweIling Factor Sq. Feet 93.48 5,618 Units: 001 ValuaLion 525,170.64 20 ,665 .92 545,836.56 545, 836 .56 750, 000. 000 **ff*t*****ffi***#*ffi#ffi**ffitd*irttit***rr*********t FEE SUl,ll.lARY ****tr***H***ff**tr,tffiffi*H(ffi***ffi**ffit* Table Date: 06/20/1995 F'i rep Ia ce Information: Restr'icted: YES Bui l.din9-----) 3,310.0O Ptan check---> ?,171.00 Investigation> .00 tlitl cat L----) 3.00 Total VaLuation: Town of VaiI Adjusted Valuation: #0f Gas Appliances: 2 fof cas Logs: Restuarant P Ian Revi ew--> Recreation FeF---------> C Lean-Up Deposi t--------> TOTAL FEES.---- 750.00 Payments Dept Dept Dept Dept flOf tlood/Pa l. Let: 7 ,309 .40 .00 7 ,309 .10 DRB .00 400.00 615 .10 > 7,309.40 7,309.40 BALANCE DUE---- *******ffiff*ff*ffi*ff****ffiffi*ffi*lr**#r***#**ff*rrl******H***ffi*****ffi*ffitrr#******t**tffi****** Item: 05100 BUILDING DEPARTMENT 07/18/1995 DAN Action: AppR IIem: O54OO PLANNING DEPARTMENT 07/L4/1995 LAUREN Action: AppR ITem: 05600 FIRE DEPARTMENT 08/24/7995 DAN Action: APPR Item: O55OO PUBLIC WORKS BUILDING Division PLANNING Division FIRE Division PUB !iORK Division *#rfi **ffi ffi(****ffi tffi '|****lr,(ffi ffi ffi **lrtit#ffi frffi ***fi *#***ffi **ffi ffi(*ffi *ffi ************* See Page 2 of this Document for any condit,ions that may apply to this permit. DECLARATIONS I hereby acknovtedge that I have read this apptication, fitted out in futl, the information required, compteted an accufate ptot plan, and state that att the information provided as required is correct. I agree to compLy lrith the information and ptot pLan/ to comPly eith atl Tovn ordinances and state [aws, and to buitd this structure according to the Toyn's zoning and subdivision codrs, design revieu approved, thiform Buitding Code and other ordinsnces of the Tovn appticabte thereto. REQUESTS FOR INSPECTIONS SHALL BE }1ADE TIIENTY-FOUR HOURS ITI ADVANCE BY TELE oR AT OUR oFFICE FRoll 8:00 A Send Ctean-tp Deoosit To: RoN RILEY frrila<{g *"n"uo.*"* OF OT'NER OR TOR HII,ISELF AND OI,INER 75 South Frontage Road Vail, Colorado 81657 Department of Community Development 970-479-213V479-2139 PAGE 2 **YAY*fr!d79U?3t***************************************************************** CONDITIONS OF APPROVAL Permit *:895-0193 as of 0e/24/95 Status: APPLIED ******************************************************************************** Permit Tlpe: NEW (SFRTP/S,DUP) PERMIT Applicant: ELK RIDGE DESIGN BUILDERS Job Address: 4475 GI,EN FALLS LN Location:Parcel No: 2101-123-13-007 Applied: 06/27 /t995 Issued: 08/24/1995 *************************************************************L****************** CONDITIONS ******************************************!k************************************* 1. THTS PROJECT WILL REQUIRED A SITE IMPROVEMEN? SURVEY. SUCH SURVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQUEST FOR A FRAME INSPECTION.2. ATTIC SPACES SHALL HAVE A CEILING HEIGHT OF 5 FEET OR LESS, AS MEASURED FROM THE TOP SIDE OF THE STRUCTURAL MEMBERS OF THE FLOOR TO THE UNDERSIDE OF THE STRUCTURAL MEMSBERS OF THE ROOF DIRECTLY ABOVE.3. NO MECHANICAL WORK CAN BE STARTED UNTILL MECHANICAL PLANS HAVE BEEN APPROVED BY TOWN OF VAIL AND A MECHANICAL PERMIT OBTAINED. tP u*uo'uo * * * * * * * * * * * * * *{, * * * J.* J. * L * * *** ***** *** * * * * * * * ** * ** * * * * * * * * * * * * * * * * TOI4IN OF VAIL, COLORADO Statennt ************!r**!r************************************************ Statennt Number: REC-0057 Amount: Payment Method: CK1610 Notation: 7 ,109 .40 08/24/9s 13:18 IniT: JR **************************************************************** Permit No: Parcel No:Site Address: This Payment Account Code 01 0000 41310 01 0000 41331 01 0000 41332 01 0000 22002 30 0000 4s032 -_91_99::_11=:___ 895-0193 Type: B-BUILD NEV' 2LOL-L23-13-007 4475 GLEN FALLS LN Total Fees: 7,L09.4O Total AT,L PmLs: Balance: Description BUILDING PERMIT FEES DESIGN REVIEW FEES PLAN CHECK FEES CLEANUP DEPOSITS RECREATION FEES V'ILL CALL INSPECTION FEE (SFR,P/S,DUP) PE 7 ,309.40 7 ,309.40 .00 Anount 3, 340.00 200. oo 2,17L.OO 7s0.00 645.40 3.00 l{E a a T U E Ps - 7r o= E 9 = E-: (l EebS€p I H-9 " FEiE e ':e:.oE gots6 E r .t 61 6 C': :; H€€*,E tr.3 c ; E,EE; E r'i r-E *"$t EgE ,ebE l:t If;9EEE HtE€ EB I I I I I I I I zl >l I I I I lt ll r-l I \nl I \ol I r-rl I -li OI U Ht (J <l p ?I E -rt r\ rlll E Lrl .t 'al V tfl at I at I el I ool I 6Ilt c'rl | |rlll ct tl pt -t I r^l !.1 |El <t I al Pl nl <t ,-l cztl"l .. | \nl ut I O\l Crl I r..\l I '1' I '!t ,4, I J*G i^Y EU6 C)v= E>r=due FFl tsuh /^r A \J !t zl <I r.ll al F.ll <l HI <l Fil zl Fll r-il el l.|l C\l .ql *l 6 q) +r a € I I I I I I I I I ,l ()I zl F.li 6l rr)l ;l rr'll "l {., o) c) eo EE ':.v,=l-> €6 >\ !: ;t=iE h&a ,:= v g >,H gsE \,,/ ast .o un6*c-€ I '; 9.5 EE 5 FCt-qito t) att ,= ", (! 1^r i>z Eqt,v=tr 9i5R 9+1 !p .s€E =- 3 r.,^9 sHsp d) H.E 5'JH o37 -:- bo == !J ='-59tr 9E2 a; i d .. 'iJ u;2 =.E g .g boE ,9:*€E;i x !?!J9 aa.= v/ > b,.r<r\\r'z tu F J r\\r'r\V 11 V ^v TY] (-, [- r\v rY. f-,[-,M rYI r\\J l\ a 'F \. nq)\rt caS E brh $${f sF$3 sTS t $AES ^ LrX v SEIs dis 'i !pF ,i rY s"'S k I;-a f...-. ]trldt F.-. ,! TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2t38 Job Address...: Location....'.: Parcel No.....: Project Number: DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSIED MECHANICAL PERMIT ON JOBSITE AT ALL TIMES Pernit #: M95-0099 4465 GLEN FALLS 44?5 GLEN FALLS 2101-12 3-13-0 07 PRJ9 5-0121 Status. . . Applied'. Issued.. . Expires. . Valuation: #0f Gas Logs: I SSUED 06/27 /!ee5 oe /20 /rge6 03/te /Lee7 LN LANE OWNER CONTRACTOR TIMBER FALLS ASSOCIATES 228 BRIDGE ST, vArr-,, co 81657 AZTEC PLUMBING & HEAT]NG +ios N. cARFTELD' LovELAND, co 80538 Phone: 97 O / 663*0233 30,000 .00 fo{ Hood/Pa ( tet: Description: MECHANICAI, WORK FOR NEW SFR tirepl,ace lnforrnation: Restlicted: Y fof Gas Apptiances: ? M***t#.****fffis'jr'tffitEEsUl,|ttARY*ffitt*,r,r***t*tJrffi*JrJr*Jr*#.**ffio*l*****Jrt#**** echanicat---) 600. OO Restuarant Pl'an nev'ievll> '00 Total' Catcutated Fc!s---> 753'00 Pl.an check---> 150-00 DRB Fet---------------1 'OO Addltionsl' Fees---------) '00 Investigation> .OO ToTAL FEES*---- ,ir,r carr----> s.oo livJii:";;;_:_:_:_:___i tt':S iEft ' A9i'nl.E$il?il1+?H:fi ti"R$FR c HARL r E DA?? DeDt: BUILDING Division:vls 6E72 ri fr782o . f Lft L' B " " tE'iT8il I DEPARTMENT E Action:5iii eren u/e Dept: FIRE Division: 1 2.3. 4. 5. 5. '1, CONDITION OF APPROVAL FIELD INSPECTIONS ARE REQUIEE9 Tq-CHECK FOR-qgDE-g9MPL]ANCE' ?txenutu;ft 1 fr, I $ t.ERFaftfi D;6lf iEF^e-tl l'8" fr 88*il3 fl l oHH'*o E*^iBFI?ifi;tEoBfiRl"'iEllefrtBqlflltq$iry"^ro-ssA?T*s e AND EffXri:' reniiirleie - [?i-SpEE r ri EolN-sEc . e 0 6 oF THE- 1- e 9 i - uMc' i.'ieEss' ici'frEtiiru-c-r0ulFMENi- MUsr- eoMPLY wIrH sEc . s 0s AND 703 oF THE 1991 wn e6il,Eh.s'Sfrdi,- ee-i,iSuNrED qN-Elqqts!. or NoNcoI'I9usT.r-ELE coNs?' ililiE5's-li SrED FoR M6uNi-ruq qtr -qo-UPUsrrBLE -rlggBrNg . -il'iEiFXcE - 6F-MEeHIN f eai; - n004 q - qQryr4 r rr r Nc UEaTI Nq- 98. -Hor -wAlE R StTgn6rilti;t.1;;i't6ktEe--EOiirpFED-witH A FLooR DRArN PER sEc' ******************************************************************************** DECLARATIONS I hereby acknoul,edgc that t hEve ncad this apptication, fit(ed out ln futt thc informstion requirad, cohPletGd.an accuratc plot pt"n, i'no-"i"a. trrit "rt the iniorration p.ouioea as rcquired. i.s Gorrect. .I agree to coopty vith the infornation 'nd Plot ptan, to corpty vith ru. royn ordinances rnd state [avs, .nd io buiLd this stfucturc according to the Tovn's zoning and subdivision codcs,'disign rcvier approved, uniform Buil,ding codc End othrf ordinrnccs ol the Tosn aPpticlbtr thercto. REOUESTS TOR INSPECTIONS SHALL BE I4ADE TIIENTY'FOUR HOURS SICNATURE OI OIINER OR CONTRACTOR IOR HII'ISELF AND OIINER BY TELEPHoNE A1 479-2136 OR AT oUR oFttcE tRot'l E:00 Att 5:00 Pl'l 't'iI il .?l .Yliil -i?ie*l?ilil .: .: . . . .:: . ;; tt iit-,:il:; :,+:li*:y,::;tl'-o'oi"H?t::''--\'-'-n-'-'---..=rrr-;;;;t;*';-Parrment I3lill:-:':------------ - --.- "'.--'-;;;;;-*;' x??;113?-'rltffi ' " ,,''"'"i:**ii, ,in"liu:ilx lr"l: "4l.ur =::: i?3:BB This Pal'menE ?53'00 Tota} ALL Pmts: ' 'OO *lti",':r.....tnfit**--gf$l]..$ 3l 3333 -ni"l.,? ----_..--- TAWN OFVAIL NOTE: THIS PERMIT MUST BE PoSTED ON JOBSITE AT ALt TIMES PLITMBING PERMIT Permit *: P95-0100 75 South Frontage Road VaiL Colorada 81657 970-479-213V479-?139 .Iob Address: 4465 GLEN FAr-,LS FAX970-479-2452 Location...: Parcel No.. : 2101-123-13-007 Project No. : PRJ95-0121 APPLICANT EtK RIDGE DESIGN BUILDERS P.o. BOX 2382, FORT COLLTNS, 80522 CONTRACTOR ELK RIDGE DESIGN BUILDERS P.O, BOX 2382, FORT COI_,LINS, 80522 OWNER TIMBER FALLS ASSOCIATES 228 BRTDGE ST, VArL CO 81657 CONTRACTOR AZTEC PLT'MBING & HEATING 4208 N. GARFTELD, LOVEr.,,AND, CO 80538 Descripti-on; NEW SFR ******lr**#r*tffi*#f*'frt#r*#rHrrrilrt J.,H(*#**|*f,*'trf,** FEE Department of Communiry Development LN Status...: ISSUED Applied. .z 06/27/L995 Issued. . .: 08/24/L995 Expires..: 02/20/L996 Phoqet 970-484-L697 Phone: 970-484-l-597 Phone: 97 0 / 663-0233 Valuation:35, 000 .00 SUllllARY *#r*#.***t*ffi **t#ffi ffi*****r#**ffi ffi ffi .00 659 .25 P[qrhbing-----> 5?5.00 Restuarant Ptan Revi e!r--> TOTAL FEES----- Total, Calcutated Fees---> AdditionaL Fees--------> Total Permit Fee--------> Paynents*---_- o>, . z> .00 659.25 659 .25 Ptan check---> lnvest'igation>t,iIt ca I L----> 131 .25 .00 3.00 BALANCE DUE--_**ir****r*rffirh*ffi!*,ttt*irfrtsf,f*r.ffirtttrrriffiffi**********ffi****tikfit*****rr*ffi*tffi*********tt*ft*ftffi IteM: O51OO BUILDING DEPAR?MENT 08/09/1995 DAN Action: APPR Dept: BUILDING Division: ffi*trftiH**tffr*rtt**lnhttt'*ffirHttft*tttirittrl#r*tt*t**ffi***,H*ffi*ffiffiH*$t#ffi**ffiffiffr**ffi*** CONDITTON OF APPROVAL *Jrr*t***|lloHrffili|*ffi ffi **ffi lr**r***ffi trwt*ffi *L*********#*H#HrH***fi*rt*trttrt*#ffi ii*tr*** DECLARATIONS I hereby acknovledge that I have read this appl,ication, fitted out in futt the information required, compteted an accufate ptot ptan, and state that a(l the lnformation providcd as required.is correct, t agree to compty vith thr information and ptot ftan,to comply vith ett Toen ordinances and stata [aws, and to buitd this structure according to thc TdJn,s zoning and suMivisibn codcs, design revicv approved. Uniforn Buil,ding Codc and other ordinances ot the Town Epplicabl,e thareto. REouEsrs roR lNspEcrtoNs SHALL BE ltAoE TUENTV-FouR HouRs IN aDvANcE By rELEpHgfiE,{T 479-213a oR AT otR oFttcE FRo[ 6:m Ail {P*o'o-'uo o **************************************************************** ToIJN OF VAIL, COLORADO Statennt **************************************************************** 659.2s 08/24/95 t3zL2 Init: JR Statemnt Number: REC-0057 Amount: Payment MeLhod: CK1610 Notation: *******************!r********t*********************!*******rl******* Permit No: Parcel No:Site Addrees: This Payment Account Code 01 0000 41311 01 0000 47332 01 0000 41336 P95-0100 Type: B-PLMB 2101-123-13-007 4465 GLEN FALLS LN Total Fees:659.25 Total AL,L Pmts: Balance: . Description PLT'MBING PERMIT FEES PLAN CHECK FEES WILL CALI, INSPECTION FEE PtUl'lBING PERMIT 659.25 659.25 .00 Anount s2s.00 131.25 3. O0 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E95-0153 75 South Frontage Road Vail. Colorado 81657 970-479-213V479-2139 Job Address: 4475 GLEN FALLS FAX970-479-2452 Location...: Parce] No.. : 2101-123-13-007 Project No. : PRJ95-072L APPLICANtr ELK RIDGE DESIGN BUILDERS P.O. BOX 2382t FORT COLLTNS, 80522 CONTRACTOR ELK RIDGE DESIGN BUILDERS P.O. BOX 2382, FORT COLr,rNS, 80522 OWNER TIMBER FALLS ASSOCIATES 228 BRIDGE St, VAIL CO 8165? CONTRACTOR JON WAYNE ELECTRIC, INC.Phonet 970-225-Q838 431 TN RASHER ST., FT. COLLTNS, C 80526 Description: NEW SFR Vafuation: 29,OOO.0O ffi*ff*****Jrit*t*****J.|t*ffi* FEE SUltl4ARY #*ir*#**ffiffitrftrJnkr*#(*ffrfi.#rffi******ffi**ftrr* Dep artment of Community Deve lopment LN Status...; ISSUED App1ied..: 08/oe/t995 Issued...: 08/24/L995 Expires ... 02/20/L996 E tectri cst--> DRB Fec Inv"sti gotion> $i l.L Cat l,---> 269.00 .00 .00 3.00 Totat Calcutated Fecs---) Additiona! F.es---------> Tota( Pernit Fee--------> Payments------- EALANCE DUE---- Phonez 970-484-L697 Phone z 970-484-L697 272.6 .@ ?7?.00 272.00 .00 rorAl FEES---> 272.@ #t*#r#*ffiffiffi**ffir*ffi*****ft*li**ffiffi****ffi*******#******tit*rt***t#t#t#*rtffi*********#****** Ile4i ,9qq90 E,IrECTRIC4,L pEPARTMENT Dept: BUTLDTNG Division:0e/09/7995 DAN Action: APPR ffi *ffi **ffi ffirff ffirffi fi *ff **lHrffi :t*ffi *rwlitrffi****ffi *rffi ff Ltdffi *l*t##**t#ffi **lffi *,*** CONDITION OF APPROVAL 't|h,rffi*ffiffiffi**r*ffir*rr**t*****,F*.***rh,ffir***l#t*#f*********r****#tffit****ffi*ffi**#*****t#* DECLARATIONS I hcreby acknoHtedgc that I have read this apptication, fitted out in futl, the information requi red, compl,eted an accurete ptot pl'an, and state that €t[ the information Provided as required is correct. t agree to compty uith the in?ormation and pl,ot itan,to.cotPty trith aLl Tovn ordinances and state [aus, and to buitd th'is structurr according tothe Toynrs roning and subdivisibn codes, design reviev approved, Uniform Buitding Code and other ordinances of the Toun appticabl,e thefeto. REoUESTS fOR INSPECTIONS SHALL BE IIADE fHENTY-FOUR HOURS IN ADVANCE BY TELEPHoI'IE AT 479-213E oR AT OUR OFFICE FRott 8:00 Afl 5:00 ptt {;"""nuoouo . ,. t **************************************************************** TOWN OF VAIL, COLORADO Statemnt *******************************************!********************* statemnt Number: REc-0057 Amountz 2'?2.00 08/24/95 13':15 Palzment Method: CKl 610 Notation: Init: JR Permit No: 895-0163 Type: B-ELEC ELECTRICAL PERMIT Parcel No: 2101-123-13-007 Site Address: 4475 GLEN FALLS LN Tota1 Fees: 272.00 ThiE Palment 272.00 Total ALL Pntsz 272.A4 Balance: .00 **************************************************************** Account Code DescriPtion Anount 01 OOOO 41313 ELECTRICAL PERMIT FEES 269.00 01 0000 4L336 WTLL CALL INSPECTION FEE 3.00 o / ,/7 ,t 64 "//af 3a 4 t-. (n7 VAIL CONSTRUCTIOT PERurr I APPLTCATTON FORM TE: *,x::;lrllf$ Legal Description: f,ot ?Block .Legar uescrrpEl_on: Lot / Block_ Filing fl rrl-u.t=1.7*z@frc OWnefS Nane:\(cn }{,a.rr cr \.(. \ cra Addroc<. COMPLETELY OR TT MAY NOT BE ACCEPTED f NFORI'IATI ON * * * * * * * * * * * * * * * * * * * * * !r * * * !r * * !r Ph. q .:' \c\<^ r <€ ?t\4o I Ph. B 89 c Fhone Numtrcr: (a-r.\ zJe rtt=l- Town of VaiI Reg. No.Z/7{Phone Nurnber: :_L"r-.q,.fr ing Job Nane: R.".., e C\nn R, \c. ELectrical Contracto !t:,/r:, Plunbing Cont Address:L BUILDING PERMIT FEE: PLUMBING PERMTT FEE: MECHANICAL PERMIT FEE: ELECTRICAL FEE: OTHER TYPi,: ,-r" i.{:if'" General Descriptien; s r.'=\\- Fo-.,-i\: A-;" [\'i ^:./work classz [17f'nen [ ]-Alteration [ ]-Additionar [ ]-Repair [ ]-other #*.r pf ;i1"_;f Flreplaces: cas Appliances 3 cas Loss ?- wood/petrer_ l(******************}************** vALUATToNs ********************************* Number of Dwelling UnJ.ts: \ BUILDING: PLIJMBTNG: Address: i -, r- .'w Nurnber of Accommodation Units: '' L. ,r MgrRrcAL. $_-.,j2._ Town of Vail Reg. NO;1z**_ 1 Town of Vail Reg. No. /47^[2 Phone Nurnber: ?i4L,_I:_: _^ I Town of Vail Reg. No.,/jH Phone Number: *******************************:r FOR OFFTCE USE ******************************* BUTLDTNG PIAN CHECK FEE: PLUI'IBING PIAN cHEcK FEE: I.TECHANTCAL PIAN CHECK FEE: RECREATION FEE: CLEAN-UP DEPOSTT: TOTAL PERMIT FEES: BUTLDTNG: STGNATURE: ZONfNG: SIGNATURE: VALUATION CLEAN T'P DEPOSIT BEFI'TID TO:Z,r * Ar,'r I t*aoor""r Eagle County Assessl office '*f tt 9'70-328-8640 wD^DnEl *. T::t"f::i",l tlt* oF vArL "o"rou.r,o fri*-* *o#rillcArroN FoRr.r PERI'IIT II ., APPLTCATTON MUST B8 FJT.T.TD OUT COUPI.ETEI.Y oR IT !,tAV NoT BE ACCEPTED U r*it*****'r***il**!r*************** PERUTT ffroRilattrolf *****************************rll I J-Building [ ]-Pluabing t J-Electrical gff-uectranlbal I J-other Job Nane:Job Address: Legal Description)Block Owners Name:Ph. Architect: Ph. BUII,DTNG: $ PLIJ}IBING:v /lf,* **** *****!r**!r****!r********fEeneral. contractor: €(K c OTHER: TO?AL: Town of Vail Phone Nunber: Town of Vail Phone Nunber: Town of Vail Phone NrUBr.,ef: Reg. NO. Reg. NO. Reg. NO. roR orFrcE usE ******************************* BUTLDTNG PI.AN CIfECK FEE: -P-LU!{BTNG PLAII CHECK FEE:I.IECIIAI{ICAL PIAN cllECK FEE:RECREA?TOfi FEE: CI,E:AN-UP DEPOSIT: TOTAI, PERMTT FEES: EUTLDTNG: STGNATTIRE: ZONTNG: SIGNATURE: General DescriptLon: I{ork Class:ffi-xew [ ]-Atteration [ ]-Additional [ ]_RepaLr [ ]_other Nunber of Dwelling Units: I Nunber of Acconnodation Units: I ^)pnber and T119e of Fireplaces: cas Appliances tlcas togs 3 wood/perr"a= v Lit.r.llrarr r z --i-- .-Y' lf************* ******************** vALUATToNs ********************************* EI.',ECIRICAL: I !{ECHANTCAL, $_ry;- Address: Electrical Contractor: Address: .Plunbing Contractor: Address: Mechanical Contractor:Address: *** ** * * ****rr * il* ** * * ** *********** BUTLDTNG PERMIT FEE: PI,UMBING PERUTT FEE: I.IECIIANICAL PER}IIT FEE:EI,ECTRICAL FEE; OTHER TYPE OF FEE: DRB FEE: GROUP qfOR fNnORUATf ON ** rl****** rl * ************il*** Town of VaiI Reg. NO.Phone Nunber: CI.EAN I'P I'EPOSIT REFIIf,D TO: ON .t 'I'OWn Ot Val I 25 South Frontage Road Vail. Colorado 81557 (303) 479 -2138 Plan review based on the 1991 Uniform BuiLding Code Project Nurnber: PR.T950121 Name: RILEY RESIDENCE Address! 44?5 GIJEN FALLS LANE Date: ,fune 28, 1995 Contractor! EIrK RIDGE DESfGN Occupancy: R3,M1 Architect: KAREN REATING Type of Const: V-N Engineer: DAVID BENNING Plans Examiner: DAN STANEK # SHEET IDENTIFICATION CORRECTION REQUIRED Exterior surfaces with stucco sha11 be provided with exterior metal lath as per UBC 4705 with 2 layers of paper. windowg and doors are required to be adequateLy flashed(not trrith just screed netal) . A lath inspection is reguired prior stucco application, A bathroom is required to have an openable window or a mechanical ventilation system. -- sec. 1205- (c) In bathroons with a tub or shower and in laundry rootns a mechanicaL ventilation system connected' directty to che outside shall be provided. Bathrms which contain only a water closet or lav. may be ventitat,ed with a recirculating fan. UBC 1205(c). ' Donestsic clothes dryer exhaust ducts shal1 be installed as per UMc 1104 and 1903. Flexible duct connectors may not exceed 5' in lenqth and shaI1 not be coneealed within construction. Ducts shall- terminate outside the building and not exceed 14' length. Crawl spaces are required to be ventilated by rnechanical means or by openings. Such gpenings shall have a net area of not less than 1 sq. ft. for each 150 sg. ft. of under-f1oor area. vBc 2516 (c)6. Provide a ninimum 18X24'' underfloor access. UBC 2516 (cl2 . Equiprnent located in underfloor area shall rest on a concrete slab or be suspended from the floor above, be provided with an accesE and passageway, and have a permanent electric outlet and lightinq fixture? f 10 fn buildings of unusually tight construction (alJ. ner{r construction within the Town of Vail), combustion air shal.1 be obtained from the outside. Such combustion air openings sha1l be as per LMc ch. Furnaces not Lisled for close! or alcove instalLation shal1 be installed in a room or space having a volume at l-east 12 times the volume of the furnace. A boiler unit will require a space 15 times larger than the boiler. UMC 504(b) Supply a rnechanical drawing indicatinq design of system, size (BTU and volume) of equipment, vent location ancl termination, and cornbustion air to be supplied prior to any installation. The door between the qarage and the dwellinq is required to be a 1 3/8 inch rhick sol-id core or 20 minute self closing door. -- sec. 503. (d) exc.#3 The.maximum rise of a step is 8 inches and hhe mininurn run is 9 inches. -- Sec. 3306. (c) exc #1 The ninimum width of the run a! the narrow end is 5 inches and the run must be 9 inclres at a poinb 12 inches out. from the narrower point. -- Sec- 3305. (d) The minirnum headroom vert.ically from nosing line is 6 feet 8 inches. -- sec. 3306. (o) The open side of all decks, porches, stairs, etc. which are rnore than 30" above grade shall be plotected rrith a gruardrail. Openings can not exceed 4n, within R-1 occ. and al-l- R-3. height min. is 35" -outside R-1 occ. height min. ls 42'. uBc 1711. Winding stairways may be used if the reguired width of run is provided at a point nob rnore than 12" from the side of the etairway where the tread.E are the narrower, but in no case shall any width of run be less than 6'. UBC 3305(d). AE eaves and valleys an adequate underlalzment shaI1 be provided to protect a sbructure from ice buildup and $rater damage. Two layers of felt solid mopped to sheathing and between Layers or a cotnmercial, r,rater & ice shield nay be used as per Table 3281. fncLude a copy of the soils report for the site to be buiLt on. -- Sec. 2905. 11 t2 13 14 _Ll 15 77 18 -fl Town of Vail 25 South Frontage Road Vaii.. Colorado 8155 7 (303) 479 -2138 Plan anaLysis based on the 1991 Uniform Buildinqf code Projecb Number: PR,J950121 Name: RILEY RESIDENCE Address: 4475 GLEN FALLS LN Date: June 28, 1995 Contractors ELK RIDGE DESIGN Occupancy: R3,M1 Architect.: KAREN KEATING Type of Const: V-N EnEineerr DAVfD BENNING Plans Examiner; DAN STANEK NOTE:The code items listed in this report are not intended to be a conplete listing of all possibfe code regui-remenls in the 1991 UBC. It is a guide to sel.ected sections of the coile. SEPARATTON DIRECTION BOUNDARY AREA INCREASE FIRE PROTECTION NORTH Property J-ine 85.0 Feet 85.0 Feet EAST Property line 37.0 Feet 37.0 Feet SoUTH Property line 21.0 Feet 21.0 Feet WEST Property Line 18.0 Feet 18.0 Feet AREA MIN.LIGHT MIN.VENT NO.EXITS EGRESS FIJ NAME 2L0 21.00 10.50 1 Yes 279 27.90 13.95 1 No 255 26.50 13.25 1 Yes 253 26.30 13.15 1 Yes 202 20.20 10.10 1 No 2 Ha11s, closets, etc. 1252 0.00 0.00 1 No TOTAI, FOR FI,OOR . 2471 1 L 2 Powder rooms 53 0.00 2.65 1 No 2 Bedroon #4 2 Aupair 2 Bedroom #3 2 Bedroom f2 2 Bonus roorn 1 Mud room 1 Kitchen 1 Nook 1 Dining room I Great room 1 Study 64 0.00 3.20 1 No 186 18.50 9.30 1 No 140 14.00 7.00 1 No 189 18.90 9 .45 1 No 474 47 .40 23.70 1 No 131 13.10 5.55 1 No 1 Master bedroom 335 33.50 15.80 1 Yes 1 Master bath 203 0.00 10.15 1 No 1 carage 835 0. 00 0 ' 00 1 No 1 Halls, closets, etc. 977 0.00 0.00 1 No TOTAIJ FOR FLOOR 1565 B Laundry room 70 0.00 3.50 1 No B Exercise room ]-82 18.20 9.10 1 No B Hatls, ilosets, etc. 148 0.00 0.00 1 No TOTAL FOR FIJOOR BUIiJDING TOTAL FOOTNOTES: 1) EGRESS - An operabl-e window or door that opens directly to the exterior is reguired fron hhis room. The minimum cl.ear openable area must meet the fol.lowing. -- sec. 1204. 1) The ninitnum clear height is 24 inches 2) The minimun clear width is 20 inchee 3) The mininum clear area is 5.? square feet 4) The rnaximum sill height ie 44 inches 400 5054 1 Yes 2 tYt 2) The nunber of exits is based on Table 33-A (Dwellinqs) 3) A nechanical ventilation systern rnay be used in in lleu of exterior . openinge for venlilation. -- Sec. 1205. (c) 4) The requirement for an egress window in the basernent is based on Sec. 12 04, ROOM DIMENSIONS: Habitabte space sha1l have a ceiling height of not less than ? feet 5 inches. Kitchens, halLs, bathrooms and loi1et conpartment.s may have a ceiling height of 7 feet neasured to the lowest projection. If the ceiling is slopingi, then the minimum heiqht is required in only I/2 of Ehe area. : -Sec. 1207. (a) Every dwelling unit shall have at least one room which has not less than 120 square feet of fLoor area. Other habitable rooms except kitchens shal1 have atr area of not less than 70 sguare feet. -- Sec. 1207. (b) Habitable rooms other than a kitchen shatl noc be less than 7 feet in any dinension. -- Sec. L207 - (cl GLAZING REQUIREMENTS: All glazi.ng in hazardous locations is required to be of safety glazing material . - - Sec. 5406. (d) 1) Glazing in ingress and eg,ress d,oors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assembl-ies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Gtazing in doors and enclosures for hot tubs, whirlpools' saunas, steam rooms, bathh.ubs and showers. Glazing in any portion of a building wall enclosing these compartnents where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 5) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazxlng is within a 24-inch arc of, either vertical edge of the door in a closed position and where the boetom exposed edge of the glazing is less than 50 inches above lhe walking surface- 7) clazing in an i-ndividual fixed or operable panel , other than those l-ocations described in iternE 5 and 5 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 sguare fee!. B. Exposed bottom edge less than 18 inches above the floor. c, Exposed top edge greater than 35 inches above lhe floor. D. One or tnore walkinqr surfaces withln 36 inches horizontally of hhe plane of the gLazing. 8) Glazing in raitings regardless of height above a walking surface. fncludeil are structural baluster paneLs and nonstructural in-filI Panel.s. see exceptions. 'SMOKE DETECTOR REQUIREMENTST A smoke detector is required on the ceiling or i,tall at a point centrally located in the corridor or area giving access to each sleeplnq area. -- Sec. 1210. (a) 4. A gmoke detector is reguired on the ceiling or wall in each eleepingr area. -- Sec, 1210. (a) 4. A snoke detector is required in the basement. -- sec. 1210. (a) 4. A etnoke detector J-s required on all stories. -- sec. 1210. (a) 4. If the upper leveL contains sleeping roorn(s) , a snoke alebector is required in the ceilinq of the upper leve1 close to the stairway. -- Sec. .1210. (a) 4 Smoke detectors are required to be wired to the building's pohter source antl shaLl be equippeil with a battery backup. -- sec. 1210. (a) 3. Detectors shalL sound an alarm audible in all sl-eeping area of the dwel).ing in which they are located. -- Sec. L210. (a) 4. OCCUPANCY SEPARATION: Between lhe garage and the residence, naterials approved for thr fire construction are required on the garage side only and any doors between the garage and the resid.ence are to be a self:closing 1 3/8 inch solid core door or a 20 minute fire door. -- Table 5-B & Sec. 503. (d) exc. #3 STAIR REQUIREIIIENTS: A stairway in a dwellinq must be at least 36 inches wide. -- Sec. 3305. (b) The maximu$ rise of a step is 8 inches and the mininum run is 9 inches.-- Sec. 3305, (c) exc. #1 Provide a handrail on one side a stairway 34 to 38 inchee above the nosing if there is 4 or more risers. -- Sec. 3305.(i) Provide a guard rail where drop off is qrreater than 30 inches. Mininun height = 35 inches, maximurn opening gize = 4 inches. -- Sec. L1t2. (al exc. #1 The ninimum head.roon is 5 ft.- 8 inches. -- Sec. 3306. (o) EncLosed usable space under Lhe stairs is required to be protected. as reguired for thr fire-resi-stive construction. -- Sec. 3305. (1) SHAFT ENCI.,OSURES: 1) Chutes and dunlcwaiter shafts with a cross-sectional area of not more than 9 square feet may lined on Ehe inside with not less than 26 gage gaLvanized sheet nelal vrith al-1 joints locklappeil. The outside must be t hr coustruction. Al-1 openings into any such enclosure sha1l be protected by not less than a self-closing solid wood door 1 3/8 inches thick or equivalent. -- Sec. L706,(tl 2) cas vents and noncornbusbibJ. e piping instal-Ied j-n walIs passing through 3 floors or less do not need to be in t hour shafts. - - Sec. 1705 . (c) 3) Shafts for gas vents. factory-built chinneys, piping, or ducts tha! do not extend through not nore than 2 floors need not be in t hour shafts. - - Sec. 1?06, (c) 4) All other shafts bre required to be enclosed in a I hour assembly.-- sec. 1705. (a) CRAWIJSPACE REQUIREMENTS ; 1) Provide ventilation either by rnechanical means or by openings in exterior walls, opening shalL provide a net area of not less than 1 sguate foot for €ach L50 square feet of area in cravirl space. Openings shal-l be dist.ributed on two opposite sides and be located as cloEe to corners as practical ..- Sec. 2515.(c) 5. Note: vent openings rnay be reduced to 10t of the above if ground surface area is covered with an approved vapor barrier and the buildins official approves. For a 2242.0 sq.ft. crawlspace area! Ratio Mininu:n sq.ft. of vent 1/150 1.4.95 2) Provide 18-inch by 24-inch access openiDg to the crawL space area. Note3 opening may be required to be larger if nechanical equiprnent is located tn the crawl space. -- sec. 2515.(c) 2. 3) Unless the wood iE listed as an approved wood of natural resistance to decay or treated wood, the rninirnurn cl.earance between exposed earth and floor joist is 18 inches. The ninirnun clearance to beams and girders is is 12 inches. -- Sec. 2516.(c) 2. ADDTTIONAI.' REQUTREMENTS : For R3 occupancy This proJect wiII require a site improvement survey. Such survey shall be submitted and approved prior to request for frame inspection. o All crawl spaces rdithin the Town Of Vail are Ilmiled to a earth to structural floor ceiling height of 5', be earth floor only, be ventilated as per UBC 2515'(C)5 with ninimum access as per UBC 2516(C)2 and maximum access of 9 sq. ft. Any building site wib.h a slope of 30 degrees or more sha11 require an engineer design. Such design shall address drainage, soil retainage anil structural design. Excavation below slabs on grade shall not be perinitted without prior approvaL Address numbers sha1l be posted plainLy visible anil J-egible from the sbreet. For M1 occupancy slope garage floor to a1low for drainage to outside to provide a floor drain with sand and oil inberceptor to dry well or to sewer. Any garage floor drain connected to sewer tnust be approved by Upper Eag1e Va1ley Water & Sanitation Di6trict. fn garages wi,th living area above, the wal1s of the garage wiich are bearing the area above shal1 be protected with one hour fire resiEtive conEtruction, UBc 503 (B) . A1/tL/L996 18:53 38r,15E1o L',lt-t:, WHS INC. 78o Sinne Street suite 102 colden' co s0401- ( 303 ) -274-9000 (303) -274-9265 Tim Lindetron WIRSBO COUPA}{Y BUIIJDING ASSESSI'IENT PROGRA}'T DATE: July 6, 1995 ProJect Number: 070595-95 Project Nane: Rltey Residence conEiets of 17 rooms and was calculated using a roo$ set-point ternperature of 65 degreee f and an outdoor O""ig"-i"tfieiatuie of -20 degreeE F and was lasr rnodif,iea on tulY 6' 1995. *********+**********************t************'t******t******rr********tt*****i*r; Rool!: AUPAIR Infiltratlon CEILING 1 WAI.,L 1 DOOR 1 GI.ASS 1 GI,ASS 2 GI,ASS 3 : SUSPENDED OVER I{EATED Gross Ffoor Area Unheated Floor Area Net Floor Area Effective Fl.osr Factor Effective Floor Area ATTPAIR TOtAls Dowiltard LoEB Upward toes TotaIa 2,805 ft. 255 ft. 473 f.t. 42 ft. 12 ft. 20 ft, 16 ft. 255 fr.0 ft. 25s ft. 100t 2s5 ft. 1.4 Btu/h /ft.33.1 Bru/h /ft.33.1 Btu/h /ft. o.50 /hr. 85 F R-30.0 85F R - 19.0 85 F R- 2,0 85F R- 2.0 85F R- 2.0 85F R- 2.0 85F Total Supplenental Heat Floor Cover R-VaIue Floor Surface TenP Floor fnsulation Temperature Below 351 Btu/h 8431 Btu/h 8431 Btu/h 2, 170 Btui i ?23 Btu/t 1,713 Btu/! 1,785 BtuTt 510 Btuli 850 Bt'r/i 680 Bt'J/l 8,431 Btu/t 0 R- 0.o 81.5 F R- 11-0 65F *******rt*************!t+*****ir*tl**t:r***rr*************t*****************t*******r o F 10 N p N tt q/ DR ov ,'^ e'H I r--l \ \JZ \ .l ta ts L ? N 0 - 70 0 0 F I /as'.> I\D g\ c\ \/ Vlq/ Fry E rl -t- - { \o c { ? r \ a tT!\t l\-Ft lo -..r:l I \ Y8 >\ c VI $-t a o zO v o ta -7: € ?cr\ E D 0- B o.el < 0 T1 In \\ CP 7 F o c m l, \ \...i, c.a, }-\ i il N H EI o z F F' -l z .:.a7 a =-'\3 3i i:=':- : - X ==- l^?1 q 'j4 :aa , =>: =F : rx ::- ;t -t\z i:' t CC i vv orfrUlEffipv o o vqo5'ffftro S3/11/1996 10:53 343486 t,tHt FAGE 03 **************tr************************i*******rt******!r************t******tt'(* Rooni BBDROoM 2 upwarcl rJosE 29.3 Btu/h /ft' 9657 Btu/h - TotalE 29'3 Btu/h /ft. 9657 Btu/h ************************rt*************rt****rt***t***********************ttt*Jr***r **************************rr*******************t*********************t***rlt****tr ROON: BEDROOU 3 Inf,iltration CEILING 1 WALIJ I GI.ASS 1 GI,,ASS 2 sUSPENDED OVER HEATED GroEs Floor Area Unheated Floor Area Net Flaor Area Effective Floor Factor Effective Floor Area BEDROOII 2 rotalE Downrdatd L,'oss Inf,iltratloni CEIITING 1 I{ALL 1 GIASS 1. SUSPENDED OVER HNATED Gro6E Floor Area Unheated Floor Area Net Floor Area Effectlve Floor Factor Effective Floor Area BEDROOI'I 3 lotals Downward LoE6 Upward LoEE TotalB 0.7 Btu/h /fr.17.5 Btu/h /ft.17.5 Btu/h /tt.^ 3,630 ft. 330 ft. 880 ft. 4S ft. ^ 5+'l .l !.. 330 ft.0 ft. 330 ft. 100t 330 ft. 1.2 Btu/h /ft. 0.50 /hr. 85 F R-30.0 s5F R-19.0 85F R- 2.0 85F R - 2.0 85 F lotal SupplenenlaI Heat Floor Cover R-VaIue Floor Surface TenP FIoor Insulation Tenperature Belon 402 Btu/h 0.50 /hr. 8s F R-30.0 85F R - 19.0 85 F R- 2.O 85F Total Supplemental Heat Floor Cover R-Value Floor Surface Tenp Floor Insulation Terrperature Belotil 322 Btu/h 7?20 Btu/h 7720 BtlJlh 2,808 Btu/h 935 Btu/L 3,704 Btu/t: 2,040 BtuTl; 17o Btu/r. 9, 657 Btu/1. 0 R- 0.0 79.6 F R- 11.0 65F 3,744 Btu/i L,247 B|..v/l 1, 979 Btu/i 850 Btu/.r 7,72O Btull 0 R- 0.0 73,8 F R- 11,0 65F 4,840 f,t- 440 ft. 440 ft. 20 fE. 440 ft.0 ft, 440 ft, 100t 440 ft. ********:l*****!l***********************r*r.***********************r**!r*ttt*****ir. Ir$ id wln/Lss6 1a:83 :8345E,O r.,rH':, O FAGE r.r B.v-v ,J .,s ';{il ********t******************rr*********r**************+**r.J.*******:l:l****rt*******:r ;lRoorr BEDRooM 4 .,i .l.; Inf iltratlon 4,950 ft. o. 50 /hr. 8s F 3 , 929 Btu/,: * cprr,ruc r 450 fb- R - 3o.0 Bs F 1,275 BtuTr .-i-i'{ wAIJr,'l 649 ft. R - 19.0 85 F 2;514 Btu/i ,* clAss r 27 ft, R - 2.0 85 r 1,148 Btu/i ;{ cr,ass z 30 ft. R - 2.0 85 F 1,2?5 Btu/: :l cr,ass 3 30 ft. R - z,o 85 F L,27s B|"u/. .ti Total- 11,316 BtuTr f suspellosD ovER HEATED T {Groes Floor Area 45o ft. supplenental Heat 0 $Unheated Floor Area O ft. Fl.oor Cover R-VaIue R- O,O i Net Floor Area 450 ft, Floor Surface 'Iernp 77.6 F {Effective Floor Factor 1O0t Floor Ineulation R- 11.0 :{ntfective Floor Area 450 ft. ?eurperature Below 65 F *.; **************tr* * ** **** + *i***** **** * * *** * * * **** * L* **** *** * **** ** * * * * * * * * * * * * * * r ********i*tt***r(*****:t*:t******************************************************:rr Roon: BONUS ROOH .i rnfiltratlon CEILING 1 WAIJJ I GIASS 1. GLASS 2 GI,ASS 3 SUSPENDED OVER HEATED GtroBE FIOor Area Unheated Floor Area Net Floor Area Effective Flqor Factor Effective Floor Area 2,450 Btuli 816 Btu/, 1, 565 Btu1l 340 Btui: 1,275 Btu/i 1, 275 Btu/i 7 ,722 Btlull 0 R- 0.0 78.4 F R- 11.. 