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Home My WebLink AboutVAIL POTATO PATCH BLOCK 1 LOT 3 PART 1 LEGALTOWN OF VAIL 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2t38 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E0l-0251 Job Address: 814 POTATO PATCH DRVAIL Status . . . : ISSUED Location.....: 814 POTATO PATCH DR Applied. . : l0l29l200l ParcelNo...: 210106301012 Issued. .: 10/30/2001 ProjectNo: Expires..: 04/28/2002 OVIINER LOGAN FAMILY TRUST L0/29/2OOL Phone: KEMI A. LOGAI'I & VICTORIA T. LOGAN TRUSTE 10 VIA PARAISO E TIBI]RON CA 94920 License; COIffiRACIOR VALLEY SERVICE ELECTRICAL INLO/29/2001 Plrone : 91O-963-I99O VAI,LEY HI TECH SYSTEMS 898 HWY 13, #101 CARBONDALE, CO 81623 I-,icense: 292-E APPIJICAIIIT VALLEY SERVICE ELECTRICAI-, INLO/29/2001- Phone: 970-963-L990 VALLEY HI TECII SYSTEMS 898 HWY 13, #101 CARBONDALE, CO 8L623 License : 292-E Desciption: ELECTzuCALFORRESIDENTIAL Valuation: $150,000.00 FEE STIMN,IARY Lo{ s 3(h \ fd^l<J,\* Tolal Permit ljee---- -9141.00 TOTAL FEES--> 5144. oo tsAlANCD DtrE--------: 90 ' 00 Aoprovals:IfEm: 06000 ELECTRICAL DEPARTMENT Eleclrical-----> 5141. oo DRB Fee----- , Investigalion-- ' Will Call.------:' L0/29/2OOL DF Item: 05600 FIRE DEPARTMEIIT Total Calculated Fees-r 9144 . OO Additional Fees---- ( 53 . 00 ) Pal,rnenls--------- ' 9141' 00 s0.00 s0.00 93.00 Action: AP CONDITIONS OF APPROVAL Cond : l" 2 (BLDG.): FIEI-'D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE' DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information requircd. 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 ofthe Town applicable thereto."f-&48- RREI; / : Z bIbb3OIOI Z- PERMIT APPLICATToN FoRM }f DATEI I 0' ) 5'Le//'/?(6bt-6@? . AppLrcATroN uusr BE FrLr,ED our coMpLETELy oR rr MAy Nor BE o""u"tii r .,t * * Jr Jr Jr * * * * * * * * * * * * ,t tr * * * * * * * * tt PERMIT fNFORMATION *********************.******** i .ri l-Building 11-ntumbing t/.1-rrectrical. g l-Mechani'cal [ ]-other- ,", Tob Nane z L.o 6 Ant r{,Af G/4 U4Stob Address:- I t'l f Ofrqfe fH fC// -ega)- DescriPtion: I-,ot Block_ Filing susorvtsroN: . ".,gl9 {1 er,+ra /47'7(il(.tqq orr-/)wners Narne:tM ''rchitect: Address: Address:Ph. ;enerar Descripti""*l- {/.., r, i* | - Ks-si/cqnr*/ o :ork class: ffj5llew [ ]-Alteration [ ]-Additional [ ]-Repair [ ]-other-t - lumber of Dwelling Units:Nurrb-er of Acconmodation tinits: fmber and Type of Fireplaces: Gas Appliances cas Logs__ Wood/Pellet * * * * * * ,r * * Jr * * * * * * * * 't * * * * ,r * * tr * * * * * * VALUATIONS ***********{*****rt***********Jr*** c 'UILDING: $ nL-- LUMBING: $ * * *** ** * trr * * **** * * * * ******* /4 lurnbing Contractor: .ddress: E LE CTRI cAr,, $ J38r_A a a_ MECP.ANICAL: f OTHER: $ TOTAL: $ echanical Contractor: ddress: * **** ****** * rr***** * *** ****t'****FOR UI.T,DING PERilIT FEE: LUMBING PERMIT FEE: ECHANICAL PERMIT FEE: LECTRICAL FEE: THER TYPE OF FEE: RB FEE: INFORMAT'ION ***rk ,(****** ****** ***tr* * * ** * Town of Vai]. Reo. NO.J.OWn Or VaIr. Xeg. NL). Phone Number: 7q "7'-tT7Z- c- Town of Vail Reg. No.2-qz:tr Phone Nrrmber: 7/< 14AO_.- Town of VaiI Reg. NO. . Phone Nuhber: _ Touir of vail Reg. No. Phone Nurnber: PLUMBING PLAN CHECX FEE: I.IECHANICAL PI,AN CHECK FEE: ,RECREATION FEE: CLEAN-UP DEPOSIT: TOTAL PERMIT FEES: BUII,DINI;: SIGNAIURE: ZONTNG: SIGNATURE: omtnenEs: VALUATION ;LEA}I IP DEPOSIT REFTIND TIO: wtBtz*7,*d^ taf i,216fu 1 Design Review Board ACTION FORM Department of Cornmunity Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2L39 fax: 97 0.479.2452 web: www.ci.vail.co,us Prcject Name: LOGAN CHANGE DRB Number: DR8040507 Project Descrifion: DELETING 11'SECTION OF ROOF STRUCTURE SINCE WE CAN NOT COVER BOILERS Participants: OWNER LOGAN FAMILYTRUST 09/2312004 PhONC: KENT A. LOGAN & VICTORIAT. LOGAN TRUSTE PO BOX 1770 VAIL co 816s8 License: APPUCANT ALLIANCE RESTORATION SERVICE09/23|2004 Phone: (970)328-4900 PO BoX 109 Eagle, Co 81631 License: CONTMCTOR ALUANCE RESTORAION SERVICE09/23|2004 Phone: PO BoX 109 Eagle, Co 81631 License: 289-A Proiect Address: 814 POTATO PATCH DR VAIL Location: 814 POTATO PATCH DR Legal Description: LoE 3 Block l Subdivision: VAIL POTATO PATCH Parcel Number: 210106301012 Comments: SEE CONDmONS BOARD/STAFF ACTIOT{ Motion By: Action: STAFFAPR Second By:vote: Date of APPrcvaE 0912312004 Conditions: 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 (P|-,AN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: 201 ! one approtail not become valid for 20 days forcwinile date of approval. C,ond: 202 Approval of this project shall lapse and become void one (1) year following the date of final approval, unles a building permit is issued and consfruction is commenced and is diligently pursued toward completion. Planner: Joe Suther DRB Fee Paidr $20.00 1, O mlnoI. Exterior Atterat}s KriffiN Application for Design Review ffi'ffi ,, ffJ,'Jffri;:'f#[1[T ff':iJ:l.,, IOi,fNNTNW, ""'7';oJo?,'ffi J],i;Jl.!;I'''0" RECEIVED SFP ? 3 ta04 TOV.COM.DEV. General Information: All projects requiring design review must receive approval prior to subhitting a building permit application. Please refer to the submittal requiremenls for.the particular approval that is requested. An application for Design Review cannot be accepted until all required information is received by the Communify 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 cons,truction commences within one year of the approval, Description of the Request: 1tA)C€ u.t€ <AN poT' r ou€A 4s1 t EAS LocationoftheProposal: Lot: 3 Block: I physicalAddress: _&L_!__J"fnro MteU___lttya parcef No.: al D /ot 3 o /'ot ^ (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) A Zoning: _K6gAepTtAL Name(s) of Owner(s): Maiting Address: l.O. Bou tt lO g 2vAtL . (e e16 f * phone: qza - 1 >/ -t/ 7O >- a Owner(s) Signature(s):AtC E Name of Applicant: Mailing Address: €A6 .s/l Phone: E-mail Address: tob(NH t,tltOrt.FaXi Cortr Plus $1.00 per square foot of total sign area. It \-,Sz T = For construction of a new building or demo/rebuild. For an addition where square footage is added to commercial building (includes 250 additions & interior For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences retaining wallt etc. For minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fences retaining w.allE etc, For revisiohs to plans already approved by Planning Staff or Design Review Board. Type of Review and Fee: tr Signs E Conceptual Review tr New Construction tr Addition E Minor Alteration ( mulU-family/commercial) E Minor Alteration (sinqle-familv/d uolex)' /'-- ty'Changes to Approved Plans tr Separation Request t,, ;(qn No Fee $6s0 $300 $2s0 $20 @ No Fee ). and and fha t of t2l04l2\l04 ll'{t******* f* a **'r*'l+t*'t***********t********:}:}***:i!t**tta*** t*!t*!t'la'******!t:}'li*dr*'i**{r*,1****:t**{r TOWN OF VAIL, COLORADO Statement '|'l *+* * *t*,t*t t*:i**!* * | ****'* ** * {r *t*t*tt *t 't +iit**'f*****'t!t*a{' * ****** '} * *{' * **'}**'}**+*** * *'t I '}***i'l* * Statetnent Number: RO40006?29 Arnount: $20.00 09/23/2OO4L2:16 PM Palment Method: Check Init: iIS Notation: #1205IALLIANCE RESTORATION SERVICES Permit No: DRB040507 Tlpe: DRB - Chg to Appr Plans ParceL No: 2101053 01012 Site Addrese: 814 POrATO PATCH DR \rAIL Location: 814 PC,:[ATO PATCH DR Total Fees: $20.00 This Payment.: $20.00 Total AIrIJ Hnt s ! $20.00Balance: $0.00 ****,|'|!* ***!t'*******l*'l ***+***{.iir*******r:}***:l**t*{.*********!ttt{.*l*{t'}****:t** ACCOTINT ITEM LIST: Account Code Descri pti on DR OO1OOOO31122OO DESIGN REVIEI.I FEES Current Pmts 20 .00 oo (t) o0 a\l oo \l<<\It\-l 3e\f\ | s$ft(\) () UJ 4= gIt)\o5\G(dv TOIA/N Or VAIL U:c .gli\. , ___^ ,\"/lEW ,, :-.CVAL \f-zs. ov \ .t,'l oo0( 1}(l, U) o o'c ul oI' 's o T' C) o q) -Qto x.= i'- ;o =6xi > i;o!&< =rtI ur oooo Eg^€sFEbXA.x : -; f\ EU bEo HciFa ot!-+,i=LX ,a dr Y i--E LJ OOA gI A (J ct X Fi-l CJzf4 2, F] F-.1__- Eo E.g.5 cr UI c{ (f)4 gllt e.r cr UJ z Q 7., Fl ^ -$q z4i, ea ts\f$st<t l-ll- o 3 )o E\Ja2 c o) dr CDc xrrl a')F () rJ-lti( v7 z l-1 c{ ru)bo c{ c{ oo -o h io lo o.F 6.^oF, ii .: H{) mOx( > i; o\.J< :s Fg^ €$ E g6 EA.= !H=r\ EU r8o#eim.iIF.+ni BEd$;fid z F U z ,-l Fl a irioo '+ s: aoo -+ z€ g UJ u, CD.sg f.Il (!c:arox lrJ rr :_.1 z eV) 14*l z Y {,o.E 3H x.=.;d =F-6 r -o' J: !) aO;i - iAo\d< ;Y '?r 9t w 0O Fg^ €s E E9!E Ed b6s #ciPq d 9Fs dE6(5$ififi l|)t! l) v) zo t'{ H(Jz Fl III il1 *tfn'rG Nsro ^r, . J -4, vrE r! c( -,, -^-----Iruu€rr L\J aruJ9t Ph:303.444,1951 Fax 303.444. I 957 s JvAt rocorPoraleo 25 Old Town Square Suite 200 ton Collins, CO a0524 Ph:970.225.9099 Fax: 970.225|6923 Datet 11/ 1o/ 07 page: o, -'...'F8y: / f) Chkd.Bv: lob No: /,/ 1(c 7 Prcie(t. LOG./-?.'.Y )HE E2 U lVA, Incorporated ;1,T:;lo WinterParL CO 80482 'Ph:970-772.7617 .Fax:giA.122,16?9 ctienr:: 2/-L /A.yc LJ. rre||mtnary O final !l!llltllt/Zltrzllls4[t^ilt u Jr^r Ir\vrPv,dr€u 25 Old Town Square Suite 200 Fort Collins, CO 8C524 Ph:970.225.9099 .Far: 970.225.6923 lJ rYAr In(orpotaled ;TTlb WinterPark,.C0 80482 Ph:970 .122.7 677 'F?!.:910.?22.7619 ,,i"n" B1a/nA/c€ O iretiminary Datei V/e"/"f page: of r 1319 SDrue Street J,,oo..o *r* Ph: 303.444.1951 Fax.n3-4.1957 ^ A'P rvyi za J Chkd.Bv: naNo: .// 2 6? ' -r,oi"a: 4?G.aa/ S,t/€ p Q Final N7-.<A,<T o/< " "7,o I/ Q-r1t-C-Et__E_A 2€ l,^t rbz- t:l (Q lrv t oRX rrttLtt't'l.tZlNN4N^il1 ,|319 Spme Sb.eet 25 Old Town Iai:J;ffi ;;,,::J;*"",'"' ffil;"i":o Pt';303.444.1951 Fort Collins, CO 60524 Winrerpark, CO 80482 project: Fa(303,444;1957 ph:970.225.9099 F+,:g10.722-i67? Fax: 97 0.225.6923 tzx gi}.122.76:ig uarci e/.-e/vf page: of O Preliminary 'f x/s ST Rct. -.r €T- lfi;f,& 0, 2[i l ',: ../, IlrlilTtZflzlllszN^il1 u Jr^r r(e! yer.(Eg ll:19 5!ruce Steet 25 Old Torn Square -Urlder, CO 80302 Suite 2OO h:303.444.1951 Fon Colins, CO 80524 Faxj303.444.1957 ph;970.225,9099 . Fax: 970.225"6923 LJ JY^! taKOrPOaateO :l,illla Wint€r Park, (O 80482 Phi 970.122.7 677 1atJ910.722.7679 pa\ei ot <--,/t -. Page; of sy: 7'?S sttt 4.srr. 66Yo' 1/217 Proiecg 0 Preliminary E tinal -3g )-.t'i l .-- ?: )€ € 4.(_./p lt, w/. I ?t/-4# -7) 1D CN _z s €a €T nl,'-.?:\t. /1?. sre€L caac€ cL4lnP. ////7 x QErro) \- a-- f /A/B 't TOWN OF VAIL ^75 S. FRONTAGE ROAD VAIL, CO 8I657 970-479-2138 ' DEPARTMENToFC'MMUN,Tt*TT.PMENT [o\.:, S\f \ ,. '-t,.^ \ 'PJ..( ., \'..\-Lr NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALTSFRBUILDPERMIT PETMit #: 904-0246 Job Address: 814 POTATO PATCH DR VAIL Status . . . : ISSUED Location.....: 814 POTATO PATCH DR Applied. . : 09/0212004 Parcel No...: 210106301012 Issued. .. : 09/27/2004 ProjectNo , ?tJ.Soq-633t Expires...: 03/26/2005 OWNER LOGAN FAMILY TRUST 09/02/2004 Phone: KENT A. I-,OGAN & VICTORIA T. IJOGAN TRUSTE PO BOX 1770 VAILco 81658 License: CONTRACTOR ALLIANCE RESTORATTON SERVICEO9 / 02 /2004 Phone: PO BoX 109Eagle, Co B 1631 License t 289-A APPI-.,ICANr ALLIANCE RESTORATION SERVICE09/02/2004 Phone: (970) 328-4900 PO BoX 109 Eag1e, Co 816 31 License: Description: INSTALL SHED ROOF STRUCTURE WTTH OPEN WALIJS TO COVER MECHANICAL EQUIPMENT AT REAR OF BUILDING. FREESTANDING ROOF STRUCTURE. Occupancy: R3,Ul TypeConstruction: VN TypeVNon-Rated Valuation: 57.840.00 Add So Ft: 0 # ofGas Appliances: 0 # ofGas Logs: 0 # of Wood Pellet: 0 FEE SUMMARY t.+'rr'1.:|r**)r'rt***:rr*:t)**'***r:t.*t *'*:t.]*,i.**:tt**.***r.:r.:i*'rr.r*r:r.****xr Building----> 5153-25 Restuarant Plan Review--> 50.00 Tobl Calculaled Fees-> 5255.86 Plan Check--> S99 . 61 DRB Fee--------::-> S0 . 00 Additional Fees-----> S0 . 00 Investigation-> SO. O0 Recrqation Fee-------------> $0.00 Total Pennit Fee--:-> 5255. 86 Will Call----> S3 . OO Clean-up Deposit------> $0. O0 Payments--------------> $255.86 TOTAL FEES-------------> Szss.85 BALANCE DUE--------> S0.00 Approvals: Ttem: 05100 BUILDING DEPARTMENT 09/21 /2004 cdavis Action: AP Revisions aPProved showing that shed roof is bej-ng reduced. Subject to field .i *^*^^r.i ^-II!DI,,CL L I \JIIItem: 05400 PI-,ANNING DEPARTMENT 09/02/2004 JS Action: AP Iten: 05600 FIRE DEPARTMENTItem: 05500 PUBLIC WORKS Fireplace Information: Restricted: Y ** r' *r.,i *,trtt *,1* ** ** ** *r.ti *,** *,1.:|* See page 2 of this Document for any conditions that may apply to this permit. r.:* t*,1*,r **r. t a**,|*:t* t:t *,1l:ta 'tl' ar*t *,**i ** rt* l|*t *li *:L:*,* * * 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 zubdivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOLJR HOLJRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATTJRE OF OWNEROR I ^v PAGE2 **:t**:t*:***:t|**:i**'}**:|*:l:tl*'t|!t+'t't*'t**:*,}:|tt'it*!t+!t***'t***t:t***'t****:t:tt**:}:t'}:t*:}!f|'t*!t!t+'t* CONDITIONS OF APPROVAL Permit #: B,044246 asof 09-27-2004 Status: ISSUED :t,|t'i'}'|'t'|t'i*'|t,tt'|t*,t*'}*'t*!**'}'t*{.*{t{.*'|t*{t't**'t**+'f+tl'i*'l.*{.{.,|t:|t******** PermitType: ADD/ALT SFRBUILD PERMIT Applied: 09/0212004 Applicanfi ALLIANCERESTORATIONSERVICES,INC. Iszued: 09/27120M (970)3284900 To Expire: 03/2612005 Job Address: 814 POTATO PATCH DR VAIL l-ocation: 814 POTATO PATCH DR ParcelNo: 210106301012 Description: INSTALL SHED ROOF STRUCTIJRE WITH OPEN WALLS TO COVER MECHANICAL EQUIPMENT AT REAR OF BUILDING. FREESTANDING ROOF STRUCTTJRE. {t{.'}!*'l,}:t'}'t't'*'|***'}:t!t*!t**'t|**!i't*'i'tt*{.*'i't*'t!*'t't*!t.'}'}l'}'t**Conditions:|********** Cond:12 @LDG.): FIELD INSPECTIONS ARE REQLTIRED TO CHECK FOR CODE COMPLIANCE. -tt TOWNOFVAIL, COLORADO Statement *******t*++*rl'********+***+*++************++***t*'i!t'|l*'t't'l*++++++*******************+++*a+++*+t Amount : 5255 .86 09 /27 /2004O2 228 Pr"IInit: LTNotation: Alliance ,/ StatemenE Numlcer: R040006760 Palment Method: Check ck# 1213 Permit. No: BO4-O245 Tlt)e: ADD/ALT SFR BUfL,D PERMIT Parcel No: 2101063 0l- 012Site Address: 814 POTATO PATCH DR VAILLocaLion: 814 POTATO PATCH DR Total Fees: This Payment.:$255.86 $2s5.86 lzf,f,.6oTot.al ALL RnEs:Balance: $0 . 00 *+*t* * ******* **** ********************* ********** ************* * * * ** * 'N! {' {' * * * * * * * * * * * * * ** + * + **{.* ACCOIINT ITEM LIST: Account. Code Descript.ion Current Pmts BP 00100003111100 PF 00100003112300 wc 00100003112800 BUILDING PERMIT FEES PLAN CHECK FEES WILL CALL INSPECTION FEE 153.25 99 .6L 3.00 B UNSIGNED Permit #: ERMIT NWtl0FYt Sed , Mechanical' etc'! 75 S. Frontage Rd. Vail, Colorado 81657 APPLICATION NOT BE ACCEPTED IF INCOMPLETE o OR o WILL tl 4 - ozvb CONTRACTOR INFORMATION h.rupr ErE REvtstoNs EVALUATTONS FOR BUIL9ING PERMIT (Labor oRfGTNALAMoUv:E ll kq0 REVISEDELECTRICAL:$ ?**,"roor"r*,5 4ttt,ny' - '|tAr,.r. nilrsEoru.lruerNc,s ' lU REVTSEDMECHANICAL: S @ tAE For Parcel # Contact Assessors Office at 970428'!9n or vE!! ***s*r***t***ff*t**t**t*i*tt*i****t*FoR oFFlcE usE oNlYr*****t*t***t*t****i*tlt******t****i* Job Address: *, , Pornr eJob Name: L o rtAil sr\ucru Subdivision: PnT4'7-/) r' ITZ rddition[J Remodel ( ) R"p"it( ) D"to( ) Oth' Do"r "n EHU exist at this location: Yes ( ) No Work Type: Interior ( ) Exterior ft) Both ( ) u[i-family ( ) Cornrn"tti"l ( ) R"tt""tnt ( ) No. of Accommodation Units in this building: P',No. of Existing Dwelling Units in this building: cas Loqs ( ) wooqPg!!9!1_l&g GasLoqs( ) WooO/Pellet( ) WoodBut FtUsers\cdev\FoRMS\PERM|Ts\Revised Bldg permit'doc 081041?004 o TION WILL o ,ffi1 75 S. Frontage Rd. Vail, Golorado 81657 APPLICA NOT BE ACCEPTED IF INCOMPLETE OR UNS CONTRACTOR INFORMANON COMPLETE VALUATIONS FOR BUTLDING Project #: Building Permit #: , etc,l General Contractor: Auqexef Atsroe*ncr.l Town of Vail Reg. No.:z8t^ A Contact and Phone #'s: Roo Faoo,ck., q7o -3zg - |tooEtffit"s--Cq b S o ql\,q,.cc' c,em Contractor Signature: = ---PERMIT & Materlals BUTLpING $ 1t1,,g?i . o,ELECTRICAL: $OTHER: $ PLUMBING: $MECHANICAL: $TOTAL: $ For Parcel # Contact Assessorc Ofifice at 970-328-8640 or visit tr***trt**t*rt**tt*ffirr*ft**r**FoR OFFICE USE ONLyr**ffi*ffir**r**r*:}r|****r*ri*r efolD6 3ot6t2- Job Name: Lx*^l (,Esoe rrlt - Eovn Rd Job Address:tt4 po., Subdivision: PEfnfO €A.Y6d Address: l3l I Srauca s-, B*tD61<. .o Phone: 363 - *q\-rl of work: )WSft'c SHEPASNI ftT U€aF G. \t!+ 'aP€rJ \rq'- 1-t\ F\t areN \Jr q Lr-"> Tbfs.r\\_Dr6\6- F2€€ 574* Ottt6 WorkClass: New() tugh_QQ_R"modet ( ) Repair( ) Demo( ) Other( ) Work Type: Interior ( ) Exerior (),) Both ( )Does an EHU exist at this location: Yes ( ) No ( ) Tyne ofBlds.: single'famiry ()l Two-famiry ( ) Murti-famiry ( ) commerciar ( ) R.stauranr ( )other( ) No. of Existing Dwetling Units in this buitding:No. of Accommodation Units in this building: : Gas Appliances ( ) Gas Logs ( ) Wood/pellet ( ) Wood Bum Gas Logs ( ) Wood/Pettet ( ) Wood Burnins (NOT ALLOWED Does a Fire Alarm Exist yes Does a Fire Sprinkler Syiiem Exist.. yes RECEIVED oao3nw ;l FlUsers\cdev{FORMS\pERMtTS\BLDGpERM.DOC a Design Review Board TOI4'N# Project Name: LOGAN ROOF Project Description: ACTION FORM Deparbnent of Cornmunity Development 75 Sorrth Frontage Roa4 vail, Colorado 81657 tef 970.479.2L39 fax: 970.479.2452 web: www,ci.vail.co.us DRB Number: DRB040,145 Location: INSTALL SHED ROOF STRUCTURE WITH OPEN WALIS TO COVER MECHANICAL EQUIPMENT AT REAR OF BUILDING, FREESTANDING ROOF STRUCTURE. Pafticipants: OWNER LOGAN FAMILYTRUST 0812712004 Phone: KENT A. LOGAN &VICTOruAT. LOGAN TRUSTE PO BOX 1770 VAIL co 816s8 License: APPUCANT ALLIANCE RESTOMTION SERVICE0S/222004 Phone: (970)328-4900 PO BoX 109 Eagle, Co 81631 License: CONTMCTOR ALUANCE RESTOMTION SERVICE0S/222004 Phone: PO BoX 109 Eagle, Co 81631 License: 289-A 814 POTATO PATCH DR VAILPrcject Addrcss: 814 POTATO PATCH DR Legal Description: Parcel ilumber: Comments: Lot: 3 Block: l Subdivision: VAIL POTATO PATCH 210106301012 SEE CONDMONS Motaon By: Second By; Vote: Gonditions: BOARD/STAFF ACTIOI{ Action: STAFFAPR Date of APProvalt O9 lOIl 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 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. OnO: ZOf O DRB apprcval shall not become valid for 20 days following the dabe of approval. Cond:202 Approwl of this project shall lapse and become roid one (1) year following the date1 of final approval, unless a buiEing permit is lssued and construction is commenced and is diligendy pursued toward completion. ' Planner: Joe Suther DRB Fee Paid: $20.00 o I ffi?{m*ru,t#=- TOIMV ETW ter:e.7oa7e'213e."5L1'*fl''*" Parcel No.: Zl O \O t, J ot et Z (Contact Eagle Co. Assessor at 970-328-8640 for parcel no.) Zoning: P.f'ro e*r,o,- Yf Name(s) of Owner(s): Mailins Address: Q, o , Dof. I l-] O ,l^tl*tJgraHfc'E lv E D ltl 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 ior Design Review cannot be accepted until all required informauon is received by the Community Development Departrnent. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design review approval lapses untess a building permit is issued and construction commences within one year of the approval, Locationoftheproposal: Lot:3 Block: I subdivislon: ParArb D*rCh\ Physical Address: Description of the Request: Vfttu c.> 8I."58 Phone: Owner(s) Signature(s): Mailing Address:F*eue- c 8lL 5t E-mail Address: Cob€ O qt Type of Review and Fee: tr Signs E Concepfual Review D New Consbuctiontr Addition E Minor Alteration (rylti-fam ily/commercial) tV Minor Alteration (single-fa mily/duplex) tr Changes to Approved Plans tr Separation Request Name of Applicant: $s0 No Fee $6s0 $300 $2so @ $20 No Fee Phone:Qto - 32E - <{ 1so \q^c.c,fegv4 lcN Faxl 97o- 32A - l7o? rc\ilt{ oF v4lL Plus 91.00 persquare footof total:isUEEl^' r nr-r,-rl[\l! For construction of a new Ou,'OtrlorSJAr,i:it'\For an addition *n",. ,q,u'..1iolt"u9i}Kil=#.E ar@$entiar or \ $i+Hcommercial building (includ rerooflng, painting, wind retaining walls, etc. For minor changes to buildings and site impr nts, such as, reroofing, painting, window additions, landscaping, fences and retaining w"lls, etc. For revisions to plans already approved by Planning Slaff or the Desion Review Board. AlurnNcL Rgsra5rz,".stont , (!r! Page 1 of LZl04l2B/04 Buildinq Materials PROPOSED MATERIAI.5 Tvoe of Material Roof Siding Other Wall Materials Fascia Soffits Wndows Window Trim Doors Door Trim Hand or Deck Rails Flues flashing Chimneys Trash Enclosures Greenhouses Retaining Wdls Exterior Lighting Other tlN\l,r 'l rl tt\ r,\- A't ArN-t<E*.- f4bfxl- C,c'\.\)l,..N S ^4tr AL 3kr.l.,vL - f#u,ge^'J t ;^'12ts- ri lf,. \, \'(FY 0garn\ "l/* N/o. ^r- I Dr(oqsN gaa,N rO "-&€il. Notes: ,lx\ll or/n "l /x t r/o" Color r"r6rnu tutsltt*O &d:€lNa cd-o& Please speciff the manufacfi.rre/s name, the color nbme and number and attach a color chip. PROPOSED LANDSCAPING Botanical Name Common Name OuantiW Size PROPOSED TREES AND SHRUBS EXISTING TREES TO BE REMOVED Minimum Requirements for Landscaping: Deciduous Trees - 2" Caliper Coniferous Trees - 6'in height ,Shrubs - 5 Gal. :Tvoe Square Footaqe GROUND COVER soD SEED IRRIGANON TYPE OF EROSION CONTROL Please specify other landscape feahrres (i.e. retaining walls, fences, swimming pools, etc.) ALLTAN.E aoto*'on Construction and Restoration Semces 824 E. Chambers Ave., Unit 86 P.O. Box 109 Eagle, Colorado 8163 I Phone: (970) 328-4900 RIGHT 2 FRONT LOGAN RESIDENCE TOV 06,n8t2004 Photo of existing equipment locatron. 06t28t2004 Existing metal roof shingles at roof above new shed roof structure. New roof metal shingles to match existing. 08/25/2004 Page: 4 ALLTANCE .R,o*ot,o* Construction and Restoratlon Serv'rces It24 Ii. Chambers Avc., (Jnit I16 I'.O. llor 109 lraglc. Colorado [i 163 I I'hons: (970) 328-49(Xi iltoNl' I-OGAN RIiSII)IINCU lOV \)8t21/2004 Sample ol'matching mctal rool'shtnglo on top of existing rool. tllt/25l201)-{ Pagc: 5 ALLTAN." S*"o*rIoN Constuction and Restoration Services 824 E. Chsnbers Ave., Unit 86 P.O. Box 109 Eaglq Colorado 81631 Phone: (970) 328-4900 SCO?F- CF UDlzK Type of Estimate: CONSTRUCTION Client I(ENTLOGAN Property: 815 POTATO PATCH DRM VAIL,CO 81658 Home: (970)476-1170 Operaton: ROBF Esimaror: ROBFADDICK Price List: COPG,2S4B Restoratior/Service/Remodel with Service Charges Factored In Estimate: LOGAN RESIDENCE TOV LOGAIT RDSIDENCE - DQTIIPMDNT ROOF KENTINGAI\I 815 POTATO PATCH DRTVE vArLco81658 The enclosed estimate for the EQLIIPMENT ROOF is based upon verbal conversations with Keirt Logan and Rick Caudel on 612312W4. Pricing is based upcr matching currcnt finishes in adjacent spaoes. Erchrsions: Scope of work is per instructions. Please note any exclusions in line ite'm details. Estimate contains complete scope of work. Line iterns detail specific scope and quantity. Please oall with any questions or concerns. Thank you. Rob Faddick hoject Manager ALLIANCE CORPORATION (970)3284900(office) (866)882-7930(tollFree) 328-7708 904-0276 (mobile ALLTAN.E "o?o*rtonConsruction and Resttratiorr Services 824 E. Chambers Ave., Unit 86 P.O. Box 109 Eagle, Colorado 8 1 63 I Phone: (970) 328-4900 LOGAN_RESIDENCE-TOV Ext EquiP Cv Room: Equipment T I I r 11' llt -€rdrEr€di$r'------J e 11' .--------------1 I Si.d ndt ra .tm rrYh..ndrn dt 66.67 SF Walls 272.00 SF Walls & Ceiling 22.81 SY Flooring 100.00 LF Ceil. Perimeter 205.33 SF Ceiling 205-33 SFFloor 100.00 LF Floor Perimeter Permit I Professional Engineer - per hour 12 Review existing slab stucture for post placement and design new sfucture per requlrements' Column - 4" sq. tube Beam - microlm - | 314" xll 718" 2" x 12' lumber - treated (2 BF per LF) Roof Joists X-bracing - 5/16" galvanized cable Column base plate Fasteners Scaffolding - sections for steel erectioulrelding GP DensDeck panels Sheathing - plpvood - 3/4" Ice & water shield Copper shingles Copper flashings Roofpanel - 7/8" rib Ribbed panels installed on underside of rmf structure. Installed to give finished look at underside ofroof- 60 100 JSTLF: 156 6 I J c*1.4 c*|.4 c* 1.4 c*1.4i100 PC c*1.4 t.00EA l2.00HR 60.00 LF 100.00 LF 376.00 LF 156.00 LF 6.00 EA l.00EA 3.00 EA 287.47 SF 287.47 SF 287.47 SF 2,87 SQ 100.00 LF 287.47 SF 287.47 SF 170.40 LF 6.00 EA 248.00 SF 8.00 HR 60.00 HR Prime & paint metsl roof panels Prime & paint post, 4" to 6" Haul debris - per truok load - including dump fees Mask or cover per squre fmt Cover and protect exterior planting areas and walkways. Project Manager Pmject Manager fee inoludes permit drawings and design/build time. Superintendent c{'1.4 108+62.4 6 248 8 60 On-site project super-vision. Hows based on 4 hours per day for | 5 working days. If Orrner requires fiil time supervision the fee will be adjusted accordingly. NOTES: LOGAN RESIDENCE TOV 0812512004 Page: 2 Eo c.l @ o Eu'rgo Town of Vail qt $Ioc( \b f, \$ l- a }. \ \ \lq< f, F\):) 4r F \t\ EIt\ \3 ) )o E \r.!4z IaF $ F -9s e tL a r!rir k Bnl D 5 E F1 E 6 $e ? € o cr UJ x UJ 4z ! E 'r: c. ci { :l i': ::: -!! -; 5 |.: u-|'6 :t l! TF F I I7 v) -tv J lg e P -Q.o +i oi =6Y{ > iAO\,v< =Y2 ,!, oo oox tt oc{65^Er'1d trX i:A.9 E=€X3^ x.Q9.-r. o r-., -.b .,i n ,r q, 5S3,Sf 6 cfrrl Pr. I r'l z 1 FlFl RECEIVED stP 2 3 2004 TOV.COM.DEV. EE$ F 3:1" >9 '=;i) e d! $;x otx6 €sa 0.: o 3ET9.--lt 'li= o ..3;Eegssi'3-65 a:- o!c'il >.b€: g aa F ti (l E ;llr ',i n E E- oltl otrIA ( og gl .9, ql ttc eg rct't ot ru o F-{--.----------- $t 5c,1! ,0t ------l o (\l i[ s (N (\ d) uJ . -orr\ >) >---y r__f o E .EEodt CD€I:t6 CDc .E rll oo &* E.EE5 $t Eaja €oo Eg^€$ €E:5t .b r,i CQ .c ii .HS:FE cl lrl o h ,rl'Oz u) &, z .< z H Eol{il rd(Jz Fl FI $A E €:ul $o H ;.,1()zlrlect)trl&, z X g trloc ==ao TDc,E g ut +z€ 4tI E* .E.EFP 5$ e$ E$i$g Br{ Ev) 2 tr frIfr 8 rf,Uz j TilIMZNN^Z Silr O JVA. fEeoraEd I,lmn frr 303.444.1951 F?D(3o3.444.1 7 D JVA.IncoDontod ,.o.*rrrrf 79050 US Hwy 40 Wint€r ParK CO 80482 Ph 970.722.7617 FaL 970.722.7679 O JVA. IncoryoraH 25 Old Town Squa,e Suite 200 Fort Collins, CO 80524 Ph: 970.225.9099 Fax:,970.2256923 8/eo/oarase: or 77s a,kd.By:- nano, /./ 2 67,*i"o,2oeiV-877 ctioft 2lL /.?.ttc€ tr Preliminary D final Dete: By: AUO a /. oqfS ' €:R oo ..t, I P :t/;1 T (- €c 2 0 zmtt herua ly Fr Eix t s-r * ,1,/unB€4.(e=/?o' \t I '.\r I)//u') i/n'€/lt/a^t Lt)tz- o 'n/ N,7 1La sT€ Otn€)sto.,s', BY i4opf'R IIINZZNNZNZNilI tr JvA, hcorporacd lrttto.oso*, -Boulder CO 80302 ft|: 303..s14.1951 Fax 303.4U.195/ O JVA, Incoryorated 25 Old Tor'r'n Square Suite 200 tortCollinr CO 80524 Ph: 970.225.9099 Fax 970-225.6923 D JVA. ln(oDorated eo aoxraof 79050 US H,ry 40 Wnter Park, C0 80482 Ph:970.722.1677 Eax: 9'10.722-7679 Page: ot tr tinrl By: 7fS ,hkd.By:_ tab$ot //2 69 t,oi.a' 1-oGna/ SH€ P o",ft Aac/.?ilc€ D Preliminary I I I 'a'u4 .o:#:ffii IIIIIM.UN -rv^'.ormaeo NZNZSiiitO . =.;*- -.;-. Fac 303..!14.19t 0 JVA. Incorporated 25 Old Town Square Suite 200 Fon Collinr CO 80524 Ph:970.225.9099 Fax:970.225.6923 "l"iiJ;ff' 79050 US Hwy 40 Winrer Pa*, CO 80482 F^: 970.722.767'1 tax:. 910.722.1619 Page: otDatc: By: 7?5 chkd.By, nano, // 267 ,-i"o, 4oG n rY SH€o CIi"'*' PCC|DilC€ Cl Picliminary O Final frFT€RS €nRt, UtJZ& (. tr ^/A.InorFrfrdlstsso,oto*v Boddei CO 80302 Ptr: S3.4/9.195'l FaK 303.444.1 957 O JVA. IncorDoEtcd eo eoxrsef 79050 US Hwy 40 Wint€r Park, CO 80482 Ph: 970.722.1677 Fax: 970.722.1679 0 JVA. Inco rporated Z5 UIO lo\ivn )quare Suite 200 Fon Collins, CO 80524 Ph:970.225.9099 Fax:970.225.6923 o.n E/29/22-Pase: or By: 7PS chkd.sy; - nano; '1/2L7 fiole<: f-O ctn,nrt lrza /4 ,!c{ tr Prcliminary tr Final '--l I I I I Co anTRBcToe ls sF./c€ B€4 17 C6^t f€ R- 4ocJ. Runt fAQ.uGtl , : : i ;fz o< o 4ToeJ rr.tf , 41 (', . - B€4fl 4-3E"# ,Hr?r, Bocrs -@::?)-N€1D€O STE€ L Bucx€r x tl. )trvt/ 2" BtoTrPn fr-i +" s tie fr's' ia"o GPzv sl€€c C/18C€ att + BRAC€ D €5, X. 5l l i C178L€ cLArnPS fr.- 3t * (o"^iG'i I I j .l l I i *'w #A) ;trYai,'i't-ttt.$ S€C T/ON B **l********'|{' i"a'}'}{r*******:}t*'3:t't*t{t*'at}*'}****a*:t**f,****'t************************l+rl****'}'l tl*'t,l r TOWNOFVAIL, COLORADO Statement | **'f***********ittla****a**t*****tl.**********t*ti*it{:r***t****,!a***:***{.***l{'{'*'l"t*********il:lr*I. Statement tiltrnber ! R040005521 Amount: $20.00 08/27 /2OO471 :07 All 1 Payment Method: Check Init: iIS Notsation: #1193/Ar,r,rAI\ICE RBSTORATION SERVICES Permit No: DRBO4O445 Type: DRB-Minor A1t, SrR/DUP Parce1 No: 2101063 01012 Site AddreEe: 8x4 PqTATO PATCH DR VAIIJ Locati.on: 814 POTATO PATCH DR Total FeeE: S2o. oo TbiE Pa)rment: $20.00 Total ALL Pmts: $20.00 Balance: $0.00 {r*lr'},},}* *:t**{r't*ir*{r't**+****+***'t***t**t**'tt*{'{r't't{rt****:t**** **'}*lfil ***+ ****lt * {t * ** 'f **** ****{' *:l * * ACCOUNT ITEM LIST; Account Code Descriotion Cunrent Pmts DR 00i00003112200 DESIGN REVIEIIJ FEES 20.00 1ZlUr,/ZUU4 SU.t\ V: U6 ljAI 30S4441957 TO: Rob Faddick FIBM: Alliance Corp, FAX NO.: 1-970-328-7708 FAX cov R DATE DecemberS,2004 JOB NO. 11269 PROJECT, Log"n R"rid";- - U JVA, Incorporaled 1319 Spruc€ Stfeat Boulder, CO 80302 Ph: 303.444.1951 Fax: 303.444,1957 @ oorzoor Web site: www.rveiva.com E-mail: Info@jvaiva.com On the north and south taces, it appears that steel cable x-braces can still be Installed as we specified. As you and I have discussed, usjng 3/16" diameter stainless sleel aircralt cable is acceptable at these locations. On the east end' one.3xgx3/1 6 single diagonal angle brace shall be installed. The angle shall be welded to the gusset plate or to the column at the top of the northeast column and shall be sloped down to the lowest possible point thai it can be attached top the southeast column without interfering with the mechanical equipment, The angle itrall Ue field welded using 3/16" fillet welds at each end. No brace cari be installed at the west end due to t-he equipment. This is FROM:Tom Skinner TOTAL PAGES:'l ,including this covsr sh6et lf you do not receive all pages or th€y ars lllegible, plEase contact the sendor by phon€. Thank you. REMARKS: Rob, The steel frame for the mechanical equipment shed roof at the Logan Residence was field modilied from our drawings, e1iminating the east half of the roof. Now, due to the equipment locations, it is not possible to install lhe bracing on four sides as we indicated. We have made a visit to the site and recommend the ?ollowing modifications lo the bracing be made: acceptable. / |II. .( hLt{oll hll'u/I)U I I lv T hom as Skinnsr, PE Cooies to: 12-21-2404 6.47 am Requested Inspect Date: Tuesday. December 2t, ?0n4 Inspectlon Arer:. CD Slb Address: 8'l4 POTATO PATCH DR Vn lL 814 POTAfO PATCH DR A/PrD lnbrma6on Aclhritv: Const Tw6. Oriier: Applbant: Contaclor: DaccrlPdon: 80+0246 Type: A-BUILD occupaircy: LOGAN F-AIIU-Y TRUST ALLIAI{CE RESTORATIOII SERVICES, lt\tC ATLTAI.ICE RESTORATPN SERVEES. IT.IC. Sr.rb Tvoe: ASFR U'se: VN Phone: t970)32&4€[O Slalus; ISSUED Insp Arsa: CD comm.lll: Cornm€nl: Commont: IIISTALL SHED ROOF STRUCTURE WITH OPEN WALLS TO COVER MECHANICAL EoUIPMENT AT REAR OF zuILD$IG. FREESTAiIDI$G ROOF STRT'CTURE. REVISNNS SUBT'ITTEO AND ROIJTEO TO CH^RL'E DAVIS . JSUTHER ROIJTED TO CHARLIE OAV'IS - JSUTHER NEED I/ERE INFO ON EX|SITI.IG BOILER CONTRACTOR NOT1FIEO 9/1 Revlslorrs r€chved rnd aFpror/€d addresslng lhe hsues - CDAUS Reouesbd lnsoecdon(sl Itemt Requ€stof: Cordrn€nls: Aseioned To:- Actiql: Insp€c6on HlstorY 90 BLDG+hal AtLl'AtlCE RESTORATION SERVICES. lNC. wlllcall90+661 JMONDRAGON Tifils Erp: 'p Item: 534 PLAN - FINAL CrO Requeslor: ALtlAtrCE RESTORAnON SERVICES. hlc. Coniments: rlll coll 90+6061 Asshned To: MGEhft'fETT- Actlon: Ttme Exp: - lbor: llsm: It m: tt€m: 30 BLDC'-Ftomirio 70 BLDGl.Mlsc. - 90 BLDG-Final 534 eUryv .r|N aC:/O IV Entered By: DGOLDEN K Id: 2673REPT].3i Run O '1"2-fl2A04 lnspection Request Reporting VAIL. CO: TOWN OF Dan,r 1O 6:52 am AIP/D lniormaflon Requested Inspect Date: Wednesday, December 22,2004' Inspeddon Area: GCD Slte Addres!: 44S5 MEADOW DR vAlL TIMBER FALLS CONDOS fJ'03 Aclhdty: Coarct Tvoa: Oiv'rier: Appll€nt: Cofikaclor: Og3crlptlon: fro+Ozog T!'p€: &MECH M r-rcHEsrER.cnnfffffi*em. -rr RODHALI COMPANY ROD I-IALL COII'PANY subrffi. Ar{r Phone: 30$777-7700 Pfione: 30$777-7700 Stetus. lg.gUED lnsp Ar€a: GCD COi.$/ERT WOOD TO GAS INSEFIT. MENDOTA }3O,3O.OOO BTU'S WAFNOCK HERSEY CGAAGA/ANSUSTD Requesbd Inspecfion{sl Item: 390 MECH-Flnsl Requeslor: RODHALL COMPANY ComrFnE: for access 39S96t&{ AsslglpdTo: COAVIS ACIDI!: Req{rested Tlme: 08:00 AM- Phone. fiT777 77OO -or- 39O. 9664 Ent€r€d BY. DGOLDEN K Tirne Exp. !nsp€cdon-tl!S!g!( nem: AX) MECI-l-Ror/oh Item: 310 MECFT-ldnolicm: 315 PLMBG'S PlDlno n€m: tr20 MECH-Erhsubt $loods ]lem: 33O MECH-Supply Alr It€m: 34) MECl.l-lUbc. Item: 390 ITECH-Flnal v RSPT:.31 Run Id: 2677 oo oo Design Review Board ACTION FORM Deparfnent of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.2t39 fax: 970.479.2452 web: www.ci.vail.co.us Project Name: Logan Residence DRB Number: DR8020078 Project Description: change in driveway configuraUon Pafticipants: OWNER LOGAN FAMILYTRUST 04/03/2002 Phone: KENTA. LOGAN &VICTORIA T. LOGAN TRUSTE 10 VIA PAMISO E IBURON CA 94920 License: APPUCANT Segerberg Mayhew &Assoc 0410312002 Phonq 303{23-3355 1617 Wazee St. Denver, CO Jlukach@smarchs.com 80202 License: CONTRACTOR R.A. NELSON & ASSOCIATES, INM/03/2002 Phone: P. O. DMWER 54OO AVON, CO 81620 License: 170-A Prcject Address: 814 POTATO PATCH DR VAIL l-ocation: 814 POTATO PATCH DR Legal Description: lot: 3 Block 1 Subdivision: VAIL POTATO PATCH Parcel Number: 210106301012 Comments: BOARD/STAFF ACTION Motion By: Action: SIAFFAPR Second By: Vote: DateofApprovaL 0412912402 Conditions: 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 (PLAN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to construction activities. Cond: CON0005264 Grades must be returned to 2:1 oo Planner: Allison Ochs oo DRB Fee Paid: $2O.OO T-216 P.sszls[? F-361Apr-!Z-2002 0l :3gP||l F rom- one ter of lfre atDrffit- De*qlFtsonaf UreR€qucE RevLse the Application for Design Review .- FT$.S "f Gmmunlry F,etoPrrteht/5 lb.tttt^FDnbge Raad, Vail, @to12i6 91557E,; 92r.4792139 Er: 92D.479.2af2 n€0.- $nvlr.Ci.rr6iL6qu9 General lnfurrnation: *ffi-111'[o,dsgn rwftw,rrus rrci,/e appnh,at rg9.th" lbtttttbl diffi",ttr for flre a:rrrzrrr:, .-jP, t*lTEF"g a, building pcrnlt atdrcadon. neese*33* *[tnar-'.q,Hnffi;Ififfitlliffrisr b srbrnittlng a brrildino p€rntt ardrcauon. neesc 3TT b acept.d-L"E ;tt"r.nurrEd hturh,ri-- ,^ -:,.3 lhat is |c+te#d. an aiprtcarilnT*-e;lr; fit!!ltT De acepted ungtr- .n-i-- 'q ""r PquEUr"r EDDrDvl| otat is tcqoe#d. an a9ptr<adon t* pgtr; i.ffierue* mai;6;j; eHrffiPnHX 'iir"s uy G a-imilit"i?-e,r=,,. Epa,rnenr rheffi ,g,...ffi htrffi f$ffiH-Ffr:-b,ry'qHfl"",tH!trffi ,,ffi ffi.#F r *r!er.;F.'ht; 's'EwECI cY ule tou'n Guncl_etd-or the_Hannhf eno rrnail-me#-'6;-,"txoneterof lfreaD'-.at- Fer unlesr a lor'ldr-ng Demtit is';a';;il;;tilon ornnrsrer wlthin location Phh{ql AddrEssr J14 pote.to Patch, VaiI Colorado 2I0105301-012FudXo.l (GDtact Eagle Ca. Aec<cor at 97o*32g€c{o for paret rto-)bring:- Primary / 'Sec Name{r) cf Owns(s)r llatlingAddtersrail, colorEE Phone: F r''t tr $so No fte g6s f300 s2s0 fao $zo No fue BUC 91.00 pr qugr€ fEotof Et sign area- H:ggf of a nanbuildirp orderq/rrbufict. 113 !91ryq wherc square_noge is;iidrd-;Eny rctsenthl oramrE tbl buitding firdrrdes Xo aaOUn, g-ncr#'Lil *n l.rtr rninor durE€s trr buildines eod_s|c lnprorr*r_Llrl *, =gT, qatdtins, u,rnooi aacrG, ffi;;;:;"ces arrdrEEinIrEwaG,G. fur tnhor dra|rgEs to brdHtngs and.site hprwenrenq, grdt a+g;1!nc, FrtEne. wrnaoi eddifions, -,.-rsEii,ii,*E *= .*reE narE lvalls, Cnc- sffiitB"gtr atreacrv aPFrD\d bv Ptannias sff & 6c E I l/ E 0 APR 0 3 2002 \/-------.._lllll- X om€(s)ggnenra(s)! iamedAppnenb Hailing /lddresei v FmailAddrrq TypeofR€vie$rrnd Fee:tr S|gnstr Cor<nptel ReuiEr, E Hff*-* tr HirsAlterdon (nu[r.Ern[y/ormcr<bl) laiwatErafiofr (shgte€rnily/d.d€{) o|aqcsbApprrved Haos SepanUon Reque$ Wezee:;Street ***** +**t:1.* ******* * * *t+{r * * *+ * * + * * *,} * * * * * * * * + * *******{. ***** * ** * *'l * * * * * * * + * * * * * * * * * * * * * * * * + * + * TOWN OF VAIL, COLORADO Statement 't*+ *+t+** ******** * ++ * + + ** * {. * ** {. * * ** * * * ********* * ****{.* * * * + * * + * * + * * * * * * * * ** *+* ***:}'} *{.******** Statement Number: Rooooo2lo0 Anount: $20.00 04/03/20o2o3:51 PM Payment Method: Check fnits: .fAR NotaEion: 12521 Segerberg Mayhew & Assoc, Permit. No: DRB02OO?8 T)4)e: DRB-Minor Alt,SFR/DUP Parcel No: 210106301012 SiIe Address: 814 POTATO PATCH DR VAII, Location: 814 POTATO PATCH DR Total Fees: $20.00 This Payment: $20.00 Tota1 ALL Prnt.s: $20.00 Balance: $0.00 * * * *,* ** * * ** * * * ** * * +* * * * ** {. * * +* ** * ** * * * t* + * + +** * * * ** *,1. 