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Home My WebLink AboutPRJ07-0234 ASB07-0022 LEGAL. rtrn is n sEFltG Fp( NL !,ggs ffi,V Ar9. 21 EEn l-ligEilt ?L R rc-E rv tE AUG 0 3 m0g rowN glyst Itrffi,4qrDrltt Affil ('ast-f'-"f Prosirco, Inc. a ?.O. lor l?t rfi|E r nDca co t003r'01to (to]rrlcfior Alryurt'2o,Zoffi W.-(Id7L TaCufu r&@l$cobtlnr Ard r&D@ ?-O.l;trllrP 'Aaon CO3t6:d' ns hd rdr nododc rOrt r pdd & rentlYrl sd Effid otrq rrap* brn partndrd. Ad&!fl: l8E.elfiFtt ttal,OO f&aibi g Friil; sisty *t llqrfi* sr bl!'{17, ftdiuryodm rol ab mdnrhg rrr dmr h fu iasd fio6 lpilffic tdt llc rto o .* Et r&dlid b cPAT criicd Smrf frr mlldr d ne in i r. Ail neillr (crtailnCbtlb CIFiS# ryaff) w P - -sflLr $ ,et tb AIiE2RA n'*t"a* oO lloF il.* o.ot fr'ar gar tr of ri,r fuftd haomfbdqlraq IrtoB Tt r fi crpt dh*w *ttr f,ocn drwrcit ,0f, heeoF . Frr?rs r EFfi-$Fff }E. 'ZBffi Alr+ a 8? lL'tHflt e Proairoo, Inc-' i*lbctr Frfl il !dW-nq,*Fir'3'1h' -^. FtlU 12 'OtG!f,f-FScltid'l-rI'' f8ltl nl Efro'nddf 3'S -f$lF ?r Clfilc.lsq,o*frfrFr-5r Frs A . .ltBcecrtdrr'r*' :E t'l E- Xtlll ?1 O.ffifted* FSIF tl oill{ftofrbFll[ t:t OSf fted& F31D ?4 0.06tud&llll flt' o.Srlboddt fni, osfteof& .r4ri fiM'llEfrytertoift idlltff, ffidDrA&+€*r* c Adilorffi TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S.FRONTAGEROAD VAIL, CO 81657 970479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit # 808-0072 Project# -T1tjo 1r o{ 3'f Job Address: 288 BRIDGE ST VAIL Status ' ' . : ISSUED Location.......: RUCKSACK BUILDING Applied .. ' : 04107/2008 ParcelNo....: 2llrl8244o03 Iiiued.. ': -Dst2g/mat_ ttlllllE Expires.....: ll/16/2008 owNER ROSENQUTST,RTCHARD N. - BROW 04/07/20Oe - SELBY, CHARIJES 385 CI,AYTON ST DENVER co 80206-4228 APPLICANT HTGHL,AND BUILDERS CORPORATIO 04/07/2008 Phone: (7\9) 499-9248 2598 Palmer Park BIvd. Colorado Springs co 80909 License:208-A CoNTRACTOR HTGHLAND BUTT,DERS CORPORATTO 04/07/2OO8 Phonez (7!9) 499-9248 2598 Palmer Park Blvd. Colorado Springs co 80909 License:208-A Desciption: CORE AND SHELL FOR NEW SECOND FLOOR RESIDENNAL CONDO AND GROI.'ND FLOOR RETAIL SPACES IN THE BRIDCE STREET BUILDING (FORMER RUCKSACK) Occupancy: mixed Type Conshuction: VA Valuation: 1,348,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 * t a'r *:ri *:t *,t a*ll t r 'l:l * r:r:i *,r 't a**a* tlt* Building-----> 96,8?8.9s R€stuannl Plan Revi€w--> S0.OO Total Calculsted Fees-> 939,159.27 Plan check---> 54,41L.32 Recreation Fee-------> $o.oo Additional Fees----'> 184'917'2s Investigation> go.Oo TOTAL FEES----> 139,L59.21 Total Permit Fc€---'---> L24'076.52 Wifl Call--.-+ 54 . oo Pqments-----> L24 ' 075 's2 BAI"{NCE DUE___> 90. 00 r *,t l + a + * a+ 'r r' * r *r r Approvals:Item: 05100 BUIL,DING DEPARTMEIfT o4/2L/2oog cgunion Action: CR corrections required. sent comments to applicant and architect r : \cdev\csRrs\pERMrr . CoMMENTS\807 - 0 3 0 ? \B0 7 - 0 3 0 7 . Doc os/or/2ool cgunion review comments sent Action: CR second check F: \cdev\cltRrs\ PERMTT. CoMMENTS \Bo I - o 0 72 \80I - o072 . secondcheckDoc . Doc 05/05/2008 cgunion Action: AP CORRECTED PLANS DATED 5/I/O8 II/1-4/2OO9 cgunion Action: AP P]-,AN SETS DATED TL/I /O8 Item: 05400 PLANNING DEPARTMENT o4/1-5/2oog sdh Action: AP Approved, with additional conditions placed on issuance of permit. tL/1"4/2008 RLF REVISIONS Actj-on: AP APPRoVED :-L/1'4/oB Item: 05600 FIRE DEPARTMENT o5/og/2oo! mcgee Action: AP Fire sprinkler and fire alarm permits and plans required. Item: 05500 PUBI-.,IC WORKS 05/73/2008 csalli Action: AP See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknorvledge that I have and state that all the information Town ordinances and state laws, approved, International Building read this application, filled out in full the infi leted an accurate plot plan, as required is correct. I agree to comply with the information and ly with all and to build this structure according to the towns zoning and subdivision and Residential Codes and other ordinances ofthe Town applicable REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS 8:00 AM . 