0 65F EEDROOM 4 TotAIa Down$afd LoEE Upward, LoEF Total.E 1,0 Btu/h /ft.25.1 Btu/h /fr.25.1 Bru/h /ft. 472 Bxu/h 11316 Btu/h I1316 Btu/h 0 .50 llir. 95 F R-30,0 85F R-19.0 85F R - 2.0 85 F R- 2.0 85F R - 2.0 85 F Total SuppJ.ernental Heat Floor Cover R-Value FLoor Surface TenP Floor InsuLation Ternperature Below 3, l-68 ft. 288 ft. 418 ft. 8 ft. 30 ft. 30 ft. 288 ft.0 ft. 288 ft. 100t 288 ft. BONUS ROOIi! Totals Downflard Lross l,t Btu/h /ft. 322 Btu/h IDward L,oes 26,0 Dtu/h '/tt. 7?22 Btu/h TotalE 26.8 Bru/| .LlF . . 7722 Btu'/h ***************'t*'t't*****!t********i**i*************i*************r***!r*rr******rr r 03/11/1995 1g:53 3s3458,1o t'rH':. o. 50 /hr.R - 30.0 R - 19.O R - 2.0 r,872 ft-. 208 ft. 180 ft. 70 ft. 208 ft.o ft. 208 ft. 100t 208 ft. 8.2 Etu/h /ft.26.s Btu/h /ft.34.7 Btu/h /ft. TotaI Supplenental Heat Floor Cover R-Value Floor Surface Tenp Floor Insulation Tenperature Below 1703 Btu/h ss04 Bt.u/h 7207 Btu/h PAGE O5 1r448 Btu/n 5S9 Btu/h 492 Btu/h 2,975 Btu/n 5 , 504 Btu/ f: R- 0.0 78,2 F R- 11. 0 -20 F 1, 671 Btu/h 306 Btu/h 558 Btu/h 893 Btu/h 510 Btulh 4,038 Btu/h n R- 0.0 83.7 F R- 11.0 -20 r .********,********i************jl********rr********t*tr*****************lr***t*tt:t*** :RoON: DINING ROOM Inflltratlon - CEILINC 1 WAIJIT J. DOOR 1 SUSPENDED OVER UNHEATED GrosE Floor Area Unheated Floor Area Net Floor Area Effective floor Factor Effective Floor Area DINING ROOM TOtAlS Downward, Loss Upsard LoEE Totals rnfiltration CETIJING 1 . WALL 1 I DOOR 1 GIJASS 1 SUSPENDED OVER UNHEATED Gross Floor Area Unheated Floor Atea lfet Floor Area Effectlve Ftoor Factor Effective Floor Area 85 85 85 85 F F F F *********************!t**,i**************************!t******************f**t*ti't* ****************r**r************************************r********************** Room: ENIRY 2,160 ft. 108 ft. 180 ft. 2X ft. 12 ft. 0.s0 /hr.R - 30.O R - 19.O R - 2,0 R - 2.0 85F 85F 85F 85F 85F 10s ft.0 ft. 108 ft. 1001 108 ft. Total Supplernental Heat Floor Cover R-VaIue Floor Surface Tehp Floor Insulatlon Tenperature Below ENTRY TotaIB DoHnward LoaE 8.6 Bru/h /ft. 933 Btu/h Upward Lose 32.4 Btu/h /ft. aore Atuitr Totale 46,0 Btu/h /fr. .. 4971 BtuTh *******t*t1ll**t****:raa***********************:t******ra***********it********t***rr F'ATiE [' E **ftllrr**********!t***************************1*t*************************rrrr/r**nrrr\ Roon: EXERCISE ROOM .'l!...'e- A3/LI/1996 10:53 Inf,iltration CEILING 1 WALL'1 DOOR 1 GIASS 1 GIASS 2 SUSPENDED OVER HEATED Gfoss Floor Area Unheated Floor Area Net Floor Area Effective Floor Ef,fective Floor 3o345Et t,1-i!, o.so /hr. 85 F R - 30.O 85 F' R - 19.0 8s F R- 2.0 85F R - 2.0 85 F R- 2.O 85F Total Supplemental Heat Floor Cover R-Value FJoor Surface Tenp Floor Insulati,on ?emperature Belogt 311 Btu/h 7466 Btu/h 7466 Btu/h 0.50 /hr. 85 F R-30.0 85F R - 19.0 85 F R- 2.O 85F R- 2.0 85F TotaI SupplementaL Heat Floor Cover R-VaIue Floor Surface Tenp Perimeter Length SIab Depth Under SIab R-Value Exposed Perineter Edge R-Value 1658 Btu/h 1990r Btu/h 1, 89 4 Btui :. 771 Bt.u/,r. 1,910 Btu/r. 893 Bt.u/n 638 Btu/h 1/ 360 Btu/h 7,466 Btu/h 0 R- 0.0 78.7 F R- 11, 0 65F 5,792 Btu/h 2 t357 Btu/h 3,252 Btui h 7,74O Btu/h 1,360 Btui h 19,901 BtuTrr 0 R- 0.0 77.0 F 0.0 4 R- 5.0 R- 5.0 R- 5.0 2.449 ft. 272 fE. 495 tt. 21 ft. 15 fr. 32 ft. Factor Area 272 ft, 0 ft. 272 fL- 1001 272 ft. **************tl****************************************t**********************i ** ***** ** ** ** * ** *rt !t !t * * * * * * ** * * ** * * ** * * * * +* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * * *Roon: GARAGE rnflltrationi CEILING 1 WAIJIJ 1 DOOR 1 GI,ASS 1 EXERCI$E ROOI'I Downward toEg Uptrard LosE TotaIs TotaIs :SI.AB ON CRADE . GroEE Floor Area Unheated Floor Area ,Net Floor Area -Effective Floor Factor Effectlve Floor Area Temperatute Below OutEide Tenperature GARAGE Totale Downward Lose 1.1 Btu/h /ft.27.4 Btu/h /ft.2?.4 Btu/h /ft. 7,488 ft.832 ft. 927 tt. 168 ft. 32 ft. 832 ft. 832 ft. 100t 832 ft. 65 r' -20 F 2.0 Btu/h /fL- -23.e Btu/h /ft.Upward Lo66 Totale 25.9 BEu/b l ft .*'r**************,r********iiii*iiill.{ll;*********ii::i.lll{}*****r*rr**********r ****r|**********!t*************************'t***********tt****************tl******n Roon: GREAT Roolr Infiltratlon CEILING 1 WAIJIJ I DOOR 1 GIjASS 1 GIJASS 2 GIASS 3 SUSPENDED OVER T]NHEATED GroB6 Floor Area Unheated floor Area Net Floor Area Effeetlve Floor Factor Effective Floor Area cREAt ROOI'I Totals Doltnuard Lo6ei Upward Loss TotalE Infiltration CEILING 1 WALIJ 1 DOOR 1 GIASS 1 SUSPENDED OVER TJNHEATED 3roEB Floor Area Jnheated Floor Area }I€t Floor Area Effectlve Floor Factor Effectlve Fl.oor Area 13,200 ft. 660 ft. 740 ft. 80 ft. 25 ft. 48 ft. 18 ft. 560 ft.0 ft. 660 ft. 1009 650 ft. 8.s Bru/h /fr.33.2 Btu/h /ft.41.7 Bru/h /fr. 2,52O f'--. 280 ft. 216 ft. 2L ft. 24 ft. Total Supplemental Heat Floor Cqvef R-Value Floor Surface Temp Floor Insulation Tenperature Below 5587 Btu/h 2L894 8tu/h 2745r Btu/h 0.5o /hr. 85 F R-30.0 85F R-19.0 85F R - 2.0 85 F R - 2.0 85 F Total Suppl.enental Heat Floor Cover R-VaIue Floor Surface Tenp Floor tnEulatlon tenperature Below 10,21.0 Btu/h L,870 Btu/h 2,546 Btui h 3,400 Btu/h 1, 063 Btu/h 2,040 Btu/h 765 Btu/h 21,894 Btu/h 0 R- 0.0 81.6 F R- 11. 0 -20 F L,949 Btu/h 793 Btu/h 765 Bru/h 893 Btu/h 1,020 Btu/h 5t42O Btu/h 0 R- 0.0 74.7 F R- 1r.0 -20 F 03/11/1396 10:53 iefast,,rrf L'll.r':: o. so /hr.R - 30.0 R - 19.O R - 2.O R - 2.O R - 2.0 R - 2,O 85F 8sF 8sF 85F 85F 85F 85F **************tt*************************************t****!t********************* ***********1}*************!t***********:t******,tt**'t*****************************r ROONI KTTCHEN 280 ft.o ft. 280 fr. 100t 280 f,t. KIICHEN 1lotale )o$nrardl Lo6s 7.9 Btu/h /ft. 2209 Btu/h Jpward LoEs +?.4 Blull /ft. 5420 Btu/h Totals 2?.3 Btu/h /ft. zezs atuTtr t***********tttlttttttttttlltltlttllttlllllllrllll!t!tlt*ltt*i******t******t!t***** f .f I I i i 1: ^- :!tr- A3/.tI/L996 10:53 !l t_, 0. 50 /hr.R - 30.0 R - 19.0 Fjr'rf l_l- *****t!***************rt*************************************tr:r***************t*r ROOIN! L.AUNDRY ROOM R- R- t(- r,296 ft. 144 ft. 126 ft. 144 fr. 1 A A €+ 1008 144 ft. 65F -zv r 1.1 Btu/h /ft.13.7 Btu/h /ft.14.8 Bru/h /ft. Total Supplenental Heat Floor cover R-Va1ue Floor surface TemP Perineter Le,ngth SIab Depth Under Slab R'value Exposed Perirneter Edge R-Value 165 Etu/h 1974 Btu/h 2139 Btu/h l, 002 Btu,iJ: 4 OB Btu/ rl 564 Btu/i, l.t974 Btu7t, t{- u , 7 L.9 85F 85F 85F 0 0 P 0 n 5,060 ft. 460 fr. 715 ft. 70 ft. 36 f t, n qn R- R- R- /hr. 30. 0 19. O 2.O 2.0 85F 85F 85F 85F 85F 'i t :Gross Floor Area iUnheated Floor Area jllet Floor Area iuffective Floor Factor ;fffective Floor Area i I : M.ESTER BATH TOTAIE Downward L,oss 8.? Btu/h /fr. TotaI Supplenental lleat Floor Cover R-VaIue Floor Surface Tenp FIoor Insulation Tenperature BeIow 377? BL:.]/I\ 450 ft.0 ft. 460 ft. 1003 460 fr, Upvard Loee 27.I Btn/h /ft_ t2446 Btu/b Torals 35.3 Bru/h /fr. t6223 Btuih i****************!t***************t******rf*.*x*************i!******************rtrt*^I ,ua'ourul rnflltratlon CEILING 1 WALL 1 SI,AB ON GRADE Gross Fl.oor Area Unheated Floor Area Net Floor Area Effectlve Floor Factor Effective Floor Atea Iemperature Belolt Outside Tenperature LAUNDRY ROOM fotals Downnard Los6 Upltard L,oss Totals rnfiltration CEILTNG 1 WALIJ 1 i GLASS 1 GLASS 2 .SUSPENDED OVER UNHEATED **************l**********:t***t***********t************************l**tt********r *rt*****t*****t*******t(***r.****************************************J.*****:l*****r RooN: MASTER BATH 3,914 Btu/h 1,303 Btu/h 2 t724 Btu/h 2 ,9'1 5 Btu/h 1,530 Btu/h 12 ,446 Btui l- 0 t(- u, u I6.J I r(- .LI.u - zv r t13/11.,tLg!E 1l:13 3lf 14IEO 1]H,-J F*T.:E U 1 ********tr*tt****i**+*rr***trJr*******************************************ir*******r R,OoN: }{ASTER BEDROOM fnflltration CEILING T WALL 1 GLASS 1 SUSPENDED OVER UN}IEATED ;rosg Floor Area Jnheated Fl-oor Area 'IBt Floor Area lffective Floor Factor lffective Floor Area 416 ft. n F+ 416 f,r. 1008 416 ft. 8,320 ft. 415 ft. {40 fr. 96 ft. o. s0 /hr. 85 F R-30,0 e5F R-19.0 85F R - 2,0 85 F 6,436 Btulr. L ,I:19 Btu / r- l-,539 Etu/r. 4 , 080 Btui:. 13 t234 5tu;:. 0 R- 0.o an o r R- 1r.0 -20 F I , 18 3 Btu/ l-. {82 Btu/r.98{ Btu/i. 893 Btu/!: 85 Btu/i- 3 ,521 !}Eu/r, R- 0.0 75.'7 |R- 11. 0 -20 F {ASTER BEDROOM )ottnward Loss 9.4 Btu/h /ft. 3498 Btu,/h lpward L,oss :f.s ntuin 7tt. 13234 Btu/h Tota18 40.2 Btu/h /r-r.. ioltz atuTn :**************:ltl+*******************************************************rt*rni r*******************************************i******t******r*******rt*******ttrrn :OONI: MUDROOM Total Supplemental Heat Floor Cover R-Value FLoor Surface Tenp Fl-oor Insulation Temperature Below 0. 50 /hr, 85 F R-30.0 85F R-19.0 85F R- 2.o 85F R - 2.o 85 F Total Supplenental Heat Floor Cover R-VaIue Floor Surface Temp FIoor fnsulation Tehperature Below Inflltration cErlrilG 1 WALL 1 DOOR 1 GI.ASS 1 USPENDED OVER, UNHEATED ross Floor &rea nheated Floor Area et Floor Area ffective Floor Factor ffective Floor Area 1,530 ft. 170 fr. 243 ft.21 ft.2 t:'. 170 fr.o ft. 170 tt. 1008 170 ft. JDROOM Totals )wnward LoEs )ward Loss 8,0 Btu/h /ft. r35s Btu/h Totatg 21.3 Btu/h /ft. je2? Btu/h '*******t!r******:r*****..3?;l*lll{}-{fl;,,*********1:i:.:::ii;":r**t************** g3/Lt/I]gE 1l r 13 ][':r{trO7?!,lt t::F,ii,f I I ***********************!t*******************************t**************tt*******t' Roon: NOOK Inf iltratl-on CEILING 1 WALE 1 DOOR 1 GIASS 1 SUSFENDED OVER TNHEAfED GrorE FLoor Area Unheated Floor Area Net Floor Area Effectlve Floor Factor Effestive Floor Area NOOX Totals Downward Lose Upward LoEE Total.s Infiltratiop CEIIJING 1 WALL 1 GI,ASS 1 GI.ASS E SUSPENDED OVER UNHEATED GrosE Floor Area Untreated Floor Area Net Floor Area Effectlve Floor Factor Eff,ective Floor Area 2s2 ft.0 ft. 252 ft. 1008 252 fX. 8.3 Btu/h /ft.29.8 Btu/h /ft. 38. 1 Btu/h /ft. 0.50 /hr. 85 F R-30.0 85F R - 19.0 8s F R- 2.0 85P R - 2.0 85 F TotaI gupplemental Heat Floor Cover R-Value Floor Surfac€ fernp Ftoor rnsulation Temperature BeIow 20e8 gtu/h 7505 Btu/h 9603 Btu/h 0.50 /hr. 85 F R-30.0 85F R-19.0 85F R- 2.0 85F R- 2.0 85F TotaL Supplenental Heat Floor Cover R-Value Floor Surface Tenp FIoor Insulatiqn Ternperature Below 2, e68 252 225 56 50 1,754 Btu, 714 Btu,'532 Btu, 2,380 Btu; 2,125 Bti. ?,505 88. 0 R- 0.0 ?o q F' R- ll.0 -20 F €t f+ ft. CI f+ * * * * * * * * * * * * * * * * * * *****,s*rt* *** i + ** * *** * *** *** * * tri* ****** ** r* **i {. * * * * * * * * * * * i i r , *******************!r************************t*l***********!rt ************rl*rrir r Roon: STUDY 2,?00 ft. 300 ft. 359 fb.I fr. 85 ft. 2,088 Btu. 850 Btu, 1,235 tstu, 340 Btu, 3,513 Btu, 8,126 Btu. 0 R- 0.0 78.5 F R- 11.{j -20 F 300 ft.0 it.. 300 fr. 100t 300 ft. STUDY TotalE Downward L,oss 8.2 Btu/h /ft. 2464 Btu/h Upward Loes 2?.1 Btu/h /ft- 8125 Btu/h fotatB 35.3 Bru/h /ft. losgo Btu/h ******************t*****************t***************t*t**************r******ri" Total Project: 070695 95 Ir.rIey Resldatlcc lotal Net Btu/h,s Required: 18I,,428 5 c=3 a a i I \I t--r\1 lss ^ -r<5(\ -^--. 3 q> 0 -o ,4 U- yJ l, '2 Jd)I c& ra lY --z I \ ol $r vbI D <4 ,ci 1:' --8, -1 \J -t f9 \ Js ri o* tr &u oo V J\ 1)tz c ')- A { A -/,I I n d P 4 3 -.t I 'ar {5 a- \ { \ Y v 9r o 7 .:\{6 -1 d ..\:{ I t\ t 7 € .,-- -;v T}l/l d* -\t sl i-it- s-1 f,t* -,.+$ :..nr l-3 ""{a.\,J i'3 a I 5 -1 : _*:Y€ { +a rnf .fl --JJ 1 "t uS EE lr \IJ a .u€g\n -ri \-\) 3*;ti- € .. -'- .-t-<\-,r: 5 c\r I Lo L o J $t r. xt t \.1 - rt$ . l { v." g'li,- -. t-\ -. v .* --: \t't-$\-< "-.!- -1 c : .-.t (l r.l)rs E Gl h Inter-ilIountain Afngineeringrta- SOILS AND FOUNDATION II,TVESTIGATION FOR . PROPOSED RESIDENCE LOI 7, FOREST GIJEN SUBDrVrsroN, roI{N oF vAr[ EAGLE COUNTY, CoLORADO PREPARED FOR: ![R. RON RILEY PROJECT NO.95-0082c !{ARCH 27, L995 ; zo) 77 Metcalf Boad' #200 ' Box 978 o Avon, Colorado 81620 . Phone: g49-5072 . FromDenver Direct: g93-1531 l420VanceSlreet . Lakewood, Coloradog0215 . phone: 232-01Sg wrsrsffi q+.t -oi zgszo i.* zl-.{..a-z+-e5;-"$ INDEX coNclJusIoNs SCOPE STTE LOCATTON Al{D DESCRIPTION STTE TNVESTIGATION SUBSURFACE AND GROIJNDWATER CONDITIONS PROPOSED CONSTRUCTION EXCAVATION DIFFICULTIES FOI'NDATTON RECOI,TMENDATIONS SI,AB CONSTRUCTTON GROUNDWATER AND DRAIN SYSTEU REINFORCING CRAWL SPACE COVER BACKFILL AND SI'RFACE DRAINAGE I.AWN IRRTGATION MTSCELI,ANEOUS LOCATTON OF TEST BORINGS SUMMARY OF TEST BORTNGS SUMMARY OF TEST BORINGS SWELL-CONSOLIDATTON TEST RESUI.TS DETAIL OF PERIPHERAL DRATN SYSTET,f 2 2-3 3 3-4 4 5 5 5-6 6-7 7 , 7-8 8 8-9 9 9-10 DRAI.{TNG 1 FIGURE 1 FTGIJRE 2 FTGURE 3 FIGURE 4 2 coNCLUgroNg 1.. Subsoil conditl-ons are falrly uniforn over the site with o.i-t" 1;9 fget of T_o-psoit over silty to !layeyt gravelly SAND nixed witfr 'r'opsorr over clayey SAND with ang.ular cobbles and-b6ulders to the rnaximun depth explored ot ii i;"4. .2. ^ Thg proposed residence should De roundecl on the undisturbed clayey sAlfD with cobbles and bould.eis,below any Topsoil and orqanics ;iih conventional sp.read footings designed for a nafinun soit ;;;;ilg pressure.of 2ooo psf. 3. Per Ordinance No. 5, the Town of Vail. official maps were reviewed.Lot Z is not classiiied as lvinc - within a geologicarry sensiiir"'ur".. SEOPE This report presents the resurts of a soirs and Foundation rnvestigation for the proposed residence to be constructed on Lot 7, Forest cren subdivision, Town of vair, Eagle county, col0rado. The investigation, was prepared by neans of test borings, ,and Iaboratory testing of sampies obtained frorn these borings. The purpose of ttris fiundation exploration was to determine the various soir profite components and the engineering characteristics of the foundation rnaterials, and to provide criteria from a geotechnical point of view, for use by the structurar engr.neers in preparing the foundation design, and the design engineers and architects in preparing grading and drainage 3 plans. SITE IJOCATION AND DESCRIPTION The site is 0.570 acres lot located on the east side of the GIen Falls lane cul-de-sac off of Nugget, Lane in East Vail, Eagle County, Colorado. The topography of the site is moderate to steep. There were approxinately 2 feet of snow on the ground with some wiLlows sticking through. Drainage is to the northwest. The lot is vacant. 8TTE TNVESTTGATTON tt" tt"ta t"*stigation perforrned on Marctr 20, LggS consisted of drilling, logging and sanpling 2 test borings. The locations of the test borings are shown on Drawing No. 1. The test borings were drilled with a 4-inch dianeter continuous flight power auger, track rnounted. Summaries of the test borings logs are detailed on Figure No. L & 2. Laboratory sarnples were obtained at selected intervals by advancing a california thin tube and a standard Split spoon samplers into undisturbed soil, with a 140 pound hammer falling :O inches. These sarnples were returned to our laboratory, inspected and classified in accordance with the Unified Soil Classification Systen and the test boring logs were edited as necessary. To aid in classifying the soil-s encountered, and to deterrnine general soil charact,eristics, selected laboratory test (mo5-sture content, unit Refer to the suntnary of test borings, Figrure No. rs L & 2.subsurfaee conditions are fairry uniforn with 0.5 to 1.o feet of Topsoir over silty to clayey, gravelly 'AND nixed with ropsoil 0ver clayey 'AND with angular cobbres and boulders to the rnaximun depth explored of 25 feet. overl0t grading has been done prior to this investigation on a por'tion of the rot, around 1975, in order to rel0cate the streau and to build the bern at the avalanche run_out zone. No groundwater was encountered in any of the test borings at the tine of drilling. weight, swellr/consolidation), were perforned samples. Sunnaries of the test results are I on representative soil shown on Figure No. 3. Section 5, Chapter 18.69 of the Town of VaiI official Maps were Aecordingr to Ordinance No. 5r Vail Municipal code the following reviewed: , t') ?he debris f10w and debris avalanche hazard analysis rnap prepared by Arthur r' Mears, p.E., rnc, and dated Novernber 1984.2.) The rockfall nap prepared by Schnueser & Associates, fne.and dated Novenber 29, Lgg4. Lot' 7 ' Forest Glen is not crassified as Geol0gically sensitive Area based on'the above naps. I t. I 5 PROPOSED CONAIRUCTTON No specific design data has been provided, but for the purpose of this anarysis, it has been presumed that the proposed residence wilr consr'st of 2 f100rs without a basement, and that l0ads wilr. be right' rf the proposed project differs significantly fron this understandingr, a review shourd be rnade after the prans are more complete. EXCAVATTON DTFFTCU!rrEg . . Very large boulders can be anticipated during excavati.on. FOI'NDATTON RECO}'uENDATTON8 crayey-graverly 'AND with cobbres and boulders will be encountered in the foundation excavation. The proposed resid.ence strourd be founded on conventional type spread footings designed for a maxinrum soir bearing pressure of 2,ooo psf. The footings shouJ.d be constructed on the undisturbed clayey_gravelly SAND. The footing excavations should be relativery smooth, free of debrisr. organics, Ioose soil, frost, and standing r{rater. Any over_excavations should be backfilred and cornpacted to 1oo percent within 2 percent of optinurn rnoisture as determined by a standard Proctor Test (AsrM D-698). A representative of this office shourd be contacted to inspect the foundation excavation to verify that the soir conditions are the same as those anticipated in this report. 6 After all of the final grading is conpleted, the bottom of the footings should be covered with a rnininun of 4g inches of backfill for frost protection. Voids left by the renoval of cobbles in the bottorn of the footing excavation should be filled with lean concrete or a granular soil with a maxinum particle size of 3 inches compacted to 1OO percent of Standard Proctor Density (ASTM D-Ggg), within 2 percent of optinun moisture. The on-site soils, exclusive of Topsoil and organics are suitable to support lightly loaded slab-on-grade construction. AII excavations rnade for the foundations under proposed srab-on-grade areas rnust be properry backfirred with suitabre rnateriar cornpacted to a nininurn of 95 percent of the naximun standard proctor oensity (ASTM D-698). The on-site soils, exclusive of topsoil and organics are suitable for use as bac)<fill. Due to the high content of sobbles and boulder, it wiII be necessary to screen out rocks larger than 3 inches prior to using this, material as backfill. :.Before the backfill is praced, arr water and loose debris shourd be removed from these excavations. Prior to the construction of concrete floors, the undLsturbed subgrade, free frorn topsoil and organics, should be proof conpacted nith a loaded rubber-tired loader to a uniform high density. special care should be taken in areas where underground utilities have been installed. 7 The floor slabs should be reinforced, and joints should be provided at the junctions of the slab and the foundation walls, so that a small arnount of independent movenent can occur without causing damage. The slabs should be scored in accordance with the American Concrete fnstituters recommendations to control cracking. A granular rnat (-3/4 inch gravel, with less than 5 percent passing No. 200 sieve), should be provided below the floor slabs. This should be a minirnurn of four inches in thickness. The purpose of this granular nat is to provide a capillary break between the subgrade and the slab. GROI'NDTATER AND DRAIN SYSTEI{ while no ground water was encountered at the tirne the field investigation was conducted, it is possible that seasonal variations will cause fluctuations, or for a water table to be present in the upper soils during the spring months, or after prolonged periods of rain. A foundation perimeter drain as detailed on Figure No. 4 is recommended to reduce the risk of surface water infiltrating the footing subsoils. .. RETNFORCING The foundation should be well reinforced and rigid enough to withstand di.fferential settlernents. Walls retaining earth should be designed to resist an equivalent fluid pressure of 50 pcf for an rractiven case assurning a leveI drained backfill condition. Foundation walLs retaining earth when restrained to move should be I rnove shourd be designed to resist an eguivalent fluid pressure of 70 pcf for an rrat restrr case. CR}r'J APACE COVEN when rnoist soits are encountered in the excavation, the ground. surface in crawr space areas should be covered with an impervious rooisture barrier seal-ed against the footings. This will herp to reduce hunidity in the crawr space area. The crawr space shourd be vented. BACKFTTJIJ AND 8I'RFACE DRATNAGE The backfilr praced around the foundation warrs shourd not settre excessively after conpletion of construction and the top one foot of the backfill material must be relatively irnpervious. The on-site soiLs, exclusive of Topsoil and organics,are suitable for use as backfill. Due to the high content of cobbres and bourders, it wilr be necessary to screen out rocks larger than 6 inches prior to using this naterial as backfill. :nackfirl shourd be noistened or dried to near its optinun moisture content and compacted to at least 90 percent of tbe naxirnuro standard Proctor Density. structurar backfiLl should be cornpacted to at reast 9s percent of the maxirnum standard proctor Density. surface water running toward the structure from upslope areas shourd be diverted around and away frorn the buirding by rneans of drainage swales or other sirnilar measures. 9 The finaL grade should have a positive slope away from the foundation wal-Is on a1t sides. A rnininum of 12 inches in the first 10 feet is reconmended. Downspouts and sill cocks should discharge into splash blocks that extend beyond the lirnits of the backfi1l. The use of long downspout extensions in place of splash blocks is advisable. LAWN IRRIGATION Do not install sprinkler systerns next to foundation. walls, porches or patio slabs. If sprinkler systens are installed, the sprinkler heads should be placed so that the spray from the heads, under fu1I pressure, does not fall within five feet of foundation walls, porches or patio slabs. Lawn irrigation rnust be controlled. ff the future owners desire to plant next to foundation wall-s, 'porches or patio sIabs, and are willing to assume the risk of structural damage, etc., then it is advisable to plant only flowers and shrubbery (no lawn) of varieties that reguire very little moj.sture. These ffowers and shrubs should be hand watered on1y. }TTSCELLANEOUS The reconmendations provided herein are based on experience in the area and from the on-site field expJ.oration. The inforrnation obtained forrn the field exploration and laboratory testing reflects subsurface conditions only at the specific locations at the particular tirnes designated. subsurface conditions at other locations and times nav differ fron the conditions at these F I locations... The extent of any variations between the test borings may not appear evident until excavation is perforrned. However, only ninor variations are expected. ff during construction conditions appear to be different, this office should be advised so re-evaluation of the recornrnendations nay be nade. This report has been prepared for the excLusive use of Mr. Ron Riley for the specific application to the proposed resid.ence structure to be located on Lot 7, porest Glen Subdivision; Town of VaiI, Eagle county, Colorado. The findings and recommendations of this report have been prepared in accordance with localIy accepted professional engineering standards for sinilar conditions at this time. There is no other warranty, either expressed or irnplied. Sincerely, INTER-MOIJNTAIN ENGINEERING, LTD . #,- Er**t Luiza Petrovska, P.E. Project Engineer .Lot 74 Lot 8 (, $v \x\V Lot 6 c1 ,FV \' Unplotted O) o 1.+,v CV B-1 o LpT 7 B-2 o LOCATION OF TEST BORINGS PROPOSED RES\DENCE Lot 7, Forest Glen Town of Voil, Eagle CountY, Colorodo PrePored for: Mr. Ron RileY PRoJECT N0, 7S_00A2G DATE: J- 27- 95 SCALE: ,_ /" = 40'DRA$'{ 8Y: L. p. DATE oRtLLEo: ,"'"n? 1995 tNG No' ' o E LEVAT IO N: a Callfornla Thln Iube SanPler A Standard Split spoon SanPler SUMMARY OF TEST BORINGS PROPOSED RESIDENCE Lot 7, Forest Glen Town of UaiT' Eag\e Prepared fori Ron Subdivlslon CountY, Colorado Rlley pnoJEcr No.: 95-0092G F IGURE NO': I O BoRtNG No. z O oATE DRtLLEDT March 20, 1995 ELEVATION: Z'#ffi ""^""oNoFMAr€RraL r*i^l'^,F' I 1."','' 1"ffi 1., 1-l 11""""'""'"--ffi, .-IJMMARY oF TEST BoRINGS PROPOSED RESIDENCE 1'o! 7' Forest Glen Subdivision. Town of viif, Eagfe Countyr Colorado ?rePared for: Ron Ri leY PFroJEcr No.: 95 -0082G F IGUR E NO.: 2 s J J u.t I z E = z 0 -2 -4 0.1 SAIN?L E CF AO IKSFI 70 s\{,EL L,/CONSOL, _ SAI'IPLE FLOODED aTL.3-XSF NAT. \"OISTURE CONTEI{T 6.4 T; NAT DiY DENSITY TO3,T . FCF )< EORTNG 1rrg. B-2 DEPTH 10' IJ lJ I tr.t f>-',t>,lo I ll z o tr =o z 0.t 1.0 LoAD txsFl SAI'i?LE OF Clavey-eiavelly SAND ' r0 103 \rOlSTU 3 E CONT ENT-_94_r; 7o SWf llru CO1SOU.sAr/,P15 FLOCDTD Arlq-KSF D R Y DE:r-SITY 121' 6 SWELL - CONSOLIDATION TEST BESULTS }ROPOSED RESIDENCE Lot 7, Foresc Glen Subdlvlslon Town of Vail, Eagle County, Colorado Prepared for: Ron Riley rrOrtct rO 95 -.0082G r'6,gcg,rg 3 r FOUNDATION WALL POLY_ETIJ E LENE MOtSTUREI u,n^ttl.t GLUEo ro FoUNDATDN I9.P. PNE fOqT OF BACKFILL SHOULD BE RELATIVELY -- IMPERVIOUS FILL. SLOPE AWAY FROM BUILDING. MINUMUM OF 6''OF 3/4 INCH. GRAVEL 3;;?^gttotffo TRfiPfiArF.a ErerD ,. PER Foor ro sEwER TNY.pfi '{"E;;5iilr' B?,,i' J'oF &T-,tofllERAL suBDRArN GEOTEXTIL E ttlf0,['^^Jf?N oR DETAI!_OE_pERtpHERAL DRATN SYSTEM FOR FOOTTNG TYP- nouruDaliol-"' Figure PROPOSED RESIDENCE Lot 7, Forest G len Tovn of Vai1, EAgle Prepared for: Ron Subd iv is ion County, Colorado Ri 1ey r ! PO|_Y-ETHE LENE MOtSTUREI r*At[l.* GLUEo ro FouNDAloN Eo't,8Uu'PBI.??,9€8f ''"IMPERVIOUS FILL, SLOPE AWAY FROM BUILDING. MINUMUM oF G" oF 3,/4 INCH. GRAVEL €t,,+iiJr'+l'trffi trfl,,8f.'Pr',;,,^,-suMp puMp on oavlronrEo. GEOTEXTIL E ttlf0L'o*'f9N oR DETAI_L_OE pEgtpHERAL DRATN SYSTEM FOR FOOTTNG TYPE rOUru0nTiotrr-"'. Figure PROPOSED RESIDENCE Lot 7, Forest Gl en Town of Vail, EAgle Prepared for; Ron Subd iv 1s lon County, Colorado Ri 1ey T?onald H, T?;tuy June 5, L996 Dan Stanek Brr j I ri i no T)pn,a ri- mcnt Town of Vail 75 So. F rrnl..anc Qd. Vail, CO 81657 Dear Dan, As we discussed over the phone. I'd like to rej,nstate my lapsed building permit on Lot T Forest Gl-en. Last summer when we commenced excavation v/e ran into up to 15 feet of top soil not identified in the soils report. We were forced to shut down the project unti-l we cou1d sofve the problem. By using good compatible soil_from the Commons project, we are ready to reconmence buildinq. Thank you for your help in this matter. Sincerely, t* [,0,. Ron RiJ-ey V cci Randy Nicholson, El_k Ridge Bui-Lders KK/ CO 228 Bddge Street, Tail,9olorado 8t6s7 , 3o3-4764to9/4tso o gTRUCTURAL DEgIGN PARTNERgHIR rNc. AuquoI?b,1996 Mr.Randy Nicholson Elk Ridgc 9uilders 1520 E. Mulberry, 9uii.c160 FoftColllna,CO 605?2 r Re:Re: OftsecrNlOx?G Fluah 6eam atEnt;ry .,KJlat T,caVonca- OcarRandyc Inthefirctfloorframinq,thercisaWlOx26fluehbeam running parallelwiththefloor joieto whlch wae lo be centered under the 2x6 inlerior wall at lhe riqhl' oida of the anlry, This fluoh beam aupporto column loado from the roof and Znd floor. Thle bcam ended up bclnq sfr wl1"h a 5' off set to the lett, of its int'ended loaation, with only 2 112" of beanng attheZxG wall. fo provldefullbearlny of the ZxO columns in the tu6 wall,2-11 /18" flush microlam bcamo have becn addcd tlght No lhe riqht 6ide of lhe tN1Ox26 flush beam. Thcec micrlolamo wlll alao provide f ull bcarin4 of the W1Ox26 fluah t.haflush baam of the entry, ao shown in det'ailDlAll. which beara on top of hip,lnc. 3OZ 27b'175O , Fax5O1 279-4354 . BOl 12r.h s||ecL . Gollen, Colorado OO4O1 o o o 2*t- 3r?1e l,aJP{I,fara,-T?rE O7 EUrl2-Y ?/4'TAc- Eb. d1 ., 'ffi'88"r3#LlL,tao rt,. I i gt'(EH >P FLLL o?P?fr Alotzto F.JJ-'=Jbn e O?olzbllta o E , 9?s 454 3634 SUPER I OR TRU55 N0.863 P,03 P.1 aol8AOn eu( Brool'Lw BEB.,J'E r2.@5c0 v a 53 F llllEr oflt m|oF$r) rntiTo Wobh;t'0!|) 6.00[rU I E l 3.50liz 9ql): F:o+o,o|fl slilIi$F;il# iitfiiffiilFfi; ffiffilffiffiffi,ffihiff:l lff,arttor+tn l*ttt1t{.St IRAc|NO ?oroltoig e9T g}|onD ttlffi"mn '",br P$rrn "'c't' 916, 4x4t +# ,l a-E# *llue !|ilH,*, iis LtltID.f lnanaaa I .t f F.pltr.|hcr yIS w. , .urctl il{,tu o$} (B 'Xll I#Fhfif_$_ ffi /97 o r tI' gl/lo 99t 07 I I 979 454 3654 1.5x4 4 13 14 SxSe 9x8r SUFER I OR TRU55 P.02 ocT.31.19S 4raaPlt N0. t?5 P,1 UTOER s.oorfi ff <.l 4x12.. 3 rr(frlDcEn*rri*.rJo'rr.o Wy4I 1.5x4 u 89 12 6x1O j t5 1 l=w 1 5.50lT2 orrrQ(Y): l+t t*t $a l$-eoarl, Poao.ot oI p,T:cp,, rr'o.oo to|Dm(ED -" rctr toJ T@t rdo lctr 0.0 ,BoD! r00 2a13a l,?0(20tr) OhrP 1.||/10{ ftlo*t0{0br). foro+nno llleltglo:.aorer. BRAolto ; ;--^-: It-tjl-i.iliiryffi ToPor{oio |s!T.:,::g..1r ..,rra.dhp.cr.Fr ofroRD ?.-IJ1:TJ *ij-..: 5rr,, l4fDc.r6p) 36nrf ff*"ion'iffiiffdst:*' mrgo'D lffiiffih;'rir''-J;;'"*' !!lx68FFlr0Fit€,rt€txrlHrd&ud oENEilLiEfAtRlont!' smEBf llll*ffiler,tNlrrrrFf€r{o2 - " Ill$Sifi$j?fi?fl0tffi*roro}roBoqrnrsnEH?rEor?HErru8s.}- z, tfu;tr rrlt rp, o.| otr !trf,. ?o axm m|n ru{Dtxa rrrrrudrmn cutlr ||rigflilll (i.r!!r) t'13a,"*tro.rriUo+l . TqFr'r€3Howil![uliD;! -' - tA! lbi t.iatia-oja-L. ri--- - - - !. Al? cH tn' cox Plttllooo ouss6lc lo rlg{ llcr. /rrrH!r^^r rr.|r'a.^-hAA -ar rse*r- :5 l:ffiss{rl-.zlioo.a*,,r" ffit #SSBiffibtffi S{|l1ff,tt$t.y' '$Fr't{'r{''rf or,at''itJ,0-rr.0t.r}rtrrf z6 'rur' t*nnae$ra-Dr.+rr-47-;;;t"o]ilii-,1.2rrar{6., &r2r2cl9.}r,.ta' , Hs*;;;r***,sr,*r**#sds..*rr*.,'$lffi*[ rouprinrrr.6i,r;or-';;;;;"ffi;ff:il# thtrfn x)Notct030i 4x8= E ll ?i4 r)2 fr 4x10 I SDAO|NO 2+0 Phh|l|lcltf l.ts l|,|nlaa Inorr. l.ts i.ptil|]htr yE$Ood. UBC€{ DEFL 0a) ooc) Udofl vril(tt) 03e t.Ylt 66a vr!(rQ o.Ia tar$ Ez fic{|(tU .oJt t0 ih Mrn lrtEh , Ll d.i ! !€11 ? ,.*'nftk "':;i:^n t\ ,.{,u l'Y*^'b" ,fiq t 'L .'/,1'o " ",)$r^l I t7 o a t suPBRroR TRUSS l4orAcroRYRoAD o ' EATON, CO 80615 Phone: (970) 454-3686 Fax: (970) 454-3634 QuoteTo: O ELKRIDGE fuotation Job No: 2402 Pagc: I Dalc: 08-21-1996 Projeot lD: b2178 Project: Model: ]lock No: ,ot No: Contact:Sitc:Oftice:Deliver To: I,OT 7 FOREST GLEN VAIL Account No: Designer: MR Salesman: Quotc No: Name: Pione: T€ntntive Deliverv Date: Profile:Qty:Tnrss Id:Span:Truss Typc:Slopc:LOH ROH ^A 6 A-DJ 38 lbs. cach 6-rl-12 MONO t.00 0.00 l-4-0 0-0-0 I A.IIl 113 lbs. each 21 -ll -8 ROOT'TRUSS 8.00 0.00 I -4-0 140 .q^I A-Uz 113 lbs. each 2t -11 -8 ROOI- TRUSS 2 Rows Lat Brace 8.00 0.00 0,0-0 0-0-0 s 0-5-6 ,,&I A.IIG I 18lb6. each 2t -11 -8 2X4/2X8 ROOF TRIJSS t.00 0.00 I -4-0 l -4-0 ,@h A-HG2 l09lbs. each 21 -11 -8 2X4/2X6 ROOF TRUSS t.00 0.00 0-0-0 0-0.0 s 0-5-8 f)\.J A0l 84 lbs. each 2l-tr-8 ROOF TRUSS 3 Rows Lst Brace E.00 0.00 I -4-0 I -4-0 -,<r\4 A02 85 lbs. each 2l-lr-E ROOF TRUSS 4 Rows Lat tsrace t.00 0.00 l-4-0 0-0-0 s 0-5-8 /(1-\J A03 67lbs ea.h 2t-ll-8 ROOF TRUSS 5 Rows Lat Brace E.00 0.0{.) 0-0-o 0-0-0 s 0-5 8 r'3 B 66 lbs. each 12-2-0 2X6/2]{4 MONO SCISSOR I Row Lat Brace E.00 5.50 l-4-0 0-r)-0 I c01 l04lbs. cach 19-3-E 2X6t2X4 MONO SCISSOR 3 Row Lht Brace E.00 5.50 u-0-0 0-0.0 4 2 c02 l04lbs. each 19-3-8 2X6/2><4 MONO SCBSOR 5 Rows Lat Brace t.00 5.50 0-0-0 0-0-0 4 c03 98 lbs each t9 - 3 - 8 a6/2X4 MONO SCISSOR 2 Rows Lat Brace E.00 5.50 0-0 0 0-0-0 s 2'4-0 .4 2 (l) z'Ply CGR l20lhs- cach 19-3-8 2X4nX6 MONO SCISSOR 8.00 550 0-0-0 0,0-0 3 CJ.A 5l lbs. cach 9-10-7 ROOF TRUSS 5.66 0.00 t-10"t0 0-0-0 4 I CJ.E 40 lbs ee.h 8-5-13 2X3nX4 ROOF TRUSS 5.66 3.95 l-10-10 0.0-0 -4 I cJ-I.' 37lbs. earh 8-5-13 2X6/2><4 ROOF TRUSS I Row Lat Br.cc 5.66 3.95 t-10-I0 0-0-0 A I CJ-G 42lbs. each 9 - r - ll ROOF TRUSS 5.66 0.00 0-0-0 0-0-0 t CJ.Q 42 lbs cach 8-s-13 2Xit2X4 ROOF TRUSS 4.24 2.56 t-10-t0 0-0,0 4 I D0r 14 - 5 - 8 2X3/2X4 R@F TRI]SS I Row Lat Brsce 8.00 5.50 I,4-0 0-0-0 I D03 90lbs each 19-3-8 1X5nX4 MONO SCTSSOR t.00 0-0-0 0-0-0 s 2-4-O SUPERIOR TRUSS l4oFACroRYRoAD o " EATON, CO 80615 Phone: (970) 454-3686 Fax: (970) 454-3634 QuoteTo: O ELKRIDGE Job No: 2402 Pagc: 2 Dnte : 08-21-1996 ProjeotlD: b2178 Prujact; I Model: I ilock No: ,ot No: Contact I Site: I Ofrcr:Deliver To: LOT 7 FOREST GLEN VAIL Account No: Derigner: MR Sal€s&etr: Quotc No: Name: Phone; Tentitive l)eliverv Daft : Profile:Qty:Truss Id:Span:Truss Type:Slope:LOH ROH 3 D04 90 lbs. each 19-3-8 2X6/2X4 MONO SCTSSOR t.00 ),)u 0-0-0 0.0-0 s 2-4-0 p t (l) 2-Ply DGR 89lbs. each 14-5-8 2X6DX8 ROOF TRUSS E.00 s.50 I-4-0 0-0-0 I 2 E-EJ 30lbr- cach 6-0-0 zxit2X4 ROOF TRUSS 8.00 5,50 I -4-0 0-0-0 c I EOI 52 lbs. each 10-0-0 2X3nX4 ROOF TRUSS I Row Lat Brace E.00 5.50 1-3-10 0.0-0 "4 1 802 46 lbs cach l0-0-0 2X3t2X4 ROOF TRUSS 8.00 5.50 1-4-0 0.0-0 "/ 2 E03 69 lbs. each l0-0-0 ROOF TRUSS 2 Ro\l/s Lat Br.ce t.00 5.50 I -4-0 0.0-0 "/ .'D04 6'l lbs. cach l0 - 0 - 0 ROOF TRUSS 8.00 5.50 l-4.0 0-0-0 s 2-2-8 4 1 D05 32 lbs. e.ch 10-0-0 2y3t2X4 ROOF TRUSS E.00 5.50 I - 4.0 0-0-0 | 2-2-a 4.I E06 31 lbs. e.ch t0-0-0 2y3t2X4 ROOF TRUSS 8.00 5.50 1-4-0 0,0-0 s 2-2-8 "e I EGR 52lbs. esch 10-0-0 2><3t2X6 ROOF TRUSS 2 Rows Lat Blace 8.00 5.50 l-3-10 0-0-0 4 5 F 32 lbs. each 6-0-0 2X6l2X4 ROOF TRUSS 8.00 5.50 0-0"0 0-0-0 A 1 F',o1 6E lbs. each 13-0-0 2X6nX4 ROOF TRUSS I Row LBt Brace t.00 5.50 I -4-0 0-0.0 A I F02 7l lbs. each 13-0-0 2xdnu ROOF TRUSS 2 Rows Lat Brace t.00 5.50 I -4-0 0-0-0 A I F03 77lbs. €ach 13-0-0 D{6/2l{4 ROOF TRUSS 2 Rou,s Lat B$ce E.00 5.50 I -4-0 0-0-0 A 3 F04 13-0-0 1X6t2X4 ROOF TRUSS 2 Rows Lst Braco 6.00 5.50 1.4-0 0-0-0 I FGR 13-0-0 2X4l2X6 ROOF TRUSS I Row Lat Bracc t.00 5.50 t-4-0 0.0-0 A I G-HG 8-10-0 2X4nX6 ROOF TRUSS E.00 0.00 1-4-0 0-0-0 A G0r 3l lbs. cach 6-70-8 R@F TRUSS 8.00 0.00 0-0-0 0-0-0 .A I GGR 64lbs. e..h 8-10-0 2X4t2X6 ROOF TRUSS I Row Lat Bracc t.00 0.00 I -4-0 0-0-0 /A 2 J 13-6-0 7X6bX4 ROOF TRUSS t.00 0-0-0 0-0-0 SUPERIOR TRUSS t4oFAcroRYRoAD o " EATON, CO 80615 Phone: (970) 454-3686 Fax: (970) 454-3634 H:ffi", o JobNo: Z4O2 Pags: 3 Date: 08-21-1996 Projeot ID: b2178 Projccl I Model: I |lock No: ,ot No: Conlact:Site: I Offrce:Deliver To: LOT 7 FOREST CLEN VAIL Account Nq: Designer: MR Soicamefli Quot€ No: Name: Phone: Fx: Tentltivc Delivcrv Date: Profile;Qty:Truss Id:Span:Tnrss Type;Slope:LOH ROH 6 JOOA 8 lbs. each 0- 11 -12 2X4nX6 ROOF TRUSS 7.94 0.00 t -4-0 0-0-0 ,t .,JOIE 13lbs. each 1-10-9 2X3nX4 ROOF TRUSS 8.01 5.51 t.4-0 0.0-0 ,JOl F 13lbs. each t-10-15 2X3t2X4 ROOF IRUSS t.0t 5.52 t-4-0 0-0-0 z, I JOlG ) | tbs. eath 2-10-2 ROOF TRUSS 8.00 0.00 I -4-0 0-0-0 ',J01Q 12lbs. each 1-10-15 2X1/2X4 ROOF TRUSS 6.01 3.51 I -4-0 0-0-0 A 6 JO2A ? lbs. each 2-tt-12 ROOF TRUSS t.00 0.00 l-4-0 0-0-0 A I JOzG 14lbs. each 2-10-8 ROOF TRUSS t.00 0.00 0-0-0 0-0-0 F 2 JO3E 3-10-9 2X3t2X4 ROOF TRUSS E.0l 5.50 I,4-0 0-0-0 2 JO3F 2l lbs. each 3-10-15 2X3t2X4 ROOF TRUSS 8.01 5.51 I -4-0 0-0-0 .z 1 JO3G 20 lbs. each 4-10-2 ROOF TRUSS E.00 0.00 I -4-0 0-0-0 ',J03Q 2l lbs. each 3-10-15 28nX4 ROOF TRUSS 6.01 3.51 1-4-0 0-0-0 ,1 6 JO4A 20 ibs. each 4-11 -12 ROOF TRUSS 8.00 0.00 I -4.0 0-0-0 I I JO4G 20 lbs. each 4-10-8 ROOF TRUSS 8_00 000 0.0-0 0-0-0 2 (l) 2-PlY JGR /9 lbs. cacn 13-6-0 2X4nX8 ROOF TRUSS t.00 5.50 0-0-0 0-0-0 ,A\I JII 74 lbs. each 13-6-0 2X6t?X4 ROOF TRUSS t.00 5.50 0-0-0 0-0.0 4 K I lbs. cach l8-0-0 1X6t2X4 QUEEMOST 8.00 5.50 I -4-0 I -4-0 .A l3 L 90 lbs. each 16-0-0 2X6nX4 KINGPOST 8.00 5.50 I -4-0 I -4-0 .A 3 103 85 lbs. each 16-0-0 x6rzx4 KINCPOST E.00 5.50 I -4-0 0.0-0 s 0-3-8 .e ,LGRT 84 lbs. each t6-0-0 ?x4f2x6 KINGPOST 8.00 5.50 1-4-0 | -4-A (l) 2-Ply LGFUI 88 lbs. cach 17-3-13 ,xalrx6 F'INK 7.39 5nr I -6"0 I-6-0 SUPERIOR TRUSS l4oFAcroRYRoAD o ' Elrory co 80615 Phone: (970) 454-3686 Fax: (970) 454-3634 H:ffi"" O JobNo: Z4O2 Pago: 4 Date: 08-21-1996 ProjeotlD: b2178 Project: Block No: Model: Lot Nol Contaat:Sitc:Offrcc:Deliver To: LOT 7 FORBST GLEN VAIL Account No: Designcr: MR Solestrlan: Quote No: Name: Phofle: Tentative Deliverv Date: Profile:Qty:Truss Id:Span:Truss Type:Slope:LOH ROH I M01 l00lbs. each t9-8-4 2X6/2X4 QI'EENPOST 2 Rows Lat Brace t.00 5.50 I-4-0 0-0-0 I M02 l0l lbs. each 19-E-4 2X6/2)(4 QUEENPOST 3 Rows Lat Brace t.00 5.50 l -4-0 0-0-0 I M03 101 lbs. cach 19-E-4 2X6nX4 QUEENPOST 2 Rows Llt Braae E.00 5.JU I -4-0 0-0-0 9 N.EJ 2l lbs- cacl 4-3-8 2Xi/2){4 ROOF TRUSS E.00 5.50 1-4-0 0-0-0 .