't * ** + *:} r} * * * * * * * * t * + + * + * * * * * * * *,} * * * * * * * * ACCOUNTITEM LIST: Account Code Description Current Pmts DR OO1OOOO31122OO DESIGN REVIEI,I FEES 20.00 Design Review Board ACTION FORM Departnent of Community Development 75 Souh frontage Road, VaiL Colorado 81657 tel: 970.4D.2139 f ax 97 0.479'2452 web: www.ci.vail.co.us ProJect Name: Logan Residence Gallery DRB Number: DRB010207 Projcct Descrlptlon: TemPorary site development sign Participants: OWNER LOGAN FAMILY TRUST 0712012001 Phone: KENT A. LOGAN & VIfiORIA T. LOGAN TRUSTE 10 VIA PARAISO E TIBURON CA 94920 Llnnse: APPLICANT R.A. NELSON & ASSOCIA-IES, lN07 l20l2u0l Phone: 970-9219-5 152 P. O. DRAWER 54OO AVON, CO 81620 License: CONTMCTOR R.A. NELSON & ASSOCIATES, IN0720/2fi)1 Phone: P. O. DMWER 5'100 AVON, CO 81620 License: 170-A ProjectAddroes: 8l4POTATOPATCH DRVAIL Location: 814 POTATO PATCH DR LeOal Deccrlpr0on: [ot: 3 Block 1 Subdivicion: VAIL POTATO PATCH Parcel ilumber: 210106301012 Gommentr: BOARD/STAFF ACTtOt{ Motlon By: Action: SIAFFAPR Second By:Vote: DateofAPPrcvalz 0712012001 Condltionc: Cond: CON0fi)4884 Sign may be up to 6 sf in size and not taller than 8 ft above grade. No lighting is permitted. Condr CON0004887 Sign shall be removed within 10 days following TCO. Cond: CON000'1888 Informauon on sign is limibd to project name, project address, permit number(s), and site depiction/rendering. Planner: Ann Kjerulf DRB Fee Pald: f0.00 Questions? Call the Planning Staff at 479-2138 **ffi ,n,,.30.,,,",.J:;Y,:::{{ffi ::,::":,-. are avaiiable from the Department of Community Development. c. D. E. F. I NAME OF BUSINESS: LA AN l/at 'E (6^, &qnr BUITDING NAME and ADDRESS: '/PHYSiCAL O"*'''' bI4 LEGALADDRE55: Lor 3 Bbck: I Fitins: fo-r>:G f(y(&. IIAIL- pARcR# 2 P lobAo lO ( L (contacr Eagte Co. Assessors Office at 970-328-8640 for parcel #) MAILING ADDRESS: OWNER(S) SIGM H.NAME OF APPLICANT: (,2 6?.o PHONE:72-8-76s5 47 -3/t1 NUMBER OF SIGNS PROPOSED: SIGN MESSAGE: SIGN AND LETTERING DIMENSIONS FOR EACH PROPOSED SIGN (Attach a schematic on 8.5" x 11" LENGTH OF BUSINESS FRONTAGE: HEIGHT OF SIGN(S) ABOVE GMDE:9'a SIGN LOCAION (Attach a site plan and an elevation drawing or a photogmph clearly indicating the proposed location of sign(s)): MATERIALS AND COLORS OF SIGN (AttACh DESCRIBE $GN LIGHTING: FEE: $20.00, plus $1.00 per square foot of total sign area DRB fees are to be paid at the time of sfubmittal PLEASE SUBMIT THIS APPUAITION, ALL SU BMITTAL REQUIREMENTS AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVETOPMEI{T' 75 SOUTH FROITTAGE ROAD, VAil, COLORADO 81657. 'fyfq /€ ZONING: NAME OF OWNER( TYPj OF SIGN (see next page tor definitions): >< Free standing'D Wail Siona Hanginb Sign o o Sign Awning Other, specify: I IJ. K. L. M. N. n v. R. - NUMBER OF SIGNS EKISTING: dT) WBu,loc? o SUBMITIAL REOUIREMENTS: C Complete Applkation. tr A site plan showing the exact location wher.e the sign is to be located. tr Elevation drawings or photos showing proposed location of the sign or awning. fl Coiored scaled (1/4"=1') drawing, incluoing specific lettering and dimensions and a photo, if available. tr Sample of proposed matarials. n Drawings showing how and where sign or awning will attach to the building and how the awning will be constructed. tr Condominium Association or Landlord approval - atfach a letter, Freestandino -A single or muli-faced sign affxed to a supporting structure, or imbedded in and extending from the ground and defdched from the building. 2. Awnino or Hanoino -Any sign attached to a building and extending in whole or in part more than 9" beyond the building line, 3. Wall - A sign attached to, painted on, or erected agairst the wall of a buiHing or structure with the exposed face of the sign in a plane parallel to the face of the wall and not projecting more than 9" ftom the fuce of the wall. 4. Display Box - A freestanding or wall sign enctosed in glass for the express purpose of displaying menus, current entertainment or real estate llstings. 5. Joint directorv sion - A freestanding, hanging or wall sign that lists all the tenants within a multi- tenant building. 6. SubdMsion entance sion - A sign to identify a major subdivision, a condominium comple(, or g.oup of apartrnent buildings having at least 100 linear feet of frontage along a vehicular or pedestrian way in any RC, LDMF, MDMF, HDMF, or SDD zone disFict. SUGGESTIOTIS: 1. Copies of the Sign Code are available from the Department d Community Development. You may wish to check the Code to verify the type and size of sign you are allowed. 2. Be specific. Vagueness in the description of design, size, construction may delay the approval of your sign. 3, Measure the frontage of your business to determine the she (area) of the sign you are albwed. 4. Lighting for awnings may spoflight only the sign letering on dre awning. Lighting may not shine into pedestrian or vehicular ways. 5. All individual business signs will be reviewed by the Department of Community Development. New sign programs or amendmenE to sign progGms will be reviewed by the Design Review Board. I a FooJ(CIsqtrl!-q7gEod!ogr= d8 =oYqt F'q To -3 IIi *EoJI(toF CO @ €lV R:€Yz (.I) f-t) $J\ b.-)wu ,6J LN LN Igl Jgl }9 t\ {* $ $lvxt.ltf;i"r ,tt c.i tp.o.Box5010 /r,41 01 0u.s.HtGHWAY6 / AVON,CO81620 / 303-949-6710 dlt" AUIIfTVD IICNII(ISTU NVDOI Fl! tuIo u v. Fz uJ gG zl<l rl 0_l FIzltulIILI olJl utl>l rxl ol txlFl 3l oLl "ll-1 <l \5lg zls<t.",iri: oii /-t\/ ls \ \ - ls./ lll 'l-s- ,'.'a.t-^#4'i' , D '\ ,/Ii\.i\ \\ \l\ $sx $$+ ) a. Y\B\ I \?r$\al'O \r I ri !l:l t 9X 95 9:5t \:itt'\s\ g 19\ *\."e .!'*s si'-\i /i-".* $\L I .6c ^'@@Yr- - 4al 1c' :{ '(G \() N, V B5 3Clt T T : E f#ififfi /'i'i {i i "i:iffi[,,til.),# :lo ^a*'fR$3$Lb^{(oofizrf:s *gd*;HQ9ildzfguooF t oo oo IOruVffi Design Review Board ACTION FORM Department of C.ommunity Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479,2139 fax: 970.479.2452 web; www,ci.vail.co.us Project Name: Logan Residence DRB Number: DR8010121 Project Description: minor changes to approved plans Pafticapants: OWNER LOGAN FAMILYTRUST 05/172001 Phone: KENTA. LOGAN &VICTORIAT. LOGAN TRUSTE 10 VIA PARAISO E TIBURON CA 94920 License: APPUCANT Segerberg Mayhew And Assoc. 05lL7l2OOL Phone: 303-623-3355 1617 Wazee 5t Suite C2 Denver, CO 80202 License: ProjectAddress: 814 POTATO PATCH DRVAIL Location: Legal Description: Lot: 3 Block 1 Subdivision: VAIL POTATO PATCH Parcel Number: 210106301012 Comments: BOARD/STAFF ACTION Motion By: Action: STAFFAPR Second By:vote: DateofAPProval:06/08/2001 Conditions: i Cond:8 (P|-AN): No changes to these plans may be made without the written consent of Town of Vail staffand/or the Design Review Board. 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: CON0004794 Landscape plan must be changed to match site plan re: width of driveway and meet sight distance requirements Cond: CON0004795 Revocable right-of-way permit req'd for all landscaping in r-of-w and utility easement Cond: CON0004796 Stamped drawings of all retaining walls exceed 4 ft. in height S.nt By; LOGAN; '01 q6/16 WED t. 10:Er FAr sos oOl s7o47e8301;ss-DBNvtiR Mav-1llu:o2PM; Qrc.stions? Call thc Ptanning Staff a' 479-2128 APPLICATION FOR. DESIGN REVIEW APPROVAL ruH\'OF fficct rcquirinu,Dcrrun-l1icw anproval' tuiy projca Sluiring dcsign rcvicw mult ' rcccivc Dcsign Rcrricw approvat pdor to rubniti"g f* ";dl-fi;;;Til ;*-.tt*ific information' scc thc subrnittal rcquircmcnk forthc parricrrtlrlrir""Ju"l lt ,.q,i**a- fr'*p'plit*ion t*not bc acccPtcd until all thc rcquircd information ie s.bnriltcd. Thc project may aleo nccd to bc rc"i"i[U iy tft" fown Council and/or thc Plorning and Environmcnral commis.cion. Dcdgn Rwlcw Borra epprJ-v"i-ipiit ooc yc.r rfter final rgproval unlcll s iuUaing p...lr lr irrucd rod Gttntfi{ctlon ls rtartcd' DEscRtpfl oN oF THE REQU651' l'[i:ror Alteration Page 112 l&l u u, B.LOCATION OF PROPOSAL' Lor,-r- BLocK,-- FILINO: va i1 Potaeo P:'-cch-- - r14 Potato Pat.ch, ValI' g"foraA PHYSICAL ADDRESS: - c. D. E. pARCEL#r 210106301012 (Contact liaglc Co. Asscssots Ofiice at 9?0'12$-8640 for parool #) zoNING: lTirtg! NAME OF OWNER(S): KENt MAILINGADDRIISS:. EI5 Potat'o Petch (PO Bo- -lflnl---- ''-- - - -- Vall, Colorado 81658 PHONE: OWNER(S) SIGNATURE(S); NAME OF APPLICANT"-E efber l{avtien I A F. (i. MAILING 1617 PHoNE: _( J0J)--62!:lr5 5- H. TYPEOF REVTEW AND FEE: O Nsr Conrtruction ' $100 Construclion ofa ncw building' B Addltion - t5g lnctudcs nny "Oiiti.i *ft*" {uarc footogp is aitdcd to any rcsidsrtial or comnicrcial building r(F Miaor A'rora*on - $20 -llm;xr"*'m*"jtlfllilliliil:;fiil11i111ffi',* walk, ctc' DRB fccs uo to bc paid at the rimc of q|bmitlsl. letcr, whcn applying-for r bnrilding pennit' plcaso idattify thc ge.sato vrlurtion of tho projcc{. Thc Town "tv.ii*iir ia;:,i*ittrJfoo rmording b thc projet vatu*ion' pLEASE5UBM1TTgttt APPIT1CATISN, ALL,SUBMSTALRiQUIREIY1ENTS AND TIIE ItsETOTHE ' ----;;piiGn-iitnfri'-cti'frffi-iiios"ii;on'rs!.{rr17' souru FRoNTAGD RoAD' (gsol-vob{t Wol'614 Sent By; LOGAN;trr uuzrri r'u ru:r8 r,Atr ro3 .ofi ttoottttrtt '-DBN'ER Mav-15u:o3PM; BUILDING MATIBIAI.S: Roof Siaing (SEuceo) Olher Woll Malcriak Fescia Soffits Windows WindowTriln Doors Door Trinr Hatd or Dcck RaiL* Fluc.,r Flashings Chitnncls Trash Erclozurcs Grocnhousqs Rctaining Walls Extcrior Lighting'r Othsr Page 212 @oor TYPEJOE.T4AT.EBIAL: Metal Shlnqles Slmthetic Stucco Trirn - lisht=tan Stone Wood Mediuru Bronze cy?sutr SqffLt_Board Off l{hite Ated (Dark Brovn) Llshl Tan Aeed CoPPer Syothetlc Stucco Light Tan Metal Dark Brown l{ec,aI Dark Brarn-- CoPper Aeed (Dark Brown) (Chlurrey Deleted) Stone Uffttcd6/97 CO|O,B;' Weathered -G-ee:Main Body - off nhite ' Pteaso rPcoiry dtc manufadurcr's color. nuilrbc md alttch a snrll color clrip rr.All crtoior tighting rrust nrcct thc Tourn'r Lighiing ordinancc I S54.050(r)- lf cxtcrior lightrng is ptoposed' plcase indiertc thc numbcr of firnrc* and locations on . rfrrati iigltl".s Pll;,lo-T.lly cach firtrrc typc and providc rhc hcight abovc gndc, lrtmcns outpul luminous arcr. and ettrh e cut rhcct of lhc tighting fixttucs' Svntheric Stueco l{etel / Glase oo Department of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2138 tutx 970-479-2452 www.ci.t4dt902s2001 Joe Lukach Segerberg Mayhew Assoc. 1617 Wazoe Street Suite C-2 Denver, CO 80202 Fax: 303-623-2262 RE: Logan Residence to be located at 817 Potato Patch / Lot 3, Block 1, Vail Potato Patch Dear Joe, The Community Development Departmenl has reviewed the plans for the Logan Residence, to be located at 817 Potato Patch / Lol 3, Block 1, Vail Potato Patch. The following comments and concerns must be resolved to staff's satisfaction prior to final approval: 1. Please revise the width of the road so that it matches on both the landscape plan and site plan. The width of the road is 20'wide. 2. Site distance is an issue. No planling allowed that exceeds 3' in height which will affecl or disturb site distance to the west when a vehicle is backing out of driveway, Please adjust and revise. 3. The proposed grading on the sile plan in certain areas does not meel 2:1 grade. Please adjust and revise. 4. A revocable right of way permit required which must include side walk in utility easement area and any landscaping in right of way. 5. Please indicale a limits of disturbance fence. 6. A stamped approved drawing of the boulder retaining walls between 4-6 fl in height is required from a licensed P.E. 7. The site disturbance on the sile seems excessive. With the removal of the circle driveway, is it necessary to grade as much of the sile? 8. Whal is the material of the proposed patio off the back of the house? What is the malerial of the wall? What type of mechanical equipment will be localed there? All ol the above comments and concerns must be addressed lo staff's satisfaction prior lo final approval. Should you have any questions, please do not hesitate to conlacl me at 479-2369. Sincerely, thwgL Allison Ochs Planner ll Town of Vail {g r"nnro r^r"* .or r u?,?oevelopment PIa n *o u,fi ?.t Routed To:Tom Kassmel or Leonard Sandoval" Public Works Retum To:Allison Ochs Date Routed:rU22t00 Retum By:ASAP Project Name: Project Address: Project Legal: Project Description: Logan Residence 770 Potato Patch Lot 3. Block 1. Vail Potato Patch New SF (really a private art gallery) Approved _x_Denied (cite detailed reasons) Approved with conditions ..t.' i rr. i : :.:: ;rij -:i Landscape plan - roadway needs to match site plan , width of road is 20' wide. Revise. Site distance is an issue, no planting that exceeds 3' in height allowed that will affect or disturb site distance to the west when vehicle is backing out of driveway. Adjust and revise. Site plan- proposed grading on site plan in certain areas are not retum to a2:l grade. Adjust and revise. Revocable right of way permit required- must include side walk in utility easement area and any landscaping in right of way. Show limit of disturbance fence. Stamped approved drawing of boulder retaining walls between 4-6 ftin height required from a license PE. ,4 ol- 0()/q Date received: Reviewed by: Leonard Sandoval Date reviewed: 5-17-01 May 30,2001 Allison Ochs Town of Vail - Dept of Community Development 75 S Frontage Road Vail, CO 81657 RE: Logan Gallery - Lot 3, Potato Patch Dear Allison: Attached are two sets of drawings of the Logan Gallery in response to staff comments (copy attached): Item #l Item#2 Item #3 Item $4 Item #5 Item #6 Item#1 Item #8 The Landscape Plan has been made consistent with the Site Plan. Planting has been adjusted. The grades have been adjusted to ensure maximum new grade does not exceed a7:l grade. A reversible right of way will be submitted. A limit of disturbance fence has been indicated on the Site Plan. The grades around the boulder retaining wall have been adjusted. The wall at the highest point is less than 4' in height. The grades have been adjusted. In order to comply with the height restrictions and to keep the structure out of the steep area of the site, the location of the building was fixed. The excavation required for the lower level dictates shoring and layback. The new grading on the Site Plan ties to existing grades on the site to the west and grades determined by the site stair. The grades were set to make as gentle and consistent slope incorporating a drainage swale. The mechanical equipment pad is concrete. This has been noted on the Site Plan. The wall is an 8" concrete wall capped with a2" x 10" cleft sandstone cape and faced with textured EIFS coating as applied to the building walls (W3 as noted on plans). Exterior boiler and condensing units will be located on the mechanical pad. fax: 970 476 4608fax: 3Q3 623 2262 htlp:/www.smarchs.com Segerberg, Mayhew & Associates Architects, P.C., A.l.A. Main Office: 1000 South Frontage Road west, Suite 300 . Vait, CO 81657 . phone: 910 416 4433 Denver Office: 1617 Wazee Sireet. Suite C2 . Denver, CO 80202 . phoni:: 303 623 3355 email: info@smarchs.com ' Page 2 May 30,2001 Allison Ochs oo oo A specific breakdown of adjustments are as follows: A2I - Site Development Plan 1. Grading adjusted indicating amaximum new grade of 2:1. 2. Wall elevations on boulder wall indicates a maximum height of 3'-9". A3.0-Level l FloorPlan 1. One 8'-0" x 5'-6" wine storage room added. Thank you for your review. Ifthere are any questions pleas call me at (303) 623-3355 Sincerely, SEGERBERG, MAYHEW & ASSOCIATES, ARCHITECTS, P.C., A.I.A. oe Lukach, A.I.A. ":'lFE[ft#+J1'Hf t'ffo 1617 Wazee Street. Suite C2 DENVER, COLORADO 80202 TEL (303) 623-335s FAX (303) 623-2262 'o aourw fr Vail o=rr=e# rRANsnflmrAr "o" fil t*lo I l'Uzato,0> ^"'*.'N 1,2o' , /)rll< RE: WE ARE SENDING YOU ttached n Under separate cover via I Samples the following items: ! Specificationsn Shop drawings ! Copy of letter ! Change order lq3int'E Plans ! coPtEs DATE NO.DESCRIPTION3a/Hlo t &vb*irre6 A*tra/e/. P/z-t <I LLLta)//'(92/o-,- (J / THESE ARE TRANSMITTED as checked below: n For approval n For your use E As requestedV-revrew ano comment ! u ! ! Approved as submitted Approved as noted Returned for corrections n Resubmit - copies for approval n Submit - cooies for distribution n Return - corrected orints N FOR BIDS DUE tr PRINTS RETURNED AFTER LOAN TO US REMARKS Il enclosurea are not as nobd, kindly oo ooPage 2 May 14,2001 Allison Ochs A3.3 - Level 4 Floor Plan: l. Chimney shaft deleted A4.0 Roof Plan: l. Chimney shaft deleted. 2. Copper recessed gutters changed to copper fascia mounted gutters to match gutters used on existing adjacent residence. A5.0 - South Elevation / West Elevation: 1. Windowsabove garagedoormodified (Re: Note l, A3.0-Level I FloorPlan). 2. Chimney shaft deleted. (Re: Note 2, A3.0 - Level I Floor Plan). 3. Copper gutterc revised (Re: Note 2, Sheet A4.0 - Roof Plan). A5.1 - East Elevation / North Elevation: 1. Re: Notes 1,2,3 - Sheet A5.0. A6.0 - Buildine Section: l Elevatordeleted. A6.l - Buildine Section: l. Chimney shaft deleted. A6.2 - Buildine Section:l. Elevator deleted. A'6.3 - Building Section l. No changes. E0.0 - Elechical Site Plan: l. Site electrical fixture count reduced due to modification of site walk / stairs. Fixture Opes are as submitted and approved. Fixture count, type, and location of structure are as submitted and approved. Thank you for your consideration for staffapproval. Ifthere are any questions please call me at (303) 623-33ss. Sincerelv. SEGERBEBc, MAYHEW & ASSOCIATES, ARCHITECTS, P.C., A.I.A..7il" /lo"Lukach Proiect Architect May 14,2001 Allison Ochs Town of Vail - Dept of Community Development 75 S Frontage Road Vail CO 81657 RE: Logan Gallery - Lot 3, Potato Patch Dear Allison: Attached are modifications to the approved plans for the Logan Gallery. The major modifications concern the site conditions. The structure has not been moved on the site nor has the structure been modified to alter the ridge or eave heights. Due to cost restraints the circular drive and the upper walk connection has been deleted. The freight elevator has been deleted on the plans. A specific breakdown of modifications Ere as follows: A2.0 - Site Development Plan: l. Upper walk / stair connection to existing residence deleted. 2. Upper circular drive deleted.3. Curved stone site retaining walls deleted. 4. Radius of circular stair from drive to Level 2 modified. Address monument relocated from southern stair wall to northern stair wall. Address and light remain at the same height mounted on stone wall as originally approved. 5. Grading modified to approximate original grades with incorporations of a swale for drainage. A3.0 - Level I Floor Plan: l. Window arrangement above garage door modified from (6) l'-6" x l'-6" windows to (3) l'-6" x l'-6" windows to compliment (3) M19 square accent panels on level 2 above. 2. Chimney shaft revised on Grid A between Grids 2 and 4. The shaft has been modified from a triangular shape to a rectalinear shape. The shaft functions as a duct shaft not a flue shaft since boilers will be located on pads shown on the north elevation. 3. Elevator and elevator equipment room deleted. A3.l - Level2 Floor Plan:l. Chimney shaft revised (Re: note for Sheet A3.0). 2. Elevator deleted. A3.2 - Level 3 Floor Plan: l. Chimney shaft deleted. 2. Elevator deleted. 3. Deck on NW comer modified (stair / walkway connection deleted). Segerberg, Mayhew & Associates Architects, P.C., A,l.A. Main Office: 1000 South Frontage Road W€st, Suite 300 . Vail, CO 81657 . phone: 9'70 416 4433 . faxt 970 416 4608 Denver Office: 1617 Wazee Sireet, Suite C2 . Denver, CO 80202 . phonir 303 623 3355 . fax: 303 623 2262 email: info@smarchs.com http:r,rwww.smarchs.com SEGERBERG, MAYHEW & ASSOlnr ARcHITECTSoP.G..AI}U i0o0 South Frontage Road West *300 vArL, coLoRADO 81657 LffirtrDG rRANsnflrrrALES (9701 476-4433 FAX (970) 476-4608 '" Acuttat.\ oetg WE ARE SENDING YOU ! Attached I Under separate cover via ! Samples the following items: ! Specifications! Shop drawings D Copy of letter ! Prints I Change order ! Plans I o"" 05.1l4. ,l | 'o"'o ATTENTION RE: L.,AA\\I .IZAU-RY COPIES DATE NO.DESCRIPTION frzu dleY ANlb h%)"+riaN Fe? r'gw \fuouAt THESE ARE TRANSMITED as checked below: I For approval N,,/o,. your. ur" I As requested ! For review and comment tr FOR BIDS DUE Approved as submitted Approved as noted Returned for corrections D Resubmit -copies for approval ! Submit - copies for distribution E Return - corrected prints ! ! - ! t] PRINTS RETURNED AFTER LOAN TO US REMARKS ll enclosurea are not as noted, kindly notify us at once. / -L*f *|.**+*l'******+++********i-l'i**l.{.*'*!3*'lr.*t}*t!l.i't***l!{r'*!a.'}*l'| * ** * -* * * * ******** ***** + *t * * 'rowNoFVArL, .o'oo*#?Jffiffiffiil;;;:;"'o 0s^7t20oL Statement *+**+*{' + + + ***** *****+ + + * ++!t f + ++ 't * * *** * * * f*l * * t f*1t **l ** * * * ***'}* *+* * * * *** * * ** 't + + ++ * +* ++ ****** Staternent Number: R000000777 Amount,: $20.00 05/L7/2OOLO9:16 AM Pal.ments Method: Check Init: AO Notationr check #12318 Permit No: DR8010121 T]rpe: DRB - Minor Alteration Parce1 No: 210106301012 Site Address: 814 POTATO PATCH DR VAIL Location: Tota1 Feee: 520.00 This Payment: $20.00 ToEaI ALL Pmts! $20.00 Balance: 50.00 * * * * * * * * * * * * * * * * * {. * * * * ** * * * * * * * * I * * * * + t *,} * * * * + * *** **,}* ** * * * * * * * * * * *:1. * * | +* * * * * * * * * {. + + + * + * * * ** ACCOI,]NT ITEM LIST: Account Code Descriotion Cunnent Pmts DR OO1OOOO31122OO DESIGN REVIEW FEES 20.00 IOI4'NM Design Review Action Form TOWN OF VAIL Project Name: Logan Residence DRB Number: DR8000057 Project Description: new SF Residence Participants: OhINER LOGAN FAMILY TRUST l1-/L7 l2OOO Phone: KENT A. LOGAN & VICTORIA T. LOGAN TRUSTE 10 VIA PARAI SO E TIBURON CA 94920 APPLICANT LOGAN FAMTLY TRUST L1/L7 /2000 Phone: KENT A. I,OGAN & VICTORIA T. I.,OGAN TRUSTE 10 VIA PARAISO E TIBURON CA 94920 ARCHITECT SEGERBERG MAYHEW AND ASSOC LT/L7 /2000 Phone: 303-523-3355 1617 WAZEE ST. C2 DENVER, CO 80202 Li cense : Project Address: 814 POTATO PATCH DR VAIL Location: Legal Description: Lot: 3 Block: I Subdivision: VAIL PoTATo PATCH Parcel Number: 210106301012 Comments: revocable right of way permit required BOARD/STAFF ACTION Motion By: Bil Pierce Actionr APPROVED Second By: Hans Woldrich Vote: 5-0 Date of Approval: 12120/2000 Conditions: Cond:8 No changes to these plans may be made without the written consent of Town of Vail staff and/or the Design Review Board. Planner: Allison Ochs DRB Fee Paid: $200.00 f I FIL Ehf.t COPY DESIGN REVIEW BOARD MEETING RESULTS Wednesday, December 20, 2gO0 3:00 P.M. PUBLIC MEETING SCHEDULE PRoJEcr oRIENTATIoN ftf6i||ld LillCh "orrunity Development Department MEMBERS PRESENT MEMBERS ABSENT SITE VISITS1. Logan residence-817 Potato Patch2. Sarratt- 1328 Vail Valley Drive3. Villa Cortina-22 West Meadow Drive4. Beaver Dam residence-363 & 383 Beaver Dam Road5. Flinn residence-245 Forest Road 12:00 pm 2:00 pm PUBLIC HEARING - TOWN COUNCIL CHAMBERS 1. Bell Tower Building - Final review of addition of balconies. 201 Gore Creek Drive/Lot A, Block 58, Vail Village 1{ Filing. Applicant: Mr. & Mrs. MacFarlan 3:00 pm Brent Allison MOTION: Pierce SECOND: Woldrich VOTE:5-0 TABLED TO JANUARY 3, 2OO1 2. Logan residence - Final review of a new single'family residence. 817 Potato Patcvlot 3, Block 1, Vail Potato Patch. Applicant: SegerburgMayhewArchitects MOTION: Pierce APPROVED SECOND: Woldrich VOTE:5-0 3. Malone residence - Final review of a proposed remodel. Allison 87 Rockledge Road/Lot 2, Block 7, Vail Village First Filing. Applicant: Mary Alice MaloneMOTION:Pierce SECOND:Woldrich VOTE:5-0 APPROVED WITH TWO CONDITIONS1. All Public Works conditions must be met prior to building permit issuance.2. That the applicant return with a mock-up of the proposed rock walls prior to construction. I 4. Beaver Dam residence - Conceptual review of new single-famiiy residences. Bill 363 / Lot 2, Block 3, Vail Village 3'd Fiiing. Applicant: FritzlenPierceArchilectsMOTION: SECOND: VOTE: CONCEPTUAL _ NO VOTE 5. Beaver Dam residence ll-Conceptual review of new single{amily residences. Bill 383 / Lot 3, Block 3, Vail Village 3'o Filing. Applicant: FritzlenPierceArchitectsMOTION: SECOND: VOTE: CONCEPTUAL-NO VOTE 6. The Head Shop - Final review of proposed awning. Allison 244 Wall Street, Unit C-6/Lot L, Block 5C, Vail Village 1s.Applicant: Teak SimontonMOTION: SECOND: VOTE: WITHDRAWN 6. Flinn residence - Conceptual review of a new single{amily residence. Ann 245 Forest Roacl/Lot 21, Block 7, Vail Village Filing 1. Applicant:MOTION: SECOND: VOTE: CONCEPTUAL_NO VOTE 7. Villa Corlina - Conceptual review of exterior alterations & interior conversions. Bill 22 West Meadow Drive/Lot A, Vail Village 2no Filing. Applicant: Michael Sanner & Rollie KjesboMOTION: SECOND: VOTE: CONCEPTUAL-NO VOTE 8. Sarratt residence - Conceptual review of proposed addition & exterior alterations. Bill 1328 Vail Valley Drive/Lot 22, Block 3, Vail Valley 1$ Filing.Applicant: Alex SarrattMOTION: SECOND: VOTE: CONCEPTUAL_NO VOTE 9. Young residence - Final review of a new single-family residence. Brent 1452 Lionsridge Loop/Lot 4, Ridge at Vail. Applicant: Mike YoungMOTION: SECOND: VOTE: TABLED TO JANUARY 3.2001 Staff Approvals Arosa/Garmisch Employee Housing - Withdrawing change in decks on Units 1&6, Revisions to Unit 1 and relocation ol windows in Unit |. 2477 ,2485,2487,2497 Garmisch/Lots 1-4, Block H, Vail das Schone 2no Filing. Applicant: Town of Vail G2 Consultants Corp - Install 3 gas heaters on deck. 493 Beaver Dam Road/Lot 1, Block 2, Vail Village 6th Filing. Applicanl: G2 Consultants Corp L-O Vail Holding Inc. - Install chiller on northeast corner of lot. 1000 S. Frontage Rd WesVCascade Club Condo. Applicant: L-O Vail Holding Inc. Fleischer residence - Addition of two windows. 1000 Lionsridge Loop/Lot 1 1 , Vail Run Flesort. Applicant: William l. Fleischer Bell Tower Building - Renovate 2no slory 10 a 4-BR condo. Bill Bitl Bitl Allison Brent 201 Gore Creek Drive/Bell Tower Condos, Applicant: Bell Tower Partners LTD Christy Sports - Replace awning with different logo. Brenl 291 Bridge StreeUlot F, G, Plaza Lodge. Applicant: Plaza Lodge Associates Hodson residence - lnterior conversion. Judy 2055 S. Frontage Rd. WesVCasa del Sol Condos. Applicant: Thane & Susan Hodson Howard residence - Add/enlarge 2 windows, change exterior door to window, replace door. Allison 5104 Grouse Lane/Lol 7, Block 'l 8, Vail Meadows Filing 1 . Applicant: Robert L. & Joanne Howard BitlGallery Alexander- New sign. 143 E. Meadow Drive/Lot P, Block 5-D, Vail Village l"tFiling. Applicant: Trevina LP Vail Chapel- Freestanding display box. Allison 19 Vail Road/Vail Village Filing 1. Applicant: VailReligiousFoundation The applications and information about the proposals are available for public inspection during regular office hours in the project planner's office, localed at the Town of Vail Community Developmenl Department, 75 South Frontage Road. Please call a79-2'138 for information. Sign language interpretation available upon request with 24 hour notification. Please call 479- 2356,Telephone lor the Hearing lmpaired, for information. zoNE CHECK l0A!/0bDatc: Orrrcr Architcct Zonc di Lot sizc Total GRFA Primary CRFA Sitc Covcragc Hcight Sctback Complics rvith TOV Lighting Ordinancc Arc finishcd gradcs lcss than 2:l (50%) Environmcntal/llazards + (425) (675*) = * 675 = 425 crcdit plus 250 addition Docs this rcqucst involvc a 250 Addition? Horv much of tbc allorvcd 2i0 Addition is uscd wirh this rcqucst? +zlto.l! /' ')(3\trQ3Y\--/ Front Sidcs Rcar L.andscaping RcainingWall Hciglts Parking Garagc Crcdit Drivcrvay Minimum wqq, 3',16' \-?' tu!5! Rquircd 4 -tLl tl Pbonc Ptronc @&uf €1-. Wh n zzzT = 44.14uuu I 14,n4 to 41 -tJ L.. L 20' .l5' t5' /\,a'\_- l?'l Zlt t i5 5l l?,fr++ 7-\ (300)(600) (e00)/f200)' '11,n e_--,/ Encloscd Pcrmittcd Slopc --% Proposcd Slopc ._--.-_-% y., ./ Nq Ycs_-_v1 No 2) Floodplain 4) Watcr Course Sctback (30) (j0) -5) Gcologic Hazards a) SnorvAvalanchc b) Rocldall c) Dcbris Florv Pro'ious conditions ofapproval (chcck propcrty filc); Is thc propcrty non-conforming? Dcscribc: VAttAon: Lcgal dcscripti naarcss ?t' *'.ryT'hl.!ffi Vd,:tl fttilk Vfd,l Proposcd usc 9['- Brrildable arca Jl ,8S Allorvcd =_fufr__ Existing rL/a Proposcd bll[.17 =+r'b&NW RcmainingTotal - W m,kl-\ntfunrc - f^i/.n 6aAtA ta.;r\tt]+ * ur^" >6nZ DESIGN REVIEIY CIIECKLIST Projcct: EI SURVEY I Scalc Bcnchrnark Lcgal dcscription Lot Sizc Buildablc fuea Eascmcnts Topography 100 yr. flood plain Watcr Coursc Sctback En vironmen tal Hazrrds Trees Utility Iocations Spot clcvations B FLooRPLANs Scalc GRFA 250 additional GRFA craM\Anic spacc EHU O BUILDINGELEVATIONS Scal e ColorWaterials Roofpitch O rewoscarEplAlt Existing trccs hoposed trees Lqgend MISCELI.A}IEOUS Condo Approval :__ Titlcrcport(A&B) Utility vcrifi cation form Photos of sitc Building material sarnplcs C.O. Vcrification Sun\Shadc Anglcs Vierv Corridors Variances Plat rcstrictions O SITEPLA}I Scalc Building Height Encroachments Sctbacks Site Covcrage EavcVOvcrhangs (4) DecL:slBalconics Garage conncction Sitc Cradc\Slopc RctaininglValls Fcnccs Parking/Guagc Tuming Radius Drivcrvay (access and gndc) Snorv Storagc Firc Acccss 5qq t1vt.J lwo6 \ l.l.l.r5 BUILDINC MATERIALS: LTST OF PROPOSED MATERIALS TYPL.OF MATERIAL: Metal Shingles COLOR:* Dark Bronze Main BPdY =-OFf ttrhiteTrim - Light Tan Telluride Gold Medium Bronze Off White Aged (Dark Brown) Light Tan Copper Light Tan Dark Brown Dark Bronze Aged (Dark Brown) Telluride Gold Roof St,\rcco Synthetic othcr wall Matcrials stone Fascia Sollits Windows Window Trinr Doors Door'l'rirn Hand or Dcck Rails Flucs Flashings Chimncys. I rasn Enclosures Grecnhouscs Rctaining Walls Exterior Lighting** Other Wood Synthetic Stucco Copper Synthetic Stucco Metal / Glass Synthetic Stucco Metal Metal Copper .Stone with Copper Cap' pLone wr-rn uoPPer L,aP Aged copper cap Stone Telluride Gold See Lighting Plan t Please specify the manufacturer's color, number and atach a srnall color chip *+ All extcrior lighting must rueet the Town's Lighting Ordinance 18.54.050(J). If exterior tighting is proposed, plcase indicate the nuntbcr offixtures and locations on a separatc lighting plan. Identif each fixture type and provide thc height above gade, lumens output, luminous arca and attach a cut shect of the lighting fixtures. Updated 6/97 o UTILITY LOCATION VERTFICATION This form is to vcriff scrvice availability and location for new construction urd should bc uscd in conjunction with prcparing your utility plan and scheduling insallations. Thc location and availability of utilities. whethcr thry be rnain tnrnk linqs or proposcd lincs. must bc approvcd and verificd by thc following utilitics for the accompanying sitc plan. Authorizcd Sieraturc Date U.S. Wc.st Communicrtions l-800-922-l 987 468-6860 or 949-4530 Public Service Company 949-5'781 Cary Hall Holy Cross Electric Assoc. 949-5892 Tcd Husky/John Boyd T.C.r. 949-55 30 Floyd Salazar Eaglc Rivcr Watcr & Sanitation District * 476-7480 Frctl Haslcc * Plc:rse bring a.sitc plan, floor plan. and clcvations whcn obtaining Upper Eagle Vallcy Watcr & Saniadon signatrrrcs. Firc llorv nccds must bc addrcsscd. NOTES: I. 2. lfthe utility vcrification fornr has signaturcs fronr cach ofthe utility companies. and no commcnts arc madc directly on thc fbnrt. thc Town rvill presumc that therc anc no problems and thc dcvcloprncnt can procced. Ifa utility company has concerns with thc proposcd construction. the utility reprcscntative shall note directly on the utility vcrification form that there is a problcm which needs to be rcsolved Thc issr.re should then bc dctailcd in an attached lctter to the Town of Vail. However, please kccp in mind that it is the rcsponsibility of thc utility company and thc applicant to rcolvc identificd problems. These verifications do not rclicve the contractor of thc responsibility to obtain a Public Way Pennit front thc Dcpartmcnt of Public Works at thc Town of Vail. Utility locations rnust be obtained bcfore diegina in any public right-of-way or cascnrcnt within thc Town ofVail. A buildine permit is not a Public Way pcnnit and nrust bc obtained separatelv. J. Uodated 6/97 Sent By:' ;415789E7a2i GUARANTBE ttov-z-f I:3oAM; COMPANY Page 1/3 I,AND TITLE KENT A- IJOGAT{ A}ID VICIORIA T. IrOGAliIf FAMTLY TRUST UIA/D oc',lfoBER 28, 1992 1.0 VI.A PAR;AISO EAST TTBURON, CA 94920 TR.USTEES OF TIIE I-,OGAlr Thank you very rnuch for girring I',and Title Guarantee eompany the opportunity !o serve You. Dear Ctrstomer: Land Title Guarantee eomP€rny is pleased to provide you wich your Ovrner,6 Title fnsurancl Pol-icy- Ttrie vaLuable documents inE.tr.s good and rnarkeEable tsitle to your proPgTEY- Please rewiew tf,e policy in ics engirety- t{e at l,and Title Guarantee-o*p"ny believe in prowiding youl our custorner, with a quality producL which wil-l serve your needs- In the event you do find any discrepancy, or i{ you have any questions or Lonrrr,encs regarding youi final policy, pleaee iontaet the following deparEment and hte wiII 91adLy handle any request you may harre as Etficiently and quickl-y as possible' aITTTE DEPARTMEIiTf TELEPHONB * (970) 476-225L FN( # (97O') 476-4534 PT,EASE REFER :nO ORDER. NO. V257960 should you decide to seII Ehe proPerEy described in scheduLe A, or i't you are required eo furniEh I new titsle cogsniEment for mortgige purpose-s, you may be entitLed to a credit tsoward fuEufe ticie insurance g:(trrenses - L,and Titl"e Guarantee. Company will retain a copy of che- enclo6ed Eitle policy, and in the event you do nee-d- fuEure services, we witl be in a poeiti'on to again Eerve you promptly and efficiently' Sent By; ; Form'AO 4/95 order No. V257960 O 41578s87E2i nov-zf 1:30AM; Pase 2tg PolicY No' LT8H257950 Anaunc i775,000'00 SCIiBDIIIJE A AddresE LQT 3 BI.,K ]. VAII,/POfATO PATCH 1- Policy Date: Novernber 04, 1997 aE 5:00 P'M' 2. Name of fnsured: KENTA.IffAI\TANDvIqIoRIAT.LoGAt{,TRusTEEsoFTHELoGAr.i FAMTLY TRUST v/^/D oeToBER 28, L992 3. The esEaEe or inDerest in che land described in chis Schedule and which iE covered by Ehis policy is: A Fee SiurPle 4. Titsle Co tshe estsate or inEerest covered by thi6 poLicy at the daEe hereof ie vested in: KENTA'I,oGAIIA}tDvIcToRIAT.IJoGAI{,TRUSTEESoFTIIELoGAI{ FAMTLY TRUST UIA/D OCTOBER 28, L992 5- The land referred tso in this policy is sicuaLed ln EAGL'E County, Colorado, and is described as follows: LOT 3, BLOCK 1, VAII/POTATO PATCH, AccoRDIl_{G_TO THE RECoRDED pLAT 'i'HERBOF, COUNT:/ oF EAGLE, STATE oF coLoRADO- IJAND TITIJE GUIR-AI.'ITEE CoMPAIiIY Page 1 This Policy valid only if schedule B is actached' Sent Byi ; Form AO 4/95 o Order 4157Ese782i No. V257950 Nov-7tl 1 r3oAM; Page 3/3 PolicY No. LTBH25796O SEHEDUTE B This policy does rroB insure againEts loss or d'amage by reason of Ehe f,ollowing: 1- Righes or claims of parties in posseciEion not' shown by the public records- 2- Easements, or claims of ea6ements, tlot shown by the public records. 3- Discrepancies, conflicts in boundary lines'.ghortage in area' er,croachmencsl "ta "tty facts which i correcE,survey and inspecEiot oi'crt"-preiises wouLd discfose and which are not ehown bY the Prrblic records ' 4- Any lien, or right' co a lien, for servises' Iabor' or maeerial trrerei6iore or rrereatiel furnished, irrposed by latr and not, shown by the public records ' 5. ].99? TAXES NOT YET DI'E OR PAYABLE TREAST'RERS OFFIEB. AITD ASSESSMBNTS NOT YET CERTIFIBD To THE 6. LIENS FOR UNPAID TIATBR AI{D SEWER CHAR.GES' IF AI'[T' 7 . RIGIIT OF WAY FOR DITGIES OR CA}IAI'S CONSTRU TED BY THB AIITSORITY OF TH8 UNITED STATES As RESERvED IN I'NIiED STATES PATENT RECORDED July 13' 1939' IN BOOK 123 AT PACB 61?. 8. RESTRICTIVE COVENA}ITS, WEIEI{ DO NOT CO}ITAIN A FORFBITT]RE OR REVERTER CLAUSE, BIn oMrrrrNc RBsrR.rcrioud, ti -ryr,--tuED ON RACE', COLOR' REI''rGroN' OR NATIONAL ORIGIN, AS COI{TAINS;-|W INSTR,UMEN1 RESSRDED t'lay O4' 1974' IN BOOK 233 AT PAGB 528 At{D AS AI'fEl{Dib rU TUSTnUUEI\IT RECoRDED September 24' L975, IN BOOK 241 AT PAGE 950. g. EASEMENTS, RESERVATIONS AND RESTR,ICTIONS AS SHOWN OR RESERVBD ON TIIE RECORDBD PI.AT OF VAIL/POTATO PATCH. Page * *** '1. '* 'i'| * '| 'i '|** * '|**t* * 't****,|*** * * * * tr * * * * * * * * * * * * * 'f 't************'l*t ** *,1.,1.'1.