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Home My WebLink About100 E Meadow Dr reroofa, ,-t)Design Review Board ACTION FORM Deparunent of Community Da/elopment 75 South Frontage Road, Vail, Colorado 81657 tel: 970.479.21$ faxl 970.479.2452 web: www.ci.vail.co,us Proiect Name: Vail Village Inn DRB Numben DR8030161 PrcJect Descripdon: reroof same for same Participants: OWNER .JAMM LTD 05/19/2003 Phone: o/o JOSEF SIAUFER 1OO E MEADOW DR #31 VAIL CO 81657 License: APPUCANT VailVillage Plaza condo Ass05/19/2003 Phone; 143 East Meadow Dr #360 Vail 81657 License: ProjectAddress: 1fl)EMEADOWDRVAIL Location: l43EMeadowDr tegal Deecdption: Lot Blodc subdivlsion: VAIL VILLAGE P|-AZA coNDo Parcel Number: 210108256001 Comments: Class A rated cedar shakes BOARD/STAFF ACTION lr{odon By: Acton: SIAFFAPR Seoond By:Vote: Date of Apprcvalt 0I3U2003 Conditions: Cond:8 (Pl-AN)r No changes to these plans may be made without the written consent of Town of Vail staff and/or the appropriate review commiEee(s), Cond: 0 (P|-AN): DRB approval does not constitute a permit for building. Please consult with Town of Vail Building personnel prior to onstruction activiUes' Cond: CON0006009 Repair and replacing with sare for same cedar shakes. Class A rated as requircd by the Fire Dept. Planner: Allison Ochs DRB Fee Paid: +250.00 ,r*ffi Application for Design Review Department of Community Development 75 South Frontage Road, Vail, Colorado 81657 tel: 970.179.2L39 taxi 970'479,2452 web: www.ci,vail.co.us General InformaUon: All projects requiring design review mu* receive approval prior to submitting a building permit applicadon. Please refer to the submittat requirements for the particulai approval that is requested. An application for Design Re/iew cannot be accepted untii all required information is receVed by the Community Development Department.. The project may alsb need to be reviewed by the Town Council and/or the Planning and Environmental Commission' bElign rc"ie* approval lapses unless a bulldlng permit ls issued and oonstruction commence3 within one year of the apprcval. Description of the Request: Physical Address; parcel No.: 2 totosz5;,cp t - o3'1 (Contact Eagle Co. Assessor at 97&328-8640 for parcel no.) Zoning: Name(s) of Owner(s): Mailing Addresst t,/3 (asr r'1s Vo.,- co 6lrri7 Phone: 1?zl\ 't7b 'oG3 xS owner(s) Signature(s): Name of Applicant: Mailing Address: E-mail Address: Phone: Fax: Type of Review and Fee: tr Signstr Conceptual Review tr New ConstructionD Addition E! Minor Alteration (multi-family/commercial) tr Minor Alteration (si ngle-family/d uplex) E Changes to Approved Plans g Separation Request $50 Plus $1,00 per square foot of total sign area. No Fee $650 For construction of a new buitding or demo/rebuild' $3OO For an addition where square footage is added to any residential or commercial building (includes 250 additions & interior conversions)' $250 For minor changes to buildings and site improvements, such as,- reroofing, painting, window additions, landscaping, fencei and retaining walls, etc. $20 For minor changes to buildlngs and site improvements, such as, reroofing, painting, window additions, landscaping, fences and retaining walls, etc.$20 For rsrisions to plans already approved by Planning Staff or the Design Review Board. No Fee f DRB No.: I, (print name) description) JOII{T PROPERTY OWNER WRITTEN APPROVAT LETTER , a joint owner of propefi located at (address/legal provide this letter as written approval of the plans dated which have been submitted to the Town of Vail Community Development Department for the proposed improvements to be completed atthe address noted above. I understand thatthe proposed improvements include: I further understaM that minor modiflcations may be made to the plans over the course of the review process to ensure compliance with the Town's applicable codes and regulations. IItfr'l tq':z(Date) ./ Page 2 of LZl02l07llz ****+**,t*{r*'}l*'l***{r*,*,}'l*{.******'l'*|*t 't** * * * * * * ** * *'t* * rt *:* *'} * * * {r't* *'t*** * * '* * * I {. * * *t {.'t*,1* *{.,t** t{r't TOWN OF VAIL, COLORADOCopy Reprinted on 05-19-2003 at 15:20:lX 05t19/2003 Statement * * 'tr rt***** * ** ** * l*'|,|*r't**t ***** 'rt * *** *** * * **,t** **** * {.*t} *** {. * ****** t** *rt *t *'t * *t****'}'f****'}r.** Statement Number: R030004014 Amount: $250.00 05/19/2OO3O3:18 PM Palment Method: Check vail village plaza Init: DF Notation: check # 5?48 Perrnit No: Parcel No3 Site Addrees : LoCatiOn: This Palment.: DRBo 3 0151 210108256001 1OO E ME.ADOW DR 143 E Meadow Dr $2s0.00 Type: DRB-Minor Alt, Comm/MuLti VAII, Total Fees: Tota1 AIrIJ PmtE : Balance: Current Pmts 250.00 $2s0. oo $2s0. oo $0.00 ** **i'i * * t *****l**'| ** * * * ** *!*'l f,* ** **** * * * ** +*** ** *** *'it**{.* *r {.