4 PM. TURE OF OWNER O ANDOWNER APPROVED REVISED, APPROVED REVISED AT 479-2149 OR AT OUR :}******'F{.'t.'}.l.***+********+*'t****'},|.,t.*'|.'f{.*!N.'{.'t1.1.**+,|.t**'}******{.'t*****+{.*************'t,i.*{.***,}**'}||.|.'|.********* CONDITIONS OF APPROVAL Permit #: 808-0072 as of 11-17-2008 Status: ISSUED ,t*t 't,t,t * * :i {. :} {. * * 'l ,1. * * * * {. 'i * ,1. ,f * {. * {. :} {. :* * '1. :* + * :} ,t Permit Type: ADDiALT COMM BUILD PERMT Applied: 04/0'l/2008 Applicant: HIGHLANDBUILDERSCORPORATION Issued: 0512012008 (719) 499-9248 To Expire: 11116/2008 Job Address: 288 BRIDGE ST VAIL Location: RUCKSACKBUILDING ParcelNo: 210108244003 Description: CORE AND SI{ELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND GROUND FLOOR RETAIL SPACES IN THE BRIDGE STREET BUILDING (FORMER RUCKSACK) * *:** *:*,i** *{.**:t*** *** ** '}*!* * ****** * ** *'t *++:}!* ****ltconditions.,}**!t *,1. ** ****t '** * *{.** * *:t** '}*'N****** *{'* *** ** *** * t 'l' Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: l2 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE, Cond: CON0009897 The Developer shall submit executed agreements for encroachment, shoring and/or temporary access on, over, under or across adjacent properties. Such agreements shall be executed by and between the developer and the adjacent property owners, inclusive of the Town of Vail, prior to issuance of a building permit, for any and all improvements, temporary access or disturbance proposed off of Parcels 1, 2, 3, and 4; parts of Lots C and D, Vail Village First Filing. Cond: CON0009957 SEPERATE PERMITS WILL BE REQURED FOR FUTURE RETAIL SPACES 204.207 AND FINISH OF FUTURE SECOND FLOOR RESIDENTI-AL LTNIT. THIS BUILDING PERMIT IS FOR CORE AND SHELL ONLY, Cond: CON0009958 SPECIAL INSPECTION REPORTS REQUIRED PER STATEMENTOF SPECIAL INSPECTION, SEE PLANS Cond:CON0009972 Fire alarm permit required ErtW: 05/0912008 By: mcgee Action: AP Entry: 05/0912008 By: mcgee Action: AP Cond: CON0009973 Fire sprinkler permit required. Cond: CON0010455 COMPLETE FIRESTOPPING PACKAGE TO BE SUBMITTED AS A DEFFERED SUBMITTAL ITEM SEE ARCHITECTS RESPONSE TO PLAN CHECK COMMENTS Cond: CON0010457 TTIE APPLICA}..IT SHALL REPLACE E)OSTING ROOF OVER RESIDENTTAL AND ON TOWER WTTI{ DAVINCI SHAKE AS APPROVED BY TI{E DRB I.'NLESS FI.JTI,JRE DRB APPROVAL IS RECEryED FORA CHANGE TO MATERIALS. Cond: CON0010458 TTIE APPLICANT SHALL REPLACE ALL RAILINGS ON OR ADJACENT TO TIIE EAST ELEVATION WTTH WOOD RAILING TO MATCH EXISTING RAILING. Cond: CON0010459 NO CONSTRUCTION MAY ENCROACH OVER THE PROPERTY LINES * * * *+* * *** * * *** * * + I iff*****|l* * ** +***** ** * * ***'t'l {r*'l'l*aaa**f*** * * * * * t ***tlt**aaaaaataa* * | '}l**i TOWNOFVAIL, COLORADO Statem€nt f t t** *r*r**ttt* * t't * * * *ta$tt**tt't I **f +tr i | *ttt:til' *t*t***a*ttt***** * * *lllll**********l* I f 'i** rl Statement Nunber ! Ro8ooo2196 Anount: $1,045.Oo l7/I7/200810:31 All Palment Method: Check Init: RLF Notation: 1315 highland builders PETMi! NO : BO 8 - O O 72 T14>C : ADD,/AI,T C1cMM BUILD PERMT ParceL No: 2101-082-4400-3 Site Address: 288 BRIDGE ST VAIIJ IJocabion: RUCKSACK BUIITDING . Total FeeE: L24,076'52 Thia PaymenC: $1,045.00 Totaf AL,,IJ Pnte: L24,o76 '52Balance: $0 ' 00 **{ ****+*******a*aat*t I t* | *t*taa*t***a****iata* *** * i t*'ta*'t******** *tt*t'i***** * ****'t,t* * *****t ACCOI.JNT ITEM LIST: Account Code Description Current Pmts EL 11000003113300, C HOUSTNG FEE IN IJrEU PF 00100003112300 pr.