| (l) 2-PlY N-HG 82 lbs. each t9-4-12 2X4/2X6 ROOF TRUSS t.00 J.50 l -4-0 0.0-0 I N01 86 lbs. each 19-4-12 2X6nX4 MONO HIP 8.00 5.50 l-4-0 0-0-0 &I N02 93 lbs each t9-4-12 2X6nX4 COMMON t.00 5.50 l -4-0 0.0.0 ,4h I N03 104 lbs. each t9-4-t2 2.J{6n){l COMMON 2 Ro$ts Lat tsrace 8.00 5.50 i-4-0 0-0-0 /d\t I N04 I 13 lbs. each t9-4-12 ?x6/2X4 QUBENPOST 8.00 5.50 l-4-0 0-0-0 7 ( I ) 2-Ply NGR 80 lbs. each 14-8-8 2X4/2X8 COMMON 8.00 5.50 l-4-0 0-0-0 -4 I Q-EJ 29 lbs. each 6-7-0 1X6t2X4 MONO SCISSOR 6_00 3.50 l-4-0 0-0-0 3 I Q-EJz 32 lbs. each 6-0-0 D<3/2X4 ROOF TRUSS 6.00 3.50 I -4-0 0-0-0 A I Q-DJ3 29 lb6. eaah 6-0-0 2X3/7X4 ROOF TRUSS 6.00 3.50 l-4-0 0-0-0 A 1 Qr 66 lbs. esah 12-0-0 2X3nX4 ROOF TRUSS I Row Lat Brf,cG 6.00 3.50 l -4-0 0.0-0 A I Q2 68 lbs. each 72-0-0 28nX4 ROOF TRUSS I Row Let Bracc 6.00 3.50 t-4-0 0-D-0 A I Q3 60 lbs. each 12-0-0 2Jt6t2J<4 ROOF TRUSS 2 Rows Lat Bracc 6.00 0.00 I -4- 0 0-0-0 .d4 I QGR 12-0-0 x4t2x6 ROOF TRUSS I Row Lat BBce 6.00 3.50 I -4.0 0-0-0 4 s 45 lbs. each t-0-0 2XnX4 sclssoR E.00 5.50 l-4-0 I -4-0 ^e 4 (2)2-Pty x 40 lbs. each 7-0-0 2X4l2X6 MONO HIP i.00 5.20 1.4-0 0,0-0 .<t\3 (l) 3'Pb Y 131 ths cfh 20-0-0 7X6nXA TINK t.00 o(m 0-0-0 0,0-0 SUPpRTORTRUSS J4o_fAcroRY_RoAD O . EATON, CO 80515 Phone: (970) 454-3686 Fax: (970) 454-3634 T:l;", a JobNo: 2402 Page: 5 Date: 08-21-1996 ProjectID: b2178 Projecl Block No: Mod€l: Lot Noi Contrct;Site:Office:Deliver To; LOT 7 FOREST GLEN VAIL Account No: Designr: MR Ssl$ntan: Quotc No: Namc: Phone: Tentative Deliverv Date: Profile:Qty:Truss ld:Span:Truss Type:Slope:LOH ROH MISC. ITEMS Quantity: 196 9 2l 35 1 5 ,) 4 Description: H2.5 CLIP Ai4 LU-26 HUS-26 suR-26 SUL26 HGUS-28-2 HUSzl0 Dear Valued Cuslomer, Attached are copics ofyour 172 engineered tuss calculatiorL along with a tuss lsyout. We cncourage you to revicw lhis paokage wilh your clienls and employeec, taking time to discuss and confirm trurs profilcs, counts and spans. Please call our offrce wilh any suggestiors aad / or changes to this package- These Calculation are based on idomation providod by the plans in our possession and any documented discussions oflhose plars. Ifthcre are any deviations from the plans please notiry us &nm€diately. We strive lo give you the b€s product on the market and are here to meet your needs. Thank you for yoru busines. Unl€ss not€d otherwise, prices are good for 45 dals. Total Truss Price: S10,83 L93 Misc. Items: $313.10 Total: $11,145.03 Sales Tax: ( 3 %): $334.35 Delivery: $450.00 SellingPrice: $11,929.38 LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 Truss Type ROOF TRUSS SPAC|NG 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Reo Slress Incr YES Code UBC-94 DEFL (in) (loc) l/defl Verf (LL) 0.37 6/5 705 Vert(TL) 0.48 6/5 537 Hoz(TL) 0.07 5 n/a Min Length / LL dell = 360 BRACING TOP CHORD Sheathed or 2-9-9 on center purlin spacing. BOT CHORD 1-7:6-3-0, 6-7:6-3-0, 5-6:6-3-0.WEBS 1 Row at midpt 2-7,7-3,7-4 LUMBER TOP CHORD 2 X 4 SPF 21OOF 1.8E BOT CHORD 2 X 4 SPF 1650F 1.5E WEBS 2X3SPFNo.3 SLIDER Left 2 X 4 No.2 SPF-G 4-1-8, Right 2 X 4 No.2 SPF-G 4-1-8 REACTfONS (lbs/size) 1=251110-54,5=2511/0-5-8 Max Hoz 1=247(load case 3) Max Uplift 1=-443(load case 4), 5=-443(load case 4) FORCES TOP CHORD 1-2=-2664, 2-3=-1862,3-4=1 862, 4-5=-2664 BOT CHORD 5-6=2086, 6-7=2086, 1-7=2086 WEBS 2-7=-667,3-7=1oo7,4-7=-667 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1,33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upln as follolvs: Two each connectors at joint(s) 1 , 5 3) A plate rating reduction of 20% has been applied for the green lumb€r members. LOAD CASE(SI Standard ELK RIDGE/RILEY RES./JOB #2402 3.300 e SeD 20 1 lnc. Thu Aug 22 07:47:5419%Page 1 , -1-+0 I 5-t11 | 1G11-12 I . 1et10 | 21-11-8 12$3-8 $5.14 t5-14 tt 14 s$.14 4x4 t 3 8.oo F 3x4 i'3x4. 2 4 (9 o 4x4 .\ 4x4 \' o ol Fl o o Td o 1 8x1 Q= 5 8x10 = 21-11-8 1G11-12 Plate Offsets (X,Y): [1 :0-0-0,0-0-0], [5:0-2-14,0-0-0] 4x4 - PLATES GRIP M20(209a) 149/110 Weight: 84 (lbs) Job 82178 Truss AO2 trusstype J ROOF TRUSS oty 4 Plv I o ELK RIOGE/IIILEY REs. I JOB #2402 )R TRUSS 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:48:01 , ,r-ao r stta , lGl1 { 1-+0 t5-14 $$11 $t14 4x4= 3 4x5 -.' 4 1.5x4 5 8.oo F2 4x4 r 4x4 t 1 6x10 <Yt € co o oI o il r;t: ! 1Gr1-12 | 21-e0 21C1-8 1G11- 12 Plate Offsets (X,Y): [1 :0-0-4,0-0-01, [6:G1-8,0-24] LOADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Plates Increase 'l .15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 csl TC O.97 BC 0.81 wB 0.85 DEFL (in) (loc) l/defl Vert(LL) 0.33 7tG 765 Vert(TL) O.44 1E 583 Hoz(TL) 0.06 6 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 85 (lbs) LUMBER BRACING TOPCHORD 2 X 4 SPF 1650F 1 .5E 'Except' TOPCHORD Sheathed or 2-213 on center purlin spacing, 1-32X4 SPF 2100F 1.8E exceet end \r'erticals. BOT CHORD 2 X 4 SPF 1650F 1.5E BOT CHORD 1-8:6-10, 7€:6-3{, 6-7:6-3-0.WEBS 2 X 3 sPF No.3 'Except' WEBS 1 Row at midpl 2-8, 8-3 4-5 2X4 HF-G Stud 2RowsatlBpts 46 SLIDER Left2X4 No.2 SPF-G 4-1-8 REACTfONS (lbs/size) 1=24761O-5-8,6=2476O-54 Max Hoz 1=355(load case 3) Max Uplift 1 =-437(load case 4), 6=-376(load case 4) FORCES TOP CHORD 1-2=-2608, 2-3=1805, 3-4=-1805, 4-5=0, 5-6=-714 BOT CHORD 6-7=1 952, 7-8=1 952, 1 a=2o42 WEBS 2-8={.72,3-8=943,4€=-s59,46=-2561 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom ohord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increage = 1 .33. Both end verticals are expos€d. 2) Special hanger required to support concentrated loads. 3) Hanger recommended for connection of truss to bearing walls due to upliff.: H2.5 at ioint(s) 1 , 6. 4) A plate rating reduction of 20% has been applied for the green lumb€r membe6. LOAO CASE(SI Standard Job a2178 Truss A03 Trussrvne I ROOF TRUSS Qtv Ply 1 I ELK RIDGE/RILEY RES./JOB #2402 4x5 \' 5 6 G!8 S2-6 s.oo rz 3.300e Sep20 1995 MiTek Industties, Inc. Thu Aug 22 07:48:08 1 ++8 ,2-6 , 1OS1 , 1d2-2 , 2t-2-8 zt-&o 5-s.14 &s14 4x4= 4 (t) o 1.5x4 2 1.5x4 t5 il -G&8 1G&4 , 21-2-8 21.8,0 '- Plate Offsets (X,Y) : [1 :0-1 -8,0-2-4], 17 :O-1 -8,0-2-41 LoADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Pfates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 csl TC 1.00 BC 0.82 wB 0.95 DEFL (in) (loc) udefl Vert(LL) 0.32 817 795 Vert(TL) O .42 1 19 6Os Hoz(TL) 0.06 7 nla Min Length / LL defl = 350 PLATES GRIP M20(209a) 1491104 Weight: 87 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1 .5E TOP CHORD Sheathed or 2-0-3 on center purlin spacing, BOTCHORD 2 X 4 SPF 1650F 1.5E except end verticals.WEBS 2 X 3 SPF No.3 *Except' BOT CHORD 1-9:6-3-0, 8-9:6-3{, 7€:$}0. 5-72X4 HF-G Stud, 1-32X4HF-GStud WEBS l Row at midpt 94 2 Rows at 1l3 pts 5-7. 1-3 REACTfONS (lbs/size) 1--245810-54.7.245810-5-8 Max Hoz 1=306(load case 3) Max Uplift 1 =-373(load case 4), 7=-373(load case 4) FORCES TOP CHORD 1 -2=-730, 2-3=O, 34=-1T17, 4-5=-17ft , 316=0, 6-7=-714 BOT CHORD 7-8=1931, 8-9=1931, 1-9=1976 WEBS 1-3=-2557, 3-9=-619, 4-9=912, A9=-5ffi, +7=-2534 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 -33, Plate Increase = 1 .33. Both end verticals are exposed. 2) Special hanger required to support concentrated loads. 3) Hanger recommended for connec-tion of truss to bearing walls due to uplift.: H2.5 at joint(s) 1 , 7. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Job 82178 Truss A-E.J TrussType ! MONO Qtv o Ply 1 o ELK RIDGE/RILEY RES.IJOB #2&2 3.300 e Sep 2() 1995 MiTek lndustries, Inc. Thu Aug 22 07:47: r .1-+0 | 97-0 | 6tt12 | 3-+12 1.5x4 tl 3 1-40 97-0 (o ro (, O,r ol 51 1 .5x4 't Plate Offsets (X,Y): [1 :0-0-0,0-0-0] LoADING (pst) TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 2-0-0 Plates Increase "1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBC-94 csl TC 0.46 BC 0.30 wB 0.31 DEFL (in) (loc) Ydefl Vert(LL) 0.08 114 956 Vert(TL) 0.11 114 736 Hoz(TL) 0.@ 4 nla Min Length / LL defl = 360 PLATES GRIP M2O(2Oga) 149/110 Weight: 38 (lbs) LUMBER BRACING TOP CHORO 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 except end verticals. WEBS 2 X 3 SPF No.3 BOT CHORD 1-4:6-3-0. SLfDER Leff.2 X 4 No.2 SPF-G 2-5-7 REACTIONS (lbs/size) 1=934/0-5-8,4=680/0-5€ Max Hoz 1=332(load case 3) Max Uplift 1=-65(load case 3), 4=-232(load oase 3) FORCES TOP CHORD 1 -2=-464. 2-3=0. 3-4=-304 BOTCHoRD 1-4=350 WEBS 24=-468 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions tl5.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The left end vertical is exposed and the right end vertical is not exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls dueto uplift as follorrvs: One conneclor at joint(s) 1,4. 3) A plate rating reduction of 20% has been applied forthe green lumber members. LOAD CASE(S) Standard Truss A-H1 Truss Type ROOF TRUSS ,1-+0, L*14 1-+0 +u14 1 8x10= &11-12 vl1 12 ELK RIDGE/RILEY RES./JOB #2402 USS e Sep 20 1 Inc. Thu Aug 7:121996 Page &11- 12 , 12-'11,12 , 17-t10 21-11-a , 233.8 +G0 ++11 +r14 1-4-0 +tt4 4x5 1l 4 4x4 - C' o, (o IA l;-!T 'r -I o 8x10 - --1--------- ::' +G0 &11-12 8.oo ll, 2x4 r Plate Offsets (X,Y): [1 :0-0-0,0-0{1, [6:0-2-14,0-0-0] SPAC|NG 24-O Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 2X4SPF-G No.2'Except. 3-42X4SPF't650F 1.5E 2X4SPF-GNo.2 2X3SPFNo.3 Left 2 X 4 No.2 SPF-G 3-4-9, Right 2 X 4 No.2 SPF-G 3-4-9 (lbs;/size) 1=251 I lO-5-A, 6=251 1/0-5-8 Max Hoz 1=-205(load case 2) Max Uplift 1 =-443(load case 4), 6=-443(load case 4) 1 -2=-2788, 2-3=-2198, 34=-1 826, +5=-21 98, $6=-2788 6-7=21 50, 7 -8=1826, 8-9=1 826, 1 -9=21 50 2-9=-41 4, 3-9=387, 4-9=0, 4-7=3a7, 5-7=-41 4 BRACING TOP CHORD Sheathed or 1-9-12 on center purlin spacing. BOT CHORD 1-9:6-3-0, 8-9:G3-0, 7-8:G3{, 6-7:6-3-0. LoADING (ps0 TCLL 80.0 TCDL 1s.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS SLIDER REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES csl TC 0.92 BC 0.86 wB 0.42 DEFL (in) (loc) l/defl Vert(LL) 0.17 8n 999 Vert(TL) O.22 716 999 Hoz(TL) 0.07 6 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 149/110 Weight: 113 (lbs) 1) This kuss has been designed for the wind loads generated by 100.0 m.p.h- winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 wiih exposure C (ASCE 7-93). Lumber Increase = 1 ,33, Plate Increase = 1.33. Both end veriicals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due lo uplift as follows: Two each connectors at joint(s) 1 , 6. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard Job 8.2178 Truss A-H2 trussrype ! ROOF TRUSS Qty 1 Plv 1 t ELK RIDGE/RILEY RES./JOB #2402 ,ERIOR TRUSS 1.5x4 2 3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:47:221996 Page 1 -+3,8 +2-6 , &&4 , 12-&4 , 17-2-2 , 21-2-8 21t-UO csl4 +s6 0$8 8.oo FZ 4x5'. ? 1.5x4 +s14 1-G0 4x4= 4x5 tl 45 (', o, (o rclT 31 109 3x6 = 3x4 = 7 1 4x6 = 11 3x8 = .++8 &&4 I 1r-& | '1-"8 Plate Offsets (X,Y): 11 :O-1 -12,0-2-41, [5:01 -8,-0-3-81, [8:0-1-12,0-2-41 LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber Increase 1.15 ReD Stress lncr YES Code UBC-94 csl TC 0.89 BC 0.85 wB 0.84 DEFL (in) (loc) l/defl Vert(LL) 0.16 10/9 999 Vert(TL) o.2O 1t11 999 Hoz(TL) 0.07 8 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 1 13 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 .Except. TOP CHORD Sheathed or 2-3-0 on center purlin spacing, 4-5 2 X 4 SPF 1650F 1 .5E exceot end verticals. BOTCHORO 2X4SPF-GNo.2 BOT CHORD 111:6-30, 10-11:6-3-0, 9-10:S3-0, 8-9:6-3-0.WEBS 2 X 3 SPF No.3 'ExceDt' WEBS 1 Ro/i at midpt 1-3. 6-8 1-3 2X 4 HF-G Stud, 6-8 2 X 4 HF-G Stud REACTfONS (fbs/size) 1=2458fr-5"8,8=2458/G5€ Max Hoz 1=264(load case 3) Max Uplift 1=-373(load case 4), 8=-373(load case 4) FORCES TOP CHoRD l -2=-635, 2-3=0,3-4=-2099,4-5=-1744, s-6=-2085, 6-7=0, 7{=-619 BOT C HOR D 8-9= 1 959, 9-1 0=1732, 1 O-1 1 =1732, 1 -1 1 =2024 WEBS 1-3=-2669, 111=-357, 4-11=333, 5-1'l =21, 5-9=307, &9=-290, 68=-2632 NOTES 1) This truss has been designed for the wind loads generated by 100-0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 wilh exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) Special hanger required to support concentrated loads. 3) Provide adequate drainage to prevent water ponding. 4) Hanger recommended for connection of truss to bearing walls due to uplift.: H2.5 at joint(s) 1,8. 5) A plate rating reduction of 20% has been applied for the gre€n lumber members. LOAD CASE(S) Standard Job 82178 Truss A.HG Truss type ! ROOF TRUSS otv 1 Plv ,| o ELK RIDGE/RILEY RES./JOB #2402 6x8 = 5 2x4 | 4 rP t?_o 9r "il o_ SUPERIOR TRUSS 11 10 6 6xB = 1Ox10 = , -1-44 , !$11 611.12 , 1611-12 , 1+11-12 1&t10 , 21-11-8 , 2'$8 , 1-+0 1.S14 3514 +G0 +G0 3t14 6x8 = 3 8.oo [1', 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:47:36 1996 Page 1 10x14 -. ui rn Plate Offsets (X,Y): [3:G0-0,o1-8], 15:0-0-0,01-81, [7:0-0-s,0{-01, [8:0-0-0,G5-8], [9:0-0-0,0-]81, [11:0-0{,05-8] LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAGING 2.0-O Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code UBC-94 csl TC 0.87 BC 0.75 wB 0.76 DEFL (in) (loc) l/defl Vert(LL) 0.20 4 999 Vert(TL) O.?7 4 960 Hoz(TL) 0.07 7 nla Min Lengh / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 118 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1 .5E .Except- TOP CHORD Sheathed or 1615 on center purlin spacing. 3-5 2 X 6 SPF 1650F 1 .5E BOT CHORD 9-10:6-3-0, 8-9:6-30, 7-8:6-3-0, 1-11:6-3-0, '1G11:6-3-0. BOT CHORD 2 X 8 SPF 1950F 1.7E WEBS 2X3 SPF No.3 *Except' 1'l-32X4 HF-G Stud,5-8 2X4 HF-G Stud OTHERS 2X 1O DF 1950F 1.7E WEDGE Right:2X10 REACTIONS (lbs/size) 1=49OSIO-7 -11 (input: 0-5-8), 7=4905rc-7-'l 'l (input: 0-48) Max Horz 1=166(load case 2) Max Upliff 1=-1048(load case 4), 7=-1048(load case 4) FORCES TOP CHORD 1-2=$722, 2-3=-64N, }44116,4-5=-61 16, 5-6=-6400, 6-7=-6722 BOT CHORD 7-8=5182, 8-9=5345, 910=5345, 'lG1 l =5345, 1-11=5182 WEBS 2-11=N2,3-11=1883, 3-9=1 231 , 4-9=-842,5-9=1231 , 5-8=1883, 6-8=202 NOTES 1) This truss has been designed for the wind loads generated by 1ff).O m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber lncrease = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON HUS26 recommended to support concentrated load from member(s) perpendicular to kuss at joints(s) 8, 11. at joints(s) 6. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Requked bearing size at joint(s) 1 , 7 greater than input bearing size. LOAD CASE(S) 1) Lumber Increase=1 .15, Plate Increase=1 .15 Continued on paqe 2 Job 82178 Truss A-HG TrussType ! ROOF TRUSS Qtv 1 Plv 1 t ELK RIOGE/RILEY RES./JOB #2402 SUPERIOR TRUSS 3.300eSep20 1995 MiTek Indushies, Inc. ThuAug 22 07:47:37 1996 Page2 LOAD CASE(S) Uniform Loads (lbs per fr) Vert:1-2=190.0, 2-3=-190.0, 3-4=-190.0, 4-5=-190.0, 5-6=-190.0, 5-7=-190.0, 7€=-20.0, 8-9=-269.4, 9-10=-269.4, 10-1 1=-269.4, 1-11=-2O.A Concentrated Loads (lbs) Vert:1 =-253.3. 7=-253.3. 8=-1396.9. 1 1 =-1396.9 Job B.2174 Truss A-HG2 rrussType ! ROOF TRUSS Qtv 1 Plv 1 o ELK RIDGE/RILEY RES./JOB #2402 iUPERIOR TRUSS 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:47:45 1996 Page 1 -G$8 t2-6 G&4 1G&4 , 1+&4 , 1A-2-2 21-2-A 21-84 G98 $2-6 !$14 +G0 +0-0 3tt4 3s6 GS8 1.5x4 tl 4 8.oo rt 1.5x4 .'1 .5x4 t 4x12 -'4x8'. 6xO ll 4x4- 5 tt) (r) rr) 9T 9l r-l l.; 1: 13 12 5xB = 3x4 = 11 3xB = 10 9 8x10 =tt 6x10 ll 1 4x10 tl -+18 C&4 / lGS4 I 1+e1 l 21-2-8 zl-&P Plate Offsets (X,Y): [1:0-0-8,0-0-13], [3:0-1-8,0-1-12], [6:0-2-8,-0-4-4], [8:0-2-0,0-1-8], [9:0-0-0,G441 LOADING (psf) TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACTNG 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 ReD Stress lncr NO Code UBC-94 csl TC 0.87 BC 0.35 wB 0.85 (Matrix) DEFL (in) (loc) Vert(LL) 0.09 10rg Vert(TL) 0.12 10/9 Hoz(TL) 0.04 8 Min Length / LL defl = 360 l/defl 999 999 n/a PLATES GRIP M20(20ga) 149t1o4 Weight: 109 (lbs) LUMBER BRACING TOP CHoRD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 1-9-3 on cenler purlin spacing. BOTCHORD 2X6SPF 1650F 1.5E BOTCHORD 11-12:6-3{, 1G11:G}0, 8-9:6-3-0, 1-13:6-3-0, 12-13:5-3-0,WEBS 2 X 3 SPF No.3 *Except. 9-10:6-3-0. 6-92X4HF-GStud SLIDER Left2X616s0F 1.5E SPF 1-1 1-13, Risht2X61650F 1.5E SPF 2-4-7 REACTIONS (bs/size) 1=1916/0-5-8, 8=2608/0-5-8 Max Hoz 1=144(load case 3) Max Uplift 1=4&4(load case 4), 8=-629(load case 4) FORCES TO P C H o R D 1 -2= -237 7, 2-3= -1 931, 3- 4= -201 1, 4-5=-201'1, $6= -2o1 1, 67 = -2922, 7 a= 4296 8OT CHoRD 8-9=2379, 9-10-24C0, 10-11=24oo, 11-12='1574, 12-'t3=1574, 1-13=1777 WEBS 2-13= '54,3-13=221, 311=708, 411=-14, 6-11=-629, 6-9=1657, 7-9=26 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with elposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Inorease = 1.33. Both end verticals are expoaed. 2) Provide adequate drainage to prevent water pond;ng. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: Two each connectors at joint(s) 1, 8. 4) A plate rating reduction of 20% has been applied for the green lumb€r membe6. LOAD CAsE(s) 1) Lumber Increase=l.15, Plate Increase=1.15 Uniform Loads (lbs per ft) Vert:1-2=-190.0, 2-3=-190.0, $5=-190.0, 6-7=J90.0, 7-8=-190.0, &9=-20.0, 9-10=-269.4, 1-13=-20.0 Concentrated Loads (lbs) Vert:9=-1396.9 Job 82178 Truss B Truss Type ! MONO SCTSSOR ELK RIDGE/RILEY RES Plate Offsets (X,Y): [8:0-0-0,0 , -1-40, 4'0-11 1-+0 4-G',t 1 e,we e esP 4v , &1-5 | +0"11 12-2-O 4-0t l 3x6 - 6 8.00 12 4x4 3x6 rs 4 ,.i 4x5 "? 5.50 FZ , s11-0 1?:2-0 t s11-0 830 *** Overlapping Plates *** REVIEW REQUIRED -'t-81 ro (o ,.d I ' /4ld la /"/ 10 ld ===-2$ I --.''j'/ a o t/- 4x4':: g F- 2x4 t 2 rttr',w t{ 1 5x6'; I 3x4 ::o o LoADING {ps0 sPAclNG 2-0-0 csl TCLL 80.0 Plates Increase 1.15 TC 0.84 TCDL 15.0 Lumber Increase 1.15 BC O.74 BCLL 0.0 I Rep Stress Incr YES WB 0.83 BCDL 10.0 | Code UBC-94 | (Matrix) DEFL (in) (loc) Vert(LL) 0.10 9/8 Vert(TL) 0.13 9/8 Hoz(TL) 0.07 7 Min Length / LL defl = 360 l/defl 999 999 n/a LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-4-8 on c BoT 0HORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2 X 3 SPF No.3'Except' BOT CHORD 1-9:$0-1 1, 8-9:6-3-0. 1-22X6SPF 1650F 1.5E, 1-32X4 HF-G Stud WEBS l Rowat midpt 1-3 OTHERS 2X4 HF-GStud REACTfONS (lbs/size) 1=1471 lG5-8, 7=122610-3-A Max Hoz 1=713(load case 3) Max Uplift 1=-1O7(load case 2), 7=-514(load case 3) FORCES TO P CHO R D 1 -2= -47 1. 2-3= 40. 3-4=-21 04. 4-5=-1 857, 5$=-66, &7=-268, 7-8=957 BOT CHORD 8-9=1598, 1-9=2292 WEBS 1-3=-2820,3-9=-364,5-9=509,5-8=-1463 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, '100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 'l .33, Both end verlicals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One conneclor at joint(s) 1 . 3) A plate rating reduction of 20% has been applied for the green lumber memb€rs. LOAD CASE(S| Standard .tJoB#2&2 Tiru Aus 22 07.46. i 6 i996 Fagel (t, N ro o,{t *l ,l uil '-l I Ove PLATES GRIP M20(209a) 149t1o4 Weight: 66 (lbs) center purlin spacing, ( Job a2178 Truss c01 TrussType |! MONO SCISSOR otv 1 Plv 1 t ELK RIDGE/RILEY RES./JOB #2402 RIOR TRUSS B.oo llZ 4x'10 t ro @ d) 3.300 e Sep 20 1995 MiTek Industries, lnc. , }$1 , 7-;'1 11-12 , r5+2'tSJ-6 r*+8 391 3+1 4-+1 $91 G1-1 +2.2 4x5 =I 3x8,,, 3x6, 6 4x6 ', 1.5x4 ll 4 4x12 t 3 11 6x8 10 6xO = 13 3x8 z 5.5oFZ 12 5x6z Plate Offsets (X,Y): [1:0-1-12,0-2-81, [7:0-1-8,0-1-8], [11:0-]0,G]01, [12:0-0.0,0-3-81, [13:0-1-0,0-1-81 LoADING {ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 ReD Stress Incr YES Code UBC-94 csl TC 0.70 BC 0.85 wB 0.96 (Matrix) DEFL (in) (loc) Vert(LL) 0.39 13/12 Vert(TL) o.51 13112 Hoz(TL) 0.36 I Min Len$h / LL defl = 360 Ydell 582 443 nla PLATES GRIP M20(209a) 149t1o4 Weight: 104 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.z 'Exoept' TOP CHORD Sheathed or 11010 on center purlin spacing, 2-5 2 X 4 SPF 1650F LsE except end verticals. BOT CHORD 2X4SPF 1650F 1.5E'Except. BOT CHORD 1J3:4-5-11,1213:5-3-1,10-11:6-2-2,11-12:5-6-10. 1O-112X4 SPF-G No.2 WEBS l Rowat midpt 7-10 WEBS 2 X 3 SPF No.3'Exoept' 2 Rows at 18 pts 1-3 1-2 2X 6 SPF 1650F 1.5E. 10€ 2X4 SPF-G No.2 1-3 2 X 4 SPF-G No.2, 11-7 2 X 4 HF-G Stud 1O-72X4HF-GStud oTHERS 2X 4 HF-G Stud REACTIONS (lbs/size) 1 = 1963/0-5-8, 9=1976/G3-8 Max Hoz 1=111o(load case 3) Max Uplift 1=-174(load oase 2), 9=-813(load case 3) FORCES TOp CHORD 1-2=-28A,23=22,3-4=-4771,4-5=-4821, 5-6=-4620, 6-7=-.1966, 7-8=-60, 8-9=-293, 9-10=1682 BOT CHORD 1 0-1 1 =1 631, 1 1 -12=331 1, 12-13=3279, 1 - l 3=41 53 WEBS 1-3=-5040, 3-13=199, 4-13=683, 6-13=1553, 6-11=-1433,7-11=19u7,7-10=-2307 NOTES 1) This huss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feel above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are oeosed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifi as follows: One connector atjoint(s) 1 . Two each connec{ors atjoint(s) 8. 3) A plate rating reduction of 200,6 has b€en applied for the green lumber members. LOAO CASE(S) Standard Job 82178 Truss c03 TrussType ! MONO SCTSSOR 0ty 1 Plv 1 I ELK RIOGE/RILEY RES./JOB #2402 8.oo Il2 1-11-6 2-+0 (\l 3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:48:431996 Page 1 3x10. 3x6,,. 6 11 4x6; 109 8x10 =13 1.5r4 rt r:i l#l II <t oT o 2x4 2 1 4x10 t 4x10. 3 1.5x4 4 12 3x10. s.so llz . 7-3.1 , ItG2 ,1&11-8, 1$18 , 7-3-1 7-*1 16 t 1-8 !91 1-3-'l :l-6 , 1938 lf'z-+o Plate Offsets (X,Y): l1:O-2-4,A-2-41, [8:0-3-12,0-3-01, l10:0.o-o,O-2-121,111:0-O-0,0-381, 112:G1-4,0-1-81 LoADING (ps0 TCLL 80.0 TCOL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress lncr YES Code UBC-94 csl TC 0.91 BC 0.89 wB 0.99 (Matrix) DEFL (in) (loc) l/defl Vert(LL) 0.30 12/1 1 667 VertOL) 0.39 12111 508 Horz(TL) -0.07 I n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 98 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheaihed or 1-9-15 on center purlin spacing BOT CHORD 2 X 4 SPF-G No.2 'Except' except end verticals. 1-112X4SPF1650F 1.5E BOTCHORo 1-12:4-11-1,11-121&2-1O,9-10:G3-0, 1G11:5-31.WEBS 2 X 3 SPF No.3 *Except' WEBS 2 Rows at 1B pts 1-3 1-2 2X6 SPF 1650F 1.5E, 1-32X4HF-GStud 12-62x4HF-G Stud, 10-8 2X 4 HF-G stud OTHERS 2X4HF-GStud REACTfONS (lbvsize) 1=1726/0-5-8,8=1725n4-8 MaxHoz 1=937(load case 3) Max Udift 1=-133(load caee 2), 8=-700(load case 3) Max Vert 1=1743(load case 5), 8=1807(load case 5) FORCES ToP CHORD 1-2=-283,2-3=206, 3-4=-4065, 4-5=4a52,5-6=-37l3, a7=J076, 7€=-951, 8-9=23 BOT CHORD 910=3, 10-11=2434, 11-12=2400, 1-12=3588 WEBS 1 -3=-4318, 3-12=-7 , 4-12=-657, 6-12=1666, 6{ 0=-1555, 710=-554, &1 0=2183 NOTES 1) This truss has been checked for unbalanced loading conditione about joint 8. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 mil€s from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 . Two each connectors at,ioint(s) 8. 4) A plate rating reduction of 20% has been applied for the gre€n lumber member6. LOAD CASE(SI Standard SUPERIOR TRUSS trusstvne ! MONO SCTSSOR 1S1-6 it.1- 14 12-G6 +1-t4 4-G3 2-11.10 +2-2 G1-4 4x5 7 SxG t 6 4x8:. 3x6'. 5 t,4 11 10 I 6x10r'5x6- 12 6xB t 6x8'; ro 6 c., s.oo FZ 4x16 '. 3x4 I o F- o (o @ 1.5x4 :- 2 o oT 13 3x4 --d; 1 0x10 $ s.so Ft , &G4 12-06 , t602 , 1$18 &G,l 2-11-10 +3-5 P|ateofsets(X,Y):[1:0-4-12'0.0-9j'[1:0-5-8'0-2-0]'[5:0-2-4'0-1.8],[:0.1.o'o.1.8|' LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0 SPACING 2-0-0 Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC-94 DEFL (in) (loc) l/defl Vert(LL) 0.28 13112 793 Vert(TL) O.37 13112 604 Hoz(TL) 0.17 8 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 120 (lbs) Sheathed or 3-6-11 on center purlin spacing, except end verticals. Rigid ceiling directly applied, or 1G00-00 on center bracing. LUMBER TOPCHORD 2X4 SPF-G No.2'Except' 1-42X4SPF 1650F 1.5E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2 X 3 SPF No.3 .Exceot- 7-9 2 X 4 SPF-G No.2, 11-5 2 X 10 DF 1950F 1.7E 10-62X4 SPF-G No.2, 6-92X4 HF-G Stud OTHERS 2X4 HF-G Stud SLIDER Left 2 X 4 No.2 SPF-G 3-1-3 REACTfONS (lbs/size) 1=31420-5-8,8=3997/0-3-8 Max Hoz 1=11o0(load case 3) Max Upliff 1=-439(load case 2), 8=-1267(load case 3) BRACING TOP CHORD BOT CHORD FORCES TOP CHORD 1-2=-9178,2-3=-9O80, 3-4=-a762,45=-8543, 5€=-4502, G7=-81, 7-8=-288, &9=3708 BOT C H O RD 9-1 O=37 27, I 0-1 1 =7909, 1 1 -1 2=867 3, 1 2-1 3=8648, 1 -1 3=7723 WEBS 2-13=539, 3-13=-576, 3l 'l =-675, S1 1=3683, 510=-4027, G10=5456, 6-9=-521 1 NOTES 1) 2-ply kuss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) ai 12 inches on center. Bottom chords connected with 2 row(s) at 5 inches on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33. Plate Increase = 1 .33. Both end verticals are exposed. 3) Special hanger required to support concentrated loads. 4) Hanger recommended for connection of truss to bearing walls due to uplifi.: H2.5 at joint(s) | , 1 . 5) A plate rating reduction of 20% has been applied for the green lumber members. LOAD cASE(s) 1) Lumber Increase=1.15. Plate Increase=1.15 2 | elx nrocelnteY REs./JoB #2402 3.3@ e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 Continued on 1996 Page 1 Job 8.2178 Truss CGR TrussTrne ! MONO SCTSSOR Qtv 1 Plv 2 O ELK RIDGE/RILEY RES-/JO8 #2402 SUPERIORTRUSS 3.300esep20 1995 MiTek Industries, lnc. ThuAug2209:10:161996 Page 2 LOAD CASE(sl Uniform Loads (lbs per fi) Ve:1-2=-190.0,2-3=190.0,3-4=J90.0,4-5=190.0,5-6=-190.0,6-7=-190.0,910=-20.0, 10-11=-20.0,11-12=-2O.O,12-13=-2o.o,113=-20.0 Concenlrated Loads (lbs) Vert:11=-3200.0 Job 82178 Truss CJ-A rrussType I ROOF TRUSS otv J Plv 1l t ELK RIDGE/RILEY RES./JOB #2402 +1t-4 | $1G7 I +11-1 @ rf) (O 3.300 e Sep 20 1995 MiTeK Industries, Inc. Thu Aug 22 07:48:52 1 -1-rG10 338 , 6&15 , +1G.7 1-1G10 !18 &}E !!8 1.5x4 ll 4 q 4x4= o_;l # 4xB +11-4 1 .5x4 .\ Plate Offsets (X,Y): [1 :0-0-0,0-0-0] LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O ECOL 10.0 SPAC|NG 2-O-O Plates lncrease 1.15 Lumber Increase 1.15 Reo Stress lncr NO Code UBC-94 csl TC 0.97 BC O.42 wB 0.87 DEFL (in) (loc) l/defl Verl(LL) 0.03 66 999 Vert(TL) 0.04 6E 999 Hoz(TL) 0.01 5 n/a Min Length t LL defl = 360 PLATES GRIP M20(209a) '1491110 Weight: 51 (lbs) LUMBER BRACING TOPCHORD 2X4SPF-GNo.2 TOPCHORO Sheathed or 3-8-10 on center purlin spacing BOT CHORD 2 X 4 SPF-G No.2 except end verticals. WEBS 2 X 3 SPF No.3 BOT CHORD 1-6:43-0, $6:6-3{. SLIDER Left2X4 No.2 SPF-G 2-3-3 REACTIONS (lbs/size) 1=1190/0-5-8,5=1516/0-3-8 Max Hoz 1=333(load case 4) Max Uplifl 1=-296(load case 4), 5=-394(load case 4) FORCES O TOP C HORD'l -2=-1 305, 2-3=-1 1 20, 3-4=251, 4-5=-588 BOT CHORD 5-6=738, 1.6=1032 WEBS 2-6=-249, 3-6=331 , 3-5=-1 1 22 NOTES 1) This truss has been designed forthewind loads generated by 10O.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 wilh exposure C (ASCE 7-93). Lumber Increas€ = 1.33, Plate Inorease = 1.33. The leff end vertical is o<posed and the right end vertical is not exposed. 2) SIMPSoN H2.5 conneotors recommended to connecl truss to bearing raalls due to uplift as follows: One connector at joint(s) 1 , 5. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOADCASE(SI 1) Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lbs) Vert:1=-358.3 Trapezoidal Loads (lbs per ft) Vert:1=0.0{o-2=-145.1 , 2=-145.1-to-3=-303.0, 3=€03.0-to-4=-453.4, 5=-47.7-to-6=-23.9, 1=0.0-to-5=-23.9 Job 82178 Truss CJ-E rrussrrne ! ROOF TRUSS Qtv 1 Plv ,| o ELK RIDGE/RILEY RES,/JOB #2402 3.300 e Sep 20 1995 MiTek lndustries, Inc. Thu Aug 22 07:48:561996 Pagel 1.5x4 4 r+ (9 .o T-ld l. T. 1i I +l 5l ql 1 1.5x4 3.es laz LOADING (psf) TCLL 80.0 TCDL 15.0 BCLL O-O BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Reo Stress lncr NO Code UBC-94 csl TC 0.84 BC 0.37 wB 0.60 DEFL (in) (loc) Vert(LL) 0.03 3 Vert(TL) 0.05 3 Hoz(TL) 0.01 5 Min Length / LL defl = 360 Udefl 999 999 a PLATES GRIP M20(209a) 1491110 Weight: 40 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 3-3.3 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 excepl end verticals.WEBS 2 X 3 SPF No.3 BOT CHORD 1-6:6-3{, 5-6:6-3-0. REACTfONS (lbs/size) 1=121oto-4-15,5=852G3-8 Max Hoz 1=461(load case 3) Max Uplifi 1=-277(load case 2), 5=-3o7(load case 3r FORCES TOP CH OR D 1 -2= -1 1 68, 2-3=-1 07 9, 34=O, 4-5= -377 BOT CHORD 5-6=1027, 1-6=0 WEBS 2-6=977,3-6=-197,3-5=-983 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a oategory | enclosed building, of dimensions 45.0 by 24"0 with exposure C (ASCE 7-93). Lumber Increase = I .33, Plale Increase = 1 .33. Both end verticals are exposed. 2) SIMPSON H2.5 conneotoF recommended to connect lruss to bearing walls due to uplifi as follows: One connec.tor at joint(s) 1 , 5. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Job 82178 Truss rruss Type {! ROOF TRUSS Qtv I Plv 1 t ELK RIDGE/RILEY RES-/JOB #2402 3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:49:05 1996 -1-1G10,++2,&t13 1-1G10 ++2 Page +1-12 (v, (\o (t) s o- 4l o. .[. ld T 1- 1 4x4 --3.esFZ 62-0 2-3-13 *** Overlapping Plates *** REVIEW REQUIRED Plate Offsets (X,Y): [4:0-1 -4,0-1 -41 LoADING (psf)TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Reo Stress Incr NO Code UBC-94 csl T' BC WB 0.98 0.53 0.67 DEFL (in) (loc) Vett(LL) 0.06 6F Vert(TL) 0.08 116 HozOL) 0.03 5 Min Length / LL defl = 360 Udefl 999 999 nla PI-ATES GRIP M20(20sa) 1491110 Weight: 37 (lbs) LUMEER BRACING TOPCHORD 2X4SPF 1650F 1.5E TOPCHORD Sheathed or 2-7-13 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2 X 3 SPF No.3 *Except' BOT CHORD 1-6:6-3-0, 5-6:G3-0. 1-22X6SPF 1650F |.5E WEBS l Rowat midDt 1-3 REACTIONS (lbs/size) 1 = 1 005/0-5-8, 5= 1 064/0-5-8 Max Hoz 1=439(load case 3) Max Uplift 1=-302(load case 2), 5=-359(load case 4) FORCES TOP CHORD 1-2=-557 .2-3=-85. 14=-917. +5=-1028 BOT CHORD 5-6=0, 1-6=1380 WEBS 1-3=-1540, 3-6=-728, 4-6=958 NOTES 1) This truss has been designed for the wind loads generated by 10O.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.t bottom chord dead load, 1m.0 mibs from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follo\tr6: One connector at joint(s) 1 , 5. 3) A plate rating reduction of 20% has been applied for the green lumber members. LoAD cASE(Sl 1) Lumber Increase=1.15, Plate Increase=1.15 Concentrated Loads (lbs) Vert:2=-358.3 Continued on Daoe 2 Job 8.2178 Truss Trussrrne |! ROOF TRUSS otv 1 Plv 1 I ELK RIDGE/RILEY RES,/JOB #2402 SUPERIOR TRUSS 3.300 e Sep 20 1995 MiTek lndustries, Inc. Thu Aug 22 07:49:06 1996 Page 2 LOAD CASE(S) Trapezoidal Loads (lbs per ft) Vert:2=0.0-to-3=-196.6, 3=-196.6-to.4=-387.6, 5=-40.8-to€=-30.3, 1=0.0-to-6=-30.3 ) Job 82178 Truss Trussrype (! ROOF TRUSS otv 1 Plv 1 t ELK RIDGE/RILEY RES./JOB #2402 3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:49:10 1996 Page 1 1.5x4 3 o <f (, 5 1.5x4 Plate Oftsets (X,Y): [1 :0-0-0,0-0-0] LOADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAGING 2-O-O Pfates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code UBC-94 csl TC 0.86 BC 0.34 WB 0,91 DEFL (in) (loc) l/defl Vert(LL) 0.02 5 999 Vert(TL) 0.03 5 999 HotzFL) 0.0'l 4 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 149n 10 Weight: 42 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF 1650F 1.5E TOP CHORD Sheathed or 4-11 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 except end vedicals.WEBS 2 X 3 SPF No.3 BoT CHoRD 1-5:6-3-0. 4-5:6-30. SLf DER Left 2 X 4 No.2 SPF-G 3-4-2 REACTIONS (lbs/size) 1=971/0-415,4=971/0-$8 Max Horz 1=279(load case 3) Max Uplift 1=-88(load case 3), 4=-246(load case 3) FORCES TOP CHORD 1-2=-938. 2-3=-0. 3-4=-436 BOT CHORD 4-5=805, 1-5=805 WEBS 2-5=92,2-4=-942 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.t. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = I .33, Plate lncrease = 1.33. The lefr end vertical is exposed and the right end rrertical is not exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing wallE due to upliff as follows: One connector at joint(s) 1 , 4. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Job 82178 Truss LJ[rF( rrussrvne I ROOF TRUSS Qtv 1 Plv 2 t ELK RIDGE/RILEY RES./JOB #2402 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07: , -1-4.o 6.{t12 , 9-2-15 , 12-3.2 . t1-$8 , 1-!0 &0'12 t2-3 t2-3 2-0-6 4x4 11 6xG = T-t:I 1 3x4 ll 5.50liz 6412 , 92-15 , 12-62 ,1!$8, SS F o) lf, (o ao TT YI 12.3 333 l-1l{&G12 3x4t 6 7 9 4x'12 ',10 11 Plale Offsets (X,Y): [2:0-44,0-1-8], [4:0-14,0-1-81, [7:0-2{,G1-81, [9:03-0,0-5-01, [1 0:0-1-4,0-2€1, [11:0-3-4,0-5-8] LOADING (pst)TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-O-0 Plates lncrease 1.15 Lumber Increase 1.15 ReD Stress lncr NO Code UBC-94 csl TC 0.80 BC 0.73 wB 0.81 DEFL (in) (loc) Vert(LL) 0.18 11 Vert(TL) 0.23 11 Hoz(TL) 0.06 I Min Length / LL defl = 360 fdefl 947 721 nla PLATES GRIP M20(209a) 1491104 Weight: 89 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 'Except' TOP CHORD Sheathed or 4-61 on center purlin spacing, 2-5 2 X 4 SPF 2100F 1 .8E excepi end vedicals. BOT CHORD 2 X 8 SPF 1950F 1 .7E BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing.WEBS 2X3 SPF No.3'Exceot. 1-2 2 XO sPF 1650F 1.5E, 7-8 2 X4 HF-G Stud 11-22X4 SPF 21@F 1.8E, 11-3 2 X 6 SPF 1650F 1.5E 1U4 2 X 4 HF-G Stud, 7-9 2 X 4 SPF-G No.2 REAGTIONS (lbs/size) 1=45150-5$,8=5921/0-4-10(input: 0-3-8) Max Horz 1=767(load case 3) Max Upliff 1=-724(load case 4), 8=-1545(load case 4) FORCES TOP CHORD 1-2=-4456,2-3=-1 1024, 3-4=-7897 , 4-5=-3058, 5-6=-3058, G7=-2558, 7-8=-5363 BOT CHORD &9=0. 9-10=7214, 10-1 1=10089, 1-11=-0 WEBS 2-11=9491!,3-11=1583, 310=-2696,4-10=3927,4-9=-4437,6-9=1N4,7-9=5802 NOTES 1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at 3 inch$ on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) Special hanger required to support concentrated loads. 