*** {.{.i.** * {. 'l l. * * !i.1. {. '1,1.,1. {.* TOWNOFVAIL. COLORADO Statement *:*******l* ** * *t*,r******r.,|r. ****** * **********ttt******r***********'l:l'l*1.{r****:t******* ***** **r.+* SEatsemenE Number: R000000226 Amount,: $200.00 ]-L/17 /200004:31 PM Palment Method: Check Init: AONotation: C}:eck *72276 Permi t No: Parcel No: Site Address: Location: This Payment: ACCOTJNT ITEM LIST: Account Code DR8000057 Ttt)e: DRB 2 r.01053 01012 814 POTATO PATCH DR VAIL $200.00 Des cript ion - New Construction Total Fees: TotaL ALL Pmts : Balance : $200.00 $200. 00 $0.00 Current Pmts DR 001000031.L2200 DESIGN REVIEW FEES 200.00 NO.565 P.1NOV.13.eaa@ 9:1441'l' -- | - HOLY VAIL # I U.S. Wqt Comrnunicetions I -800-922-t 987 468-6860 or 9494530 Public Scrvicc Company 949-5781 t.i,' : Gary Hall .r:,1 .; Holy Cross Electric Assoc. 949-5t92 ' Tcd Husly/Johtr Boyd T.C.l. 949-5510 i Floyd Salazar , .' Eoglc Rivcr Watcr & Sanitation Districr * 4'16-7480 Frcd Hasl'-'c . ..,l,; l- , ' Plea-sc brinda6;1g plan, iloor ptrn. and clorations wh6bbtaining Upper Eagle Valtcy Watcr & Saniqtion signanrrcs. Firc florv nccds must bc addrcsscd. NOTES: CROSSI Thi.r fonn is d Jcrify scwice availability rnd location Fdi new consmrcdon and should bc uscd in eonjunction with prcparin! jdur urility plan irnd schcduling insnllations. Thc tocation and availabiliry of utilitics" whcths thcy Le main tr,]nt tin." or proposcd lincs. must bc approvcd and vcrificd by thc follorring utilitics for thc acconlpanying sirc plan. Arrrhorizc4 Simanrc Datq t3 Alvu zodd *azafuJ eE ? 4v.,1+rc Ifthc utility verificuion form has signanuus fronr cach ofthe utiliry comPaniec and no . conrmcnb arc madc dircr{ly on thc fonn thc Tovm will prcsumc that thcrc aa no problcnu and ' rhc dcvslopnrcnt can procccd, If a irrility clmpany has conccrns wirh thc proposcd cons,tnrcdon. thc utiliry rcprcsmlativc shall noti dircctly ur thc utility vcrification funn that thcrc is a problcnt which nccds to bc resolved. Thc issrrc should than bc dcailcd in arl ittachcd lcttcr to rhe Tosn ofVail. Howc"cr, lrasc ,., kccp in mind d'at.it is rhc rcsporsibilifiJ o{ thc utility cornpany and rhc applicanr to r6olvciidrntifcilprcblaos" ;ll' {' 'Thcse verificaoons do not rctis,r/e hc cbntractor of thc rcsponsibility to obtaio r Fublic Way Pcnnit fionr rhc Daoartnrcnt ofFublic Works at thc Town of Vai[. Utilitv lcations nnrrlb€ obtaincd bgforc diEginr in ury public right-of-way or €scr cnt within dr Town of vail. f, buildrmrcrmit is not a h,rblic Wav lcrrnit and nrust bc obtainedJoaraclv. : :' Updaad 5/9? z= 'r/9/lsla/-tL Ell N./ \3r-,\ ci'l I ()nN' 9!2o)HH9 ;:: t-) t-' ({ -lQ > =ldz (} N .(oo.to @ t!z vo,d dl =tn .zi.t-.a1 t; t: Noo (n(\o o v IL { \o ( \c( Pi trtDj eo cs \) J . ";'-'-- IsaSs €? No-+-.-E EN \ \\ n^/il NN a\ /. -lxE;f,,) -l>)> =le,=z ' 7" - - wv LIST OF PROPOSED MATERTALS TYPE OF MATERIAL: Itr;i'rAL' aqtFrf4*r BUILDING MATERIALS:COLOR:i Roof Siding Othcr Wall Matcrials Fascia Soffits Windows Window Trim Doors Door Trim Hand or Deck Rails Flues Flashings Chimncys Trash Enclosures Crecnhouses Retaining Walls Exterior Lighting** Other e"vt{ift+Alf an? | 'l7lrlE tl{tu? 4YNi11t47,z. aruao t{l;'a^' 4\$r\eTz, qEtarl ca*e /pra,ee 4r1@ - eF+ u*fieftV^<Taue. 4 t rrVagtf &4 wHnY. ' 'z hf^^rze 6Yt{r14en.c. 4-n' Me47r 1 f-t ,'?uxt* 1T t'Lrr7lE, Et{ QE,UJN iU\FWW' (uFH^r4 4b@' tuNZ * Please specify the manufacturer's color, number and attach a small color chip ** All exterior lighting must meet the Town's Ligbting Ordinance 18.54.050(J). If exterior lighting is proposed, please indicate thi number offixtures and locations on a separate lighting plan. Identify each fixture type and provide the height above grade, lumens output, luminous are4 and attach a cut sheet of the lighting fixh[es. F'oo rzl18 toN 09:rz FAx sos 6zt 2262 ' JEgEKt't.KIi, MAIIIT,YI & AilIGIATES ^1tT ltfi g:''i..l;l; "i"#DENVER, COIORADO 80202 SMARCHS-DENVER -'-'+ SMARCHS-VAIL @ oo1 \ /E ARE SENDING YOU O Aftached Under seDarate cover via D Shop drawings n Copy of letter tr tr n Prints E Plans Change order tr LtrTmi@F TRANSnflITTAL the following items: C Specifications C TEL (303) 623.3355 FAX (303) 623.2262 coPtEs DATE NO.DESCRIPTION " 1Dn 4 lt lro/oa 2zh n;lf.J *t be/' r.,o.tf vu .,t/ THESE ARE TRANSMITTED as checked below:\t[For approval /r'! For your use D As requested ! Approved as submitted ! Approved as noted E Returned for corrections Resubmh - copies for approval Submit -- copies for distribution Return - corrected prints tr n -! O For review and comment tr FOR BIDS DUE ! PRINTS RETURNED AFTER LOAN TO US REMARKS oo ao ., \t'i" ,TOWN OF VAIL 75 South Frontage Road Vail, Colorado 81657 970-479-2138 F/4X 970-479-2452 www.ci.vail.co,us December 12,2000 Joe Lukach Segerberg Mayhew Assoc. 1617 Wazoe Slreet Suite C-2 Denver, CO 80202 Fax: 303-623-2262 RE: Conceptual Review for the Logan Residence to be tocated at 817 Potato Patch / Lot 3, Block 1, Vail Potato Patch Dear Joe, The Community Development Department has reviewed the plans for the Logan Residence, to be located at 817 Potato Patch / Lot 3, Block 1, Vail Potato Patch. The following comments and concerns must be resolved to staff's salisfaction prior to final Design Review Board approval: 1. Please provide a cross-section of the area between the existing driveway easement and the proposed turn-around drive. The Design Review Board was concerned as to how this spot would appear to adjacent property owners. One member suggested doing a second wall to minimize the appearance of the slope. In addition, the Design Review Board would like to see a detailed landscaping plan of this area. 2. Please provide a color board at the final Design Review Board meeting showing both the exisling residence color and material scheme and the proposed. 3. The site plan must be at a scale of 1"= 10' or 1"= 20'. Please submit a revised site plan. 4. Please show on the site plan a 4'concrete pan with 2" invert with no heat. 5. Please show on the site a plan informalion on drainage lrom lot 3, and where it will flow between lot 4 and lot 7. 6. Please indicate il there is a drainage easement belween lot 4 and 7. 7. The proposed address monumenl must be at least 5' off edge of asphalt. Please adjust and revise. In addition, please provide a detail on the address monument. 8. No 2.5 " cobble swale is allowed along Town of Vail right of way. Please adjust and revise. 9. A revocable right of way permit is required for all improvements within the Town of Vail righf of-way prior to building permit. Department of Community Development {p*uo"o oo oo 10. Please indicale a limils of disturbance and some form of erosion control on the site plan. This will need to be indicated in the field with a construclion fence. 11. Please show the localion of the fire hydrant on the site plan. 12.Sheet A4.0 on plan shows 12'wall, correct if need. Wall cannot exceed 6'and will require stamped approved drawing from license PE. 13. lmprovemenls to access easemenls are required per Town of Vail standards of 4 or more units. This will have effects on snow storage and landscape area. Snow storage is 30% of unhealed driveway area and 10o/" of heated driveway area. Please indicate on the site plan. The Logan Residence has been reviewed according to the survey provided and the Primary/Secondary Zone District. The analysis provides the following: Lot Size: 21,083 sq. ft.Zoning: Primary/Secondary Residential Hazards: none Standard Allowed Prooosed GRFA 5208 sq. ft. 5185.45 sq. ft. Garage Credit 1200 sq. tt. 1268 sq. ft. Site Coverage 4216.6 sq. ft. 2227 sq. ft.Landscaping 12650 sq. ft. 13944 sq. ft.Parking Srequired 4enclosed Setbacks. 20|15fi5115 124126115151 Heighr- 33 fl. 32.5 tt. .Foundation and lraming ILC required All of the above commenls and concerns must be addressed to slatf's satisfaction prior to linal Design Review Board approval. Cunently, the Logan Residence is scheduled for the December 20m meeting. Please submit all revisions by December 18th. Should there be any additional comments, the Logan Residence will be scheduled for the January 3, 2001 , meeting. Should you have any questions, please do not hesitate to conlact me at 479-2369. Sincerelv.frhfu Allison Ochs Planner ll Town of Vail F*qtjftijji;fl*sl"' DENVER, COLORADO 80202 TEL (303) 623-3355 FAX (303) 623-2262 ro Jown "P Vait WE ARE SENDING YOU tr Attached ! Under seoarate cover via ,7 LffiTfuF TRADUSNflITTAL oo" Ialeloo l'"'YAAnENrloAl ltiu /)r-l,rc RE: tr Samples the following items: n Specificationsn Shop drawings n Copy of letter ! Prints I Change order n Plans ! coPrEs DATE NO. T +i+lz. fu.uo,f I Ula'tiL h'*-1, I -gzb'sLZn uJz-Jh,4It77z- *o'a THESE ARE TRANSMFTED as checked below: I For approval E For your use I As requested E For review and comment D FOR BIDS DUE Approved as submitted Approved as noted Returned for corrections ! Resubmit -copies for approval ! Submit - copies for distribution ! Return - corrected prints tr tr ! tr f PRINTS RETURNED AFTER LOAN TO US SIGNED: tt anclosurEs are noa as noted, klndly notlty ua at oncE. Routed To:Tom Kassmel or Leonard Sandoval. Public Works Return To:Allison Ochs Date Routed:lr/22100 Retum By:ASAP Project Name: Project Address: Project Legal: Project Description: Logan Residence 770 Potato Patch Lot 3, Block 1, Vail Potato Patch New SF (really a private art gallery) Co,n,T"if Development pr"n notg Form Approved _x_Denied (cite detailed reasons) App.oved with conditions Revocable right of way permit required for landscaping. At building permit stage. Date received: Reviewed by: Leonard Sandoval Date reviewed: 12-19-00 F:\E VERYONE\DRIP\ROUTING\9 SROUTNG\PUBLICWO\ I MASTER.FRM ao-,snity Development prun nou*g Form Routed To:Tom Kassmel or Leonard Sandoval. Public Works Return To:Allison Ochs Date Routed:1U22/00 Return By:ASAP Project Name: Project Address: Project Legal: Project Description: Logan Residence 770 Potato Patch Lot 3, Block 1, Vail Potato Patch New SF (really a private art gallery) Approved _x_Denied (cite detailed reasons) Approved with conditions I r_.; .' : :.''i:J' , , llt,,, !;,COMMENTS Need title reoort Site Plan must be on scale of 1": 10' or I ": 20'. Adiust and revise. Show on site plan 4' concrete panwl2" invert with no heat. Show on site plan detail information on drainage from lot 3, and where it will flow between lot 4 and lot 7. Is there a drainase easement between lot 4 md7? Proposed address monument must be at least 5' off edge of asphalt. Provide detail on address monument. No 2.5 " cobble swale allowed along Town of Vail right of way. Adjust and revise. Revocable right of way permit required for landscaping. Provide limit of disturbance fence. erosion control, etc on site plan. Show location ofFire hydrant on site plan. Sheet A4.0 on plan shows 12' wall, conect if need. Wall cannot exceed 6' and will require stamped approved drawing from license PE. Improvements to access easements may be required. Per Town of Vail standards of 4 or more units. Date received: Review'ed by: Leonard Sandoval Date reviewed: I l-30-00 F:\EVERYONE\DRIP\ROUTING\98ROUTNC\PUBLICWO\l MASTER.FRM TOWN OF VAIL Depailment of Community Development 75 South Frontage Road Vail, Colorado 81657 970-479-2 t 38 FAX 970-479-2452 www.ci.vail.co.us October 4, 2000 Joe Lukach Segerberg Mayhew Assoc. '161 7 Wazoe Street Suite C-2 Denver, CO 80202 Fax: 303-623-2262 a t.\*(rt ,3L a I a RE: Conceptual Review for the Logan Residence to be located at 770 Potato Patch / Lot 3, Block 1, Vail Potato Patch Dear Joe, The Design Review Board conceptually reviewed the proposed residence at 770 Potato Patch at their October 4th meeting. The following were their comments and concerns: 1. Please provide a cross-section of lhe area between the existing driveway easemenl and lhe proposed turn-around drive. The Design Review Board was concerned as to how this spot would appear to adjacent property owners. One member suggested doing a second wall to minimize the appearance of the slope. In addition, the Design Review Board would like to see a detailed landscaping plan of this area. 2. The Design Review Board also recommended continuing the grade on to the Logan's adjacent lot to minimize lhe effects of any retainage or grading. 3. The Design Review Board believed that the two houses did not need to be exactly the same. Please provide a color board at the final Design Review Board meeting showing both the existing residence color and material scheme and the proposed. Should you have any questions, please do not hesilate lo contacl me at 479-2369. Sincerelv.uL@ Allison Ochs Planner ll Town of Vail tPun"t"t 'o f^a, 'I tpla-.:J TOWN OFVAIL \.r 75 South Fronlage Road i Yail, Colorado 81657 970-479-2138 FAX 970-179-2452 www.ci.vail.co.us July 27,2000 Joe Lukach Segerberg Mayhew Assoc. 1617 Wazoe Street Suite C-2 Denver, CO 80202 Fax: 303-623-2262 RE: Conceptual Review for the Logan Residence to be located at 770 Potato Patch / Lot 3, Block 1, Vail Potato Patch Dear Joe, The Design Review Board will be conceptually reviewing the proposed residence at 770 Polato Patch at their August 2no meeling. Because I will be out of town, George Ruther will be presenting the proposal to the Design Review Board. Please have the proposed residence staked by noon on August 2nd, so the board can review the proposal at their sile visit. I have completed a preliminary review of the Logan Residence, outlining some planning issues and concerns. A more in-depth review will occur following the conceplual review by the Design Review Board. The preliminary analysis provides the following: Lot Size: .484 acres or 21,083 sq. ft. Zoning: Primary/Secondary Residential Hazards: Slopes in excess ol 30% Site Coverage 15% (3162 sq. ft.) Driveway Coverage 10% (2108 sq. ft.) Allowed Prooosed GRFA Height 5208 sq. ft. 33 fr. 11% (2249 sq. ft.) 29% (6101 sq. ft.) analysis not complete*please revise toof ridge above garage is over the maximum height limit Other lssues of Concern 1. The connection belween the two unils and across the property line is a deck, approximately 10 ft. above grade. According to the Town Code: Balconies, decks, tenaces, and other similar unroofed features projecting from a structure at a height of more than five feet (5') above ground level may project not more than five feet (5') nor more than one-half (1/2) the minimum required dimension into a required setback area, or may project not more than five feet (5') nor more than one1ourth (1/4)the minimum required dimension into a required distance between buildings. A balcony or deck projecting from a higher Department of Community Development {p un"uoruo elevation may extend over a lower balcony or deck but in such case shall not be deemed a roof for the lower balcony or deck. However, also according to the Town Code Setbacks Obserued: All accessory uses and structures except fences, hedges, walls and landscaping, or ground level site development such as walks, driveways, and terraces shall be located within the required minimum setback lines on each site. Recreational amenities may be exempted by the Design Review Board if it determines that their location is not detrimental e nvi ron m e ntal ly and/o r ae stheticaily. Therefore, a "recreational amenily" may encroach into the setback if the Design Review Board exemots il. Please reconsider the connection between the two units. As currentlv proposed, a variance would be necessary. 2. Because of the steep slopes benealh the proposed residence, lhe Hazard Regulalions ol the Zoning Code are applicable. I have attached the Hazard Chapter for your use. According to Chapter 12-21-14E.2. 2. "Not more than ten percent (1 0%) of the total site area may be covered by driveways and surface parking." The analysis of the plans indicates that driveways and surface parking, as proposed, covers approximately 29/" ot the lot area. This will need to be revised. In addilion, staff would recommend locating the residence on the flafter portions ol the lot, therefore minimizing the length of the driveway and minimizing the site disturbance on the lot. I will be back in the office on Monday, August 7th. Should you have any questions, please do not hesitate to contact me at 479-2369. Sincerelv./Jr/' "/l/HWD( W< Allison Ochs Planner ll Town of Vail Page I of2 Charlie Davis - Re: Logan Residence Gallery Rough Frame Inspection Questions From: RickCaudelcrcaudel@ranelson.com> To: <dianeh@nicolstruct.com> Date: 040412002 'l'l:26 AM Subject: Re: Logan Residence Gallery Rough Frame Inspection Questions CC: "Davis, Charlie"<cdavis@ci.vail.co.us>, "Lukach, Joe"<jlukach@smarchs.com> Diane, Thank you for the quick response to the Rough Frame inspeclions. I'm unable to get you any clear photos ol the beam penetrations, since they are full of duct work. lwill lonivard the 1?/28101 fax to the Building Department for their record. I feel comfortable that both the shop and installed penetrations were installed per plan. I will have the framer install the additional studs per your notes on items 2a & 2b. REC Diane Hinzman wrote: > 1. Regarding the steel beam penetrations: if installed according to 5h4l01 > slructural drawings and Nicol Associates fax dated 1U28101, including plan > localions, plan notes #4, and detail 2/S2, the openings are approved. I may > be able to write a letter based on seeing digital photos of the various > beams if the openings show up clearly enough. > 2. a. The 2x6 stud below the valley beam should be doubled. > 2. b. Double studs should be placed below the 45 degree microllam beams in > the exterior walls. > Please provide photos for item 1, and notify me with any turther questions. > Diane Hinzman > Nicol Associates, lnc. > (303) 665-0090 > ---Original Message--- >From:RickCaudel[majllprc_au_d_e@ranejso_n.c,pm] > Sent: Friday, February 01,2002 2:43 PM > To: Lukach, Joe; Hinzman, PE Diane > Cc: Davis. Charlie > Subject: Logan Residence Gallery Rough Frame lnspection Questions > Today we passed our Rough Framing Inspection. Charlie Davis with the TOV > Building Department has a few questions, lhat need to be addressed as > soon as possible. > 1. A letter from Structural that the steel beam penelrations are > approved as installed. > 2. Confirmation that three locations in the building might require a > stud packlor additional support. The locations are detailed as follows: > a. At the valley in the stair roof at Grids 1.5 & D on Level 3. > Please refer to photo 461 .> b. In the Level 3 floor framing, where lhe corners are cut back at a > 45 degree angle for the deck above. The Grid locations are 4 & 5 fi le:/iC :\Windows\TEMP\GW) 0000 I .HTM 02/05/2002 > between G & L Please refer to photo 463 (grid 5) and photo 466 > (grid 4). > Should you have any questions or require fuiher inlormation regarding > the above, feel free to contact me directly at 970.479.74W. > Thank yur, > REC I Page2of 2 fi le://C:\Windows\TEMP\GW) 0000 I .HTM 02t05t2002 RANelson&Associates TRANSMITTAL No.00073 PROJECT: Logan Residence Gallery Town of Vail Building Department 75 South Frontage Road Vail, CO 81657 Charlie Davis COPIES DATE ITEM NTJMBER I 8/8/01 SUB A3 | 9/5/01 CIC I t2/28t01 CrC DATE:2/4/02 REF: Framinglnspections Clarifications TO: ATTN: ITEMNO. 1 3 Remarks: CC:File Eryeditigl O REV.NO. DESCRIPTION STATUS Roof Truss Shops with calculations Revised Roof Truss to hand frame connections Structural Clarification on Field Modified Beam Penetrations Charlie, As requested we have attached a copy ofthe logan Gallery Roof Truss shop drawings, a clarification from the Sfuctural Engineer on hangers between trusses and hand framed hips also a layout of some field modified steel beam penetrations. I sent you an email from the Engineer regarding the shop installed steel beam penetrations and her comments on the additional stud packs. Should you have any questions or require further information, feel free to contact me directly at479.7490. Thank you, REC \VIL ARR SRNDTNGT SI TRMTTTNIIT I.f|P.ACT| f|N TAI{f'.Nr Ef Shop Drawings E Aooroval E Aooroved as Submitted EI utt",l[ Your Use E Aoomved as Noted I p.ins EI es Requestcd E Retumed ,qfler Loan LJ Change Order E Review and Comrnent I nesubmit D phns E srb.tt I sarnples SONTVIA:f Retumed D Specificarions M en*n"o LJ R€tum€d for Conections Ef oth".,D Semrate Cover Via;Due Date: RE0'DFEB -5ZOO? No.00010 fnO.lrCT : Logan- Residence Gallery TO: Trusbab Inc 6181 335 Rd 970.984.2336 New Castle. CO 81647 DATE:8/8/01 REF: Roof Truss Shops anh#1y!z 7t2stvl Roof Truss Shops '-,;;,"'# i;ffr 'rrt:fr:: :2,,-f re,,, . N |^tP ru1 (ute'"t) ttt' L fn Y 4n -(/t^5" ,^t,''nn L /tLrt; /arz't'- bfa'f"r 8:"' 1,,,4 u*1, *'^t nN'Lt..5 o CC: Expcditioo O Signed: Rick Caudel R -/!*Eusrrq{ rEffiru6rolEoGTCIO O REvEEIRE$HIT tr dtrsPEcfEllttr otrm I [l il GEBI.Cm|E mll [f Nl coEPt c t: mtr ro ffifl. fft$rE illH Ilf, tmfin gH r !: cilmc{ mEm ilY Astlollril | lltlD r: nEcHll c nc PWs m ftcHilnqmgm FnEso$$l ffi lx66n6 XO qXmEffl 8{X.l E COIRE m Cffi.^.-l6, ll lG s $E fimfi|(t nGs fi, Eomqf,s c 006nrmr mwu c $ rfi( iln t|{T tr lu om!ilEm nc8AnFrc|fil ?qffiu|fE 0f ls ll0fl( SBCEEBENO MATHEW & ASSOCL{TEs R.A.NemoN f int builders LOGAN RESIDENCE GALLERY #34-01-00 ROOF TRUSS SHOP DRAWINGS STJBMITT AL #2 PACKAGE OOG1OOO July 26,2001 NOTE: Attached Shops Reviewed for Content, Architect and Structural Engineer Review and Veriff Calculations lF}lFLii#ft l".ffi ii$tili:'i$iiftt$'iqti ilgiiff [i,iiliili;t,ili'iitll':-,t::';]llil'i"'[1!l f.ilc0l A.$$#ci*"i"8$, ii'{c' Consuliing Strul;ttl:ili Frglnoars ('re,it;hg opllot t uititie: .'t,ri ittt;itii.t!: li in{, rehtiotships sitrca Ii)7tt. 51 Eagle Road #2 PO. Drawer 5400 Avon, Colorado 81620 t.970.949.5152 f.970.949.4379 www.ranelson.com ilI.rIr-{I1T- =rbqr-rG+:il rr-E ffifffi - r5E=nI-.-- IIT'C[IUIIWlrdhtntkItcfDffiellrofi1fn , aht ?S ?aar TRUSFAB TNC. 618l - 335 t{D. NDW CASTL|', CO 81647 I'IIONB: (970)984-2336 FAX: (970)9S4-3533 FAX COVtrR SHEET p67a3 7/ /e / TO: /ltct< CAuOEL-. FROM rno,' W@' SUI}JECT: 2d,5 E To77 PAGES TO FOLLOW: 6 6 \ /a-"{-- - *** sHop DI{AWING AI,I'ltovAL GUIDI'LINIIS*** ,, Pq{qF IAVE YOUR CUSTOMER CLOSELY REVTEW SPANS, PITCHES,,' LOADING, AND QUANTITIES. IF TTIE INFOITMATION IS AS ITEQUIRED,I'LEASE HAVE YOUII CUSTOMEII SIGN ON EAClr DITAWNG ENb rNX brrMAIL TFTEM To us. tF THE pne@LEASE MAKETltE CIjANGES oN EACIi spEclFtc DlrAwINc AND FAx ot( MAIL Tl-lErvt roUS. ALSO PLEASE I{AVE YOUI( CUSTOMEIT FILL OUT TIIE ATTACI-IED.\.. "JOBSITE LOCATION SKETCI{" SI.IEET FOR DELIVEIIY I'URI'OSES. \ i I I I I > This sketchthat you bejobsite. will be used for delivery purposes. It is itnportant as accurate as possible in giving directions to your a-b V61 1o txtl l* l'16, NoRTH 7t1n' fhnro &nun 57*y p7 wrsr--f-rasT h*r> UA1 .o/ t"r^ $",tl*i k'> I kfry U'- Zn,la. 7o ftn **',)ii,* Vn (Wh fra- 5rt4t ttv1t4 /,no-t bkt '6rc.\, fVrrf") U o4?o fz'*> Sl"ta 5%'t'!o hY AY,+ 2 th'l? SY.V :.'- lqtl (hs>.'' 5fu^'€7 (and CANqs3 'W",ol 1 'To fttggw.funo','fr,4 #tii:-,.il, F, ro vuro Ktn city Limits Lf ortside City Lirnits Jos NnMe +M JOBS I TE ADDRESS ,rr, /rrrr.G PH0NE 9.8_4-2.336F/+r qg4-3s 33 JOBSITE PIIONE 94-otoo #t /,, COMMENTS: r7 , ,/l(fuk /LtulL (*r'o& Q ?to- 4t r- 3,s<+ uh'* Psztt/*'l tl, rul'^F t ht- M l/ort #4. CAjn' A;i^n;';iA' s\-t\*>hini $. o rki t.. R,N. *t \in f\\g EI V o +s ul rI \l$irt i$ss{ 0 I 0) o E \S ii ? I r0lrl u I 0 14-5-15 Y.K-ry C0 (:)- = 12-2-0 23-6-O t* $s \b> \F \{ eN $th\ \A I $- I P t'I \ i -\h\ t.1 TSt$$ l$-$rs\*$$i $ N (,l I 0) I r) t, N I N I @ .E}-DEL .Et F .B €'_ DE]L -E}_DE L -€l -B -El '€t - DEIL l< t< t< K l<1 DE}L .J ;J .J J1 3\ Niu'tI s\ \ \ W'1- \*\il d L I 0 I Co n VI v, N).(, I o I mt ii N I m I o $ , " _f O$l \-:ull -=i nsQl*n .ei I I o I I 0 3- 1 - 2 N) 0) I ur I N 3- 1-2 J_ o U I U .9- 5- 12 55-8-O o (, I o I ! I o -U) OO- fa) TRUST'AB INC. 6181 -- 335 RD. NEWCASTLE, CO 81647 Phone: (970)9t4-23t6 Far: 9t4-3S33 SUMMITLUMBER P.O. BOX 490 EAGLE, CO 8163I Job Nunber: 8079 Page: 2 Dafe: 07-23-7001- 3: 15:18 PM Proj€ctlD: 8079 Itojccr: l,oGAN RES. Block No: Modcl: GALLER l-ol No: Deliver To: Pt ae 2 aF7 AcmuntNo: SE Desigrr: TK SalesFson: TROY KELLEY QuotcNumber: 8079 SPATA/KLER baAOS HAt/E EEe'at A e c au A/rEa FaA BuT /-a-/Lufa B E eaN truqM EO. rnenwa:a4cw lS rcor l^wot /-d **. l,d ' A LL- H|\MC?E RS F I orllE-q9 Total Truss Price: Selling Price: Y 1l* .l l\u}Jl''lt) ll!\-. 6181 - 335 RD. NEW CASTLE. CO 81647 Phonc: (970)9t4-23it6 Fa:: 9Ezl-3531 To: SUMMITLUMBER P.O. BOX 490 EACLE, CO 81531 Job Number: 8079 Page: 1 Dat6: 07-23-2001- 3: 15:37 PM Project ID: 8079 Projea: LOGAN RES. Block No: Model: GALLER [.ol No: Deliver To: Pt ae Account No: SE Dcsigner: TK S8l6p€rson: TROYKELLEY Quoto Numbcr: Emg l-10-10 o Job 8{r79 Truss H.n 2 otv Ply 3 I (ootional) ) lnc., Nsw c6lle, co, E1047 4.201 SRI ssep 13 20oo MiTek Indualrios,Inc. iron Jul 23 14:16:11 2001 Pags' , -3-G0 , t$o , 7-9-O '9€-O , lSO 1&6-0 3.G0 5-9-0 2-G0 2-O-O 5-9-0 X) Scab = 1 ;37 6x12 = 2x4 ll 6x12 = CDE d",,,ltlg ffi ,L='.1,0="i.= \"rgl=^(t--t @A*o-- \,..- 3.oo r12 {xlo:\ t-.-} _ F1-8 , 7-9{ , 9+8 , l${t | | 3-O.O ts+o {.{13-8t. tFtt$.t1.Gt LOADII{G ord)TCLL 8{r.0TCDL 15.0 Fbt ,B:B SPACINC 2-{r-0 Pld63 lncreesa l.qt Lumb€r lncroaEe 1.00 Rep SIIs€s Incr NOCode UBC/ANS|95 GStTC 0.€BC 0.97wB 0.&l (tvbtrix) DEFL in (loc) Udefl Vart(LL) 432 | >571 V6rl(IL) -O.41 | >436 fbtzCIL) O27 F n/a lst LC LL Min Ydstl - 2|o PLATES GRIP Ml20 169/123 Weigl : 226 lb LUIIBER TOF CHORD 2 X 6 SPF€ I65OF 1.5E BOT CHORO 2 X 6 SPF-S 1650F 1.5EWEBS 2X4WWStud REACTIoNS (b {ze) B=4512rc-5-8, F=4281/0-$8 Max Horz B'163(load caso 4) Max UdinB=-740(load case 5), F=-720(load case 5) BRACING TOP CHORO Shealh€d or q)-O oc purlins. BOT CHORD Rigid ceiling dir€ctly applied or 1GG0 oc brecing. FORCES (lb) . Firsl Load Casa Only ToP CHoRD A-B:214, B-C=-l5114, C-D=-l5917, D-E=-15917, E-F=-14104. F-cc214 BOT CHORD B-K=13830, J-K='13856, J-L='r4591, LL=14590, t-tvF13671, H-tr,t=13672, H-N=1292.t, F-N=1289sWEBS Gl=1489, Dl=-5€. E-l=2s21. E-H=3208. C-J=322,1 NOTES 1) Thb lruss has b6n c-fteck€d for unbabnc€d l@ding conditbns. 4 Thb lruss hes boon d63ig1l€d for lh9 wind loeds gonerat€d by 85 mph winds 81 25 fl abow ground bvel. using 5.0 Ff lop chord do€d load 8nd 5.0 Ff botom chord d€sd load, l(xl mi frorn hurbano oceanlino, oo an mDanct cat€oory ll, cqdition I endGed buiHing, ot dim€n8bns l(x) i by l(x) fl wilh expo6ure C ASCE 7-gt p€. UBC/ANSIS' It ond €rticsls or osntil€vors exi3l, lhq are exposed lo wi.d. F porfiG €risl,lhsy are nol oeo6.d lo wind. The lumb€r DOL incrsaso is 1.33, sndlh3 pleta grip Incros€ b 1.33 3) Provilo adoquat€ drainega to prwonl lvatof ponding. ,l) This ttuss has boon d6lgnod tor e 10.0 pcf boliom chord liw lood nonconcuneot with any othsr liw l@& p6r Tabl6 No. 1&8, UBC44.q Bearing al irint(3) B, F conEiders parelld lo g]gln value using ANSrTPI 1-1995 anglo lo grain formula. EuiHing designer should vorify caFcity oa b€aring sufec€.q Ptwido m€chanical conn€clion Oy olheG) of truss to b€aring plata cepsbl6 ofwithslanding 740 lb udn at loinl B and 720 lb uplifl 8t jdnl F. 4 This lruss hes bo6n daslgnod with ANSUTPI 1.1995 crileda. 8) Load caso(s) 8,9, 10, 11,12, 13, 14, 15, 16 hes been modif€d. Building d63lgner musl r€vie$,loads to \€rit that th€y are correcl for lh6 intended usa of ihb tru83. 9) This truss ha8 bson d66igned for a moving conaEntrated load of 25o.0lb live and 100.01b dead located al sll mid panels and at all pen€l pdnts along ths Bottom Chord, nonconcurronl with any other liv6 loads, '10) Spooisl hangor(s) or Gonn6olion(s) required lo supporl concentreted load(s) 773.91b dot,n erd 308.41b upat 9-$0, and 1723.91b dor{n erd 420.51b up at 5.$0 on top chord, and 100.01b dov\rn and l1.8lb up at 9-4{ on bottom chord. Design for unspecilied connoclion(s) is d6legetod to lhe building dosigner. il1) Spcial conn8olion rsquirsd to distributo top chord loads equelly betyv€en all plies. 7 Castle,s SeD 13 2000 MiT NOTES !2) Sply tru6s to b€ conneci€d tog€ther with 0.1311€" Nails ss follov,rs: Top chords conn€ded as folloars; 2 X 6 - 3 rona et g-O oc. Bollom chords connectod as tollot,t.ts: 2 X 6 - 2 ro,rrs et D7{ oc. Wobs connac-ted as follov\6: 2 X 4 - 1 lovv at Gg-O oc. Spadal hange(s) ot conn€ction(s) requirod lo suppod concsntrat6d load(s) 773.91b dov',m and 3o8.4tb up at $9O, and 'l ?23.91b dorrn and 42o.5lb up at 5-$O on top chord, and loo.olb do,\rn and 1l.8lb up al 98 on bottom chord. Design for unspocitied conneclion(s) is dsl€gated to tho building designer. '13) Spocial hangoG) or connoclion(s) required lo suppod conc6ntratod load(s) 773.91b down and 3o8.4lb upet *90, and 1723.91b dov\rn and 42o.5lb up st $9-O on top chord, and lCD.Olb down and ll.8lbupat $4€on bottom chord. Oesign for unspecifi€d conn€ction(s) is delogalsd lothe building designer. LOAD CASE(S) Standerd Excopr: 1) R€gular: Lumber Increasa=l.00, Plate Incr€ase=1.00 Unitorm Loads (plO Ve : Ae-i9O.0, C-E.-346.4, E-c=-190.0, &J=36.5, H-J=-3i4.3, F-H=-36.5 Concentral€d Loads (lb) Vert C=-123.9 E*?73.9 H=-1m.0 8) lsl Sprinlder Load: Lumbor Incrsa$=i.25. Plate Inoreesa=i.2s Uniform Loads (plf) Ven: A-G-30.0, GE=€4.7, E.c=-30.0, BJ=€5.5, HJ=-i02.6, F-H:36.s Conc6nlretod Loads (lb) Vert e-348.4 E=-122.2 H=-23.8 K=-350.0 9) 2nd Sprinkler Load; Lumb€r Increasa=1.25. Plats Incr€ese=1,25 Unifo.m L@ds (plD Vert: A€=-30.0, CE=€4.7, E-c=-30.0, B-J=€6.5, HJ=-102.6, F-H=-36.5 Corpentralod Lo€ds 0b) Vert: e-348.4 E=-122.2 H=-23.8 L=-350.0 10) 3rd Spdnkl€r L@d: Lumber Inq€ase=l.25, Plate Incr€se=1.25 Uniform Loads (plO Vert: A4=-30.0, C-E=-54.7, E-c=-30.0, &J=-36.5, HJ=-102.6, F-H=-36.5 Con6ntrated Loads (lb) Vert: C=-3r|8.4 E:-'122.2 H=-23.8 lvF-350.0 1 1) 4th Sprinklo. Load: Lumb€r Increaso=1.25, Plate tncreas6=.1.25 Unitorm Loads (pf) v€rr: A-c=-30.0, cE=-54.7, E-c=-30.0, &J=-36.5, f|- =-102.6, F-H=36.5 Cono€nlmted Losds (lb) v6d: c:-348.4 E=1222 H.-23.8 N=€50.0 12) 5th Sprinkler Load: Lumber Incr€ase'l25, Pho Increaso=l.25 Unttorm Loads (plD V6rt: A€--30.0, OEs54.7, E€8.3O.0, SJ.€6.5, H.i:102.6. F-H=i6.5 Coocontratod Loads (lb) Ven: e-3r|8.4 E -122.2 8.350.0 tt=-23.8 6th Sprinl4er Loed: Lumber IncrgasF1.25, PHe Incr€asFl.25 Unitorm Loads (plD V€rt: A.C=-3O.0, C-E=-54-7, E-G=-3O.O, &J.-36.5. HJ=-102.6. F-H.-36.5 Concantrated Loads (lb) Ved: e-3|l8.4 E=-122.2 J=n50.0 H=-23.8 14) 7th Sprintler Load: Lumbs.lncr6as€='1.25, Plat6 Increasa=l.25 Uniform L@ds (plD Ved: A-C:30.0, GE=-54.7, E-c=-30.0, B-J=-36.5, H-J=-102.6. F-H=-36.5 Concontraled L@ds (lb) Vert: C=-348.4 E=-122.2 H=-23.8 t=350.0 l5) 8th Sprinkler Load: Lumb€r Incrsase=1.25. Plate IncreasFl.25 Unifom L@ds (plD Vert: A-C:-30.0, C-E=-54.7, E-c=-30.0, B-J=-36.5, H-J:-l02.6, F-H=-36.s Concentraled L@ds (lb) Vert: C=-348.4 E!-122.2 H=-373-B 16) 9th Sprinklor Load: Lumbor Incraase=l.25, Plate Increase=1.25 Unifom L@ds (plf) Ven: A€-30.0, C-E--54.7, E€=30.0. &J=€6.5, H-J=102.6. F-H=-36.5 Concentrated L@ds (lb) V6n: C.-348.4 E=-122.2 H=-23.8 F=€5O.0 o Job 8079 Truss A1 Truss TvDe sc|ssoo oty 1 Plv 1 ;*, Inc., Nev{ Caslle, CO,s Sep 13 , n4o , 7-9-O 1$6{l , 18+0 7-9.O 7-9-0 3{.{) Soale = 'l | 7-9-0 , 1S-o | | 15.6-0 Plat6 Offsets (X.Yl:i-13.0-G4l LOADII{G (p6t)TCLL a).0TCDL 15.0lcLL o.o FDL 10.0 SPACING 244 Plal€sIncreas€ 1.m Lumber lncroaso 1.00 Repslress Incr YESCode UBC/ANS|95 cslTC 0.90BC 0.67wB 0.23 (t\tatrh) DEFL in (oc) Udefl Vert(LL) {.25 F >713 VsdCrL) -O.34 F >527 Horz(TL) 0.23 D ry'a lsl LC LL Min Udefl = 24) PI-ATES GRIP Mll20 1971144 Wdght 72 lb LUMBER TOP CHORO 2 X 6 SPF€ 1550F t.5E BOT CHORD 2 X 6 SPF€ 1550F 1.5E WEBS 2 X 4 SPF-S 2100F 1.8E REACTIONS ot'/size) 8=2210/0-$8, D=2210/G$8 i/b( Hoz B=1 76(load case 4) lvlax UpliflE=.402(load c€se 5), D=-402(load case 5) FORCES (lb) - First Load Case Only ToP CHORD A-B=214, B-c=-4293, C-D=-4293, DE=z14 BOT CHORD 8€=3749, F€=3764, F-H=3764. BH=3749 BRACING TOP CHORD Sheathed or 3-7-10 oc purlina. BOT CHORD Rigid ceiling dh€ctly apdiod or 1O"OO oc bracing. cF=18@ NOTES 1) This lruss tras been ch&k6d for unbslanc€d loqding condilions. 2) This lruss has baen designod for lhe v{ind l@ds gonerated by 85 mph winds al 25 fr abo,/s gmund l6vel, lsing 5.0 psf lop chord dead l@d and 5,0 p€f bottom chord dead bad, l(x, mifrom hurican6 ocoanline, on an occupanct category ll, conditbn l€nclosod building, ot dimensions lOO fl by 100 fr with expoBure C ASCE 7-93 p€r UBC/ANS|95 lf end wrticals or cantilewrs exist, they ars expo6€d lo wind. lf porches exisl,lhey are not €xpoGed lowind, The lumber DOL increase is 1.33, and the plate grip inqease is 1.33 3) This truss has b€€n d€signed for a 10.0 psf bottom chord live load noncorrcurrenl wilh any other liw loads per Table No. 168, UBC-94. 4) B6sring at Finl(s) B, O considorE parallel lo grain valu6 using ANSrTPI l-1995 angle to grain formula. Building designer should veriry capacily ot bearing aurfac6. O Provido mE fianical connection (by olhsra) ot lruss lo besring plale capablo ol withstanding ,O2 lb uplift atjoint I and 402 lb uplift at ioint O. 6) This lruss has been designed with ANSI/TPI 1-lS5 crileria. 4 Load oasE(s) 8,9, 10, 11,12 hes bo€n modiliod. Building designar musl revieu,losds to v€riry lhal they are conoct tor th€ intendsd us6 of lhis truss. 8) This truss has b€sn d€sign€d for 8 moving cor|cantrated load ot 25o.0lb live snd l00.Ob dead locatsd at all mid panels end el all panel poir$s elong lhe Boltom Chord, nonconouJront with any olher live loads. LOAD CASEIS) Sbndard Ecopt: 8) 1st SprinHer L@d: Lumb€r lrlcrease= 1.25, Plale lncrease=1 .25 Uniform Lo€ds (plD \ Verl: A-C=-30.0, C-E.-30.0, &F.-20.0, D-F=-20.0 I Concentreled Loads (lb) 7 Veri: G=-350.0 9) 2nd Sprinkler Load: Lumb€r Incregse=1.25, Plale Increase=1.25 Unifom Loads {plD Vert: 4€=-30.0, C-E=-30.0, B-F=-z0.0, DrF=-20.0 LOAD CASqSl Cqrdrrbd l-oed8 (lb) V€rt tF.35O.0 3rd Sprhld€J l-ocd: Lumbsr kErsaao.l .25, Plaie IncrsG€.l .25 Unitom Lo€ds (ptr) v6rt: AFcr€o.o, c-E=€0.0, &F.-20.0, D-F*20.0 Concontralcd Loads (b) vsrlt 8.-3f'(1.0 11) 4th Sprlnkler Loaall Lumber Incr€ese!1rs, P|ato IncreessFl.2s Uniform Loed8 (plD vc : ac.€0.0, GE=€0.0, g-F--20.0. DLF:20.0 Conc€n[rdsd Loods (b) Vod: F.-350.o '14 sth Sprintlot Load: Lumbsr Incre83€El2s, Phe Incrs.sa-1.25 Unifom Loa& (plD Vad: A-C=€0.0. C-E=€O.o. B-F!.20.0. DEF!-20.0 CorEsntratod Loods (lb) Vod: D--350.0 ::".n"- s Sep 13 I -$04 | 5-9-O I3-(}.0 5-9-0 I s_$o I3{-{t 5-9.0 Scsle = 1:25. l. li'lr t3 t: l-l* PLATES GRIP Mlt20 1971144 Weighl: 29 lb DEFL in (loc) Ydefl Vert(LL) {.05 BD >999 VertCfL) 0.28 A-B >142 Hoz(IL) 0.m D n/a lsl LC LL Min Ud€tl = 2.o Ptat6 lnc€ase 1.0o Lumber Incr€ase 1.m R6p Stross Incr YES cod€ UBCiANSI95 LUiIBER BRACING TOp CHORD 2X6SPF€165OF1.5E TOP CHORD Sh€alhed or ''94 oc purlins, excepl end v€rticals. BOT CHORD 2X5SPFS155OF1.5E BOT CHORD Rigid ceiling directly applied or 6&0 oc bracing. WEBS 2 X 4 SPF-S 21MF 1.88 REACTIoNS (Usizs) D=3Tofirschanical, B=1389G$8 [ilax Hotz 8=231(load case 4) Max UpliftD--26(l@d cas€ 4), B=-323(load case 4) Max GravF454(oad case 8), B=1389(load case 1) FoRcES (b) - First Load Case only TOP CHORD A-B=214, &C=-290, C-D=-316 BoT CHoRD BE=no, O-E=10 NOTES 1) This truss hes b€en d€signod for th€ wind loads generaled by 85 mph winds al 25 R abo,/e ground level, using 5.0 psf top ohord dead load end 5,0 psf bottom chord dead load, 100 mifrom hurricano ocoenlino, on en occupancy calegory ll, condition I enclosed buiHing, of dimonsions 100 n by 100 fl with exposure C ASCE 7-93 per UBC/ANS|95 lf end v6rlicals or cantilew.s exist, they aro expossd to wind. lf po.chG exist, th€y sro not oeos€d to wind. The lumber DOL increase is 1.33, qnd thE plale grip increase is 1.33 2) Thb trus8 hes b€en d66igned for a 10.0 psf boltom chord liw load nonconcuror with any other liw loads per Table No. 16-8, UBC-94. 3) R6fer lo girde(s) for lruss lo lruas conneclions. 4) B€ering at ioint(s) B considers perellelb grein valu€ using ANSUTPI 1.1996 angle lo grein lormule. Building designer should veriry capscily of b€aring surface. 