^AN CHECK FEES uT 11000003106000 usE TAJ( 4t 26,760.0O L, 045 , o0 -26,150.00 Transmittal Form Revision Submittals:1. "Field Set" of approved plans MUST accompany revisions2. No further inspections will be performed until the revisions are approved & the permit is re-issued. 3. Fees for reviewing revisions are $55.00 per hour (2 hour minimum), and are due upon issuance. 4(tfi tA n .-/ aU atn&g,t bi-Description / List of Changes: Contact Information Company: company Ph: 71- t{99-?LV%Fax:17L-+?st Building $ Plumbing $ Electrical $ Mechanical $ Fire Sprinkler/Alarm $ Total $ (Use additional sheet if necessary) conracrPh: Zf qZZ-?AYg cuu 5t*.,^-" Town of Vail Contractor Registration ignature (required) Revised ADDITIONAL Valuations (Labor & Materials) (DO NOT include original valuation) il Nov 06 2000 TOWN OF VAIL Date Received: l-\'ntl l'ri1;1i,fi. ,\1.\. ,\rr'lr iri(rf \\ lliiinr I l)it,r'r'<,..'\ri itilt:, I I v-sor r i )r,,ri LIr rti, f )i rr:i.t,'r,:l'\rahik'rlur(:l i'.ailr) t lt.|rAii. (-iflrr " r\'lan;,:{t'r November 13, 2008 Chris Cunion, Building Plans Examiner Department of Community Development Town of Vail Music Festival 75 S. Frontage Rd. Vail, CO 81657 ntact erce,Archi 'l{)iii, t.ri| '.i9. R,r;rri. s'riri'(1. '.V,ril. i.l,,i,a.r. jr; :tl r,l :' lr',i;:.1:i,.()j.1:l I (;-'i ! ,:]i 4ir!)l [.: ia:l ],.1:.) !.li iiri c h rt(l( i!..i(!t1l u]'\'r', ...::;.Iir-||iI.i 1:.., , tiir FRITZLEN PIERCE ARCHITECTS VAIL, COLORAOO Wz-0tr1l Town of Vail I|FFICE CIIPY Re: Pfan Review Comments (based on plans submitted 11106108) Building Permit # 808-0072 2BSBridge Street Chris, Thanks for the opportunity to review your commenb, above referenced, with you and Martin this morning. Attached are responses and revisions to the plans per our discussions' Our responses to your comments are in red lettering following your commenl The plan revisions include responses to comments from Rachel Friede, dated 1'l/1Ol0B. Please note that per our discussion this morning we are still considering options for reproofing the existing roof surfaces that remain, the to*er and Unit R-3. We will mal<e a selection of roofing produJts based on roof slope, Class A rating, and existing construction of these roofs. We will make application to Design Review you approval of thepproval ofthe ploducB selected any questions. l NOv 14 1008 TOWN OF VAIL TOHI{ffiT/|II. Depfunent of @tnmunity Derclopment Building Saaty and Insrydion Se,vies 75 tuuth Frcnhge Rnd Vail, Colondo 81657 9704n-2138 FAX 970-4n-2452 www.wilgov,om BUITDING SAFETY AND INSPECTION SERVICES PI.AI{ REVIEW COMMET{TS: Building permit plan rcvisions submitted lLlOOlOS TO:Contractor/Aoolicant Highland Builders Mark Hallenbeck Architect Bill Pierce proj#0721 4 Chris Gunion, Building Plans Examiner rtl12108 808-0072 Jeff Selby 288 Bridge Street mixed VA 3 10101 s.f. FAX/Email #: mark@highlandbuilders.com bill@vailarchitects.com NUIIBER, OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUIIIBER OF STORIES: BUILDING AREA: The documents submitted for this project dated 1U06/08 have been reviewed for compliance with the 2003 International Building Code,2003 International ResidentialCode, 2003International MechanicalCode, 2003International FuelGas Code, 2003International Plumbing Code, 2003 International Energy ConseruaUon Code and 2008 National ElectricalCode as modified and adopted by the Town of Vail. The following@rnmenvwill ndtu beaddrcsd prtorb issuaneof a building permit: For processing:e Please submit three complete sets of revised construction documents containing the reQuested information with all plan revision items clouded or otherwise identified. Partial Dlan sets or loose olan sheets are not acepted. e Please respond in writing to each comment bv marking the attached list or creaUng a response letter. Indicate which plan sheet. detail. specification. or calculation shows the requested information. Please send revisions to the attention of