4) Provide adequate drainage to prevent water ponding. 5) A plate rating reduction of 200,6 has been applied for the green lumber members. 6) Required bearing size at ioint(s) 8 greater than input bearing size. LoAD CASE(sl 1) Lumber Increase=1.15, Plate Increase=1.15 Continued on oaoe 2 Job 82178 Truss L,'(' l< TrussType ! ROOF TRUSS Qtv 7 Ply 2 o EtK RIDGE/RILEY RES,IJOB #2402 SUPERIOR TRUSS 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:49:54 1996 Page 2 LOAD CASE(SI Uniform Loads (lbs per ft) Vert:2-3=-190.0, 3-4=-190.0, 4-5-190.0, 5-6=-190.0, &7=190.0, 8-9=-620.0, 9-10=-620.0, 1G11=-620.0, 111=-20.0 Conceniraled Loads (lbs) Vert:2=-253.3, 1 1 = -227 5.0 Job 82178 Truss D01 rrussrype ! ROOF TRUSS otv I Plv 1 t ELK RIDGE/RILEY RES./JOB #2402 TRUSS 3.300 e Seo 20 1995 MiTek Industries. lnc. -r-40. '1G10 g+12 , 12-5-2 , t+t8 r-+0 31s't0 ttu 4xs ,tt' 1.5x4 tl 67 Thu Aug 22 07:49:25 1996 Page +G1 s.oo hz 1.5x4 2 4x4'., 3x4t 5 4 '10 3x4t 5.50 l1z i.t: l* F- ct) 9B 5x8 = 3x4 =ttt @ lJ) TI :l Plate offsets (x,Y): [1 :0-1-0,0-2-4], r/:0-2{,0-2-01 LOADING (psf)TCLL 80.0 TCDL 15.0 BCLL O.O ECDL 10.0 SPACTNG 2-0-O Plates Increase 1 .'15 Lumber lncrease 1 .15 Rep Stress Incr YES Code UBC-94 csl TC 0.86 BC O.77 wB 0.96 DEFL (in) (loc) Vert(LL) 0.11 10 Vert(TL) 0.14 10 Hoz(TL) 0.08 8 Min Length / LL detl = 360 l/defl o(lo 999 n/a PLATES GRIP M20(20sa) 1491104 Weight: 77 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2l-0 on center purlin spacing, BOTCHORD 2X4SPF-GNo.2 exceDt end veriicals. WEBS 2 X 3 SPF No.3'Except' BOT CHORD 110:4-9-2, 9-10:5-G2, 8-9:G30. 1-32X4 HF-G Stud WEBS l Row at midpt 1-3 REACTIONS (fbs/size) 1=175AA58,8=1496/03-8 Max Hotz 1=789(load case 3) Max Uplift 1 =-134(load case 2), 8=-546(load oase 3) FORCES TOP C H ORo 1 -2= -57 4, 2-3=O, 3-4= -221 3, 4-5= -221 3, 5-6=-760, 6-7=0, 74=l 83 BOT CHORD 8-9=658, 9-10=1911 , 1-10=2111 WEBS 1-3=-2765,3-10=-79,5-10=245, 5-9=-1139,6-9=1144,e.4=4494 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p,h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = I .33, Plate Increase = 1.3i1. Eoth €nd verticals are expo.sed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follo|s: One connector at joint(s) 1 . Two each connectors at joint(s) 8. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard Job 82178 Truss D03 rrussrype |J MONO SCISSOR oty 1 Plv 1 , ELK RIDGE/RILEY RES./JOB #2402 3.3OOeSep20 1995 MiTek lndustries, Inc. Thu Aug 22 07:49:34 1996 Page 1 1+t8 . -2-G0 ,1-$1, +C1 gCz , 12-&2 127-6 , 1&98 2-SO l-!1 $Ar 4-G1 '91 G1-4 2-+O ,-{dF= 4x1t E 4x4',. s.oo llz 3x6 /zG 5 1.5x4 4 1 .5x4 l1 3x8., 3 12 4x6 t 13 3xB t 5.so FZ , -2-A0 , +91 , 12-62 , 1456 , 1698 2-6.0 +9.1 11 10 6x6= S 5x6 +(o -i -l ao (o $T j1 1 4x4 a 1.116 2-+O 7-91 Plate Offsets (X,Y): [1 :01-0,0-2-4], [1 2:G0-0,0-3-81 LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Plates lncrease 1 .15 Lumber Increase 1.15 Reo Slress Incr YES Code UBC-94 csl TC 0.76 BC Q.74 wB 0.98 (Matrk) DEFL (in) (loc) l/defl Vert(LL) O.21 13112 808 Vert(TL) O.27 1?J11 616 Hoz(TL) O.14 9 n/a Min Length / LL dell = 360 PLATES GRIP M20(209a) 149t1O4 Weight: 90 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-6-2 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2X3 SPF No.3 *Except. BOTCHORD l-13:4-813, t2-13:5-413. 10{1:6-3-0, 1'l-12:5-113. 10-82X4HF-GStud OTHERS 2X4HF-GStud REACTIONS (lbs/size) 1=1469/0-5-8,9=1481/0-3-8 Max Hoz 1--926(load case 3) Max Uplift 1 =-159(load case 2), 9=-G63(load case 3) FORCES TOPCHORD 1-2=17,2-3=66,34=-2597,4-5=-2653,5-6=-2452,6-7=-704,7-8=-76,8-9=45,910=1435 BOT CHoRD 1 0-1 1 =569, 1 1 I 2=1 855, 12-134823' 1 -1 3=1 1 67 WEBS 1-3=-?2Q7,X13=1113, +13=-693, 6-13=784, G11=-1159, 7J 1=1195, 7-10=-1525 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds al 28.0 feel above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 . Two each connectors at ioint(s) 8, 9. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASEIS) Standard I Job 8'217A Truss D04 Truss Typef MONO SCISSOR Qtv 3 Ply 1 I ELK RIDGE/RILEY RES./JOB #2402 2-80 +91 3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:49:45'1996 Page 1 1+$6 -2-60 , r-}1 +$1 &9.2 12-6-2 1217-6 , 1698 2-40 r-31 3&1 +O-l }9r o1-4 2-+O 4x4'.' 3xO t 8.oo liz 1 .5x4 ll 3x8 z J 6 1 .5x4 rl 4 12 4x6'- 11 10 6x6= 14 5x6 13 3x8 z s.so FZ TRUSS c! T lo l; l,o fo tM 'aB 4x6 7 .f :l o (o {r jl 1 4x4 z 7.91 'f-1f-6 2-+O Plate Offsets (X,Y): [1 :0-1-0,0-2-4], [12:0-0-0,&3-8] LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACTNG 2-0-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBC-94 csl TC 0.76 BC O.74 wB 0.98 (Matrix) DEFL 0n) (loc) lldell Vert(LL) 0.21 13112 808 Vert(TL) O.27 12111 616 Hoz(TL) O.14 9 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 90 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-42 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 exceDt end verticals.WEBS 2X3SPF No.3 tExcepl. BOTCHORD 1-13:4-8-13, 12-13i5-4-13, 101 1 :&3-0, 11-12:*5-13. 10-82X4HF-GStud OTHERS 2X4 HF-G Stud REACTIONS (lbs/size) 1=1469/0-5-8,9=1481/0-3-8 Max Hoz 1=926(load case 3) Max Uplifi 'l=J sg(load case 2), 9=-663(load case 3) FORCES TOP CHORD 1-2=17,2-3=ffi,3-4=-2597,4-5=-2653,5-6=-2452,6-7=-704,7-8=-76, 8-9=-45, 910=1435 BOT CHORD 1 0l 1 =569, 1 1 -1 2=1 855, 1 2-13=1823, 1 -13= 1 1 67 WEBS 1 -3=-22Q7, 3-13=11 13, 4-1 3=-693, 6-1 3=784, 6-1 1 =-1 1s9, 7-1 1 =1 195, 7 -10=-1525 NOTES 1) This truss has been designed for the wind loads generated by 1ff).0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors reoommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 . Two each connectors at joint(s) 8, 9. 3) A plate nling reduction of 20% has been applied for the green lumber members. LOAD GASE(SI Standard Truss Type ROOF TRUSS ELK RIDGE/RILEY RES./JOB #2402 3.300 e SeD 20 1995 MiT Industries, Inc. Thu Aug 22 07:50:04 1996 Page 1 I 1GGO I 2-G0 , -t,3 10 , 3112 1-910 311-2 1 4x4 t 4x4 4x4-45 T; I'{ ao @ F (o fl YI Fl 5.soFZ &18 , IGGO 1-l&8 &1-8 Plate Offsets (X,Y): 11 :0-1-0,0-2-41, [4:0-0-0,0-1-121 LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING Plates lncrease Lumber lncrease Rep Stress Incr Code DEFL (in) (loc) udefl Vert(LL) O.2O 716 582 Vert(TL) O.27 1n 443 Hoz(TL) 0.04 6 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 149t11o Weight: 52 (lbs) 2-O-O 1 .15 1 .15 YES uBc-94 csl R' WB 0.68 0.69 0.71 LUMBER TOPCHORD 2X4SPF-GNo.2 BoTCHORD 2X4SPF-G No.2 WEBS 2X3SPFNo.3 BRACING TOP CHORD Sheathed or 4-8-5 on center purlin spacing, exceot end verticals. BOT CHORD 1 -7 :5-7 -1A, 6-7:6-3-0.WEBS 1 Row at midpt 1-3 REACTIONS (lbs/size) 1=1276/0-3-8,6=1028/0-3-8 Max Hoz 1=563(load case 3) Max Uplift 1 =-1O8(load case 2), 6=-379(load case 3) FORCES TOP CHORD 1-2=-582, 2-3=0. 3-4=-648. 4-5=-528. 5-6=-1010 BOT CHoRD 6-7 =-O, 1 -7 =1243 WEBS 1-3=-1598,3-7=-592,4-7=-239,5-7=987 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follows: One connector at ioint(s) 1 , 6. 4) A plate raling reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard Plate Offsets (X,Y): l2:O-1 -12,0-1 -121 LoADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 ELK RIDGE/RILEY RES./JOB #2402 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:50:14 '1996 Page 1 .1.4-0, tGo , 10G0 1"+0 tGo 5-GO 1.5x4 lr 4 N (o tt 1 1.5x4 I s.50 FZ IGGO 5-GO 8.oo F 4x4 /, SPACING Plates lncrease Lumber Increase Rep Stress Incr Code 2-O-O 1 .15 1 .15 YES uBc-94 csl TC 0.84 BC 0,46 wB 0.92 DEFL (in) (loc) l/defl Vert(LL) 0.05 3 999 Vert(TL) 0.07 3 999 HozCl-L) -0.01 5 n/a Min Length / LL defl - 360 PLATES GRIP M20(209a) 1491104 Weight: 46 (lbs) LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BOTCHORD 2X4SPF-G No.2 WEBS 2X 3SPF No.3 *Except. 4-52X4HF-GStud REACTfONS (lbs/size) 1=127710-3-8,5=1A24/0-3-8 Max Hoz 1=661(load case 3) Max Uplift 1=-12O(load case 2), 5=-461(load case 3) FORCES ToP C H OR D 1 -2= -1 228, 2-3=-1 367, 3-4=0, 4-5=-461 BoT CHORD 5-6=1251, 1-6=0 WEBS 2-6=1164,3-6=-175,3-5=-1137 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chotd dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) SIMPSON H2.5 conneclors recommended to connect truss to beaing walls due to uplift as follovtts: One connector at joint(s) 1 . Two each connectors at ioint(s) 5. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard BRACING TOP CHORD Sheathed or 3-6-9 on center purlin spacing, except end verticals. BOT CHORD 1-6:6-3-0, a6:G3-t]. t a k lt '{+ Job 8.2178 Truss trn? Trussrrne ! ROOF TRUSS Qtv 2 Plv 1 o ELK RIDGE/RILEY RES,/JOB #2402 tIOR TRUSS 3.300 e Sep 20 1glts MiTek Industdes, Inc. ,1-2-O,2-&O, 7-G0 , t2-G0 1-24 1-+O sco $G0 1.5x4 tt ? s.oo FZ 4x4 4 I 4x8; . 2+0 7-40 t 2-&0 Thu Aug 22 07:50:24 1996 Pagel t @ i".IE l"'2 4x5 { oT o ,TT aF'+o s.50 FZ t (o (o Plate Offsets (X,Y): [6:0-1 -4,0-2-01, [8:0-0-0,0-341 LoADING (psf) TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 csl T.. n'7E BC 0.66 wB 0.91 (Matrix) DEFL (in) (loc) l/defl Vert(LL) 0.09 Al 999 Vert(TL) Oj2 217 999 Hoz(TL) 0.04 6 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 69 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-4-4 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 except end verticals. WEBS 2 X 3 SPF No.3'Except' BOT CHORD 2-8:6-3-0, 2-7:5-2-14,67:5-11-'12. 1-22X4SPF-GNo.2,3-62X4SPF-GNo.2 WEBS 2Rowsatll3pts zl-6 2-5 2X 4 HF-G Stud OTHERS 2X6 SPF 1650F 1.5E REACTIoNS (lbs,/size) 8=1 1 18/0-5-8, 6=1229O-3-8 Max Horz 8=670(load case 3) Max Uplift 8=-99(load case 2), 6=-491 (load case 3) FORGES ToP cHoRD 1 -2=-7 29, 1 -5=-1 999, 1 -4=-241 5, 3-4=-41 0, 16=-354 BoT CHORD 2-8=?{35. 2-7 =2099. 6-7 = 1 97 1 WEBS $8=-1 129, 2-5=1411, 4-6=-1652, 4-7=117,1-7=-1OO NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hunicane oceanl;ne, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate lncrease = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifi as follows: Two each connectors at loint(s) 6. 3) A plate rating reduciion of 20% has been applied for the green lumber members. LOAD CASE(SI Standard Job B.2178 Truss E04 rrussrlRe (! ROOF TRUSS otv Plv 1 O ELK RIDGE/RILEY RES./JOB #2402 ERIOR TRUSS Thu Atrg 22 07:50:34 1996 Page 1 (D (o (o 3.300 e Sep 20 1995 MiTek Industries, Inc. , 1-2{, 2-A0 7-&0 , 1G}6 , 12-e0 , 1-2-O 1-+O SGO 1.5x4 ll 5 s.oo FZ 3x4 '. 3 3x4 /, 1 o 3x4t I I 4x6z s.soF2 , 2-&O , 7-G0 , 1G!8 , t2-&0 T.t- try i-_I ti lol tHl l*l I I $ dT o 2:_ 4x4 z <i[.o Plate Offsets (X,Y): [4:0-2-8,0-1 I 2], [7:0-1 -0,0-2-0], [8:0-0-0,0-2-1 2l LOADING (psf)TCLL 80.0 TCDL 1s.0 BCLL O.O BCDL 10.0 SPAC|NG 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBC-94 csl TC 0.70 wB 0.99 (Matrix) DEFL (in) (loc) Vert(LL) 0.05 216 Vert(TL) 0.07 216 Hoz(TL) O.O2 7 Min Length / LL detl = 360 l/defl 999 ooo nla PLATES GRIP M20(209a) 149t1o4 Weight: 61 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 3-21 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2 X 3 SPF No.3 .Except' BOT CHORD 2-8:6-3-0, 26:5-93, A7:G+0. 1-2 2X 4 SPF-G No.2, 2-4 2X4 HF-G Stud 5-7 2X4 HF-c Stud OTHERS 2X6SPF 1650F 1.5E REACTIONS (lbs/size) 8=884/0-5-8,7=1000rc-3-8 Max Hoz 8=563(load case 3) Max Upliff 8=-89(load case 2), 7=-41 1(load case 3) FORCES ToP cHoRD 1-2=-605, 1 -4=1 581, 1 -3=-1 552, 3-5=-204, A7=1 57 BoTcHoRD 2-8=181 , 2-6=1728, 6-7=1123 WEBS 4-8=€83,2-4=118,3-7=-1049,3-6=216,16=-493 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground lwel, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) SIMPSON H2.5 connec{ors recommended to connect truss to bearing walls due to uplift as follots: Two each connectors at joint(s) 7. 3) A plate rating reduction of20% has been applied forthe green lumber members. LOAD CASE(SI Standard SUPERIOR TRUSS Truss Type ROOF TRUSS , 2-2-O SPACING 2+O Plates Increase 155- Lumber Increase 1d5 Rep Stress lncr YdS-Code UBC-94 Truss E05 ELK RIDGE/RILEY RES./JOB #2402 e Sep 20 1995 MiTek Induskies, Inc. Thu Aug 2207 , 1GGO 2-2-A 1.5x4 tt 4 5 3x4: 7 I 1.5x4 I s.so FZ , 36-0 , 5:G0 , 7-98 , 1GGO 3-G0 1-G0 2-9-A 2-2-8 lo Y-f el o DEFL (in) (loc) l/defl Vert(LL) 0.00 3 999 Vert(TL) 0.00 3 999 Hoz(TL) -0.00 5 nla Min Length / LL detl = 360 M2OQOoa\I Weight: 32 (lbs) BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, exceot end verticals. 8OT CHORD 1-6:G3-0, 5-6:6-3-0. rt 6I c.) s @ o) LOADING (ps0 rcLL | 80.0 rcoL | 15,0 BCLL -r 0.0 BCDL 10.0 o) (o @ .T I ^L o af, f., (o (o csl TC 0.26 BC 0.07 wB 0.20 (Matrix) PLATES GRIP 149t104 LUMBER TOPCHORD 2X4SPF-GNo.2 BOTCHORD 2X4SPF-GNo.2 WEBS 2 X 3 SPF No.3 'Except. 4-52X4 HF-G Stud, 1-22X4 HF-G Stud OTHERS 2X6SPF 1650F 1,5E REACTIONS (lbs/size) 2=653/0-5-8,5=37410-3-8 Max Horz 2=473(load case 3) Max Uplift 2=-75(load case 3), 5=-135(load case 3) FORCES TOP CHORD 1-2=271 ,2-3=-2O6, 3-4=-164, 4-5=-208 BoT 0HORD 5-6=201, 1-6=-11 WEBS 2-6=327 ,3-6=-302, 3-5=-186 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber lncrease = 1 ,33, Plate Increase = 1 .33. Both end verticals are exposed. 2) Special hanger required to support concentrated loads. 3) Hanger recommended for connection of truss to b€aring walls due to uplift.: H2.5 at joint(s) 2, 5. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard Job 82178 Truss EUO rrussrvne I ROOF TRUSS otv I Plv 1 t ELK RIDGE/RILEY RES./JOB #2402 IOR TRUSS 3.3(D e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:50:43 1996 , 2-2-O , !60 $OO , 7-98 I GGo rl (\ (t g) I (o (o I o c{ o (f) (o (o I (o LoADING {psD TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 I SPACTNG | 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 ReD Stress lncr YES Code UBC-94 csl TC 0.00 BC 0.00 wB 0.00 (Matrix) DEFL (in) (loo) l/defl Vert(LL) 0.00 I ** Vert(TL) 0.00 I ** Hoz(TL) 0.00 nla Min Length / LL defl = 360 PLATES GRIP Mrc(zosa) 1491110 Weight: 31 (lbs) LUMBER ;I BRAGING TOPCHORD 2X4SPF.GNo,2 CI TOP CHORD Shealhed BOTCHORD 2X4SPF.GNO.2 OI BOTCHORD 1-4:640.WEBS 2X4HF-GStud OTHERS 2X3 SPF No.3.ExceDt* BLz2X6SPF165OF1.5E FORCES NOTES I 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5-0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from huricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24-0 with exposure C (ASCE 7-93). Lumber Increase = 'l .33, Plate Increase = 1.33. Both end verticals are exposed. 2) Non Standard bearing condition. Review required. 3) Gable studs spaced at 16 inches on cenier. 4) Gable studs exceeding 72 inches length to be laterally braced at midpoint. For studs exposed to wind, see MiTek "Standard Gable End Detail". 5) Studs to be fastened with 1 .5x4 M20 plates. 6) A plate nting reduction of 2006 has been applied for the green lumber members. LOAD GASEIS) Standard o RIDGE/RI LEY RES,/JOB #2402 OEFL (in) (loc) Udefl Vert(LL) 0.05 lF 999 Vert(TL) 0.07 16 957 Horz(TL) 0.0'l 5 n/a Min Length / LL defl = 360 LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 Truss Type ROOF TRUSS SPAC|NG 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Reo Stress lncr YES Code UBC-94 e SeD 20 1995 MiTek Industries. -1-+0 s.oo fa, s + ro YT Tl -L 1 3x4 t ,-tt-- 5.50 | 1t &o0 | &G0 Plate Offsets (X,Y): [5:0-1-12,0-1-21 PLATES GRIP M20(20sa) 1491110 Weight: 30 (lbs) LUMBER TOPCHORD 2X4SPF-GNo.2 BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 1-5:6-3-0. REACTfONS (lbs/size) 1=854/0-3-8, 5=360/C-3-8, 4=23110-5-8 Max Hoz 1=325(load case 3) Max Uplift 1=-33(load case 3), 5=-144(load case 3), 4=€5(load case 3) Max Vert 1=854(load case | ), 5=395(load case 5), 4=231(load case 'l) FORCES TOP CHORD 1 -2=-442, 2-3=175, 3-4=-190 BOTCHORD 1-5=622 WEBS 1-3=-812, 3-5=-546 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 4. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a calegory | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follo\tr/s: One connector at joint(s) 1 , 5. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(Sf Standard Job 82178 Truss EGR Truss rvne (] ROOF TRUSS Qty 1 Ply 1 I ELK RIDGE/RILEY RES./JOB #2402 3.3tD e Sep 20 19St5 MiTek Industries, Inc. Thu Aug 22 , -t-!10 , 3-G0 , 6-$0 , &G0 , tGso t-!10 3G0 $G0 2-0-0 2-G0 4xS t 4x6 = 1.5x4 tl i". t? l'tT^ l* L- *J TI -t il' r+ rtl I 4xO -- e1-8 | 1000 | s.so lrZ &1€31G8 3x1O ', 1 .5x4 ll Plate Offsets (X,Y): [1 :01-0,0-2-01, [4:0-0-0,0-1€], [8:0-G0,04{] LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 244 Plates Increase '1.15 Lumber lncrease 1.15 Reo Stress lncr NO Code UBC-94 csl TC 0.60 BC 0.29 wB 0.91 DEFL (in) (loc) Ved(LL) o.o7 8 VedCrL) 0.09 I Horz(TL) 0.06 7 Min Length / LL defl = 360 l/defl g!r!t 9gst n/a PLATES GRIP M20(209a) 1491104 Weight: 52 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-$3 on center purlin spacing, BOTCHORD 2X6SPF 1650F 1.5E exceDt end verticals.WEBS 2 X 3 SPF No.3 *Except. BOT CHORD 1-8:6-3{, 7-8:6-3{. 1-3 2X 4 HF-G Stud WEBS 1 Rov/ at midpt 1-3,5-7 REACTf ONS (lbs/size) I =1 821 lO-3-8, 7=227210-3-9 (input: (}3€) Max Hoz 1=332(load case 4) Max Uplift 1=-335(load case 4), 7=-538(load case 4) FORCES TOP CHO R D 1 -2= 4a7, 2-3=o, 3-4= -2817, 4-5=-2385, 56=0, G7=-350 BOTCHORD 7 -a=1475, 1 -8=2091 WEBS 1-3=-2864, 3-8=437, 4-8=864, 5-8=1468, A7=-2369 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The leff end vertical is exposed and the right end vertical is not exposed. 2) Provide adequate drainage to prevent u/ater ponding. 3) Hanger recommended for oonneo{ion of truss to bearing walls due to uplift.: H2.5 at joint(s) 1,7. 4) A plate rating reduction of 20% has been applied for the graen lumber members. 5) Required bearing size at joint(s) 7 greater lhan input bearing size. LOAD CASEISI 1) Lumber Increase=1.15, Plate Increase=l.15 Uniform Loads (lbs per ft) Vert:2-3=-190.0, 34=-190.0, 4-5=-369.1 , S6=-369.1 , 7-8=-38.9, 1-8=-20.0 Concentrated Loads (lbs) Ven:2=-247 .4 , 8=-1021 .1 Job 8217A Truss F rrussTne I ROOF TRUSS Qtv Plv 1 I ELK RIDGE/RILEY RES./JOB #2402 3.300 e Sep 20 1995 MiTek Industries, Inc. ,3D0 1&GOl Thu Aug 22 07:50:55 1996 Pagel s.oofiz 1.5x4 4 3xB'., 3 o o CO o o t 2x4 2 6 T"lo t5 1.. 4x5 9r o :l 1 4x4t s.so FZ Overlapping Plates REVIEW REQUIRED Plate Offsets (X,Y): [3:0-3-12,01 -01 LoAolNG (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 2-0-0 Plates Increase 1.15 Lumber Increase 1.15 Reo Stress Incr YES Code UBC-94 csl TC 0.58 BC O.n wB 0.48 DEFL (in) (loc) Vert(LL) 0.m 66 Vert(TL) 0.02 1re Hoz(TL) 0.01 5 Min Length / LL defl = 360 l/defl 999 999 nta PLATES GRIP M20(209a) 149t110 Weight: 32 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 except end verticals.WEBS 2 X 3 SPF No.3 *Except. BOT CHORD 1S:6-34. 5€:6-30. 1-22X6SPF 1650F'1.5E REACTIONS (lbs/size) 1=578/0-3-8,5=578/0-$8 Max Hoz 1=387(load case 3) Max Uplift 1=-7O(load case 2), 5=-282(load case 3) FORCES TOP CHORD 1-2=-386, 2-3=0, $4=0 BOT CHORD 5-6=382, 1-6=420 WEBS 4-5=-137 , 1-3=-502, 3-6=231 ,3-5=-574 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follorn: One connec.tor at joint(s) 1,5. 3) A plate rating reduction of 2O% has been applied for the green lumber members. LOAD CASE(Sf Standard Job 82178 Truss F01 TrussType ! ROOF TRUSS 0ty 1 Plv 1 t ELK RIDGEIRILEY RES./JOB #2402 sxo rt 4 3.300 e Sep 20 1995 MiTek Industries, Inc. ThuAug nO7i51: , -1-+O , 4-98 L$12 &G0 , 1$G0 +}8 G1-4 ?-7-4 1.5x4 tt 5 8.ooFZ 1 .5x4 ll ? 4x10'. z 1 2x4 tl 5.50{12 c.,(! $o c{ (o o,r ol 5l o- Io ld Itl t+ 1 Plate Offsets (X,Y): [1 :0-1 -1 0,0-2-1 21, [4:0-1 -8,+4-Bl, 17 :04-O,o-241 LoADING (psD TCLL 8O,O TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-O-O Plates lncrease 1.15 Lumbef lncrease 1.15 Reo Stress Incr YES Code UBC-94 csl TC 0.80 BC 0.68 wB 0.76 DEFL (in) (loc) Vert(LL) 0.31 716 Vert(TL) 0.41 7b Hoz(TL) 0.09 6 Min Length / LL defl = 360 l/defl 483 ?4q n,la PLATES GRIP M20(209a) 1491104 Weight: 68 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF'G No.Z 'Exceptt TOP CHORD Sheathed or 2-2-7 on center purlin spacing, 4-5 2 X 4 SPF 2100F 1.8E exceot end verticals. BOToHoRD 2X4SPF-GNo.2 BOTCHORD 1-7:6-3{, 6-7:6-}0.WEBS 2 X 3 SPF No.3'Except' WEBS 1 Row at midpt 4-6 1-22X6 SPF 1650F 1.5E, 2-7 2 X4 SPF-G No.2 4-72X4HF-GStud REACTIONS (lbs/size) 1=1583/0-3-8,6=133010-3-8 Max Hoz 1=367(load case 3) Max Uplift 1=-212(load case 3), 6=-300(load case 3) FORCES .TOP CHoRD 1 -2=-1543, 2-3=-2775, 3-4=-2733, 4-5=0, 5-6=487 BOT CHoRD 6-7='1002. 1-7=O WEBS 2-7=2385,3-7=-642, 4-7=1927 , 4-6=-1257 NOTES '1) This truss has been designed for the wind loads genented by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boltom chord dead load, ,|00.0 miles from huricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 wiih exposure C (ASCE 7-93). Lumbet Increase = 1 .33, Plate lncreas€ = 1 .33. The left end vertical is exposed and the right end vertical is not exposed. 2) Provide adequate drainage lo prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connec-t truss to bearing walls due to upliff as follorvs: One connector at ioint(s) 1 , 6. 4) A plate rating reduction of 200,6 has been applied for the green lumber members. LOAD CASE(S) Siandard Job 82178 Truss fuz rrussType ! ROOF TRUSS 0tv I Plv t ELK RIDGE/RILEY RES./JOts #2402 3.300 e Sep 20 1995 MiTek hdustries, Inc. Thu Aug 2.07:51:0919!16 Page 1 , -1-+0 , +38 +1n12 1GGO , 12-GO ,tlco +38 e1-1 5.7-4 2-G0 1-G0 1.5x4 ll 4x4 = 4x5 ll 45 o (o N o dI Y1 o Ie lq 2x4 tt 5.soFZ +36 I tGGo | 13Go ' 4x10 t Plate Offsets (X,Y): [1:0-1J 5,S2-8], [9:0-]4,0-2-121 LOAOING (pst) TCLL 80.0 T^ht {rn BCLL O.O BCDL 10.0 SPACING 2-O-O Plates Increase 1.15 Lumber Increase 1.15 Reo Stress Incr YES Code UBC-94 csl TC 0.91 BC 0.73 wB 0.91 DEFL (in) (loc) l/defl Ved(LL) 0.13 I 999 Vert(TL) o.17 9 897 Hoz(TL) 0.10 7 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 149/110 Weight: 71 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 .Except* TOP CHoRD Sheathed or 2-31 on oenter purlin spacing, 2-42X4SPF 1650F 1.5E except end verticals. BOTCHoRD 2X4SPF-GNo.2 BOT CHORO 1-9:G34, 8-9:6S1 1 , 7€:6-3-0.WEBS 2 X 3 SPF No.3'Except. WEBS 1 Row at midpl 3€, 5-7 1-2 2X 6 SPF 1650F 1.5E, 2-9 2X4 SPF-G No.Z REACTIONS (lbs/size) 1=1583/0-3-8,7=1330/0-3-8 Max Horz 1=429(load case 3) Max Uplift 1=-188(load case 4), 7=-323(load case 4) FORCES TOP CHO R D 1 -2= -1 543. 2-3=-277 5, 3-4= -7 1 9. zf 5=-601, 5-6=4, 6-7=-64 BOTCHORD 7-8=1s9, 8-9=2291, 1-9=0 WEBS 2-9=2385, 39=761, &8=1761, +8=-359, 5-8=1037, 5-7=-1245 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a oategory I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = '1 .33, Plate Increase = 1.33. The left end vertical is exposed and the right end vertical is not exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 7. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard Job 82178 Truss F03 TrussType ! ROOF TRUSS oty 1 Ply 1 t ELK RIDGE/RILEY RES./JOB #2402 3.300eSep20 1S)5 MiTek lndustries, Inc. ThuAug2207:51:171996 Page 1 , -t1-0, +18 4.+12 t-7-12 , 11-C0 13G0 , 1-+0 4-38 S1-1 }}0 I4.1 2-O4 4x4= 5 1.5x4 s.ooht 1.5x4 \\6 4 o (\ @ o o l', 7 4x4= o oT Fl 4x10 t 2 2x4 tl 5.50FZ , +'8 , &11-14 , llGo T?Io I5 Plate Offsets (X,Y): 11 :O-1 -12,a-2-121, [5:0-0-0,0-1-01, [9:o3-4,0-2-121 LoAolt'lc (ps!TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 2-0{ Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 csl TC 0.65 BC 0.70 wB 0.72 DEFL (in) (loc) l/defl Vert(LL) 0.12 9 999 Vert(TL) 0.16 I 941 Hoz(TL) 0.09 7 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 149n10 Weight: 77 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-3-1 on center purlin spacing, BOTCHORD 2X4SPF-GNo.2 except end venicals.WEBS 2X3SPFNo.3'Except" BOTCHORD 1-9:6-3-0, 8-9:6-1-8, 7-8:6-3{. 1-22X 5 SPF 1650F 1.5E,2-92X4 SPF-G No.2 WEBS 1 Ro\r at midpt $8,5-7 REACTIONS (lbs/size) 1=1583/0-3-8,7=1330/0-3-8 Max Horz 1=452(load case 3) Max Uplift 1=-188(load case 4), 7=-323(load case 4) FORCES TOP C HORD 1 -2=-1 543, 2-3= -2775, 3-4=-1 1 01, 4-5=-887, 5-6-0, 6-7=-1 80 BOT CHORD 7-8=350, 8-9=2291 , 1-9=0 WEBS 2-9=2385,3-9=753,3-8=-1448,4-8=-564,5-8=1162,5-7=-1163 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from huff'lcane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. The left end vertical is exposed and the right end vertical is not exposed. 2) SIMPSON H2.5 connectors recommended to connecl truss to bearing walls due to uplift as follofls: one connector at joint(s) 1 , 7. 3) A plate rating reduction of 20% has been applied for the gteen lumber rnanbers. LOAD CASEIS) Standard Truss Type ROOF TRUSS Plv 1 ELK RIDGE/RILEY RES,/JOB #2402 Thu Aug 22 07:51 :25 1996 L+12 7-7-12 r1-G0 llGo 2-UO 4x4 E.oo F2 1.5x4 \ 4 o c\| @ T l* l9 l- 3x4 =l*T'- il l+Ll- o ol o 7 10 4x5 = 5.50 Tiz 4x10', &11- 14 LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 Plate Offsets (X,Y): ['1:0-1-12,0-2-10], [5:0-1-12,0-1-0], [9:0-2-12,0-3-4] SPAC|NG 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBC-94 csl TC 0.75 BC O.71 WB 0.r/ (Matrix) DEFL (in) (loc) l/defl Vert(LL) 0.13 9/8 999 Vert(TL) O .17 9/8 892 Horz(TL) 0.05 6 n/a Min Length / LL defl = 360 BRACING TOP CHORD BOT CHORD WEBS PLATES GRIP M20(209a) 1491104 Weight: 77 (lbs) LUMBER TOP CHORD BOT CHORD WEBS OTHERS REACTIONS FORCES TOP CHORD BOT CHORD VVEE D NOTES 2 X 4 SPF-G No.2 'Exceot' 2-52X4SPF1650F1.5E 2X4SPF-GNo.2 2 X 3 SPF No.3 .Exceot' 1-2 2X6 SPF 1650F 1.5E, 2-9 2 X 4 SPF-G No.2 2X4HF-GStud (lbs/size) 1=1564O-3-8, 6=1309/0-3-8 Max Hoz 1=450(load case 3) Max Upln 1 =-185(load case 4), 6=-333(load case 4) 1 -2= -1 523, 2-3=-3061, 3-4=-1 285, 4-5=1 096, $6=1 0s, G7=1 1 39 7 -8=31 7 . a-9=237 1 . 1 -9= -1 7 2-9=246a, 3-9=771, 3-8=-1520, 4-8=-61 3, 5-8=1 247, r7=-1 1 49 Sheathed or 2-51 on center purlin spacing, except end verticals. 1-9:G3-0, 8-9:6-'1-1 , 7-8:6-3-0. 1 Row at midpl 38, 5-7 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = I .33. The left end vertical is exposed and the right end verlical is not exposed. 2) SIMPSON H2.5 connectors recommended to connecl truss to bearing walls due to uplift as follows: One connector at joint(s) 1 . 3) A plate rating reduction of 200,6 has b€en applied forthe green lumber members. LOAD CASE(SI Standard , -1-4-0 2-110 +98 4-4412 6-0-0 , +eO , 1lG0 1,4-0 2,t10 1-$14 G1.4 1-7-4 3G0 Truss Type ROOF TRUSS s.oo FZ 10 8x10 = 9 8x10 = n 6x10 = 6x6 = 6 7 2x4 tl SxG t 4 o o s (o d 5 C\T T t?lo I't-1 ?r ol E1 5.soFZ 4-18 , GGO , $.G0 tlGO +38 1-8-8 340 3&0 1t\tq> I Plate Otfsets (X,Y): [3:0-1-0,0-1-81, [4:0-1-8,G1-12], [6:0-1-8,0-1-8], [8:0-2-0,0-1-8], [10:0-0-0,0-4-4] LOADING (psf) TCLL 80.0 TCDL 15.0 BCLL O.O BCDL r0.0 SPAC|NG 2-0-0 Plales lncrease '1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code UBC-94 csl BC 0.55 wB 0.93 PLATES GRIP M20(209a) 149t1o4 Weight: 68 (lbs) LUMBER TOP CHORD 2 X 4 SPF-G No.2 .Exceot' 4-62X4SPF2100F 1.8E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2X3 SPF No.3 *Except' 10-32X4 HF-G Stud, 4-92X4 HF-G Stud 6-82X4SPF-GNo.2 SLIDER Left 2 X 4 No.2 SPF-G 1-7-3 BRACING TOP CHORD Sheathed or 1-4-8 on center purlin spacing, exceot end verlicals. BOT CHORD 1-10:G3-0, 9-10:&3-0, &9:6-3{, 7-8:6-}0. REACTIONS (lbs/size) 1=2556/0-4-0 (input: 0-3-8), 7=2806/G4-6 (input: G3€) Max Hoz 1=290(load case 4) Max Uplift 1=-524(load case 4), 7=-603(load case 4) FORCES TO P C H O RD 1 -2=-5984, 2-3= -6249, 3- 4= -4630, 4-5=-2900, 5-6=-2900, 67 =-27 40 BOT CHORD 7-8=-0, 8-9=3918, 9-10=5112, 1-10=4837 WEBS 2-10=713,3-10=2036,3-9=1714, 49=22!),4-a=4219,$8=1303,&8=3588 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The lefi end vertical is exposed and the right end vertical is not exposed. 2) Provide adequate drainage io prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connec-t truss to bearing walls due to uplift as follo^rs: Two each connectors at.ioint(s) 1, 7. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Required bearing size at joint(s) 1 , 7 greater than input bearing size. LOAD CASE(SI 'l ) Lumber Increase=1 .15. Plaie Increase=1 .15 ELK RIDGE/RILEY RES./JOB #2402 eSep20 1995 MiTek Industries, Inc. ThuAug 2209:12:'191996 Page 1 DEFL (in) (loc) l/defl Ved(LL) 0.20 10 768 VertOL) 0.26 10 585 Hoz(TL) 0.16 7 nla Min Length / LL defl = 360 Continued on Job 82178 Truss FGR TrussType ! ROOF TRUSS Qty 1 Ply 1 t ELK RIDGE/RILEY RES./JOB #2402 SUPERIOR TRUSS 3.300eSep20 1995 MiTek Industries, Inc. ThuAug2209:12:lI1996 Page2 LOAD CASE(S) Uniform Loads (lbs per ft) Vert:1-2=-190.0, 2-3=190.0, 3-4=-190.0, z1-5=-369.1 , S6=-359.1 , 7-8=-38.9, 8-9=-38.9, 910=-n.0, 1-10=-20.0 Concentrated Loads (lbs) Vert:1 =-253.3, 9=-1 021 .1 Job 82178 Truss G-HG lrusstype ! ROOF TRUSS Qtv 1 Plv o ELK RIDGE/RILEY RES./JOB #2402 3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:51:47 1996 Page 1 -1-4{ , }1G10 , E1G8 , &7-8 &,rq-O 1-+0 !1G10 SUPERIOR TRUSS 2-11-14 t-9.0 02-8 4x4= Ex10ll t-11-8 8.oo FZ 1 .5x4 ..' 2 3x4 o rJt I ro ?r o :1 3x4 =o?r "l o|L 1 5x6 ll 65 8x10 = 2x4 t1 D , s1G8 , &1G0 &1G8 Plate Offsets (X,Y): [1 :0-1-4,0-3-31, [4:0-2-0,G5-01 LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code UBC-94 csl TC 0.58 BC O.20 wB 0.66 (Matrix) Udefl 9gst 999 nla DEFL (in) (loc) Vert(LL) 0.03 116 Vert(TL) 0.04 116 Horz(TL) -0.00 4 Min Length / LL defl = 360 PLATES GRIP M20(20ga) 1491104 Weight: 66 (lbs) LUMBER BRACING TOP CHORO 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 3-6-1 on center purlin spacing, BOT CHORD 2 X 6 SPF 1650F 1.5E exceDt end verticals. WEBS 2 X 3 SPF No.3'Except' BOT CHORD 1S:6-3-0, 5-6:G3-0. 4-52X4 HF-G Stud, 4-62X4 HF-G Stud OTHERS 2X4 HF-G Stud SLfDER Left2X4 No.2 SPF-G 2-3-9 REACTfONS (lbs/size) 1=1379D-3-8,4=1986/0-3-8 Max Hoz 1=609(load oase 3) Max Upliff 1=-234(load case 2), 4=-570(load case 3) FORCES TOP CHORD 1-2=-1414,2-3=-884, 34=-561 , 4-5=50 BOT CHORD 5-6=6, 1-6=964 WEBS 2-6=-564,36=-103,4$=1762 NOTES 'l) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with a<posure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifi as follows: One connector at joint(s) 1 . Two each connectors at joinl(s) 4. 4) A plate rating reduction of 200,6 has been applied for the green lumber members. LOAD CASE(SI 1) Lumber Increase=1.15, Plate Inorease=l.15 Uniform Loads (lbs per ft) Vert:1-2=-190.0, 2-3=-190.0, $4=-321.6, $6=-33.9, 1-6=-20.0 Concentrated Loads (lbs) Vert:1 =-253.3, 6=-1 1 08.6 ELK RIDGE/RILEY RES./JOB #2402 1$4 , S1G8 !s4 3t4 4 3x4 G1G8 nc. Thu Aug 22 07:51:52 1996 Pagel o rt ro o-dl :r 1 3x8 rl I \' Plate Otfsets (X,Y): [1 :0-0-0,0-0-01, [4:0-1-1,0-1-61 PLATES GRIP M2o(209a) 1491110 Weight: 31 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD 2 X 4 SPF-G No.2 BOT CHORD 1-4:6-3-0.WEBS 2X3SPF No.3 SLIDER Left 2 X 4 No.2 SPF-G 2-7-3 REACTIONS (lbs/size) 1=688/0-3-8, 4=439/0-3-8, 3=23910-5-8 Max Hotz 1=275(load case 3) Max Uplift 1 =-13(load case 3), 4=-132(load case 3), 3=-85(load case 3) Max Vert 1 =716(load case 5), 4=439(load case 1), 3=239(load case 1) FORCES TOP CHORD 1-2=-753, 2-3=-21 4 BOT CHORD 1-4=458 WEBS 2-4=-591 NOTES 1) This kuss has been checked for unbalanced loading conditions about joint 3. 2) This truss has been designed for the wind loads generaied by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24,0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase - 1.33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to conneci truss to bearing walls due to uplift as follows: One connector at joint(s) 1, 4. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard LOADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-O.0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBc-94 DEFL (in) (loc) l/defl Vert(LL) 0.09 114 920 Vert(TL) 0.11 114 7O1 Hotz(TL) 0.00 4 nla Min Length / LL defl = 360 Truss Type ROOF TRUSS SPAC|NG 2-O-0 Plates Increase I.l5 Lumber Increase 1.15 Rep Stress Incr NO uBc-94 -T ( RIDGE/RI , -1-{-0 , }rGa , 7-9{ &1GO 1-rL0 3lO8 llGS 1 1-0 4x5 tt LEY RES./JOB #2402 o (o TT *l 3& ni 19 +l il. I 1-O,r ol :i 5 ., 4x5 = LoADING (psf) TCLL 80,0 TCDL 15,0 BCLL O,O BCDL 10.0 I 1109 F_ &100 | 31G8 1-11-8 OEFL (in) (loc) Udefl Ved(LL) 0.04 2 999 Vert(TL) 0.05 2 999 Hoz(TL) -0.02 4 nla Min Length / LL defl = 360 BRACING TOP CHORD Sheathed or 3-314 on center purlin spacing, except end verticals. BOT CHORD 1-6:6-3-0. 5-6:6-3-0. csl TC 0.98 BC 0.14 wB 0.78 (Matrix) LUMBER TOP CHORD BOT CHORD WEBS OTHERS SLIDER REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p,s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber lncrease = 1 .33, Plate Increase = I .33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 4. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD GASE(S) Standard 2X4SPF-GNo.2 2X6SPF1650F1.5E 2 X 3 SPF No.3 'Except' 4-52X4HF-GStud 2X4HF-GStud Lett2X4 No.2 SPF-G 2-3-6 (lbs/size) 1=1135/0-3€,4=880103-8 Max Hoz 1=685(load case 3) Max Uplift 1 =-274(load case 4), 4=-329(load case 3) 1 -2=-1052. 2-3= -1 075, 3-4= -55, 4-5=797 5-6=106, 1-6=687 2-6= -792. 3-6= 1 O2A. 3-5= -7 41 34x5= s.oo F2 Aug 22 O7:52:O1 1996 Page 1 PLATES GRIP M20(209a) 149t1o4 Weight: 64 (lbs) Job 8.2178 Truss Trussrype ! ROOF TRUSS otv 2 Plv 1 o ELK R IDGE/RILEY RES.I JOB #2402 2-112 r!'t-4 8.oo l12 1.5x4 3 9 5x12 = +?4 G1-a 2-*12 3.3OO e Sep ZU 1993 Mi I el( Industnes, hc. Ihu Aug 22 O7:52:.t 2-$ t2 2-7|0 S9.0 , tO t t-0 1 trtr4 13&0 +2-O 5x6 = 4 1.5x4 5 o r+ ro 4xB ..' 6 -o To ld ld lF ll €rF s.sol12 Plate offsets (X,Y): [4:0-0-0,0J.4] LOADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-O-O Pfates lncrease 1.15 Lumber lncrease 1.15 RepStresslncr YES Code UBC-94 csl BC 0.69 wB 0.79 DEFL (in) (loc) Udefl Vert(LL) 0.33 918 468 Vert(TL) 0.44 918 357 Hoz(TL) 0.'12 7 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 149t104 Weight: 78 (lbs) LUMBER BMCING TOP CHORD 2 X 4 SPF€ No.2 TOP CHoRD Sheathed or 2-38 on center purlin spacing, 8OT CHORD 2 X 4 SPF-G No.2 except end verticals. WEBS 2 X 4 HF-G Stud 'Except. BOT CHORD 1-9:G3{, 8-9:&3-0, 7€:6-3-0. 1-2 2 X 6 SPF 1650F 1.5E, 6-7 2 X 6 SPF 1650F 1.5E 3-9 2 X3 SPF No.3, 5-8 2 X3 SPF No.3 REACTIONS (lbs/size) 1=1369/0-3-8,7=1369/G3-8 Max Hoa 1=207(load case 3) Max Upliff 1=-232(load case 4), 7=-232(load case 4) FORCES TOP CHoRD 1 -2=-1347, 2-3=-2538, 3-4=-2484, 4-5=-2484, 5-6=-2538, &7=-1347 BOT CHoRD 7-8=-0, 8-9=1070. 1-9=0 WEBS 2-9=2106,3-9=-521,4.9=1387,t1-8=1387,$8=-521,64=2106 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds ai 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.6.f bottom chord dead load, 100.0 miles from hurrioane oceanline, on a calegory | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1-33. Both end verticals are exposed. 2) STMPSON H2.5 connectors recommended to connecl truss to beiring walls due to uplift as follouts: One connector at joint(s) 1 , 7. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASEIS) Slandard Job 82178 Truss JOOA *r*tt* O ROOF TRUSS SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber lncrease 1.15 Reo Slress lncr YES Code UBC-94 ELK RIDGE/RILEY RES./JOB #2402 SUPERIOR TRUSS LOADING (psf) TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 07:52:171996 Paoe 1 , -1-+0 I G11-12 I 1-+0 &11-12 (o ro "l ol 5l 'l csl TC 0.01 BC 0.00 wB 0.00 (Matnx) F G1t-12 l G11-12 DEFL (in) (loc) l/defl Vert(LL) 0.00 1B 999 Vert(TL) 0.00 1B 999 Hoz(TL) -0.00 2 nla Min Length / LL defl = 360 PLATES Weight: 7 (lbs) LUMBER TOPCHORD 2X4SPF-GNo.2 BOT CHORD 2 X 6 SPF 1650F 1.5E SLIDER Lefi 2 X 4 No.2 SPF-G 0-7-1 REACTIONS (lbs/size) 1=309/0-5-8, 3=6/0-3-8, 2=49/0-5-8 Max Horz 1=-168(load case 5) Max Uplift 1=-24(load case 3), 2=-58(load case 3) BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling direcily applied, or 10-00-00 on center bracing. FORCES ToP CHORD 1-2=43 BOT CHoRD 1-3=0 NOTES 1) This truss has been checked fo. unbalanced loading conditions about joint 2. 2) This kuss has been designed for the wind loads generated by 100,0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upln as follows: One connector at joint(s) 1 . 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard 7.slnz LoADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 1O,O LU MBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES rr.tr* (T-- ROOF TRUSS ELK RIDGE/RILEY RES./JOB #2402 3.300e Sep20 1995 MiTek Indusiries, Inc. Thu Aug 22 07:52:21 1996 Pagel -1,4-0 , 1-1&9 1-+0 1-109 C" o ro F- C! "T =l lor t{lo 1 1.5x4 t 5.51F2 , 1,109 t1G9 Plate Offsets (X,Y): [4:0-1 - l 0,0{-10] SPACING 2-O-O Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 csl TC 0.13 BC 0.06 WB O.OB (Matrix) DEFL (in) (loc) Vert(LL) 0.00 2 Vert(TL) 0.00 2 Horz(TL) -0.00 3 Min Length / LL defl = 360 BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 1-4:6-3-0. 2X4SPF-GNo.2 2X4SPF-GNo.2 2X3SPFNo.3 (lbs/size) 1 =417 lO-3-8, 4=1610-3-8, 3=1 4710-5-8 Max Horz 1=172(load case 3) Max Uplift I =-1O(load case 2), 4=-92(load case 3), 3=-54(load case 3) Max Vert 1=417(load case 1), 4=138(load case 5),3=147(load case 1) 1 -2=-4OO , 2-3=-82 2-4=-O 1) This truss has been checked for unbalanced loading conditions about joint 3. 2) This truss has been designed for the wind loads generated by 10O.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verlicals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 4. 4) A plate raling reduction of 200,6 has been applied for the green lumber members. LOAD CASE(S) Standard E.ol F2 Job 82178 ,1.-ss ,:;--:,;= | I J01F ] RooF rRUSS Qtv 2 Plv 1 o ELK RIDGE/RILEY RES./JOB #2402 SUPERIORTRUSS 3.30OeSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:52:26 1996 Page 1 (o rc |r) c! 9T o : '1 I-lr l9 lo I 1.5x4 1- 1G15 1-rG15 , -1_+0 I 1.1015 | 1-'tG15 5.52v2 LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-O-O Plates lncrease 1.15 Lumber Increase 1-15 ReD Stress lncr YES Code UBC-94 csl TC 0.13 BC 0.06 wB 0.07 (Matrix) DEFL (in) (loc) l/defl Vert(LL) 0.00 2 999 Vert(TL) 0.00 2 999 Hoz(TL) -0.00 3 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491110 Weight: 13 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or G0{ on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.2 except end verticals. WEBS 2 X 3 SPF No.3 BOT CHORD 1-4:G3{. REACTfONS (lbs/size) 1=420lS5-8, 4=17i!'-3{,3=150/0-5-8 Max Hoa 'l =169(load case 5) Max Upliff 1 =-1g(load case 3), 4=-41(load case 3), 3=-55(load case 3) Max Vert 1 =420(load case 1), 4=83(load case 5), 3=1So(load case 1) FORCES TOP CHORD 1-2=-403. 2-3=-83 BOTCHORD 1-4-7 WEBS 2-4--O NOTES 1) This truss has been checked for unbalanced loading conditions about joint 3. 2) This truss has been designed forthe wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 1@.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 4. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard Truss Type |a\,,(. T I r(UDD SPAC|NG 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 ReD Stress lncr YES Code UBC-94 2X4SPF-GNo.2 2X4SPF-GNo.2 Left?X4 No.2 SPF-G 2-013 (lbs/size) 1 =513/G38, 3=26/0-18, 2=235&5-8 Max Hoz 1=17s(load case 3) Max Uplift 1=-47(load case 3), 2=-1 13(load case 3) 1-2=-158 1-3=0 ELK RIDGE/RILEY RES,/JOB #2402 Thu Aug 22 e Sep F -1-4-O I 2-1G2 l 1-+0 2-1G2 c{ @ c! 9T ol E1 LoADING (psf)TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD SLIDER REACTIONS FORCES TOP CHORD BOT CHORD NOTES 2-102 DEFL (in) (loc) l/defl Vert(LL) 0.00 lE 999 Vert(TL) 0.00 1E 999 Hoz(TL) -0.0O 2 nla Min Length / LL defl = 360 PLATES GRIP M20(20sa) 1491110 Weight: 17 (lbs) BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00{0 on center bracing. 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.t. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follolrrs: One connector at joint(s) 1. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASEIS) Standard 8.oo FZ ELK RIDGE/RILEY RES./JOB #2402 1996 Page 1 -1-40 1-1G15 LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBC-94 1-1G15 3.51v2 DEFL (in) (loc) l/defl Vert(LL) 0.00 2 999 Vert(TL) 0.00 2 999 Hoz(TL) {.00 3 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491110 Weigtrt: 12 (lbs) (o (t,@ I ..[dl E1 T-t:l9 1o 1 1.5x4 tt F .t_tGts _____-.1 l-1G15 LUMBER TOPCHORD 2X4SPF-GNo.2 BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3 BRACING TOP CHORD Sheathed or 6-0-0 on center purlin spacing, except end verticals. BOT CHORD 1-4:6-3-0. REACTfONS (lbs/size) 1=42OlQ-3-8, 4=1710-}'8, 3=150/G$8 Max Hoz 1=-127(load case 5) Max Uplift 1 =-43(load case 2), 4=-29(load case 3), 3=-47(load case 3) Max Vert 1=420(load case 1), 4=64(load case 5),3=1sO(load case 1) FORCES TOP CHORD 1 -2=-403, 2-3=-67 BOT cHoRD 1-4=-5 WEBS 2-4=O NOTES 1) This truss has been checked for unbalanced loading conditions about loint 3. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connecl truss to bearing walls due to uplifi as follows: One connector atjoint(s) 1,4. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard 6.01fu Truss JO2A Truss Type ROOF TRUSS e Sep MiTek Induslries, Inc. f -1-40 1_ 2-11-12 2-11-12 c) C" N 9T ol dl F- 2-11-12 | 2-11-12 8.oo | 12 ELK RIDGE/RILEY RES./JOB #2402 DEFL (in) (loc) l/defl Vert(LL) 0.00 1B 999 Vert(TL) 0.00 1B 999 Hoz(TL) {.00 2 nla Min Length / LL defl . 360 LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD DLILJET( REACTIONS FORCES TOP CHORD BOT CHORD NOTES SPAC|NG 2{-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBC-94 csl TC O.U BC 0.04 wB 0.00 (Makix) PLATES GRIP M20(20sa) 149t110 Weight: 17 (lbs) BRACING TOP CHORD Sheathed or G0-0 on center purlin spacing. BOT CHORD Rigid ceiling dkectly applied, or 10{0-00 on center bracing. 2X4SPF-GNo.2 2X4SPF-GNo.2 Left2X4No.2SPF-G2-2-1 (lbs/size) 1=519/0-5-8, 3=2610-3€, 2=239/0-$8 Max Hoz 1=18O(load case 3) Max Uplift 1=-45(load case 3), 2=-1 18(load case 3) 1-2=-163 1-3=0 'l) This iruss has been checked for unbalanced loading conditions aboul joint 2. 2) This truss has been designed for the wind loads Eenerated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = | .33, Plate Increase = I .33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follor,t6: One connector ai joint(s) 1 . 4) A plate rating reduction of 2006 has been applied for the green lumber members. LOAD CASE(SI Standard Truss USS LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD SLIDER REACTIONS FORCES TOP CHORD BOT CHORD NOTES Truss Type ROOF TRUSS --T ELK RIDGE/RILEY RES-/JOB #2402 2-1G8 o o) (\t 2-1G8 LooFZ t- 2-1 2-1G0 o o o SPACING Plates lncrease Lumber Increase Rep Stress Incr Code csl TC 0.34 BC 0.04 wB 0.00 (Matrix) 2-O-O 1.15 1 .'15 YES uBc-94 DEFL (in) (loc) l/defl Vert(LL) 0.00 18 999 Vert(TL) 0.00 1l3 999 Hoz(TL) -0.00 2 nla Min Length / LL detl = 360 PLATES GRIP M20(20sa) 1491110 Weight: 14 (lbs) 2X4SPF-GNo-2 2X4SPF-GNo.2 Left2X4No.2SPF-G2-1-2 BRACING TOP CHORD Sheathed or 640 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10{0-00 on center bracing, (lbs,/size) 1=263/0-3-8, 3=26/0-3-8, 2=23810-54 Max Hoz 1=126(load case 3) Max Uplift 2=-1 1S(load case 3) Max Vert 1=291 (load case 5), 3=26(load case 1), 2=238(load case 1) 1-2=-160 1-3=0 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) A plate rating reduction of 200,6 has been applied for the green lumber members. LOAD CASE(S) Standard Truss Type LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES 2X4SPF-GNo.2 2X4SPF-GNo.2 2X3SPFNo.3 1-2=-s90, 2-3=-187 2-4=O ROOF TRUSS ----1- SPACTNG 2-0-0 1 CSI ELK RIDGE/RILEY RES./JOB #2402 usties, hc-. ThnTugzc/.52'.s1 19sri page 1 , -1-4-0 , 31G9 1-+0 !10s e Sep s.50 FZ BRACING TOP CHORD BOT CHORD o) (a (! r.f) (f, *J *l -1 J*l* l* 1 1.5x4 tt f- &1G9 3-1G9 ipncrruc- ,-o4 -l-c"r -t DEF' (') ("") r* T-prltes cRrp Plates Increase 1.15 ] rc 0.68 ] Vertlt-t-1 0.01 114 999 | M2o(2oga) 1491110 Lumber Increase 1.15 I BC Oj2 ] Vert(TL) 0.01 114 999 | Rep Stress Incr YES I WB 0.12 Hoz(TL) -0.00 3 n/a I a:0" uBc-91_ f (M",rir) _l Y'n L"ns,h / LL dd = 36 Weisht: 21 (lbs) FEFt t'^l t'""1 uo"n f-eures J Vert(LL) 0.01 114 999 | M20(209 I Vert(TL) 0.01 114 999 |Hoz(TL) -0.00 3 n/a I I Min Lensth / LL d"]:t. i ry1nh,' : Sheathed or GSo on center purlin spacing, exceDl end verticals. 1-4:6-3-0. (lbs/size) 1=627 lO-3-8, 4=3610-3-8, 3=337/0-5€ Max Horz '1=246(load case 3) Max Upliff 1=-1 1(load case 3), 4=-51(load case 3), 3=-12s(load case 3) Max Vert 1=627(load case 1), 4=91(load case 5), 3=337(load case 1) 1) This kuss has been checked for unbalanced loading conditions about joint 3. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) SIMPSON H2.5 conneclors recommended to connect truss to bearing walls due to uplift as follo/vs: One conneclor at joint(s) 1 , 4. 4) A plate rating reduction of 20% has been applied for lhe green lumber members. LOAD CASE(S) Standard s.o1 fiz Truss Type ROOF TRUSS SPACTNG 2-0-0 Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 ELK RIDGE/RILEY RES./JO8 #2402 Inc. Thu Aug 22 F -1-+0 I 3-1G15 ___1 1"40 11(}15 ro (9 T. t+ t- T.l*'l*oJ ol E1 2 1.5x4 ll csl TC 0.02 BC 0.30 wB 0.30 (Mahix) 1- - $1015 | 11G15 s.51 fiz DEFL (in) (loc) l/defl Vert(LL) 0.05 / 999 Vert(TL) 0.06 213 999 Hoz(TL) 0.00 4 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491110 Plate Offsets (X,Y): 11 :O-1 -12,0-2-41 LoADING (psf TCLL 80.0 TCDI 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES 2X4SPF-GNo.2 2X4SPF-GNo.2 2X3SPFNo.3 (lbs/size) 2=131 lA-5-8, 1 =1 96/0-38, 4=0/e5-8 Max Hoz 2=-558(load case 2), I =554(load case 3) Max Uplift 2=-342(load caseA, 1 =-58(load case 5) 1-2=O 2-3=-241 1-3=213 Weight: 21 (lbs) BRACING TOP CHORD Sheathed or 100004{ on center purlin spacing, except end verticals. BOT CHORD 2-3:5-3-0. 1) This iruss has been checked for unbalanced loading conditions about joint 4. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f botlom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 ,33, Plate Increase = 1 .33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One conneclor at joint(s) 1 , 2. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard 8.o1faz Truss JUJ\5 Truss Type ROOF TRUSS ELK RIDGE/RILEY RES./JOB #2402 Plv 1 SUPERIOR TRUSS 3.300 e SeD 20 996 Page 1 I -r-+o l__ +1o2 +1G2 (! o s oJ ol 5t I 3x8 ll F- 4'1G2 +1o2 Plate Offsets (X,Y): [1 :0-0-0,0-0-0] 8.oo liz LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10,0 SPAC|NG 2-0-0 Plates lncrease 1 .'15 Lumber lncrease 1.15 Reo Stress lncr YES Code UBC-94 DEFL (in) (loc) l/defl Vert(LL) O.O2 1B 999 Vert(TL) 0.03 1B 999 Hotz(TL) -0.00 2 nla Min Length / LL defl = 360 PLATES GRIP M20(20sa) 149t110 Weight: 20 (lbs) LUMBER TOP CHORO 2 X 4 SPF 1650F 1,5E BOTCHORD 2X4SPF-G No.2 SLIDER Left2X4 No,2 SPF-G 3-6-12 REACTfONS (lbs/size) 1=72310-3-8,3=4610-3-8, 2=42510-a8 Max Horz 1=249(load case 3) Max Uplift 1=-60(load case 3), 2=-182(load case 3) FORCES TOP CHORD 1-2=-266 BoT CHoRD 1-3=0 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verlicals are exposed, 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifl as follows: One connector at joint(s) 1 . 4) A plate rating reduction of 2006 has been applied for the green lumber members. LOAD CASE(SI Standard BRACING TOP CHORD Sheathed or 6-0.0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 1040-00 on center bracing. Job 82'178 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES SPACTNG 2-O-O Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 Truss J030 ELK RIDGE/RILEY RES./JOB #2402 Inc. Thu Aug SUPERIOR TRUSS Plate Offsets (X,Y): l1:O-1 -12,0-2-41 LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 -1,+0 3tG15 3'1G15 (v) @ @ o) (! oT nl d1 T- t.; le l- 2 1.5x4 ll 3.51h2 csl TC 0.02 BC 0.30 wB 0.29 (Matrix) 31G15 - | &1G15 DEFL (in) (loc) l/defl Vert(LL) 0.05 / 999 Vert(TL) 0.06 2R 999 Hoz(TL) 0.00 4 nla Min Length / LL defl = 360 BRACING TOP CHORD Sheathed or 10000-G0 on center purlin spacing, except end verticals- BOT CHORD 2-3:6-34. PLATES GRIP M20(20ga) 149/110 Weight: 21 (lbs) 2X4SPF-GNo,2 2X4SPF-GNo.2 2X3SPFNo.3 (lbs/size) 2=99/0-3-8, 1=227 IO-3-8, 4=0/0-5-8 Max Hoz 2=-581(load case 2), 1=577(load case 3) Max Uplift 2=-259(load case 2), 1=-26(load case 5) 2-3=-?34 1-3=216 1) This truss has been checked for unbalanced loading conditions about joint 4. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 'l .33, Plate Incraase = 1 .33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follows: One connector at joint(s) 1 , 2. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard 6.0172 4x4 tl Truss JO4A ELK RIDGE/RILEY RES./JOB #2402 . ThuTlsZ2 ozs3l1 r gs6 Pase1 4-11- 12 + t1-12 c., + 9r ol :1 I 3x8 il +11-12 +11-12 LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 Plate Offsets (X,Y): h:0-0-0,04-01 SPAC|NG 2-0-o Plates lncrease 1.15 Lumber Increase 1.15 Reo Stress lncr YES Code UBC-94 2X4SPF1650Fl.5E 2X4SPF-GNo.2 LeftZX4 No.Z SPF-G 3-7-15 (lbs/size) 1 =72910-5-8, 3=46/G3-8, 2=4291O-*8 l\ilax Hoz 1=254(load case 3) i/ax Uplift 1=-S8(load case 3), 2=-186(load case 3) 1-2=-271 1-3=0 DEFL (in) (loc) l/defl Vert(LL) 0.02 1E 999 Vert(TL) 0.03 1n 999 Hotz(TL) -0.00 2 nla Min Length / LL defl = 360 BRAGING TOP CHORD Sheathed or 6-0-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. PLATES GRIP M20(209a) 1491110 Weight: 20 (lbs) LUMBER TOP CHORD BOT CHORD SLIDER REACTIONS FORCES TOP CHORD BOT CHORD NOTES 1) This truss has been checked for unbalanced loading conditions about ioint 2. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.O by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follo\,vs: One connector at ioint(s) 1 . 4) A plate rating reduction of 200,6 has been applied for the green lumber members. LOAD CASE(Sl Standard Truss J04G Truss Type ROOF TRUSS SPACING 2-O-O Plates lncrease 1.15 Lumber lncrease 1.15 Reo Stress Incr YES Code UBC-94 ELK RIDGE/RILEY RES./JOB #2402 Aug 22 :53:21 1996 Page +108 4.1G8 o t LOADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 csl TC 0.86 BC O.12 wB 0.00 (Matrix) DEFL (in) (loc) l/defl Vert(LL) 0.02 1E 9!t9 Vert(TL) 0.03 1B 999 Hotz(TL) -0.00 2 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491110 Weight: 20 (lbs) LUMBER TOP CHORD 2 X 4 SPF 1650F 1,5E BOTCHORD 2X4SPF-GNo.2 SLIDER Left 2 X 4 No.2 SPF-G 3-7-0 BRACING TOP CHORD Sheathed or 64-0 on center purlin spacing. BOT CHORD Rigid ceiling directly applied, or 1G00{O on center bracing. REACTIONS (lbs/size) 1=4731O-3-8.3=46/0-3-8. 2=428lG$8 Max Horz 1=201(load case 3) Max Uplift 2=183(load case 3) Max Vert 1=501(load case 5), 3=46(load case 1), 2=428(load case 1) FORCES TOPCHORD 1-2=267 BoT CHORD 1-3=0 NOTES 1) This truss has been checked for unbalanced loading conditions about joint 2. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category lenclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = '1 .33, Plate Increase = 1 .33. Both end verlicals are exposed. 3) A plate rating reduction of 20% has been applied for the green lumber memb€rs. LOAD CASE(S) Standard 8.oof1t Truss JGR 9T 5l ol TRUSS 1 8x'10 , 5.50 F' | 1-7-1 | _ 1 1-1 LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS OTHERS WEDGE REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES '"- 8x1O I -l &90 2-90 |9m|_1'60_l 2-+O +G0 lc lo Tq IT\lo lo 11,1G15 _ _ | $1-15 8x10 -- 13-40 1-7-1 Continued on p3!ql Plate Offsets (X,Y): [1:0-1-12,0-2-9], [2:0-1-8,0-112], l4:G1-4,G1-121, [5:G1J2,0-2-9] SPACING Plates lncrease Lumber lncrease Rep Stress Incr Code -f-cs I rc 0.72 I BC 0.18 | *u 0.6s t__ 1.15 115 NO uBc-94 2X4SPF-GNo.2 2 X 8 SPF 1950F ,I .7E 2 X 3 SPF No.3 .Except- 2-8 2 X 4 SPF-G No.2, 4-6 2 X 4 SPF-G No.2 2X4HF-GStud LeIt:2X4, Right: 2X4 (lbs/size) 1 =2387 lO-3-8, 5=2387/0-3-8 Max Horz 1=-83(load case 2) Max Uplift 1 =-463(load case 4), 5=-463(load case 4) 1-2=-7276, 2-3=-2611 , !4=-2611 , 4-5=-7276 5-6=6208, 6-7=2202, 7 -8=2202, 1 -8=6208 2-8=5003, 2-7=516, 3-7=-540, 4-7=516, +6=5003 1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at I inches on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) Special hanger required to support concentrated loads. 4) Provide adequate drainage to prevent water ponding. 5) A plate rating reduction of 2006 has been applied for the green lumber members. LoAD GASE(S) 1) Lumber Increase='l .15, Plate Increase=1 .15 Uniform Loads (lbs per ft) Vert:1-2=-190.0, 2-3=-190.0, 3-4=-190.0, 4-5=190.0, 56=-20.0, 6-7=-2A.O,7-8=-20,0, 1€=-20.0 BRACING TOP CHORD Sheathed or 4-2-2 on center purlin spacing. BOT CHORD Rigid ceiling dkectly applied, or 10-00-00 on center bracing. Job BATA Truss JGR rruserw I ROOF TRUSS otv 1 Fly 2 t ELK RIDGE/RILEY RES.'JOB #2402 SUPERIORTRUSS 3.3il)eScp1)l$EMiTek|ndu€ttbs, |rc. ThuA"c02207:53:321996 P{e2 roADcAsElsl Concenffied Loe.ls (lb) VertS=-1 000.0, 8*1000.0 Truss JH Truss Type ROOF TRUSS 2-5-12 2-112 Gi-4 2-1& G|-o , 7-e0 4x5 tt 4 8.oo liz 1.5x4 tl 3 o o -t OT dl :1 4x8 z 1 2x4 t 't0 3x4 -- s.so F7 2 5'l2 ELK RIDGE/RILEY RES./JOB #2402 4x5 tt 5 1G11{ 11i+4 1}6-0 -l 3t0 G1-4 2-112 1.5x4 ll 6 4x8 \ 7 I 5x12= I 2x4 , 1&S0 2-*12 Thu Aug 22 07:53:40 1996 Page 1 T9 Iq oto l- ll ld &$0 1fG4 4-34 +94 DEFL (in) (loc) Vert(LL) 0.09 l0l9 Vert(TL) 0.'l2 10rp Horz(TL) O.12 I Min Length / LL defl = 360 ERACING TOP CHORD BOT CHORD PLATES GRIP M20(209a) 1491104 Weight: 74 (lbs) l/defl 999 qaq nla Sheathed or 2€-7 on center purlin spacing, exceDt end vefticals. 1-1 1 :6-3-0, l0-1 1 :6-3-0, 9-10:6-3-0, Plate Offsets (X,Y): [4:0-1-8,-0-34], [5:0-1-8,-Gill LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0 SPAC|NG 2-0-0 Plates lncrease 1 .15 Lumber lncrease 1.15 Reo Stress lncr YES Code UBC-94 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES 1) This truss has been designed for the wind loads generated by 100,0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connecl truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 8. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard 2X4SPF-GNo.2 2X4SPF-GNo.2 2 X 3 SPF No.3 .Except' 1-22X6 SPF 1650F 1.5E, 7-8 2 X 6 SPF 1650F 1.5E 11 -2 2 X 4 HF-G Stud, 7-9 2 X 4 HF-G Stud (lbs/size) 1=1369/0-3-8, 8=1369/0-3-8 Max Horz 1 =18g(load case 3) Max Uplifl 1 =-232(load case 4), 8=-232(load case 4) 1-2=-1347 , 2-3=-2538, 3-4=-2483, 4-5=-1297 ,5-6=-2483, 6-7=-2538,7-8=-1347 8-9=-0, 9-10=1285 , 1O-11=1285, 1-11=O 2-11=2106,3-11=-428, 4-11=1140,4-10=42,A1o=42, a9=1140, 6-9=-428, 7-9=2106 Truss Type OUEENPOST Ply 1 4-E-14 ELK RIDGE/RILEY RES./JOB #2402 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07 +11.7 3'C9 1,+0 6x8 - 4 3x4.,- 5 4x10 .. +6-14 Loorz f.- 4x10.' z 1 2x4 | 3x4 :' 5 11 4x1o. s.so F2 10 8x10 = T l9 o rq l; ci' ol N tl o o +i o 9 8x10 6 7 2x4 &&8 12-2-8 2-1G1 t6-0 , 'lt2-8 , 1&00 3-&0 2-9.8 Plate Offsets (X,Y): [1 :01 -1 0,0-2-4], [2:G0-0,G1-81, [4:0-0{,G1 -81, [7:0+1 ,0-5-41, [9:G3€,G]41, [1 0:0-3-4,0-]41 LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 2-O-O Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 DEFL (in) (loc) l/defl Vert(LL) 0.34 1019 614 Ved(TL) 0.45 10/19 467 Hoz(TL) O.42 7 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 149t'to4 Weight: 81 (lbs) csl TC 0.89 BC 0.73 wB 0.88 LUMBER TOP CHORD 2 X 4 SPF 1650F 1.5E BoT cHoRD 2 X 4 SPF 1650F 1 .5E 'ExceDt' 10-9 2 X 4 SPF-G No.2 WEBS 2 X 3 SPF No.3 "ExceDt* BRACING TOP cHoRD Sheathed or 1-11-8 on center purlin spacing, exceDt end verticals. BOT CHORD 1-1 1 :6-3-0, 10-1 1 :6-3-0, 9-10:6-3-0, 8-9:6-3-0, 7-8:6-3-0. 1-22X6 SPF 1650F 1.5E, 6-72X6 SPF 1650F 1.5E 11-22X4SPF 1650F 1.5E, 1O-42X4 HF-G Stud 4-92X4 HF-G Stud, 6-82X4 SPF 1650F 1.5E REACTIONS (lbs/size) 1-2095/0-3-8,7=2095/0-3-8 Max Horz 1=288(load case 3) Max Uplift 1=-373(load case 4), 7=-372(load case 4) FORCES TOP CHO R D 1 -2= -2O60. 2-3= -421 4, 3-4= -41 4a, 4-5=-41 93, $6=-3861, &7=-2069 BOT CHORD 7-8=-0. 8-9=4023. 9-10=2099, 10-11=4150. 1-11=0 WEBS 2-1 1=3629, 3-11=-773,3-10=-338, 4-10=2333, 4-9=2266,5-9=-17s, 5-8=1059, 6-8=3279 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifl as follows: One connector at joint(s) 1, 7. 3) A plate rating reduction of 2006 has been applied for the green lumber members. LOAD CASE(S) Standard , -1-+O , 4-7,8 , 9!0 , 12-t1-11 1311-2 IGGO 17-+O 1-+O 4.7-8 +1-A 1&14 G1-4 2-10-11 1-4-0 Plv 1 6x6 = 4 8.oo fiz o o F ----F-6 o +I o 10 5x8:.3x4 t oT |+ le -o lo li I 1 3x4 lr 1r1-2 aG10 , 1&G0 2-10-14 5.50[az 32-6 Gtr8 3-2-6' y+2 ELK RIDGE/RILEY RES./JOB #2402 3.300 e Sep 20 1995 MiTek Industries, Inc.Thu Aug 22 07:54:03 1996 Page 1 1.5x4 ll 5 4x1 0 .,. '1 Plate Offsets (X,Y): [1:0-1-10,0-3-6], [4:0-0-0,0-1-81, fi:G0-5,0-12], l9.O-2-12,o-3-41 LOADING (psf! TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS SPAC|NG 2-0-0 Plates Increase '1.15 Lumber Increase 'l .15 Reo Stress lncr YES Code UBC-94 DEFL (in) (loc) lidefl Vert(LL) O .26 9E 706 Vert(TL) 0.35 9A 538 Horz(TL) 0.26 7 nla Min Length / LL defl = 360 BRACING TOP CHORD BOT CHORD PLATES GRIP M20(209a) 1491104 Weight: 90 (lbs) csl TC BC WB 0.81 0.97 0.78 2 X 4 SPF-G No.2 'Except' 2-42X4SPF 1650F 1.5E 2X4SPF-GNo.2 2 X 3 SPF No.3 'Exceot. 1-22 X6 SpF 1650F 1.5E, 6-7 2 X 6 SPF 1650F 1.5E 10-2 2 X 4 SPF-G No.2, 4-9 2 X4 HF-G Stud 4-8 2X 4 HF-G Stud, SB 2 X 4 SPF-G No.2 (lbs/size) 1=1885/0-3-8, 7=1885/0-3-8 Max Hoz 1=325(load case 3) Max Uplift 1 =-337(load case 4), 7=-337(load case 4) Sheathed or 2-0-15 on center purlin spacing, exceDt end verlicals. 1 -1 0:6-3-0, 9-l 0:6-1 -6, 8-9:6-3-0, 7-8:6-3-0. REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES 'l ) This kuss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber lncrease = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upln as follows: One connector at joint(s) 1 , 7. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S| Standard 1 -2=-1 855, 2-3= -3329, 3-4=-3354, 4-5=-3281, 5-6=-3349, 6-7=-1 858 7-8=-0, 8-9=1 595, 9-10=351 6, 1-10=0 2-1Q=2845, 3- 1 0=-862, 3-9=-426, 4-9=2063, 4-8=1 630, 5-8=-498, 6-8=2809 0tv J Plv ELK RIDGE/RILEY RES./JOB #2402 3.300eSep20 1995 MiTek Industries, Inc. Thu Aug 22 07:54:11 1996 Pagel , -1-&0 , 4.7-8 , 9-&0 12,11-11 1rl-2 1$&8 1+G0 t-+0 +7-8 +7-8 6x6 = 4 3-&14 G1-4 2-7-6 G!8 1.5x4 tt 8.ooF 3x4 /, 3 10 SxB t s.soflt 5 6 F 4x10.' o dT ';1 4x10', ,.., 2 ,.".1 'i{:7 AI Ii l.-d ld li I -T 5l 9l 1 9 6x12 -cf 9l 1 7 3x4 tt , 3-2-6 Ce6 111-2 , 1t&8 1e+0 32-6 }{-2 G&10 2'7-6 C18 Plate Offsets (X,Y): [1:0-1-10,0-3-6], [4:0-0-0,0-1-8], [7:0-G4,M15], [8:0-5-4,0-2-12], [9:0-4-12,0-3-4] LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS SPAC|NG 2-0-O Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBC-94 csl TC 0.80 BC 0.95 wB 0.93 DEFL (in) (loc) Vert(LL) 0.24 1OE Vert(TL) 0.32 9/8 Horz(TL) 0.23 7 Min Length / LL defl = 360 BRACING TOP CHORD Sheathed or 2-3{ on center purlin spacing, exceDt end verlicals. BOT CHORD 1 -10:6-3-0, 9-10:5-10-1 5, 8-9:6-3-0, 7-8:G10. REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES 2 X 4 SPF-G No.2 .Except. 2-42X4SPF 1650F 1.5E 2X4SPF-GNo.2 2 X 3 SPF No.3 'Except' 1-2 2X 6 SPF 1650F 1.5E, 1O-2 2X 4 SPF-G No.2 4-92X4 HF-G Stud, 4-82X4 HF-G Stud 6-82x 4 HF-G Stud, 6-7 2 X 6 SPF 1650F 1 .5E (lbsisize) 1=1855/0-3-8, 7=1855/0-3-8 Max Hoz 1=358(load case 3) Max Uplift 1=-324(load case 4), 7=-279(load case 4) 'l) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 ,33. Both end verticals are exposed. 2) Special hanger required io support concentrated loads. 3) Hanger recommended for connection of truss to bearing walls due to uplift.: H2.5 at joint(s) 1 , 7. 4) A plate rating reduction of 200,6 has been applied for the green lumber members. LOAD CASE(S| Standard 1 -2=-1824, 2-3=-3244, 3-4=-3238, 4-5=-2924, $6=-2988, &7=-1 831 7€=0, 8-9=1523, 9-10=3425, 1-10=0 2-10=2773,3-10=-837, 3-9=441 , 4-9=2a21 , 4-8=1310, s8=-476, 6-8=2479 TRUSS Job 82178 o o F o AT i1 ,',x ./'\t,'rEr ,| 8x10 n 3-110 3.t10 ;;JIr- KINGPOST !t10 8.oo F 2 3x4': 2 10 2x4 tt LOADING (pso TCLL 80.0 TCDL 15,0 BCLL O,O BCDL 10.0 SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code UBC-94 LUMBER TOP CHORD 2 X 4 SPF 21OOF 1.8E BOT CHORD 2 X 6 SPF 1650F 1.5E WEBS 2X4 HF-G Stud'Exceot' SLIDER 1O-22X3 SPF No.3, 2-9 2 X 3 SPF No.3 4-8 2 X I SPF 1950F 1 7E Left2X4 No.2 SPF-G 2-3-15, Right 2 X 4 No.2 SPF-G 1-1 1-14 ELK RIDGE/RILEY RES./JOB #2402 3.300 e Sep 20 1995 [iliTek lndustries, Inc. ThuAug2209: 2-7-4 4x5 = 4 -1-4"0 , 1t10 , GG8 8-7n12 930 t2-11-14 111-2 1AG0 , 17-+O }Gt4 o1-4 1914 G1-4 2-1G11 5x6 . 3 5x6.-- 4x10 i. 2//I 7 10x10 1 0x10 - o 8x10 /r oT |+ Ir 'd lo i 688 , 930 5.so | 12 3G14 2-8-8 '10-2 *** Overlapping Plates **" REVIEW REQUIRED 2-l0-14 Plate Offsets (X,Y): [1:0-7-8,0-5-81, [1 :0-4-8,0-2-01, [3:0-1-4,0-1-8], [4:G0-0,G1-4], [5:G1-4,0-1-8], [6:G8-0,0-5€], [6:0-3-8,0-2-01, [8:0-0-0,0-1-8] csl TC 0.90 BC 0.60 wB 0.90 DEFL (in) (loc) l/defl Vert(LL) 0.30 I 636 Vert(TL) 0.39 I 484 Hotz(TL) 0,40 6 n/a Min Length / LL defl = 360 PI-ATES M20(209a) GRIP 149t104 Weight: 84 (lbs) BRACING TOP CHORD Sheathed or 1-9-0 on center purlin spacing. BOT CHORD 1 -10:6-3-0, 9-1 0:6-3-0, 8-9:6-3-0, 7-8:6-3-0, 6-7:6-3-0. REACTIONS (lbs/size) 1=2533/0-4-0 (input O-18\,6=27720-4-6 (input: 0-3-8) Max Hoz 1=258(load case 3) Max Upliff 1 =-542(load case 4), 6=-596(load case 4) FORCES TOP CHORD 1-2=-6633, 2-3=-6300, 3-4=-3838, 4-5=-3851 , 5-6=-6746 BOT CHORD 6-7=551 2, 7-8=501 8, 8-9=51 87, 9-1 0=5584, 1 -1 0=5592 WEBS 2-10=83, 2-9=103,3-9=2395,3-8=-24A,4-8=2045,54=-1877,5-7=2360 NOTES 1) This truss has been designed forthe wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) Special hanger required to support concentrated loads. 3) Hanger recommended for connection of truss to bearing walls due to uplift.: H2.5 at joint(s) 1 , 6. 4) A plate rating reduction of 20% has been applied for the green lumber members. 5) Required bearing size at.ioint(s) 1 , 6 greater than input bearing stze. LOAD CASE(SI 1 ) Lumber Increase=1.1 5, Plate Increase='l.1 5 Job 42178 Truss LGRl Trussrrne I KINGPOST atv 2 Plv 1l o ELK RIDGE/RILEY RES./JOB #2402 SUPERIOR TRUSS 3.300 e Sep 20 19s15 MiTek Industri6, hc. Thu Aug 22 $,:14:37 1996 Page 2 LOAD CASEISI Uniform Loads (lbs ps ft) Ved:l-2=J90.0, 2-3=-190.0, $4=J$.0, 45--190.0, !5=-,|90.0, 67=-Z).0, 7€=-il.0, &9=-20,0, 9-10=-Z).0, 110=-20.0 Concentrated Loads (lbs) Ve :1 =-?53.3. 4:1500.0, 6=-253.3 , -1-&0 1-&0 3;11.S , 7-G10 7-1114 1GG2 , 14-1.2 1q?-6 17-!13 , 1&913 , !11-9 91-1 Gtl 2-t0-4 s @ 7ss,n 4x6', 3 3x4.: 2 Y 8x10 =-'" 10 2x4 tt 5.os F I 311-9 | 7:ql0 tCG2 | _ 1+2-6 I 17-3-t3 __] 311-9 31-1 2-11-8 +2-4 !1-7 ,,-- ELK RIDGE/RILEY RES./JOB #2402 Aug 22 09:15:08 1996 Page '1 +1-0 Gl-4 31-7 4x4 = 4 5x6,' 5 ...::--':-' I 4x'l6 = 7 8x10 = rYI lo) l(o rd ld lN I Plate Offsets (X,Y): [3:0-1-4,0-1-8], [5:0-1-8,0-1-8], [7:0-0-0,0-4-8], [9:0-0-0,0-+4] LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 2-G,O Plates Increase 1 .15 Lumber Increase 1.15 Rep Stress Incr NO Code UBC-94 0.84 NFA 0.79 LUMBER TOP CHORD BOT CHORD WEBS SLIOER REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES 1) 2-ply truss to be connected together with 10d nails as follows: Top chords connec,ted with 2 row(s) at 4 inches on cenier. Bottom chords connected with 1 row(s) at 12 inches on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, '100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) Special hanger required to support concentrated loads. 4) A plate rating reduction of 200,6 has been applied for the green lumber members. LoAD CAsE(Sl '| ) Lumber Increase=1 -15. Plate Increase=1 .15 Uniform Loads (lbs per ft) Vert:1-2=-190.0, 2-3=190.0, 3-4=-190.0, 4-5=-190.0, 5-6=-190.0, 6-7=-20.0, 7€=-20.0, &9=-20.0, 910=-20.0, 1-10=-20.0 csl TA BC WB BRACING 2X4 SPF 1650F 1.5E TOP CHORD 2 X 6 SPF 165OF 1 .5E BOT CHORD 2 X 3 SPF No.3 'Except' 3-g 2 X 4 HF-G Stud. 4-8 2 X 10 DF 1950F 1 .7E 5-7 2X4 HF-G Stud Left 2 X 4 No-2 SPF-G 2-3-9, Right 2 X 4 No.2 SPF-G 1-10-0 (lbs/size) 1=3755/0-5-8,5-4373/0-3-8 Max Hoz 1=217(load case 3) Max Uplift 1 =-821(load case 4), 6=-96'l(load case 4) 1 -2=-1 1 638. 2-3=-1 1 686. 3-4=-7566. 4-5= -7 587 . .a'6= -1 2557 6-7=10603, 7-8=9776, 8-9=9858, 9-10=10076, 1-10=10088 2-1 0=98, 2-9=568, 3-9=4007, 3-8=-3995, 4-8=3ff)2, 5-8=-3394, 5-7 =42Q1 sn-pesga DEFL (in) (loc) l/defl Vert(LL) 0.35 9 575 Vert(TL) 0.46 9 438 Hoz(TL) 0.43 6 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 88 (lbs) Sheathed or 3-8-7 on center purlin spacing. Rigid ceiling directly applied, or 10-00-00 on center bracing. Job B.2',t78 TnSs LGR2 rnrrervne (! FINK ot I Ply 2 , ELK RIDGE/RILEY RESJJOB #2{A LOADCASE{sl Conoerilated Loads (lbe) Vertl *285.0, 4-4{Xl0,O, 6=-286.0 JOD az18 SUPER , -1-40 , !34 s.oo fit (! @ 4x10 t 3 o ol E o 1 4x12'> LOADING (pso TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES SPAC|NG 2-0-0 Plates lncrease 1 .15 Lumber lncrease 1.15 Rep Stress lncr YES Code UBC-94 2 X 4 SPF-G No.2 'Except' 2-s2X4SPF1650F1.5E 2 X 4 SPF-G No.2 'Except' 1-112X4SPF1650F1.5E 2X3SPFNo.3'Exceot. 1-2 2 X6 SpF 1650F 1.5E, 7-8 2 X 6 SPF 1650F 1.sE 1-3 2 X 4 SPF-G No.2, 11-52X4 SPF 1650F 1.5E 6-82X4HF-GStud (lbs,/size) 1=227210-5-8,8=2019/0-5-8 Max Hoz 1=386(load case 3) Max Uplift 1 =-397(load case 4), 8=-348(load case 4) 6 A8 &7,1? ri-1-6 1$&8 1S*r2 19.8 4 }14 G1-4 +S10 4-7-2 Gt-4 !1G8 1.5x4 tl 3x8 I 4 o 2x4 tt 7 11 8x12 - Inc. Thu Aug 22 07:54:26 1996 Pagel I 4x6 = 19&4 t11-t2 'xB t 5 o 5x6 r qT lP le '.\ to I-; lN 1 Plate Offsets (X,Y): 11:O-2-12,o-2-81, [5:0-2-4,0-1-12], [5:04-12,G1-8], [9:0-0-0,0-2-4], [10:&2-8,0-3-01, [11:0-s0,0-34] BRACING TOP CHORD BOT CHORD WEBS 1 _2=_535, 2-3=0, 3-4=-5017, 4-5=-4934, 5-6=-2649, &7={, 7-8=-356 8-9=1 954, 9-1 0=21 49, 1 0-1 1 =1 870, 1-1 1 =41 96 1-3=-5124.}11=319, 4-11=-605, 511=3373, 510=875, 6-10=291 , 6-9=-828,6-8=-2544 1) This truss has been designed for the wind loads generaied by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f boftom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 wilh exposure C (ASCE 7-93). Lumber lncrease = 1.33, Plate Increase = 1.33. Both end verticals are exposed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 8. 3) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard 5.50 fjz F _ Ge8 13-1-2 _+___1EAA I &a8 GG10 2-7-6 ELK RIDGE/RILEY RES./JOB #2402 Sheathed or 110-12 on center purlin spacing, except end verticals. 1 I 1 :51 1 -1 3, 1 0-1 1 :6-3-0, 9-1 0:G3-0, 8-9:6-30. 1 Ro$, at midot 1-3.6-8 Truss M02 UDD , -1-+0 , 1-4O 2x4 2 +48 , 91-0 , 13-r-13 1t&8 1t*12 19&4 ELK RIDGE/RILEY RES./JOB #2402 3300 e Sep 2-1905 MiTek lndustries, Incjhu Aug 22 025438 1996 Page 1 4-G t3 2-&11 Gl 4 3106 4x5 = 5 6x6 = 4 8.oo F t o (o r'j' o dT 51 o 1 5x12::s.so [r z l_ _6.gL 13-1-2 _ | 1r&8 I 1e&4 |&&8 A&10 2-7-6 '11-12 **" Overlapping Plates *** REVIEW REQUIRED (oT lo l,^ 'd ld t: lN I 1 2x4 )l E 4x6 = Plate offsets (X,Y): 11:O-2-8,0-2-121, [4:0-2-0,0-1-81, [5:0-0-0,0-1-81, [6:0-0J 2,0-1-8], [9:0-0-0,G2-4], [11:0-5€,G3-81 SPACING LoADING {psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS Plates Increase 1.15 Lumber Increase 1.15 Rep Stress Incr YES uBc-94 2 X 4 SPF 1650F 1.5E 'Except. 5-72X4SPF-GNo.2 2X4SPF-GNo.2'Exceot' 1-112X4SPF1650F1.5E 2 X 3 SPF No.3 'Exceot* 1-22X6SPF 1650F 1 5E, 7-82X6 SPF 16s0F 1.5E 1-32X 4 SPF-G No.2, 11-4 2X 4 HF-G Stud 6-82X4HF-Gstud PLATES M20(20sa) M16(169a) Weight: 101 BRACING TOP CHORD Sheathed or 1-10-1 on center purlin spacing, except end verticals. BOT CHORD 111:$11-6, '1011:6-34, 910:S3-0, 8-9:6-3-0.WEBS 1 Row at midPt 6-8 2 Rows at 1/3 ots 1-3 csl TC E|t- WB 1 .00 0.94 0.94 REACTfONS (lbs/size) 1=22721O-5-8,8=2019/0-5-8 Max Hoz 1=344(load case 3) Max Uplift 1=-397(load case 4), 8=-348(load case 4) FORCES ToP CHORD 1-2=-655, 2-3=-0, 3-4=4857, 4-5=-2383, 5-6=-2819, 6-7=0, 7{=-356 BOT CHORD 8-9=1954, 9-10=2149, 10-11=2670.1-1 1=4618 WEBS 'l -3=-5451, 3-11=-172, 4-11=2502, 4-10=-375,5-10=973, &10=437, 6-9=€28, 6-8---2544 NOTES 1) This kuss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p,s.f boftom chord dead load, '100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) Provide adequate drainage to prevenl water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to upliff as follows: One connector ai joint(s) 1 , 8. 4) A plate rating reduction of 2006 has been applied for the green lumber members. LOAD CASE(S) Standard GRIP 1491104 139/91 (lbs) Truss M03 lr,*"t'*-e)- l-ouEENPosr uss o o F- 2x4rr ,' /' 2,1.12,-'-'@'1 o dT o ,,/' .' 1..' 1 4x12. LoADING (pso TCLL 80.0 TCDL '1s,0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS SPACING Plates lncrease Lumber lncrease Rep Stress Incr Code 2-O-O 1 .15 1 .15 YES uBc-94 csl TC 0.87 BC 0.86 wB 0.99 2 X 4 SPF-G No.2 'Except. 6-7 2X4 SpF 1650F 1 .5E. 7-8 2 X 4 SPF '1650F 1.5E BRACING TOP CHORD REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES 2 X 4 SPF-G No.2'Except. BoT CHORD 1-132X4SPF 1650F 1.5E, 11-13 2 X 4 SPF 1650F 1.5E 2 X 3 SPF No.3 'Except. WEBS 1-2 2 X 6 SpF 1650F 1.5E, 8-9 2 X 6 SPF 1650F 1.5E 1-3 2 X 4 SPF-G No.2, 13-42X4HF-GStud 12-5 2 X 4 SPF-G No.2, 1 1-7 2 X 4 HF-G Stud 1O-82X4 HF-G Slud (lbs;/size) I =22721O-5-8, 9=201 9/0-5-8 Max Hoz 1=351(load case 3) Max Uplift 1=-397(load case 4), 9=-348(load case 4) 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5,0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 'l .33. Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplifi as follows: One connector at joint(s) 1 , 9. 4) A plate rating reduction of 2006 has been applied for the green lumber members. LOAD CASE(S) Standard 1-2=-535.2-3=-0, 3-4=-5O17 ,4-5=-301 1 , 5-6=-3038, &7=-3720,7 -8=-2247 ,8-9=-1 982 9-10=-0, 10-1 1 =2179, 11-12=4186, 12-13=4134, 1-13=4196 1-3=-5124.3-13=319, 4-13=186a,4-12=-2016, 5-12=2815, 6.12=-2259,6-11=454,7-11=24n, 7-10=-1 193, &10=1897 , -r-4.0 394 GA8 6h12 9'0 , 11-S0 , 1$1-13 , ',l*&4 C!1-4 2-7-1 8.oo lit 4x6',- 4 4x10':: 3 -,,1'"13 8x10 _ 5x6 tt 5 4x8 r 6 5.5oFZ , c&8 , 9$0 t31-2 1t&8 1S&4 2-&.8 3't0-z Plate offsets (X,Y): 11.O-2-12,0-2-81, [4:0-1-4,0-1-8], [5:0-0-0,G2-01, [6;0-0{,0J-12], [7:0-2-0,0-1-81, [10:0-2-0,0-2-0], [11:0-0-0,0-3-4], [12:0-0-0,01-81, [13:G3J 2,0-3-4] -E;I'ELK RIDGE/RILEY RES./JOB #2402 3.30OeSep20 1995 MiTek Industries, lnc. Thu Aug 22 09:15:35 1996 Pagel 3&t3 11 8x10 - 5x6 r 8 I 2x4 | 10 6x6: ,9T E lP le 'r''d to t!: IN I I T1t-12 OEFL (in) (loc) l/defl Vert(LL) 0.34 13 683 Vert(TL) O.44 13 5n Horz(TL) 0.37 9 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 149110/. Weight: 101 (lbs) Sheathed or 1-5-10 on center purlin spacing, except end verticals. 