5) Prd/irr fl€ahanioal connoclion (by others) oftntss to bsaring pletE capoble ofwithstending 26 lb upliff at ioinl D and 323 lb upliff al joinl a. O This tnr€s h6 boen d6ign6d wilh ANSUTPI 1-1995 criteria. 7) Loed caso(s) 5, 7, 8 has b€on modified. Building dosignor must revi€r.i, l@ds to wrify thst thoy are con€cl tor the ir ended uso of this lnlss. 8) This truss hes b€dn designed for a mo/ing ooncentralad load of 250.0lb liva and 100.01b d6ad located at all mid panels and at all panel poinls along lh6 Botlom Chotd, nonconqrnenl wilh any olhet lit€ loads. LOAD CASE(S) Slandard Excepl: 6) lst Sprinkl€r Load: Lumber Incraasa-1.25, Plete Increas€=i.25 Uniform Lo6ds (plo Verl: A+-30.0. SO--20.0 Concontlelod Loads (lb) Verl: E.-350.0 7) 2nd Sprinkler Loed: Lumber Increase=1.25, Plate Incroase=1.25 Unifofm Loads (plD Vart: A-C=-30.0, &D=-20.0 twn(* Job 8079 Tru35 B :::",n"- atv 23 Plv D(ootional) | ruanD |nc., New uaaro, u9, 6lorlt LOAD CASqS) I CdF nLebd Lmds 0b) I V€ : F.350.0 E) }d Spdnklar l-osd: Lumbor lmfEsFl.25, Plde Incr6asF1.25 Unitom Loeds (plD Ve :AG€O.o, &D.20.0 Conasnlralgd Loe& (lb) Vert D--3q).0 sllt s :t€p 13 zqJu Mr | 6[ |ncuatnca, Inc. ] on Jut 23 14:16:14 201 Fr 1 -1.$o | +9-1a I &ra , 11a10 , 1+rr-z , 1-$O 44-14 3.3-6 3€6 3-S13 3.sFT 3x4 ll F zrl ll | +*14 , 8-14 , 11410 , 1+1't-7 ll-5-o 14-11-7 Scale = 'l:37-l MINHOG 3x6 = 1oxl0 = 4x6 = SPACING 2+O Plal6 Increase 1.q) Lumber Incr€asE 1.0O ReD Slr6s Incr NOCode UBC/ANS|95 DEFL in (loc) Uddl Ved(l-L) -{1.(x) lJ >999 V6nOL) {.12 lJ >999 HozCIL) 0.03 G da lsl LC LL Mn Ud€fl = 240 PLATES GRIP Mff20 169t123 Weighl: 158 lb LUiIBER TOP CHORD 2 X 5 SPF-S .t650F 1.sE 80T CHORD 2 X 5 SPF-S 1650F 1.5EWEBS 2X4\ryWStud'Bcepl' w32X4SPF-S2100F1.8E REACT| ONS (b/size) e3769l0-r8, B=2197tO-7 -12 iJtax Hoz B=-244(l@d cas€ 3) Max UplmG=-464(load case 4), B=-322(toad cas€ 3) BRACING TOP CHORD Shoathed or H}.(, oo pu.lins, e(cept end vertioals. BOT CHORD Rigid cailing direclly applied or 1(){!0 oc bracing. FORCES 0b) - First Load Case Only TOP CHORD A{=6s, SK=65, B-c=-5208, C-D={545, D,E=-2834, E-F=-79, F-G=-52 BOT CHORD &L=4937, J-L=4937, J-M=4937, l-irF4937, LN=4487, H-N=448?, HO=2715, c-O=221SWEBS CJ=697, cl=-604, Ol=161s, D-Fl=-2149, E-H=3436. E-c=-3670 NOTES 1) This truss he3 b€en designod tor the wind loeds generatsd by 85 mph winds at 25 fl above ground lewl, using 5.0 psf top chord dead lo€d snd 5.0 psf botom chord d€ad lo€d, 100 mi from hunicanB oc6enlin6, on an occupancy cetogory ll, oondilion I onclossd building, of dimonsbns 100 fi by l(Xl ft with exposure C ASCE 7-93 por UBCi/ANS|95 tf snd venicals or Gantll6v6rE €rlst, thsy aro sxposed to wind. lf Porchc sisl, lhey are not exposed lo wind. Th6 lumbor DOL incr6as6 is 1.33, and lhe plata gdp increaso is 1.33 2) This lrus3 has b6€n d8signod fot a 10.0 p6f boltom ohord liv€ load nonconounent with eny olher liv€ lmds per Teble No. 16-8, UBc-94. 3) Provid6 mochenical connsciior Oy olhers) ol lruss to boaring plsle capabl8 of withslending 464 lb uplifl at joint G and 322 lb uptn at ioinl B. 4) This lruss has bs€n designed with ANSI/TPI '11995 cliteria. 5) Load cesa(s) 6, 7, 8, 9, 10, 11, 12, 13, 14 has besn moditied. Building d€sign6r must revis',v loads to vorify that they are correct for the intonded use ofthis |russ, 6) This truss has be€n designgd lor a moving concent]Eted loqd ot 2g).01b liv6 end l00.Olb dsad located at all mid panels end at all panel poinb alo'|g th€ Boflom Chord, nonconcurr€nt with any olher live l@ds. 7) 2-ply truss to bo connected togslher with 0.1311ff Nails as tollcrvls: Top chords connecied as follows: 2 X 6 - 2 rol^,s at Gg-O oc. Boltom chords connected as follo6: 2 X 6 - 2 ro/'rs at G.4-0 oc. W€be connected as 10110l/'6: 2 X 4 - 1 row al G9-0 oc- LOAD CASE(S) Slandard Excepl: Rsgular: Lumber Increas€s1.00, Plate Increase=1.0O Uniform Loads GID Vsrt: AJG-I90.0 Trap€zoidal Loads (plf) Verl: F.0.Gto-G=-785.0 6) 1sl Spdnkler Load: Lumber Incr€asa=l.25, Plaie Increas€Fl.25 V LOAD CASE(S) Unitorm L@ds (pl0 Vert A-K=-30.0 Cono€nlral€d LoaG (lb) Veri: L=€50.0 Trap€zoidal Loads (plD Ven: F{.0-lo€=-186.9 7) 2nd Sprinkler Load: Lumber Incr6aso=1.25, Plato Incr6ase!1.25 Uniform Loads (plD Ven: A-K&30.0 Conc€nlral€d Losds (lb) Ven: i/ts€so.o Trapszoidal Loads (plD Ven: B=-0.Glo-G=-'186.9 8) 3rd SprinHer Lo6d: Lumber lncrses6=1.25, Plats Incr6es€!,1 .25 Unifom L@ds (plD Vert: A-K=-3O.0 Concentrelod Loads (lb) Ve : N=35o.0 Trap€zoidal Loeds (plD Vert: B={.(}to-c=-l86.9 9) .lth Spdnkler Load: Lumbe. Incrsas6=1.25, Plate IncJeas€=l.25 Uniform Loads (ptD Ved: A-K=-30.0 Conc€ntEted [-@ds (lb) Vei: e-350.0 Trap€zoidal Loads (plD Verl: B=-0.Glo-G=-186.9 10) slh Sprinkler Load: Lumbor IncreasFl.25, Plate Incr6ase=1.25 Unifom Loads (ptD Ved: A-K=-3{1.0 Concd rated Loeds (lb) Ved: B=-35o-o Trapezoilal Loads (plD Vo : B-0.G{o-G=-186.9 11) 6lh Sprinkler Load: Lumbof IncreaE€.l25, Pbto Inq€ase.l.25 UnifomLd(dD Ved: A-K=-3O.0 Concentraled L@ds (lb) Ved: J--95O.0 Trapezoidal Loads (plD Ven: B={t.O{o-G=-186.9 12) 7|h Spdnlder Load: Lumber Inc.easo-l.25, Plat€ Inor6aso=1.25 Unilom Loads (plD Ve : A-K=-3O.0 Concenlraled Loads (b) Vort: l=-350.0 Trapozoidal Loads (plD V6rl: B=-O.Glo-G=-186.9 13) 8th SprinHer Load: Lumber incroase='|.25, Plale Increasa=l.25 Uniform Loads (plD V€n; A-K=-30.0 Concenlrated Loads (b) V€rl: H=€50.0 Trapezoidal Loads (pf) Vert: F{.o-to-e-186.9 '14) gth Spdnkler L@d: Lumber Increase=1.25, Plale Increase=l.25 Unifom Loads (pl0 Vod: &K=-3O.0 Concenlrsled LoaG (lb) V6d: Gr-350.0 Trapozoidal Loads (plt) V€rt: BF-o.GloGE-185.9 o Job 8079 Trusa Truss TYD6 FLYERO atv 2 Ply 1 t(optional) 4.ZUl UKt S seD t3 ZtLi.| Mt t aK |nCUStn( , -1-0-O ' l-10"10 1-G0 1-1G10 Scale = 1 2x4 llo | ''*nr " -ld"l4-"-'ffi 3x4 - 1.5x4 ll , | 1-10-10 LoAUNG (FDTCLL 80.0TCDL t5.0BCU- 0.0 ncDL r 0.o SPACING 2{{ Platgalnq€a€s l.0O Lumberlncreeso 1.(x) R€p Sf6ss Incr YES Code UBc/Al,lslgs cslTC 0.11BC O.21wB 0.00 0!hlrir) DEFL in ooc) UdeR Ved(LL) {1.01 &F >999 Vo (IL) -{r.01 &F >999 HotzOL) 0.m E n/a lsl LC LL ifn Udefl = 240 PLATES GRIPMfm 191t14{ W€igt : 9 lb CUIEER TOF CftORD 2 X6 SPF€ 1650F 1.5E BOT CI'IORD 2 X,l SPF-S 21(x)F 1.8EWEES 2X4SPF.S2lmFt.8E REACTIOI,|S 0usize) 8=4?3^}S8, E=128/G3-O t a( Horz 8-99(lo€d cas€ 5) tula)( Upliff8=-107(load cas6 4), E=-24(loed case q Lrh Grav B=473(lo€d casa 1), E-330(l@d case 7) FORCES 0b) - First L@d Cas€ OnV TOP CIIORD A.8-61, BC-99, c-tF-23, C-F=-131 BoT CHORD B€=0, F€=-O. Ef=o NOTES BRACING TOP CHORD Shselhed or 1-1G10 oa pu.lins, mspt end vorlicals. BOT CHORD Rigid colling dir6clly applird or 10{-O oc bracing. l) Thb lruss has b€on desiOnsd tor lha wind loeds g€noratod by 85 mph win& at 25 ff above ground lewl, using 5.0 pef top chord dead lo€d and 5.0 p€f botbm chord dead load, 100 mi from hunbans oceanlioe. on an occupsncy cstegory lt, condition I enclc€d building, ot dimensbns 100 fi by 100 fr wilh gxposur3 C ASCE 7-Sl psr UBC/ANS|95 tt end vorlicals or car ilarr6fs sxist, th€y are €D(po€ed to wind.f porch6 a(isl,lhsy are nol €)eo6ed b wind. The lumbor DOL incrsG€ is 1.sl, and lh€ plate grip increaso is 1.33 2) Thb lru8s hse b€sn do€bned for a 10,0 p6l bottom chord live load nonooncurenl wilh any othsr livo l@ds por Tablo No. leB, UBc-94. 3) Ptovido tnoahenical connsclioo (by oth61s) of truss lo boering pHe capsble of wilhstanding 1 07 lb rpm at jdnt B end 24 lb uplilt et joint 4 iirf mss nas Ueen d€{rign6d with ANSrTPI 1-1995 crltorla. 5) Lcd c$€(s) 6, 7, 8, 9, 10 has been modiliod. BuiHing daBigner must rovi€rry lcds lo wrify thst lhsy aro oon€ct for lho intanded usa of lhblru83. 6) Thb lru$ has basn d€€ign€d tor a morring ooncar ral€d l@d of 2g).Ob liv€ and lm.Ob deed locstod at all mid pan€ls and at sll penel points alono lhs Boltom Chord. rpnconcunsnt with any other liw l@ds. LOAD CASE(S) Slenderd Exc6pt: 6) 1sl SprinHsr Lcd: Lumbor Increes6s125. PHa Increass€125 Unifom Los& (d0 V6rt: &Es-20.0. A-C=€0.0. C-O=-30.0 Concsnlrat6d Lo€d3 (lb) V6i: G=-350.0 7) 2nd SpdnHer Loed: Lumb€r Increasa=1.25, Plda Incr6aso-1.25 \ Uniform Loqds (plf) I V6d: &E=-20.0, A-C--:n.o, C.D-30.0 7 Concontmtsd Lo€d3 (lb) Ved: F--350.0 E) 3td Sprintler Loed: Lumbs Inor€ass=1.25, Plal8 Incroas€=1.25 Unitorm Losds (pf) Vsi: &E=-20.0, A-C=€0.0, C-D=-30.0 LOAD CASqSI Comonlrsled Loa& 0b)V.i: &350.0 4lh SpJinkbr Load: Lumbor Incrass€i1.25, Plate Inar€a8F1.25 Unitom Loeds (plo Ven' BE -20.0, A-e.30.0. CO-A!.0 Conoenlratcd Loads 0b) Verl: F=3lio.olq flh Spdnhsr Lo€d: Lumb€r Incr€as€E125, Plate lrrcr€esFl.25 Udfom Loeds (plO Vs : &E=-20.0, A.e€{r.o, e&-30.0 Conc€nlmlsd Loeds (b) Ven: F.-350.0 , -1-(X) | 31G10 I 5.oo FZ Jq T SPAC|NG 2-0-0 Plalaa lncrsase 1.00 Lumber lncrease 1.00 Rep Stress Incr YES Code UBC/ANSI95 DEFL in (loc) Udetl Vs (LL) -0.03 &E >999 VedCrL) -0.05 B-E >734 HozCIt) O.m E nla 1st LC LL Mn Vd€fl = 240 PLATES GRIP Mfl20 197t144 Weighl: 16 lb TOP CHORD 2 X 6 SPF-S 1650F 1.5E BOT CHORD 2 X 4 SPF€ 21q)F ,I.8E WEBS 2 X 4 SPF-S 2100F 1.8E REAcfloNS 0b/size) B=648/G$8, E=36/YG34 ithx Horz B=155(load case 5) l,lax UdinB-113(load case 4), E=-790@d oase 5) lthx GravB=6,18(load case 1), E=436(oad casa 8) FORCES (b) - First Load Cas6 Only TOP CHORD 4-8=61, &C=90, C-D=-23, C-E=-331 BOT CHORD B-F=o. E-F=o NOTES 1) Thb truss has boen d€signed fot the wind loads gefl€ral€d by 85 mph winds at 25 ff ebow ground levol, using 5.0 p6ftop chord dead load and 5.0 p€f boltom chod doad load, 10o mi ftom hu,dcane oceanlin€, on an occupancy category ll, condition I enclos€d t||,ilding, of dimensions 'l0O f, by 100 fl with oxposure C ASCE 7-93 per UBC;/ANS|95 lf end ve,ticab or cantileyers exist, thoy are exposod lo wind. f porchc sxist, tlEt are not oxpced lo v{ind. Th€ lumb€r DOL increase is l.33, and lhg plate g,ip incr€ase is 1.33 2) This trus3 has b€en design€d for a 10.0 pst bottom chotd live load nonconcunent with any othe. liv€ loads p6r Table No. 16.8, UBC-94. 3) Poride mechanical coon€ction (by olhers) of truss lo boadng plato capable ot withstanding 113 tb lplilt at iolnt B and 79 lb uplifr al ioint E. 4) This truss has b6€n designed wilh ANSI/TPI 1-1905 cril€ria. 5) Loed cas6(s) 6, 7, 8 has be€n modlliod. Building &signgr musl ret/ievr loads lo v6rit that thary are con6c't for lh6 intend€d use of this truss. 6) This truss has bsen d6igned for a mo/ing concsnlratsd loed of 250.0lb live and 1 00.Ob d6ad bcatod et all mid panols and al all panel poir s along lhs Bottom Chord, nonconcunent with any other live loeds. LOAO CASEISI Slandard Except: 6) lsl Sprinklor L@d: Lumber Incr€as6='1.25, Plat8 Incraase=1.25 Uniform Loads (plO Vdl: &E=-20.0. A-C=-30.0. C-D=-3O.0 Conc€ntrsled Lo€ds (lb) V€rl: Fe-350.0 7) 2nd Spdntler Lood: Lumbor Increasosl.25, Phe Inc.eas€5125 Uniform Loods (plD Verl: B.E.-20.0, A€=3O.0, C-D+30.0 Concenlral€d Lqads (b) V€rt:8..350.0 6) 3rd Sprlnklsr Load: Lumber lncr6esF1.25, Plale Increes6=1.25 Unifom Loads (plD Verl SE=-20.0. A.c=-30.0. CD=-30.0 BRACING TOP CHORD Shoathed or 41G10 oc purlins, o(cept end venicals, BOT CHORD Rigid ceiling directly appliod o, 10-0-O oc bracing. s.oo F Plales Increase 1.m Lumberlncreass 1.m Rap Stross Incr YESCode UBC/ANS|95 DEFL in (oc) Udefl Vert(LL) -0.14 &E >450 VodCfL) {.24 B-E >270 HozCIL) 0.00 E n/a 1si LC LL Min Uden = 2/() PLATES GRIPMfl20 19711{,4- Weighl: 23 lb TOP CHORO 2X6SPF-S 1650F 1.58 BOT CHORD 2 X 4 SPF€ 2Iq)F 1.8EWEBS 2X4SPF€21mF1.8E REACTIONS (lb/sizo) A=840/S$4, E=591/0-34 Max Hotz 8=2'l 8(oad case 5) [,lax UpliftB=-119(oad case 4), E=-122(had case 5) FORCES (b) - First Load Cass Only TOP CHORO A-8=61, &c3157, C-D=-23, c-E=-538 BOT CHORD B-F=o. E-F=o NOTES 'l) This Ituss has bsan d6signed for the v{ind loads generated by 85 mph lvinds at 25 lt above ground level, using 5.0 pst top chord doad load and 5.0 psf botlom chord d6ad load, 100 mi from hunicane oceenlino, on an ocoupancy calegory ll, condition I enclos€d building, of dimonsions 10o i by 100 i with exposure c AscE 7-93 p€r UBc/A,lSlgs It snd vsrticals or csntilovela exist, they ars e)eosed to wind. Itpoft*|as odsl, th€y ere nol axpoGed to wind. Th6lumber DOL increaso is '1.![t, a]d ths plete grip incroess is 1.33 4 This lruss hes b€m designod for a 10.0 p6f bottom chord live l@d mnconounonl with eny other livs loads per Tsbla No. 1GB, UBC-94. 3) Ptovild r|ochsnical connection (by olhffs) of lruss to bearing plat€ capable ofwithElanding 119 lb uplin at ioint B and 122 tb uplif, at ioint E. 4) This |tuss has ben dGigned with ANSUTPI 1-1995 crite.ia. O Load ca8o(3) 6, 7,8 has been moditi€d. BuiHing designer must revior.v l€ds lo r€rify lhat lhoyars cor€ct for the intend€d uso o{this truss. 6) Thk truss hes b€8n d€signod for a moving concenhated load of 25{).01b liva and loo.Olb dead located at ell mid panels and at all pen€l points along th6 Botlom Chord, noncorrcurrenl with any other live loads, LOAD CAIiE{S} Siandard Excepl: 6) lst Sprinld€r Lo€d: Lumber Increase=l.25, Plate lncrease:l.25 Uniform Loads (plO Verl: &E=-20.0, A.C=-30.0, C-D.-30.0 Concantralad Loeds (b) Verl: F=-350.0 7) 2nd Sprinkl€r Loed: Lumb€r Increase=1.25, Plate Increas8=1.25 Unifom Loads (Dl0Unifom Loads (d0 ved: &E=-20.0, A-c=.30.0, c-D=-30.0 Concaotraled Losds (b) Vod: 8.-35{1.0 8) 3rd Sprinkler Load: Lumb6. Increase='l .25, Plate Increase=1.25 Uniform Loeds (plO V6d: &E=-20.0, A€=-30.0, C-F-30.0 Concsntrated Losds (lb) Verl: E=-350.0 BRACIIiIG TOP C|IORD ShsalM orA1G10 oc pudins, qcept end vsrticals. BOT CHORD Rigid ooiling directly applied or l(X!,O oc brecing. , -'r-o-o, +3-4 7-'tO-.tO l-GO +14 $7-6 . + 4-3,{ , 7nG10 | Scal6 = I F 3x4 Plales locreaso 1.00 Lumbsr lncreaso 1.00 R6p ShEs Incr YESCode UBC,/ANSPs DEFL in (loc) Yden Vert(LL) {.05 B.G >999 Vert(IL) -0.07 B€ >999 Horz(IL) 0.01 F n/a lsl LC LL Min Uderl - 2,10 PLATES GRIPMI20 169123 Weigt : 35 lb TOP CHORD 2 X 6 SPF.S lE OF 1.5E BOT CHORO 2 X 4 SPF€ 21mF 1.68WEBS 2X4\./WStud REACflONS (lb/siz€) 8=1043/O.5-8, F=8@/{l-}.0 Max Hoz B=280(oad case 5) lrhx UplifrB=-128(oad case 4), F=-163(toad case 5) FORCES (lb) - First Load Case Only ToP CHORD 4-8=61, B-C=-105r, C+73, D-E=-23, O-F=-313 BOT CHORO BH=810, c-H=810, cl=810, F-l=810WEBS C-G=78, Cf=-904 NOTES 'l) This trusa has been dssign€d for the wind loads gonerat€d by 85 mph winds at 25 fl abo\€ ground level, using 5.0 psf top chord dead load and 5.0 psl bottom chod doad load, 10O mifrom hurricano oceanlino, on an oooupancy category ll, condilion isnclosod building, of dimemions lm ft by 100 fl wilh 64nsure C ASCE 7-93 per UBC/ANS|95 lf end varticsls or cantilevers exist, they aro 6xpo6ed to wind.ItF ches oxist, thsy ato not oQo€ad to wind. Tho lumber DOL inar€ase is 1.33, and the plate grip incroaso is 1.33 2) This tuss has boen degigned fo. a 10.0 psf bouom chord live lo€d nonconcuroni wilh any o0t€; fu lo€ds por Table No. 16-8, UBG94. 3) Provide mechanical connection (by othors) of lrusa lo boaring plele capable of whhstanding 128 lb upln at ioint B end 164 b uplifl at ioint F. 4) This tuss h6 b€en dosigned wilh A ISUTPI l-1995 oritede. O Loed cass(s) 6,7,8,9, 10 he8 b€6n modilied. Euilding dssign€r must rsvie$r loads lo vorifuthet lhey ar6 conecl lor th6 intonded use of this truss. 6) This lruss hss ba6n d$ignod for a moving concenlrat6d load of 25o.Olb liv€ and lOO.Olb d6ad located at all mid psnols and at all pan€l points along the Botom Chord, nonconcureni with any othe. li\€ loads. LOAO CASE{SI Standsrd Excapt: 6) 1sl Sprinkler Load: Lumber Increes€=1.25, Plate Incr6ase=1 .25 Uniform Loods (plD Vert: &F:-20.0, A-F-30.0, O-E=-30.0 Concentrat€d Loads (lb) Ven: H=-350.0 7) 2nd SprinHor Load: Lumber Incrsase=l.25, Plal€ Incr€so=1.25 Uniform Loads (plf) V€rl: B-FE-20.0, A-tF-30.0. DE=-30.0 Co0oanlralod Loeds (lb) Verl: l=-350.0 8) 3rd Sprinkler Lmd: Lumber Increase=1.25, Plat€ Inoreese=1.25 Uniform Loads (plf) Vert; &F=-20.0. AO=.30.0. D.E=-30.0 BRACING TOP CHORD Shealhed or &G0 oc purlins, excapt €nd wrlicals. BOT CHORD Rigid ceiling dlr€ctly applied or 10-O-O oc b.acing. g LOAD CASqS) Concsnlral€d Loeds 0b) Van: Br-350.0 4th SprinHsr L@d: Lumb6r InDreas€=1,25, Plste Incre$=l.25 l.rnitofln Loeds (plO Ven: BF*20.0, A-D.€tl.O, SE.-30.0 Concentral6d Loads (lb) Ved: G=€50.0 10) slh Sprinlder Load: Lumber Inoreese-l.25, Plat€ Incr€asE=l.?5 Uniform Loads (plf) v6rr: &,F:-20.0. A-c!-30.0. tlE.-30.0 ConcsntEled Loe& (b) V€d: F.-350.0 ( o Job 8079 Truss D,l :;r oty rl I (odie!a!) ,1.201 SRI s Sep 13 2(x,0 MiTok Induslriss, Inc. , -1-0-0 , s3-4 , $1G10 1-0.o 5.3-4 , ^--l^ rrn aiart Mon Jul2314:16:34 2001 Paoe 1 Scal€ = 'l :35, 'il$ *'soollz 3x4-'- -ttA fl ^lld, ,<7 l"l --\\=rl lia -/- 4\S//HGIF +7-6 1.5x4 ll . + $il ' 'g'1G10 | 14.0 91G10 PHe Offsels (X,Y): 18:(84,(}241 LOADING (psD TCU_ 80.0.TCDL 15.0H* ,B:B SPACING 244 Plales Incrsas€ 1.OO Lumber lncreasa l-m Rep S-tress Incr YEStus UBC/AI.|S|gs cslTC O.27BC 0.39wB 0.84 (l/htrix) DEFL in (loc) Udefl V€rt(LL) {.06 B.G >999 Ved(rL) -O.10 B-G >999 Hor-zCIL) 0.01 F n/a lsl LC LL Min Udefl = 240 PTATES GRIP Mr20 1@/123 Weight: € lb LUIIBER TOP CIIORD 2 X 6 SPF-S 1650F 1.5E 8OT C}ERD 2 X 4 SPF€ 21MF 1.8EWEBS 2x4wwstud REATCTIOI|S 0usize) B=124M1-5.8, F=102rVG3.0 t\ih Hoz B=343(oad case 5) [ta( UpliftB=-138(load case 4), F=-202(lo€d cas€ q FORCES (b) - First L@d Case Only TOP CHORD A-8=61, B-C=-1415, C-D=95, DE=-23, D-F=-391 BOT CHORD &H=1118, G-H:l118, Gn=1118, Fl=1118WEBS C€=$5, C-F=-r230 NOTES BRACING TOP CHORD Sheath€d or GGO oc pudins, exc€pl end vedbals- BOT CHORO Rigid cailing dir€ctly applied or lO-{I0 oc bracing. 1) This truss has b€en designed for the wind loeds generated by 85 mph winds at 25 tt abov€ ground lev6l, using 5.0 psfiop chord dead loed and 5.0 pst botlom cfiord dead load, 100 mi from hurrican€ oceenline, on en occupancy calegory ll, condition I enclosed building, of dimonsions 100 ff by lm ft with exposuro C ASCE 7-93 per UBC/ANSI95 lf end wrticals or canlilevors 6xist, th6y ars exposed lo wind. lf porchss sxist, they ar€ not expos€d lowind. Th€ lumber DOL incroas€ is 1.33, and ths plele grip inor€ase is 1.33 2) This trus6 has beeo dGigned tor a 10,0 psf boltom chord liv€ loed nonconcunont wilh any olher liva bads psr Table No. 16-8, UBC-94. 3) Provids m€chanical connEction (by others) ol lruss lo bea ng plale aepable ol vJilhstendlng 138lb uplifl atjoint Band 202lb uplift al joinl F. 4) This tnrss has bs6n dosignod with ANSyTPI 1-1995 cribrie. 5) Load case(s) 6, 7, 8, 9, 10 has b€en modm€d. Building d63igner must reviaw loads to veriry thal thBy aro corsc.t for lhe intonded us6 of this lruss. 6) This truss hs b€en designad for a moving conc€nlral€d loed of 250.01b li\€ end 100.01b daed loceted et 8ll mid panals and at ell panel pointE along tha Bottom Cho]d, nonconcunont wilh any other liv€ loads. LOAD CASE(S) Standard €xc6pt: O lst SprinHer Load: Lumbsr Increas€=i.25, Plals Incr6ese=1.25 Uniform Loads (plD Verl: &F=-20.0, A-F.30.0, DE!-30.0 Concantraled Loeds (lb) Vei: H=-350.0 y) 2na Sprinhe Load: Lumbor Increas€=i.25, Plals Incleass.1.257 Unilorm Loads (plt) Vert: BF=-m.o, A.F-30.0, DE=-30.0 Concanlralod Loads (lb) Vad: l=€50.0 8) 3rd Sprinkler Load: Lumber lncrease=l.25, Plale Incr€ase=1 .25 LOAD CASE(S) Unitorm LoedsUnitorm Loeds (plf) v6rt &.F=-20.0, A-D._30.0. DE:'_30.0 Concenlraled Loads 0b) Veft: 8--39).0 9) 4lh SprinHer L@d: Lumber Incroas€=1.25, Plet6 Increasg! 1.25 Unltom Losds (plo Ve : BF.-2O.0, AOe€O.o. DE=-a).o Conosntral€d Loeds 0b) Volt G=350.0 10) sth SpdnklBr L@d: Lumber Incr6ass-1.25. Plala Incros6€E1.25 Uniform Loads (pl|) Vsrt: B-F=-20.0, A-D--30.0, D-E=-3O.0 Concentraled Loads (b) Vo.l: F=35{).0 w' 7-1-4 1-11-8 ?rt= 6x8 = FG 7-1-4 3-&12 Scal6 = 1:78. 5.oo F I I L IEt.il' IolI,f I TS 6x16 = 3x6 ll UROV 't(X10 wB- 'l&10 = PWO ft10 = 4xa - XNMY 5x8 = 4x8 -3)6 tl | 3-&12 , 8-3-0 , 1$4*4 17-3-12 2+$O , 2&11-4 , 32_84 |3-0-O 3A-g-0 4fi // Plet6 lnqEse l.@ Lumberlncreas€ 1.OO Rep Stess Incr YESCod€ UBC/ANS|9S DEFL in (loc) Uderl VsrrGL) 4.35 Pfi >999 VortCIL) {.47 P-R >83O Ho.zCIL) 0.14 K n/a 1si LC LL ifin Ud6fl = 24O PLATES GRIP Mll20 169/123 Weight: 836 lb LUMBER TOP CHORD 2 X 6 SPF.S 2IOOF 1.EE BOT CHORD 2 X 8 SPF-S ,t 95OF 1 .5EWEBS 2 X 8 SPF-S 1950F 1.5E .Exc€pt. W5 2 X 4 WW Stud, W3 2 X 4 SPF-S 2100F 1.BE W2 2 X 4 SPF€ 2100F 1.8E. Wt 2 X 4 WW Slud w2 2 X 4 SPF-S 21mF 1.8E, W3 2 X 4 SPF_S 21oOF 1.8E W52X4lryW$ud REACTIONS 0b/siz€) B=17422l0-A13 (input: O-18), K:6676/G5.8 l,/bx Hoz B=2m(load case 4) fi|ar UdinF-z168(load aase 5), K=-781(load case S) BRACING TOP CHORD Sheathed or 6+0 oc aurtins. BOT CHORD Rigid ceiting dkectty applied or 1GG{t oc bracing. FORCES 0b) - First Load Case Onty ToP cHoRD A-B=175, B-c=-38121, c-D=n6410, D-E=-3618s, E-F=-1s411, F-c=-13416, G.H=-14588, H-t=-15163, t-J=-15385, J-K.-15136 Bor cHoRD B'T=34702, s-T=34702, s-u=34702, R-u=04702, G.R=33611, o-v.336i 1, p-v'336i 1, p-w=1429s, o-w=14295, O-X.14161, N-X=14161, M-N=14161, M-ys13?66, L-y=l3766, L_z.i3266, K-Z=13766wEBs csE1652, c-R=-1151, E-RE16190, E-F-21550, F-p=8422, F-o:3214, G-o=,t67s, H-o=-941, H-tF-151, J-t\rF4l7,J-L=-363 NOTES 1) This truss has b€en checked for unbolanced l@ding conditions. 2) This tuss_hs q'gn dssigned for tha wind_loads gsn€rated by 86 mph winds at 25 fl ebove ground levd, using 5.0 psf top chod deadloed and 5.0 pef botom chofd M load, 1m mi from hunicane ocaanlin€, on an occNrpancy Gat€gory [, condition i encloced building, ofqimoosior|s lm ft by lq) ff wilh qpcurs C ASCE 7-93 per UBC/ANS|95 lf end verticais or iamrJvei ori*, 6ey are 6xpo6od to wind. _. lf Porch€3r)dsl, tlrgt aro not e)QGsd to wind. Ths lumb3r DoL increasa is I .itit, erd the plete grip increas€ is i.33 3) Provide adoquale drainage to pr€vent e|gter ponding. 4) This lruss has be€n designed for a 10.0 psf botlom chord live load nonconcunent with any other live loads por TaH€ No. i+8, UBG94. 5) WARNING: Rsquired bearing size at ioinl(s) B greater thsn Input boaring size. 6) Provide mechani9al connection (by oth6.E) of trus6 lo boaring plele capabls of wilhGlanding 2168 lb uplifl at joint B and 7g l lb uplift afjoint K. 7) This truss hes b€en dasigned with ANSyTpl 1.1995 critaria. 8) Load casa(s) 8,9, 10, 11,12, 13, 14, 15, 16, 17, 18, 19,20,21,22hasboen modified. Buitding designor must review loads to ve6t thatNhey are conect for lh€ inlsnded usa ot lhis tru6s. Wabs connecl€d as follov\a: 2 X 4 - 1 ror.\r al OL$o oc. 2 X 8 - 2 ro ls al (}g-{l oc. hrl Atlach chords with 1/2 inch dhmeler bolts (ASTM a-3OD with r,'/ashers at 2-o{lAcader. U'l Sp€cial hanger(s) or connection(s) requir€d to supporl concsnlrated losd(9@ql0b'down anu cho(d. O,e€ign tor unspecified connection(s) is dategatsd to the building d*l-gglR 13) Sp€cial hangE(s) or conneclion(s) requiEd to support concsntrat€d load(s)(t5oo3.0luown and N('TES 14 +ply lruss to b€ conno€l€d logelher wilh 0.131\3' l'lails as follo,vs: Top chords connected as lollorl,s: 2 X 6 - 2 rows at 0'9-0 oc. Boltom chords connected as follou,s: 2 X 8 - 4 ro$,s al (H{ oc. Wabs connecl€d as follov\a: 2 X 4 - 1 ror..r al O.$0 oc. 2 X 8 - 2 ro ls al Gg-{l oc. Atlach chords with 1/2 inch dhmeler bolts (ASTM a-304 with r,'/ashers at 2-Oq chord. [bsign for unspecified conn€c1ion(s) is dolegated to th€ building designer. LOAD CASE{S} Sbndard Except: 'l) Regular: Lumber Incr€se=l.00, Plale Incaease=1,00 Unitorm Losds (plD VsIl: A-F=-142.5, F€=-142.5, e'-R=-142.5, &K=-15.0 Concenlratad Lqds (lb) Ve : 5=-329).0 R=-153O3.0 8) 1st Sprinklor Load: Lumb€r Increase='l .25, Plate lncreass= 1.25 Uniform Loads (pf) Vert: A-F=-22.5, F-G=-22.5, G-K=-22.5, B-K=-15.0 concentretsd L@ds (lb) Ved: 5=-773.8 R=-3643.6 T=-350.0 9) 2nd Sprinkler Load: Lumb€r Incre€se=1.25, Plat6 Incrsase=l.25 Uniform L@ds (plD Vart: A-F=-22.5, F-C---22.5, G-K=-22.5, B-K=-15.0 Concentraled L@ds (lb) Vsrt: 5=-773.8 R=-3643.6 U=-350.0 10) 3rd Sprinkler L@d: Lumber Increase=1.25, Plate Increase= 1.25 Uniform Loads (plf) Vert: A-F=-22.5, F€=-22.5, c-K=-22.5, B.K=-'15.O Conc€ntrated Loads (lb) Vsrt: 5-773.8 R=-36,13.6 V=-35O.0 l l) rlh SprinklEr Load: Lumber Incrsase=l.25, Plale Increass=l.25 Uniform Loads (pll) Vert AF=-22.5, F€:22.5, G-K=-22.5, B-K=-15.0 concontrated Lqads 0b) Ven: 5=-773.8 R=-3643.5 W-350.0 12) sth Sprinklsr Load: Lumber Incr€6e=1.25, Plale hrcreas€= 1.25 Uniform Lo€ds (plD ven: s=-?25, F€:22-5, G.K=-22.5, B-t(:.15.0 Concdiraled Loeds (lb) Verl: 5=-773.8 R=€64:t.6 X=-350.0 13) 6lh Spdnlder L@d: Lumber Increase=l.25, Plat6 lncrEas6=1.25 Unifom L@ds (plD Verl: AF:22.5, F€=-22.5, G-K=-22.5, RK=-15.0 concer rated Loads (b) Ve : 5=-773.8 R=€64i1.6 Y=-350.0 14) 7th Spdnkl€r Load: Lumb€r Indease=1.25, Plate Increas6=1.25 Unifom Loads (plD Ve : A-F=-22.5, F-G=-22.5, G-K=-22.5, &K=-15.0 Concentrat€d Lo6ds (b) Vert: 5=-773.8 R=-36,1i1.6 Z:-350.0 15) 8th Sprinkler Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plf) Vort: A.F=-22.5, F-G=-22.5, G-K=-22.5, A-K:-l5.0 Concentraled Loads (lb) Vert: B=-3q1.0 S=-773.8 R=-36,43.6 16) glh Sprinkler Load:Lumber Increase=l,25. Plate Increase=1.25 Uniform L@ds (plD Vert: A-F=-22.5, F-G=-22.5, G-K:-22.5, B-K=-15.0 Conconlreted Loads (lb) V6rl: S=-1123.8 R=-3643.6 17) lOth Sprinkler Load: Lumber Incrsase=1.25, Plale Inoroase=1.25 Unitorm Loads (plD Verl: A-F=-22.5, F€=-22.5, G-l(=-22.5, &K!n5.0 Concsnlrated Loads (lb) Ve : 5=-773.8 R=-3993.6 18) 11th Sprinkler Lo€d; Lumber Increase=l.25, Plete Incr€ss6=1.25 Uniform Loads (plD Vsrt: AF=-22.5, F€=-22.5, c-K=-22.5, B-Ks-l5.0 Concor rat6d Loads (lb) Vod: 5=-773.8 R=-3643.6 P=-350.0 19) 12th Sprintlor Load: Lumb€r Increasa=l.25, Plale Increaso-1.25 Unifom Loeds (plD Verl: A-F-22-5. F€:22.5, G-K=-22.5, B-K=-15.0 Concsntratod LGds 0b) Vsn: 5=-773.8 R=-354:1.6 O=-35O.0 13th Sprinller Load: Lumber Increase=1.25, Plale Increaso=l.2s Uniform Loeds (p[) Vert A-F=-22.5. F-c=.22.5, c-K=-22.5, RK=-l5.0 Concenlmted Lmds (lb) Vert: 5=-773.8 R=-3643.6 M=-350.0 1805.41b up al 1805.41b up at lnc. lvlon 14:1 &3{, and 325O.01b down and 383.41b up al 3.&12 on boltom &$O, and 3250.01b down and 38i:t.4lb up al $8-12 on bottom LOAD CASE(S) 21) l,llh Spinkbr LEd: Lumber toc1Eas6E1.2S, plate Incrbes6-1.2S Unifom Lcds (pf) Vert AFr-22.5, F-e-22.5, c{<:22.S, &K--15.0 Conoenlraled Lrds (lb) V€|l: Sc-773.8 Rr-3641.6 L=n5O.0 22) t5lh Sprlnklar Load: Lumbor lncrease.l.25, plate lnaroase.1.25 Uniform Loads (plf) Vert: A-FE.22.5, F-c=-22.5, c-KE-22.5. B.K!-tS.O Conc€r retod Loods (lb) Vai: S!-?3.8 R!-3643.6 K=-350.0 13 2000 MiT o s.m F 3x4 /,- 7x17.5 Mlll6 WB= 3x8 = 3x4 = 7xB = 5x8 = F M 3S= (D ro 1,6-d 7x17.5 Mlh6 WB= (p6r) 80.0 15.0 o.0 10.0 Plat6lncrease 1.0O Lurnbsrlncrsas€ 1.0O Rep Slress Incr YESCod€ UBC/ANS|95 DEFL in (loc) l/defl V6rl(LL) {r.38 N-P >999 V6rlOL) -0.52 N-P >741lbz(rL) 0.23 J n/a lst LC LL lfin Udetl = 240 PLATES GRIP Ml20 169/123Mf16 127t82 Weighl: 151 lb LUIIBER TOP CHORD 2 X 5 SPF-S 1650F 1.5E BOT CHORD 2 X 4 SPF-S 21OOF 1.8EWEBS 2xawwslud'Except' wl 2 x 4 sPF-s 21mF 1.8E WEOGE LElt: 2 X ,l WW Stud, Right: 2 X 4 WW Stud REACTIONS (b/size) J=3349m-'8, B=4O45/G6,5 Cnput: O"tE) i/hx Hoz B=31 I (l@d case 4) t'rhx UplinJ=€{t6(load case O, 8=-627(load oase 5) BRACING TOP CHORD Shealhed or 2-e7 oc pudins. BOT CHORD Rigid ceiling direclly applied or 9112 oc bracing.WEBS 2x4 T-Braoe EJ.l, H-i, Fast8n T end I braces to narro., edge of v\reb with 10d common wir6 naits 8in o.c., with 3in minimum end distance. B€ce must cowr gO% of web lenglh. FORCES (b) - First Load Case OnV TOP CHORD A-B=2G1, 84=-6636, C-O-6'113, D-E=-5919, E-F=-5068, F-c=-4@8, c-H=-510O, Hn=6420, t*J=-6982 BOT CHORO &.Q=5775, P-Q=5775, o-Pj5382, 0€=5382, N-R=5382, N€=4567, M-S=4567, tr,rT=Si8g, L-T=5489, K-L=S489, K-U=6216, J-U=6215 WEBS F-N=881, G-tvl=889, c-P=-3G1, E-P=3.14, E-N=-l124, F-i,F59, H-i/ts-l213. H-K=605. r-K=-S89 NOTES 1) Thb lruss hss been checked for unbalanced loeding conditions. 2) This truss has beon designed for the wind loads generated by 85 mph winds al 25 fl abov6 ground lewl, using 5.0 psf top chord dead load and 5.0 psf boftom chord dead load, '10O mi trom hunican€ oceanline, on an occupanoy cEtegory ll, condition I eflclosed building, of dim€nsions 100 fi by 100ft wilh oeosure C AscE 7-93 p3r UBC/ANS|95 lf ond vonloals or cantilevers exist, th6y ero exposed to wind. lf Porches odsl, thsy ars nol e\posed to wind. Th€ lumbor DOL increaBo is '1.33, end the plate gdp increase is 1.33 3) Provide adequste drainage to prey€nl sreler ponding. 4) All plales ere Mll20 plal€s unl€ss olh€rwisa indicated. 5) This truss hes b€en designed for a 10.0 pst bottom cl|ord livo l@d nonconcurEnl wilh ery other live loeds per Table No. 1GB, UBC-94. 6) WARNING: Requircd bearing siz€ et ioinl(s) B greatqr than input b€ering size. 4 Provide mechanical conneclion (by othsra) of truss lo b€€ring plal€ capable ofwithstanding 386 lb uptn at Fir{ J end 627 lb uptifr at joint B. 8) Thb lruss has boen designed wilh AIISUTPI 1-1995 crileria. 9) Loqd ceso(s) 8,9, 10, 11,12, 13,14, 15, 16,17, 16 has beon modm€d. Building designer musl revisrv toeds to \'€rify thet lh€ry are cofiec't tor the inianded uso ol thb lruss. 10) This lruss has been designed for a moving conc€ntrstod load of 25o.0lb liva and 100.01b d€ed loc.at€d Et all mid panels and al all panel poinls elong th6 Botlom Chord, nonconcunent with any olh€r liy€ loeds. CASEISI Standard E(c€pt: 8) lst SptinHer Load: Lumber lnc'6e=1.25, Plale Incr€asocl.25 Unitorm Loeds (plD Verl: A-F:30.0. FG=-30.0, GaF-30.0. BJ=-20.0 nc., LOAD CAS€(S) Cmcenlrat€d Loe& (lb) Vert: O=-350.0 2nd Spdnkl€r Load: Lumbor Incrsaso=1.25, Plale Increas€=1 .25 Uniform Loads (plf) Vert: A-F=€0.0, F€=-3O.0, G..ts-30.0, B-J=-20.0 Concentrated Loads (lb) Vert: R=-350.0 10) 3rd Sprinkler Load:Lumbor Incr€aso= 1.25, Plele Incr€sse='|.25 Uniform Loads (plf) Ven: A-F=-30.0, F-G=-30.0. GaJ=-30.0, A-J=-20.0 Co ncenlratgd Loeds (lb) V6tl; 5=-350.0 ll) 4lh Sprinkler Load: Lumb€r Inc.eas€=1.25, Plate Incr€as€=l.25 Unifo]m Loads {plD Vort: A.F=-30.0, F-G=-30.0, G-J=€o.0, B-J=-20.0 Conc€ntratsd Loads (lb) Vert: T=-350.0 12) sth Sprinkler Load: Lumber Increase='1.25, Plal€ Increas€=1.25 Unifom Lo€ds (plo Vert: A-F=-30.0, F-G=-30.0, G-J=3O.0, B-J=-20.0 Concentraied Losds (lb) Ven: U=-350.0 13) 6th Sprinkler Load: Lumber Increase=l.25, Plale Incraase=l.25 Unifo.m Loads (plt) v€rt; A+=-3().0, F-G=_3O.0, GJ=-30.0, B.J+20.0 Concentrated Loads (lb) V€rt: F35O.0 14) 7lh Sprinlder Losd: Lumber Increase=l.25, Plala Inor6ase=1.25 Unitorm Loa& (pl0 Vert: A-F=€o.0, FG=€0.0, GJ=-3O.0, B-J=-20.0 Concentraled Losds (lb) Ven: P=-350.0 15) 8lh Sprinldar Losd: Lumber Increase=l.25, Plale lncrease=1.25 Unitorm Loads (plo v€d: A-F=-30.0, F.G=io.0, GJ=-30.0! B.J:-20.0 Concenlraled Loeds (lb) Verl: N=35O-0 16) gth Sprinklsr Load: Lumb€r Increase=l.25, Plale Inoreas€=l.25 Uniform Loads (plf) ved: A-F=-30.0, F€=io.o, GJ=-30.0, BJ=-20.0 Concentratod Loads (lb) Vs.t: M=-350.0 17) 10th Splinkler Loed: Lumber Increass= 1.25, Plato Increase=1.25 Uniform Loads (plD Vort: A-F:-30.0, F.G=-30.o, G-J=€o.0, B-J=-20.0 Concentratod Loads (lb) Vort: K*350.0 18) 1lth Sprinkler Load: Lumber Increase=1.25, Plate Increase=1.25 Uniform Loads (plD V6rl: A-F:-30.0, F-G=-3o.0, G-J=-30.0. B-J=-2o-o Concentrated Loads (lb) Vert: J=.35O.0 \p, | russ Typ6**o Aelgs lncrcase 1.00 Lumbor Increas6 1.0O Rsp Slr€ss lncr YESCode UBC/ANS|95 DEFL in (loc) Udefl Vert(LL) -0.22 B-E >473 VedCrL) {./o B-E >2al HozCIt) 0.01 E nla lst LC LL Min Yd6n : 240 PLATES GRIP Mll20 169123 Weight: 38 lb LUMBER TOP CHORO 2 X 6 SPF-S 1550F t.5E 80T CHORD 2 X 4 SPF-S 21mF 1.8EWEBS 2 X 4 SPF€ 2100F 1.8E.Exceor. W22X4WWStud REACTIONS (b/size) B=1 184/G5-8, E=895/O-t8 Max Hotz B=31 3(load case 4) Max UpliffB=-137(load case 4), E=-t65(toad case 4) FORCES (b) - First Load Cas€ Onty ToP CHORO A-8=61, B4=-13O7, C-D=72, DE=344 BOT CHORD &.F=1046. E-F=1045WEBS C-E=-1082 NOTES BRACING TOP CHORD Sheathed or 6-0-0 oc purlins, excqpt end verticals. 8OT CHORD Rigid ceiling directly applied or 10-G0 oc bracing. 1) This truss has been dssigned tor ths wind loads generated by 85 mph winds at 25 fl ebove ground level, using 5.0 p6f top chord dead load ad 5.0 p6f bottom chord dead l@d, l(X) mi ftom hunicane oc€anlino, oo an occupancl category tt, conAition ienclosed building, of dimonsiorc 1(x) fl by 100 i wilh exposure c ASCE 7-93 per UBC/ANS|95 lf end wrticais or cantil;wrs odsl, they are €xposed to wind. -. lfporch€s exisl,lhey are not exposed lo wind. Th€ lumb€r DOL increase is 1.3:1, and tho plale grip incrqase is i.33 2) This truss hss be€n designed tor a 10.0 psf bottom chord live loed nonconcu.renl wilh any otheilive loads per Tablo No, i6-8, UBc-94. 3) Provid€ mschanical connsclion (by othets) ol truss to bearing plet6 capable ofwithstsndi;g 137 lb uplifl at joint B end 165 lb uplifl atjoint E. 4) This truss has bgen designod with ANSI/TP| 't-1995 criteria. 5) Load cass(s) 6, 7, 8 has been rrodified. BuiHing design€r musl rsview l@ds to v6rit that they are con€ct for the intend€d us€ of this truss. 6) This truss has b€en designod tor a moving concer rated load ot 2so.Olb livs and 1o0.0lb dead located al allmid Danols and at alloanelpoints along the Bottom Chotd, nonconcurrent wilh any other live loads. LOAD CASE(S) Standard Exc€pt: 6) 1st Sp.inkler Load: Lumb€r Increase=l.25, Plate Increase=l.25 Uniform Loads (plt) Vert: &E=-20.0. A-D=€o.0 ConcEnlrated Loads (lb) Vert: F=-350.0 2nd Sprinkbr Losd: Lumbor IncrsasFl.25, Plata Increase€1.2S Uniform Loads (plD V6n: &E=-20.0, A-D.-30.0 Concentratod Loads 0b) V€rt: 8=-350.0 F:l{{J-- 4n0-7 , st-o ,'l{{ 4-10-7 +2-9 Scalo = 1 3(6 tl o 91-0 Type 'o Plal€a lnoroas€ 1.00 Lumber lncreasa l-OO Rep Slress Incr YES Cod€ UBC/A'{S|95 DEFL in (loc) UdEfl VsnGL) -O.03 &F >999 VsdCfL) -0.05 B-F >999 FlorzCIL) 0.01 E n/a 1sl LC LL Min Ud6n : 240 PLATES GRIP Mfm 169t't23 Weight: 31 lb TOP CHORO 2 X 6 SPF-S 1650F 1.5E BOT CHORO 2 X 4 SPF-S 2100F 1.8EWEBS 2X4\'VWSlud REACTIONS (|usize) E=68O/0-t8, 8=979/0-18 Max Horz 8=251(lo€d case 4) t\rax UplifiE=-125(l@d cas€ 4), B=-127(load cass 4) FORCES 0b) - First Load Cass Only TOP CHORO A-B:51, B-C=-973, C.O.76, D-E=-259 BOT CHORO B-G=l 47, F-cF747 , F-l+1 47, E-H=747WEBS C-F:67, C-E=-842 NOTES Unitorm Loads (plD Verl: A0--30.0. B-E=-20.0 Concantraled Loads (lb) Vsrl: H=-350.0 8) 3rd Sprhklor Load: Lumber Incr6ass=1.25, Plate Incr6aso=1.25 Unifom Loads (plf) Verl: A-D=-30.0. B-E=-20.0 BRACING TOP CHORD Shealhed or GGo oc purlins, oxcept end verticals. BOT CHORD Rigid coiling di.ectty applied or 1O-O-O oc bracing. 1) This lruss has beeo designed tot the wind l@ds gene{atad by 85 mph winds at 25 fr abo/e ground lei/el, using 5.0 psf top chord dead load and 5.0 psf botlom chord dead lo€d, lOO mi from hurticsn€ @anline, on an occupsncf category ll, condition i endosed buihing, of dimendms 1m n by im n with expo€ure C ASCE 7-$' p6r UBC/N.|S|95 lf end wrticals or cantilewrs €Ddst, th€y are expos€d to wind.I porahes exist, thoy ar€ nol sxpo€ed lo wind. The lumb€r DOL increese is 1.33, end the plale gdp incroasa is 1,33 2) This truss has been d€signed for a 10.0 p6f boltom chord live l@d noncorrcurrent with eny other live loads por Tabl€ No. .16|,8, UBC-94. 3) Prorrid€ mochanical connection (by olhers) ot lruss lo boaring plste capable of withstanding 125 lb uplifr at Fint E and 127 lb uplifl al joinl B. 4) This lruss has be€n dgsignod wilh ANS]/TP| 1-1995 criterie. 5) Loed cas6(s) 6, 7, 8, 9, 10 hes boan modifnd. EuiHing designor musl r€visw loads to verify that lhey aro con€cl for lh€ intended u$ of this lruas. 6) This truss hes boen designsd for a moving concer rated load of 250.01b live and lOO.Olb dead located at etl mid panels and at ell pansl poinls along the Botlom Chord, noncoocunenl with any other liw loads. LOAD CASE(S) Standard Except: 5) lsl Sprinkler Losd: Lumber Incr6as€:1.25, Plate Increase= 1.25 Uniform Loads (ptf) Ved: A-De-30.0, B-E=-20.0 Concanlrated Loads (lb) Verl: G=350.0 7) 2nd Sprinkler Load: Lumber Incrsas€F1.25, Plate Increas€=1.25 w s Sep Scale = I :26- 2x4 D 5.oo FZ 1.5x4 Job $79 Truss D6 Tm83 Typo I,IONO O oty 2 Ply ;"*,, | | rl'tlu |rlg,r nItW \rasl|gr lr\r, O ll'.l , LOAD CASqSI Concsntralod Loads (lb) I V8rtr B!