the olans examiner with the building permit application number noted. o Please be sure to include on the resubmittal the engineer's or architect's "wet" stamo, signature, registration number and date on the cover page of any structural calcrJlations. all structural details and structural sheets of the plans. For commercial or multi-familv projects all sheets of the olans must be stamoed. EG EIVE N(]v 14 2008 TOWN OF VAIL 10 11 Please coordinate plan resubmittal with any Planning or Fire Department comments. Architectural Comments: Inctu6e reference to all Sf detail sheets on the full size plans. Provide a section cut or other detail reference on the appropriate plan sheet. See attached aeiiil manuit. sx Oetails are rcfercnced on Sheets 31, Sa 53, 54, and 56. These ptans are stamped by architect to reference architectural details only. Include complete firestopping details for all pipes, conduits, cables and other items penetrating.fire resistive assemblies. This wis to be a deffered item from the original plan review and has not been submitted. IBC 703 Contracbr will provide design installation and certification of penetration prcEction by licensed engineer for eaclr penetration of membrane assembly. Revise sheet X001 to indicate Ure correct occupancy type for the second floor on the code floor plans sheets and the code summary spreadsheet. Plans show reference to R occupanry' This space has changed to M occupancy. See rcvised sheetXO0l; Revised b Business group B Revise all exit and occupant load numbers on 2/X001 and 3/X001. Second level and first level plans are incorrect. Coordinate with the X0ll spreadsheet' IBC table 1004.1.2 See rcvised sheet XOOU Load number rcvised per XO01 spreadsheet. Revise sheet X001 to indicate the area on the adjacent nofth egress easement at the new exterior exit stairway is non-buildable, or provide fire barrier at the nofth property line per IBC 706 and 602 See revised sheetX(Xll; Noed as non-buildable Complete the code summary on sheet AOOO to indicate the mechanical, plumbing and electrical codes to indicate the current codes as adopted by Town of Vail. See cover page for list of those codes. See revised sheet AO00 Revise sheet A200 to show the accessible route to storage room 102. IBC 1104 Accessibility not required by IBC LLO4.4 exception 1. Include construction details including handrails for new stair from retail 207 to storage 102. Clearly indicate on plans as new stair. IBC 1009 See revised notes on stair; Sheet A2OO Clariff note on existing stairway into hall l0! 94'-9" from landing 100' level that indicates UP. See reYised sheetA201 Revise plans to show wall type identification tags on all new walls. Multiple sheets. See Revised Sheets A2OO, AzOt, A2O2 Revise sheet A201 and A202 to clariff lines shown in the void space between this building and the A&D building behind the gate, Thls spae is occupied by emergency exit route for A&D Building per agrcement between owners of both properties. Stairs indicated are not supported by A&D Building Revise plans for the new east exterior stairway to comply with IBC 1009.5'2. See rcvised sheet 2/A704 t2 13 Revise sheet 4201to show the accessible route to retailspace 205' See Revised Sheet A2O1 14 Revise sheet 4201 to show handrails on the stairway from Bridge Street to retail space 205. See Revised Sheet A201 15 Revise sheet A201 to show t hour wall type identification tags on the mechanical shaft at the left of grid line 5. See revised wall tag and structural refierene, sheet A201; Reference revised wall type W9 Sheet A8O1 16 Revise A201 section reference at the existing bathroom and trash room area. Section reference text is not complete. See revised section referenoe, sheet A201 17 Revise A201 to indicate wall type construction for the trash room walls. t hour fire barrier construction is required within'5' of the property line. IBC table 602. A parapet wall is required per IBC 704.11 See revised wall tag sheet A2O1; Refercnce revised wall type W9 Sheet ASO1 18 Revise finish landing level at the exterior stair door from retail 206. Landing shall be at the same elevation per IBC 1008.1.4. sheet A201 One inclr drop to g16erior deck surfae approved by Martin Haeberle tt lLSlOB 19 Revise A201 to clearly dimension the east stair widths and the stairs and landings. Reference A703 details. IBC 1009 Se€ A7O3 for details. 