1-13:6{-1 1, 12-13:6-3-0, 11-12:G34, 1Gl 1:6-}0, 9-'10:6-3O. 1 Row at midpt 1-3,12$ Truss Type ROOF TRUSS -1-+0 T- ld lr t- I l"lo IF 1. oJ ol EI 8.oonz 4x4 ll 1 2 1.5x4 ll s.so f12 F +38 LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS REACTIONS Plate Otfseis (X,Y): 11 .O-1-12,0-2-41 SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber Increase 1.15 Reo Stress lncr YES u8c-94 2X4SPF-GNo.2 2X4SPF-GNo.2 2X3SPFNo.3 (lbs/size) 2=40O-5-8, 1=253/0-5-8, 3=40/0-5-8 Max Horz 2=-22(load case 2), 1=-22(load case 2) Max Uplift 2=-1o3(load case 2), 3=-1o3(load case 2) BRACING TOP CHORD BOT CHORD PLATES GRIP M20(209a) 149t110 Weight: 2l (lbs) Sheathed or 10000+0 on center purlin spacing, exceDt end verticals. 2-3:G3-0. FORCES TOP CHORD 1-2=0 BOT CHORD 2-3=-16 WEBS 1-3=0 NOTES 1) This truss has been checked for unbalanced loading conditions aboutjoint 4. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end vedicals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 2, 3. 4) A plate rating reduction of 20% has been applied for the green lumber memb€rs. LOAD CASE(S) Standard DEFL (in) (loc) Udefl Vert(LL) 0.03 / 999 Vert(TL) 0.04 2B 999 Hoz(TL) -0.00 3 n/a Min Length / LL defl = 360 Job 82178 Truss N-HG **t-rp f- ROOF TRUSS SU , -1"+0 2-€-5 , ee1 , 1Gt13 3-11-12 e.oofiz *1 * s soltz 1-G13 3-11-12 RES./JOB #2402 3.300e Sep20 1995 MiTek lndustries, Inc. Thu Aug 22 Q7:55:01 1996 Page 1 19-+12 +11-4 3-11-12 $1r-12 1.5x4 ll 6 1',' | 1G8 12-n5, _Ael t l0tr3 I 1a:t8 t _ 1*4-12 _ 1 3-i1-12 &11-4 't) Plate offsets (X,Y): [2:0-2-0,0-1-01, 17:0-2-4,0-2-4]; [10:0-0-0,G5€], [13:0-0-0,O3-8] LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O-O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS DLILJtrX REACTIONS FORCES TOP CHORD BOT CHORD WEBS NOTES SPAC|NG 2-O-O Plates Increase 1.15 Lumber Increase 1.15 ReD Stress lncr NO uBc-94 2 X 4 SPF-G No.2 .ExceDt. 2-62X4 SPF 1650F 1 .5E 2 X 6 SPF 1650F 1.5E 2 X 3 SPF No.3 'Except' 5-72X4HF-GStud Left2X 4 No.2 SPF-G 1-6-4 (lbs/size) 1=3233/0-3-8, 7=292310-5-8 Max Hoz 1=242(load case 3) Max Uplift 1=-669(load case 4),7=-560(load case 4) Continued on csl TA DU WB 0.76 0.53 0.96 DEFL (in) (loc) l/defl Vert(LL) 0.35 I 650 Vert(TL) 0.46 9 495 Hoz(TL) 0.14 7 nla Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 82 (lbs) BRACING TOP CHORD Sheathed or 4-1-.l0 on center purlin spacing, exceDt end verticals. BOT CHORD Rigid ceiling directly applied, or 10-00-00 on center bracing. 1 -2=-77 61, 2-3=-41 1 8. 3-4=-8668, 4-5=-7283, 5-6=0, d7 =&2 7-8=7283, &9=9624,9-10=9624, 1O-11=%24,1 1-12=8668, 12-13=4114, 1-13=6208 2-13=3044, 2-12=18fi,3-12=-481 5, 3-11=468, 411=1018, 4-9=115, 4-8=-2493, a8=983, $7=-7606 'l) 2-ply truss to be connecled together with 10d nails as follorrts: Top chords connected with 1 row(s) at 8 inches on center. Bottom chords connected with 1 row(s) at 12 inches on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) Provide adequate drainage to prevent water ponding. 4) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: Two each connectors at joint(s) 1 , 7. 5) A plate rating reduction of 2006 has been applied forthe green lumber members. LOAD CASE(SI 'l ) Lumber Increase=1. 1 5. Plate Increase=1 . 1 5 Job 8,2178 Trusg N-HG rrusTync I ROOFTRUSS atv 1 Plv 2 t ELK RIDGE/RILEY RES./JOB #2.'I{I2 SUPERIOR TRUSS LoAD cAsE{sl 3.gn e S€p 20 1ffi MiTek lndustrl€8, Ino. Thu Ar{ 22 07:55:02 19gO Page 2 Uniform Louds (lbs p€r fi) V€rtl-2=-190.0,2€=-ZU.1,++.n4!1,1-5--714.1,6$=-271.1,78=-28.9,6€---28.9,910E-28.9, ,|trl1=-28.9, 11-12=-?8'.9,12-iU-N.0, 1-13=-Z).o Ccpentm0ed Loads (lb) Ved:l=-253.3, 12=-3fE'8 Truss N01 MONO HIP r-'u."rrp"-f-atv 1 ELK RIDGE/RILEY RES./JOB #2402 3.300 e Seo 20 1995 MiTek lndustries. lnc.Thu Aug 22 07:55:151996 Page 1 11&1 19+12, {-t1-13 1-&3 , -1-40 , 4-&5 1-+0 4-G5 a oo [i- +r-15 5x6 : t l* 11 4xe - 10 3x4 = F t-t8 I _ t 3 _l 1G90 , _ 1+1G15 _ | 19+12 _______) 1-S8 +311 +11-13 G1-15 +113 Plate Offsets (X,Y): LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS SPACING Plates lncrease Lumber lncrease Rep Stress lncr Code 2-O-O 1.15 1.15 YES uBc-94 csl I t v.Jz BC 0.97 wB 0.92 DEFL (in) (loc) l/defl Vert(LL) 0.15 4 999 Vert(TL) 0.19 4 999 Hoz(TL) 0.09 8 n/a Min Length / LL defl = 360 PLATES M20(209a) Weight: 86 GRIP 149t104 (bs) 2 X 4 SPF 1650F 1 .5E .Except' 6-72X4SPF-GNo.2 2X4SPF-GNo.2 2 X 3 SPF No.3 'Except' 1-22XO SPF 1650F 1.5E,13-22X4 HF-G Stud 6-92X4HF-GStud BRACING TOP CHORD Sheathed or 1-10-5 on center purlin spacing, exceoi end verticals. BOT CHORD 1-13:6-3-0, 1 0-1 1 :6-1-1 4, 9-1 0:&3-0, &9:6-3-0, 1 2-1 3:6-3-0, 11-12:.a.1-14. REACTfONS (lbs/size) 1=225510-+8,8=2002G$8 Max Hoz 1=346(load case 3) Max Uplift 1=-398(load case 4), 8=-341(load case 4) FORCES ToP CHoRD 1-2=-2243,2-3=-2506, 3-4=-261 1, 4s=-3086, 5$=-2207,6-7=0,7-8=-128 BoT CHoRD 8-9=866, 9-1 0=2755, 1 0-1'l =3258, 1 1 -1 2=3258, I 2-1 3=2230, 1 -13=o WEBS 2-13=2092,3-13=-210, 3-12=825, +12=-912,4-1 0=-293, $10=466, A9=-1320, &9=1859, 6-8=-2024 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p,s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber lncrease = 1 .33. Plate lncrease = 1 .33. Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearinE walls due to uplifi as follo\trrs: One connector at joint(s) 1, 8. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard [6:01-12,0-1-8], [9:0-14,0-1€], [1 1 :e04,0-]81 T_ ---l l*-l TRUSS , -1.+0 , 1,40 rrussrvne I COMMON Plv I ELK RIDGE/RILEY RES./JOB #2402 e Sep 20 1 113 , ees , _ 11.1-7 t_ ts.&g _ ?t13 $13 +7-2 +7-2 N rt a oo [iz s.so I12 12 11 3x4 - 3x6 = 10 3xl0-- 1 158 t- 1-t8 a&5_ | 11-1-7 1$&9 tG13 4-7-2 4-1"2 **" Overlapping Plates *** REVIEW REQUIRED MiTek Industries, Inc. Thu Aug 22 07:55:25 1996 Page , 19412 o I 2x4 tl T-lq 1^ , 1$+12 LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 Plate Offsets (X,Y): [7:0-0-0,0-1-12] SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Skess Incr YES Code UBC-94 2 X 4 SPF-G No.2 'Exceot. 4-6 2X 4 SPF 1650F 1.5E 2X4SPF-GNo.2 2 X 3 SPF No.3 -Except* 1-22X6SPF 1650F1.5E, 13-22X4 HF-G Stud DEFL (in) (loc) l/defl T-Vert(LL) 0.11 11/10 999 I Vert(TL) 014 11t10 999 |Hoz(TL) 0.07 I n/a I Min Lensth / LL defl = 360 L 1.00 0.75 0.94 LUMBER TOP CHORD BOT CHORD VYtrDD REACTIONS (lbs/size) 1 =225510-3-9 (input: Max Hoz 1=383(load case 3) Max Uplift 1=-398(load case 4), BRAGING TOP CHORD BOT CHORD 0-3-8), 8=2002/0-$8 8=-341 (load case 4) FORCES TOPCHORD 1-2=-2243,2-3=-2703,3-4=-2379,4-5=-2221,+6=-2221, &7=-1589, 7-8=-1968 8OT CH oR D 8-9-0. 9-1 0= 1 320, 1 0-1 1 = 1 975, 1 1 -12=237 6, 1 2-1 3=2376, 1 -13=O WEBS 2-13=2260,3-13=-205, 3-1 1=-468, 4-11=335, 410=326, 510=-902, G10=1195, 6-9=-682, 7-9=1525 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. Both end verticals are exposed. 2) Provide adequate drainage lo prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 8. 4) A plate rating reduction of 200lo has been applied for the green lumber members. 5) Required bearing size at Joint(s) 1 greater than input bearing size. LOAD CASE(S| Standard PLATES GRIP M20(209a) 1491104 Weight: 93 (lbs) Sheathed or 110-5 on center purlin spacing, exceot end verticals. 1-13:6-3-0, 11 -12:6-2-13, 10-1 1 :6-3-0, 9-10:6-3-0, 8-9:6-3-0, 't2-13.6-2-13. .,r't, 1..,/ o dT 5L o .. T_ ;'1 ]'; , ,1-!-0 +33 1-+0 43-3 ELK RIDGE/RILEY RES,/JO8 #2402 Thu Aug 22 07:55:34 1996 1}&9 , 16611 19-+12 ,2.4 2-1G2 2-162 3x6.:: 6 1.5x4 tt 7 3x4'; 3 --ft]------------- T t9 1ry l^F--lq o 11 3xO - 10 3x4 -1 3x4 1-5 8 7-Gt3 1r+12 E.oo F7 4x8, ../,. 1 2 .",.-..z -'12 5x8 = LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS Plate Offsets (X.Y): [4:0-0-0,0-6-0], [5:0-0-0,0-3-Bl, [8:0-0-0,0-2-41 SPACING Plates Increase Lumbel Increase Rep Stress Incr Code 2-0-0 1.15 1. t5 YES OEFL (in) (loc) l/defl Vert(LL) 0.10 10/19 999 Vert(TL) 0.13 12/11 999 Hoz(TL) 0.08 8 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 149t1o4 Weight: 104 (lbs) 2 X 4 SPF-G No.2 .Exceot' 4-5 2 X6 SPF 1650F 1.5E 2X4SPF.GNo.2 2 X 3 SPF No.3 .Exceot' 1-22X6 SPF 1650F 1.5E,12-22X4 HF-G Stud REACTfONS (lbs/size) 1=225510-5-8,8=20020-5-8 Max Hoz 1=420(load case 3) Max Uplift 1 =-398(load case 4), 8=-341 (load case 4) FORCES TOP CHORD 1-2=-2243,2-3=-2569,3-4=-2036, 4-5=-14O5, 5-6=-1682, 6-7=0, 7-8=-244 BOT CH ORD 8-9= 1 1 98, 9.1 0=1 699, 1 O-1 1 =2262, 1 1 -1 2=2262, 1 -12=4 WEBS 2-12=214a,3-12=-181 , 3-10=-654, 4-10=455, zf9=-409, 5-9=123, 6-9=343, 6-8=-2083 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss io bearing walls due to uplift as follows: One connector at.joint(s) 1, 8. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(S) Standard BRACING TOP CHORD Sheathed or 2-2-2 on center purlin spacing, except end verticals. BOT CHOR D 1 J 2:6-3-0, 1 O-1 1 .6-2-4, 9- 1 0:6-3-0, 8-9:G3 -O, 1 1 -1 2:6-2-4.WEBS 'l Row at midpt 4-9, 6-8 csl TC 0.82 BC 0.81 wB 0.85 Job 82174 SUPERIOR TRUSS OUEENPOST ELK RIDGE/RILEY RES,/JOB #2402 e Sep 20 1 Industries, Inc. Thu Aug 22 07: 11-&9, 1t6-1l , 194-12 1-2-4 3102 31G2 1 .5x4 tt 8 11 3x10 = 10 2x4 , -1-4-O , 2-7-9 1-+0 2-7-9 1 SxB = 3x4 ll t}3 7-10-12 , 1G&5 4x4 t LooFZ 5 1 .5x4 tl 4 13 6x10 - 2-7-9 4x4 = 4x5 ll 67 (o o t- T t9 IT IN It--r4 o dT rl o 1,5"s5,50 [|a!3 | il'5 r iqqr---------r---- :rz -r 1-18 1911 S13 tG6 3tG2 *** Overlapping Plates *** REVIEW REQUIRED Truss Type Plate Offsets (X,Y): [9:0-0-0,0-1-8] LOADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O,O BCDL 10.0 SPACING 2-0-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr YES Code UBC-94 LUMBER TOPCHORD 2X4SPF-GNo.2 BOTCHORD 2X4SPF-G No.2 WEBS 2X3 SPF No.3'ExceDt' 1-2 2 X 6 SPF 1650F 1.5E, 14-22X 4 HF-G Stud REACTIONS (lbs/size) 1=2255/0-5€, 10=2002O-$8 Max Hoz 1=459(load case 3) Max Uplift 1=-398(load case 4), 10=-341(load case 4) DEFL (in) (loc) Udefl Vert(LL) O.1O 13fi2 999 VertfiL) O.13 13112 999 Hoz(TL) 0.07 10 nla Min Length / LL defl = 360 Weight: 1 13 (lbs) BRACING TOP cHoRD Sheathed or 2-8-10 on center purlin spacing, exceot end verticals. BOT CHORD I I 4:G3-0,'l 2-1 3:6-30, 1 1 -1 2:.6!0, 1 0-1 1 :6-3-0, 1$14:S0-5. csl TC 0.65 BC 0.74 wB 0.95 GRIP PLATES GRIP M20(209a) 149fi04 FORCES ToP CHORD 1-2=-2243,2-3=-2788,3-4=-25a7,4-5=-2524,5-6=-1671, &7=-1386, 7-8=-1634, &9=-1631, 9-10=-1964 BOT CHORD 1A-11=A. 11-12=1310. 12-13=1757 , 13-14=2428, 1-14=O WEBS 2-14=2331 ,3-14=-2O7 ,3-13=-352, 413=-493, 5-13=821 ,5-12=-84?,6-12=536, 7-12=330, 7-1 1 =101 , 8-1 I =-704, 9-1 1 =1529 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. Both end verticals are exposed. 2) Provide adequate drainage to prevent water ponding. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 10. 4) A plate rating reduction of 20% has been applied for the green lumber memb€rs. LOAD CASE(S) Standard Truss NGR Truss Type COMMON (Y) @ (') , -1-40 , 1-5-7 2,1G',r3 , ++4 , 7-911 1-4,0 1-r7 1-r7 1-5-7 35.7 s.ool12 1X.12 = 5 50l12 2-O-2 2-U2 2-&1 9l o i1 :^:1 '-:1 1 8x10 rl Plate Offsets (X,Y):[1 :0-1 -6,0-1 -10], [6:0-1-1 2,0-1 -8], [7:0-3-0,0-1-81, [1 0:0-0{,0-5-4] LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code UBC-94 LUMBER TOP CHORD 2X4 SPF 1650F 1-5E'Exceot" 1-42 X4 SPF 2100F 1.8E BOT CHORD 2 X 8 SPF 1950F 1.7E WEBS 2X3 SPF No.3 *Except' 7-82X4 HF-G Stud, 13-32X4HF-GStud 10-6 2 X 4 HF-G Stud, 7-9 2 X 4 SPF 1650F 1.5E 13-4 2 X 4 SPF 1650F 1.5E OTHERS 2X4 HF-G Stud WEDGE Left: 2X4 REACTfONS (lbs/size) 1=55920-5-8,8=773410-6-1(input: G5-8) Max Hoz 1=31g(load case 3) Max Upliff 1 =-1213(load case 4), 8=-1713(load case 4) ELK RIDGE/RILEY RES./JOB #2402 3.300 e Sep 20 1 :. Thu Aug 22 O7:56.OO 1996 Page Tu,, , 2r}2 , +0-4 , F&5 9+6 , 12+7 1+&8 FORCES TOP CHORD 1-2=-9882,2-3=-10661, 3-4={ 6893, 4-5=-141t16, $6=-14506, 6-7=-9091, 7-8=$226 BOTCHORD 8-9=0, 9-10=11274, 1O-11=14557,11-12=14557,12-13=12437,13-14=12380, 1-14=6881 WEBS 2-14=2492,3-14=-5195, 3-13=3307, 4-13=7827 , +12=2070,51 2=-689, 5-10=-73, 6- l0=4341 , 6-9=-4183, 7-9=10855 NOTES 1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with 2 row(s) at 4 inches on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber lncrease = 1.33, Plate Increase = 1.33, Both end verticals are exposed. 3) Special hanger required to support concentrated loads. 4) Provide adequate drainage to prevent water ponding. 5) A plate rating reduction of 20% has been applied for the green lumb€r members. 6) Required bearing size at joint(s) I greater than input bearing size. LOAD CASE(SI | 11-3-l | 1+&6 , 2-&1 2'&1 DEFL (in) (loc) Udefl Vert(LL) 0.27 11110 644 Vert(TL) 0.35 11/10 491 Horz(TL) 0.18 8 n/a Min Length / LL defl = 360 BRACING TOP CHORD Sheathed or 2-1G8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied, or 1G@-00 on center bracing. PLATES GRIP M20(20sa) 1491104 Weight: 80 (lbs) ELK RIDGE/RILEY RESJJOB #2402 LOAD CASE(SI 1 ) Lumber lncrease=1 . 1 5, Plate Insease=1 . 1 5 Uniform Loade (lbe per fl) Veil:1-2="190.0, 2-3-190.0, 34-190.0, 4€=-190.0, 5€=-190.0, S7=-190.0, 8-9=-1020.0, 910c-1(I20.0, 1G11=-l(}20.O, 11-12=-20.0, 1 2-13='-ZJ.O, 1 $ 1 4:-20.0,'l -1 L--2lJ.0 Conc€ntrated Loads (bs) Vert:1 :2Fi11.3. I 3=-500.0 \ \ \ \ \ \ LOADING (pso TCLL 80.0 TCDL 1s.0 BCLL O,O BCDL 10.0 MONO SCTSSOR 1-40 -1-+O 6.00 h2 3x6 z @ (f, clt T o A r l @ s 9i o :l 1 4x4 .:3.so fiz q SPACING Plates lncrease Lumber Increase Rep Stress Incr Code LUMBER ToPCHORD 2X4SPF-GNo.2 BoTCHORD 2X4SPF-G No.2 WEBS 2X3 SPF No.3.Excepl' 1-22X6 SPF 1650F 1.5E 1 .15 1 .15 YES uBc-94 BRACING TOP CHORD Sheathed or &0-0 on center purlin spacing, exceDt end verticals. BOT CHORD 1-5:6-3-0. REACTfONS (lbs/size) 1=905/0-3-8, 5=368/0-3-8, 4=28410-3-8 Max Horz 1=246(load case 3) Max Uplift 1 =-1o4(load case 3), 5=-89(load case 3), 4=-89(load case 3) Max Vert 1 =905(load case 1), 5=381 (load case 5), 4=284(load case 1) FORCES TOP CHORD 1 -2=-430, 2-3=145, 3-4=-176 BOT CHORD 1-5=963 WEBS 1-3=l 133, 3-5=-908 NOTES 1 ) This truss has been checked for unbalanced loading conditions about joint 4. 2i This truss has been designed for the wind loads generated by 100.0 m.P.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline,;n a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1 .33. Both end verticals are exPosed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 5. 4) A plate rating reduction of 20% has been aPplied for the green lumber members. LOAD CASE(S) Standard *** Overlapping Plates *** REVIEW REQUIRED csl TC 0.48 BC 0.47 wB 0.53 (Matrix) DEFL (in) (loc) udefl Vert(LL) 0.07 1E 999 Vert(Tt) 0.09 1E 803 Horz(TL) 0.01 5 nla Min Length / LL defl = 360 3x4 -- PLATES GRIP M20(209a) 1491110 Weight: 29 (lbs) O O ' l,o s. '"*' .,tF t ' I .a '*;ts' ,,, 't "' q) f.f MiTek Industries, Inc. Thu Aug Truss Type ROOF TRUSS 1-10" 10 1 .5x4 ll 4 FF c.,,rf :?o1 N o) (o t.zt@ z.sa@ 4x4:: 2 1 1 .5x4 11 ELK RIDGE/RILEY RES./JOB #2402 SPACING 2.GO Plates lncrease 1.15 Lumber lncrease 1-15 Rep Stress Incr NO Code UBC-94 DEFL (in) (loc) Udefl Vert(LL) 0.06 3 999 Vert(TL) 0.08 3 999 Hoz(TL) 0.01 5 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 42 (lbs) l2:O-14,G'l-121 LUMBER TOPCHORD 2X4SPF-G No.2 BOT CHORD 2X4 SPF.G]IW WEBS, 2X3SPFNo.3'Exceot'| 26{X4 HF-G stud i 'd\ r REACTIONS (lbs/size) 1=121On-4-15,5=852rc-3-8 BRACING TqP CHORD Sheathed or 2€-10 on center purlin spacing, except end verticals. BOT CHORD 16:6-3.0. $6:6-3-0. Max Hoz 1=332(load case 3) i //' ' lVlax Uplift 1=-3{Q(load case 2),.5:-228(load case 3; FoRcEs . TOP CHORD 1-2=-1168,,-a=-151n, a-O=O , a-5=-3V ) t 'J BOTCHORD 5-6=1455, 1-6=0 .. \ ', #l TOPCHORD 1-2=-1168, 2-3=-1519, 3-4=4,4-5=-3Tl - t, I BoTcHoRD 5-6=1455, 1-6=0 #" I WEBS 2-6=1435,3-6=-135,3-5=-1438 [, fl hores tl tl !J1tE ttr"" tr"" u"en designed for the wind loads generated by l oo.o m.pf winds at 28.0 feet above ground levet, usinfi.O p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, fr a category lenclosed building, of dimensiog$ 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. Both end verticalp ara exposed. I t.l :, ) SIMPSON H2.5 connectors recommended to connect truss to bearing 6alls due t6 upliff as follows: One cotnector ?ljoint(s) l, 5. \ A pfate rating reduction o{ 2006 has been applied for the green lirmber members. I /' I ! DAD CASE(SI Standard I I l -l f "(s \o c r* l. t ,,4 .300 e Sep ELK RIDGE/RILEY RES./JOB #2402 1 .5x4 tt q ,j-4-0 , 2-1-12 , +38 4-4112 600 1-__i+--.1 1,4-0 2-1-12 2-1-12 Gr-4 't-7-4 o @ (! o (') :1 T"ln 1 1 3x4 t SPACING 2.0,4 Plates Increase 1 .15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 2X4SPF-GNo.z 2X4SPF-GNo.2 2X3SPFNo.3 (lbsr/size) 1=844/0-38, 6=591/G3-8 Max Hoz 1=356(load case 3) Max Uplift 1=-136(load case 2), 6=-222(load case 3) 1 -2=-415, 2-3=0, 34=-459, +5=0 6-7=407 . 1-7=7OO 5-6=-1 37,J-*-889, 3-7 =-266, 4-7 =280, 4€=S00 3.50 FZ F-- +38 I GGo -+3E r,&6 DEFL (in) (loc) l/defl Vert(LL) O.O2 716 999 Vert(TL) O.O2 1n 999 Hoz(TL) 0.01 6 n/a Min Length / LL defl = 360 csl TC 0.23 BC 0.28 wB 0.33 PLATES GRIP M20(209a) 149t110 Weight: 32 (lbs) LUMBER TOP CHORD BOT CHORD WEBS REACTIONS BRACING TOP CHORD Sheathed or 64-0 on center purlin spacing, exceol end verticals. BOT CHORD 1-7:&30, 6-7:G3-0. FORCES TOP CHORD BOT CHORD WEBS NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exPosure C (ASCE 7-93). Lumber Increase = 'l .33, Plate Increase = 1 .33. Both end verticals are exPosed. 2) SIMPSON H2.5 connectors recommended lo connect truss to bearing walls due to uplift as follows: One connector at.loint(s) 1 , 6. 3) A plate rating reduction of 20% has been applied for the green lumber members LOAD CASE(S) Standard 1,5x4 I LOADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 o o Truss NGR Truss Type COMMON (Y) @ (') , -1-40 , 1-5-7 2,1G',r3 , ++4 , 7-911 1-4,0 1-r7 1-r7 1-5-7 35.7 s.ool12 1X.12 = 5 50l12 2-O-2 2-U2 2-&1 9l o i1 :^:1 '-:1 1 8x10 rl Plate Offsets (X,Y):[1 :0-1 -6,0-1 -10], [6:0-1-1 2,0-1 -8], [7:0-3-0,0-1-81, [1 0:0-0{,0-5-4] LoADING (pso TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2-0-0 Plates lncrease 1.15 Lumber lncrease 1.15 Rep Stress Incr NO Code UBC-94 LUMBER TOP CHORD 2X4 SPF 1650F 1-5E'Exceot" 1-42 X4 SPF 2100F 1.8E BOT CHORD 2 X 8 SPF 1950F 1.7E WEBS 2X3 SPF No.3 *Except' 7-82X4 HF-G Stud, 13-32X4HF-GStud 10-6 2 X 4 HF-G Stud, 7-9 2 X 4 SPF 1650F 1.5E 13-4 2 X 4 SPF 1650F 1.5E OTHERS 2X4 HF-G Stud WEDGE Left: 2X4 REACTfONS (lbs/size) 1=55920-5-8,8=773410-6-1(input: G5-8) Max Hoz 1=31g(load case 3) Max Upliff 1 =-1213(load case 4), 8=-1713(load case 4) ELK RIDGE/RILEY RES./JOB #2402 3.300 e Sep 20 1 :. Thu Aug 22 O7:56.OO 1996 Page Tu,, , 2r}2 , +0-4 , F&5 9+6 , 12+7 1+&8 FORCES TOP CHORD 1-2=-9882,2-3=-10661, 3-4={ 6893, 4-5=-141t16, $6=-14506, 6-7=-9091, 7-8=$226 BOTCHORD 8-9=0, 9-10=11274, 1O-11=14557,11-12=14557,12-13=12437,13-14=12380, 1-14=6881 WEBS 2-14=2492,3-14=-5195, 3-13=3307, 4-13=7827 , +12=2070,51 2=-689, 5-10=-73, 6- l0=4341 , 6-9=-4183, 7-9=10855 NOTES 1) 2-ply truss to be connected together with 10d nails as follows: Top chords connected with 1 row(s) at 12 inches on center. Bottom chords connected with 2 row(s) at 4 inches on center. Webs connected with 1 row at 6 inches on center. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber lncrease = 1.33, Plate Increase = 1.33, Both end verticals are exposed. 3) Special hanger required to support concentrated loads. 4) Provide adequate drainage to prevent water ponding. 5) A plate rating reduction of 20% has been applied for the green lumb€r members. 6) Required bearing size at joint(s) I greater than input bearing size. LOAD CASE(SI | 11-3-l | 1+&6 , 2-&1 2'&1 DEFL (in) (loc) Udefl Vert(LL) 0.27 11110 644 Vert(TL) 0.35 11/10 491 Horz(TL) 0.18 8 n/a Min Length / LL defl = 360 BRACING TOP CHORD Sheathed or 2-1G8 on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied, or 1G@-00 on center bracing. PLATES GRIP M20(20sa) 1491104 Weight: 80 (lbs) ELK RIDGE/RILEY RESJJOB #2402 LOAD CASE(SI 1 ) Lumber lncrease=1 . 1 5, Plate Insease=1 . 1 5 Uniform Loade (lbe per fl) Veil:1-2="190.0, 2-3-190.0, 34-190.0, 4€=-190.0, 5€=-190.0, S7=-190.0, 8-9=-1020.0, 910c-1(I20.0, 1G11=-l(}20.O, 11-12=-20.0, 1 2-13='-ZJ.O, 1 $ 1 4:-20.0,'l -1 L--2lJ.0 Conc€ntrated Loads (bs) Vert:1 :2Fi11.3. I 3=-500.0 \ \ \ \ \ \ LOADING (pso TCLL 80.0 TCDL 1s.0 BCLL O,O BCDL 10.0 MONO SCTSSOR 1-40 -1-+O 6.00 h2 3x6 z @ (f, clt T o A r l @ s 9i o :l 1 4x4 .:3.so fiz q SPACING Plates lncrease Lumber Increase Rep Stress Incr Code LUMBER ToPCHORD 2X4SPF-GNo.2 BoTCHORD 2X4SPF-G No.2 WEBS 2X3 SPF No.3.Excepl' 1-22X6 SPF 1650F 1.5E 1 .15 1 .15 YES uBc-94 BRACING TOP CHORD Sheathed or &0-0 on center purlin spacing, exceDt end verticals. BOT CHORD 1-5:6-3-0. REACTfONS (lbs/size) 1=905/0-3-8, 5=368/0-3-8, 4=28410-3-8 Max Horz 1=246(load case 3) Max Uplift 1 =-1o4(load case 3), 5=-89(load case 3), 4=-89(load case 3) Max Vert 1 =905(load case 1), 5=381 (load case 5), 4=284(load case 1) FORCES TOP CHORD 1 -2=-430, 2-3=145, 3-4=-176 BOT CHORD 1-5=963 WEBS 1-3=l 133, 3-5=-908 NOTES 1 ) This truss has been checked for unbalanced loading conditions about joint 4. 2i This truss has been designed for the wind loads generated by 100.0 m.P.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline,;n a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33, Plate Increase = 1 .33. Both end verticals are exPosed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follows: One connector at joint(s) 1 , 5. 4) A plate rating reduction of 20% has been aPplied for the green lumber members. LOAD CASE(S) Standard *** Overlapping Plates *** REVIEW REQUIRED csl TC 0.48 BC 0.47 wB 0.53 (Matrix) DEFL (in) (loc) udefl Vert(LL) 0.07 1E 999 Vert(Tt) 0.09 1E 803 Horz(TL) 0.01 5 nla Min Length / LL defl = 360 3x4 -- PLATES GRIP M20(209a) 1491110 Weight: 29 (lbs) O O ' l,o s. '"*' .,tF t ' I .a '*;ts' ,,, 't "' q) f.f MiTek Industries, Inc. Thu Aug Truss Type ROOF TRUSS 1-10" 10 1 .5x4 ll 4 FF c.,,rf :?o1 N o) (o t.zt@ z.sa@ 4x4:: 2 1 1 .5x4 11 ELK RIDGE/RILEY RES./JOB #2402 SPACING 2.GO Plates lncrease 1.15 Lumber lncrease 1-15 Rep Stress Incr NO Code UBC-94 DEFL (in) (loc) Udefl Vert(LL) 0.06 3 999 Vert(TL) 0.08 3 999 Hoz(TL) 0.01 5 n/a Min Length / LL defl = 360 PLATES GRIP M20(209a) 1491104 Weight: 42 (lbs) l2:O-14,G'l-121 LUMBER TOPCHORD 2X4SPF-G No.2 BOT CHORD 2X4 SPF.G]IW WEBS, 2X3SPFNo.3'Exceot'| 26{X4 HF-G stud i 'd\ r REACTIONS (lbs/size) 1=121On-4-15,5=852rc-3-8 BRACING TqP CHORD Sheathed or 2€-10 on center purlin spacing, except end verticals. BOT CHORD 16:6-3.0. $6:6-3-0. Max Hoz 1=332(load case 3) i //' ' lVlax Uplift 1=-3{Q(load case 2),.5:-228(load case 3; FoRcEs . TOP CHORD 1-2=-1168,,-a=-151n, a-O=O , a-5=-3V ) t 'J BOTCHORD 5-6=1455, 1-6=0 .. \ ', #l TOPCHORD 1-2=-1168, 2-3=-1519, 3-4=4,4-5=-3Tl - t, I BoTcHoRD 5-6=1455, 1-6=0 #" I WEBS 2-6=1435,3-6=-135,3-5=-1438 [, fl hores tl tl !J1tE ttr"" tr"" u"en designed for the wind loads generated by l oo.o m.pf winds at 28.0 feet above ground levet, usinfi.O p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, fr a category lenclosed building, of dimensiog$ 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. Both end verticalp ara exposed. I t.l :, ) SIMPSON H2.5 connectors recommended to connect truss to bearing 6alls due t6 upliff as follows: One cotnector ?ljoint(s) l, 5. \ A pfate rating reduction o{ 2006 has been applied for the green lirmber members. I /' I ! DAD CASE(SI Standard I I l -l f "(s \o c r* l. t ,,4 .300 e Sep ELK RIDGE/RILEY RES./JOB #2402 1 .5x4 tt q ,j-4-0 , 2-1-12 , +38 4-4112 600 1-__i+--.1 1,4-0 2-1-12 2-1-12 Gr-4 't-7-4 o @ (! o (') :1 T"ln 1 1 3x4 t SPACING 2.0,4 Plates Increase 1 .15 Lumber Increase 1.15 Rep Stress Incr YES Code UBC-94 2X4SPF-GNo.z 2X4SPF-GNo.2 2X3SPFNo.3 (lbsr/size) 1=844/0-38, 6=591/G3-8 Max Hoz 1=356(load case 3) Max Uplift 1=-136(load case 2), 6=-222(load case 3) 1 -2=-415, 2-3=0, 34=-459, +5=0 6-7=407 . 1-7=7OO 5-6=-1 37,J-*-889, 3-7 =-266, 4-7 =280, 4€=S00 3.50 FZ F-- +38 I GGo -+3E r,&6 DEFL (in) (loc) l/defl Vert(LL) O.O2 716 999 Vert(TL) O.O2 1n 999 Hoz(TL) 0.01 6 n/a Min Length / LL defl = 360 csl TC 0.23 BC 0.28 wB 0.33 PLATES GRIP M20(209a) 149t110 Weight: 32 (lbs) LUMBER TOP CHORD BOT CHORD WEBS REACTIONS BRACING TOP CHORD Sheathed or 64-0 on center purlin spacing, exceol end verticals. BOT CHORD 1-7:&30, 6-7:G3-0. FORCES TOP CHORD BOT CHORD WEBS NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exPosure C (ASCE 7-93). Lumber Increase = 'l .33, Plate Increase = 1 .33. Both end verticals are exPosed. 2) SIMPSON H2.5 connectors recommended lo connect truss to bearing walls due to uplift as follows: One connector at.loint(s) 1 , 6. 3) A plate rating reduction of 20% has been applied for the green lumber members LOAD CASE(S) Standard 1,5x4 I LOADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 o o Job B.2178 Truss Q.EJ3 trussf ROOF TRUSS Qty 1 Plv 1 ! ELK RIDGE/RILEY RES./JOB #2402 Aug 2207 J.JW e sep lu 1995 Mr teK Inou$nes -t-+0 , 2-la 2-4.12 aGo Page 1 Plate Offsets (X,Y): [6:GG0,0-2-41 ,7-1 t-+o 2-3-a Gt-4 l"l; .to o c4, c) I "I ?l -l l-"lol lEl 6.oo[iz 2 --4 3x4t t-'t-'t-'t--' ..-ffi_______ 3x4 I --'t-"-2-.----- _L =\ Y 4x4- s E 3x4= I 1.5x4 ll 33072 2-38 | 6+0 LoADING (ps0 TCLL 80.0 TCOL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2A'o CSI Plates lncrease 1.15 TC 0.49 Lumber lncrease 1.15 BC 0.31 Rep Stress Incr YES WB 0.55 Code UBC-94 (Matrix) DEFL (in) (loc) Ven(LL) o.o2 6/5 Vert(IL) 0.03 66 Hoz(TL) 0.01 5 Min Length / LL defl = 360 l/defl 999 om nra PLATES GRIP M20(2Oga) 149t't1o Weight: 29 (lbs) LUMBER TOPCHORD 2X4SPF-GNo.2 BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3 BRACING TOP CHORD Sheathed or 41S1 1 on center purlan spacing, exc€pt end verticals. BOT CHORD 16:G30, 54:G34. REACTIONS (lbs/size) 1=857O3€,5=318044,4=286D-3-8 Max Hoz 1=232(load case 3) Max Uplift 1 =-'1OO(load case 3), 5=-78(load case 3), 4--88(load case 3) Max Vert 1=857(load case 1), 5=331(load case 5), 4=286(load case 5) FORCES ToP CHORD 1-2=-83s, 2-3=-1056, 3-4=r 71 BOT cHoRD 5-6=885, 1-6=-6 WEBS 2-6=885. 36=62, 3-5=-929 NOTES 1) This iruss has been checked for unbalanced loading conditions aboutjoint 4. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load a 5.0 p.s.f boftom chord dead load, 1OO.O miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumb€r lncrease = 1.33, Plate Increase = 1 .33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due io uplifl as follows: One conneclor ai joint(s) 1 , 5. 4) A plate rating reduction of 2006 has been applied for the green lumber members. LOAD CASE(SI Standard D t178 I -1-+O | {-38 +4112 &G0 | 12{}{ I 1-4-{) +98 o-t'4 T7-4 a-GO 4x1= 4 1 2x4 | 3.5ollz , +98 l &&0 | 12-G0 | +$8 3-S8 4+0 Plate Ofisets (X,Y): [2i0-2-0,G1 Al, [8:0-3-8,0-2-41 LoADING lpsfl TCLL 80.0 TCDL 15.0 BCLL O.O BCOL 10.O o o rf rft * -t ?r ol :1 Je IT 1- ELK RIDGE/RILEY RES./JOB #2402 Truss Type ROOF TRUSS PLATES GRIP M20(209a) 149t11o Weisht 66 (lbs) DEFL (in) (loc) l/defl Vert(LL) 0.09 8 999 Ved(TL) O.12 8 999 Hozffl) 0.07 6 nla Min Length,/ LL detl = 360 SPACTNG 2.o-O Plates lncrease 1.15 Lumber Increase 1 .15 Rep Stress Incr YES Code UBC€4 csl TC O.77 BC 0.63 wB 0.78 LUMBER BRAGING TOp CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-4-2 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.z orcepl end tr'erticals. WEBS 2X3 SPF No.3.Except- BoTcHoRD 14:G3{,7€:F}0,6'7:s}0. 2€2X4SPF-GNo.2 REACTIONS (lbs/size) 1=147410-3-8, 6=1221n&8 Max Hoz 1=284(load case 3) Max Upliff 1=-218(load case 3), 6=-262(load case 3) FORCES TOP CHORD 1-2=-1432. 2-3=-2367 , 34=-10s2, 4-5:959, +6=-1 183 BOT CHORD 6-7=0. 7-8=2106. 1-8=0 WEBS 2-8=2127, 3-8=377, +7=-1243, 4-7=-277 , *7=1?s,9 NOTES 1) This truss has been designed forthe wind loads generated by 100.0 m.p.h. winds at 28.0 feet abwe ground level, using 5.0 p.s.f. top chord dead load and 5.0 D.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.O by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. The leff end vertical is epo€ed and the right end vertical is not exposed. 2) Provide adequate drainage lo prer'enl wder ponding. 3) SIMPSoN H2.5 connectors recommended to connect truss to bearing walls due to upiift as follows: One connector at joint(s) 1, 6. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard 6.oolz Job B.2178 Truss Q.EJ3 trussf ROOF TRUSS Qty 1 Plv 1 ! ELK RIDGE/RILEY RES./JOB #2402 Aug 2207 J.JW e sep lu 1995 Mr teK Inou$nes -t-+0 , 2-la 2-4.12 aGo Page 1 Plate Offsets (X,Y): [6:GG0,0-2-41 ,7-1 t-+o 2-3-a Gt-4 l"l; .to o c4, c) I "I ?l -l l-"lol lEl 6.oo[iz 2 --4 3x4t t-'t-'t-'t--' ..-ffi_______ 3x4 I --'t-"-2-.----- _L =\ Y 4x4- s E 3x4= I 1.5x4 ll 33072 2-38 | 6+0 LoADING (ps0 TCLL 80.0 TCOL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2A'o CSI Plates lncrease 1.15 TC 0.49 Lumber lncrease 1.15 BC 0.31 Rep Stress Incr YES WB 0.55 Code UBC-94 (Matrix) DEFL (in) (loc) Ven(LL) o.o2 6/5 Vert(IL) 0.03 66 Hoz(TL) 0.01 5 Min Length / LL defl = 360 l/defl 999 om nra PLATES GRIP M20(2Oga) 149t't1o Weight: 29 (lbs) LUMBER TOPCHORD 2X4SPF-GNo.2 BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3 BRACING TOP CHORD Sheathed or 41S1 1 on center purlan spacing, exc€pt end verticals. BOT CHORD 16:G30, 54:G34. REACTIONS (lbs/size) 1=857O3€,5=318044,4=286D-3-8 Max Hoz 1=232(load case 3) Max Uplift 1 =-'1OO(load case 3), 5=-78(load case 3), 4--88(load case 3) Max Vert 1=857(load case 1), 5=331(load case 5), 4=286(load case 5) FORCES ToP CHORD 1-2=-83s, 2-3=-1056, 3-4=r 71 BOT cHoRD 5-6=885, 1-6=-6 WEBS 2-6=885. 36=62, 3-5=-929 NOTES 1) This iruss has been checked for unbalanced loading conditions aboutjoint 4. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load a 5.0 p.s.f boftom chord dead load, 1OO.O miles from hunicane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumb€r lncrease = 1.33, Plate Increase = 1 .33. Both end verticals are exposed. 3) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due io uplifl as follows: One conneclor ai joint(s) 1 , 5. 4) A plate rating reduction of 2006 has been applied for the green lumber members. LOAD CASE(SI Standard D t178 I -1-+O | {-38 +4112 &G0 | 12{}{ I 1-4-{) +98 o-t'4 T7-4 a-GO 4x1= 4 1 2x4 | 3.5ollz , +98 l &&0 | 12-G0 | +$8 3-S8 4+0 Plate Ofisets (X,Y): [2i0-2-0,G1 Al, [8:0-3-8,0-2-41 LoADING lpsfl TCLL 80.0 TCDL 15.0 BCLL O.O BCOL 10.O o o rf rft * -t ?r ol :1 Je IT 1- ELK RIDGE/RILEY RES./JOB #2402 Truss Type ROOF TRUSS PLATES GRIP M20(209a) 149t11o Weisht 66 (lbs) DEFL (in) (loc) l/defl Vert(LL) 0.09 8 999 Ved(TL) O.12 8 999 Hozffl) 0.07 6 nla Min Length,/ LL detl = 360 SPACTNG 2.o-O Plates lncrease 1.15 Lumber Increase 1 .15 Rep Stress Incr YES Code UBC€4 csl TC O.77 BC 0.63 wB 0.78 LUMBER BRAGING TOp CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 2-4-2 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No.z orcepl end tr'erticals. WEBS 2X3 SPF No.3.Except- BoTcHoRD 14:G3{,7€:F}0,6'7:s}0. 2€2X4SPF-GNo.2 REACTIONS (lbs/size) 1=147410-3-8, 6=1221n&8 Max Hoz 1=284(load case 3) Max Upliff 1=-218(load case 3), 6=-262(load case 3) FORCES TOP CHORD 1-2=-1432. 2-3=-2367 , 34=-10s2, 4-5:959, +6=-1 183 BOT CHORD 6-7=0. 7-8=2106. 1-8=0 WEBS 2-8=2127, 3-8=377, +7=-1243, 4-7=-277 , *7=1?s,9 NOTES 1) This truss has been designed forthe wind loads generated by 100.0 m.p.h. winds at 28.0 feet abwe ground level, using 5.0 p.s.f. top chord dead load and 5.0 D.s.f bottom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.O by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1.33. The leff end vertical is epo€ed and the right end vertical is not exposed. 2) Provide adequate drainage lo prer'enl wder ponding. 3) SIMPSoN H2.5 connectors recommended to connect truss to bearing walls due to upiift as follows: One connector at joint(s) 1, 6. 4) A plate rating reduction of 20% has been applied for the green lumber members. LOAD CASE(SI Standard 6.oolz * 82178 Truss frr""typ"l! ROOF TRUSS Qlv 1 Plv 1 t ELK RIDGE/RILEY RES,/JOB #242 o o |f) 3.300eSep20 1995 MiTek lndustdes, Inc. Thu Aug 22 07:56:36 1996 Page 1 , -1-4-O | 2-!0 2-i12 &1-12 | l0+0 12-G0 l 1-4-0 ?-}A O1'4 390 310-1 2-o4 4x4= 1x4= 56 1 1l<4 lt rO F () o, _r ol :L -9 Ir -o 1 .5x4 tl Phte Offsets (X,Y): I2:O-2-O,O-1Al [6:G04,0-l €l LoADING lps0 TCLL 80.0 TCDL 1s.0 BCLL O.O BCDL 10.0 SPACING 2+O Plates lncrease 1.'15 Lumber lncrease 1.15 ReD Stress lncr YES Code UBC-94 csl TC 0.65 BC 0.64 wB 0.85 OEFL (in) (loc) Vdefl Vert(LL) O .21 9A 661 VertfiL) O.A! 9/8 503 Hoz(TL) 0.O5 7 nla Min Lenglh ,f LL defl = 360 PLATES GRIP Mn(zogd 149t1u Weight: 68 (lb6) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheatipd or 2+1 1 on center purlin spacing, BOT CHORD 2 X 4 SPF-G No-2 except end verticals. WEBS 2 X 3 SPF No.3 'ExceDt' BOT CHORD 1-9;63o, 8-9:6-3-0, 7-8:610' 2-92X4HF-GStud REACTfONS (lbsrsize) 1=14741o3.8,7=12211O3-A Max Hoz 1=339(load case 3) Max Uplift 1=-1gs(load case 3), 7=-285(load case 3) FORCES TOP C HOR D 1 -2= -1 452, 2-3=-2154, 3-4=-21 21, 4-5=-41 3, $6=-374, G7=-1 203 BOT CHORD ru=-\0, 8-9=1184, 1-9=0 WEBS 2-9=1908,3-9=474,4-9=929,4€=-987.$8=384,&8=1106 NOTES 1) This truss has been designed for the wind loads generated by 1fff,0 m.p.h. winds at 28.0 feel above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category | enclosed building, ofdimensions 45.0 by 24.0 with e)posure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The lefl end vertical is exposed and the right end vettical is not exposed. 2) Provide adequate drainage lo prwent water ponding. 3) SIMPSON H2.5 connectors recommended lo connect lruss to bearing walls due to uplift as lollonrs: One connector at joint(s) 1, 7. 4) A plate rating reduction of 20% has been applied for the green lumber rnembers. LOAD CASE(S) Standard Job B2178 Truss rru""typJ! ROOF TRUSS otv 1 Plv 1 fD ELK RIDGE/RILEY RES./JOB #2402 TRUSS 3.300 e Sep 20 1995 MiTek Industries, Inc. Thu Aug 22 07:56:41 1996 Page 1 . -'1-a-0 $7-13 &G0 , 12-00 /Ltlo 1.5x4 t 5 t+0 3-7-t3 u4 1 $lG3 | 12{-0 | o o (o o dT 5_L o 1 4x4 = a1-13 t1G3 LoADING lps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 2-GO Plates lncrease 1.15 Lumber lncrease 1.15 Reo Stress lncr YES Code UBC-94 csl TC 0.65 BC 0.50 wB 0.92 DEFL (in) (loc) l/dell Vert(LL) 0.05 716 999 Vert(TL) 0.06 7tO 999 Hoz(TL) 0.02 6 n/a Min Length / LL defl = 360 PLATES GRIP M20(20sa) 149t11o Weighl: 60 (lbs) LUMBER BRACING TOP CHORD 2 X 4 SPF-G No.2 TOP CHORD Sheathed or 3-8-4 on center purlin spaciqg, BOT CHORD 2 X 4 SPF-G No.2 except end verticals. WEBS 2 X 3 SPF No.3 -Except' BOT CHORD 1-7:6-3-0, 6-7:GlO. 1-22X6SPF 1650F 1.5E WEBS l Row at midpt 4-6 REACTIONS (bs/size) 1=1461t0-3-8,6=1208n3€ Max Horz 1=397(load case 3) Max Uplift 1=-162(load case 3),6=-314(load case 3) FORCES TOP CHORD 1-2=-577,2-3=0, 34=€87, 4-5=-0, 56=-363 BOT CHORD 6-7 =67 1. 