€5O.0 ,) 4lh Spdntle. Load: Lumber Incr€as€ll.25, Plato lncreass= 1.25 Unform Lods (p[) Vod: A-F-3O.0. EE=-A).o Conaentr8lsd Loeds (lb) Vert F=€50.O 10) slh SpdnkLr Loed: Lumber lnc1€as6=1.25, Platr IncreasFl.25 Unibm Lads (pf) Vert: A-D--3O.0, &E:m.o Conc6nbal6d Lo€ds (b) Vart E*35O.0 SRI s Sep 13 20(x, MiTek Industries, Inc. ttbn Jul 23 14:16:38 2mf peg€ s Ser 13 2000 , -1{-0 , 5-1-0 t{-0 tl-o Scale = 1 :20 a4 tl Plales Increas€ 1.00 Lumber Incrsas€ 1.00 Rep Slr€ss Incr YESCode UBC/ANS|95 DEFL in (loc) l/d€n Ved(LL) -0.10 &D >sEO VerlCIL) {.16 &D >355 HorzCfL) O.m D n/a lst LC LL Mn l/defl = 240 PLATES GRIPMfr20 197t't44 Weighl: 20 lb TOP CHORD 2 X 6 SPF€ 1650F 1.5t BOT CHORD 2 X 4 SPF-S 21mF t.8EWEBS 2 X 4 SPF-S 2100F 1.8E REACTIONS (lblsize) D=459/O-5-8, B=78UG5-8 i,ax Hoz B=188(oad case 4) ilax UpliftO={:}(load case 4), B=-,1jg(loed case 4) Max cravF462(oad case 8), B=780(loEd case .l) FORCES (b) - First Load Casc Onty TOP CHORD A-8=61, 84=136. C-F-412 aOT CHORD &E=4, D'E=4 NOTES 1) This truss has b68n designed for lhe wind losds gon€rated by 85 mph winds at 25 n ebor€ ground le\€|, using 5.0 psf lop chord dead load and 5.0 psl botlom chord doad load, 100 mitrom hurrioane oceanline, oh an ocoupanct category ll, condition i onclosod building, of dimonsions 10O ff by 100 ft with exposure C ASCE 7-93 per UBC/ANS|95 lf end v€rticEls or cantilevers exist, they are exposed lo wind. lf porchss exisl, lhey are nol exposed lo wind. The lumber DoL increas€ is 1.33, and the plale grip incrcass is i.33 2) This truss has been dasigned for a 10.0 psf bottom chord livs load nonconcurrent with any otht live loads per Table No. 1GB, UBC-94. 3) Provide m€chanical connection (by others) of truss to bearing plate capabl€ of withstanding 83 lb uplifr al Fint D and '119 lb uplifl at joint 4) This trus6 has been designed wilh ANSUTPI 1-1995 critsria. 5) Load caso(s) 6, 7,8 has been modified. Building d€signer must revia/v loads to wdfy that they are corr€cltor the intonded use oflhis lruss. 6) This truss hes be€n dssigned for a moving conc6ntretad load of 250-0lb livo end 1oo.olb dead located et all mid panels and al all Danel points aloog lhe Bonom Chord, nonconcun6nt w'lh eny olher live loads. LOAO CASEISI Standard Exc€pt: 6) lst Sprinkler Loed: Lumber Increase=1.25, Plale Incroase=1.25 Unifom Loads (pl0 V€rl: A-C=-30.0. B-F-20.0 Concar rated Loads (lb) V6i:E-.350.0 4 2nd SprinHer Losd: Lumber Incrsass:1.25, Plate Increesa=1.25 Unifom Loads (plO Vsrl: A€=-30.0, 8&-20.0 Concenlratod Loads (lb) Vorl: F-350.0 8) 3rd Sprinkler Load: Lumber Incraase=1.25, Plat€ IncrsasF1.25 Uniform Loads (plo ved: A-c=.30.0. B-F-20.0 BRACING TOP CHORD Sheath€d o( 5-14 oc purlins, ercept end verlicals. BOT CHORD Rigid cailing directly appli€d or IGo-{) oc brscing. Ttu66 Type MoNoo SPAC|NG 2-0-0 Plales Increase 1.00 Lumber Incteas€ 1.00 Rep Stress hcr YESCode UBC/ANS|95 DEFL in (loc) Udetl Vert(LL) -0.02 B-D >999 VenCrL) .0.m &D >ggs HorzCfL) 0.00 D n/a 1st LC LL Min l/defl = 240 PI.ATES GRIP Mll20 197t144 Weight: 13 lb TOP CHORD 2 X 5 SPF.S 1650F 1.5E BOT CHORD 2 X 4 SPF-S 2100F 1.8EWEBS 2 X 4 SPF-S 2100F 1.8E REACTIONS (lysize) D=224l(}5-8, B=596/Gt8 Max Horz B=126(load case 4) t\rax UpliflD:36(load ces€ 4), B=-116(toed case 4) Max cravO=408(bad case 8), B=596(load case 1) FORCES 0b) - First Load Case Only ToP cHoRD A-8=61. B-c=64. c-F-196 BOT CHORD B-E=-o. DE=-0 NOTES 1) This lruss has been designed for lhe wind loads generatEd by 85 mph winds at 25 ff above ground level, using 5.0 psf top chord dead loed and 5.0 psf botlom chord dead load, lm mi trom hurticane ocsanline, on an occupancy category ll, condiliofl I enctoGed building, of ditn€nsions 100 ff by 100 fr wilh exposure C ASCE 7-93 per UBC/ANS|95 lf end verticels or cantilevers exisi,lhey are o<posed to wind.f porches exisl, lhey are nol €)(pos€d lo wind. Tho lumber DOL increasa is 1.33, and lhe plst6 grip increase is 1.33 2) This lruss h€s b€€n designed tor a 10.0 psl bottom chord live load nonconcurent wilh eny olher liw l@ds per Table No. 1&8, UBC-94. 3) Ptovide mechanical conn€clion (by oth66) of truss to bearing plate capablo of withstanding 36 lb uplin al ioint O and 116 lb uptift at iointEI 4) This truss has been designod wilh ANSI/TPI l-1995 criterb. 5) Load ceso(s) 6, 7, 8 has beon modilied. Building designer must rsviev,/ loads to verity thei lhoy ere conect for the intendod uss of lhis russ. 5) This lruss has boer design€d for a moving conc€ntrated load of2so.Olb liv€ and lOO,Olb de€d located at all mid panels and at all Denelpoints along the Botlom Chod, nonconcurer with any olher live loads, LOAD CASqS) Standard Excapt: 6) 1st Spdnklor Load: Lumber Incrsase=1.25, Plals lncrsase=l.25 Uniform Losds (plD Vert: A-C=-30.0, B-D€-20.0 Concentratsd Loads 0b) Vert: E=35o-0 7) 2nd SprinHer Load: Lumber Incr6asa=1.25, Plate Incre6€€1.25 Unitorm Loads (plo Vert: AG-30.0, B-F-20.0 Concenlrated Loads (lb) Ven: 8=-350.0 8) 3rd Sprinkler Load: Lumber Increasa:l.25, Plale Increaseel.2s Uniform Loads (plD Ven: A-G-30.0. B-D=-20.0 BRACING TOP CI{ORD Shealhed or }l-0 oc purlins, sxcapt end verticals. BOT CHORD Rigid ceiling directly applied or 10-txt oc bracing. s SeD 13 2m0 4 l s.oo FZ Jq 1 I 3-1{ | Job 8079 Tru8a Il8 Tlr!8 TYp.**o aq 2 Ply 1 ,(odonCl 4t{,l tl'P I rnls hc.t Ndu Hb, oo, E1647 lr-oADcAsqs)l** I ) ) Scald = 1 s.oo lit 3x4 /z ffi-/ D- 6x8 ll F 3x4 .-\ SxG -\G ..t,l a(4 =2x4 I M 12x12 - I I t;l9IN r9 I](o K 'd' pN 3x4 -- 3.ooF 6x16 -.- Plat6Increase 1.0O Lumber Increas€ 1.0O Rep Stres"s Incr YESCode UBC/ANSI95 DEFL in (loc) Yd6fl Verl(LL) -0.63 i,tN >lg8 V€dfiL) -O.84 i/l-N >33O HozCrL) O.57 J da 1sl LC LL Min Ud6fl = 240 PLATES GRIP M[20 169t.t23 Weighl: l17lb LUMBER TOP CHORD 2 X 6 SPF-S 2,lO0F 1.8E BOT CHORD 2 X 6 SPF.S 21OOF 1,8EWEBS 2 X 4 VVW Slud 'Exceptwl 2 x 4 sPF-s 2100F 1.8E REACTIONS (Usize) B=3050/0-t8, J=3O50/0-5-g lhr Hoz B=240(toad case 4) ltax Uplif,B=-so1(losd case 5), J=-5oi(toad case 5) Unifom Lo€ds (plf) Vert: A.F=-30.0, F-K=.30.0, B{vF-20.0, J-M=-20.0 Concentratod Loads (lb) Vert: 0=-350.0 9) 2nd SprinHer LGd: Lumbsr Incrsess=1.25, Plate Incrsass=.l.2S Uniform L@ds (pl0 Vert: A-F=-30.0, F-K=-30.0, &I\iF-20.0, J-M=-20.0 gRACING TOP CHORD Sheathed or 2-8.3 oc ourlins. BOT CHORD Rigid ceiling directly apptied or 1O{!O oc bracing. FORCES (lb) - First Load Case Only ToP cHoRD A-B=214' &c=-8403, c-D=-7900, D-E=-77i 1, E-F=686o, F-c=-6860, c-H=-2711, Ht=-zgoo, t-.F-8403, J-K=214Bor cHoRo &o:7572, o-P=7586, N-p=7589, N-G7546,lvLe=7s6e, rwR=7s68, L-R=7s47, L-s=7589, s-T=2s86! &T=7s72WEBS GN=-135, E-N:94, E-M=-l061, F-t\,F4476, c_tvt=-1061, c_L=-94. t-L=135 NOTES 'l) This tnlss has been chscked for unbalanced loeding conditions. 2) This truss has beon d€signsd lor the wind loeds gsnerated by 85 mph winds al 25 ff abow ground lwel, using 5.0 psf top chord dead l@d and 5.0 pef bottom chord dead l@d, l(x) mi from hudcano oc€anline, on an occupancy category tt, conaiton i enclosod building, ofdimondom 100 fr by 100 fr wilh exposuro c A'SCE 7-S psr UBC,/ANSFS I end vedicais or iadilJvers exist, thq ara €xposed to wi]fu. lf qgtches exisl, thry ara not e)Qosed lo wind. The lumber DOL incrsce is 1.33, and ih€ ptale grip increase is i.33 3) Thistnrss has been doslgned for a 10.0 psf bottom cho.d liw load nonconcunent with ani oth;lii,e loeds p€r Table No. lGB, UBc-g4. 4) Bearing aljoint(s) B, J considers parallelto grain valus using ANSUTPI 1-'t995 angle to grain formuta. BuiHing designershouid verify capecity ol bea.ing suttace. 5) Provide mechenical connoction (by others) ot lruss to b€aring plate capable ofwilhstianding 501 lb uptift at ioint I end 5Ol lb uplift atjoint J. 6) This tru6s has boen dosigned with ANSfTpt 1-199S critoria. 7) Load case(s) 8,9, 10,11,12,13, 14, 15, 16 has bean modifi€d. Building designer must review loadsto verify that they are correct for the intend€d use ofthis lruss. 8) This truss has b€sn designed fof a moving concentrated l@d of 250.Otb live end l0o.Olb dead locat€d at all mid penels and at all panel points along lha Bottom Chord, nonconcufient with any olhsr live loads. LOAD GASE(SI Standard Excepr: 8) 1sl Spdnkler Load: Lumber Incr6ase='1.25. Ptate Incr€ase=i.25 s S€p LOAD cAsE(S) Concenlratsd Loeds (lb) V€i; Q-350.0 3rd Sprinkler Load: Lumb€. Increase=1.25. Plate Incr6ese=125 Uniform Loads (pl0 V€n:,S=-30.0, F{=1O.0, Blr,F-20.0, J-tts-20.0 Concentraled Loads (lb) Ved: R=-360.0 11) 4th Sprinkler Load: Lumber Inffeasa=i.25. plate IncreesFi.2s Unifom Loads (plD Ve : AF.-3{1.0, F-K=€0.0, S,tJts-20.0, J-M=-20.0 Concenlfated Loads (lb) Vort: T=-39).0 12) sth Sprinklor Loed: Lumber Increas€=1.25. Ptale Incr€ase=i.25 Unifom Loeds (plD Vert A-F=-3O.0, F-KE-30.0, B{rF-20.0. J.M=-20.0 Concortrat6d L€ds (lb) Ved: 8=€50.0 13) 6lh Sprinklar Load: Lumber Increase='l.25, Plat6 Increase=1 .25 Uniform Loads (plD vert: A-F=-30.0, F-K=-30.0, &M=-20.0, J-t\rF-20.0 Concer rated Loads (lb) Verl: P=-350.0 14) 7th Sptinkler Load: Lumb€r Increase=l.25, Plats Incr6es€=1.2S Uniform LoaG (plD Vert: A-F=-30.0. F-K=-30.0. B.|ir=-20.0. J-lvt=-20.0 Concentral€d Loads (lb) Vert; [t-35O.0 1q &h Sprinlder L@d: Lumbst lncrease=l.25, Plate Increase=l.25 Uniform Loads (plD Ven: A-F=-30.0, F-K=-30.0. a-i,F-20.0. J-tvts20.0 Concentrated Loads (b) Verl: S=-35{).0 l6) gth Sprinld€r [md: Lumber Inoreese=l.25, plata lnoreas€=l.25 Unform Loads (plD Verl: A-F.-30.0, F-K=-30.0. B-tF-20.0. J-tits2O.O Concanl al€d Loeds 0b) Vert J=-350.0 Scals = 1:51 12{12 - n 7fr= E s.oo F Il=ld t6. tl I IYtf ,r l*||OI H ,d, KN gti2 =L u4 tl 3.oo F 5x16 .-.- | 6-6-0 , 9-lG8 , 1+7-8 , 17.0_0 i 23$_O , ,3-o-0 236-0 3.{t-0 Inc. iron Plat€s Increaso 1.0O Lumber Incr@se l.0O Rep Slress Inc' YESCode UBC/Al.lSlgs DEFL in (loc) Udefl Verl(LL) -0.64 J-K >4:15 VodfiL) -0.85 J-K >327 Horz OL) 0.57 c ry'a 1st LC LL Min Ud€fl = 240 PI.ATES GRIPMt20 169/123 Weight 115lb BRACING TOP CHORO Shealhed or 2-4-6 oc purtins. BOT CHORO Rigid coiling dhectly applied or'lO-0-O oc b]acing. LUMBER TOP CHORD 2 X 6 SPF-S 2100F 1.8E BOT CHORD 2 X 6 SPF.S 21@F 1.8EWEBS 2 X4\wW Stud'Except' w2 2 X 4 SPF-S 2.t00F 1.8E, W2 2 X 4 SPF-S 21mF 1.8E REACTIONS (lb/sizs) A=3050/G5-8, G=3OSO/O-'B Max Horz 8=-208(toed case 3) Max Upltf,B=-so1 (load case 5), c=-501(toad cese 5) 1sl Sprinkler Loed: Lumbsr Increase=1.25, Plat€ Incr€ase=1.25 Loeds (plD Vert: A-Da30.0, DE=-30.0, E-H=.30.0, B-K=-20.0, J-K=-20.0. cJ=-20.0 Concantreted Loads (b) Vert: li,F-350.0 9) 2nd Spdnkler Load: Lumb€r Increass=1.25, Plate Increase=1.25 FORCES (b) - First Load Case Onty ToP CHORD A-B:214, 8€:8494, C-D:7677, DlE=.7171, E-F=-nO2, F4=4490. G-H=z148or cHoRD &tuF7674, L-l\,F7689, L-N=7740, K-N=7753,K+7145, J-o=7145, J-p=725r, Lp=773s, l-cF7685, c-e=7670WEBS c-L=-204, C-K=-453. DK=2156, O-J=29, E -J=21€tr, F-J=423. F-F-212 NOTES 1) This truss has be€n checked tor unbalanced l@ding condilions. 2) This iruss has been designed for tho wind.loads generaled by 85 mph winds at 25 tt above ground le\€|, using 5.0 psf lop chord d€edload 8nd 5 0 pqf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy category ll, condition i enclosed building, of d-imendons 1OO ft by 100 ff wilh sxposure C ASCE 7-93 psr UBcyANSlgS lf and vertlcais or tantitavers exist, lhey are exposad to wind. - lf porohos 6xist, thay ate not exposed io ndnd. The lumber DoL increase is 1.:|:1, and th6 plete grip increasg is i.33 3) Provide adsquat€ d|ainago to pfor,/ent rn ator ponding. 4) This tluss has bo6n d6igned for a 10.0 psf bottom chord liw load nonconcunent with srry other live loads per Table No. 1AB, UBG.94.q B€aring atjoint(g B. G consideF parallet to orain \€luo using ANsrTPl 1-1995 angle to grein formula. auiiolng designe should veriry capaoily of boaring surtaco. 6) Provide mechanical coonection (by othoB) of truss to bsaring plats capsble of withstianding soi tb udin d hint B and SOI tb upliff at ioini G. 4 This lruss hes bssn designed with ANSyTPI 1-,1995 criteria. 8) Load cas€(8) 8,9, 10, 11, 12,13, 14, 15,'16, 17, 18 has been modifisd. Building d€slgner musl revi$,loads to veriry thal they are aorroct for lhs inlendod use of this truss. 9) This truss has been designed for a moving concentraled load of 2so.Olb live and loo,olb dead located ai all mid psnets and at all Danetpoints along tho Bottom Chord, nonconcurrent wilh any othe. live loads. LOAO CASE(SI Standard Exceot: LOAD CASE(SI Unifom Loads (plf) V6d: A-F€0.0, D-E:-30.0, E-H=.30.0, B-K=-20.0, J-K=-20.0, GJ=-20.0 Concenlrated L@ds (lb) Verl: N=-350.0 10) 3rd Sprinkler Load: Lumber Increase=1.25, Plate Incr€ase€1.25 Uniform Loeds (ptD Von: A-D=-30.0, D-E=-30.0, E-H=€0.0, &K=-20.0, J-KE-20.0, c-J=-20.0 Concentratod L@ds (lb) Vorl;0.-350.0 11) 4lh Sprinkler Load: Lumber Incroase=1.25, Plat€ Increase=1.25 Uniform Loads (plf) Veft; A-D=30.0, D-E=-30.0, E-H=-3O.0, B-K=-20.0, J-K=-20.0. crJ=-20.0 Concsntrat€d Loads (lb) Ved: P=-350.0 12) 5lh Sp.inkler Load: Lumb€r IncroasFl.25, Phe Increase=l.25 Uniform Loeds (plD Ve : A-D-30.0, DE=-3O.0, E-H=-3O.0, B-KE-20.0, J-K=-20.0. cJ=-2O.0 Concer rated Loads (b) Ved: 0--350.0 13) 6th Sprinkler Load: Lumber Incroase=l.25, Plat6 Increase=1.25 Uniform Loads (plD Ved: A-D=-30.0, D-E=-3O.0, E-H=-30.0, B.K=-20.0, J-K=-20.0, c-J=-20.0 Concanfiat€d Lcds (lb) Vert: 8=-35().0 14) h Spdnkler Load: Lumb€r Incr6ese=1 .25, Plale IncrEas€=l.25 Unifom Loads (plD Vo,l: A-D=-30.0, DE=-30.0, E+l=-3O.0, &,K=-20.0, J-K=-20.0. c.J:20.0 Concentrat€d Loads (lb) Vei: L=€50.0 15) 8th Sprinkler Load: Lumb€r Increase='l .25, Plate Incr6aso=1.25 Unifo.m Loads (plD Ved; A-tF-3{,.0, O-E=-30.0, E+l=-3O.0, BK=-20.0, J-K=-20.0. c-J=-20.0 Concofltrated Loads 0b) V6 : K=-360.0 16) gth Sprinkler Load: Lumber Incr€asa= 1.25, Plale IncreasFl.25 Unifqm L@ds (pl0 Vsd: A-Oc-30.0, DE=-30.0, E-l'F-30.0, SK=-20.0, J-K=-20.0, cJ=-20.0 Concanlrat€d Loads 0b) Vert: J:350.0 1Oh Sprinkler Load: Lumbor lncfeass=l.25, Plata IncreasaF1.25 Unifqm Lo€ds (plD Vod: A-D=-41.0, D-E=-30.0, E+ts-30.0, 8{=-20.0,..LK:20.0. c.J=-20.0 Conconfrafod [.@ds 0b) Vdl: ts-39).0 16) 1llh Sprinklsr Load: Lumbar Incr€ese=1.25, Plale Incrsas6E1.25 Unifom Loads (dD Vsd: A-F30.0, O-E=-30.0, E-l+-$.o, &.K=-20.0, J-K:20.0, c-J=-20.0 Concsr rated Losds 0b) Varl: G:-350.0 Job 8079 Truss cz Truss TvDe RooF|s aty ,| Ply I (oplional) 3-0-o $4-1 24-15 4-0-0 4-G0 2-4-15 5-4-1 34.0 Trusfab Inc., N€r^, Castle, CO. 81647 4.201 SRI s Sep 13 2000 MiTek Induslri6, Inc. Mon Jul 23 '1417:17 2ml Page I , -34-O I 5-4-1 F 7-9{ | 11-*0 | 1s-9-0 | 18-1-15 | 236-0 | 266-0 | Scale = 1:51., 3x4 = E 7xg - I d s.m F ft16 = 3x6 =JXb l- l5 I ITto -(' 15 | 'd' (.i GId"8x12 = 5xl6 = 3.ooftT Plale Offsets (X.n: IB:0-e1.(Xl-l11. lH; LOAIXNG (p€l) TCLL 80.0 TCDL 't 5.0 )BH ,3:3 SPACING 2-{t0 PHss locroase 1 .00 Lumb€r lncrease 1.m Rep Stress lrrcr YES Code UaC/ANS|95 cslTC 0.94BC 0.90wB 0.70 (l,/blrix) OEFL in (loc) l/defl Varl(LL) {t.75 J-K >369 VenOL) -1.00 J-K >278 tloz(IL) 0.57 H nla 'lsi LC LL Min l/defl = 2,{) PLATES GRIP Mll20 169/123 Weight: 128lb LUMBER TOP CHORD 2 X 6 SPF€ 21OOF 1.8E BOT CHORO 2 X 8 SPF€ 1950F 1.5E WEBS 2 X4WW Stud'Exc6Dl' w2 2 X 4 SPF-S 2100F 1.8E. W2 2 X 4 SpF€ 2100F l.8E REACTIONS (lb/size) B=3O5O(}5-8, H=3O5UOS8 lvlax Horz Fl 75(load case 4) i/bx UplinB-sol(load cas€ 5), H=-501(load cas€ 5) BRACING TOP CHORD Sheathed or 2-4-4 oc purlins. BOT CHORD Rigid ceiling dkectly applied or IGO-O oc brecing. FORCES (lb) - First Load Case Only TOP CHORD A-B=225, 84=-8594, GD=-8498, DE=-8oslt, E-F=-8054, F€=-8498, c-H=€594. Hl=226 BOT CHORD B-L=777A, K+=7797, K-i/F87a), J-t!ts8780, J-N=7797, H-N=7778WEBS C-K=281, DK=2199, E-K=-770, E-J=-770, F-J=2199, c-J=281 NOTES 1) This truss has b€en ciecked for unbalancod loading conditions. 2) This truss has b€sn designed for lhe wind losds g€nerated by 85 mph winds at 25 ft abovs ground level, using 5.0 psftop chord d€ad load and 5.0 psf botiom chord dead load, lOO mi trom hurricano oceanlho, on an occupancy calegory ll, condition I gnctos€d buiHing, ol dimonsions lm ft by 100 fl with exposurs C ASCE 7-93 psr UBC/ANS|95 lf end wdicals or cantilewrs exist, thoy ere gxpos€d to wind. lf porches €xist,lhey are nol exposed to wind. Th€ lumber DOL increase is 1.33, snd th6 plate grip increasg is 1.33 3) Pro/ide adequal€ drainegs lo prevenl 'rrater ponding. 4) This truss has been designed for I 10.0 pst botlom chord liv6 losd nonconcurrent with any other livo loads per Table No. 1AB, UBC-94. 5) B€8ting at roint(s) B, H consid€ts perallello grain valus using ANSI/TPI 1-1995 angl6 to grain tormula. Building desigrEr should voify capacily of boaring surfsc€. 6) Provide mechanical conneclion (by othors) ottruss to boaring plate capablo ot withstanding 501 lb uplitl atioint B and 501 lb uplifr at joinl H. 7) This lruss has been design€d wilh ANSI/TPI 1-1995 cril€ria. 8) Load cas€(s) 8, 9, 10, 11, 12, 13, t 4 has baen modifi€d. Building designer must revisv, loeds lo voriry lhat th€y are cofioct for the intanded use ot lhis truss. 9) This truss hes beon design€d for e moving concentraled load of 250.01b liw and '100.01b d6ad localed al all mid panels and al all panel points along the Boltom Chord, nonconourent with any olher live loads. LOAD CASqS) Slanderd Except: n 1d Sprinklor Load: Lumber Increase=l.25, Plat6 Incroas€.1 .25 t Unilorm Loads (plt)7 V€d: A-D=-30.0, 0.F.-30.0, F-t=-30.0, 8-K:-20.0, J-K=-20.0, H-J=.20.0 Concenl.aled Loads (lb) Ved: L=.350.0 9) znd Sprinkler Load: Lumber Increase=1.25, Plale Increass=1.25 LOAD CASE(S) Unifom Loeds (plD Ven: A"F-3{r.0, DF--3O.0, F{-nO.o, &K=-2o.0, J-KE-20.0, H-J:20.0 Conc€olralod Lo€ds (b) Verl: Itt-350.0 10) 3rd Sprinkl€r Load: Lumbar Increase=l.25, Plate Increass.l.25 Uniform Loads (pll) Ve : A-D.-30.0, D.F--30.0, F.l--30.0, &K=-20.0, J-Kr-20.0, H-J=-20.0 Concentr8ted Losds (lb) Ve : N=-35O.0 11) 4th Sprinkler Load: Lumber Increass-1.25, Plate Incrsas€=i.25 Unifom Lo6ds (plD von: A-D.€0.0, D-F=-30.0, FJ=-30.0, &K=-20.0, JrK=-20.0, HrJ:20.0 ConcenLstod Loads (lb) Vsn: F-35O.0 12) slh Sprinkl8r Load: Lumber Increaso=1.25, Plats Increasa=1.25 Unitorm Loeds (plt) Ved: A-D=€0.0, D-F=-30.0, F-l=-30.0, &K=-20.0, J-K=-20.0, H-J=-20.0 Concenlrsted Loads (lb) Vert: K=-350-O l3) 6lh Sprinkler Load: Lumbcr Increas€=1.25, Plate Incrsasa='1.25 Uniform Loads GID Ved: A-F30.0, DF=€0.0, F-l=-30.0, BK=-20.0, J-K=-20.0, HJ=-20.0 Concentralod l-osds (lb) Verl: J=350.0 14) 7th Sprinklor Load: Lumb€r Increase=1 .25. Plali; Increase=1 .25 Uniform L@ds GID VBrt: A-F-30.0, DF=-30.0, F-l=-30.0, B-K=-20.0, J-K=-20.0, l-l-.F-20.0 Concenlrsted Loads (lb) Vert: tF-39).0 w MiTek Pags I -3(x' | $$O | 99{ I 13-$0 | 17-9-0 | 2}AO , 2e6{ ,3-O-O 5_9-O 4.{t-0 +o4 4-{IO $,9,O scate = 1:51 6x16 -3x6 - D 6x16 = l.t'; l9 t-l9 ,e 19l@ lFo J d.:1 1 5.oo F x4 ll a1{ , 99-0 , 1}9-O , 17-4_8 , z}fl) , +{l0 23.6.{) 3-0{ 3.oo FZ Pkt6lncreaa€ 1.00 Lumb€r lncreass 1.00 R€p Stress Incr NOCode UBCTANSIg5 DEFL in (loc) Ud€fl V€rt(LL) -0.76 J-K >353 VertoL) -1.00 J-K >277 Horz GL) O-.|a G n/a lsl LC LL Min Udetl = 240 PLATES GRIP Mll20 169/123 Weighl: 340 lb LUiIBER TOP CHORD 2 X 6 SPF-S 16s0F 1.5E BOT CHORD 2X6SPF-S2100F 1.8EWEBS 2 X 4 SPF-S 2100F 1.8E 'ExceDt. W2 2 X 4 WW Slud, Wl 2 X 4 WW Stud. W2 2 X 4 WW Stud REACTIONS (h/size) B=4857D.t8, c:4857r0-t8 Max Horz B=1530oad cass 4) Mar UplifrB=-776(oed case 5), c=-782(oad case 5) BRACING TOP CHORD Sheathed or 6"0-0 oc purlins. BOT CHORD Rigid ceiling direclly appli€d or 10-0-0 oc bracing. FORCES (b) - Firsl Load Case Only TOP CHORO A-B=214, SC:-'|7376, C-D=-22749, O-E= -22577,E+=-22577, F€=n7391, c-H=214 BOT CHORD B-tF15976, L-l/ts16q)2, L-N=17096, K-N-17095, KO=22748, J-Oc22748, J-P--17'122,l-P=i7123, lQ='l60t 7, c-e15991wEBs c.K€836, D.K=-251, D-J=-l77, EJ=-235, FJ=5631, c-L=4485. F-t=4522 NOTES 1) This truss has b@n checked for unbalanc€d loading condilions. 2) This truss h€s boen d6igned for th3 wind loads general6d by 85 mph winds at 25 fl above ground lewl, using 5.0 p6f top chord dead load and 5,0 psf boltotn cho{d dsad losd, 100 mifrom hurrioano ocoanline, on an o@upanct calegory ll, condition aenclosed building, ot dimensions 100 fr by 10o fl wilh exposure C ASCE 7-93 por UBC/ANSI95 lf end vedicals or carilil€veE exist, thay ar6 expos€d to wind, lf porches axist, thsy are nol €xposod to wind. Ths lumber DOL increasa is I.33, and lh€ plete grip increase is 1.33 3) P]o/ide adoquale drainage lo prsvenl '.rater ponding. 4) This truss has boen desioned for 8 10.0 psl bottom chord liw load nonconcunent with any other live loads psr Tabl6 No. lAB, UBC-94. 5) Bearing aljoinl(s) B, G considers parallel lo grain value using ANSUTPI 1-1995 angla to grain formula. Building designer should wrify capacity of b€ering surface. 6) Prwile machanical conn.clion (by olhe6) d truss lo boedng plate capabb of withstanding 776 lb uplin al ioint B and 782 tb uptift al ioint G. 7) This lruss h€s been design€d with ANSI/TPI 1-1995 critaria. 8) Load cas€(s) 8,9, 10, t1, 12, 13, 14, 15, 16, 17,18 has b€an modilied. Building designer must revi€w loeds lo veriry that they are cor,ecl for lhe inlended use oflhis truss, 9) This tluss has b€€n designed tor e mo/ing concanlraled load of250.0lb live and 100.01b dead tocated el all mid panels and at all Danal points along the Bottom Chod, nonconcunent with any other liva loads. 10) Sp€cial hsnget(9 or conn€dion(s) roquipd to support concentrated load(s) 773.91b dcMrn and 341.31b up al 17-9-0, and 773.91b dovrn and 341.31b up al $9-O on lop chord. Design for unspocified conneclion(s) is d6legslsd to the buitding dosigner. 3-ply lruss to be connecled togeth€, wilh 0.131",(3 Nails as 10l10$,s: Top chords connected as follows: 2 X 5 - 2 rov'6 el 0.4-0 oc. Bottom chords clnnsdod as tollo$,si 2 X 6 - 2 rs,vs at G9-0 oc. Webs connocied as follo\.ls: 2 X 4 - 1 ro',t, at 0-9-0 oc. SPeaial hengar(s) or connec'tion(s) required to support ooncgntrated load(s) 773.91b do1 ,n and 341.31b up al 17-$O, and 773.91b down and 341 .3lb up at S.9O on top chord. Design for uBp€cified conneclion(s) is delegaled to the building designer. rusfab NOTES Ve|j,:. C=-12.-2 F--122.2 B=-@.0 7lh Spdnllar Lo€d: Lumbor Increaa€.1.25, PHa Incr8aae=l.25 Uniform Loads (plo V€rt: A-e-30.0. C-F=-15.0, F-H:-30.0, &L=-36.S, t-L=-76.i. c-t=-30.s Concenlrat€d Loads 0b) Ven: C=-122.2 F=-122.2 L=-350.0 15) 8lh Sprinkler Loadi Lumbe. Incraase=l,25, plato Increase=i.25 Uniform Loads (plf) Vert: A-C=-30.0, C-F=-l5.0, F-H=-30.0, B-L=-36.5, t-L=-76.1, G-t=_36.s Concentrated Loads (lb) Ven:. e-122.2 F=-122.2 K=-350.0 16) gth Sprinkler Load: Lumber Incresse=,l.25, Ptato lncrease=1.25 Uniform Loads (plD Vert: A-C=-30.0, C-F=-15.0, F-H=-30.0, &L=-36.5, t-L=-76.1, G-t=-36.5 Concer rated Loads (lb) VqL e-122.2 F=-122-2 J=-ffi.O 14 loth Sprinlbr Load: Lumber Increase=l25. ptale Increasesl.2s Unifom Loeds (ptD Vert: A€=€0.0, c-F=-15.0, F-H=€0.0, &L=35.5, F,L=_76.1. G+_36.5 Concantrdt€d Leds (b) V€{l; e-Q2.2 F=-122.2 t=€{t0.0 'l 8) 1 llh Sprinkler Load: Lumb€r Incroasa=l .25, plate Incraase= 1 .25 Unitorm Loads (plD V€{t: A-C:3O.0, C-F=-15.0, F-t-t=€0.0, B.L=€6.5, rL=-76.1, c-F-36.s Concsntratsd Loads (lb) V €{t| e -122.2 F --122.2 G.€50.0 lsSep 12)sFcia|tenge(s)o-rconnection(s)Equi'€dtosuppoI|conc€firaIed|oad(s)773.9|bdovl,n8nd341.3|bupat17-9.0,and?73.9lbdov,nand341.3|bu I Design tor unspscilbd connection(s) ls del€gated to the building <bsignei. LOAD CASqS) Standard E)cspt: 1) Rsgular: Lumber Incr€asa=l.m, Pbto tncrea3o-1.0O Unilom Lcds (plD Vod: AGl9O.0, GF=-95.0, F-H=-190.0, &L:36.5, t-L:287.8, G-t=€6.5 Concanlretsd Loads (lb) Verl: C-773.9 F=-773.9 8) lsl Sprinkl€r Load: Lumb€r tncreas€=1.25, plate Incrsas6=1.25 Unifom Losds (plD vert: A-c=-30.0, c-F=- 15.0, F-H=-30.0, B-L=-36.5, t-L=-76.1, G]=-36.5 Concantratod L@ds (lb) Ven: C=-122.2 F=-122 .2 iiF-350.0 9) 2nd Sprinkler Loed: Lumbar Incr6asa=1.25. plals Increase=.|25 Uniform LoaG (plO vert: A4=-30.0, c-F=l5.0, F-H=-30.0, B-L:36.5, t-L-76.1, c]=.36.5 Concentrated Loads (lb) Ven: C:122-2 F=-122.2 N=-3SO.0 l0) 3rd Sprinkler Load:Lumber Incr€as€=1.25, Plale Incrsase=l.2S Unito]m Loads (plD ved: A4=-30.0, c-F=-15.0, F-H:30.0, &'L=-36.5, t-L-76.1. c_t=136.5 Concsr raled Loads 0b) Ven: C=-122.2 F=-122.2 0-€50-0 1'l) 4th SprinHer Load; Lumber Incr6asa=1.25, plale Increase=1.25 Unitorm Loads (plD Verl: A€=-30.0, C-F=-15.0, F-H=-30.0, B-L=-30.5, t-L=-76..t. cl=_36.s Concantraled LoaG (lb) Vetl: C.-122.2 F=-'122.2 P=€50.0 12) sth Sprinkler Load: Lumber Incrsaso=l.25, plate Increase=1.25 Unitorm Loads (plD Vert; AG3O.0, GF=-15.0, F-H=.$.o, &,L=-36.5, fL=-26.1. c-F-36.5 Concsnlrated Loads (lb) Ve.1t C=-1n.2 F.-122.2 e.-350.0 l3) 6th Sprinkhr L€d: Lumber Incr€esFl.25, plet€ Incroase=1.2S Unitorm Loads (plD V€rl: A-e€0.0, GF=-l5.0, F+t=-30.0, &L=-36.5, t+=-76.i, c-t=-36.5 Concenlrated Loads (b) I russ I ype H,,co|.' SPACING 244 PLatos lncrgaso 1.m Lumb€r Increaso 1.0O Rep Slr€ss Incr YESCode UBC/ANS|95 DEFL in 0oc) Udefl Vert(Ll) 4.39 K-L >991 Vert0L) 4.77 K-L >502 1sl LC LL Min Udefl = 2lo PLATES GRIP Mll20 169/123 Mlll6 127t82 W6i9hl: 144 lb LUMAER BRACING TOF CHORD 2X6SPF-S 1650F 1.5E TOP CHORD Sheathed or2-7-2 oc purlins. BOT CHORD 2 X 4 SPF-S 2100F 1.8E BOT CHORD Rigk cailing directty applied or 97-3 oc bracing.WEBS 2 X 4 WW Stud WEBS 2x4 T-Brace E-L, E-K, c-KWEDGE Fasten T and I braces to narov', edge of \aleb with I Od common v{ire nails L6n: 2 X 4 \wW Stud, Right: 2 X 4 \rVW Slud 8in o.c., with 3in minimum end dislance. Brace must cover g0% of v\reb lenglh. REACTIONS (lb/size) tl=3349lo€-8, A=4045/offi (input: 0-5-8) Max Horz B=2780oad cas6 4) iiax UplinH=-386(load case O, B=-627(load case 5) FORCES 0b) - FiI€t Load Case Only TOP CHORD A-B=209, &C=€657, GD=-5617, DEa5O56, E-F=-5104, FG={685, c-H=-6925 BoT cHORD B-O=s807, N€=58O7, N+=5807, M+=5807, L-nF5807, L-OF5437, K-O=54it7, J-K=6156, J-R=6156, LR=61s6, l-5=61s5, f}-s=6156 WEBS DL=961, F-KE1035, C-N=34, cl=105, OLE-866, E-L=-554, E-K=-482, G-K=-1200 NOIES 'l) Thi3truss has been ch€cked for unbalanced l@ding condilions. 2) This lruss has boon designed tor lh6 wind loads ganeral€d by 85 mph winds at 25 ff ebow ground lsvel, using 5.0 psflop chord dead l@d snd 5.0 psf bottom chord dead load, 100 mi from hurricane ocsenline, on an occupancy category ll, condition I enclosed building, of dimonsions lm fl by loo i wilh expoeure C ASCE 7-93 p6r UBC/ANS|95 lf end verlicals or cantileve's exlst, thsy are exposed to wind. lf porchss exisl, lh€y at€ nol €xposed to wind. The lumb€r OOL incrsaso is 1.33, end the plale grip increase is 1.33 3) Provide adequsle drainage to pr6v6nl water ponding. 4) All plal€s are Mll20 plates unl€ss othelwise indicat6d. 5) This lruss has b€on design€d ,or a 10.0 pst botlom chord live loed nonconcurrent with any oth€r tive loads par Table No. 1SB, UBC-94. E WARNING: Required bsaring size at joint(s) B grsator thsn input bearing size. 7) Plovido mochanical connection (by olhers) of truss lo bearing plete capable of wilhstanding 386 tb uplift at ioint H and 627 lb uplifr at ioint 8. 8) This lruss has b€en designed wilh ANSI/TPI 1-1995 crilgrla. 9) Load ca$(s) 8,9, 10, 11,12, 13, 14, 15, 16, 17, 18 has been modilied. Building designer musl revi6/',loads to verit lhat th€y are conect for lhe inlendsd use ofthis tru6s. '10) This ttuss has besn designod for a moving concenlralsd load of 250.01b live and l00.0lb dead located at all mid panols and al all panel points along th€ Bottom Chord, nonconounenl wilh any other live loads. CASE(S) Standard Except: 8) lst Sprinkl€r Load: Lumbgr Incr6ese=1.25, Plaie Increase= l .25 Uniform Loads (plf) verr: A-D=-30.0, DF=-30.0, F-H=-3{'.0, 8-H=-20.0 r -3-O0 , 6-G13 , 11-5-12 , 16-4-0 , 21-2-4 26-7-3 , 32-8-0 3{..0 s.0-13 *15 4.104 4-10-4 5-4-15 a(l-'13 Scale = 1:64. NPML 1.5x4 ll 7117.5 Mlll6 WB= 7x10 = KJR |x8 = 7x17.5 Mlll6 WB= 3x4 = E 7x10 = D 5.m F 1 1 lql9 l' ,q'l trr0 |'d' T I d .,1 "l 'dA 3x8 = r f 6-0-13 , 11-7{ , 21-G8 , 26-7-3 , 32-8-0 |$s,o 32-8-0 lnc, LOAD CASE(S) Concent|ated Loads (lb) Vert: 0.€50.0 2nd Sprinklar Load: Lumbsr Increase-1 ,25, Plate Incrosso=1 .25 Unifom Loads (plD Ve.t: A-D€-30.0, DF=-30.0, F-Hg-3O.o, &H-20.0 Concentrat€d Loads (lb) V€rt: PE-350.0 10) 3rd Spdnkler [.ed: Lumber Increas€=l.25. plate lncrea6Fi.25 Uniforn Lo6ds (plD V€rl: A-D=-30.O, D.F=-3O.0, F-H=-30.0. B-Hs-20.0 Conc€nlrst€d Loads (lb) Vert: Oc-35O.0 11) 4th Sprinkler Load: Lumber Inqsase=1 .25, Plat€ Increas€=1 .2S Uniform Lo€ds (ptD Ved: A&-3).0, DF=-30.0, F-H=-30.0, &H=-20.0 Concentrstod Loads (lb) Ven: R=€50.0 12) slh Sprinkler Load: Lumber Increaso=i.25, plate Incr€asFl.2s Unifom LosG (pl0 Verl: A-F-30.0, D-F=3O.0, F-H:30.0. B-H=-20.0 Concentrated Loads (lb) Ven: 5--350.0 13) 6th Sprinkbr Load: Lumber IncreasFl.25. Plate Increase=1.25 Unitorm Loads (plD Veri: A-Dc-30.0, D'F=-30.0. F-ll=-30.0. B-H=-20.0 Concentraled L@ds (lb) Vert: 8=350-0 14) 7th Sprintler Load: Lumber Increase=1.25, Plate Increas€=1.2S Uniform L@ds (pll) Vert: A-F30.0, D-F=-3O.0, F+ts-3o.o. &H=-20.0 Concentlated L€ds 0b) V€rl: l,lE3g).o 15) 8lh Sprinhsr Load: Lumbar Incr6ase= 1.25. Phte Incrsc€=i.2S Unitorm L@ds (plD Vorl: A-F-3{t.0, D-F=-30.0, F-IF-3O.o. eH.-20.0 Concenlrated Loeds (b) Vsl: L=€5O.0 lE glh Spdnuer Load: Lumbsr Incr€as€=l.25. ptate Increa€oEl.2S Unifofm Loads (df) V6d: A-tts-3o.o, D.F=-30.0, F-H8.30.0. &+F-20.0 Concenfeled Loads 0b) Vorl: K=-350.0 14 loth Spdnller Load: Lumber Increase=,|,25. plaie Increas6=.1.2S Unifofln Loeds (pl0 Vsn: A-D=-30.0. tlF=€0.0, F-H=€O-o. B-H=-20.0 Concentraled Loads 0b) Vert: l=-350.0 18) | lth Spdnkl€r L@d: Lumber Increase=1.25, plate Increase=l.2s Unilorm Loads (plO Vert: A-F-30.0, DF:-3O.0, F-H=-30.0, &H:-20.0 Concentraled Loads (lb) Vert: fts-35o.0 Scals = 1 s.oo F 4x12 = E 2x4 ll F 46 = 6x12 = GH 7x8 = D LX 12x16 = UO 4x8 = 8x12 = T Iq {t 1lctt(d' d'A 2x4 .-\ RQT P 12x12 - 4x12 ll VNMW 5x12.5 Mll16 ll 10x10 WB- Tru6s HALF Pht€s lncrease 1.0O Lumb€rlndease 1.00 Rep Slross Incr NOCode UBC/A lsl95 DEFL in (loc) Udotl Vsd(LL) -O.47 GP >831 VorlOL) -0.61 O.P >633 HozCIL) 0.15 K .ta 1st LC LL wlin Udetl = 240 PLATES GRIPt\fl20 169/123Mf16 127tA2 Weight: 624 lb LUMBER TOP CHORD 2 X 6 SPF-S 1650F ,I.5E BOT CHORD 2 X 8 SPF.S 1950F 1.5EWEBS 2 X 4 VVW Slud 'Exo€pt, w9 2 X 6 SPF-S 16s0F 1.5E, W5 2 X 4 SPF-S 21@F 1.8E w3 2 X 8 SpF€ 1950F 1.5E, W3 2 X 8 SPF-S t9s0F 1.5E w7 2 X 4 SPF-S 2100F 1.8E, W8 2 X 4 SPF-S 2100F 1.8E REACTIONS 0b/size) K=12016 }'$.8, B='t 1060/0-$13 (nput: O-S) luax Hoz B=394(oad case 4) t\rax UpliffK=-1521(load case 4), B=-1567(load case 4) BRACII{G TOP CHORD Shoath€d or 5.11-l oc pudins, sxcept end veIticals. BOT CHORD Rigid ceiling direclly applied or 10-0-0 oc bracing. FORCES (b) - First Load Caso Only TOP CHORD A-B=233, &C=-23863, GD=-23426, D-E=-2'17 ,E-F=-24434, F-c=.24434, c-H.-24434, Ht=-14484, t-J=-14484. J-K=.10592 BOT CHORD &S=21a6, R-S=21646, Q-R=23631, GT-236t1, p-T=2363i, p-U=23631, O.U=23631, O.V=23S05, N-V=23SG5, MN=23505, lrrfw=23505, L-W=23505, L-X=554. K-X=55{WEBS GR=-54, D-R=5278, E-R=4274, E-P=2887, E-O=tctO, F-O=-1463. HO=1197, ft-N=4142, H-L=-i0932, t-L=-90O, J-L=17108 NOTES 1) Thb lruss h€s been d€sign€d for the wind loads gon€tated by 85 mph winG at 25 i abovo ground lewl, using 5.0 psf top chord dsed loed end 5.0 psf bottom chord dead load, 100 ml lrom hunicana oceanline, on an occupency calegory ll, condition i sncloG€d building, of dimensions 100 fr by 100 ft wilh exposure C ASCE 7-93 p€r UBC/ANS|9S It snd verlicals or cantibve6 exisl, they ero exposed to winl.f porches e)dsl, lhoy are not expos€d to wind. The lumb€r DOL inc.ease is 1 .33, and tho plate grip increase is i.33 2) Provida adequate drainage lo pravEnt water ponding. 3) All plales are Mll20 pletes unless otheMise indicated. 4) This lruss has b€en d€signed for I 10.0 psf botlom chord livs load nonconcurent with any olher live loads per Table No. lGB, UBGS4. 5) WARNING: Requir€d bearing size at joinl(s) B greeter lhan input bearing size. 6) Bearing 8t irint(s) K coflsiders patallsl to gBin value using ANSI/TPI 1-1995 angle to grsin foImula. Building dasigner should verify ca@ily of beadng surfece. 7) PJovide mechanical connoction (by othors) o{ lruss to bsaring plat€ capablo of wilhstanding 1521 lb uplift at Fint K and .1567 lb uplifl atjoint B. 8) This lruss hss been dGigned wilh ANSUTPI 1-1995 criteria. Load cas€(s) 6, 7, 8, 9, 10, 11,12,13, 14, 15, 16, 17, 18 has been modmed. Building designer must review loadsto ve.ity that they are correcl for ihe intended use otlhis truss. This truss has b€€n dasign€d fot a moving concBnlraled l@d of 2so.olb liw end 100.01b dsad located at alt mid Danels and at all Dan6lpoir s along lhe Botlom Chord, nonconcurrenl with airy other livs loads. 11) Spacial hangar(s) or conneclion(s) requirad lo suppod concsntrated load(s) 2395.01b do{vn and 339.51b up 8t 9-,5.12 on top chord, and 2651.01b d('t'{n and 375.81b up al 11-m, and 2651-olb doi\rn and 375.8tb up al 2l-2-0, and 39o.0tb dorn and 55.3tb up at 9-S-12 on bottom chord. Design tor unspecilied conneclion(s) is delegated to the building designer. lnduslries. Inc. i,lon NOTAS 12) Special clnneclion requiEd to distribute top chord loads equally betlveen all plies. 3) Special conneclion required lo distribute bottom chord loads equelly betrrwen all plies, 4) 3.ply trus6 to b connectod logethg with 0.13113" Nails as fotlov{s: Top chorda oonnocled as follor{s: 2 X 6 - 3 rows al 0.4{) oc. Bollom chords connected es follovvs: 2 X 8 - 4 rows at G4-0 oc. W6bs connacled aslollot^ls:2 X4 - l ro/v st 0-9-0 oc,2 XB -2 ro,ns el0-9-0 oc. Special hsng€(s) or connection(s) requirod to supporl concentrated load(s) 2395.01b dor,\rn and 339.51b up at 9-5-12 on lop chord, and 2651.otb do',rn end 375.8lb upat114-0, and 2651'olb dolrn and 375.81b upal 21-2-0, and 390.01b do,'rn ard 55.31b up al 9-s.'12 on bottom chord, Oesign for unspecifid conn€ction(s) is delegated iothe building d6signor. 15) special hangs(s) or connection(s) required lo support concenlrBted load(s) 2395.01b dourn and 339.51b up at 9-5-12 on lop chord, and 2651.Ob d11fl, End 2651.01b donn and 375.81b up at 21-2-0, and 390.Olb down and 55.31b up al $5-12 on boltom chord. Design for unspecified connlct building designer, LOAD CASE(S) Standard Erc€pt: 'l) Regular: Lumber Increas€E1.0O. Plal€ Increase=1.fl) Uniform Loads (plf) vert A-F-l90.0, D-E=-l90.0, E-H=-285.0, H-J=-,190.0, B-R=-68.0, p-R:-493.6, N-p=-20.0, K-H=-4*r.6 Concentraldd Loads (lb) Vert: D=-2395.0 R=-390.0 P=-2651.0 N=-2651.0 O lslSpdnkler Load: Lumber IncreasFl.25, Plat€ Incr€sseE1.25 Unito.m Losd8 (plt) Vert:A-Oe-30.0, DE=-30.0, E-H=-52.6, HJ=-30.0, B,R=-31.4, P-R=-l32.8. N-p=-20.0. K-N=132.8 Concenlrat€d Loads (lb) Verl: 0€-570.2 R=-92.9 P=631.2 N=$31.2 5=€50.0 7) 2nd Spriokler Load: Lumb€r lncreass=l.25, Plsle Increase='|.25 Unifom Loads (plD V6d: A-D=30.0, D-E=-30.0, E-Hd2.6, H-J=€0.0, &R=-3i.4, p-R=-l32.8, N-p=-20.0. K-N=-132.8 Concenirated L@ds (b) Ved: F-570.2 R=-92.g P=631.2 N=-631.2 T.-350.0 8) 3rd Spinklor Load: Lumber lncreasFl.25. Plate Inoreasee1.25 Uniform Loads (plD vert: A-o=-30.0, o-E=-30.0, E-H:-52,6, H.J=-30.0, 8-R=-31.4, p-R=-l32.8, N-p=-20.0, K-N:-l32.8 Concentreted Loads (lb) Vert: D=670.2 R=-92.9 P=-631.2 N=-531.2 U=-350.0 9) 4th Spdnklsr Load: Lumber Increase:1.25, Plats Increase=1.25 Unifo.m Loads (plO Vert:A"E-30.0, DE=-30.0, E+F-52.6, tl-J=-30.0, B-R=-31.4, P-R=-132.8, N-p=-20.0, K-N=-132.S Conq€nlraled Loads (lb) Ve,t: 0'570.2 R=-92.9 FSI .2 N=-631.2 V=€5O.0 slh Sprinldof L@d: Lumber Inqease= 1.25, Plela Incr€sse=i.25 Unitorm Loads (plD Voft: AF-30.0, SE=-3O.0, E-l-ts.52.6, F|-J=-3O.o, B-R=-31.4, P-R=-132.8, N-p=-20.0. K-N=-i32.9 Concent.atod Loe& (lb) Vert: D=-570.2 R=-92.9 P=-531.2 N=631.2 W=-350.0 11) 6lh SprinHer Load: Lumber Increase=l.25, Plat€ Inorease=l.25 Unlform Loads (plD vert; A-F30.0, D-E=-30.0, E-H=-52.6, HJ=-30.0, &,R=-31.4, p-R=-132.8, N-p=-20.0, K_N=-132.8 Concent[ated Loads (lb) Vert: D=-570.2 R=-92.9 F€31.2 N={31.2 X=-350.0 12) nh Sprinkler Load: Lumber Increase=1.25, Plata Increase=1.25 Uniform l,reds (plf) Verl: A-De-30.0. D.E=-30.0, E-H=-52.6, H-J=30.0, B-R=.3i.4, p-R=-132.8, N-p=-20.0. K-N=-132.9 Concentrated Loads (lb) Vorl: F-570.2 8=-350.0 R=-92.9 t-631.2 N=631.2 13) 8th Spdnkler Load: Lumbe. Increase= 1.25. Plate Incr€ase=l.25 Unifo.m Loads (plD VBrt; A-D.