20 Revise A2O1 to indicate the east stair riser height and tread depths. Reference A703 details. IBC 1009 See sheet A703 and AgO3.1 for detalls. 21 Revise sheet A202 finish deck elevations. The landing elevations shall be the same as the interior floor. IBC 1008,1.4 One inch drop to e:<terior deck surface approved by Martin Haeberle LLlLSlOg 22 Coordinate location of deck adjacent to the north of the elevator sheet A202. Structural plans do not match. See revised structural plans sheet 53 23 Revise sheet A202 to show handrails and speciff riser height and tread depths at the stairways in the rear deck spa area. See revised sheetA202 24 Revise sheet A202 to speciff stair width, riser height and tread deptrs at the east stair. Also reference appropriate stair details or sections. See A703 for details. 25 Revise sheet A202 to indicate to provide safety glazing at all existing windows within 50" of the new spa, IBC ch. 24 Spa ls not Induded in prcject 26 Show compliance with IBC 3109,4 for the spa enclosure or safety cover. Sheet A202 Spa is not included in prcject 27 Revise sheet A203 to speciff stair width, riser height and tread depths at the east stair. Also reference appropriate stair details or sections. See sheet A7O3 and A3O3.1 for details. 28 Revise A203 to provide a minimum 36" width at the new deck access to the existing nofth deck area. IBC 1003,3.4 Rebuild to cunent condition 29 Revise A204 to provide a section at $e roof overhang where shown at the north propefi line . adjacent to elevator, This roof are has changed from the original plan. Show compliance with IBC 704.tt Roof overhang shown within property line.Contractor to submit ILC 30 Revise sheet A303 to indicate the proposed finish grade. See Revised Sheet A303.1 31 Revise east elevation to correspond with the second floor deck plan. Sheet A303 shows deck railing to grid line G, Revision referene is noted on elevation 32 Coordinate LIATOL with the A201 floor plans at the trash room area. Plans do not match' see revised detail uA7o1 33 Revise A704 handrail extension detail to comply with ANSI 117.1. The extension is Shown incorrectly' See revised detai,l2l A7O4 34 Revise A802 to indicate the appropriate t hour roof/ceiling assembly detail' The UL details referenced appear to be for beams. See revised sheet A8O2 for note rcference 35 Revise A802 east deck section. This detail appears to be no longer relevant. Detail UA802 is void. 36 Revise 6/A803 to show t hour assembly on the roof beam per the approprlate fire resisuve assembly listing. Detail 6/A303 is revised to Include 5/8Inch Type X beam wrap. 37 Include the t hour roof/ceiling detail on sheet A804 construction assembly details. See revised sheetA/8o4 38 Revise detail A807 to provide a minimum 30" parapet above the roof deck per IBC 704.Lt' Show the property line location on this section. Construction may not encroach onto the adjacent properlry. bi revised detail per discussion with Martin Haeberle lUtUOa, Reference Sheet A8O7 and rcvised structrral SK-20 39 Reference detailA/807 on the floor plans sheets. See sheeE A2O1 and A7O3 Structural Comments: +O Cooidinate second level deck north of elevator with architectural plans. Sheet 53 shows fufther encroachment to the nofth propefi line, See revlsed structural plans, Sheet 53 41 Coordinate roof overhang location with architectural plans at the roof adjacent to the elevator where shown at the north property line, Encroachment onto adjacent property is not permitted. Roof overhang shown within property line.Contracbr b submit ILC Plumbing Comments: 42 Revise plumbing plans to show the revised architectural background floor plans. Plans were rcvised. 