1 -7 =1fr4 WEBS 1-3=-1461,3-7=47O,4-7=5o4.,4-6=-1033 NOTES 1) This truss has been designed forthewind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s,f bottom chord dead load, 1OO.O miles from hunicane oceanline, on a category | endosed building, of dimensions 45.0 by 24.0 with aposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. The left end vertical is exposed and the right end vertical is not exPosed. 2) SIMPSON H2.5 connectors recommended to connect truss to bearing walls due to uplift as follorvs: One connector al ioint(s) 1, 6. 3) A plate rating reduction of 2006 has been applied for lhe green lumber members. LOAD CASE{S) Standard 82178 Truss Truss Type ROOF TRUSS Plv 1 otv 1 SUPERIOR TRUSS ELK RIDGE/RILEY RES,iJOB f24O2 ek Industries, lnc. Thu Aug 22 07 1996 Page 1 3G13 -1,+0 I 3!1 | aGo | &11-3 I 12-G0 I 2-11-3 2-&15 1,40 391 6.00FZ 4x12- 4 '1.5x4 | q () F (f, T I I tq l9 ,t T I ol o TI ",l I r9l iol lEl 1.5x4= 2 ' 3.50t12 4x8: , 81"12 12"00 Plate Offsets (X,Y): [3:0-0-0,0-1121, [4:0-0-0,0-1 -81, [6:0-2-0,0-2-01, [7:G4-12,GG0] PLATES GRIP M20(20sa) 149t1o4 LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING Plates lncrease Lumber Increas€ Rep Stress Incr Code 2 X 4 SPF-G No.2 .Except' 3-52X 4 SPF 2100F 1.8E 2X6SPF1650F1.5E 2 X 3 SPF No.3 'ExceDt. +7 2X 4 SPF-G No.2, 4€ 2 X 4 HF-G Stud Left 2 X 4 No.2 SPF-G 1-1 1-8 (lbs/size) t =2266/G3-9 (input: 0-3-8), 6=2622n-4-2 (inpul.. Max Hoz 1=223(load case 3) Max Uplift 1=-480(load case 4), 6=-567(load case 4) 1 -2=-51a7, 2-3=-3218, 3-4=-5067, 4-5=4, 5-6=-529 6-7=2479,1-7=4469 2-7 =373, 17 =1556, 4-7=31 1 9, 4-6=-3583 DEFL (in) (loc) udefl Vert(LL) O.17 7 802 Vert(TL) 0.23 7 611 Hotz(TL) 0.18 6 n/a Min Length / LL defl = 360 Weight: 58 (lbs) BRACING TOP CHORD Shealhed or 1-4€ on center purlin spacing, except end verticals. 1-7r6-10, 6-7:6-3{. 1 Row at midpt 4-6 z4)-u 1 .15 1 .15 NO uBc-94 csl TC 0.89 BC 0.53 wB 0.97 LUM BER TOP CHORD BOT CHORD WEBS SLIDER REACTIONS FORCES TOP CHORD BOT CHORO WEBS NOTES 1) This truss has been designed for the wind loads generated by 10O.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f botlom chord dead load, 100.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1.33. Plate Increase = 1.33. The left end vertical is exposed and the right end vertical is not exposed. 2) Provide adequate drainage to prevent water ponding. 3) Hanger reclmmended for conneclion of lruss to bearing walls due to upliff.: H2.5 at joinl(s) 1 , 6. 4) A plate rating reduction of20% has been applied forthe green lumber members. 5) Required bearing size at joint(s) 1 , 6 greater than input bearing size. LOAD GASE(S) 1) Lumber Increase=1 .15, Plate Increase=1 . l5 Uniform Loads (lbs per ft) BOT CHORD WEBS 0-3-8) Vert:1-2=-190.0, 2-3=-190.0, 3-4=-369.1 , 4-5=-369.1 , 6-7=-38.9, 1-7='20.O Concentrated Loads (lbs) Vert: 1 =-253.3. 7 =-1 O21.1 Job a2178 Truss frr"=ffn"J sctssoR oty 4 Ptv 1 ELK RIDGE/RILEY RES./JOB #2402 ek lndustries.Aug2O7:57:N1 Page 1 T- t?I T I .l 9l (v, I t?l Iol t;1 8oor12 a ,/'I\ a-r ' ."0.ffi*=NTe L/'H G\I:7 s.soltZ s 1.5x4 | 1.5x4 lr SUPERIoR TRUSS 3.3)0 e Seo 20 19 , -r-+0 , +G0 | &G0 | 9.+{ I , 4{10 | &G0 | Plate Offsets (X,Y): [2:0-1-8,0-1-81, [4:0-1-8,0-1-81 LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPACING 2+O Plates Increase 1.15 Lumber lncrease 1.15 Reo Slress Incr YES Code UBC-94 csl TC 0.79 BC 0.09 wB 0.70 DEFL (in) (loc) udefl Vert(LL) 0.06 6 999 Vert(TL) 0.o7 6 S9 Horz(TL) 0.07 5 nla Min Length / LL defl = 36O PLATES GRIP M20(2Oga) 1491110 Weighe 45 (bs) BRACING TOP CHORD Sheathed or 2-6-11 on center purlin spacing, except end verlicals. BOT CHORD 1-6:430, 5-6:G30. LUMBER TOPCHORD 2X4SPF-GNo.z BOTCHORD 2X4SPF-GNo.2 WEBS 2X3SPF No.3 REACTIONS (lbs/size) 1=1071O-5€, 5=1071tG$8 Max Horz 1=-17g(load case 2) Max Uplift 1=-199(load case 4),5=1gg(load case 4) FORCES TOP GHOR D 1 2= -1 o33, 2-3= -1309, 3-4=-1 309, +5=-1 063 BOT CHORD 5€=0, 1-6=O WEBS 2-6=1135,3-6=711,4-6=1135 NOTES 1) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 1OO.O miles from hurricane oceanline, on a calegory | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Inoreas€ = 1 .33. Both end verticals are a<posed. 2) SIMPSON H2.5 connectors recommended to connec't iruss to beadng walls due to upln as follows: One connec'tor at joint(s) 1, 5. 3) A plate rating reduction of 20% has been applied for the green lumber members. LoAD CAsE(Sl standard Truss X Qtv OR TRUSS 3.300 e Sep 20 1 1.5x4 i 2 ELK RIDGE/RILEY RES./JOB #2402 lnc. Thu Aug 2-1c-8 t-30 4x6'. 1.5x4 tt 8.O0llz 3x8, T I i;t- I o co .+ 9T dr 1 5xB ti 5.20n2 Pfate Offsets (X,Y): [3:0-1 -1 2,G1-4], l4:O-24,O2-81 PLATES GRIP M20(20sa) 1491104 LoADING (psfl TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 LUMBER TOP CHORD BOT CHORD WEBS SLIDER SPACING 2-O-O Plates lncrease 1.15 Lumber Increase 1.15 Rep Stress Incr No Code UBC-94 csl TC 0.24 BC O.42 wB 0.95 DEFL (in) (loc) l/defl Vert(LL) 0.04 6 999 Vert(TL) 0.05 6 999 Hoz(TL) 0.01 5 n/a Min Length / LL defl = 3@ Weight: 40 (lbs) BRACING TOP CHORD Sheathed or GGo on center purlin spacing, except end verticals. BOT CHORD Rigid ceiling directly applied, or 1G0G0O on center bracing. 2X4SPF-GNo.2 2 X 6 SPF 1650F 1.5E 2 X 3 SPF No.3 'Except. 4-52X4HF-GStud LeftZX 4 No.2 SPF-G 2-2-2 REACTIoNS (lbs/size) 1=2688/0-5-8,5=2435/0-3-8 Max Hoz 1=375(load case 3) Max Uplifl 'l =-508(load case 4), 5=-640(load case 4) FORCES TOP CHORD 1-2=44a9, 2-3=-317 4,3-4=0, zl-5=-105 BOT CHoRD 5€=892, 1$=2793 WEBS 2-6=103,3-6=3080,3-5=-1374 NOTES 1) 2-ply kuss to be connected together with '10d nails as follows: Top chords connected with I row(s) at 12 inches on center. Bottom chords connected with 1 row(s) at 4 inches on center. Webs connected with 1 ro\iv at 6 inches on center. 2) This truss has been designed for the wind loads generated by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 1O0.0 miles from hurricane oceanline, on a category | enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verticals are exposed. 3) Provide adequate drainage to prevent water ponding. 4) SIMPSON H2.5 conneclors recommended to connect truss to bearing walls due to upliff as follows: Two each connectors al joint(s) 1 , 5. 5) SIMPSON HUS26 recommended to support span carried at 24" o.c- along bottom chord. 6) A plate rating reduction of 200,6 has been applied for the green lumber members. LOAD GASEIS) 1) Lumber Increase='1 .15, Plate Increase=1.15 ELK RIDGE/RILEY RES./JOB #2/O2 LOAD CASE(S) Uniform Loads (lbs per fr) Vert:1-2=190.0, 2-3=-190.0, 34=-190.0, 5S=-545.0, 1-6=-545.0 CmcentraEd Loads (lbs) Vert:1=-253.3 t T ELK RIDGE/RILEY RES./JOB f24O2 Truss Type FINK LOAITCASE(sl 1) Lumber hcrease=l.15, Phte Increase=l"1S Uniform Loads (lbs per i) verr:2{j=-1b.o, g{fri90.0, +s=-190.0,5-6=-190.0, s7:190.0,7€=-20.0, &F.12o.o,9.1G,-1?,0'.0, 1G11=-122o.0,11-1b-1m.o, 1-1b-124.O Concentated Lo€ds (lbs) Verl:8=-2600.0 v 7 ,rl o N.' Job 82178 Truss r,,oryp" ! FINK otv 1 Ply 3 t ELK RIDGE/RILEY RES./JOB #2402 SUPERIOR TRUSS 6x10 /. 2 3x4 t 3 't2 't1 6x8 = 8x10 = 4xO \ 5 o lcr t-o 7 1 0x14 .t' 3.3m e Sep 201995 MiTek Industries, lnc. Thu Aug 22 07:57:14 1996 Page 1 +ao ,- sGo , rlz-rz , tz'td , 2coo , s.oof1z +64 +2-12 +2-12 2-6A sx8 rl 4 o (! o 3x6 i' o 9I (\l I -1 10 12x12= , +ao | $so I 13212 | 17-+8 | 20+O I +s0 +2-12 +2-12 248 Plate offsets (X,Y): [2:0-0-0,0-1-81, [4:os,0,0-2-81, [5:G1*4,0-1-8], [6:0-c12,G1€], [:0-0-5,0-0-01, [8:0-2-8,0001, [9:04{,G+8], [12:0-2a,GS8] LoADING (ps0 TCLL 80.0 TCDL 15.0 BCLL O.O BCDL 10.0 SPAC|NG 2+.0 Plates lncrease 1.15 Lumber lncrease 1.15 Reo Stress lncr NO Code UBG-94 csl TC 0.70 BC 0.66 wB 0.95 DEFL (in) (loc) Vert(LL) 0.17 10/9 Vert(TL) 0.22 1OE Hoz(tL) 0.04 7 Min Lenglh / LL defl = 360 Ude{l 999 999 nla PLATES GRIP M20(20sa) 149n4 Weighl: 131 (lbs) LUMBER BRACING TOP CHoRD 2 X 4 SPF-G No.2 "Excepl' ToP CHoRD Sheathed or m-0 on center purlin spacing, 4-7 2X4 SPF 1650F 1.5E except end \renicals. BOT CHORD 2 X I SPF 1950F 1 .7E BOT CHORD Rigid ceiling direclty applied, or 1G0(XX) on center bracing.WEBS 2X3 SPF No.3'Except- 1-2 2 X 5 SPF 16sQF 1.5E,12-22X 4 SPF-G No.2 10-42X4SPF-G No.2, 1G52X4 HF-G Stud 5-9 2 X4 HF-G Stud, 6-8 2 X8 SPF 1950F 1.7E OTHERS 2X1ODF195OF1.7E WEDGE Right:2X10 REAGTIONS (lbs/size) 1=13920/0-8-0,7=13458/G7-1 (input: G5-8) Max Hoz 1=-393(load case 2) Max Udiff 'l=3057(load case 4), 7=-2952(load case 4) FORCES TOP CHORD 1-2=-11315, 2-3=-11941 ,3-4=J 0606, 4-5=-'10606, 5-6=-15257 , 6-7=-19920 BoT CHoRD 7-8=14905, &9=1 4905, 91 0=12694, 10-11=9935, 11-12=9936, 1-12=0 WEBS 2-12=1@21,3-12=1065, 3-10=-1604, 4-10=10938, 510=-5901 , 5€=6231, 6-9=-2457, 6€=5203 NOTES 1) 3-ply truss to be connecled together with 10d nails as follows: Top chords connected with 1 row(s) at I inches on center. Botlom chords connected with 2 row(s) at 5 inches on center. Webs oonnected with I rold at 6 inches on center. 2) This truss has been designed for the wind loads genera{ed by 100.0 m.p.h. winds at 28.0 feet above ground level, using 5.0 p.s.f. top chord dead load and 5.0 p.s.f bottom chord dead load, 100.0 miles from hunicane oceanline, on a category I enclosed building, of dimensions 45.0 by 24.0 with exposure C (ASCE 7-93). Lumber Increase = 1 .33, Plate Increase = 1 .33. Both end verlicals are exposed. 3) Special hanger or connection required to distribute the bottom chord uniform load into all plies. 4) Special hanger required to support concentrated loads. 5) A plate rating reduction o{ 20% has been applied for the green lumber members. 6) Required bearing size at joint(s) 7 grealer than input b€aring size. LOAD CASE{S) Continued on oaoe 2 REF,T 1 31 TOl,lN DF VAIL' DOLIRADD n9/36/97 O7:35 REOUESTS FOR INSFECTION I^IORK SHEETS FOR: 9/34/97 Activity: E95-O163 9/3q/97 Type: B-ELEC Statr-ts: I. SUED Constr'! NSFR PA6E FJg AREA: EG Addness t 447A GLEN FALLS LN Locat i on: [-,arce I : ll01-1E3-I3-AA7 Descri Ft i on : NEt,f SFR Applicant: ELK-RIDGE DESIEN BUILDERS Owner': TIMBER FALLS ASSOCIATES Contr'actoF: ELK RIDBE DESIGN BUILDERS Bcc: Fhone z 97fr*484-16i-l F,hone: Phone z 976-484-1697 Llse: , Inspect ion Request Informat ion. . . ReqrlEslor'r TOM/GLANZ ELECTRIC Req Time: tZtE:tl0 Commentsr It ems r"equest ed t o be Inspeet ed. . Atfilgtzt ELEE-Final F,hone: 488-5EEO Act i on Ti me Exp Inspbct i on Hi st ory. . . . . Item: OSIlO ELEC-Temp. Power ,-- fi7 / 19,/96 Inspector: EG .P7 / L9/96 Inspector': EG 1t e m : OO I StZt ELEC- Ro r-rgh . At/ l9 /97 Inspeetor: EE Item : tZtt7tl3O EL..EC-Condr-rit Item: OOl4O ELHtr-Misc.. @9/A6lQ6 Inspecton: EG . A9/ 16/96 Inspectol': EG A9/16/96 Inspector: EG . 69 /EA/ 96 Insoector': EG A3/t6/97 Insoeetor! LF'V Actionr AFFR Action: AFFR Action: Dl'l Act ion: AFtrR Act i on: DN Action: AtrFrR Act i on: AFF R AF'F.ROUED AF.F.ROUED not neady AF.F.ROVED DENIED AF.F,ROVED AF.F.ROVED Not es: ComDlete load terminal. It em r ErZr 194 E[-EC-Final rJ I - -,V APPLICATION . TOR TOWN OF VAIL PUBLIC WAY PERMIT 19 ;/5 TOWNOFVA]L in oorJ 6 :<z ) ;1,,i, 7.,.c.,i- !), /.:i.^ ,4': ,,-3-[-6r?g Excavating Contractor Name t- rv-f.- Address /o - t -,7'i TOV Contractor's Licenso Nurnber 3. 4. Start Date Work is for (circte one) Comoletion Date Water Sewer Gas Electric Telephone CATV €,a4Jt';,,;N (Permil Expiration Date) Landscaping Temp. Site Access Other tt ^ t)i, Trench-width Length Depth Permit Fee $Tolal Permil Fee $ ALL MATERIAL, EQUIPMENT, AND TRAFFIC CONTROL DEVICES MUST BE ON THE JOBSITE BEFORE THE JOB IS STARTED. Rubber out-riggers are required on excavating equipment when working on asphalt. Asphalt surfaces underneath the bucket shall be protected al all times. A signature below indicates a review of the area and utility locations and approvals. Once all utility company signatures are obtained, permittee has option of routing application through the Public Works otfice to obtain the necessary Town of Vail signatures. Please allow one week to process. Upper Eagle Valley Consol idated Sanitation Distyi$la7 p-t Pubf ic Service Company (1 -800-922-1 98Zln'-.--,---:: Public Service Natural Gas Group (1-800-922-1 i?,t*)r, I !r{ .t, Holy Cross Electric Company (94p:6q92) ,'.1' ,l' -+' U.S. West ( 1 -800-922-1 987);!--j---:l TCI Cablevision ot the Rockies (1 -800-922-1987) Town of Vail Public Works (479-2158): lrrigation . '\'r\Electricians---r \ \ Construclion lnsoector THERE WILL BE NO TOTAL STREET CLOSURES! A construction traffic control plan must be approved by the Public Works Department prior to issuance of the permit. All excavation musl be done by hand within'l8" o1 utilities - (Senate Bil 172). Permittee must contact Public Works Department at 479-2158 24 hours prior to commencing backfill operations. Failure to notify ihe Town will result in forfeiture of bond money. Scheduled inspections which are not ready may result in the Town charging the contractor a reinspection fee. 12. I certily that I have read all chapters ol lltle '12 - Streets and Sidewalks, of the Vail Municipal Code and all ulility company agre^ements, signed by me, and will abide by the same, and that all utrlrties have been notified as required. n f ' 4/'/J Date of Signature ATTACH PLAN OF WORK, INCLUDING CONTRUCTION TRAFFIC CONTROL PLAN Show streets with names, buildings, and location of cuts. USE DASH LINES FOR CUT. White - Public Works Yellow - Finance Pink - Community Development Gold - Contraclor (min.4') Bond Amount $13.( { 6. 7. 8. L 10. 11. ,1 i :D*-- \.{. - ,-, \-/ 14> I <t-.,J Contraclor's Sigdalure ot Agreement O TOWN OF VAIL PUBLIC WAY PERMIT RILEI NBSII'ETIA U}T 7 FOTEST GLET CT.Etr IAIJS I.Af,E PERMrNo. c02?60 Contractor's copy to be kept on jobslte. 1. 2. J. (Job t{arr|o or Location ot aBnol' ExcAvlrloil, INC., p.O. tox 1625, EAGLE, CO Conkactorjs Name, AddaEss. Phone, ard Lic€nse No_) Work is for (circ'le one) WATER SEWER OTHER BLIrc. GAS ELECTRIC TELEPHONE CATV LANOSCAPING TEMP,SITEACCESS Ef,GIYATIO}I ,--) Permit Fee f75.0O Bill to, Paid: DEBBTE noEI.AtrD Receipt#: 2899 (Public Works)(Public Wo*s) INSPECTION REMABKS: SKETCH PLAN OF WORK ATTACHED While - Public Works Yellow - Financ€ pink - Comm. Oev. Gold _ Contractor F Fr oa o!,.o F lil IF o!E o!,.o ot ? H ;B fi8 8s Acl zo {A EE OA <; o o F o F t o !a t,E o t: D:ql D u l.{o E F E 6 U H o B o =F \o E4 A H'Ei Ll!z,t F oo. o.ts! }|otr 3a .1 6 l{?R E gr! tr crA o oB orE |,O |] H lr A3 z2 EO g-4< .E T Hl. EB E3 la< 4l trH EB i9 H{ E A tF EE oo A-E'A E : ? i E 5 A !s 2 r. !td -t).lo ZA o c dI !E o e|la Ti EA E tc UU o F q| .J P F t{ c E c z EI FI H o E )c fr EI E4 adaa O.O-EOFT &&a t I a o LAN' ?: 1279'14- l25.OO'FAJNO 5/6'RnAR VPLASnC NOTIC€: Accordhg to Colorodo lov Sou must commqrce ory/ lcAol octlm based updl oryl dafect h thls survey vlthln thrce lears oftx you llrct dlscovs such defect. ln no cvont, moy ony octim based upon oryt dofcct in this surwy be arnmcnccd moro thon ten yearc from thc dota of ccrtillcotlon shom haroon.,or#, 26.cAP PE AND PLS 26626 (TyP.) A 487t2J: Gt'N R 25.00'L:21, A 820536'CD \J \\ 50.0o'- 71. 2 LAT 6 LOT 8 SCALE,, /"<n' {zn'E BASIS OF ELEVANON.. uH. NO. 8-63.7 (NOr SHOWw) RIM ELEV : 8449.60 I heeby cartify thot this improvantcttt locotion cortiftcote vos prcpared for Ron Riley, Elk Ridge Dosign ond thc Torn of Voil, thot lt ls not o lond surwy plot or improvwnant surwy plot, ond thot lt ls not to be rdicd upon for the estoblishmcnt of fenca buf,dhg, or othq futurc lmprowncnt hines,I further certify thot tha improvtments on the oboye described porccl on this dote Dccembq g 1996 cxcept utlllty cqrnactiorrs, orc atthely vithln thc boundorles of thc parcel, cxcqt os dtovn, that thcre ore no cntoochmants upon thc dcscrlbcd prcnlses by hnprovemants m ony odfilnlng prcmlscq cxcqt os hdicote4 ond thot thorc ls no opporent evldonco or sign of ony eosemcn( crosshg t burdcning ony port of soid porcd, cxccpt os notcd, fhls cqtlllcotc does not constltutc o tltlc searcl, by lnta-Mountoln Englnecring to determina ornership or cosenqtts of racord, For oll inforrnotlon regording eosc- manta rBhts-of-voy or tltla of rccord, lnter- llodntoln rCicd upon Finol Plot of Forest Glen. N ADDRESS _ 475 6IEN FALLS LANE tu,iX!^ I'iHbli,',i'# i;3 5o o Itrrnrcr-uountrin Entinccrin5'.' P.O. BOX 978 @77 UEICAIF ROAD AtaN, cd"o. a620 (97o) 919-sO72 gJ,,E 'OI t120 UANCE SnEr LAKE*@O, COt A &2r5 (JoJ) 232-Ots8 OAIE EVlgo IMPROWUENT LOCA NON CERNFICATE otstd.@ Er " --i.."r- --E pr5 Rlarcrtu ^O-O1Z0S J,/J,/g7 AOD AOilNONAL PEAK ELEV LOr Z FOREST 6LEN, TOWI'J OF VAIL, EA6LE COUNTY COLORADO on,lrn at TV ',.:i tArE ''et6,: t2/g/96 cHEd(o en o.D,E s4E t'_ 3o, tuto &(x PAaE sriEEt ru I oF I G and OF CASH DEPOSIT FORMAT Legal Block _, Subdivision FI Date Address: DEVELOPER IMPROVEMENT AGREEMENT THIS AGREEM=NT , made and entered into this * a^y d2)Ofuf . tfro1 among (hereinafter called the "Developer"), and the TOWN VAIL (hereinafter called ttre "Town"). WHEREAS,.the Developer, a-s a condition of approval of the TC O -elan€, aateO DOHa-f .14? wishes to enterinto a Developer lmprovement Agreement; and WHEREAS, the Developer is obligated to provide security or collateral sufficient in the judgment of the Town to make reasonable provisions for completion of certain improvements set forth below: and WHEREAS, the Developer wishes to provide collateral to guarantee performance of this Agreement, including construction of the above-referenced improvements by means of the followino: Developer agrees to establish a cash deposit with the Town of Vail in a dollar amount ot $3&2in ffi125"h of the total cost of the work shown below) to provide security for the following: IMPRCVEMENT )-^1"-f^ t*'A W'L*4/'Ut44t+t',4- fi'f"'* ]?- NOW, THEREFORE, in consideration of the following mutual covenants and agreements, the Developer and the Town agree as follows: 1. The Developer ag!'ees, at its sole cost and expenses, to furnish all equipment anp qaterial ,necessary to perform and complete all improvements, on or before $The Developer shall complete, in a good workmanlike manner, all :trffi rrrcu||rEr, 'rnprq{ements as iisted above, in accordance with all plans and specifications filed in the office of the community Development Department, the Town of vail, and to do all work incidental thereto according to and in compliance with the following: a. Such other designs, drawings, maps, specifications, sketches, and other matter submitted by the Developer to be approved by any of the above-referenced governmental entities. All said work shall be done under the inspection of, and to the satisfaction of, the Town Engineer, the Town Building Official, or other official from the Town of Vail, as affected by special districts or service districts, as their respective interest may appear, and shall not be deemed complete until approved and accepted as completed by the Town of Vail Community Development Department and Public Works Department. 2. To secure and guarantee performance of its obligations as set forth herein, the Developer agrees to provide security and collateral as follows: Account Number: 01-0000-22026 Page 1 of 3 t A cash deposit account in the amount ot $-35A00^0D-to be held by the Town, as escrow agent, shall provide the security for the improvements set forth above if there is a default under the Agreement by Developer. 3. The Developer may at any time substitute the collateral originally set forth above for another form of collateral acceptable to the Town to guarantee the faithful completion of those improvements referred to herein and the performance of the terms of this Agreement. Such acceptance by the Town of alternative collateral shall be at the Town's sole discretion. 4. The Town shall not, nor shall any officer or employee thereof, be liable or responsible for any accident, loss or damage happening or occurring to the work specified in this Agreement prior to the completion and acceptance of ihe same, nor shall the Town, nor any officer or employee thereof, be liable for any persons or property injured by reason of the nature of said work, but all of said liabilities shall and are hereby assumed by the Developer. The Developer hereby agrees to indemnify and hold harmless the Town, and any of its officers, agents and employees against any iosses, claims, damages, or liabilities to which the Town or any of its officers, agents or employees may become subject to, insofar as any such losses, claims, damages or liabilities (or actions in respect thereof) that arise out of or are based upon any performance by the Developer hereunder; and tne Developer shall reimburse the Town for any and all legal or other expenses reasonably incurred by the Town in connection with investigating or defending any such loss, claim, damage, liability or action. This lndemnity provision shall be in addition to any other liability which the Developer may have. 5. lt is mutually agreed that the Developer may apply to the Town and the Town shall authorize for partial release of the collateral deposited with the Town for each category of improvement at such time as such improvements are constructed in compliance with all plans and specifications as referenced hereunder and accepted by the Town. Under no condition Will the amount of the collateral that is beino held be reduced below the amount necessary to complete such improvements. 6. lf the Town determines that any of the improvements contemplated herein are not constructed in compliance with the plans and specifications set forth herein by the date set forth in paragraph 2, the Town may, but shall not be required to, withdraw from the cash deposit such funds as may be necessary to complete the unfinished improvements. The Town shall release such funds upon the written request of the staff of the Community Development Department stating that the improvements have not been completed as required by the agreement. The Town shall not require the concurrence of the developer prior to the release of the funds, nor shall the Town be required to verify independently that the improvements have not been completed as required by this Agreement, but shall release such funds solely upon the request of the Community Developmeni Depanment. lf the costs of completing the work exceed the amount of the deposit, the excess, together with interest at twelve percent per annum, shall be a lien against the property and may be collected by civil suit or may be certified to the treasurer of Eagl'e County to be collected in the same manner as delinquent ad valorem taxes levied against such property. lf the permit holder fails or refuses to complete the cleanup and landscaping, as defined in this chapter, such failure or refusal shall be considered a violation of the Zoning Code. 7. The Developer warrants all work and material for a period of one year after acceptance of all work referred to in this Agreement by the Town pursuant to Section 17.16.250 if such work is located on Town of Vail property or withln Town of Vail rightof-way. 8. The parties hereto mutually agree that this Agreement may be amended from time to time, provided that such amendments be in writing and executed by all parties hereto. Dated the day and year first above written. Page 2 of 3 ,' STATE OF COLORADO COUNTY OF EAGLE STATE OF COLORADO COUNW OF EAGLE Witness my hand and otficial seal. My commissi on expires 1! ss. ^ The forggoing Developer lmproveme;t Agre4ment was acknowledged before me this 3 da\lot |Wbhut .1glby Klrtu JAW,ft ss. $conmFb|ttt bt^ U&bhd^ PLANNER. COMMUN ITY DEVELOPMENT .:..r^ The for.egoing Deleloper l4provement Agreement was acknowledged before me this Ya^y ot t'WaH- ' . rcnoy LBipr-) (opr-ra ro n r Witness my hand and official seal. uodeted 928/9a Page 3 of 3 Ronald H. Rilev October 1' 1997 Lauren Waterton Planning Department lown or varr ?5 South Frontage Road VaiL, CO 8L557 Re: 4475 Gl-en Fal-l-s Lane Dear Laurent I've enc.l-osed the DeveJ-oper fmprovement Agreementr a copy of the landscaping proposal, and the letter of credit from the First Bank of VaiI for $35r000 doLlars. It is my understanding that the letter of credlt secures the performance of the 9251000 landscape contract' as well as, $3r000 for miscefl-aneous site work remaining to be completed. The $35'000 is 125t of the $28'000 doltar actual amount. If anything else needs to be done in this regard, please contact me i-mmediately. N-,{kq Ron Riley d Enclosures RR,/co 228Bndge Street,Qail, CIolorado 8t6s7 . 3o3-4764to9l4tso U.C.L./page2 of 4 Riley Residence 9/9/7 SECTION B. LANDSCAPING. JOB DESCRIPTION #f. Landscaping bid begins after all backfill, rough grading and topsoil spreading are complete. Boulder placement and plant material transplanting are not included in cost. Design build using below plant material list . Fine grade and install sod. Remaining areas graded and seeded with wildflower and native grass seed then mulch with straw. All materials are fertilized. Site cleaned of all landscape debris. Material Spruce Spruce Spruce Bristlecone pine Rocky Mtn juniper Aspen Serviceberry Currant Mt Nine bark Sandcherry Plum Jackman potentilla Abbotswood potentilla Rock spirea Maple Dogwood Dwarf arctic willow Grape holly Shasta daisy Aster mix varietY Bearded iris Japanese iris Siberian iris Columbine mix variety Lady fern Coreopsis Rocky Mtn penstemon Coral bells MATERIAL LIST Size 8ft 10ft 12ft 6ft 6ft 2.0" diam 5 gal 5 gal 5 gal 5 gal 5gd 5 gal 5 gal 5 eal 5 gal 5 gal 5 gal 2eil I gal 1 gal I gal I gal I eal 1 gal I gal I gal I gal I gal Amount 6 5 5 I 1 l3 5 10 5 5 15 15 l5 7 l5 15 10 10 15 15 l0 l0 l5 5 15 l5 15 U.C.L./page 3 of 4 Riley residence 9/9/7 Delphiniummix variety Lupine mix variety Bleeding heart Hosta mix variety Gay feather Snow in summer Dragons blood Basket of gold Thyme Zing rose Geranium cranesbill Sod Steel edging Compost Wood chips Wildflower seed Native grass seed Fertilizer Straw 1 gal I gal I gal 1 gal I gal 2.25" drarrr z.z)" oLarrl. 2.25" diarn 2.25" diarn 2.25" diarr 2.25" dlarrr l0 t0 5 l5 10 96 96 96 96 96 96 2,000 sq ft l20linft l0 cu yds l0 cu yds 5 lbs 40 lbs 30 lbs 55 bails COST: $25,000.00 PAYMENT PLAN: 50% down payment, 25o/o after trees and shrubs are planted and balance upon completion. o BONALD H. RILEY 228 FRIOGE ST. VAIL, COLORADO 81657 r: IO e IO I5 iqr: a aqOq tO 1.5 Ztr' ?C?l' t P*Q PrstoFNc€ Koechlein Consultirig Engineers Consulting Geotechnical Engineers 12364 W. Alameda Pltrry. $uitc 135. Lakewood, CO 80228 MAIN OFFICE (303) 98e-1223 (303) e89-0204 FAX AVON (970) 949-6009 OGI ,"u -f,llflf SILVERTHORNE (970) 468-6S33 ) 468-6939 FAX September22, 1997 Mark Francis Elk Ridge Design Builders 1520 East Mulberry, Suite 160 Fon Collins. CO E0522 SUBJECT:Unde.grinning of the Existing Buildi@ Lot 7. Forcsl Olen Subdivision. Vatl. eo-lJob ]$.o. L As request€d we have reviewed the existing building foundation conditions at the Riley residcnce located on Lot 3 of Forest Glen Subdivision in Vail, Colorado. The purpose of this tetter is to present our understrnding of the prevailing foundation conditions and to discuss snd prosent diftrent alternatives to stabilizc the building foundation, Our revie'w and tbe possible underpinning alternatives are bascd on the information provided by our field engineer after holding discussions with you. The existing residence is a two story building with basement and crrwl space. The structutc is of wood framc snd concrete construction. A 15 fect x 15 feet crawl space area has becn over- excavated to provide a storage place. The area has been over-excav&ted to variable dcpths, ttp to a maximum of 3 feet from the original grades. ln most of the sres the soils beneath the existing foundation has been exposod by the ovcr-excavation. Over-exoavation of thc foundation area has put the integrity of truilding at risk. The building foundation could move under the prevailing conditions. The building foundation should be stabilizcd against settlement and potcntial loss of foundation soil from water secpage into the basement. We have considered and evaluatcd different altematives to stabilize the building foundation. These alternative are discussed and presented below: l- Helix Piers: Helix pien consist of a Helix plate on hardened stccl shans which are screwed into the ground with drilling equipment. They can be used to stabilize the existing foundstioq by penetrating into the soil below the footings. They can penebats through gravelly soil witb some cobbles. The p€netration is not affectcd by the underground water conditions. Minimum cxcavation is required for their installation. They are available in diftrent lengths. However. installstion may be hindered by the limitcd space availablc for the equipment. 2. Msgnum Piers. Magnum piers conslsts of 3 inch diameter stee! pipe. The Mapum piers erc installed with a hydraulic jack that jacks egainst the reaction of the existing foundadon base. a O Mark Francls September 22, 1997 Page 2 The Magnum piers are also available in different length$. Thc Magnum piers prcshess thc foundation alta and furthet prestressing can be done at different time iniervals. They arc easy to install qnd installation is not hindered by space limitations. 3. E$cavation and consuuctigE This is ttre simplest form of underpinning. Masonry or concrEte wells are capablo of temporarily bridging gaps in their foundation. Hencc, it is possible to r€move the soils belorv thc existing footing and rcplacc them with concrtE to a depth corresponding to the bottom of the excavation in tbe crawl specc. Tfpically thc excavation beneath the footing is for a footing length of 4 feet to consFuct a sftort sootion of lhn |1-.rr, ft't.rrr |rg rrr frrrc ilr.r-F AJlF. ttrr$ sF.,tvrrr i\. ,..t.:|rliFlea.r, rtt4rth.|r r.dj.d.nt ..atiol|l cr'' lra dons. 4. Connrafa Rrtrining ll,'nll A r..rnnr+ie ruolt d+tigrcd rc r retrininE .,rll ro.y bc conetrrrctcd monolithic with the basement floor. The top of the retaining wall should be connccted to the base of the footing wifh dnwel harc. A prefabricetcd drainagc compositc should be instolled l.rchiur.l drc uoltutEtts nrtriniag wall to dlr€gr warcr sgEpage ro a sump plt wlt€|E rhc watcf could be removed by pumping All Sre above altErnaiives should be very carcfirlly evalualed based on economic cortiderations, technical know-how available, and practical implications. In our opinion, the Magnum piers or the retaining wall may be thc bcst alternatives. In addhion to stabilizing the foundation against scttlem€n! the foundation system shouU Ue stabilized egainrt loss of foundation soil from water scopag€. For this purpo$e a concrotc wall should b€ constru€ted along the footing foundation, A prefabricatcd drainage compositc should be providcd behind the conorcte wall to direct water $cepage to a sump pit where the rrater could be remq,ved by pumping. The concrctc wall will not bc rcquir€d if ahomativc No. 3 or 4 are selecfed. Wc appreciate the opportunity of working with you. lf we can be of firntrcr assistance ir discussing thc contents ofthis letter please call us. Sincercly ICCTE(]FT EII|I coNsu ENCTI{EEIIS Tl1r, -dU,*- !t lrrl-".^ tt t/.--.. t.t-!.., tr. President :z?fr^...Eq Rwie\ryed bv: a D o esign Review Action Form TOWN OF VAIL Pro.iect Name: Riley - Exterior lighting Project Description: New exterior lighting Owner, Address and Phone: Ron Riley Architect/Contact, Address and Phone: Keating Partnership, S0l 12th St., Golden, CO 80401 Project Street Addrcss: 4475 Glen Falls Lane Legal Description: Lot 7, X'orest Glen ParcelNumber: Comments: BuildinsName: Motion by: Scconded by: Vote: Conditions: Town Planner: Lauren Waterton Datc: August 14.-1997 Board / Staff Action Action: Staff Approved DRB Fee Pre-Paid: 'sent By: KEATING PARTNERSHIP dt27e43s4 -T}18 KEATINC PARTNERSHIP p.r:. _rffi Job 789 Page 214 APPg-.\f':l l-jY TIJE ' ; 1.r.',.1. DEi r' :-:lr"'uC,\AD o8t14ts7 r:l l-oL 7, fr"el 6te^- RILEY RESIDENCE E.xl*rlor Llght FlrcDur e Calculattons F ixl,urc: Kichlar - Mount Yernon Flrtureg7o7 @ j{cokEatlo Glass Araa ?or ?anel - 24 q. in, 5td. Lumlns for 1OAN Flulb = 14OO Lumins l4OOLumins = 5tlLumins pcrsqtin. 24oq.in, I ixt ure 97Ob @ Great Raom ? atrio Glres Araa Yar ?ancl - 42 *y in, Stl.Lumlnstor1OOW Flulb - 14OO Lumlns EOO Lumins = 3'3-3 Lumins pcr sq. in, 42sog.ln. PtAl'INER: fttre rcridentia| dc:sign lJit I t .., r I r .,,, *.,1t',',,r',J,l,l11!.'trrur. rr rr r arr.l rJ I *^:'::i#**:*fl"*'uo o8l14ts7 rf ",ffi Job 78s Psse 3/4 itG9:tt7 K97Uf rcr7or C)/I.D.E BRICKII, OIDEBRAIVEIT wffitGRts Seecry €/osr ponets SolJd dross. l:frghr. l@-W. Mox. (M) Hgt t2y.'. Wictth 5Ih', Extens&,n 6yi, Hgt. rrom cente, ot wdl opning S', E?TW OLDEBRICK,,,,(rilD9 oLDE Et?c|t'tzEtr,x-qro, r/EPDrc,?S Seect giloss pcneb. Sofid A/dss.I&ht, \SGW Ma( (lt/t)tEL1996.. Widlh t hi Extenion lO,A1 HgLfrorncx**otW opningTh'. Kkhlcr Lighting 175 Sent 8y:KEATING PARTNERSHIP St27s4354 Ogl14l97 9:40 Jffi Job 78s Pege 4t4 tVount Vennn K.f,t$ OLDEBI?ICKW.'K.'TU OIDEBrcAIZEN K"W VERDIGI?IS sEFdigtcfscg/rjt, sord&osr. ,-t qft, l$-w. tvta(. (M Hgt. bfr', Wlcrlh 7th: Extenhn ,t/r'. HgL ftom cenlet ot wof, op€r,'fig Zn.. X.rW QLDEBRICKTr r,99O9 OLMBRQNETU ks90J wEDtGRtS seedy g/oss po neb. futid koss. !:i?h!, !n-w. Mex. (til)evt'Wdre, HEt nb'. Kic'pcr l-ighring I74 *,nn Review Action tn TOWN OF VAIL Category Number Proiect Name: Building Name: Project Description: Owner, Address and Phone: Legal Description: Lot 1 Block_Zone District Project Street Address: Comments: Motion by: -F,"oard /, Staff Actionr Vote: Seconded by: ! Approval ! Disapproval ';:E Staff Approval Conditions: Town Planner Date:DRB Fee Pre-paid- Sent By: KEATINC Llkr't ,l o : l1,-",..il,Tnf ' f i',1 d? e - ) a.: 2 .e,;:l':,lf,,,ffi,,;:,.'o Pase 2i4 D'6IC$' iEVIIi. EOAI,D TDDLTEATIOX TOr{d OF VAIL, COLORADO nATC RECUIVED r JA'E OI' DND M8!:3INO.arittaaari A. Jd IloJlcr rNFoSfiA?t On: LUC/I! DEgCnTnION: Lot nlock gulrdivinf on -ZfLgf \T--7( r.A . I! proDerty !9 dlescrllred by a ncoL6 eDd l)ounds logal dcsctipLion, pl sJ66 pEovloe On a g€palate 3lr€cL anrl al,Lach Lo Lhls appli.ca t 1r)rr. -.:;J IJ lt ;' -j (t tit Jtr .r'l !A!-) APPLICAN1': Addrccc: AI'IILICANT' g REPRESEMIA'!IVE r --'+t! Addreas: ippr.IdA|rro ts flrw IwI r.t txoca66RD ,IrtEOVt ortflBR' s 5'IGw,IIUXA condor[nlutn ADproval 1t appllcabl'c. uRL FEE! DRB fees, A! ShOt n above. are to be 9alcl aL lhe Linle ot ,rrbndLLdI of Lbe Dltts appllcutlolr. IJa[er, vheD npplying for n buildlng Dsr&i!. 9lca8o ldcnt'Ify Lhe aecuratc viluiri6n ot the proposrl. the to'rn og voll t i.r1 rdjudL Lhe fec occoraing to Ltro- tabre belou, !o etr$uxe Ltro corrorE fou B,'f YPE OT REVIEW: --Ncrd ConsLructIt,rr (12O0. 00)_,jddirioo ( 950. 001 AlJ,)l{lsg I X.toir,o, ALleraEloD (3zo, o0 ) Conc6F l,rral. Kevlcw ( t O) tr. I. il , Zt)NtNG t NAME OF f.lo I I 1ng G.NA'{E OP x0.l rlng ,;t- NIU.{E OF ( )wl.lll|{ lS] : otlvSx (s, J, Gtr^1trtrgl _ HoIllnq l\dat(ss3:-re ir 9d id. 4^ Yr.E. PArn , 3 /71-/ C'4EQR. P€E 9CIIRDUT,E: VALUATION t o'{ 10,000 $ .t0. 00r 6 s0. 000 i 50.001 '0 150,000 0150,001, - t 500,000 $500,0(ll - t1, 000,0 00 $ over t1,000,000 DESTCN NEVIBW BOARD APANOV.IL AXPIREE APPROVAL {'NLB6 8 A BI'I I,DINO PERIIIT IE 19 STAN|'F.D, 4ll:!s--.