-30.0, D-E=-30.0, E-H=-52.6, H-J:-30.0, &R=-31.4, P-R=-.t32.e, N.p=-20.0, K-N=-i32.e Concentrstod Losds (lb) Vo :D=-570.2 R=-442.9 P:631.2 N=-631.2 14) gth Sprinkler Load: Lumbor Increass=1.25. Plato Incleas€=l.25 Unifom Loads (plo Vei:A-O=€0.0, DE:-3o.0, E-H=-52.6, H-J:.30.0, B-R=3i.4, p-R=-l32.8, N-p=-20.0. K-N:-l32.8 ConcentrBtsd Loads 0b) Ved: F€70.2 R=-92.9 P=-981.2l\|=€31.2 15) l(Xh Sprinkl6r Load: Lumber Increase=l.25, Plate Incr€ese=l.25 Unifom Loads (pf) Vert: A-D=-30.0, D-E=-30.0, E+F-52.6, HJ=.30.0, B-R=-31.4, P-R=-132.8, N-p=-20.0, K-1+-132.8 Concentreled Loeds (lb) v6n: D=€70.2 R=-92.9 P=€31.2 0=.350.0 N=-631.2 16) 11th Sprinklor Load: Lumber Increase=1.25, Plate Inoroase= 1.25 Uniferm Loads (pf) Verl:A-0..30.0, DE=-30.0, E-H=-52.6, H.J=-3O.0, B-R=-31.4, p-R=-,132.8. N-t-20.0. K-N=-l32.8 Concontralod Loads (lb) V6rl: F670.2 R=-92.9 P=631.2 N=981.2 17) 12th SprinHer Load: Lumber Inc's6€=1.25, Plate IncreasFl.2s Unifom Loa& (plf) Vert: AFF-30.0, D-E=-30.0, E-H:52.6, H-J=-30.0, &R=31.4, p-R=-l32.8, N-p=-20.0. K-N=132.8 Concenlraled Loads (lb) V€rl: 0=.570.2 R=-92.9 P=631.2 N=-69'1.2 L=-35O.0 18) 13th Sprinklsr L@d: Lumber Incrs6€=1.25, Plate Increasa=1.25 Uniform Loads (plf) V€rt: A-D=-30.0, D-E=.30.0, E-H=€2.6, H-J=€o,0, B-R=-31.4, p-R=.132.8, N-p=-20.0. K-N=132.8 2-7-45-2-12 5-2-12 T. l4 l=scl 5x8 = D 5xB = LIHM 4xo = 3x10 =4x6 = 5.oo F 2+2-O PLATES GRIP M 20 169/123 Weighl: 112lb DEFL in ooc) l/den Ved(!L) .0.25 H-J >999 vsrtcl) -0.43 H-J >652 Horz(TL) 0.09 G n/a lst LC LL Min Udefl = 240 Pletes lncrgaso 1.0O Lumbor lncrease 1-00 Repstress Incr YES Code UBC/ANS|95 LUIIBER TOP CHORO 2X5SPF-S1650F r.sE BOT CHORD 2 X 4 SPF-S 21 00F 1 .8E WEBS 2 X 4WW Slud'Excepf w52X4SPF-S21mF 1.8E WEDGE Lefl:2X4WWStud REACTIONS (b/size) A=2498y0"S, G=24g8/M€chanical ]!tax l-b.z A=4{X(oad cas6 4) l,lax UplinA---273(oad case 5), G=-317(load case 5) BRACING TOP CHORO Sheathed or +5-14 oc pudins, except erd verticals. BOT CHORD Rigid ceiling dhectly applied or 9i6 oc bracing. WEBS 2x4 T-Brace C-H, E-G Fasten T and I brac6 lo narro$, edge of web wilh 1(H common wire nails 8in o,c., wilh 3in minimum end distance. Brace must co\rer 90% ot tt eb lenglh. FORCES 0b) - Fi6t Load Case Ont TOP CHoRD &B=-492s. &C=-4129. C-D=-2307, DE=-22%, E-F=-144, F€='229 BOT CHORD A.K=4352, J-K=4352, J-L=3173, l-L=3173, H-l=3173, H-M=1195, G-tlFl195 WEBS &J=-972. C-J=936, C-H=-1633, D-H=5s0, E-H'1040, E'G=-2466 NOTES 1) This lruss has been check€d tor unbalanced loading conditions 2i This lruss has been designed for the wind loads generat€d by 85 mph winds at 25 fl abov€ ground lewl, using 5.0 psf top chord dead load and 5.0 psf bottom chord desd load, 100 mi imm hurricane oceanline, on an occupanoy category ll, condiion I enolosed building, of dimsnsions iOO ff by lm fi with exposure C ASCE 7-93 per UBC'ANSI9S lf snd votticsls or cantilsvors 6xisl,lh€y 8re expos€d to wind. lf porches exist, they ar€ not exposed lo wind. Th€ lumber OOL increase is 1.33, and ths plato grip increase isJ.33 3) This truss has been design€d for a 1O.O psf bottom chod liw loed nonconourrent with any other liva loads Per Tabl€ No. 16'8, UBC'94. 4) Refer to girde(s) for truss to lruss connections. Si proviae mectranlcal connection (by others) of lrusa to bearing plato capable ot wilhstanding 273 lb uplifi at ioint A and 317 lb uplin at ioint G. 6) This truss has been designed with ANSI/TPI 1-1995 criteria. i Load case(s) 8,9, 10, 11,12, 13, 14 has been modilisd. Building dosignar must review loadsto veriry thal lh€y are correcl tor th€ interded use ol lhis tuss. 8) This truss has been designed for a moving concantrated load of zso.Olb liv€ snd lm.olb d€ad located at all mid panels and at all panel points along the Bottom Chord, nmconcunent vr,ith any other liw loads. LOAD CASE(S) Stardard Excopt: 1st Sprinkler LGd: Lumbor Increas6=1,25, PlaiE Incleese=1.25 Unilorm Loads (pl0 Verl: A4=-20.0. A"D=-30.0. D-F=-30.0 Concsntrated Loads (lb) VoIt: K=-350.0 9) 2nd sDrinkler Load: Lumber Increasa=1.25, Plate Incr€as€='l.25 1s 13 LOAD CASEISI Unform LoeG (plt verr: A€:200, &,&€0.0, D,F..30.0 Concentlel€d Loads 0b) vErr L3€50.0 l0) 3.d SFintlor Load: Lumber Increesa-i.25. Pha krcreasel.25 Unibm Loods (plD Vert AG-20.0, AD-- .0, tlF=-30.0 Concanlralsd LoaG 0b) Vert i,ts-a50.0 11) 4th Sprinkbr Loed: Lumber Increas€=i.25, Plate Increase= t .25 Unitorm Loeds (plD VErt A€=-20.0, A-F-30.0, SF -30.0 Coocentreled Loads (lb) Vsrt: A=-350.0 12) 5th Sprinklor Load: Lumber Incr€ase= 1.25, Plate Increas€=l.2s Unifom Lo6ds GID V€rt: A-c=-20.0, A-D=-30.0. D.F=-3O.0 Concentralod Loeds (lb) V6n: J=€50.O 13) 6lh SpdnHsr L@d: Lumber Inamass8125, Plate Incroas€=l.25 UniJom Lmd6 (plD V6d: A€:20.0. A-tF.:xr.o, DF=-A1.0 Concantraled Loads 0b) Vsd: H=€5O-0 14) 7h Spdnlder L@d: Lumber Incrsas€=i.25, Plels Incr6ase=1.25 Unitom Loads (plD Ved: A.G:20.0, AFD--$.o, }'F=-30.0 Concentraled Loads 0b) V€rt: G=350.0 ( Truss TYD€ .rurft*. SPACING 2.GO Plalea Incr€ase 1.00 Lumbqlncr€sse 1.0O Rep Stress Incr YES Code UBC/ANS|95 DEFL in (bc) Udefl Ved(LL) 423 H-l >999 VedOL) -O.44 H-l >652 FlozOL) 0.09 F nla lst LC LL Min Ydefl = 240 PLATES GRIP Mlt20 169/'123 W€ighl: 115 lb LUMBER TOP CHORD 2 X 5 SPF-S 1650F 1.5E BOT CHORD 2 X 4 SPF-S 2tmF 1.8EWEBS 2 X 4 WW Stud Txceol' w3 2 X 4 SPF-S 2100F 1.8E. W5 2 X 4 SPF-S 2100F 1.8E w42X4SPF-S2100F1.8E WEDGE Len:2X4WWStud REACTIO S (b,/siz€) A=2498/G5-8, F=24g8^/bchanical l'rax Hon A=366(load cas€ 4) i/tax UpliflA=-273(losd case O, F=-31?(loed case 5) BRACING TOP CHORD Sheathed or 35-8 oc pudins, excepl end vertbals. BOT CHORD Rigid ceiling direciv applied or g.+8 oc bracing.WEBS 2x4 T-Brac€ BH, C-G Fasten T and I braces to narow edoe of w?b with 10d common wire nails 8in o.c., wilh 3in minimum end dislance. Brace must cov€r 90% ofr/eb length. FORCES (b) - First Load Case Only TOP CHoRD A-B=-4985, A4=-3{X4, G'D=-l&n, DE=-2171, E-F=-243o BOT CHORD A-J'4411, lJ=,{411, l-K:r1411, t|-K=441'l , H-L=2567, G-L'2567, c-1,F81, F-tts8lWEAS &ts161. &H:1976, C-H=792, C€--1220, D-c=-141, E€=2116 NOTES 1) This truss has been checked lor unbalanced losding conditions. 4 This lruss has b€sn designed for tha wind loads gen€tat6d by 8{i mph winds al 25 fi above ground lsvel, using 5.0 psl top chord dead bad and 5.0 pst botlom chord d€ad load, 100 mifrom hurricane oceanline, on an occupancf catsgory ll, condition | onclosed building, of dimensions 1m ff by 100 ff with exposure C ASCE 7-93 per UBC/ANS|95 lf end verticals or cantilavers sxist, they are elposed lo wind. lf porches odst, thsy are nol eposed lo wind. Th6 lumber DOL increase is 1.33, and lhe plate grip increase is 1,33 3) Provide adequato drainag€ to prevenl waler ponding. 4) This truss has bson designed for a 10.0 psf bottom chord livs load nonconcurrent wilh any other live losds per Table No. 16-8, UBC-94. 5) Raf6r lo gird6r(s) tor lrusa lo lruss @nneclions. 6) Provide mechanical conneclion (by olhers) o{ truss to bearing plate capable of withstanding 273 lb uplifl at ioint A and 317 lb uplift at Finl F. 7) This truss has beon dssign€d wilh ANSI/TPI 1-1995 criloria. 8) Load cas€(s) 8,9, 10, 11,12, 13, 14, 15, 16 has been modifted. Building designe. must r€view loads lo verily that they are correct for the inlended uso of lhis lruss. 9) This lruss has b€en d€signed for a moving concentrat€d bad ol250.0lb livs and 100.01b daad located el all mid panels and al all penal points along lhe Boltom Chord, nonooncunenl with any olher liw losds. CASE{S} Stsndard Except: 1st Sprinkler Loed: Lumber Increasrl.25, Plate lncrease=l25 Unifo]m Losds (plf) Vert A-C=-30.0, c'O+30.0, O-E=-30.0, A-F=-20.0 Concer rated Loads 0b) Vert J:350.0 F !-$14 t r4-co t r&&o t 2+2-0 2afa 6-&14 7&2 I "l s.oo F 3fr // B 7S= D 6x10 = HLGM 5x8 = 4\12 - 4-&0 $6{ G1€ r 36 tl l_li l.d I 1.5x4 ll , 6$14 , 1/L0-0 , 1&&0 | 2+24 211U8 2+24 ..rr]rr. s S€p LOAD CASE{SI 9) 2nd SprinHer Lcd: Lumbor Increass=l.25, plats Incroase=l.20 Unifom Loads (plD V6 : A-C=-30.0, C-D=€o.0, D.E=-30.0. A-F--20.0 Conco]ttraled Loads (lb) Vort K=-350.0 10) 3rd Sprinhor Load: Lumber Increasell.25, plats lncae$=1.2S Unilorm Loads (plD Vert: A-G-30.0, C-F-30.0, D'E=€0.0. A-F=-20.0 Concantraled Losds (lb) Vort: L=-350.0 11) 4th Sprinklsf Load: Lumber IncreasFl.25. plate lncrme=l.25 Unifom L@ds (plD ven: A€=€0.0, c-ocno.o, D.E=-30.0. A-F=_20.0 Concernlsted Loads (lb) Verl: tJts-350.0 12) slh Sp,inld€r Load: Lumber Incr€as€cl ,25, plale lncroase=,l.2S Uniform Loads (plD Verl: A+-3O.0, C-De-30.0, D-E=-30.0. A-F=-20.0 ConcEnlrel6d Loads (lb) Vert: A:-350.0 13) 6th Sprinkler Load: Lumber Incroas€=1.25, plate Incr6ase=1.25 Unifom Loads (pf) ven; A-c=-3).0, c.F-30.0, DE=-30.0. A-F=-20.0 Concentraled Loads 0b) Vort:l=-350.0 14) 7th Sprinkl€. Load: Lumber lncrease=1.25, Plate Increase=1.25 Uniform losds (plf) Vert: A€=J0.0, C-F-30.0, E!E=-3O.o, A.F+20.0 Concanlrsl6d L@ds (lb) Vert: H=-350.0 15) 8th Sprinkl€r Load: Lumbgr Increas6=1.25, plate Incr3ese=i.2S Unifom Loeds (plD V6d: A.C=-30.0, GD=-3O.0, D.E=-3O.0. A-F=-20.0 Concar relad Loads (b) Vort: c:39).0 16) gth SprinHor Loed: Lumbar Incraas€=l.25, plale Inqeass=1.25 Uniform Loads (plD Vert: A-C=-3O.0, GF-m.o, CrE=-3O.o, AF=-20.0 Cmcentrat€d tmds 0b) Varl: F=-350.0 ,rr"Q*. Plates lncrease 1.OO Lumb€r Increasa 1.(X) RsD Stress lncr YES Code UBC/ANS|95 DEFL in 0oc) UdenVed(tl) 4.25 J-L >999 VertCIL) {1.,15 J-L >621 HozCIL) o.(B I nla 1st LC LL Min l/defl = 240 PLATES GRIPMff20 169t123 Weight: 118lb LUMBER BRACING TOP CHORD 2 X 6 SPF-S 165OF 1.5E TOP CHORD Sh€athed or 3-7.9 oc pudins, €xcept and verticals. BOT CHORD 2X4SPF€2100F1.88 BOTCHORO Rigid ceiling directly applied or 1GGO oc bmcing, Except:WEBS 2 X 4 WW Stud'Excepl' &G0 oc bracing: t-J. W4 2 X 4 SPF-S 2100F 1.8E WEBS 2x4 t-Brace Hl 2x4 T-Brace C-L. F-J Faslen T and I braces lo narrow edge of v'reb with 10d common wire nails 8in o.c., with 3in minimum €nd dislance. Brace must cover g0% of web length. REACTfONS (lb/size) B=317A0-5-A, E24S4 ibchanical Niax Hoz B=42 1 (l@d case 4) Max UpliftB=-505(load case 5), l=-299(load case 5) FORCES (b) - First L@d Case Only TOP CHORD AB=209, B-C=.{s87, C-O=-trB2, SE=-3'137, E-F=-2898, F-G=-'1487, c-H=-1711,t+t=-24X3 BOT CHORD &N=3927, M-N=3927, tvto:3927, L-O=3927, R+=2483,K-p=2483, J-p=24€l:|, J-O=18, tQ=18WEBS C{l=60. C-L=-l144, E-1E153, F-L=655, FJ=-1578, c-J=-217, HJ=2153 t'toTEs 1) This lruss has been checked tor unbslanced loading conditions. 2) This lruss hss been design€d for lhe wind loads goneralod by 65 mph winds at 25 tt ebove ground lewl, using 5.0 psf lop chord dead load and 5.0 psf boltom chord dead load. 10O mi trom hurricane oceanline, on an occupancy calegory ll, condition I enclo€€d building, of dimensions 100 fl by 'l00ll with €tecuro C ASCE 7-93 per UBC/ANS|95 lf end verlicals or canlilevars exbt, they are oxpGed lo wind. lf porches exisl, they ar8 not 6xpo6ad to wind. The lumber DOL increase ls 1.:lil, and the plate grip incr€ass is 1.33 3) Provide adoquale drainago to prevenl vrater ponding. 4) This truss has b€en designed for a 10.0 p6f bottom chord livo load nonconcunent with any oth€r live loads p€r Tabl6 No. lGB, UBC-94. 5) Refer to girder(s) for lruss to truss conn€dions. 6) Pto,/ide mechanical connection (by olhers) of truss lo bearing plate capable ofwiihstanding 5{t5 lb uplift el ioint B and 299lb uplin atjoir l. 4 This truss hes been d€sign€d with ANSI/TPI 1-1995 criteria. 8) Load cas6(s) 8,9, 10,11,12,13, 14, 15, 16 has b€€n modm€d. Building dosigner must review loads to wriry that they are conect for lhe ir ended use of lhis truss. 9) This truss has bs8n designsd for a mo',/ing concsntraled load of 250.01b liv€ and 100.01b dead located at all mid panels and at all panel points along lhe Bottom Chord, nonconcurrent wilh any olher live loads. CASE(S) Standard Except: 8) lsl Sprinkler Losd: Lumber Increase-1.25, Plate Incr€asa=1.25 Unitorm Loads (plD Vert: A-E=30.0. E-G=-30.0. G+F-30.0. &l=-20.0 Inc., Ne$,sSepl , -}G0 , 6-114 , 12-0-0 , 16-4-0 , 20-&0 , 24-2-0 24,34 10-0 6-3-14 $&2 5.oo F 4xE /.. 4-44 4-4-0 3.6-0 o-1-8 Scal€:3il16-= 7x8 \\ H3A /z 9 QI 3x4 r,, ___ J 6-3-14 ' 12.0-0 ' 2G&0 , 24-2-0 2tl8 3..0-0 2+24 7rt-3x6 = F 7x8 = \, 5x10 = LKP 3x8 = 3x6 = I TI l- l.ll'i lr.,t?l l"lll s Sep LOAD CASE(S) Cooconlrsted Loqds (lb) Vert I'l=-350.0 2nd SDdnkler Load: Lumber Increase=1.25, Plat€ Incrsase= 1.25 Uniform L@ds (plD V€rt A-E -30.0, E-G=-30.0, G-H=-30.0. B-l=-20.0 Cqcanlraied Loads (lb) Verl: 0=€50.0 10) 3d Spdnkler Losd: Lumber lncrease=l.25, Phte Incr€ase= 1.25 Uniform Loads Gll) Ven: A.E=€o.0. EG=-30.0. G-H=-30.0. B-l=-20.0 Concenlraled Losds (lb) Vert F-350.0 11),lth Sprinkler Load: Lumber IncreasE= 1.25, Plate Increasaql.2s Unitofln Loads (pll) V6 : AE=-g).o, E-G=-30.0, G-fts3o.o, B-l=m.o Conc€nlral€d Loads (lb) Ved: O=€50.0 12) sth Sprinkler Load: Lumber Increas€=1.25, Plate Increase=l.25 Unifom Loads (plf) Vert: A€:3O.0, E-G=-3O.0, G-l-l=-30.0, &l=-20.0 Conconlraled Loads (lb) Vert: 8=-350.0 13) dh Sprinlder Loed: Lumbsr Increase=l,25, Plale Increase€l.25 U.ftorm Loads (plf) Vert: A{=€0.0. E-G=-30.0. G-H=-30.0, 8J=-20.0 Concenlraled Loads (lb) Vert: M.-350.0 14) 7th Sprinlder Load: Lumbet Increase=1.25, Plate lncrease=l.25 Uniform Loads Glt) Ven: A"E=-30.0. E-G=-30.0. G-H=-3O.0, &l=-20.0 Concentrated Loads (lb) Verl: L=-35(1.0 15) 8th SpdnHer Losd: Lumber Incr€ase=l.25, Plate Increase=1.25 Unilorm Loads (plf) Vert: A-E=-30.0, E-G=-30.0, G-Hr-30.0, B-l=-20.0 Concentrated Loads (lb) Ven: J=350.O lE gth Spdnlder L@d: Lumb€r lncGass=1,25, Plate Increaso=l.25 Unifom L@ds (plD Ved: A-E=-30.0, E-G=-3O.0, G-l{=-3O.0, B-l=-20.0 Concor{rat€d Loads (lb) Ved: l=-350.0 Job 8079 Tnlss Truss TvDe ..rrG,* oly 1 Ply I (oDlional) I 2+3-a , 10-04 , lG44 , 22-&0 2+2{, ) 231 G1-8 7x8 = 4x1o = zra ]tt = s.oolrT D E F . 2x4 _\ __..-,8_d Ll*1 " -Z\ll/ il \lll/ll Fl*la llt rK J o rPH *8 = 4xG = 1.5x4 ll 7x,O =aro ,, 3-G0 24-24 Plale Offsets fi.1-11,0-G2l LOADING O6DTCLL 80.0TCDL 15.0 Hbi ,33 SPACING 2-GO Plales lncrease 1.0O Lumber Increase 1.m Rep Stress lncr YESCode UBC/ANS|95 cslTC 0.90BC 0.81wB 0.53 (Maltix) DEFL in (loc) l/dofl Vert(LL) {35 &L >811 VerlOL) -0.66 &L >436 ttoz(tl) 0.10 H ry'a lsl LC LL Min Udefl = 240 PUITES GRIP M 20 169/123 Weighl: l l9 lb LUMBER TOP CHORD 2 X 6 SPF.S 1650F 1.5E BOT CHORD 2 X 4 SPF-S 2100F 1.8E WEBS 2X4\ryWStud'EreDt' BRACING TOP CHORD Sheathed or &5.8 oc purlins, excepl €nd verlicals. BOT CHORD Rigid cailing directly applied or 10-04 oc bracing, Excepl: w2 2 X 4 SPF-S 2100F 1.8E, W2 2 X 4 SPF-S 2100F 1.8E WEBS w5 2 X 4 SPF-S 2100F '1.8E, W4 2 X 4 SPF€ 2100F 1.8E REACTIONS (lb/size) 8=31 72lG5-8, H=24s4inibchanical lvlax Horz B=389(load case 4) Max UpliflB=-505(load case 5) , H=-299(load case 5) FORCES 0b) - First Load Case Only ToP CHORD A-B=209, B-C=-4569, C-D=-3731, D-E=-3355, E-F=-901, F-G=-924, G+l=-2415 BoT CHORD B*l=3911, L{vl=3911, L-N=309, K-N=3092, J-K=3092, Jo=3092, l-O=3092, l-P=38, H-F38 WEBS C-L=€15, D-L=217, E-L=320, E-J=118, E-l=-2671, F-l=6'17, G]=2365 NOTES 1) This truss has been ch€ckgd for unbalanced loading conditions. 2) This truss has been dssigned for the wind loads generated by 85 mph winds at 25 i above ground level, using 5.0 psf top chord dead load and 5.0 p6f bottom chord dead load, 10O mi from hurrican€ oceanline, on an occupancf calegory ll, condition | onclosed building, of dimensions 100 ft by 100 ft with exposure C ASCE 7-93 per UBC/ANS|95 It ond verticals or canlilevers exisl, lhey are exposed to wind. lf porches exisl, they are not exposed to wind. Th€ lumber DOL increase is l .Sl, and lhs plst6 grip increase is l .33 3) Provide adequale drsinsgs lo prewnt water ponding. 4) This |russ has been designed for a 10.0 psf bottom chord live load nonconcurr€nl with any olher live loads per Teblo No. 16-8, UBC-94. 5) R6fer to gird6(s) for lruss lo lruss conneclions. 6) Provide mechanicel connoclion (by olhers) ol lruss lo bearing plate capebl€ ofwithstanding 505 lb uplifl at joinl B end 299lb upliff at Fint H. 7) Thb lruss has b€an designed with ANSUTPI l-1995 crileria. 8) L@d cas€(s) 8,9, 10, 11,12,13, 14, 15,16 has boen modified. Building dGignor musl revbv,loads lo wrify lhat lhBy are correcl for lhe interded use of lhis truss. 9) This truss has been designed for a moving concantretsd load ot 25{).01b live and 100.01b doad localed at all mid panals and al all panal poinls ahng tho Bottom Chord, nonconcun€nt wilh any othsr live loads, I LoAD CASE(S) Stsndard E)(cept: 8) 1sl Sprinhor Load: Lumber Inc,ease=l.25, Plale Incrsase=l.25 Unilorm Loads (plf) Vert: A-D=-30.0, DF=-30.0, F-G:-30.0, B-H=-20.0 Concantraled Loads (lb) Vert: 1v1=-350.0 Conlinued on Daoe 2 fl)-o oc bracing: H-1. 2x4 T-Brac€ EJ Faslen T and I braces to nero!', edg6 of r€b wilh 10d common wire nails 8in o.c.. wiih 3in minimum end dislance. Brac6 musl cover goto of $rsb length. LOAD CASqSI 2nd Sprinkl€r l@d: Lumb€r Increase.l 25, Plate Incroasa=1 ,25 Unitom Loe& (plD V6rt A"F€O.o, [}F=-q!.o. F.G=30.0. B-H=-20.0 Concentraled Loeds (lb) Veri: N=-350.0 10) 3rd Sprinkler Load: Lumb€r Increase=1.25, Plale Increase=i.25 Uniform Loads (plD V€rt: A-F-$.o. DF=-30.0, F4=-30.0, B-Fl=-20.0 Concentralad Loads (lb) Ven: Oc€50.0 1'l) 4th Sprinkbr Load: Lumber lncreass=1.25, Plale IncrEas€=1.25 Unifo.m Lmds (plD Vert: A-F30.0. o.F:-3O.0. F€=i0.0. B-H=-20.0 Conc€nlretad Loeds (lb) Vori: P=-35O.0 12) slh Sprinklsf Load: Lumb€r Incr6e6€=1.25, Phte Increasall.2s Uniform Loads (plo Vert: A-O=-30.0, D'F=-3O.0. F-G=-3O.0, B-H=-20.0 Concantrated Loads 0b) Vorl: 8=-35O.O 13) 6th Sprinkler L@d: Lumber Increaso=1.25, Plate IncraasFl25 Unitom Loads (dD Verl: A-D--30.0, DF=-30.0. F-G=-3O.0. 8-H=-m.0 Conoontreted Loads (lb) V6rl: L.-350.0 14) 7lh Spdnkler Lcd: Lumb€, lncreas€='1.25, Plate Increasa=1.25 Unifolm Loads (plD vart: AAoc-30.0, D.F=_3o.0, F-G=-3).o, &.H=-20.0 Concentrated Loads 0b) Vod: J=-350.0 1 O 8th Sprink er L@d: Lumb€r Incraas€-l .25, Plate Increas€=l .25 Unitorm Lo6d8 (plt) V6.l: A,&-3O.0, DF=€O.o, F-c=-30.0, &Fl.-20.0 Concent|al€d Loads (lb) Verl: l=-3fl1.0 16) gth Spdnkl€t Losd: Lumber Incraas€ql.25. Plale Increasa=l.25 Uniform l-oeds (plO Vort: A-D=€0.0, t}'F=€o.0, F€=-3O.0, &H=-20.0 Concenlretod LGds (lb) Verl: ll=-350.0 ( o Job 8079 T russ G8 :;;'n,,.otv 1 Ply 2 t (oDlionao rusfsb hrc., Ne$/ Castls, CO, 81647 s S6p . -3+O 8-0-0 , 12-1-6 , 161-0 , 2GG10 , 24-24 2+/A !3-(U) 8-0-0 4.1-6 3-11-10 3x4 = 4x5 = 2x4 ll +1-6 G14 Scale: 31 3-'t t-10 6x8 = s.oo I lt DEFGH ) '- q- "!T.NpMLKoJRr l. t? l- 2x4 ll 5xg = 5x8 = 6x1O =10110 = , 8-1-12 , '12-1-6 , 16-1-0 , 2GO-10 , 24-2-0 2413-8 3-O.0 Plate Offsels (X.\1: lB:0+1.GG21. tC:O .4.G3-81. M:O,4-0.(Hl LoADING (psf) TCLL 80.0TCDL 15.0Fll ,B:B SPACING 2-0-0 Plales lncreaso l.m Lumber lncr€ase 1.m Rep stress Incr NOCode UBC/ANS|95 cslTC 0.55BC 0.82wB 0.58 (Matrix) DEFL in (loc) Ved(LL) 4.25 tU-N VedCIL) -O.Sl lelN HozCrL) o.Os I lst LC LL Min l/defl = 240 Udefl >999 >871 nla PLATES GRIPMt20 169t123 Weighl: 256 lb LUMBER BRACI'{G TOP CI|ORD 2X6SPF-S 165OF 1.5E TOP CHORD Sheathed org}2 oc purlins, excepl end vedicals. BOT CHORD 2X6SPFS 165OF 1.5E BOT CHORD Rigid oeiling direc{ly appliod or 1G0-O oc braciog. WEBS 2X4VvWStud'Excepl' w3 2 X 4 SPF-S 2'100F'1.8E, W3 2 X 4 SPF.S 21 00F 1.8E REACTIONS ob/size) B=5996/Gt8, l=61o2iLt€chanical lvhx Horz F387(oad case 4) Max UpliftB=-gl90oad case 4), l=-879(load case 4) FORCES (|b) - First Load Case Only ToP C|IORD A-B=222, B4=-11314, c-D=-11015, D-E=-9757, E-F=-97s7, F-G=-9757, G-H=6095, H-l=-s331 BOT CIIORO &O€1m84, NO=10084, N-F10124, i+E10124, L-lliF1101,l, K-L=l1014, K-A=6095, J-O=m95, J-R=187, l-R=l87 WEBS C-l'l=$a. Dl'/F953, F-K=-.|84, G-J=-3371, C{vF1152, DK-'1653, G-K4417, H-J=7771 NOTES 1) This lruss has been design€d for the v{ind l@ds generated by 85 mph winds at 25 fl above ground lewl, using 5.0 psf lop chold dead lo€d and 5.0 psl bottom chord dead toad, 1(X) mi from hurricane oceanline, on an o@upancy calGgory ll, condition I enclo€sd building, of dimensbns 10O n by 100 ft with exposure C ASCE 7-93 per UBC/ANS|95 lf end vedicals or canlil€\,ers exist, lh€y are e,\po6ed lo wind. lf porches g)dst, they ar€ not expos€d lo wind. The lumb€r DOL increass is 1.33, and tho plate grip incr€ase is 1.33 2) Provide adequate drainag€ lo prewni water ponding. 3) This ttuss has been designed for a 10,0 p6f bottom chord live load non@ncuront with any oiher livo loads per Table No. 1SB, UBG94. 4) Refer to girdor(s) lor lruss lo truss connoctions. 5) Provido mochanical conneclion Oy othars) of lruss to boadng plate capable of withstanding 919 lb lplitl at joinl B and 879 lb uplifl al jctnt l. 6) This truss has been dGigned wilh ANSI/TPI 1-1995 crileria. 7) Load case(s) 5, 7, 8, 9, 10, 11, 12,13,'14,15,16 has been modified. Building designer must revi6r,',,loads lo veriry that lhey ar6 correcl for the intend€d use ofthis lruss. 8) This truss has been design€d lor a mo/ing concentrated load ol250.01b liw and 100.01b dead localod at all mid penels and al all panel pdnts along the Bottom Chotd, nonconcurrent wilh any other live loads. 9) Special connection required to distribule top chord loads oqually betwsen all plies. 10) 2-ply lruss lo be connocled tog€ther with 0.131'13" Nails as follows: Top chords connected as follows: 2 X 5 - 2 ro,{s at O-4-0 oc. Boltom chords connecied as lollo,lrs: 2 X 6 - 2 rov\6 at O90 oc. \ Webs connoc-t€d as follows: 2 X 4 - 1 ror,v al Gg-O oc. ftl Speciat trangerls) or conneclion(s) requirod lo support concenlrated load(s) 1&l6.7lb do/vn and 726.21b up at 8-${t on toP chord.- Design for unspecilied connection(s) is d€legated to lhe building dosigner. LOAD CASE(SI Standard Ercepl: 1) R€gular: Lumber Incleas€€1.00, Phts Increase=1,00 Conlinued on Dsoe 2 I tuss Type xer-roA5pp LOAD CASE(S) Standard Excopt: Uni{orm Loads (plD v6rt: B-t'l=_47.7, t-N=405.9, A€!,.190.0, c:H=_96.0 Concenlrated Loads 0b) Vert: C'-1546.7 6) 1Bl Splinklor Losd: Lumber Increass=1.25. Plate tncreas6cl.25 Unifo(m Losds (plO V€ : &l.l=-47.7, l-fts-iO4.3, A-C=-30.0. GH:15.0 ConcenHod Lo.ds 0b) Vert; C--26O.0 O-€g).0 4 2nd Sprinkler Loed: Lumbsr Increase= l ,25i Plale Increase=1 .2S Uniform Loads (plD Vert &l+-47.7, l-N=-l04.3. A€e-30.0. C-H=-iS.0 Concenlrated Losds 0b) Verl: e-260.0 P=-350.0 8) 3rd Sprink er Lo€d: Lumb€r Increese=1.25, Plate Incrsasa:,|.25 Unifotm Loads @lf) V€d: &N={7.7, l+l=-104.3,A€=-3O.0, C-H:,15.0 Concontrated Lo€ds 0b) Vert: L=€50.0 C=-260.0 9) 4th Sprinkler L@d: Lumb€a Increase=1.25, Plale Increase=1.25 Unitorm Loads (plO Verl: BN=-47.7, l-N:'104.3, 4€=-30.0. C-H=-i5.0 Concenlrated Loads (lb) Ved: e-2m.0 Q=-350.0 10) slh Sprinkl€r Load: Lumb€r Increase=1.25. Plate Incr€ase=l.2S Uniform Loads (pll) ved: B-N=-47.7, t-N=-l04.3, A-C=-30.0. GH=-15.0 Co|lcenlraled L€ds (lb) Ved: e-25O.0 R=€50.0 11) 6th Sprinkler Load: Lumb€r Increass-l.25. Plate Increass= 1.25 Unifom Loads (pl[ Vs : &N=-47.?, ll,l'-lu.3, A-C.€0.0. GH--15.0 Conc€ntraled Loads 0b)Ve : BE-35{1.0 C*260.O 14 nh SprinHer L@d: Lumber Incrsase=1.25, Plele Incr8ase=1.25 Uniform Loads (plD ved: &l{=-47.7, t-N=n04.3, ACE-30.0, C-t-F-l5.0 Concentraled Loqds 0b) vert c=.2m.0 N:350.0 8lh Sprinklor Load: Lumber Increase= 1.25, Plate Increasa=l.Zs Uniform Loads (plD Vert: B-N=-47.7, l+.lc-i04.3. A-C=-30.0. C-H=-15.0 Conoont atod t-€ds 0b) Verl: C=26O.0 [/F-350.0 14) gth Sprinlder Load: Lumber Incaease=l.25, Plale Incr6ase=.1.25 Uniform Loads (plo Verl: &N=-47.7, l-N=-'104.3, A€=-30.0, C-H=.15.0 Concenlral€d Loads (lb) V€d: C=-260.0 K=-350.0 15) 10th SprioHer !oad: Lumber Incraase=1.25, Ptate Incrsase=1.2S Unilorm Loads (plf) V€rl: &N=-47.7, l-N:-104.3, A-C=€0.0. C-H=-15.0 Concentlated Loeds (lb) Vorl: C=-26O.0 J=-350.0 16) 11lh Sprinkler Load: Lumber Increas€=1.25, Plate Increaso=i.2S Unifom LoadG (plf) ve : 8_N--47_7, t_N--104.3, A€-_30.0. GH=_15.0 Concer rated Lo6ds 0b) V6d: Cr-260.0 l=-350.0 Tru$ TvD€ JACKO Plsles Incrsasa 1,00 Lumberlncrees€ 1,00 Rsp Slress Incr YESCod€ UBC/ANSPs DEFL in (loc) l/defl Verl(LL) -0.13 &E >715 Verl(TL) O.32 NB >124 Hoz(IL) 0.0O E da lst LC LL Min Udefl = 240 PLATES GRIP M 20 169/t23 Weight: 43 lb TOP CHORD 2 X 6 SPF€ 1650F I.5E BOT CHORD 2 X 6 SPF.S I65OF I.5E WEBS 2X4SPF-S2l00F|.8E'ExcsDt' W22X4VVWStud REACTIONS ob/size) B=156&|GS, E=664[ritachanical L/hx l-lorz B=3420oad case 4) Max UpliftB=-31o(load casa 4), E=-g4(load case 4) FORCES (b) - Firsl Load Case Only ToP cHoRD A-B€222,e+-812, c-O=102, BE=-334 BOT CHORD B-F=503, E-F=503 BRACING TOP CIIORD Sheathed or 5-Go oc purlins. erc€pt end verticals. BOT CHORD Rigid ceiling direclly applied or 1(XX) oc bracing. WEBS NOTES C-E=-563 1) This lruss hes b66n designed for lhe wind loads generated by 85 mph winds at 25 ft above ground level, using 5.0 psf top chord dead load and 5.0 psf bottom chord dead load, 100 mi from hurricane oceanline, on an occupancy calsgory ll, condition I enclosed building, of dimensions 100 fl by 100 fl with exposure C ASCE 7-93 per UBC/ANS|95 It end verticals or cantiler/ers exisl, lh€y are 6xposed to wind. lf Porch6 exisl,lhey are nol e)(po6ed lo wind. The lumber DOL increase is 1.S1, and the plate grip increase is 1.33 2) This lruss has b€an designed for a 10.0 psf bottom chord live load nonconcurent with any other live loeds per Tabls No. 1AB, UBC-94. 3) Refer to girde(s) for lruss lo lruss conn€clioos. 4) Provido mechsnical connec,tion (by olhers) of truss to bearing plate capoble of vdthstanding 310 lb upliff at ioint B and 94 lb uplii atjoint g iiris lruss las Ueen dcignsd with ANSUTPI l-1995 criteria. 6) Load case(s) 6,7,8 has been modifigd. Building designer musl r€vie$,loads lo verity that they ara correct tor the intended uso oflhis Itl1618. 4 This lruss has b€en designsd for a moving corEenlrated load of 250.01b liw and 1 00.01b desd tocated al ell mid pan€ls and at atl panel poir s along ths Boltom Chord, nonconcunent wilh any other liye loads. LOAD CASE(S) Slandard E)rcept: 6) 1st Sprinkler Load: Lumbor Increase=l.25, Plate Increase=l.25 Unitorm Loads (plD Verl: BE.-20.0, A-F-30.0 Concenlraled Loeds (lb) Vert F=-350.0 2nd Sprinkler Lmd: Lumber Increass-1.25, Plet€ Increase=1.25 Uniform L@ds (pf) Vert: &EE-20.0. A-D:-3O.0 Concsnlrated Loads (lb) Ven: 8=-350.0 8) 3rd Sprinkler Loed: Lumber InDrease=1.25. Plets Increas€:1.25 ( Trusfab Inc.,4.20'l SRI s Seo , -3{Xl , ,l-&5 , 8-G.0 '!G0 4-O.5 3-5-11 Scal6 = 1:31 2x4 ll D Scele = 1:37 5.oo F J 1Ox10 -3{8 LOADING (pst)TCLL 8{t.0TCOL 15.0 Plates Increase 1.0O Lumber Increase 1.00 Rep Stress Incr NO Code UBC/ANS|95 DEFL in (loc) Ud€tl Vsrl(LL) -0.15 J >999 VerlOL) -0.20 J >999 HozCfL) 0.05 c ry'a 1sl LC LL Min l/detl = 240 PLATES GRIP M 20 169/123 Weight: 4:13 lb LUMBER TOP C|"TORD 2 X 6 SPF-S 165{lF 1.5E BOT CHORO 2 X 8 SPF-S 1950F 1.5FWEBS 2 X 4 WW Stud 'Exceot. w52 X I SPF-S 19s0F 1.5E. VV2 2 X 8 SPF-S 1950F 1.5E w7 2 X 4 SPF-S 21 00F ,t .8E REACTIONS (Usize) c=15303 rechanicat, B=1 1 I3/UGS-8 Ma)( Hotz B=3480oed case 4) Max Uplnc=-1947(l@d cas€ 4), B=-1587(load caso 4) BRACING TOP CHORD Shealhed or &O{ oc pudins, o(cept efld verticals. BOT CHORD Rigid ceiling directty applied or 1Go-O oc bracing. FORCES (lb) - First Load Csse Onty TOP CHoRD A-W33, 84=-23327, C-D=-22792, O-E=-1566'2. E-F=-15662. F4=-12777 BOT CHORD B-L=21182,K-L=211E2, Ktlr=2't182, J-tG21182, J-N=20997, t-N=20997, H-t=20997, H-e48,t. c-O=.t81WEAS C-K=153. C-J=-210, D-J=97.16, D-H=-6679, E-H=-1662, F-H=19241 NOTES 1) This lruss has been ch€ck€d for unbalanced loading conditions. 2) This lruss hes been designed for tho wind loads generat€d by 85 mph winds al25 fl abo\€ ground level, using 5.0 ps, top chord doad lmd and 5.0 psl bottom chord dead load, 1oO mifrom hurricene oceanline, on an occupancy category ll, conditioo i enclosed building, of dimensions 100 ff by 1m fi with exposure C ASCE 7-93 per UBC/ANS|9S lf end wrticals or canlileves €xi6l. thev are exDossd to wind. lI porches sxist, lhey ar€ not exposed lo wind. The lumb€r DOL increasg is 1.33, and the plste gdp incrsas€ is i.33 3) Provide ad€quale drainage to prevent vvater ponding. 4) This lruss-has been designod fot a 10.0 psl bottom chord liv6 load nonconcurrent with any other livo l@ds p€r Tabte No. 1&8, UBG94. 5) Refer lo girder(s) for lruss to lruss connections. 6) Provide mechanical conneclion (by oth€rs) of truss lo bearing plate capable ofwithslBnding 1947 lb upliff et jcint c and 1587 lb uplifl etjoinl B. 4 This truss has been dssigned with ANSyTPI 1-1995 criteda. 8) Load case(s) E, S, 10, 11, 12, 13,14, 15, 16 has been modilied. Euilding designer musl review loads to verify thst they are co{rect for lho intended use otthis truss. 9) This lruss hes been designed for a moving concenlraled load of 25O.Olb liv€ and lOO,Olb dead tocated al all mid panals and at all panel poinls along the Eottom Chord, nonconcunant wilh any other live loads. 10),9!99,iAhange(s) o. comeclion(s) required lo support concentraied toad(s) 1Al7.Otb down and 233.51b up at 8-O-0 on top chord, end dodn and 900.0lb up at &1-8, and 150O.01b dov\rn and 2 t2.6lb up at ,l-5-4 on bottom chord. Design for unspecilied )n(6) iE dolsgat€d to the building designer. Special connoolion r8quirsd lo dislributs top chord loads squally betwesn all pli6s. Sp€cial connoction requirod lo dislribute bottom chord lo€ds equalt between all pties. foF-l Tr'&rt' ,^,-rf,*o., s S€p Peg€ NOTES 13) +ply truss to b€ connGled togelher with 0.1311(3. Nails es follo$,/s: Top chords connec,tad as tolloll|s: 2 X 6 - 2 ro/vs al G4-O oc. Bottom chords connected as tollovts: 2 X 8 - 4 rouls al G+O oc. Webs connocted as lollows: 2 X 4 - 1 rot/r st 0-9-O oc, 2 X I - 2 rolvs at O-9{ oc. Atlach chords with 1/2 inch diamet€r bolts (ASIM a-3OZ) with washers at 2{r-{, on cent6r. spec-ia|hajgo(s)orconn€c-tion(s)IeqUir€dtosupportconcentlatedload(s)1647'o|bdo$,nand233.5|bupat&o.oontopchord,and6349.o|bdowna and 15m.ob dolvn and 212.61b uP at 4-6-4. on bottom chord. Design for irnspecilied connection(s) is delegated lo the buitding d6igner.1a)sr-':Ll'a]9ef.G)orconn€G{ion(s)r€quiredtosuppor|concen|fatedt@d(s)i647.o|bdo/\,nandi|33.5tbtJp-*e.ooontopctr6rd,a;d6349.o|bd and 1500.01b down and 212.61b op at 4-6"4 on bottom chord. D6i9n for unspecilied connection(s) is del;gated to the building designer. LOAD CASE(S) Slandard Exc6Di: 1) Regulari Lumb6r Inc{eas€=1.00, Plate Increaa€=l.OO Unifo.m Loads (plD V€rl: A-D--190.0, DF=-4O{.0, B-t=-20.0, c-J=-i289.7 Conc€ntrated LGds 0b) Ved: F-l6{7.0 K=-15m.0 J=6349.0 8) 1st Sprinkler Loqd: Lumbsr Increas€E1.25, Plals Increase=1,25 Unitorm Loads (plf) Vert: A-D'-30.0, o-F=-81.0, B-J=-20.0, G- J=-127O.6 Concenlraled Loads (lb) Verl: F-392.1 K=-357.1 J=-1511.7 L=-350.0 9) 2nd Sprinklor Load: Lumber Increase=l.25, Plate Increase=1.25 Uniform L@ds (plD Ve : A-Dc-30.0, D-F=-81.0, e.r=-20.0, c-J=-1220.6 Concar rat€d Loads (lb) Ved: D--392.1 K=-357.1 J=-1511.7 irF-380.0 10) 3rd SprinHer Load: Lumber Increasa=1.25. plate Increas€=l.25 Unifom Loads (plD Ve.t; A-&€0.0, o.F:-81.0, 8-J=-20.0, GJ:-l270-6 Conc€ rated Load6 (b) Ved: D=.392.1 K=-357.1 .-ts-l511.2 trt=-S50.0 '| 1) 4lh Sprinlder Lo€d: Lumb€r tncreas6=1.25, Plaia Incr€ase:l.25 Unlform Loads (plD Vert: AFF-3O.o, D-F:81.0, &J=-20.0, GJ=-1270.6 Concenlratod Loads (lb) Vert: Os-392.1 K=-357.1 J=-15i1.7 O=-3S0.0 12) slh Sprinkl€r Load: Lumber Increase'l25. plate Increaso=l-2S Unifom L@ds (ptD Vert A-F-30.0, D+3-81.0, B-J=-20.0. eJ=-l220.6 Conceotrated Loads (lb) Verl: D=-392.1 &-350.0 K=-357.1 J=-1511.7 '13) 6th Sptinkler Load: Lumbor Increase=1.25, plale IncreasE=1.2S Unlfom Loads (pl0 Ved: A-O=-3O.0, D-F=-8i.0, B-J=-20.0, c-J=-1270.6 Concentratsd Loeds (b) Ve : 0=392.1 K-707.1 J=-15i1.714) h Sprinlder Load: Lumber Increas€=l.25, Plate Incr€ase-i.2S Uniform Loads (pl0 Verl: A"F-3O.0, tlF=-81.0, B".E-20.0. c-J=-1270.6 Concenlraled Loads (lb) ven: D=-392.1 K=-357.1 J=-1861.7 15) 8lh Sprinkl€r Lo€d: Lumb€r Increase='l .25, Plate Incr€ase=l,25 Unifom Loqds (plf) Verl: A.D+3O.0, D-F:-81.0, BJ:20.0. G.F-12?0.6 Concer raled Loads (lb) V6rt: F.392.1 K=-357.1 J=-.t511.7 H=-3SO.0 16) gth Spdnkler Load: Lumbsr tncreas6=1.25. Plate Incrsas6=1.2S Uniform Loads (plf) V6 : A-O--30.0, D-F={l.0, BJ=-20.0, c-J=-i270.6 Concentrated Loads (b) ven: D=€92.1 c=€50.0 K=-357.1 J=-1511.7 SRI s Sep t €{-0 | 5-3.3 | 9-$1 2 |10-0 5-3-3 4-2-9 Scala = 1:36.1 S(4 ll D Plales Incroas€ 1.00 Lumber Increas€ 1.0O Rep Slr€ss Incr YESCode UBC/ANS|9S DEFL in (loc) Udstl Vad(LL) 4.11 &E >990 VertOL) 0.23 A.B >173 tlotzcll) 0.01 e nh lst LC LL Min l/den = 240 PLATES GRIPMl20 169/123 Weight 50 lb LUMBER TOP CHORD 2X6SPF-S 1650F 1.sE BOT CHORD 2 X 5 SPF.S 1650F 1.5E WEBS 2 X 4 SPF-S 2100F 1.8E €xceDti W22X4WWSlud REACTIONS (lb/size) B=1701/0-5-8, E=841/Mecha n ical Max Hoz B=388(toad case 4) Llax UpliflB=-310(load case 4), E=-13i(oad case 4) FORCES (lb) - First Load Case Only TOP CtfORD &222,B.c=1187, C-F105, D.E=€73 BOT CIIORD &F=A77 , E-F=a77 C-E=-929 BRACING TOP CHORD Shealhed or &G0 oc purlins, oxoepl end verticals. BOT CHORO Rigid ceiling directly applied 0|10-(}'0 oc bracing. WEBS NOTES 1) This truss hss been designed for lhe wind loads generated by 85 mph winds at 25 fr above ground level, using s.o psf top chord dead l@d snd 5'0 p6f bottom chord dead load, 1m ml from hurricane ocqanline, on an occupancy category ll, cond-ition i enclosed building, of dim€nsions 100 fi by 100 fl wilh €4osure C ASCE 7-93 per UBC/ANS|95 lf snd v€rllcais or cantilwers exist, they are exposed lo wind. Itporchos exisl, they are nol exposed to wind. The lumb3. DOL increase is 1.33, and lhe plat6 grip incraase is i.33 2) This truss has beon designed for a 10.0 ps, botlom chord livs load nonconou.ronl with any othei livo loads per Table No. 168, UBC-94. 3) Retor lo gird€(s) for truss lo truss connoclions, 4) Provide mechanical connectbn (by olheB) of lruss lo bearing plate capable of withstanding 310 lb uptin d ioinl B and l3t lb uplifr at ioint E. 5) This truss has been designed with ANSUTPT 1-1995 criteria. 6) Load cas8(s) 6,7,8 h* been modm€d. Building d€signor must review loads lo verity thal th€y are conecl for lhe intondsd usa oflhis lruss. 4 This truss has been designed for a moving concontrated load of 2so.olb li\€ and loo.olb dead located at a[ mid panels and at all panel points along the Bottom Chord, nonconcurrsnl wilh any other live loads. LOAD CASE(S) Standard Except: 6) 1st Sprinklor Load: Lumber Increase=1.25, Plat6 Incr6as€=1.25 Uniform Loads (plf) V€rt &E=-20.0, A-D=-30.0 Concsnlralod Loads (lb) Vert F=€1i0.0 2nd Sprinkl€r Load: Lumber lncrease= 1.25, Plate Increase=125 Uniform Loads (ptD Vert B-E:-20.0. A+-30.0 Concentrated Loads 0b) V€rt Ba350.0 \p,\ Truss JACK LOAD CASqSI 3d Sprinh€'r Losd: Lumber Inafoesasl25, Plets Incr6ase-1.25 Uniform Loads (pl0 Ven: &Er.20.0, AO.-30.0 Concontrelod Losds (lb) Verl: E 350.0 .usfab Inc.,ek Indusl.ies, f_, +{lo | }}12 | 7-912 , 9-$.12 ,3-(X) 3-3-t2 /L6-0 t-8-0 3x4 ll 4x8/.. E Scal6 ' l:36. I (.'|q I 3-912 ' 7-$12 , 9-S12 | 3-G0 LoADI G (psoTCLL 80.0TCDL 15.0BCII 0.0 SPAC|NG 2-&0 Plal6Increase 1.00 Lumber Increase 1.00 Rsp Slress Incr NOCode UBC/ANS|95 DEFL in (loc) Ydefl Verl(LL) O.04 G-H >999 VedCrL) 0.06 A€ >613 HorzCIL) 0.01 F nla lst LC LL Min Udefl = 240 PLATES GRIPMlr20 169/123 Wsight: 132 lb TOP CHORD 2 X 6 SPF-S t650F .t.5E BOT CHORD 2 X 8 SPF-S 1950F 1.5E WEBS 2 X8 SPF-S 1950F 1.5E'Ercspt' Wl 2 X 4 SPF-S 210OF 1.8E. W4 2 X 4 WW Stud. W2 2 X 4 WW Stud REACTIONS (lUsize) F=2551/Mechanical, 8=3191,,0-$8 Llax Horz B=388(load case 4) t\,lax UplifrF=384(load casa 4), B=-525(load case 4) FORCES (lb) - Firsl Load Case Only TOP CHORD A-B=233, B-C.-4099, C-D=-l501, D!E:-167, E-F=7 BOT cHORD 8-l=3600, Fl-l=3600, H-J=36Cn, c-J:36(x), c-K=1294, F-K=1294WEBS C-tl=1221 , C-G=-2407, D-G=95O, D-F:-2&96 NOTES BRACING TOP CHORD Shealh€d or 6-GO oo pudins, except end wrticals. BOT Cl.lORO Rigid ceiling direclly applisd or 1GGO oc brscing. 1) This lruss has been designed tor the wind loaG gensraled by 85 mph winds at 25 tt abov6 gmund level, using 5.0 psf lop chord doad load and 5.0 psl bottom chord dead load, 100 mi trom hurrican€ oceanlin€, on an occupancy category ll, condition I sncloeed building, of dimensions 100 i by 100 fl wilh exposure C ASCE 7-93 per UBC/ANSI95 Itend wrticals or cantilevsrs odst, they aro exposd towind. lJ porchF exist,lhey are nol €xposed to wind. Th6lumber OOI- inorease is 1,33, and the plato grip incr€ase is 1.33 2) This fuss has been design€d for a 10.0 psl bottom chord live load nonconcurrent with arry other li\€ loads per Tabls No. 1GB, UBC-94. 