43 Include a second floor core/shell plumbing plan. Plumbing pipelines were revised and they arc rcuted thmugh the oeiling of the first level now (see note #2) reftrring to a riser on P1.1 wherc those pipes are valved and capped for tenant finish continuation. The 4" sanitary sewer is also rcuted in the ceiling of 1* level and oonnected b the existing sewer riser in the shaft. I exbnded the note #l b indicate it more clearty. This is why we removed 2d level plan. Detailed sewer routing is indicated on Enant tinish plans foi nltz Carlton on P2.0 plan. The general note #2 calls for fire rabd sealants on all piping peietrating fire rated assemblles. Mechanical Comments: 44 Revise sheet M2.0 to provtOe smoke/fire dampers at duct peneFations into the t hour vertical shaft. IBC 716.5.3.1 Missing damperc added. 45 Revise M3.2 where snowmelt work is shown on the adjacent north property. Encroachment on the adjacent property is not approved Snowmett zone #9 removed. See Snowmelt schedule on M1.1 and revised floor plan M3.2. 46 Revise mechanical plans to show the revised architectural background floor plans' Plans rcvised. 47 include plans for any relocation or alteration of the existing exhaust ducts or HVAC ducts from the basement restaurant space that have been effected by the remodel. All fiesh air and exhaust from remodeled rcstaurant is now roubd into the shafL Paftial Boiter Room Geiling HVAC plan on M2.O andicates connection points (see plan note #1) and a note -T in Ql capped for loe's deli- on the partial plan for exhaust. We added a note (see note #2O) that the contracbr remodeling the restaurant shall verify and provide fire dampers on ductwork penetratng from boiler room to Joe's Deli if rcquired as per youroomment#4 Electrical Comments: 48 Revise electrical plans to show the revised architectural background floor plans. Multiple sheets Plans revised. Please r€fer to the cover sheet for InformaUon on resubmltting plans. In order to avoid delays in lssuance of a permlt, please chedr f rcquested inforrnation ls included wlth the rcsubmitted plans. Please submlt revlsed plans as a compleb sGt, Partlal plan resubmlttals wlll not be reviewed. F:\cdev\CHRIS\PERMIT.COMMENTS\808-0072\808-0072.revlsions. DOC ; rr-L z 3ia)f.\J,l c\.1 sr >Oz. FI DD p*lh* oqs'F q'xffi"i :: FG *,,? u} , \t- \':., ,' , ti- E tl-,$ \ J\ ,"1 rY'=\J'*M*,.,. [J*til G$ N \ C\lN'\] N\Jr\l \\\\ -) x \ N\\\ lll t'*?" Vfrl )x, t\ \ nl X \\'J\ lir \\ \.- 1r.lNNT\ \n V\JN\ N \N \''J lr{.n\\)\lt ct\IlJ r.\ \lr.{N \ N) Ji- I:5+T\.N\ Ftr,!{r)t], 5 5 gE 3836-(- c- >. 0) SSFE E ax6-E o90!'-- *5€ P 8 U E5g+ETg€t5EE s F. )so) s F. =Cf a w8-ffTZ 11-14-2008 PL/,N CIIECK COMMETITS - 3 DETAILBOOK FOR 288 BRIDCE STREET DETAILS AREREFERENCED ON SIIEETS 51, 52, 53, 54, AND 56 Town of Vall OFFIGE COPY t\ tni a IEflVT5 14 2008 OF VAIL llf |e6llnl ts \z lu1 lll Noy TOWN HH : E ,] ';. 