****'l'} **+* *'l'f ** 'l.r**,1* ****+ +**t+ ** ACCOUNT ITEM LIST: Account Code DR 00100003112200 Descri pti on DESIGN REVIEI,I FEES RECEIPT - 'Ire Torr of Vril 543t2 RECETVED FROM Policefgpipt Numbers-,_r\iW !'l-l Permit Numbcrs tpy ?AID- cash-chec kL-.'1 + d CHEMCO - Application tnsftions for Class A Shakes fh,i natid|rdtn s.ft hrAdsrlo! Page I of2 SHAKES & SHINGLI. Shake & Shingle-Ap Appllcatlon Instructi . Class A Shake Syst' . class-A $hingle* SJ-_€. Class BIC Sh.pke Sy . Class_B/C S.hingLe S . Care & Maittenanpr . Long:T€Im Ftr-e- P.ro! aod N-E$INE"R 2151 . Wnd Resistance. Hail Resi-slance.Insulation VaUe. lc-B,-o_ listirs. CA State Fire Ma"rsl . CA Hea,lth and S,e{e ' Fr'esueotllt-As'le!-Q. Technical Questionr . Wananty LUMBER, PLYWOOI. Ext€dor LUmbej:ABt. c_e-d a r _sidins ABp]jc_,. Exlerior Plrypod AF . Fire Prgteclion. Fresuently Asted-Q. Wananty GENERAL. Environmentally Frie . MatedalSafety Pata. Glossary of Teshnic . AllVidea -Cl.tBs. Web Site Map Applying Fire Retardant Cedar Shakes As A Class "A" Roof Covering System CHEMCO treated wood shakes labeled "Class B" may be insblled ovet 114 inch (6mm) thick Dens-Deck Roof Board, manufactured by Georgia-Pacifi c Corporation. The Dens-Deck board is fastened either to 1 inch (25mm) by 4 inch (102mm) spaced sheathing ot 112 inch (13mm) plywood with exterior glue which shall be installed in accordance with the applicable code. Dens- Deck board requires a minimum of four fasteners per board to avoid panel shifting. Dens-Deck Roof board may be substituted with a minimum seventy-two pound mineral surface fiberglass cap sheet fastened to either 1 inch (25mm) by 4 inch (102mm) spaced sheathing or 112 inch (1 3 mm) plywood with exterior glue. lf installed on spaced sheathing, the horizontal joints of the Dens- Deck must meet on the solid nailing surface. The mineral-surfaced cap sheet is installed mineral-surface side up with 2" (51mm) ovedaps on sides and ends, and attached with sufficient number of fasteners to hold the sheet in place prior to installation of the shakes. Dens-Deck Roof Board and mineral surfiaced fiberglass cap sheet must bear the label of a quality control agency accredited by ICBO ES. lf installed on spaced sheathing, the horizontal overlap must meet on the solid nailing surfiace. (See figure A) Roof Pltch and Exposure Handsplit shakes should be used on roofs where the slope or pitch is sufficient to insure good drainage. Minimum recommended pitch is 1/6th ot 4-in-12 (4" vertical rise for each 12" horizontal run. Maximum recommended weather exposure is 10" fur 24" shakes. Roof Applicatlon Along the eave line, a 36" wide strip of Type 30 roofing felt is laid over the sheathing. The beginning or stiarter course atthe eave line should be doubled. Aftereach course of shakes is applied, an 18" wide strip of Type 30 roofing felt is laid over the top portion or the shakes extending onto the sheathing, with the bottom edge of the blt positioned at a distance above the butt equal to twice the weather exposure. FastenelE http ://www.chemco.org/pdffi leVshakea. html 06/09n003 CHFMCO - Application lnrOtion, for Class A Shakes Hot dipped zinc coated nails or stainless steel stiaples are re@mmended. However, any U.B.C. approved conosion resistant fasteners can be used. Use two for each shake, placing them approximately 1" from each edge, and high enough to be covered an inch or two by the succeeding @urse. Fasteners should be long enough to penetrate at least 1" or throughout the sheathing. Valleys, Hipe and Ridges The roof valley flashing shall be provided of not less than No. 28 gauge pre-painted baked enamel metal applied over an underlayment of not less than Type 15 blt. The metal shall extend at least 11 inches from the centerline each way. Hips and ridges can be site- fabricated, or factory-formed hip and ridge units can be used. Weather exposure should be the same as that used in applying shakes in the fteld of the rool and nails should be of sufficient length (usually 8d) to firmly attach the hip and ridge shakes to the underlying sheathing. Flashing and counter-flashing should be applied as illustrated. WARNING: Both raw and fire retardant treated cedar products contain a level of trannic acid that can cause conosion to unprotected metals and concrete surEces. Pre-painted galvanized or pre-painted aluminum gutters are recommended. Initial water runoff over both raw and fire retiardant cedar can cause staining. A low- pressure wash of the roof immediately after application is recommended. CHEMCO is not responsible for any direct or indirect damages caused by water runoff. Page 2 of2 Glick on image for k picturc & capUon. CHEMCO Inc. . P.O. Box 875. Ferndale, WA 98248' Phone - 360.366.3500'Ft 360.366.3831 http ://www.chemco.org/pdffi leVshakea' html 0610912003 \ :td; !!' -.) c)3 v.'ZLJ o^o -.t6 :it! 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