3) Rsfer to gkds(s) for truss lo truss connoctions. 4) Provide mechanical conneclion (by others) ol lruss to beering plat6 cap€bla ofwithslanding 384 lb uptift aljoint F and 525lb upliit al joint B. 5) This lrus6 has ba€n designed with ANSUTPI 1-1995 6iieria. 6) Load case(s) 6, 7, 8, 9, 10, 11,12, 13 has b€en modilied. Buildlng designer must revi6,rrr loeds to wrify that they sro corecl for the intended us€ of thi6 truss, 7) This lruss has been designad tor e mo/ing concenlraled load of 250.01b liva and 100.01b dead located at all mid Danels ard al ell oen6l poinls along lhe Botlom Chord, nonconcurrenl with any other live loada. 8) Special hange(s) ot connecllon(s) required lo support concentrated load(s) 14O0.01b dor^/n and 198.51b up at 7-$12 ontop chord, and 19OO.0lb down and 269.31b up at 93-12 on boilom chord. Design for ucspecifi€d connection(s) is delegated lo the building designer. 9) 2-ply truss to be connecled togelherwilh 0,131\3 Neils as follows: Top chords connected as tollo\as: 2 X 6 - 2 rolljs at S4.0 oc. Bottom chords connecled as follow6: 2 X 8 - 3 ror rs at SS oc. Webs conn€ctod as follorrvs: 2 X 4 - 1 rov{ at G9{ oc, 2 X 6 - 2 rov'6 at Gg.O oc. Speoial hangor(s) or connectbn(s) rcquir€d to support ooncanlrated load(s) '1400.01b dor^rn and 198.51b up at 7-9-12 on top chord, and 1900.01b dofln and 269.31b up al 3.3-12 on bottom chord. Design tor unspacified connection(s) is detsgeled tothe building dosigner. Special hanger(s) or conneclion(s) required lo support conc€nlraled load(s) 14OO.Olb do ,n and 198.51b up at 7-9-12 on top chord, and 1900.01b dov',n and 269.31b upat 13-12 on boltom chord. Design tor unspscitied connection(s) is delegai€d lo lhs building d6igner. LOAD CASE(S) Standard Brcapt: 1) Regubr: Lumber Increase=1.00, Plate Increas€=l.0O :"jr mc., LOAD CASE(S) Standard Exc€pt: Uniform Loads (ptD Vert: A-E=-190.0. B-F=-20.0 Concenlratod L@ds (lb) Verl; H=-1 900.0 F-1400.0 6) Us6r defin€d: Lumb€r lncrsas€El.0O, Plat6 Incrsase=l.00 Unifo.m Loads (plD V6 : A.E=-190.0. &F=-20.0 Concenlraled L@ds (lb) Vert H=-700.0 F-1400.0 7) lBt Sprinkler Load: Lumber hc,ease=1.25, Plale Incr€as€:l.25 Unitorm Loads (plD Ved: A-E--30.0, &F=20.0 ConcentEted LEds (b) Ved: H=-{52.4 FiXl3.3 l=-350.0 8) 2nd Sprinkl€r Load: Lumber lncrease=l,25, Plate Increasa=l.25 Unifom Loa& (plD Verl: A-E.-30.0. B-F=-20.0 Concontreled Loads (lb) Vert: H.-452,4 F-3:X1.3 J=-350.0 9) 3Id Splinkler Losd: Lumb€r Increase= 1.25, Plele Incroase= 115 Uniform Loads (pf) Verf A-E=-30.0. &F:20.0 Co0centrat€d ]€ds (lb) veft: H=-452.!t 0=_333.3 K=-35O.0 '10) 4th Sprinkler Load: Lumbar Increase:l.25, Plate Increasa=l.25 Uniform Loads (plD V€d: A-E=-3O.0. &F=-20.0 Concentrated Loads (lb) Vert: F-35O.0 H=-152.4 F333.3 11) 5th SprinHer L@d: Lumber Incr€ase=l.25, Plai6 Increase=1.25 Unitorm Loads (plt) V€ : A+=€0.0, B-F:-20.0 Concern.eH Loads (lb) Vert: H=-802.4 D=-333.3 12) 6lh Sprinkle. Loed: Lumber Increase=1.25, Plale Incr6ese€1.25 Uniform L@ds (pf) Ved: AE=-30.0. &F:20.0 Concedraled Lmds (b) vod: H--452.r1 G=-39).0 D+333.3 7th Spdnkl€r LGd: Lumbq Increas€rl.25, Plet6Incr€esE 1.25 Unifom Loads (plD Verl: A-EE-30.0, &F=-20.0 Conc€ntraled Loads (lb) Ved: F=-350.0 H=-452.4 D=-3i13.3 Nicol AssoEiates, lnc. (rr I rtr ln; rrr rriiiffifrr.,, '0I oglos ltrr oG:tb FAr ros )zzez q'*ffW^W;i o,t,r,,*$rr:il ftu*Ti(,, StrARCES-DBM'ER @oozF.r FAX'NANSMTTTAL o*e:?/flL/ f,*t ,r. Fron: Ulqle To: Nrna Project #: OO2O? lr".t*, natnc: lqAO-l'!t* v Far # elhy J'e lahrl,Wqltu/till Nunber of Pegcr Inctuding Cover Shect: -l nm-Lrh' rpch/ oaa*rhns ulrclafe n"f & 7l * # //,^-''(hTft ,,0',mfr, wels q?a anh'7ry blfry I mrAl wto uas ;tt , me / i, Iif"lf -' ln|. Nr/tr,n. /, Jruss Jl /" r|"as 6 *,n"t{on a, /r"t 6a # rhos J/ *n*"r/o,3. H=c nn har, * tfus *rnrc#ons fuD7r, o&ilon, jt" lt tu*es (z_ rlar,rl."/ ,$lprtS ;; nc tu,e H'"h,;:",,y virh {i^p*n, ' //r=H.; l*ry,s rlvourtceivc'*'lJ,?,'ff;'l'H,'ff fft Hsg'tr;ffi#1xll;*l"tili*rer,orhen'irowe '01'0s/08 If,U 06:r? F,lrI sol elfeZ ttfa[cEs-ItE{vxn -l -t,- .... Box at coH tAlLg (l,lNJ EVEI{LY DI5]TIEUID TO IFU5E II{BGEFF EEtJ0t{ l{rL HIF 2xa FE,xdC AOF,Ii|AU.g ffD,U TO IRI/9g t{!E EE_onl{+ tflF .\/. 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I I I N I t- I 14 7-7-E +r*-'l"lntos B EAM 4-2-8 Fri ?lslo (qqn q #6ozo?ryr/y'or 26-5- 12 Feb O4, O2 11:SOa Nicol Flssoc v Nicol Associates, lnc. 303-665- 1e1 Io FAX TRANSMITTAL ;tffi:t K^?ffi:, e/l,y Sr!rtcr: v Fax # p.1 'o' Jo, Lr/rr/, leyrlerX f/oyleo Number of Pages lncluding Cover Sheet: ;f 77i" hy"i uifl1 2 ddcd ,"frni:1" h1 ech ban wi//aory' t/rA*/4rvtly - l,pfi//y &' fl, n"laila /J,"4 fo , -YV-\,ll.f) Fqro lfyou rcccivc lcs than lhc nurnbcr ofpages indicated above, plcase call within 15 minutes, otherwise wc rvill asunrs that You have rcccivod ttrc transmission satisfactorily' P.23065-12113-6oFeb O4. 02 l1:50a Ni Hssoccolo fi_\frq=; *t >tg $$ E >' \ \ -t \" \R s .S N - (\c) s @li@ ,ffi i i i t-' iTrx, I :y ''){- t) D rt!Z-tztlp:iz @ te 6h -rry N Aq: I zornIL:6 i I rfl €rE1xr7fi-Er- --]| __i l>:o I ( It: $l =o )_t I --= | ,e i$g| *l_E t5' {lHdtqI qlq lFlF.s t= It ro'6 Itfir "'r., \$;v - { Fr-_ Ff ir,FdoJr{tI I X M,.41 t-Y-iAr ,i- ):xj r=l ui a|_Iin DI : l ! : 1J( rLti -,L * 'n|; -lr{t -l I I '! I 8xal I r'l-ltlffiL '11, T -t =tL:-,,*,2 Jtlr et- =Xq (rt .t crl ir?!+ llr ,t,c1_w, c,l IOt r-jxj<l'=i VF )uri : ||ilri t=i nq '1= li 8t )|i' i'l ,/Gi '9r: It- TOWI{OFV.!rL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 ort r"r"T oF coMMr.JNrr" orurro'F",\).'-^\ ?o \..UR.-\.i. L-o\ $ NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PROJECT TITLE: NEW (SFR P/S,DUP) PERMIT Permit #: B0l-0049 Job Address: 814 POTATO PATCH DR VAIL Status . . . : , ISSUED Location.....: 814 POTATO PATCH DR Applied . . : 0312312001 Parcel No...: 210106301012 Issued. . : 061291200l ProjectNo' PVf,O:-COLzL{ Expires..: 12/2612001 OWNER LOGA}'I FAMILY TRUST O3/23/2OOL PhoNC: KBIT A. I-,OGA}I & VICTORIA T. IOGAN TRUSTE 10 VIA PARAISO E TIBI'RON CA 94920 I_,icense: APPLICAI\E R.A. NEI-,SON & ASSOCIATES, IN03,/23/2OO1, Phone: 97O-949-5L52 P. O. DRAWER 54OO AVOlt, CO 8L620 I-,icense: CONTRACTOR R.A. NELSON & ASSOCIATES, IN03/23l2001 Phone: P. O. DRAWER 54OO AVON, CO 8162 0 License: L7O-A Desciption: NEW SFROccupancy T}'I)e Factor Sq Feec Dvuellings Zone 3 V-N 138.55 2,572 $356,350'60 Dr,ve1l-ings Zone 3 v-N Basements 30.09 7OG i2r. ,243 ,54 Private Garages Zone 3 v-N Masonry 40.46 680 $21 ,5L2,90 Tota1s... 3,278 9L,685,000.00* Number of Dwelling Units: I Town of Vail Adjusted Valuation: 1,685,000.00 Fireplace Information: Restricted: Y # ofGas Appliances: 0 # ofGas Logs: 0 # of Wood Pallel: 0 .....''.'..':l|||i||tt'''...||'..'.l|..''}'l''*'|*:}:}*.tt.',l''''*'',l|||ll'FEEsUMMARY***')ti*'..|*ll'.* Building:--> S6,395.00 R€sraranl Plan Review-> So.oo Total Calculrted Fees-> 911,5{6.45 plan Chcck_> S4,1sG.?5 DRB Fe€--> S5OO.OO Adldlilional Fe€s--> S0.OO Investigation-> So.oo Recreation Fee------> $491 .70 Total Permit Fee------> $11,545.15 Will Call-> 53 . OO Clean-up Deposil--> So . o0 Payments----..--_> 911, 545 .45 TOTAL FEES--> $11,s46.4s BALAIVCE DUE-> 90.00 '''''|...'.......''rlt|...|.'|*'it'..|||'tt||t|''ii''''|||*'''.''.||||||||l Approvals:Item: 05100 BUILDING DEPARTME!flI O3/23/200L JRM Action: NO PIJANS TO CHARI-,IE AI'ID AIJI,ISON WAITIIIG FOR 2 MORE SETS FOR PW/AI'ID FIRE O3/23/2OOL JRM Action: NO PLANS ROIEED TO Pw/ FIRE 04/t0/200L cdawis Action: AP €ree corrections 1i6t O6/2I/2OOL CDAVIS ACIiON: AP REVISED ST'BMITTAL APPROVED Item: 05400 PIIAI{NING DEPARTMBfI 04/LO/20OL ao Action: AP 06/20/2O0L ao IIem: 0560I FIRE DEPARIT,IBIT Item: 05500 PITBLIC WORKS 03/29/2001 LS Action: AP Action: CR rewisions "nnt.u NEED REVISE SITE PI.,AN. PLAIT SUBMITTED DOES Action: AP X 11 SHEETS OF PAPER. Act,ion: DN REVISE SITE / I'ANDSCAPING PLAN Pr.,AlI SHOWS TIm ROADWAY AT 1.6', 20 rs REQUTRED. NO 2:1 GRADE III NORTH EAST SIDE OF LOT. REVOETSLE RIGITT OF WAY PERMIT REQUIRED. I,AI.IDSCAPE PIJAIiI HAS SITE DISTAIiICE ISSUE. NEED TO REMOVE TREE NEJAR DRIVEWAY. SPOKE WITH 'JOE-SEGEIIBERG MAYHEW S. ASSOC, FOR CORRECTIONS. HE IS TO SIIBMITTED F'AX A coPY IN 8L/2 By 11 SIIEETS OF pApER, WITH CORRECTIONS. CORRECTIONS MADE AND COPYS ROIITED TO AI-,LISO04/02/2OOr LS coPY, s WERE FA](ED rN e 1/2 0s/L7/2001 Le ST'BMITTED L,AIIDSCAPE 3l ISSI]ES- PIJANTI}IG THA' THE T{EST WIIIN HEIGTH CAN BE PI,ANTED THAT WII,,L DISRI]PT OR DISTURB SITE DISTAT{CE TO VEHICLE IS BACKING OIIT OF DRIVEIiIAY. A,]UST AND PEVISE PIIAII. SITE PLAN- PROPOSED GRA.DING ON SITE PI,AN IN CERTAIN ARE,A ARE }TOT RETT'RNED TO 2:1. RSyOCABI-,E RIGHT OF WAY PERMIT REQUIRED, MUST INCI-,I,DE SIDEWAIiK IN UTILTIY EASEMENT LANDSCAPING. SHOW I-,IMIT OF DISTIJRBANCE FE'ICE ON PI"LbI. NEED STAMPED APPROVED DRAWING FOR BOI'LDER RETAINING WALLS. THAT ARE 4 . 6 FT TN HE FR,OM A I.,]CENSE PE. 06/28/zoot LS It,em: 05550 ETiIGINEERING Act,ion: AP STILL AWAITING FOR REVOCABI.E RIGHT OF WAY P See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information requird completed an accuate plot plar1 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, desigt review approved, Uniform Building Code and other ordinances of the Town applicable thereto- REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOLIRS IN Send Clean-up D€posil To: N/A 2t38 oR AT ot R OFFICE FROM 8:00 AM - 5 PM. OWNER CONTRACTOR FOR HMSELF AND OWNE f""L (4'o,* ' & 1/t'-vJ PAGE 2 +* * ** t* * * **'lt* * * * * *:|!'*'i t * * * * * * *** *** * * * * * * * * * * *** *:t {r '* * t *:t'l '* ** * t'}*t + {r *:*'t* ***** **:t* * **'}'t * * * ** t't't * **'t * **!t ** * CONDITIONS OFAPPROVAL Permit #: B0l-0049 as of 06-29-2001 Status: ISSUED * ** * * * * ** * * * * * * *'l * * * {' ** * * ** * * * * * * * * *'t* **'t'** ** * * * * * *** * * * *** * * * * * * * * ** * * * * * * * * * * * * * * * * * +*'f * * * * ** * *** * ** * + Permit Type: NEW (SFR P/S,DUP) PERMIT Applied: 0312312001 Applicant: R.A. NELSON & ASSOCTATES,INC Issued: 0612912001 Job Address: 814 POTATO PATCH DRVAIL Location: 814 POTATO PATCH DR ParcelNo: 210106301012 *+*************l*'t{r*l'{r'}**:trt**'t*{r************t**!t*ir*:l{r'lt*'}******+*****++**************!trt't*:}ar*,t*,t***t t **t ** CONDITIONS * ** * tl ***** l** * *t** * ** *** rtdr***+'lr'lr '* t*****+** * + +***** t* {r '*,*t** * {r'lt** * * * f*****'}:l* 'i *** * * * +* *'1.'l+ * * i f 't't't f***** + * Cond:33 (PLAN) THIS PROJECT W]LL REQI.NRED A SITE IMPROVEMENT SURVEY. SUCH SIJRVEY SHALL BE SUBMITTED AND APPROVED PRIOR TO REQI.JEST FOR A FRAME INSPECTION. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIFJD TO CHECK FOR CODE COMPLIANCE. Cond: CON0004615 REVOCABLE RIGHT OF WAY PERMIT REQL]IRED-LANDSCAPING IN ROW f ltrltt**'lr'itf f,tl***'tr:*!**t***'*{'{r't {r*} *:t*'tt | *'t irt* t* * * ** t r} * * *f *:t,t* * * * * * * * * *:t ** **,t * *,tr,},tt tf **t,t,f ,t**:t,tf TOWNOF VAIL, COLORADO Starernenr :lt** * 't ** **:l * * 't 't {r * ***** 'l!t!t** * dr* * * * 't 't *** * * * * *'t ****:** *!t*'}* * * **** ***** * ** *** * * * t lr:}*,t't * tr '} * 't't '}* *,t** Statement Number: R000001020 Amount: $11,54G.45 OG/29/200110:48 Alt Payment lrtethod: Check Init : LC Notation: *1254/Kent A. Logan Permit No: 801-0049 Type: NEI| (SFR, P/S,DUP) PERUIT Parcel No: 210106301012 Site Addreee: 814 POTATO PATCH DR VAIIJ l.rocation : 814 POTATO PATCH DR Total Feee: $f1,546.45 Ttria Payment: $11,546.45 Total ALrr pmts: 911,546.45 Balance: $0 .00 **{.'t't ***'}*l 'lt 'f'lt'l* {t '} ***'t**** *'t't +* {r:l***{' * *!**+ +*** ** +'}** + + **** * * * *'* ** * **'t* *.r*,t* * * ** ***'} * '}{r** *lr{r* ACCOI.JNT ITEM LIST: Account Code DescriDtion Current Pmts BP OOIOOOO31111OO EUILDING PERMIT FEES DR OO1OOOO31122OO DESIGN REVIEhJ FEES PF OOIOOOO31T23OO PLAN CHECK FEES RF 11IOOOO31127OO RECREATION FEES I^IC OO1OOO()31128()() hIILL CALL INSPECTION FEE 6, 395. 00 500. 00 4.156 .75 49r.70 3.00 lla APPUCATIOI{ WI LL r{or BE AccEprED rF rNcoMpffi|s.#.t iw, . ooga Building Permit #:_ ruWNWUAIL 75 S. Frontage Rd. Vail, Colorado 81657 Separate Permits are required for electrical, plumbing, mechanical, etc.! coNrRAcroR rNroRMArroN BO | - DOtf? Contact and-Phone #'s: 1+2 - -/6€{ /Z tot- C4-DEL- 1t t - v t t+General Contractor: r I I.A N't-sa61 4 fua,Town of Vail Reg. No.: COMPLETE VALUATIOT{S PERMIT (Labor& BUILDING: $ /r3u/ o* I ELECTRICAL: $ /flrobt OTHER: 5 ?€rao qta*ose{tz PLUMBING: $ 35,@ a MECHANICAL:$ /?-5,P-ToTAI: $ '/uAES,ao e /,o. Ptt0rt*u 5+bpt/ol, b btor-o et:f b.'fe"t{?vre 5*o,1?*7,nto 6ou oP6$ (ft'trt"frnfh&t\tlt; ^121 7/-Wtt--SAtf b,-l6tt1"!1r( ForParel#@nbct Pqn 41 . Office at 970-visit Hffi 7lo t ob3o lo ra JobName:/4Ar/ pgDEyC€rob Address: O,f* f ,-,, g' F,m &1 {esat Description ll Lot, 3. ll ero.r' ll ritine,Subdivbion: owners Name: f4'ru7 ln+a+l llAddress: Ol5 /otfA l/nc,,ehone:flf -o2-/ | AflW*nwi,nu'r'x'/A ryffi#::@u#ff:L'r'onTF*"E6ts Ensineer:y, - l As*. . ,i.frffiW 11 mdrest tffin,6 WIE*'oaze JPhvF ?:35o?o Detpiled description of work:(bfttrwara,r' al 4 t@ ..t /45*rz,noo - \,/WorkClass: NewQf Addition( ) Remodel ( ). Repair( ) Demo( ) Other( ) Work Type: Interior ( ) Exterior ( ) Both PQ Does an EHU odst at this location: Yes ( ) No ( ) Type of Bldg.: Single-famif p{ Two-family ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building: .4 1 No/TvoeofFireolacesExistino: GasAooliances( )GasLoqs( )Wood/Pellet( )WoodBurning( ) /U/A No/TvDe of FireDlaces Prooosed: Gas Aooliances ( ) Gas Loos ( ) Wood/Pellet ( ) Wood Burning (NOT ALLO{vEDllq Does a Fire Alarm Exist: Yes ( ) No DoefiT'rreTpfrnklerSystem Exist: Yes ( ) No M ' ***n**ni***i***n****in*i***r****i****;FOR OFFICE USE ONLY****i***jt**i**t*i*tt**t**i********it*** F:/everyoneforrm/bld gperm 0ct-02-2001 0e:30er Frn-T-0rg P.002/005 l-?ar Ecllrrrh'Prwlek Gcoicctntc4 lls' SCI! Cdttltt Bord 150 eiruroA SPrtqs Cdtlrdo El60l PLone 970441i.?9BE Frr: !l?0.!14!i't454 hPgco@hPgcolcb.coo ocT 0 ? 2t0lSepamber n,2001 Kemlogm P.O, Box 170 Veil, Colorado 81658 Iob No. 100 t45-r Subjcct Supplerp@l EXcarrarionobeennliorn, kopoled Residesce, lrt 3, Bloct -.J.'.Estafio.*rch, Vail., Color.adc-. Dcar Mr. Ingaa: As requested by Rick CildEll witb R.A. Nclso4 a twes€dEtivc of Eqpwmh-Prwlak fu,haicali loc. obocnrcal thc complacil €xcovatiou ar tbc srbject site m $cpmbcr 11, 2001 to cvaluate tre natsids e;posed frr fordaisa stmort. The findiogs of or wort d recmcodarims for rhc fgudafion desip are prerd in this report. We fEviousty obs€rved tE Fartial cmcavatim at thn rile ad PlescoFd our fidtngs in a leuir dated Septembe tr2ml...: At ibc tidrc'of onr vis+ to te sitc, ts ftundatim excavaltion had becu ot h thee.lev"jts up to !0 feet bclow &e djrcat ground surhce. The upcr norttsrcst la/cf hd been oorylaod. Thc ancavrdm dayligb inthc smtheast soroer. The msarisls ergosed h thB boftoo sf the cxcavuim geoeratty consisted of ftacfiieil sil8totB/saDdsbEe bedrcck. The htcrccptdrain ilshltatimhailbeen corylaed and rypesed b be aAequotety tmsfoOng. No ficc wder wat obscrveil in the cxcavation botffi dal tl bcdroc.kmmriels wre slightly Dist bEobt- We rmderslasl thrt tlc fisfisl't:gging uccd itr thc stodng wstenis-umtcard No. 2 Douglrs Fh od tts Dmsowlnr is conccrr{ with degradation of the lagging alue to ffi or olier infestadon. In on opiuiom, tb dsk of dcgrarlatimto buricd timher hgging is coaidffcd to be low- Ihe cooditius expoed inttrc excavadu re colsi$eot withthose pevlously eocoudertd mtbs siE aldsnitable ftr nryport of ryread botiqp dcsigDcd furtic rccmtrenden allon'able bcaringpr€ssrrc of 2,500psf. Loose and disffibcd mc[ ' sbould bo rmvEd in 6e ftotbg usat to cqrolc ftc uodimrrbed.be&ock" Ottlr' rectuturtiddiolspreseded inihe pcodmrs subsoils study and cxcarntion obscrratim lcuer whic[ re applicable sbould also bc obscrwd- Thc rccmcodnions sftluiftd itr thir letter are'based u oor drenruion ottle nnatials e4osed wittinthe cqtetal foudaim excryad@ rrdtepreviotts strbsrrrface Gxplcdioo d 6c site. Vriations in tts sr$$rftEe conditions belos tbc excavation could bcrease fre rirk of fwndatim mnrcneqt. trle ghould bc dr/iscd of I orrdr- tsot-o6qq 0ct-01-2001 00: tOar Fru-T-029 P.003n05 t-2+1 Kem logaa Satcmh 27,2W1 Pagc 2 aly vadadons encornered inrhc cxcaration condilions for possible cbegFs to recomendations couainsrl in fhis lcter. If thErE arE uy qucsdotrs or if we may be of ftnhc( assishcs' please let us lmow. Sincerely, JordyZ. Rrv. by: JZI\/hw cc: R.A. Nclt@ - Aan: Rick Crudctl H.F gEOTEq{ 0ct-02-2001 00:30an Fror T-020 P 001/005 l-217 ".rr-?rr*k oacthdcat, rie- fi3ffs"rHf-H,n*tttt Plrocl t044+79t1 Fer: filG9{5.&lil bpsFo@rnteotrct"cn Scpber?,200i fuIngau P.O. Bc 177) Vd, qolorsdo 81658 sEP 0? 2001 Iob No. 100 845't $rlise Obcsrrcimof Encantim' PloposcOftaiaocc, Lot3, Bto* t'M Pd&,Veil, Colordo. DeaiMs.lngu: As requsee Uy Rict CCIdglt Tifh n-A. NEh@, I rep6c@i$e of Hcpunrth-Prwlrt Gsmctdcal, lnc. Og"rttsf thc cxcanuirn o mc $$jcct tt6 otr August 16 0nd sepaobaa 2001b cvatretheroiab 4poscd fufrurdatimryut. Thl triltngt of sur wu* ald recmcudationr fu ths furdatim desig! sE plrescnEd h ffi rueg[t Wc previogsty coldrrcnd a rutroil stuily fu dcsigp of ftondatirns atfra sfo d Ecsc4* 6os r"iqge in a rcgort datd Novcdu !10 ,zggp, Job No. 100 t45. Thc pqoccd rcsidence wil cmist dr free sbry ltr[Ebre orer a gange/nccbainl t -r'e$trrcl. Grcundlocwill bo stOo*raOc. Aa allqnDlobEing prewrcof 2"Sltl lsf Fds *F io tho rtccigl hrerl ol on 1lrwior mity. At$e rimc of ouilitial visitb thp sits,ltg crcavglimtdbeeactcupto afort ZO eet dsep. Abot rn rdrlhionql 10 fcet of elsrnrh dEptb b ceded b achiew ilesigu beariDg btEI6. Ile cxcavdon is butrg shmrl ri0 so[ier piles and ueoerl dnba hggiog. We scqage qnr obsen'cd flowing Amfrrost bedmc! inttcnstmrn prrt Of the cxcavatm- Wer@cdfirat wder eeepegetc colectd ina[intrraep drriu almg ts lorttrsft crt eod aliretEd b d4tlilEt inthc rodernpunim of the traydm, frE drth s[onld ffid rg r[e ehored walt E trc eeepga lrea- Tfbel obrcrnd mseptqber+, tr furdatitm Crravrtiourc atoutflru-rtirds cqilcE rnd tst beil cut in-wo ltrts tm ll lo 30 &!t teiow 6E djaed gmuEd mfroe fbe muth ride of thc cxcavzttq Dril ut bcca cooplctcd and dayliehcal odtD ft; sl4e" Ar fuEqt dreirhd bcco iqspltgd rtug ttc agr6l!'g rldc of ftc rceidsnce, dayugbtilg in ftc suufrFa$ aomet. Sme Urding-Y,ttr wst obcqvpd itr ttc urtbcastportion of - the excavrim- l'le uatrcials oqoaad itr ils botm ofte excavation coosisteil of lsd b tsry hEd rudstme beihock IbetrGatgdwoo4hgfg $Nldbe ldil4lace Fr saFtypurposer duing coastrufitim af tlc rcdlteucc ad-fcel rypgn dOF citt sl4e. Wc qFrcr rninir|trl dEguLdp0r sf &e wood mco beclfilled aril thouldhEtse oEemed lif of frE ttilcture. ft" cotOno emosed ir &s errUAriOn ar cOuSiEtEtC rih tDooc p,ruviousty 0ct-0?-2001 00:39u Fror T-029 P.005/005 l-211 XffiLoEn SepcoUerT,trilIl PagE 2 ffiou!frEed m ftF $e ad mihblc fq $ryPut of ryr€ad frofitrgs dcsigndfrr ibt rEc@sr l€d aDmabtE tealhg Fr€ssEE 6i z,Sm pr f"ooce al dictu6cd lock rhould bc nmovcd in be ftrillig're's to elpose Ue udtnurDed bedlocjk. \toidc BEdqlby6. rwval of lsge-roc*stmtdle bnJdf6w1t coopactcd gravd c with c@sEE- IGis l&aldnils couldbGimrlledb.rsth the dabo ollestauy $GDqgp &m rry w rtrmgb sc rlab subF&. I;gal &dtrs suould be lt lclst 2 n;gi U O€p6 qi amcc{Erl dftc uldcrslab gfa,yd- Tbc dnill thrruts bc couecnd o tupdhfoil ikah syrtem. Ottrr rmmeolatlms pbseCert in mrpwiro reput wtich ane 4lp|lcable slold also bc &artetl. Tte recrunddims suhitbd in ftis IG rebarcd m mr obecnnfim of thp urcthls eryosed wilnia ttc furnd*ioncxcwaim ud rne pradaE +-a'f'* rynrfioa itftc ain. Vuitiom hthe Bub6&tcc cditimN boloal frc exsavariog coUA iscruc rhc rirk sf friodatimf,Wtqlglt Ws stmld te ailrrlredof rny varilicu mrffied b fre qcarrdioD codiliou fu poesiftle c-hng$ to rcmcndrtiou conhincd h 6iE loffi. If 6ere atc roy gcrtiour c if VE dcy bc of ftilff ccirancq pleasc lA Is f,now. Sincady, EEPWORE.-PAWIJK Iu'dy Z. Admsu, Jr n6'.U Su tZAltiw oc: RA. Nolcou- Aft: RickCildell fr##r H.t' GEnr!,:r 0ct-02-2001 0e:38ar Fror T-020 P.001/005 f-ztl Mah OlfEe 51 F.gb Rr|ad FOtlews](n AYon, CO 81810 97|1.94S.5154 ltin 97tl-479.719) St'b Phonc 97O.e79.7.03 Site Fax Yllt-471 .31 tf lloblc rtaudel@nnebon,sn Cbdie [lavigTOV Brdldng Dept Frqn: Ridcaudd PluFr 90.4782142 Hc fit2n1 Follor up Soils lnvestgafm tr Urgcr|t x Fr ll3vlfl EI?lo!oCotnmad trtlcGcntFltt D;lcescluyde PERT] TBOIS4g Cfiarlie. Afrached CeGe fitd codes of trc lefrers (Sfn & gzlrcy'') ft,orn HP Geotech legfltrmE hc conditim of the Eubsol. Ityou elGady have this infuimdiur in yotrrfile tfsregard. Should you leve arry qr.edions or nquire ir,fier inhnnation feel tec b conbct me drcdty at 479.7490. Thail< you, Rkt(Caudd Jun 24 O2 1O:OSa .at, rrTr EnGTNEERTNG s75263373 p.2 lwe24,2002 Mr. Greg Hall Town of Vail Public Works Director 75 S. Frontage Rd. Vail, Co 8165E Fax 479-2166 Re: Logan Residence, Lot 3,814 Potato Patch Drive Dear Greg: The purpose of t[is lottel is to providc rocommendations rcgarding the driveway which has been constructed to Lot 3, 81 4 Potato Patch Drive. A'section of the driveway, approximately 9.5' long, has been construeted at approximately 13.5%. PerTownofVailDiivewaystandardsforasinglefamilyunit,themaximumgrade @ .centerlirre is to be l0% unh€ated, llYoheated,or l6% heated and engineered with flat recovery t feel that the slope ofthe driveway is acceptable and safe' l. A "flat" recovery area is provided both above and below thp 13.5% grade arca, where bither turning or stopping maneuvers occur. 2. The driveway is snowrnelted. 3. Tho 13.5% gr.ade section is only 9.5' long, (very short: the wheelbase on a pickup truck is 1l - l2'). Slrould you have any questions, please feel free to call, A&*u Clenn Palnrer Cc: Rick Caudel, R. A. Nelson Lukach, Segerbeq Malrew Architects #''. (clzt/az P.3".T= ENGTNEERTI.rG s75263373 l:-1,:r Jun P't O.2. 1O: OSa irtr |-. h -] \: $ $,, *st \$$ s-ts $ N$ Nt xz E$ tN t- o -1 t hJ _ t^l a\\At s] \tr G s$Nt Nb.Rt N {. lis * \ {--- ll '0.s{ R nIs\ z J N Jun ?4 Q?. lO:O9a raart NL $bi\-\\ Ih ALSiE El.rGrNEERrt{G s?52633?3 p.4 5s N flp9!',4 n(Wt * 4,1,,[I-rt>:t il$,t\l* \J knfi$!$yu e$ { I { 2 e Lt1 U Ir I _{- 06-25-2002 :t" i!1*p*crt*[l Request Reportrng - " ?.eJL-il.S- r- l-f,r.ltil -O F- Page 1 , ,. 8:08 am R€quesL,*i li'!i ue'::t [i.il!€. Asslflrl€(t i (:r ;nspe:ti;:l Type: irlspei:tisn /qraa:giip;.ddrei.t: i rrrJd{}...,tln" :i. :u'Ji '3i.n vl:{ c| Lit'; tJ L, t,i4 p{trA!(J triii:tt l)i? uAli- 81 ii FfJIdl!f 9t,1'i"l:li r)n L .+ i .: tt' J: t t li 't AlF U lntBrmaliorr 8O1..{r)d.3 'i'yre" [i-8t r!!_L:';u!:, 1y'f+ tJ': t:r: i.ff€.: \f i1ctctirosry. LOCAN F,T'',ILY TRUST R.A. ilEl$srr a A$SC};Ii\TE:. fl'; RA. NELSOIJ & p*BsoctAT',rti irj(l illh;t j ?7C.1i9.5!ii l.lEl'J SFn PW HA:r RECiE'..Gtr RF'v'CC.l6i-f rriiiHr Oi i."v,o.'r t,EiqMlf - l tit.j3:i!.i;\L Ftamrr0 il'J REGiiIRFD. F+rrrrii:lt'r-".: iLL.. recer.r*d arr,: tp.'oJovr(:- . ,.';',: I lS L SANI;T};AL RerocabrE Rlgnt ot Ws! F,nrlnti $an 'J'.lgn{!ad srhen *6rfnl1 pnr(Ec .rp. i'ut n LedBrd's tox at Cofilocv. - LflANICUAL. co{nm€ff: €,'i;'gr t{ERcltlEg FJkn, l{i.r,'!s{}t.l trL4i'ls i('i Al.l.l:-;r.xi.i.ect lAi;:f,' Af+ri i)IJARLIE - LMf'lDo\rAL Commsr{: M{-jST Sl]BMlT S rtMpE:D APPeOVE f) r}l{lYJrl l6ij frEOF,! 'rir:{r\;SE PE Filfi ALL RETAINr{G WALL9 B€T$tFEt'j tL6 FT - LqaNFgvALtbnrmenl: REUSHqT StJflMtlTEf.; qlifr FOt.rTF-f' TC' Al Lr$nxj tl'l'3 (lHR,nl.tF. 6"t.{[' r-H*f]nRD - i;lJAVf$ r:.finmen4l Mttll 3rif$rli revo(ebh fltihr"o{-?r"} i4rrnd 467s, tirkifl# tp i,€rrnltii LSA| lc4tAl- ts lstrc.hss-sls su v /\ [*PPpaUtn,g(J ' ' 'ltefli: 549-gl**|Fffii+rc Rrquestc,r: R.^. i,lEl-501v & AS$CCb4TEr^. ii,,la. 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S-f'AIFWA' I Ctt fifANtt ARDUNI- !'i I rlrlr"D,'-iu,js; Al i ; .l ;)t}{ j,l r I *S..,;i, ;l .ll*S*F#;i;fi'[u,t*s " i$(*t' i itrFi{{-1! i- i il4 ;j { 0? In$l€ctnr' .iRt\ 'V - v 'J i: rl.\-/ Afr rF.-;tur )vFt'i iomrne.,ts .lj-.l ALltrric\rF r' l!ol11: fio Bl,r:(?-sl1€e_rfor.tr t{alt ". *f.'r!r.:,+fi ., i1]/1.8'll? lr'3!{c?'i. iir$ .4<;1Jf'{;; ir'A F'rrR 1 li'.l '1FPFl*r''f4L C.{Triir€lrt:: FA&TIAL:f{D FLOOf; r:ijlY n-L:l:'::Ff F{}il f'rrt.;: US;, :?n.r,RI IISPLAYS 03 ?t CA in!$,r!r:i+;: t:.|--at i,'i$ A-i!;n "1i:' Ai)ls'.:',fi i!;mnter;:.;' Sr-r.EETi?CCt< AflFt?Cit"n F.l!: AJ.I f:YCiFT iAi-i"l:i: i-t:'Jt.i-c:!';3'0i inspecfr:u. {;i/A'4; Ai..i|\ir',. AF AapPif"/f nt:,)iltr,idr ts. SFFAGE L E'r.E r- {t.l}tdF j-l:l Td i - 0.r'lf.'G: lr'sp',erlr,t. +J LflI||ttgntJ. Sl2ll)1,*\ rt€in: ;?E SLDG-biasc" ttEm: gl BLO'g-Final 06."1-.,;*.3 lrrssq(1{'t: ..!Flhi nilJ{ri,: ijs., L}t:.tlL: L) f.oo-dt}3nts: FtiBLlt 1'!OF:Kj; LlL.i'{lEn ilRjVEWi\.'r lS.1"Uf :j ll*m: 63{} BLII)G- Ietnr ,l: i} donr S2 Fls:Tf:MP C (1 rJS/14'0? l!.'5Fei!ot: t,.. ,':li+d: ,:,i.1 f"lF:l,lil-:f-l Crynfine{al' LrdVewey trarl+'!!.1}s?'l gl3c€ rti L*I!4g.tFe 'r,gads' !': l€ f eyrrr.4 ditl4li ii:Mp c.,c FLAil,.Ni&L:,'S PtJL'-RilIt- CiO BLDCFi:'1n6i (' 'C trt.*il"t|,.i Ft utrrlaiirrn Flai, ''' AL['l.,,rv+<i '' 'i i,{8.'O'1 ln$prfic.r'r a'-, \J ttol', e.I' rf'Pr'r-11,'r n t'.ilt'Jlt'Jc\ff,f:1.:f ,;Nl-'/ I frJ.f, {',}i?.,t$f ry+hti A. lit"n rlr FAi::814,\'t{I (,o.m{.ilt#'#r\z a,,'.lrn .^r- Ft tf r:ts'-J./bL' .,4&P3'itt- A, lb'. 4? i:if- Fi-:4iir Rr-m fd: 164'i TO\^/N OF VAIL FIRE DEPARTME 75 S. FRONTAGE ROAD VAIL,CO 81657 970479-2135 VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON ]OBSITE AT ALL TIMES Job Address: Location.....: Parcel No...: Project No : ALARMPERMIT 814 POTATO PATCH DR VAIL Sl4 TJOTATO PATCH DR 21010630101.2 €Rsol-itgvQ Permit #: 402-0003 Status.. .: ISSUED Applied. . : 01,/17/2002 Issued. .: 02/22/2002 Expires. .: 08/21,/2002 OhINER I.,OGAN FAIqILY TRUST KE}flT A. LOGAI..I & VICTORIA T. 1-O VIA PARAISO E TIBI'RON CA 94920 License: CONTRACTOR THI'L ELECTRONIC SYSTEMS P O BOX 534 AVON, CO 8162 0 I-,icense z 1-L2-S APPLICANT THT'L ELECTRONIC SYSTEMS P O BOX 534 AVON, CO 4L620 L,,icense: 1l-2 - S 0!/77/2oo2 Phone: I.,OGAN TRUSTE 0L/L7 /2OO2 Phone z 97O-949-4638 0I/L7 /2OO2 Phone: 970-949-4638 Desciption: Installation of low voltage smoke detectors and panel Valuation: $2.000.00 FEE SUMMARY Elect cal---> DRB Fee----> Investigation-> will cau-_> $50. OO $0. o0 s0. 00 s3.00 Total Calculated Fees--> Additional Fees------> Total Permit Fee----> Payments-----------> $53.00 s0.00 ss3.00 953.00 TOTAL FEES-> S53. OO BALANCE DUE---_.> 90. OO Approvals:I€dm: 05600 FIRE DEPARTI,IEI{T 02/L4/2002 mvaughan Action: AP CONDITIONSOF APPROVAL DECLARATIONS I hereby acknowledge that l 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 zoninp and iubdivision iodes, design review approved, UniJorm Buildhg Code and other ordinances of the Town applicable thereto. REQTJESTS FOR INSPECTION SHALL BE MADE TWEN}'OTTR HOPSf rN ADVANCE BY TELEPHoNE AT 479-2lls FROM E:00 AM - s PM. ,/ (, ./ ' -' t Fr4/ '1 | /Y*,-'/ /Wr?r f 4 4 P h' Iro n t''si *******ltf'}'t'i***ltt++fl'ft**'l**+**ffl+a****'i*'|l***f*****'|*t****a****f+****++aa*+r**rt'i'i***aa** TOWNOFVAIL. COIORADO Stat€ment*'}**{r*tfIt+***'t*{.*aa*t*t}'}*I't't*****tt++f**t*'t*t**+****+iltt+t**+*{',}t *r,*+++IfttIif+*++tfft'+*+| Statenent, Number: R000001985 Anount,: $53.00 02/22/2OO2].1 :5? AIII PalmenE Method: Ctreck Init: LC NotaEion: *15128,/Thut Permi t No: AO2-0003 T]|per AIARM PERMIT Parcel No3 210105301012 Site Address: 814 POTATO PATCH DR VAIIJ Location: 814 POTATO PATCH DR Total feea: $53.00 This Palment : $53 . 00 Total- AIJIJ Pmt6 : $53 . o0 Balance: 50.00 aa+l+tllrafa+l*t**+***!t**tttfif+++ttitat+t+tff*tttt***+f++++attflifffttl.***tl'it++**l+++a+afaa ACCOI,JNT ITEM LIST: Account Code Descriptjon Current Pmts EP OO1OOOO31114OO TEMPOMRY POWER PERI'IITS t,lc OO1OOOO31128OO I,'JILL CALL INSPECTION FEI 50.00 3.00 NWN0Fttln 75 S. Frontage Vail, Colorado APPIJ Rd. 81657 Commercial & Residential Fire Alarm shop drawings are required at time of and mu include information listed on the Applic ^*cEprE D rF rNco M pLr1nf, fWn.- auiiainspe@ - I Ahrm PLrmit #:, - Y g7o-47g-2rg5(rnspections) rcedwithoutthis ConbLt Offrce at 97O-328-8640 oFvisit for Parcel # Parcel # (Required if no bldg. Permit # is provided above) Job Name: *Job Address:ogrq p.\*\o p.\.-\.. Legal Description ll Lot:Block: ll Filing:Subdivision: Owners Nut"tK.,..\ t Address:Phone: Engineer: - ll Address:Phone: Detailed Location of work: (i.e., floor, unit #, bldg. #) E..\,." \\o.-." Detailed description of work: I..=\NI .o^ <sf \o.,, ,..,-\\.<c Srvrsr-t \.\.-\ o,.. t oo.."\ WorkClass: wewQ') Addition( ) Remodel ( ) Repair( ) Retro-fit( ) Other( ) Typeof Bldg.: Single-family$7) Two-family( ) Multi-family( ) Commercial ( ) Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building: Does a Fire Alarm Exist: Yes ( ) tlo 0( )Does a Fire Sprinkler System Exist: Yes ( ) t'lo (* ) CoMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) Fire Alarm: $ e, o*.oo Contact and Phone #'s: 5,t.r-.., cr 5o,\.'^ 35s -9 Fire Alarm Contractor: Th*\ E\..1..^i * ** * ******* * *** * * ************* ***** ****FOR OFFICE USE ONLY*"*** *** ******** ********************* Other Fees:tlate Receivedl Occul t Group:: RECEI\, ED l rl ' .r";iJr- F :/everyone/forms/alrmperm TOWN OF VAIL FIRE DEPARTMENT(D 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2135 OV{NER LOGAN FAMIIJY TRUST KBIT A. I.,OGAN & VICTORIA T. 10 VIA PARAISO E TIBI'RON CA 94920 License: CONTRACTOR PHOSIIX FIRE PROTECTION 711 HARRISON, UNIT B L,EADVIL,L,E, CO 8 04 51- I-.,icense z 226-Yl APPLICAT.{T PHOETiIIX FIRE PROTECTION 711 HARRISON, UNIT B L,EADVILLE, CO 80461 License : 226-M Desciption: NEW SFR Valuation: $22,188.30 aaaaa,la,.aat'ltltlrtrrrraaattrrr..rrllItem: 05100 BUILDING DEPARTMENT Item: 05600 FIRE DEPARTMENT L0/L0/200L mcgee Action: AP appwd as noEed CONDITION OF APPROVAL Cond: 12 (BLDG.): FIEL,D INSPECTIONS ARE REQUIRED TO CSIECK FOR CODE COMPLIANCE. |'||||*l't|'*'.**lt*'''|||tt'tt.........,'|l,||.|t..1*1.'......'||******** DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws. and to build this according to the towns zoning and subdivision codes, design review approved" VAIL FIRE DEPARTMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 814 POTATO PATCH DR VAIL Location.....: 814 POTATO PATCH DR ParcelNo...: 210106301012 Project No : 1,0 / 05 / 200L Phone : LOGAIiI TRUSTE LO/05/200L Phone: 719-485-0188 LO/05/200I Phone: 719-486-0188 FEE SLIMMARY Mechanical-> Plan Check-> lnvestigation-> Will Call--> 5450. oo R$tuamnt Plan Review-> 911s .00 DRB Fce'----._-"'-> 90 .00 TOTAL FEES-----> s3.00 s0.00 s0.00 $5?8.00 Total Calculaled Fees-> Additional Fees-> Tolal Permit Fee--> Pa!,rnents-> BALANCE DLIE-> ?*,L F0l-0028 ISSUED l0/05/2001 t0t3v200l 04/29/2002 9578.00 s0.00 9578.00 s5?8 .00 90.00 Uniform Building Code and other ordi Town applicable thereto. It***********+:t:1.+**,1.,1.*t********+++*t+******t* ******t++++t'1.*+******,1{.***+********** ***{.****** TOWN OF VAIL, COLORADOCopy Reprinted on 07-30-2002 at 13:58:55 07/30/2002 Statement **'l* ***** **** * * * * * * * * '1. * * * * * * * * {. * * * * * * * ******f+ ****** *****{.*,}'** {. * * ** f **** l. * * * * * * * * * * * * * * * * * * * StaEement Nurnber: R00000L655 Amount: $578.00 L0/3I/2OOL09:16 AM Payment Method: Check Inits: DF Notation: CK# 102 0 Permit No : F01- 0 02I I\4>e : SPRTNIS.,ER PERMIT Parcel No: 2101053 01- 01-2 Sit.e Address: 814 POTATO PATCH DR VAIL, I,ocaTion: 814 POTATO PATCH DR Totsal Fees: 5578.00 This Pa)ment: $578.00 Total ALL, Pmts: $578.00 Balance: 50.00 f**++*+++**++* ********** **+t***+****++******+**tt+***********ri*+{.** * ** * * + * + + * ** * * * ** * * ** * * * * ACCOI,JNT ITEM LIST: Account Code Descriotion Current Pmts I,IP OO1OOOO31113OO I'IECHANICAL PERM]T FEES 460.00 PF 00100003112300 PLAN CHECK FEES 115.00 WC OO1OOOO31128OO hJILL CALL INSPECTION FEE 3.OO TOWNOFVAIL is s. rnoNr.,qcE RoAD vArL. co 81657 970-479-2138 ort"r"r oF coMMUN,rt orurror"t NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E0l-0154 JOb AddrCSS: 8I4 POTATO PATCH DR VAIL StAtUS . . . : ISSUED Location.....: 814 POTATO PATCH DR Applied ' ' : 0712312001 Parcel No...: 210106301012 Issued ' ' : o7l3ll200l projectNo : (0)ot-L8?Q Expires. .: 0112712002 Ovlt{ER LOGAN FAMILY TRUST O'l/23120Ot Phone: Kn[T A. IOGAN & VICIORIA T. LOGAN TRUSTE 10 VIA PARAISO E TIBIJRON EA 94920 L,icense: CoNIRACTOR VAI-,LEY SERVICE ELECTRICAL INOT /23/2001 Phone: 970-953-1990 VAI,I,EY HI TECH SYSTEMS 898 HWv 13, #101 CARBONDAT,E, co 8L623 License:. 292-E APPLICAIIT VA,LLEY SERVICE EI-,ECTRICAL TNOT /23/200L Phone: 970-963-1990 VALI-,EY HI TECII SYSTEMS 898 HIfY 13, *101 CARBONDALE, CO 5t623 I-,icense t 292-E Desciption: ELECTRICAL FOR TEMP POWER ONLY Valuation: $60,800.00 *l*.t|*:**:||'|.*||{||i|.i'''|||t|'|*'|||l.'.*tt*''|**'ltt...|...|l||||FEEsLMMARY**l.**l.*i.......t.''.*..t|''t..tt|tt.!t.'l'}al.tt'|ii.|..ii|'**| Electrical------> $o . oo Total Calcuhted Fees-r 953 ' 00 DRB Fe€--> 90. oo Additional Fces---> $0 ' 00 lnvc$igation-> S0 . oo Tolal P€rrnit F€e--> S53 ' 0o Will call-> 53 . oo Paynents---> Ss3 ' 00 TOTAL FEES-> 953 . OO BALAI\CE DUIE.__> SO . OO ||||It{tIrrtiII||| Aoorovals:IfEm: O6OOO EI-,ECTR]CAL DEPARTMENT 01 /24/2OOL CDAVTS Action: AP Itsem: 05500 FIRE DEPARTMEMI aa|*|*aa*a*ataaaa'aaa*'llaaaa*rataa'll CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIATCE. aattala'tt:tlaata'llatttlttaat:rrttlaaa DECLARATIONS I hoeby acknowledge that I have read this application, filled out in full the information required, completed an accuate plot plan, and state that all the information as required is cbnect. I agree to comply with the information and plot plan, to comply with all Town - ordinances and state laws, and to buitd this structure according to the towns zoning and subdivision codes, design rwiew approvd Unifomr Building Code and other ordinances of the Town applicable thereto. REerJEsrs,FoR rNsp'crroN .HALL BE MADE Twa{-FoLrR HouRs rN AD'AN.E By rE'-Ep"oro, o, f r* oR AT oLrR oFFtcE FR.M 8:00 AM - 5 pM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNE 'ltl++t'if+***l:fi'tt* * 't {' *'t**+{r*t**++*****+******'lr'}** ++tt****++ * +*f**{t*********tf**'f'ft f *'t **'t't'}{t++'* * TOWN OF VAIL, COLORADOCopy Rcprinted on 0?-31-2001 at 08:25:37 OlBll2Ml Statement It,t * {"*,}* !t{r,tr* * * *'t * * *rt** *{.*+ 't * {r *'t** *'t** ** ***'}* * {' !t'lr** t '} *:*** !t,}* *'}* *!t,}'tf **** * * {.*** +,* l' * * 'l 't*l * *** *,1',} stsatement Number: R000001150 Amount: $53.00 o7/3L/?OOLO0:25 Al{ Payment l{etshod: Check Init: DF NoEation: CHECK #021553 Permit No: 801-0154 Tgre: EITECTRICAI/ PERIIIIT Parcel No: 2101053 01012 Site Addreee: 814 POTATO PATCI{ DR VAIL Location: 814 POTATO PATCU DR Total Fees: $53.00 Ttris Payment: $SS.OO Total AIrIr Pmts: $53'00 Bal-ance: $0.00 * | | * '|!'i* t:t'ii t** i! | *'i 'i** +*** * * {r 'l tr'tt *'t,t* * * {r!t!*'f * * t,t'lt'}* * * *!*'t{' *'}* *tt{' **+*l' **** * +**** +:f * * *'}'}'}***'t* *'t:t ACCOUNT ITEM LIST: Account Code Description Current Pmts EP OO1OOOO31114OO TEMPORARY POhIER PERMITS t,'lc ()O1OO()()31128()() t^lILL CALL INSPECTION FEE 50.00 3. 00 a?-20-2a/47 LLlAAAY 94t97A4792772912 P,Ar aa*ll.atr**.**.taaiatrria***.r*FttR OFFICE USE Ollly***ir r,r..r..... " " *,*.,i. r ^ ^ Atrr......r iii cl €\ct'i ) aG- n1o oFSQ FTrN EIECTRICAT VAII'ATIOII: S i+(tnP AddEon( ) Renrodd( ) Eepah( ) T€rnepotr".\a/ O$er( ), Bffi- { ) eodr 64 Docs an EflU exbt q[ thL- bczdon: ( ) l{.tfu.hiltr( ) Comffr".ird1 I nesauant( ) ourc( ) t{o.0f Agnmoderfim uniB in thb P./trer}|on.llttnsrdqeirt ,lft.->r 1? I I I 4'lo TOWN OF VAIL 75 S.FRONTACEROAD VAIL, CO 81657 970-479-2138 oil*rrr*T oF coMMrJNrrY DEVELott NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E0l-0251 Job Address: 814 POTATO PATCH DR VAIL Status . . . : FINAL Location.....: 814 POTATO PATCH DR Applied. . : 10/29/2001 ParcelNo...: 210106301012 Issued. . : 10/3012001 ProjectNo : Expires. .: 06/1112002 ov\tNER r-,ocAll FAMrr,y TRUST t0/29/200L phone: KENT A. I,OGAIiI & VICTORIA T. LOGAN TRUSTE 10 VIA PARJAISO E TIBI'RON CA 94920 License: APPIJICANT VALLEY SERVICE EI-'ECTRICAIJ INLO/29/2OOt PhONE: 970-963-1990 VALLEY HI TECH SYSTEMS 898 HWY 13, #101 CARBOIIDAI,E, CO AL623 License z 292-E coNrRAcToR vA.T,r-,EY SERVICE ELECTRICAL TNLO/29/2O0L Phone: 970-953-L990 VAJ,I-,EY HI TECH SYSTEMS 898 HItl"Y 13, #101 CARBONDALE, CO 8T623 I'icense: 292-E Desciption: ELECTRICALFORRESIDENTIAL Valuation: $150,000.00 **:i t:l*'t **'i)t+ ar** *l Electrical-----> 5141 . oo Total Calculated F€es-> 5144 .00 DRB Fee----> $ 0 . 