- PEE t 20.0G $ 50. 00 t100.00 $200 - cr0 {d00.00 $500. 00 o!{B TE}.l ttrllti illiiAL rssuED AsD co!{smucrroN tt\ >d/i RUG-29-1996 14:59 363279435,4 P.A2 s e n t Bv : *'ol,'J,,. ;ollii'.:!]il,{,u,?1li! _,,, o _ r, s 2 _... . ?/ r, :.:, I ;i,-Hffi l2 No.00d Job 640 Page 3/4 P.0i Y**N,\l'|e OF t'lroitEc,t t I.ECJIL DESCRTDUON:SulDrv!EroN 5i'' 6i;:, ;t' .r-rtf r,,t J"I I€E.T ADDITE9S: 'l'Uo (olluring intornotlon lD Rovlow lroBld botora a tin6l n. AUrIJDINO M}T&ttIA!$ l Rorr( Slding 0 Llrer W.rl I H0 Lor.-i.o I u Pdscia goftiLs windot'c window Tr iul Da$J o Door Trln llortd or Dcck R{rI ls t,l u cg Fl.shlnts Ch j,rtncyo Tra,sh Dncl0turo6 Crccnhoureg EoFalntFg walr s Exucrlor LlghLlnq O ltrcr regulrcd lor aulsrl ct o l aDproval can be given: trPE oF lu,r8l.lll lo Eho Dcslqn COLOR ':::"./r..l ilt: rrr.-.._.=TUCCT) C f tIrAt I . {--T,!,.:F. fl1;Ac-llA | ..).>t);2 __ _.'/;,r){ {,:Jt-.) "(rn^.r,1*rt,.-''') ---1 I \Jr- !.r5.,.-,. aF"i:l ..., l'l''7't. B. 'JANDgCAPI, C!NamC Of OCs i,:Jncr: Phono. V)Ui;t) .._-- O?, tttt.'t'L- lJvi l.J\-Jt I !i v,ltt+,J lJvu;rst/bn L!'t+"\i'"1.' it, 't!/)l) crfF ,, ,,'r'r; ll'l?;;*\r-. ._- C_ilaf*izlg t./il;/ li\''l1i|'.'t-NL 70 PU:ni,H AD.j.':.u1iiiF1'rze. !'\.-:i,1:Z.r.rE (1?*r , f:'rrr ,. .'^: ) '-:: .,, r;, l l/-. t.. AUG-29-1995 LstAA 3432?94354 P.A3 6?nt By: ir^ H ;U,y" tGt'..o8t29t96 14i51 -rdffi Job 640 Page 414 8/ze/rO KOOF MATERTAL VA|L METAL gygTEMs #815D114 NEW SLATE GRAY STON E: 6Y CLIENT STUCCO: DRWTT COLOR: 442, COTTON FREEgTYLE FA9CIA COLORz SHERW|N W|LL|AMs 9W #225b IVY WALL ACCENT COLORS: COLUMNS, DECK RAILING, SOFFIT FIOARD1, WIN DOW TRIM AND STUCCO DANDING: SHERWIN WILLIAMS 5W #1c25 ORIGAMIWHITE WINDOW9: CLAD ALUMINUM WH ITE AUG-29-1995 r5:Ag 3A32?94354 96:z P.A4 'mD[4AY,|6t9g5 G.lut tslesl Relurn lo LAUREN WATERTON Town Planner INTER-DEPARTMENTAL REVIEW PBOJECT:AUr DATE SUBMITTED: DATE OF PUBLIC HEARING COMMENTS NEEDED BY: BRIEF DESCRIPTION OF THE PROPOSAL:n€u ut'^jb .fat r,t\W tmst 6lop. Tari lt(r,ryer,Date: ulblcts. Comments: . ./'V'Aft\ r,t appc.zclho cm afc,-ln r5 r<lurced crt \hrg ycva <tr tvre Jriuewr,t -/ a^l^, rrr,*n_\ ..tra pcr rr..t'v \rg, {\ sorcle dF q rnrn, r.rror-yr r-pl trl a 2,r I n.ret . ? L-?rw*'-./ " *rlt"il:':::'[*;;1 rc' tco*rrgt ' vre <rx-kro zot ca*n<,",-.'.orio-fiffi/ i ' '/ te? rl 5 <i<e r<rr''':'*'c\ ' hre n..:o "pat4 u'ott) / l.t ro o.nanj Qor(\r\\ '"eo@r c,.c€- ce.\rxc€<) L\1 5 \\ ( A; ffia, oc\fhe €(r>t sic!< tl <c.d to la(- eo \c\r3ad lo tltx lct t. Trescl, .>e.\(z\ (v\u.,\ ttt.\-\ ,a ')i) +-,r-\u\€- tg, w\crv4. a 3 €orrrk to.^ ri trr,ra Jr,..rg.-t c\ fo .\o b,<rcrd- do.'.r,.r . 3.;;i;Jt*'..J n'9ot,e cf, {o.Jc3((Jd\ c{X e(9-e.65 i1-.\ ,{' 4ee $<rn crrc.rcd .n c<). -\ t<VgcA V/tu|.] ere <>ce, .\(}J q^a(\flrF<J on Qe q\cY\5(\r!s . -> blWWtt ol- p l*t* ,-'lnzec\ to<.e <^q cr<y\.- r-ri5xz, gro.n . FJc, t a(g1 tree'- (-,c /,\robr: r<\.t\re. \cr.^,rr f \gk\t .,t r^---.. |t42 $ \J'@YI)DD / Tarr: .,trelj- 's.}i\d4f cvrcr i ko( \'i m Na #trYr\ L o( rco<Ibcr.s t.rr'n txz cu t . . li nc\ o.l y t \ -h*"qoor uu\ut1gt dce u:{nrYart'rErn - n" (2cri6rcA r\titls Pcv'a .>r\ 1125 {klocc'eA -1 lzt'a &t*"ua- s\o 9{tr@\<rx5 A\\oued' tni..d I illA2 ConmenUs fron Mike Mccee at Ehe Fire DeparLment regarding the Riley Residence, 4475 Glen Fa1ls lJane. His phone number is 479-2250- May 24, 1995 The following comments are from the Fire Dept.: 1. Show the distance from the front of the driveway to the nearest two fire hydrants. 2. The driveway is approximately 150 feet, from the A fire truck Lurnaround is required q inst'all fire sprinkler sysLen throughout. 3. The turning radius (inside and outside) are too fire truck to access drivewaY. public street.a residential small to allow :El --r\\A '- a-,'-qf. ft,. "' I t tfr, -i r I'd'l ':l - n' - Pign Review Action rorl TOWN OF VAIL Category Number \, t) Project Name: Date Building Name: Owner, Address and Phone: ,. a) ,f tlr .-.-4-rii - t ArchitecvContact, Address and Phone: Legal Description: Lot Block I Subdivision YtV,K* 1*lt, vt zone District 5DD Proiect Street Address: Comments: Motion by: Seconded by: ! Approval ! Disapproval ! StaffApproval Conditions: E ,r,ru,r" !_ _. I r'r4a+ta?, ^ .U,"L, orr.r, ".-", rt . o,'a n o ra*,,a n"',,i,rr.r' !*o T,r [@\l "'T^AH:ff;iT#l* -, Ff1,r, \{*/tax 'anst.iltsl memo ?671 lr ol F.oGr r \ I tlttCt Clgl- ltLLEl uvFultttre'r a lt1 . .,nffi'lfrq _;-t .^l.L?lp.itt'lilllli,lllltfJ' rorr'- 6lt ff-fli:l,i#* Ct'1+1"f,.0*' ('- I - 1.,y'-$e Got0flftltt IItfEr . , " 4{,,-, ?tNE G0TPLEIED: EsEDrVlElorr /1,,'4, L tot: 2 !too(;rlurc! ADDSEBS; IrcAIItfo F* (nrrr of co*rnt)t ADInESSI +=a:ttt ltaaf lirt! gttllllllf rlc=: ProilE troi +FU''/l?7 ulcAll0li to b. 6lotcnco or dotcrtbcd rrd nrrtcr tbrreof ' Indlcrtr Xottl Prrty rrqurrthr tocrtll trrty locrtlal for uEVGlDi +/ ffi tn|[n EERVICE utfl,ls$ tallrqr mva tEBtf \ uccar Errlc vrllcy Gcnrol tdrtcd Srnltrtlor Dlrtrlct ( uEvGsD) |'Lll il;:i.Ti;.-iliil.-llr.. mrvtcc ltrur |l r r.tt3r of so r.d.Dcc ;;;;-;rf ;;i.;inii"- ir. luotionr d'tunrtrd r no1 llrl ! lllTl,b'rr.loililti-ioi ttt.."our locrtiorc rad thr con'ctl oncrr thrrl6l' rttcrDc to calr. UIvCtD Lld ./a partl.Iff a ottr:f rr - .mOrY tAg tat?io riatE ' alt!'l xlJE 5 r r ll^ftl GlIl l3lflo l{Art' I rrt airri fffm / Ctt} w r a I^/Ol.l'V{L rttro wltf . te{v^it'' wlTEl ' !r{I grrrtr:rrcgtv'l watq I e7t+l l^Ct" '^|-tl'i^'i^J ' 9.'t 3b Y^!r"3Y CQrrruor?t! t^ttf a vrlr rrttl lltg rAf" tDi t5 ! ln rgrcr tclor. Io{lcrtr-rr$t cf rtrhc8 -\ ;idol\'I t ,.a, - .rr t o\ Single Fami ZONE CHECK FOR Residence, DuPIex' o 'l rr ZONE DISTRICTS '- LL|,"1 . --) | .r o Primary,/S DATE: Allowed (30(!3rl econdary Subdivision -- !]'A t,a.'.t - !l\ PTIONE PIIONE ,' BUII,DABLE LOT AREA gxist-inq Proposcd Total 3-t 3z- "'HeiqhL TOLA1 CRFA Primary GRFA Secondary GRFA ScLbacks @- 4tPo v" +425= Front sides Rear 4ob5 ko'ry "/ \ f l&h \7,b4, ".)u) +3 r.,.ct ,,% Complies wiLh T.o.v. Lighting ordinance water Course Sct-back (30) (s0) Do Finish Grades Exceed 2:l- (50%) Environmen Lal /ttazards : YES 1) Flood Plain 2\ PerccnL Slope (< > 30%)z_?jt'i; 3) Geologic Hazards a) Snow Avalanche,, , i -,Lr b) Rockfall c) Dcbris Flow I 4) wetlands ,) No._;_ Yes No.-X- Does Lhis req'riesL .i.nvuive a 250 riciciiiir.llr? i, i I{ow much of ifre allowed 250 Addition is used wiEh Lhis rcques;E? view corridor EncroachmenL: Yes Previous cond.iLions of approval (check property fiIe): 4bc>'-> + 4?.5 =_q-QL_ 20, 15', t_5' - .'1 .Si Lc Covcrage 4 !'it .,.,.'y .l .Jn Landscapins {UiU vf4u ((1 Retaining WaII lleighLs Parking Caragc Credit Drive: 3' / a:; A f neqrd (3oo) (6od)Gl={y-]itoo, et (T PermiLLcd srope ,Q q Proposed slope NO 10 o o RetUm tO Lauren l,laterton Town Planner DATE SUBMITTED: DATE OF PUBLIC HEARING COMMENTS NEEDED BY: BRIEF DESCRIPTION OF THE PROPOSAL:/"@/:t/1,0,w +1rflbW ?"7 ) by:,/y',a;'Date: -{/ J -.z7 )) Comments: r/1..-/ . /,,,s ).'"uta /. -' ..7.zn'-' 4.,/;//zt't' t'2 iV/'+"' '1r;'"/'zn "'/5' z--/4,7r2,:. -,' ' r',// z' Zr?./-u7. / J '/1.a,),v ,f o'/l-'' /r'\"€2'|< t'Eaz-/ ' /Ea'14 '2'z*''( .-.-/:.,'€//42u'tJ zJ' ^€"*'' ;2' 2 tn/'ri'""'Pa";r"Z.-2"/"" /t,_.<"2-p !;.rtarr, ,r:*.r-:-. u112,..J,.* ) :.,_ h s,nr,t 4 'i:/ ;,-2 :')' ,'."n' '1'/72''"'{zzt4' NAME OF PROJECT: A. BUII.IDING MATERIALS: _LIST OF MATERTATS Ri 1 ey Res i dence Lo? 7 sl,ocx SUBDMSION Forest Gl en TYPE OF MATERIAIJ I,EGAL DESCRIPTION: STREET ADDRESS: The following information is required for submittat to Ehe Design Revj-ew Board before a final approval can be eiven: COI,OR noor(Q@FMATERIAL:rIONEERCONCRETETILE #6-3151-WOG5 'J,t - -e,v JLU\.vv Cream Siditre OLher Wall MaLeria1s Fascia Soffits Windows -C Green 0ff-|ih i te 5W #2258 ACCENT COLORSz Stone-t\pg? Tan It . Recessed To match adjacent Desioner, Al an Rol I i nger Phone: (303) 758-1529 Srucc#2oDKWtT-- COLOR: 442, COTTqN FKEEgTYLE Aluminum Clad window rrirrFAgClA COLOR: gHERWIN WILLIAMg Doors Door Trim Trash Enclosures Greenhouses Reuaining WaILs Exterior Lighting O Lher LANDSCAPING: Name of IV^T'WALL St uc co 0ff-Wh i te Lrnn.l l.f _h,l-ito COLUMN9, DECK RAILING; SOFFIT 9OAKD9, WINDOW TRIM AND STUCCO FANDING: gHEKWIN WILLIAMg 5W #1025 ORIGAM I WH ITE ho |le None --r.lhi te rr PFIRTNERSH o IF, ]; I BOARD APPITICATION - TOWN OF VAIIJ.COI/ORADO ' DATE RECETVED: DA?E:OF DRB MEETTNC: . *1*ti***l*l ttrr*t*tt* i.ztz AFR 1O'95 14:11 I(EFIT]NG ".vtt.a T lla ltl DESIGN BWTEW -.' .\ 7 DESCRIPTION: TYPE OF REVIEW: -X N." Const,rucLion ($?00 - 00) . .-Addi cion ($50 . 00 ) __3[inor Alteration ($20. 00) --concepLual Review ($0) ADDRESS: n r. LEGAL DESCRIPTION: Subdivision If propert.y is described by description, pleiase prowide to Lhis application. ZONING: NAME OF Mailing APPLICAN"'S REPRESENTATIVE: Address:I tt- Phone - =t. NAI1E qF owNER(s): a.Ii wui owNER(s) STGNATUEE: u^P\n/ I Mailing Addf erss: Phone is paid. FEE PAID: r4 :'/4/t, trtrtr qT'HtrNIII,F" VAIJUATION s 0 s 10,000 $ 10, oo1 $ so, 0oo $ 50, oo1 - $ 1s0, 000 $ r50, 001 $ 500. 000 $500.001 - $1,000,000 $ Over $1,000,000 DESTGN RSVIEW BOARD APPROVAJ-, AKPIRES APPRoVAL p[IiES€ A BI{fIJDING PERMIT IS IS STARTED. - ]' I .. t/f li (- FEE s zu. uu $ 50.00 $100 .00 $200 . oo $400. 00 $500 .00 ONE YEAR AFTER FINAI. ISSUED AI{D CONSTRUCTION 1 r Bl-ock a meees and bounds on a seDarate sbeet l-egal and aLt,ach NAME OF APPI-,ICANT: Mai 1ins. |fd.rpss.;-A'Tu €t ,PPq Yvren 714- +7q APPLTCATIONS WLLL NOr BE PR9CESSED trrrHOUT Ot{NEn',S S.IGiVerUnA r . condorniniurn Approval i f appl icable . .1 . ina FEE: DRB fees. as shown above,\ are to be paid al the r,ime of submiLtal. of the,DRB appliFation. Lal.er' when applying for a building perrniE, please identify bhe accurate .,iiuici6n ot the propoiai. The bown of Vail wirl adjusE the fee according to the table below, Lo ensure the correcE fee ili'[ i ] "i5 --ll./\ \ st El I LOT 14 18,228.6 squone feet O.4lB ocres 50.00' c$19 T=21: 0 ti i/ rt (o feet v Js, <sD LOr I 4O.llO.3 squar-e fee t O.921 xcres il j {orrrnNCHE RuN-our AND gUlLD/NG SfTBACK 00 !o R ;-ry.. f+ hv & $ oil ffi!!'*s'Yet LOT 6 40563,8 squore feet ,--\\ 0,47? acres 1..\ rF \ LOr 7 24,588.1 squore feet O.564 ocres q a {, {b l{' lO) ltn fr-frff-tQr, 1/3 ft o ,/ s9 ut/,ttJ/ tJ l\ eU e'l e'. r u 2l 5,',.i7. L,oT 4-? '- :EE6.d U, S. t|lesL Comrnunicatione . 1.800.922.1987 .468'6850 or 9{9. {530 'ePubllc Servicc company e {9.5?81 Gary Hall .HoIy cross ElecLric As8oc.- 9{9.5892 Ted flueky/Mlchael rraverty I{erl,Clge Cabl.evision T,V.. 949.5530 SLeve Hiat,t 'Upper Eagle VAlloy waLet fi $aniLatlon oiegrict '476.7 480 Frcd t|aclee SUEDIVISION \tOB N lfE NOTE: ,.. 3, F'ILI ADDRES$ .. . ?l en E..^\\.... L,S..< ,,._ . , Thi locaUion and avallablllty of utilit,ies, whether Lhey be nain Erunk ltnes or Droposed rinei, rnusL 19 approv;d-;;a vliiriJa"[""cr,"rotlowins urtrtitei ror irre iccomianiini-iii"-priii. Dat,e 6. r Plea8g brlng obtalnlng l)pger flow needs must 5/*e 1. This form is Bo verify service availability and locarion. This should be used in conjuncU-ion with preparing.your uuillty plan [nd scheduling installaLlone. For any n€w consLructlon proposal, the appllcant nusl" provide a complegod uLility verlfiCaLion f,orm. If a ut.ility company has concerns wiLh Lho proposed conBLrucl,ion. the utilit-y fepresenLaLive ghould note directly on rhe utility verlflcarion f,grm that Ehere is a problom which needs bo be resolved, The issue should Ehcn be spclled out ln derail ln an atLaehed lelgor Lo Lhe Town of vall. However; please keep in ." mlnd Lhar iL ls Lhe responsibiliiy of ttre ut,illty company Lo rssolve idenlified problems, If [he uLiticy verification forrn hag signatureE from oach of Lhe uLiliLy Conpanies, and nO comtnenlg are mf,de dirccLly an Lhe form, Lhe Town will-"presutne ghat Lhers are ng probrems ond LhaE, Bhe developnent can proceed. Ihese vsriflcaslons alo nor relleve the ctnlraotor ot hlr responslbtllgy to obtain a FLrGeb qut parodE, lrom the Town ol vall, DeparUment of Publj,c t{orks and bo'ahl!l+ urili.tv..loclqlonr bef-o,re dldolnq in any public righu-ot-way or easemanL in rne Town ot Vall . I-brI l.qlnq -per$l t ir.nol ..a sFreet cut,- pgfmit.. . A streeu cuc permlE must be obtained separatsly, Inslallallon of gervicg linrs are al uh€ ergenge and responalbtflUy of lhe properEy gwner. a slte plan, floor plan, and alevatione when Eagle valley tvater fr Sanicatlon aignacure8, Fife be addregsed, 4, 5. ITY LOCArION vE&f!. uJ.4V/t> lVr ttd o lI +U.t4U4rcr.o ll \ $- LT ?. ..i.t. /! , d ,/ \j 7 I I ,t{ $l -z j o 6 r$.-L l J E $ ,d l { \$ ul { '}}a 7'o'P'v' #! ,, (,' , / I ffi-t'-(W / o d \'$ /,Ef $'l )'I ,Mi ''"Nr,fr/.r1], ,#;;{,4 y j,",,,,,",' /,/' ,' ,' /l .,/ '/ K.',,'.r',", \/,//, (;';",, i f,' , kfr, ,./t] I 95 14.47 FROM guEDtvrstoN JOB l{Al.lE LOT 4 SERU I CE PAGE. BOE ruDnESg Bbe locacton snd availabiliry of uttllties, whebher trur* llaeg oF proPosed linee, nusl be approved-and tollorlng ulll,lttea for bhe tccomPanylag sllc Pran.' @' U.8, tleet Cotmrunlcatlons ; '1.800r.922'199?{58-5850 or.9{9.{530 .Ptb1ic Service Conpany 9rl9 -5781 o8ry Hrll . Holy Crors ELectrlc Aesoc.- 9{9-5992 . Trd tttrrhy/t{lchael IrBverLY gerltege' Crbtrevlelon T. v. . .' 9{9.5530 ' sleve ltlatt 'upper Eagle Valley waLer r srnltetlon Disbrlct *' {?6-?{89 Fred Hselee NOTEI 1. inv p*@egsenenu.rD ih!Vail, This form is to verify servlce avallabll'ity |nd loaaulon. tlris ehould be uced Ln conjuncLion elgh preparing your utility plan and achedutrlng incualratione. For any netl constructlon prgposal, Ef?.appllcaob nust provide o bqnplsued utility verlflqaEloR forn. If a utili[y company hag concerns wlth Ehe ptoPe5eC conetrucl.ion, thb urility r3pr€tertrbiv€ ghoulC noee (tirecdy'on the ut,ility verllication lorn Ehat Ebere is a proUlern which needs tg be reeolYed. The lggue ehouli Bhen be spellod out l,n aecall ln an .ttached ieLter Lo Lhe toirn of Vsil' Heweves' P13t3e hsep in mlnd ghat lu is the tesPenslblllEy e! Ehe utlllty comprny Lo resolve ideriClfted problenr. If Lhe utitlty verlflcaElon [or$ har rlgnaluret gronr each ol the ultlity cornpani€gr lrd oo cotuiscg lrr€ made direc[Iy on Lhe forn, tlhc Sown rill prenm Lhat, r,here rre no problema and thnc tbe dcvcloPnrng can proceed' Th€86 veriflcaElons do noL rell€ve Ehe sonBraolor o! iii-iesionatblrlLv to obualn i gErcee EuB.pcfinit iiorn iti Tgnn of vail, Departms$t of rrubltc.worlcs llg :i.*l; +i=* : t* i i*i":i'l::**to* tHH*'l tbey be nain verlfled by tlre 'P3gS ,--frs'?{ of A EEfset Cuu tepartEely. Inst,allation o[ servlce line5 ctg aE Ebe e$9qme rerponglbility o! Lhe Propefty ornel' * eJ.Ee pIBn, f loor Plan, and elevtt'Lons when "d;i; luirey wrEer i ssniErEion FlgDrcuresr Flse be addrcrsed' 3, r[. $, lnil 6r r Plea€€ brlng obtalnlns Upper tlow hecdt nurt ,,4.^-t FROl"loBLIC sERUICE URIL .'.,..8,S5 I4:48 FRoM PUELIc sERVIcE URIL g3/98/tz t5t a6 t 3o348a l e97 {,\ /, //'/l '*!*/,oft - I \ \ ts' -..-t./-. \r " 1\ \ d .j /l I tl ,t, l$ / / H t \ ! // I / / /. // /" d z J a \l ID '4, ;t .l F il td L cl d $ mT-i/ r: i:,_,+i W: fffi W c 5t .n / I 7 ,lf ;:ir,4 t/:./'ir dlf /il I I ,/ /. ,// 7'\./'/ /' ,;p ,'/W \"#/t.( M} f,,"' .f{ / l,ii{,^,' W:,,:,, 1: / /. r','/\rll 1X,' ,",' t:{:''fhr ^l ( ldi ftt-* a?.e?il4 *. ADDnEss ., ,.3\s$ F*^\\ 5 \S ne .' '- ' -' - ?hi loeotlon and rvallibtlll'y of utilltleli uhebhar gsunk llner ot p.EpollO-tineil tqlt br approved rnd i;ii;riil-utiiiliii-ror rho rccsnprnylne rlts plrn. UbaY ba nlln veriflrd bY tht 'Pr.!r 30344418fl n 4 '1, SUEDIVISTON JOg NttllE r.0r .. 93- -: . - U, $. Wglt Cotnnunlsartonr ,r.800.t23.119? {68-6s60 or 9{9'{t30 .PubllO Brrvlct comPany ,19.t?rl 0arY lllll Holy Crorr ElecLrlc Atfoc'' il9. tltl rrd lltreky/Htchrrl l,rvrrty lleri'ttge cablevlllon 1!.v, 919.S!30 stevc tltrbt 'upDer rrgle Vrllry t{fLrr - i lant[etlon Dirlr1cl ' t16.7{00 FroC llarl.r NOTE: I ' 2, 3. This forn ls Lo verify rlrvicr avrllrbtll!'f and,.- iiiliriil', -irrii r[i"ii ur-ueea tn corllyr.rtrilon wleh prrparine your uriiili pian ana rcheCullng lnr t,a I lr I lqn8 For rny now contLruction pr9p99a.f, thr rDpIlcanB tnurE provldto a eJtprtiil It'iiitV vrrlllcar'ion torfi' If o uLtltty colflpany.hls conceln! *fEh ghe propocrd contBructi.ion, r,no uctf tLy rtPrsDrntat'lvr cbould notS dirrsLly on the ;tili-gi-'"ortfrerllon lorn Bnls Ebtr' ir a problo,n nnritt-noihs to.be-rffolvcA' lht isrur should bhrn b. riiiriii-iui-in arl'iii tn an rttachro iiiili,,il'i$,fil.;1.:ilit,tliiirii ti:"ii'li:r'" ;ffi.;y-io-i"iirue tdanlllled Probr3ns ' ' I f lhg uLtri !y vrrlt lcrt'lon toro her stgnlt'uret f rgttl l""i"It"i;;-;i'tlii;-;il;antcr' lld no corilnBott rre made direcLly on litc-ieirn, r'h! TPIn ulll Drcrumc rhaL [her. oro no'pio;iil; ina tt'tt' t'ht dfv'loPtnenl t | ,,, ln can procood, Thete verl!lcastgns do lria rcePonflbilltY to and to p4!t!.-UlJ-r*x- any Publ ic rish['o1:Y: not relleve Bho contf,lctor oiitiin-i Etr.lt qrg, qe.Tl: ot s. iii*-it'c rotrn of Vril';i p i,; f i: ": ^? 1 -:"b.1 * .*tt: Vall,i rLr8e! cuL C rnurl be ffi_or gCDrfatClY, 6. rnecallalion of scrvist ltnu lrd 8[ thl lxp9tlf' 'nd te"eF;;i;liitY or Lhe Property owrfrI r Pleaat bring a site plal' fl?gl.plln' tn6 ltcvfflonr r'rhtn obraintng uppar Ergto -v6l1ay W.r"rti'iini'iit'i6n rlcnrLurel' Flre tlow itlods muai bl cddrlreeq' '| ,' ,''lr' ,,,, ,,T,' /l 'r \ ga'd eE966r6 EBE 9A / _'': * / /) t' / ,l' ,f F Ir r, 1t i J I p t i t [' fr- fa t t' t L F \\\.N \ -s d \. "/ f,/ ' lg'.; *:tE0IU )"t: ,*268 | bFbtri. y 3t'rJlNfttrn FZ tFl CAG r-ii_, l,I,ET'I VIgI ON do8 rwtE &crr _,* ADDIESS NOTE r ----...-r--- lI \*,^ Bl.rOCf( Thr locrEton rnd.:11llplllry of uritlrtee, ehcBhrr Fifif_lllo,i, ii, ?,,ff ;:*-iilli, _lll, De approved,nd folrouing-uriii[ivPvsE' rrncr' Ful!_!i_approved r11(eB ror rhe aecorrprnylag-iili-priii. Aq,thorlzad gdfnanqlg . f :8;oli;i.i;fT*'crt ronr tt69.6360 or irl. rs3o .Pullla_lervlcl company 919 r 5?81 Gary nrlt .dolY^clgrr Eleerric lrroc,9{9. s892 Ted Hurhy/illcharl !.rvrrry IIeIf _rr?!. Crblevlsion r.v,. 94t.53t0 st.Yt filrgt 'Upper tltlt Vrlley wrrer *_9qf urlon aii t rli[- ,{?6.?ag0 Frod lragter lhry be nain vtrllird by rhe ' Drtq l-"his form tr Lo vcrify servlce availablllly and tocarion. rhir slrgyii il-;il ii con1uncuion wltb ?Itp"flns. your uri t i ti piri-iirr ecncdulhs rnE r.al lo tionr . For any ncw eonsrru:tloq Droposrl, rlt. rpDtlcanL musL provide a ionploLod uliifti-"trlticarion for,n. lf_o urilrry coarpany.haa conqernE wit,h fhc propored consLrucLion, rhc. uritity rrpreeinErslva shourd noSe direerry on rh€ ut iriri'i,oir[ic;;i;;-;;;-iilIi-di]ro ia a problom rhich.nriic f;-;;-;;oivial-' iiif.re.iu"rh9lrd rhen be rprlled oui-rn-oiiaii ii"en-iisilile lcElor Lo Lho ?oin e6 viii.-'-ffJie"ur, gler3o kecp tn nlnd rhaL tr ia *re rariiiiruiiiiv-;i ffi-u;liili company Lo reeolve idaniitled preb.c"s. I!-!he-u!llluy.verittcarion lorm her flgnlrures ffon each o( Lhe urility conpanleg, iod no-c5airnrnil-d;madc dJrccLly on bhe fei6, r.ni i6wn wiii-br-di, ;--thrr rhero rrc no probremi iiii l[ic lr,e-clu.ro]tenr ean procrad, i 3, 6. . PIsasr brlno 0btalnlng gppir IroH naedl nu!t {. 5,These verlticaulont hle relponslbillty dO not rellrvc uhe to obtaln a slrorl egntrrcuor sf cut p.nnll any pub vrtl. r&- --.4!.. - , --rrr r.rrt- !E!r,^ G c rrght-ot.w6y or earemeot ln of are at tha txPtfirr and ofilal. A sLreec crrt prirnfT-mudffi rrncd sePsrobely. lnslallttion of rervtgl tlnra rolponrlbillty of lhr propert,y I tt te plan. f lOOr plan, and ollvtt,lons r.rhgrr .FaCl?.valley l{lter i SanlbntloD cignatur;t. ftfa ba addreaood. 14t43 e 1434841897 , -l tr: f1 TII.IF LOT J #tiihW;t:,#ir* Nv. (til t CeJ.l$nu (Sv) - Cti1.6l tor t4 L0r '-fi(lt ;it, ,:ili'f.:f,ft lli I QR/, :.ri?rf:-b#r? ; ;;;;;, -;,;;,';;iT;';,il;;ne uhen 9P!.1rlinq spprt Eaelg-irarrey-hNi*r r santrar,lon iignaEuree. rtr.tlow ngedr nu!t be addrealod. 14 r.troilrro^o.,r^r!ccLeiagor!!., o.re rru,neo, I -,' 1 - ?i "J'ffi' "-],,:;*."*!f}Aro.o' Mrp psgei-.j ,'\rr' Tapc no: .- I '- llne locfluon coor:A$-- Surlroo coer coOs;-Sgb-- Llnrryp.coOr:. L\h ,- ! Plpe dlametar: ' - Funlengttr: il D' - /,1! iainl longlh: 'JY.. ... '-..L Mil rlng typs: r._llz_ -- tl t!o'sBncs:-!l&- {top ol mnr to rlm} 4-t',t MH ffd dtametat:,9l}lA L$l 4w4,,L+ lfivoft-ln:(dlr)_(d?rr)._ Invfi-l0;{6lr}, (drpth) ,omP .:(dlr)-(drptt,- rnYon-our:(dtr) j|r&froqmrt -1D' ll Dtst nca {MH to MH,.rr,t olr--jiA-} Arm: Sroet:^tn.ta"w Upciro.fii MH ot,rflllp$rtofillton; i/- Adqrldr plpr Filidon. -Ffrrlllmdto banflrd. PlpnrshbailPdrrdA$ P d-|,-i.a,, dnEdon ol llgw *<--4 )-*{ V,Z,r, e8m$r dlrslhft olrilc Date rlwhfd:-!1 | "19 r\ DISTANCE TO: {FT) cooE culot( posrTl0N TAPE COUHTTN ADOMoIUI BEIIARKS {pt.sc lfidlc€tg lengfis of cfed$, bolllct, lad!!cilg!|, .b.l n-\o 2Aqg 7,1 Tfl*+q"0 0 atll 7T[ 7,'r -,1,5 TAA ?"ao P'Ba -c.t< 7fr8- tt,9 -1"m 12.o ?t! t i'J rt),.' en -.EL( -11-1985 14:19 UALENTIT€ WATER ^NO SANTTAIION OI5IN t l !O{!:t rortl . v.r|- cO.Ol^oO Or6lt rtotr .tl ,.d0 IA?ER AilD/ON SffER LII{B I.oCATIOI{ 1:-gE-- rlrtg cot{PI'ErED : u '': n€rolr *f^:,"-T:trt u'l''illY{ J,&IJ --rJ-r I \,u/ d,'x'"1 DAtlr ;.r*' lfr3;; !:tjl rllg 55 =::: ==trllli gt3::: t ttt i:g; = t ':r:rl I !| r rr l::at:!il'l l 's;==a==:':21 drto L00AI085 $rltE: Colstrtt{8t{T TIHET susDrvrsroil' //fr, L- [ot; J BLocK:FILINO; ADDEESS: IOCATf[0 FOR (nase of coePenY): IDDRE$$r //F4 -/! 77 InCAflOH to rnd nulbar Indlcrt€ llorth n!E:::l=ttll tarrrE r5,: = r=:=1tr ll't3g-::=:=f !ltrllsEt:=i3:E=:Etllll:3i== be sketched or dffcrlb.d in rpace below. Iodlcate-Fl{tt of rtake6 thereof , -t-r. \ l I tfr,',rr Il{F0RlAtllr !0-!0[lgllEfil IIATEI ofl 8ElfER sERvlcE UNLES$ rAgJf,Ig IIAYE gEEl{ FllD, T NDER PEI{ALff 0f PItr€. Party rcqucstlnS locatq: PartY locrtlng lor UEVCSo: UgprErllcYalleyCon*olidatedSlnitatlonDi.tf!ct(UEYcsD)HiltrttCIDlto locate utter and/or acser eervlcc tlnes ia I *tt"t of conven{snce only' UEVCOp ;;;;-;-;-;;Liiniii""ii" tocitionc dccitnated' nor rhall UEVCSD be hcld reeDontlblc fo. *.ronio-is-io""tlonr snd the cone€gueDceo therrot' Faln6rF.nNa lLr|f?r - a;iewdtaD xrrio w^tEr r tYqfi r'aft(' rY^tti ' t6avtt e'L'1 L3t'o werrr r ruil ^cl^t-r* iL: f ot* rA'ri . GA... va,. "r.io w^,*".,:::::IR; *::f;ilil*:*'f"1-!lf '^o" "^"*' rA,'?a'ro' ' "^''. @ d\ EE Ut ro { /'L -IE tt N Ul' IF ad "1 @ rrl n T1 I /l t!l v z (J3 /A l$l ly : z =c U) rlt / ll tU, ll @s ffl q{I 6l:vl S65I-tI-AUR 3N trN3"lu^za'd tg966r6 EEt ..J YOUR LAND TITLE GUARANTEE COMPANY CONTACTS May 08, L995 Buyer/Borrower: RAD FOUR LIMITED LIABTLTTY COMPANY, A WYOMING LIMITED LIABILITY COMPANY Seller/owner: Property Address: ff you have any inguiries or require further assistance, please contact one of the numbers l-istsed below: For Closing Assistance: For Title Assist,ance: KAREN HORTH 108 S. FRONTAGE RD W. Phone: vAIL, CO 81658 Fax: Phone: 303 476-2251 Fax: 303 476-4534 Note: Once an original commitment has been issued, any subsequent changes will be emphasized by underlining. THANK YOU FOR YOI]R ORDER! our order No.: vL1Ll- -F ALTA Commitnent - 1970 Rev. 0tD REPUBLIC NATI0NAL TITLI lI'ISURANCE C0MPANY, a Minnesou corpontion, herein called the C0mpany. f0r a valuable consideraion, h€reby commirs to issue its policy or policies of title rnsunnce, as idenified in Schedule A in favor of the proposed Insured named in Schedule A, as owner 0f mongagee of the estate or inlerest covered hercby in the land descnbed or refened to in Schedule A, upon payment of the premiums and charges therefor; all subiect to the provisions of Schedule A and I and to the Conditions and Stipulations hereof. This Commitment shall bs elfeclive only when the identity ol the proposed Insurud and the amount of the policy or policies commined for have been insened in Schedule A hercof by the Company, either at the time of the issuance of this Commitment or bv subseouent end0rsemenl This Commitment n preliminary to the rssuance 0f such poiicy 0r policres 0f tirle insurance and all liability and oblgations hereunder shall cease and terminan six monlhs after the effective date hereof or when the oolicy or policies committed for shall issue, whichever fi$t occurs, provided rhal the failurc t0 issue such policy or policies rs nol the fauh of $e Company. CONDITIt)NS ANO STIPUI.ATIONS 1. The term "mo(gage", when used herein, shall include deed of rrust, Irust deed, 0r 0ther s€curity instrumenl. 2 lf the proposed Insured has or acquires actual knowledge of any defecl lien, encumbrance, adverse claim or other maner affec ng the eslate 0r interest 0r mongage rhereon covered by this Commitment olher than lhose shown in Schedule B hereof, and shall fail r0 disclose such knowledge t0 fe Cgmpany in wnting, rhe Company shall be reheved from liability lor any loss or damage resuhing from any act of re|ance hsreon lo lhe xlent the C0mpany rs preludiced by faiiure ol rhe pfoposed Insur€d t0 s0 disclose such knowledge. lf lhe proposed Insured shall drsclose such knowedge to rhe Company, 0r if the Company otheruise acquires actual knowledge of any such defect, lien, encumbrance, adverse claim 0r other mattef, the C0mpany at rts 0pli0n may amend Schedule B 0f this Commitment accordingly, but such amendmenl shall not relieve the Company from liability previously incurred pursuant t0 garagraph 3 of these Conditrons and Stipulaions. 3. Liabiliry 0f the Company under this C0mmirment shall be only l0 lhe named proposed lnsured and such panies included under rhe definition of Insured in the f0rm 0f policy or policies c0mmitted for and only for aclual loss incurred rn reliance hereon In undenaking in good faith {al to comply with rhe requiremenls hereof or (bl ro eliminate exceptions shown in Schsdule B, or {cl t0 acquire or ceale th€ estate 0r interest or mongage fiereon c0vercd by fiis Commitmenl. In n0 evenl shall such liabliity exceed the amount stated in Schedule A lor the policy 0r polcies committed for and such liabiliq is subject 10 lhe insunng provisions and lhe C0ndilions and Stipula ons and the fxc]usions from Coverage of the form 0f policy 0r policies committed for in favor 0f the proposed Insured whici are hereby incorporamd by reference and made a pan of lhis Commitment ercept as erptessly modified herein. 4. Any acion 0r actions or righrs 0f a€tion thal rhe proposed Insured may have or rnay bring against fie Company ansing out of the stalus 0f fie lille l0 the estale 0r intersst or the status 0f the mongage thereon covered by this Commitment must be based on and are srbject to the orovisions of lhis Commitment STANt)ARD EXCEPTIONS ln addition to the malters connrned in lhe C0ndii0ns and S oularions and fxclusions from Coveruoe above referred ro. this Commrtmenl is also subiect l0 the f0llowino, 1. Bights or claims of panies in possession nor shown by the public rec0rds. 2. Easements, or claims of easemenls, not shown by the public records. 3. 0iscrepancies, conflins in boundary lines, shonage in arca, encroachments. and any facts which a cotnct survey and inspeclion of the premises w0uld disDlose and which are not shown by the public records. 4. Any lien, or nght to a lien. for services, labor or material theretofore or hereafier furnished. imposed by law and not shown by the public records. 5. Defecm, liens, encumbrances, adverse claims 0r other maltets, if any, created, flrst appeannq in the pub|c records Commitment. lN WITNESS WHERtOF, Old Republic National Tille lnsurance ComDanv has caused its corporale name and seal to be hereunro affired by irs duly alrhorized offirers on the date shown in Schedule A, to be valid when counlersigned by a validating olficer or other authorized signatory. OTD REPUEtIC 'IATIOTAI, TITLE I]ISURAilCE COTPAITY A Stoct Conpany 440 Second Avenue S0uth. Minneap1lis. Mnnes7Ia 55401 /612)3/1 tI ifij '? F'*-'- Aurhoized Signatory 0BI torm 2582 8y Se eary 1068-fi2 (e0e) xvl / 6868-r'rz (eoe) t09t8 03 'uo|t3{rnf puEJe NorrcNnr oNvu0 6806-ZrZ (eoe) xvl 0989-1tZ (eoe) L0€18 OC 'o6uerno ulet',| I Lzt ocNvHno 06e0-z9z (eoe) xvr / e88 i-zgz (€0e) 98t08 0c 'uo !c g atrns "]s uren 9e I 88Zt xo€ o'd HCNVHS NOl'tlO rr09-e9r (e0€) xvJ /9922-e9t (Eot) tetoS oc'aopuu€lcor8 e6plu qUoN OOZ oSzz xoa od 30(|laN3)tc3Hs SIN]DV rsgr-gzr (eoe) xvl / rgzz-gLv (E1e) 89918 0C '|P /9e xog od goa allns '/\ pu aoEluorj 's 80!llv z t0 r- tt8 xvl / 006t-r?8 t0t08 oc la)ired 0t I alrns ' pu rauPd s !t80t uSxuvd t8l.t-9r6 (e081 xvi o L9z-916 (eoe) ao9t8 OC 's6uljds Poo,tlualg zotz xog ot z0t elrns "a^v opEroto3 1!8 SCNIHdS OOO/rItN3'rC 06 re-teg (6 tz) xvl e t tt-969 lcerlo / Lz87te9 GrL) e0608 oc 's6uuds opEroloc 0o t alns 'uolel s z0 t s0NrHds oovuo'roc err0-889 xvl / e9€9-889 t0t08 oc ')icou a[sec xoclrM zt9 )|coH 3lLsvc El6L-Zt' XV! I lot -nnv z0€08 oc laptno€ o L |' €ltns ' p^t8 uo(uec aerz u:lo'lnoa z0r0-er8 xvl I reez'r69 1e208 oc 'ra uao 092 alrns 'alruraso s 009e SI|lrfso zt9L-08, xvJ I t9E6-12' 0e008 oc !€lsulurtsoM 00t €lrns 'ueuPH l016 HIHON z9z0-r99 (eos) xvj / LEzo-199 ElE) 12008 OC 'allr^srno'l 1S tulor]c 11 068 f 1'rAslno'l 9962-90Z XVI / tl le-Z8Z 9t208 oc 'pooMaIE l 00e €lrns '6urtd!y 0t1 NOSH3Jlft eer9-69€ xvJ / ea7t-ogt lgz08 oc ja^uoo 0ot alns 'uapdurPH 3 lz88 N30dnvH 9Z9n- tL XVJ I 6e9r'tLl t r to8 oc 'poo^ at6u3 e0t €ltns uoerc slalppll s 00t9 N:ttH0 sc!l'looE 0t06-062 xvl / 9696-012 ttroE oc 'poo/ll1al6u3 00t €lrns 'IeM asnsPlls os Itog ooomS'l0Nf 6992-9t1. XVI / g€et-t91. t1008 oc '€lornv 90L olrns pu r€ued s 00ee 06e al!ns etcjlc laaic fto M gu )3fHC AUO erzg-926 (eoe) xvl / 819 r-926 (soo) I L9t8 OC uaosv '6pt8 ezEld uadsv zot alrns 'sullooH f eeg N3dSV 99e t-€zt xvl / lrzo-ozt 20008 oc 'epP^JV 0oz alns 'pPou prsM 0tt9 vov uv ,198-0tL XYt t E6Z9-O'L 4 rcg oc 'pooualouf 09| a nS'PU €oqPde/V 3 OOIZ aoHvdvHV e091-zze xvl / 088 t-tze ltzog oc 'ra^uao 0tt9 xo8 0u 90208 oc 'ra^uoo 009 alns ' a^v lsrl lse egoe :lcljjo f noH ?z€8-086 XVI / 0S98-886 ISVf 9e208 oc'poorlate-l ISfr{tHInOS 0z 108 oc uololul-l ANVdI IOC fSINVHVN9 fIIII ONV'I nesv-sLb (eoe) xvr I $za-gb Goe) 899r8 0C 'ilPn /9e xog o'd 002 el!ns 'M peog eOeuorl 'S B0I ANVdI^IOC 33INVHVno 3-lilr oN\n :p aclllo eq q1noult penssl aJnsul oI luorul!ruruoc 'oLD REp;rc NATroNAr, TrrLE rNsrrRArttuE coMpANy AIJTA COMMTTMENT SCHEDULE A Our Order # V1-111 For Information Onlv - Charges - ALrA owne'-nlti3{ol - - ****WITH YOUR REMITTANCE PLEASE REFER TO OT]R ORDER NO. V1111**** 1. Effective Dat,e: May 09, L995 at 5:00 P.M. 2. Policy Eo be issued, and proposed Insured: lfALTAtt Owner's Policv LO-I7-92 Proposed Insured: RAD FOUR LIMITED LIABILITY COMPANY. A WYOMING LTMITED LIABII.,,ITY COMPANY 3. The estate or interest in the land described or referred to in this Commitment and covered herein is: A Fee Simple 4- Title to the estate or interest covered herein is at uhe effective date hereof vested in: RAD FOUR LIMITED LIABILITY COMPANY, A WYOMING LIMITED LIABILITY COMPANY 5. The land referred to in this Commitment is described as follows: LOT 7, FINAL PLAT OF FOREST GI-,EN, ACCORDING TO THE PLAT RECORDED AUGUST 1-9, 1992 rN BOOK 587 AT PAGE 375, COIINTY OF EAGLE, STATE OF COLORADO, PAGE 1 .Ar_,rJ"oMMr SCHEDUI.,,E B (Requirement following are the requirements to Pavment to or for the accounE. of the fulI consideration for the est insured. Proper inst.rument (s) creating the insured must, be executed and dulv THIS COMMITMENT IS FOR INFORMATION PURSUANT HERETO. The 1. 2. THE COTINTY ADDRESSES CLERK AND RECORDERS ON DOCUMENTS SENT FOR PAGE TM 1 ) ENT our order # v]-l-l-L e complied with: e grantors or mortgagors of te or interest to be state or interest Lo be iled for record, to-wit: ONLY, AND NO POLICY WILL BE ]SSUED FFTCE REQUIRES RETURN RECORDING!! A L T ^aa o M M r r M E N T SCHEDUITE 8.2 (Exceptions) Our Order # v1111 The policy or policies to be following unless the same are the Company: issued will contain excepEions Eo the to the satisfaction of disposed of 1. St,andard Exceptions 1 E.hrough 5 printed on the cover sheet . 6. Taxes and assessments not yet due dr payable and special assessments not yeE certified to the Treasurer's office. '7. Any unpaid taxes or assessments against said land. 8. Liens for unpaid water and sewer ctrarges, if any. 9. RIGHT OF WAY FOR DITCHES OR CANALS CONSTRUCTED BY THE AIITHORITY OF THE UNITED STATES AS RESERVED IN UNITED STATES PATE}frT RECORDED NoveMbeT 17, L902, IN BOOK 48 AT PAGE 492. ]-0. RIGHT OF PROPRIETOR OF A VEIN OR LODE TO EXTRACT AND REMOVE HIS ORE THEREFROM SHOUI.,,D THE SAME BE FOI'ND TO PENETRATE OR INTERSECT THE PREMISES AS RESERVED IN IJNITED STATES PATENT RECORDED NoveTrlbEr ]-7, T902, IN BOOK 48 AT PAGE 492. ],]-. EASEMENT AS GRANTED TO UPPER EAGLE VALLEY SANITATION DISTRICT IN INSTRIJMENT RECORDED JIJNE 13 , 1,973 IN BOOK 229 AT PAGE 550 AND 551-. 12. EASEMENT AND RIGHT OF WAY FOR GORE CREEK AS IT AFFECTS SI'BJECT PROPERW. L3. PEDESTRTAN AlrD EQUESTRIAN EASEMEMT 15 FEET rN WrDTH ALONG THE SOUTHEAST BANK OF GORE CREEK AS RESERVED IN DEED RECORDED APRIL 3, 1968 IN BOOK 212 AT PAGE 537. 14. EASEMEIiT AND RIGHT OF V{AY 20 FEET [N WIDTH ALONG THE NORTHERLY SIDE OF SUBJECT PROPERTY AS RESERVED IN DEED RECORDED FEBRUARY 26, T965 IN BOOK 188 AT PAGE ]-1-3 FOR USE OF PEDESTRIANS AND EQUESTRIANS AND PERSONS USING MAIN GORE CREEK FOR FISHING PURPOSES. ] ].5. RESERVATION OF A TEN PERCEN:T NON-PARTICIPATING ROYALTY AS RESERVED IN DEED RECORDED NOVEMBER 2, ].962 IN BOOK J.66 AT PAGE 407. 16. EASEMEMTS, RESERVATIONS AND RESTRICTIONS AS SHOWN OR RESERVED ON THE FINAL PLAT OF FOREST GI,EN RECORDED AUGUSIT 19 , t992 IN BOOK 587 AT PAGE 375. ].7. TERMS, CONDTTTONS AND PROVTSTONS OF'DECLARATTON OF COVENAI\TTS, CONDTT]ONS. RESTRICTIONS AND EASEMENTS OF FOREST GLEN RECORDED AuguSL 1-9, L992 IN BOOK 587 AT PAGE 377 AND FIRST AMENDMEN1I THERETO RECORDED NOVEMBER 18, 1992 IN PAGE BOOK 594 AT PAGE 534. 'A L T ^4. o M M r r M E N T PAGE 4 SCHEDULE B-2 (Exceptions) Our Order # V1L1l- 1.8. TERMS, CONDITIONS AND PROVISIONS OX' TRENCH, CONDUIT AND VAULT AGREEMEII| RECORDED Aug:ust 18, 1992 IN BOOK 5E7 AT PAGE 345. ].9. I]NDERGROI]ND RIGHT OF WAY EASEME}ilT AS GRANTED TO HOLY CROSS ELECTRIC ASSOCTATTON, rNC. rN TNSTRIIMENT RECORDED AUGUST r-3, 1992 rN BOOK 586 AT PAGE 923. 20. AVALANCH RI'N-OUT AND BUILDING SETBACK LINE AFFECTING SI]BJECT PROPERTY AS SHOWN ON THE PLAT RECORDED AUGUST 19 , T992 IN BOOK 587 AT PAGE 376. L'A N D r O" " -' '1 '^GUARANTEEVCOMPANY DISCLOSURE STATEME}flT Required by Senate Bill 91-l-4 A) The subject real propert.y may be located in a special taxing district. . B) A Certificate of Taxes Due listing each taxi-ng jurisdiction may be obEained from t,he County Treasurer or the County Treasurer' s authorized agent . C) The informaEion regarding special districts and the boundaries of such dj-stricts may be obtained from the Board of Countsy Commissioners, the County Clerk and Recorder, or the CounEy Assessor. Reguired by Senate Bill 92-143 A) A Certificate of Taxes Due tisting each taxing jurisdiction shall be obtained from the County Treasurer or the County Treasurer' s authorized agenE,.