0o Additional Fees-------> ($3 . 00 ) lnvestigation-> $0 - 00 Total Permit Fee----> S141. o0 Will Call---> $3 . 00 Payments-----------2 5141. 00 TOTAL FEES-> $144. OO BALANCE DUE---> $0.00 Approvals:Item: 06000 ELECTRICAI DEPARTMEIflI 1,0/29/2O0L DF Actions AP ften: 05600 FIRE DEPARTMEM| r t ++t+ +* +,tr +ar *,t:t CONDITIONS OF APPROVALCond: 12 (BLDG.): FIEL,D INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IAIICE. 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 ofthe Town applicable thereto. v -FOUR HOURS lN ADVANCE BY TELEPHONE AT 479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 PM. o TWENTYREQUESTS FOR INSPECTION SHALL BE MADE SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF ** ************** *+++*+'l' *,i***'i ***** ********tt * ***f ***********t 'l**rirt'i**++***{t* * ***********+*** TOWN OF VAIL, COLORADOCopy Reprinted on 07-30-2002 at 13:56:53 07/30/2002 Statement .. f * * ** * *. +1* + ** * * * ** ** ++ t + + ++ + + * ** * +***** * * ** * *** ** * ***++*+* +*** +*** ** ** * +'l+ + * + f* * * * ** * * ** ** * Statement Number: R000001538 Amount: $141.00 LO/30/2OOLO8:29 AM Palment Method: Check Init: DF Notatsion: CK# l-o571 Permit No: 801-0251 I)rpe: ELECTRICAI, PERMIT Parcel No: 21010530L012 Site Addrees: 814 POTATO PATCH DR VAfL, Locat,ion: 814 POTATO PATCH DR Total Fees: $14L.00 This Payment: S141.00 Total ALL Pmta: S141.00 Balance: S0. O0 * * * * * * *** * f+ * t * *** * ** * * * ** * * * *****++ * * * ++ * +**+* + ** a ** * * * ** + {. * ** * * * ** * * + ++ * * * *** * *+*,1. + +* l.**+ + ACCOTJNTITEM LIST: Account Code DescriDtion Cunrent Pmts EP OO1OOOO31114OO TEMPORARY POWER PERMITS 141 .00 Dil*rrr*, oF coMMUN,t orurr#lort,TOWN OFVAiL 75 S.FRONTAGEROAD vArL, co 81657 970479"213ft NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M01{133 Job Address: 814IOTATO PATCH DR VAIL Status . . . : ISSUED Location.....: 814 POTATO PATCH DR Applied . . : 08/28/2007 Parcel No...: 210105301012 Issued . . : @/O5/2ffi1 Expires. .: O3/O5/2W2Project No : OWNER LoGAN FA.lllILY TRUST 08/28/200L Plrone: KBI{'T A. LOGAII & VreroRrA T. LoGAN,TRUSTE 10 VIA PAR,AISO E TIBURON CA 94920 License: APPIJICIITI COLORADO PIitl{BING SERVISE, r0I/2S/20Ot Phone: 970-625-0766 2335 AIRPORT ROAD RIFI,E CO 81650 L,icense r L17 -M CoNTRACToR COLoRADo PL,ttljtBING SERVICE, I08/28/200L Phone: 970-625'0766 2335 AIRPORT ROAD RIFLE CO 8l_65 0 IJicense: 1-17-M Desciption: HEATING AND C@LING OF NEW SFR Valuation: $120,000.00 Fireplace lnforrntion: Restricted: Y # of Gas Appliances: 0 # ofGas logs: 0 # of wood Peller: *rfrri FEE suMlvli{RY Mechanical-> S2,4oo . oo R€3tuarant Plan Review-> Plan Check_> 5600. oo DRB Fee----> 90 . oo Total Calculated Fees--> 93, 003 . o0 So . oo Additional Fees---.-_>90.00 lnvestlgation-> willcall->s3. oo payments_-> 53. 003 . 00 BAt r{lvcE DUE->90.00 IIEM: O51OO BUIIJDING DEPARTMB.IT O9/04/2OOL CDAVIS Action: AP Iten: 05600 FIRE DEPARTMENT CONDITION OF APPROVAL Cond: 12 (BIJDG.): FIELD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODB COMPLIAI,'ICE. Cot:rdr 22 (BLDGI.): COMBUSTTONAIR IS REQUIBED PER SEC' ?01 OF THE 199? IIMC, OR SECTION ?01- oF TrrE 1997 rMC. So . oo TOTTAL FEES-> 53, oO3 . oo Total Permit Fee--> 93, 003 . 00 DECLARATIONS I hereby aclinowledge that I have *"tlb application, filled out in full the info'lfiration 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. REQUESIS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN ADVANCE BY TELEPHONE AT479-2138 OR AT OUR OFFICE FROM 8:00 AM - 5 SIGNAruRE OF OWNER OR CO **** **itt tlf* * **tt!t't f 'it,t'l'il *l,l*llrl,lf 'lr f{"1'llr'}l* {r{r*'tl** *l*ldt{t*'tltt****f** {t't{':llt{.'tt*** af**'l****l '}* TOWNOF VAIL, COLORADO Srarernenl ** ******* * *t* ****** *****'t*t"tt|*'trt** ***** *'tt*!t*{"}**l***'l *t:l{' *'l't*****l*'l * *l'f***l*** *l**'l*l'f,*+lt* Statement Number: Ro0ooo1349 Anrount: $3,003.00 09/06/2OOloL:03 Plil Palment llleEhod: Check Init : cD Notation: 304025 Permit. No: M01-0133 TlPe: |'IECHANICAIT PERMIT Parcel No: 2101063 01012 Site AddreeE: 814 POTATO PATCII DR \/AIL Location: 814 POTATO PATCH DR Total Peee: 93,003.00 Thie Payment: $3,003.00 Total ALL PmtE: $3,003.00 Balance: $0 ,00 {r*t**t*******************'tt+*:r*****dr**a*'} *****'tdtlt*******'li' ***l*,t,}{tf**'l'l******{'* t***dt *atl+**** ACCOUNT ITEM LIST: Account Code Description Current Pmts l.lP 00100003111300 MECHANICAL PERI'llr FEES 2.400.00 PF 00100003112300 PLAN CHECK FEES 600.00 t^rc 00100003112800 MLL CALL INSPECTIoN FEE 3.00 NWNuFYtn 75 S. Frontage Rd. Vail, Colorado 81657 AppucArroorLl Nor BE AccEprED rt.?"ffi- "?R Building Permit #: Mechanical Permit #: 97 O- 47 9 - 2149 (Inspections) Permit will not be accepted without the following: Provide Mechanical Room Layout drawn to scale to include:o Mechanical Room Dimensionso Combustion Air Duc : itr#*'.,ii.# ::'& :::"T"'11TS0H CONTRACTOR INFORMATION t38 Mechanical Contractor: &,ilru/rt o Servti<lrc- Vail Reg. No.:Contact and Phone #'s: qzo"LLt-o%L COMPLETE VALUATION FOR MECHANICAL PERMIT & Materials MECHANICAL: $ lfu,aoO Conbct Assessors Office at 97O-328-86/tO or visit for Parcel # Parcel # (Required if no bldg. permit * is provided abovel too*u tt Lq"*u t4cc-el JobAddress}rc ppan Lt"t )r,'n<. Legal DescripUon Lot:Block:Filing:Subdivision: o*n"!]ltuKrrrr t-oc*t, llnadress: grc /otaop"+.t D;i lf nnone: Engineer: 4gg Address:Phoneg3- A?;_ 6z@ Detailed description of work: H**r,aa * tbotruo 0 tr ,4//,'/not WorkClass: New() Addition(y') Alteration( ) Repair( ) Other( ) Boiler Location: Interior (./) Exterior ( ) Other ( )Does an EHU exist at this location: ' Yes ( ) No ( ) Type of Bldg: Single-family (Z) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: I No. of Accommodation Units in this building: No/TypeofFirep|acesExistinq:GasApp|iances()GasLoqs()Wood/Pe||et()M Nofype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet 1 J wooa-eErfiinb{t€*lt-t-0weol Isthisaconversionfromawoodburningfireplacetoanepnpnasenaevice? Yes(/) ild/GA 7 ?nnt Tov-coftr.DEy. F3 /everyone/forms/ mechperm cF' TOWNOFVAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970479-2138 #oorrr*r oF coMMUNrrY DEVEL' ''*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT Permit #: P01-0089 Job Address: 814 POTATO PATCH DR VAIL Status . . . : ISSUED Location.....: 814 POTATO PATCH DR Applied . .: M/28/2m1 Parcel No...: 210706307012 Issued. .: 09/06/2A07 Project No : ExPires. .: 03/05/2002 OWNER LOGAN FAI!{ILY TRUST 0S/28/2O0L Phone: KEMT A. LOGAIiI & VICTORIA T. IJOGAI{ TRUSTE 10 VIA PAR,AISO E TIBURON CA 94920 License: APPIJICANI COLORA.DO PLUI.{BING SERVICE 0S/28/2OOL Phone: 970-625-0766 2335 AIRPORT ROAD RIFLE CO 81650 License: L29-P CONTRACIOR COLORADO PLIIMBING SERVICE 08/28/20Oa Phone: 970-625-0766 2335 AIRPORT ROAD RIFLE CO 816 50 License: 129-P Desciption: ALL PHASES OF PLUMBING FOR NEW SFR Valuation: $30,000.00 Fireplace Infomratiur"* Restricted: ??# of C'as Appliances: ?? # ofGas Logs: ?? # of Wood Paller Plurrrbing-> 5450. oo Reehrarant Plan Review-> Plan Check-> 5112 .5o DRB Fee.-> So. oo Total Calculated Fees---> S565 .50 So. oO Additional Fees-> Inv€tigation-> wlll call->s3.00 8At {NCE DUE->90.00 It.em: 05100 BUIIDTNG DEPARTMEMI 09/O4/2OOL CDAVIS Action: AP ITCM: 05600 FIRE DEPARTME}IT CONDMON OF APPROVAL Condr 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO OIECK FOR CODE COMPLIAIICE. DECIj,RATIONS I hereby acknowledge that I have read this applicatiort filled out in full the information required, completed .rn accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and Plot Plan, s0. o0 So,oo TOTAI- FEES-> $565.50 Total Permit Fee--> 9s55.s0 pa).ments_-_-..----> S565.50 ,."?*.ai^g to the towns zoning and suMivision codes, design review approved, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FoR INSPECTION SHALL BE MADE TWENTY-FOUR HoURs lN ADVANCE BY TELEPHoNE AT 479-2138 OR AT oUR oFFICE FRoM 8:00 AM - 5 PM, CTOR FOR HIMSELF AND OWNE f ttt *{t 'l** ***tri +'t:f 'lr* * 'l 'l {.* * *'t'l'lrt {r'}*,lr* * 'lrlrl t* f rt,l 't * * *trdrrlr* * *'t*** * +'l*{r,l' * + * + i 'l +* 'lr * t f * ** ****i *r}{r* * * * ** TOWN OF VAIL, COLOMDO Statsment *****'l'l*************rl*rl*******************'l***l*****l*********:i'}**,|'|****'lt****'|***'l**+*:il**** Statement Number: R000001347 Arnount: $565.50 09l06lzo0]-oL:01 Pll Palment Irlethod: Check Init : CD Notation: Permit No: P01-0089 Type : PIrU!,IBING PBRIIIT Parcel No: 2101053 01012 Site Ad&eee: 814 POTATO PATCI{ DR VAIL, Location: 814 POTATO PATCH DR Total Feee: $565.50 This Pa)ment: $555.50 Total AL,Lr Pmte: 9565.50 Balance: 90.00 t't*!t'|*****{r*'t*'}{r**!t't{'*t**'t't **{.:}*******'i*****l{,,t,|li*1,}+***********'t*:t+a*{rr}******************l* ACCOI.JNT ITEMLIST: Account Code Descri pti on Current ffis PF 00100003112300 PLAt'l CHECK FEES 112.50 PP OO1OOOO3I112OO PLUMBING PERMIT FEES 45O.OO t^lc 00100003112800 wlLL CALL INSPECTIoN FEE 3.00 =qfu= Building Permit #:sNwtrwwnll s? COMPLETE VALUATIOT{ FOR PLUMBIT{G PERII,IIT (labor & Materials) PLUMBING: $Qrto<) 75 S. Frcntage Rd. Vail, Colorado 81657 CONTRACTOR INFORMA , y'/url,hq &.rv,c. /rtc- Town of Vail Req. No.: Qzo-6 zt-o?L(, AsssorcOfficeat or for Pandel # Job Name: LoGt4-^/ 64a84/robAddress: fuf Po+ato ?afel )r. Legal Description Lot:Block:Filing:Subdivision: ownersName:fa€NT ue eil llAddress: gtsfrht" Alrt i,,u.Phone: Engineer: ffiS Address:Phonea - LZ| ./2rc, Detailed description of work: ,4tt l\asis ol 0/t,nr#", " WorkClass: New( ) Addition(V)' Alteration( ) Repair( ) Other( ) Type of Bldg.: Single-family ( ) Duplex ( ) Multi-family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Unils in this building: I No. of Accommodation Units in this building: ls this a conversion from a wood burning fireplace to an EPA Phase tr devbe? Yes ( ) No fA) gD F/everyone/forms/pl mbperm '01 01/09 TUE 11:35 c., ;i FAX 303 623 2262 SIARCHS-DEN\MR [! ooe Eepworth.hvhl Geobelnice! he 5020 Courty Rosd.134 Glcnwood Spring, Colorodo 8l6lfl Phoner 970.945.79tt Frr:90.945{451 hpgco@hpgcobc.lucoli oF @pv l,|AR 2 | 2001 SI'BSOIL SN'DY FOR X'OTJNDATION DESIGN PROFOSED RESII'ENCE LOT 3, BLOCK I, FOTATo PATCU. VAIL, COLORADO JOB NO. 100 84s ,--\@ Town of Vril' CFFIffiEOPY Bot- ooe/q PRSPARED FOR: KU\N LOGAI{ P.O. BOX 1710 vNL, COLORAITO tl6SE '01 I 01/09 ltB U:35 FAI 303 62 322o62 STARCf,S-DENYER r4003 IIEPWORTU - PAWLAK GEOTECHMCAL, INC. 'No'vember 30, 2000 Kcut Logatr P.O. Box 1770 Vail, Colorado 81658 Job No. 100 845 Subject Report Transmittal, Subsoil Sturly for Foundation Desigu, Proposcd Resideace, Lot 3, Block l, Potato Patch, Vail, Colorado. Dear lvtr. Logan: As requested, we have couducted a zubsoil study for the proposcd residence at the subject site. Subsurface conditions eocountered in thc erploratory boriugs drilled in thc propoaerl building area consist of about U!1q Zl4 feg.gflgpgil. verlying mqinly Ecdium den8e, ctayey ianO with scattercd roc eacouutered bencath the.clayey eand at dqths of 13 and E texf. Grouudwatgr wat eneountered in Boriag 2 at a deptb of20 fcct. The proposcd resideoce cm be'founded on spread footing placod on tbe nanual subeoils or bedrock and designed fur an allowable beariog pressurc of 2,5fl1 pof. Precautions sbould bc takcn in the desrin and constnrction to limit the potartial for : constnrctioo induceil slopc insUbility. The report which follows dessibes oru e4iloration, sumarizes our findiugs, and prescnb otu recomnendstiotrs. It is important that we provide consultation dtuhg design, and field serviccs diring constructiotrto review anit monior the irylcmcntation' of the geoFchnical recommeodadons If you have any questions regarding rhis report, pleas€ coDtact us. Siumely, : TTBPWONTTT . PAWLAK GEOTECUNICAL, INC. IZAIWFI.' 11:36 FAI 303 623 2262 STARCUS-DE}TV'ER TABLE OF CONfEI{ITI t 1 Boo4'01 01/09 I'tlE Oy 2 3 3 4 DESIGNRECOMMENDATIONS ..... ..... FOUI\tDAllONs ... r...., FOI'NDATION AND RETAINING ITALIS 4 .4 5 7 7 Et 9 l0 o c22o'01 0ll09 TUE 11:$8 FAX, 30$ 62 62 SUARCUS-DEIWER @ooa -| PT]RPOSE AI{D SCOPts OF SIUDY This repon preseats t[e resulb ofa subsoil strrdy for a proposed residcuce to be located on lot 3, titocn l, Potato Patc.b, Vail, colorado. The project site is shown on Flg. 1. The purpose of tbc smdy was to devetop recommendations for tbc foundstim desrr. Tbe study was couducti:l in accordaoce with oru agreenent for geoter.hnical elgineering seryices to Kent Logan dated Odober 16, 2000. A field exploratiol Progam consisting of exploratory borings was conducted to obtain inbrmation on subsurhce conditions. ,samples of the subsoils obtaincd duriry thc field orploradon were tcstod in thc laboratory to deumius their classificadorq conpressibility or swell and othcr eqginccriry c,haracteristics. fte resuts of thc ficld exploratioa and laboratory rcsti4g wcre analyzrdb dsvclop rccornmendcions for forndalion tpcs, dsptb and allowable prrr*ro fur the proposed buiktiag bnodatior. 'lbis rcport srmarizrcs ttre.rota obtaincd dudng eF rtrat and presents on concluiions, desigl reconmcnrtatigns and other gcotei:baical Gndteering cmsideratiins ' based on the proposed constrution aod tha subsurface conditions eocounfficd. PROPOSED CONSTRUCIION fheproposed residenpc will be a three slory strucnrrc over a garagdmcchanicrl baseneot lwol. uaderstand t[at tradhg for tbe $nrcture is propoiod to bc relativcly c:rtcnsirrc witb clfi depths q[lPie just souh of thF residcncc. wc assumc re,ladvely light to moderatc foundationloadiqgs, tlpical of tbc proposcd typc of construsti@" Ubuildi4g loadinge, locaion or gnding ptans change significrntty ti- toss descntcd above, wc should bc notified m ro'evaluarc 6c ieconnsodatiotrs couiocd in this report. '01 01/0s I'uE 11:37 FAL 303 62t 2262 SUARCSS-DETfl'ER @006 -2- . SITE CONDMONS The site was vacant and covered with about I inches of snow at thc tinc of our fibld work. Tbe gmund surface in rbe buitding area slopes moderately stccp to stc4 down to tre sorth at gad.es ,rp to "bout 38%. lho" is about 18 6 differeoce in the proposed building area. Sed sandstone bedroc.k outcrops uphill to tbc nortb'northeast ofthc si!e. Vegetation consists of scattered aspetr trees, brush, gras and weeds. cEo.Loclc cor{DmoNs Iot 3 is located on a steqil/ sloping colluviallgfu!sit. serreral tundrcd ftct up slope to rlo lodbeast is Lion's Ridge, "ffi". *, sandstons cliff. From.ts wcst dnd o.f the cliff ariitgc continrcs doyn to tbe eabt o above Lot 3. 'Numerour bouldes 8re Prcseil otr thc sEq, colluvial deposit relatively close to the cliff in Natioarl Forest propccty. Lot 3 md the colluvial slopc uphltl to fre top of rhe ridge appcrs to be Aoe of bouldcrs at the grormd surfac although therc was.somc snow cover at thc timc of our ficld wort" rwicw of the.field conditlons and regionalhazanls snrdies indicato ttat fte lot is exDosed to potertial roc.kfrll. _Ihc d{ rtopg the ulrper valley sirlc to &o Dorthcast of the lot is tbe potcotial.source area for rocldall. TIe angular boutders bclow tho c,liff ' arc probably tbc rcsult of past rockfrll. Int 3 is rnappcd as being in a modcrdc sarcrty rccldall hdzsrd mnc (Schueser and Associares, 1984). Based m tbe inficqucot and smsll size of the rocks ia the area, the scvcrity of roctfall on lnt 3 is prgDgbly- alawqlgg:__ rockfall and not directly below the rockfrll $urce. ttclprdosert construction appcan simllar to the adjacent property developmcuts aad sboulit not ilcreiase tbc odstiqg geologrc hazards to adjaceotproperties, inchrding roadways and Uility €aseneoc. potential for rocldall b causB damage to thc building proposcd on tbc lot rypcars Th!. t l.l-D Gcarrrrr r '01 01/0S TUE 11:37 FAtr. 303 62 s2 ^. - 262 STARCSS-DENVER @ ooz o -3- ( retatively low. Mitigation ttth"dr such as a catching area or uphilt buitding wallI ( reinforcemeat, rnay be inctuded in gading and building desigus to fiuther redusc the (gtentaf impact lVe shoutd review thc grading plau with respecr to the rockfall inpact as pa$ ofthe frnal dcsigl. FIEI.D EXPIORATION Tbe field exploration for the project was conducted on Noveobcr 3, 2000. Two orploratory borings were ilrilled atthe iocations showu on Frg. I to €vahnte the subsurfaco coDditi@8. The borings were advaoced with 4 in6tr diageter couinrors fligbt a'gers powered by a tack-moont,d cME-45 drilt rig, The boriq$ wcrc logged by a represeotative of Hepworth-pawlak Gcotcchnical, Inc. . sanples of the subsoils werc taken wift a 2 inch I.D. spom sarylcr. rlc sanpler was driveu into the subsoils at rrariors de&s with blows frm e 110 poud' ftamrner fauing 30 luc'he. lihis test is similar to Ee standard peneration E$ alcscrlbed by ASTIU M€eod D'15S6. - Tbe peucnation resistaoce valucs are atr idicafiotr of thg rel4ive deosity or cusistency of the subsotls and hardness of the bedrock. DepthE st wbici the sauples wcre hkeo and thle pcrctration resisrance values are shoum oa ftc Logs of E:rplomtory Boringe, Fu. 2. rhe samples wcrc returned to oru taboratory ftr review by the project mgincer atd testing. SI'Bfl'RTACT CONDTTIONII Laboratory tcstlng perfomed or sauples obtaiuc<l from tbe boringr natural moisture crjateot, density aad finer thqn saod size gradation analyses. ncdUt of swell+onsolidation Estiag perftrned onrelatirrelyundisturbod ilriro sryles of tbe o ;t tt A A------- '01 01/0S IUE 11 :$8 FAX $0$ 62 322o 82 STARCES-DE}N'ER Goos -4-t T couditions of loading and wettiqg. lte samples generally showed amioor to low. ocpansionpotential wheo weted rmder a constaut ligbt sucbrge. Thc laboratory *d"g ir r,-foarit d iuTableI. ,Ai- Free water was ercountered in Boring 2 at a lenth of 20 ftet. Ihe uppcr soils'C-/ (amdldrockmaterials.wers slighrly moistto moist. ----t D^ ilOVVrabfQ, ENGINEEruNG ANALY$S Based on geotecbnical coneidcratims, it thould bE feasible b construct t[3 prqposed resideusc oa tbe site with propcc planning and doign. Thb proposert 0 relatively decp ctrrs possibly exlending imo the groundwate will increase the risk of . consruction indlEcd slope instability. lte building foundatiooand rctai;ning uralls wiU Deed'to be designcd to resist latcral earth presnucs and surcharge loarting. IbD uptill gI T.yltcoliler very hard anil cememcd bedrock and could require rcck excarratim tecbniques, such as blrt spread foodogs b€ad4 on tte nmral soils c beorock should bc ftasible for buildi4g suPport. There coulit be Borne differeuttal settlemeat betwccn the rlifueot Uearing n8tffials. We should obscn'e frc excavatiou to evalra6 tbc suitabilily of 6o bearing n$srtals. DESICN RECOMMENDATIOI{S FOUNDATIONS Considering the subsoil cooditions eocountered in thc cryloratory borings ald . .thc nature of the propos'cil construction, we recorimend the buildiqg bc nounOce ud& spread footings bead$ ou the natural subsoib or bedrock natoriats. The design and constructio criteria presemed below should be obscrvcd fur a opread foodng fonndation systsn sribsoils, pr€sentd on Figs. 4 aad 5, indicate lo | | Ft ^-----.. '01 01/09 TIJE 11:38 : FAx 303 821582 SilARCES-DENVER @ ooe I -5- Footings placed ou the undisturbed natural subsoils or bedrock should be designed for an allowable beariqg pressure of 2,500 psf. Based on experience, we e)pest settlement of footings designeil and consrucEd as disctssed in this section witl be about I inch or less. lberc could be some additional differentirl rnovernent if the beariDg soils becmc wencd. The footings shorld have s minirrmm width of 16 indcs for continrous walls ald 2 feet for isolated pads. Exterior footings aod footiqgs beneatl rrnheated areas should be providcd with adequatc soll covcr above their bearing elwation for frost protectiotr. Placcmcat of foundations at lcast 42 inchcs bblow crcrior grade is t;"icaly uscd in tlis arca- Contiuuors foun<hrion walls sbould be reinforccd top aod bottom to qre local anomalics such as Uy assuniag anunsupportcd leugth of at least 12 fect. Founrlation walts acting as r€taiDini stuchrco should atso bc dcsigned to resist latcral earth pressures as discussed in tte nFormdation and Raaining Wallsn scsdon of this report. The topsoil ard any loosc or distruhed soils shsuld be remorcd and &€ footiag bearing level extcodcd doum to the firm nsual solb or bc&oclc. If waFr seepage is eocoudcre4 the fuoting areas sbould bo dewalaql bcforc coocreEplam. O Arepresenrativcofthe georcchnicatengineu shoulilobcerve atlfootilg er(cavalions Prior to colcrctc placeme,lrt to erraluae beariqg condirions. FOUI.I{DATION AI.TD RETAINING WAIJ,S Foundation walls and retainiqg structurcE up to abou tjl fcd hll which rc tatorally supportoil (restraincd frm novcmcut) and canbc elpcccd b rudcrgo only a 3li8ht smsuot of defles'tio! should bc designcil for e latcral eartl presnuc comgueat m thc basis of an equivaler fluid unit weight of 50 pcf for bacrfll .*rirtug ottnt on-sib soils. cantilevered raaining rtuctrres up to about 12 ftst tall wbich arE t - '01 01/09 TIIB 1l:38 FAX 30S 625 2282:o SilARCES-DENVER @ oro o -6- sdparate from the residence and can be erEecred to deflect sufEciently to mobilize the full active earth pressure conditiou should b€ designed for a lateral eartt pressure computed on the basis of aa equivalcat fluid unit weighr of 40 pcf for backfill corisisting of the on'sitc soils. Foundatiou walls uid raaining structures grearcr 6m t2 feet tall should be desigDcd for a uaiform latcral esrth prbsswe iupsf of 24 2ad tg.times tbe wall hsight in fect for the restrained csndition and active condition, rcspectvcly. Ihe backfill should not ryotain vegetatiou, tqrsoil on oversized rock. AII foundation and raaining structures shouldbe desipr{ for appropriae hydrostatic and surcharge pressues srrch as adjacent fooringsr traffiq constructiotr mat€rials md equipne,nr Tbe pressures recommended above assume dfained conditions behin.d tho walls and a horimntal bacldill surfaoe. The buildup of watcr behind a well or an upivard stoping bacldll surfacc will increase the laEral pressurc iryorcd on a foundation wall or retaining stnrcturc. An uoderrlr_ain should be provided to prwcnt hydrostatic pressure buildp behiad wallr. Bacldll should be placed in uniform lifts and colnpacted to &r lEsst 90% of tbe nariruE sbnatad Proctor deBsity at amoisture content sligbtly above opdinun- Backfill inpavenrent and valkway areas sbould be compacted to at lrut 95*i of rhi lniuimun stqndard Proctor densrty. care shoutd be taken not to ovcrcoqact ths . backfill or use largc equipmcm aear thc wall, shc€ ftis could carue exccsslve lzr8l. prcssurc on tbe wall. Uc ' exPeae4 evea if tbe alaterial is'placed conectly, aod could result b distrcss to facilitiEE eonshrctcd on ths bacldll. Thc latcral resistance of forrndation or rcaidng unu footiDgs will bs a comblaation of tho sliiliag resistancc of thc footi"g oa the foundation rnaterials and( ,, . passirc eartbpresir#Codgainst the side of the footing. Resisuncc to suding et thr bottons of thc footiugs csir be calculated bascd on a'coeffici€nt of aisdm of 0.,m. hcsivc gressurc of gonpas'ted baclfilt against tle sidcs of the footiqgs can be caloilEtcd uing au equivaleat flaif, unit weight of 3fi1 psf. lte cocfficieqt of Aiction and passivc prcs8ure values recoomended abovc asntme uldmate soll strength. Suitsblc facto$ of safety should be included in the desiga to limir thc strain which wilt occur at tbc t '0M/0e TIJE 11:3s FAtr 30$ 623f62 -7- ultimate streng&, paxticularly in the case of passive resistaffc. Fill placcd against thc sides of the footings to resist lateml loaals should be compacted to at lcast 95 % of fre naxinur! shndard Proaor density at a moistue contcnt near optimrm. FLOORSI.ABS The natural on+ite soits, exclusive of topsoil, are suitable to support {g[tly loaded slabon-grade construction. ftere could be soori potential for glab heave if tls mbgrade soils were to become weted but the risk appean relatively lsw. To feduce the effects of some diffErential movemeDt, floor slabs should be separatsd from all beadng walls and columns with cxpansion jolats which allow unrestraiDed vertical movemed,. Floor slab control joifis should be useil to reduce rtamagc duc to ehinkage cracking. Tbe requhemens forjoiut spactsg and s}rb reinfurcmcm shouldbo esbblished by the designet based on experiacc aatt the ineuded skb rue. I mininrum 4 inchlaycr of Ac+drainiug gravel shouldbeptacert beueath basemen lcvel slaba o frcilihte drainage. This narerhl'should corisist of miuus 2 iach aggregato witb at least 50fli retaincd on thc No. 4 sieve atrd less tban 2% passing the No. 200 eicvc: ' Nl fill materials for support of floor slabs should be compacted to at lcast 9596 of naximum standsd Proctor density at a moisture coDtent near optimum. Rpqubcd fill cao consist of the on-site soils devoid of vegetation, tqlsoil and ovcrsized rock .TJNDER.DRAIN SYSTEM Frpc wata was e,ncountercd at a depth of 20 ffi in the uphill buildiag arca and it has been our experience that tbc watcr level can rise or local perched groundwarer can develop during timcs of heavy prccipitatim or seasonal nraoff. Frozoo ground dnri{ spriug runoff caq crearc a percbed conditim. We recommend belo*gradc constructio!, such as retaining walls, oawlspace and basement arcas, bo lnotcded aom rrettiag and hy<hostatic pressue bullilup by an underdrain systsm. Thc draiDs sDould consist of rhairylpe placerl io the bottom of tbe wall bacldll rurroundcd abovt the invert lerret witb tedraiuing granular ndcriat. Ttc &ai[ should beplaced at cach lwel of excaraioa and a least I foot below lowest adJaccor @orrSTARCBS-DET{VER o -v '01 01/09 TUE 11:$9 FAI S03 0Z I 2242 o SUARCES-DENYER t{luLz .8- firisb grade and sloped 4g l minirnurn l% to a zuibble gravrty outlec. Fre+draining Sranuiar material.used in the underdrain system should contain tess than 2% passing the No. 200 sieve, less tbrn 50% pas$rng thc No. 4 sieve and have a ma:rirrm sizc of 2 inches. the draiu gravel bacldll should be at least tk t"r-dary'. ,SITE GRADING There is a risk of conskustioa-iuduced stope instability at the site firc to the proposed exteosive orts and possib@undwater seepage. we have aot performed a fomal slope stability analysis of thc site. The recommendations prescdcd below aro based on oru prwioru experienpe in the area nnd [e intmded for preliminary rlesip purPoses. Teryorary cub ! to abou 15 feer deeo in thc clayey sard soils aad abovc tbc ,steepa aud deecr.cuts shcndil bc waluated on a iite qpecitc basis and could requhe Embankment filts shoutd'bc limitr{ to about 12 feet deep and be compactcd b at least 95% of thc maximum Proctor density ncar opimum noisnrc coilcnt. Prior to fill placoeat, the srbgradc should bc carefully prqarcd by renorring all vegetation ard top,soil and cmpactiag to.9096 staDdard nbctor O'eosity. Ine fll ahould ' slopes may be neceesary. If seeagc is eocormtrreil in permancnt cuts, a+ invcstigation shorld be conducteil to determine lf the scepage will ddversely afbct fro sut sirbiltty. This office should review site gra{ing plans for the project prior to consuustio& SIIRFACE DRAINAGE . lte ftllowing rlraiuage precautions should be obserrred duing ctiaemrctioo and Eaintain€d u all tirnes after the residence has beeo conplctcd: to at least I horizlntrl to I vertical or flat&r. tr_legch$j4C the porriols of the hillside cxceedins 20 a Permanent unretained cut ald filI slopes should be graded at 2 borizontrl to / t verticat or flater and protected against crosibn by revegetation or othcr mcals. Ibe- risk of slope instablity w.iII be inseased if seepage is encoutered in suts and flrfres s 2282 o '01 01/00 TUE 11:40 FAI 30S 62 9- Iaundation ofthe for:ndation excavatiotrs aad uoderslab areas should bc avoidcd dudng constructioD. Exterior baclfill should be adjusted to neaf, optimum moisnuo md compacted to at least 95% of tbe Esximm standard Proctor dcnsity in pav€m€Dt and slab areas ald to at lea$ 9O% of thc uraxirun mandad Proctor density in landscape rcas, fte groud sudace surromding thc cxterior of tbe building shsuld be sloped to drain away ftom tbc foiradation in dl directions. Wo recormeod a midmum slope of 12 inches in th.e frst 10 fect in uryaved areas and g minimurrr slopc of 3 inchca in tbc first 10 feet in parrcd arcas, Free-draiuiqg wall backfiil should bc capped rvith abolt 2 ftct of thc. on-sitc soils to reduce surface watcr infiltation. Roof downspouts srd &alns should discharge well beyond tbe linin of all bacttrU. LIMITATIONS Thir study bas beetr conducted in accordance with g€ocrally acccpd georcchnical ougitrB€cbg principles and practices h this area at ttrir timc. Wo oa&e no warraffy eitter raicsscil or irylied. Thc csrchrsions and recomcodations submtE t in this reput are based upon the data obtsitrFd fron tbe exploratory borings ddld d the locatims indicatod oa FU. 1, tbc proposod type of constnrction rnrl oor io tbe arca. gss findings iucludo interpolation and emapolation of tte subsurhcc coDditi@E ideotified at trc c,xploratory bodngs aod varistionr in tc slrbsurftce conditisns may not becomp evident until excavation is perforncd. If conditioos elpouut€red duri4g constuCion'alpear diftrent frmtbosc ilcsqibed in this reput, we shsuld be ootlfied so thal r+analuatiou of tte reconmendations nry be nadc. This rcport has becaprepared fu tts exclusiw usc by our clicof ftr dcsign purpos€s. Sre are not responsiblc for tec,baical inrerpreations by otlcro of our informatiou. As thepoject svohr€s, wc should yrovide cominued consultation anil field SXARCBS-DE}IVR llgolr r) 2) 3) 4) o '01 01/09 TUE 11:40 FAI 303 62 SUARCES-DET{VBR - t0- services ftring constuction t0 review and monitor the implerneatation of ou recommendations, and.to veri$ tbat thc recomerdations havs been appropriatcly iuterpreted. Significanr desip c,hanges may reguirc additional analysls or modifications to the recomnenditions presented herciu. Wc recommend orsite obsdratioa of excavations and foundation bearing strata ard testiDg of structral fill by a rqresentative of the geotechnical eogiDcEr. Sircerely, HEP$rtORfiI -PAWLAK lordyZ, Radewedby: I 226 o o o fuA Stwcnl. Pawlal( P-8. lzl,llartt ce Segerberg Mayhew Ar&it€ds - Joo Lubach Sc,hmircecr and Associarcs, 19E4, Roqan &uiiy -Twn ofVail: Prcprod fu tte TocE of Vail. r4 014 '01 01/09 TLJB 11:{r F,ltr 50J 6ZJ 2262 JIAKUIIJ -U!;N Y!;K --. -l -f- I -l - 8?00 8690 8680 670, 50 l- -.,.2, BoRINGtrTfrT 2(H-P GECIrECH, JOB r{O. 197 173) 8580 1 f,Of 3 / / Il- A"*-ro ,/ / /t-T**\ \__J >--1< a PROPERry B@IDARIES EGAIE: t ON OF' E FI'ORAITORY BORIIGS1.00 845 '01 o1l09 TUE t1:41 FAI J03 82s 2262 BORTNG 1 ELE\I.= 86781 8580 STARCSS-DBNVEN,[D ore JJoIh 1 Eo..1 IJa Bd ts r,oo F. I 50 l6 llC=9 . ? . DF125 -2O0zt? 50/9 ?lC=8.8 D8133 -200=33 FI.OOR TI,EIIAOICET 50/10 BORIIIG 2 ELrE!\r. = 8661 ' t6l2:I LTIW .VlCr9.9 DD=125 -200=41 18/12 tlC=15 .6IIILlz1 -200c?1 50/1 8590 867s 85?0 ol 8550 855.8.8, GARN'E 8555 8550 rlP f( 8554 .8' Notrr E:plenatioB of qanbolc lc Eho$:r oa Fig. 3- 85{s IPGS OF EXPLORAIT'ORY BORIIIGS100 845 '01 01/09 TLIE 11:41 FA.tr $03 82s 2282 SilARCIS-DE}I\IER ts 017 LEGEI{ID: ToPSoI[; san4r silty ctay, orgaBicr moist, brown' sAltD (se)r clayey, €cattered-rock fragmenter,eoo€ "1nry cfaY 13Y-"T:-+,-^- Boring 2, neiliinq-dense, slighEly moisE to noisEr red, lor,t plasflclEy ll'nes' SIITTSToNE/SANDSTqNE.BDRocK; hard to vety hard' sliEhEly Doists, red' ,lelalively ua4teturbed drlve s;rll)ler 2-incb I.D. califor:nil I'inor sarPlc. Drive sailrrle blow count,- indicates that 39 blows.o-t a^1{0 poutd bam:t 39/U f;liirrSlt-in"bei ,ero iequiredl Eo drive the california earqfler LZ iaches. o,l2 --- - Free wator ia borisgr arrd nuobcr of dayr after &i11iag rteaeuracot was D.da. + Deptsb at wlricb boring, cgved whelr cbecked ou Novenber l'5r 2000. II(IEEE: 1. E:<ploratory borinEs yrere drtl.led on No\r€EDhr 3, 2000 rritb a 4-hcb dlar!€ter conEinuous flighl lohtelr auger. ffi H F .Locations of eqlloratory borirgs.iterr meaFuled approxJ:uEaly lrm features sho!flr on the rLtc pln:r prorridcd. 3. Elevatsio11c of erq)].oraEory boriugr wers obcaiacd b11 interlnliUlon bctwno coBtq|rrs oa the eiuc plan lrovldsd. 4- Th€ ergtloratory bori-ug locat,ions and elevatlone slrould' bo concidcrcd aceurate- orrry i-o cu" a"i""-" Gri.a ry tbc uetbod uged' 5. Ileo 1i:rct bettrecce uatserials sborro oo the eeqrloratsory bortlg Logr reSrcrot thc aglrroxi:nate boundarie6 betwe€gn roaterid. types and, trsreigionr nay b€ gla&rr'l' 6. water lengl readlngs shown on thC loga were-nadc at tbc time arrd uadcr thc-' iiafef"i|f"af."f"a.-ii"&u"tfoa ir-wauer lgvel pgy ocerlt wlth tLr3. ?. Laboratory tertlag Rcnrltr: lfC=WatcrContcot (t) DD r Dry Dqrity ( Ff ) -200 = Perc€qt paseil:g No. 200 al'eve. IJEGEND AlilD NOTES100 845 '01 01/09 TUE 11:12 FAI 305 629 2282 STARCBS-DENVER 1.0 10 nPPLmO PRESSITRE - kcf 1.0 10 APP',IED PRESSI'RE - ICTT E org f tro.Ao 5 P!t I co,,tooo H 0 c, 0.1 100 q\ * to,Ao E6 FH I no.r{oooLsEo C, 0.1 FloisBure ConEeot = 9.7 l)€:rqest Pry Derreity = L25 p€rcent Sarq:le of : Clayery sand wltb GraveI Froo: BorLngr 1 at 9 Fcet I nxlaasion uiroBwctting !{oisturc C@hcDt g 8.8 PcrcqrB Dry Deurity :r 133 trlercoE Sarryle of:Clayey sand. witb Gravelfq: Eorlner 1 at 14 Frct I trl N \ -l Erpanrion ulxrll ilcrcLug SWEIJT CONSOLIDATXON TB9I RESITL,T$ 100 Ul UI/ UU IUltr .ll: {6 tA.A' dUO 9a.t aagz 0'.1 1.0 10 APPLIED PRESSI]RE - tsf 1.0 10 APEIJIED PRE8SIIR,E - ktf * co aaokaeo U 0.1 100 tO do4il d u' I E ooo B 5 c, MoisEure Corrt eot = 9.9 percsot DrY Derrsity = L25 percent Sarplr of :Clayey sand From:BoriaE 2 aE 4 Fcah' -l 'No moveneuts uPoll vteEting tioisturc coort,elet = 15-5 Srarcot Dry DcnsiEy = l'zr. pencel grtsrlc oESanQz Clay Fr.n:Boring2rt9E'rqts --.\ \ Erfifinsl@ ulrsn rdettlDg 100 845 S!0ELI, CONSOLIIIATION EEST BBSIII,TS 100 v 'ul ullut IU!; lr:42 !'AI J0:, 6z:t 2262 SUARCf,S-DENVER @oeoo iB) sl CII oo ciz coo l) G (9 E 3 cFu) !lEg; NEI eI g Questions? al" Planning Staff at 47g-2L38 T0l4'tr1 APPLICATION FOR DESIGN REVIEW APPROVAL GENEML INFORMATION This application is for any project requiring Design Review approval. Any project requiring design revhw must receive Design Rwiew approval prior to submitting for a building permit. For specfic information, see the submittal requirements for the particular appncval that is requested, The application cannot be accepted until all the required information is submitted. The project may also need to be reviewed by the Town Council and/or the Planning and Environmental Commission. Design Review Board approval expires one year after final approval unless a building permit is issued and construction is started. A. DESCRIffiON OFTHE REQU6T:Final Review - New Construction LOCATION OF PROPOSAL: LOT: 3 BLOCK:FILING: Vail Potato Patch pHySICALADDRESS: 817 Potato Patch Vail Colorado B, c. D. E. F. G. PARCEL #:(Contact Eagle Co. Assessors Office at 970-328-8640 for parcel #) ZONING: Primary / Secondary NAMEOFOWNER(S): Kent and Vicki Logan MAIUNGADDRESS: 770 Potato Patch (PO Box 1770)Vail. Co 81658 PHONE:(970) 476-LL70 owl{ER(S) STGNATURE( NAME OF APPLICANT: Segerberg Mayhew & Associates, Architects MAISNGADDRESS: 1617 Wazee St C2. Denver co 80202 TYPE OF REVIEW AND FEE:)CX Neur Construction - $200 Construction of a new building'tr Addition -$50 Includes any addition where square footage is added to any residential or commercial building. D Minor Alteration - 320 Includes minor changes to buildings and site improvements, such as, reroofing, painting, window additions, landscaping, fencs and retaining walls, etc, DRB fees are to be paid at the time of submittal. Later, when appVing for a building permiL please identify the accurate valuation of the project. The Town of Vail will adjust the fee according to the project \6luation. PLEASE SUBMIT THIS APPLICATION, ALL SUBMITTAT REQUIREMENTS AND THE FEE TO THE DEPARTMENT OF COMMUNITY DEVELOPMENT' 7s sourH FRoNTAGE ROAD, VAIL COTORADO 81657. H, PHoNE: (303) 623-3355 n EcE r vED NoY i 3 2fi0