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The documents submitted for this project dated 11/06/08 have been reviewed for compliance with the 2003International Building Code, 2003International ResidentialCode, 2003International Mechanical Code, 2003International FuelGas Code, 2003International Plumbing Code, 2003 International Energy Conservation Code and 2008 National Electrical Code as modified and adopted by the Town of Vail. The following commenB will ned to be addressd prior b issuane of a building permit: For processing: o Please submit three complete sets of revised construction documents containing the requested information with all olan revision items clouded or otherwise identified. Partial plan sets or loose plan sheets are not accepted. o Please respond in writing to each comment bv marking the attached list or creating a response letter. Indicate which olan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. r Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations. all structural details and structural sheets of the plans. For commercial or multi-family projects all sheets of the plans must be stamoed. bcr/Li €n9ln6r-ft0! ltg. I{3 o. .noodcl, dlva wite -3P0 cr@iao(l *ropprg c€rh'E €1. edqqdo 01667 9rc,/476-21m C}€CKED BY ^L Please coordinate plan resubmittal with any Planning or Fire Department comments. Arch itectu ra I Com ments:1 Include reference to all SK detail sheets on the full size plans. Provide a section cut or other detail reference on the appropriate plan sheet, 2 Include complete firestopping details for all pipes, conduib, cables and other items penetrating fire resistive assemblies, This was to be a deffered item from the original plan review and has not been submitted. IBC 703 3 Revise sheet X001 to indicate the correct occupancy type for the second floor on the code floor plans sheels and the code summary spreadsheet. Plans show reference to R occupancy. This space has changed to M occupancy. 4 Revise all exit and occupant load numbers on 2/X001 and 3/X001. Second level and first level plans are incorrect. Coordinate with the X011 spreadsheet. IBC table 1004.1.2 5 Revise sheet X001 to indicate the area on the adjacent nofth egress easement at the new exterior exit stairway is non-buildable, or provide fire barrier at the nofth propefi line per IBC 706 and 602 6 Complete the code summary on sheet A000 to indicate the mechanical, plumbing and electrical codes to indicate the current codes as adopted by Town of Vail. See cover page for list of those codes. 7 Revise sheet A200 to show the accessible route to storage room 102. IBC 1104 *- 8 Include construction details including handrails for new stair from retail 207 to storage 102. Clearly indicate on plans as new stair. IBC 1009 9 Clarifo note on existing stairway into hall 10194'-9" from landing 100'level that indicates UP 10 Revise plans to show wall type identification tags on all new walls. Multiple sheets. 11 Revise sheet A201 and A202 to clarify lines shown in the void space between this building and the A&D building behind the gate. 12 Revise plans for the new east exterior stain /ay to comply with IBC 1009.5.2, 13 Revise sheet 4201 to show the accessible route to retail space 205. 14 Revise sheet A201 to show handrails on the stairway from Bridge Street to retail space 205. 15 Revise sheet A201 to show t hour wall type identification tags on the mechanical shaft at the left of grid line 5. 16 Revise A201 section reference at the existing bathroom and trash room area. Section reference text is not complete. 17 Revise 4201 to indicate wall type construction for the trash room walls. t hour fire barrier construction is required within 5'of the property line. IBC table 602. A parapet wall is required per IBC 704.11 18 Revise finish landing level at the exterior stair door from retail 206. Landing shall be at the same elevation per IBC 1008.1.4. sheet 4201 19 Revise A201 to clearly dimension the east stair widths and the stairs and landings. Reference A703 details. IBC 1009 20 Revise A201 to indicate the east stair riser height and tread depths. Reference A703 details. IBC 1009 21 Revise sheet A202 finish deck elevations. The landing elevations shall be the same as the interior floor. IBC 1008.1.4 22 Coordinate location of deck adjacent to the north of the elevator sheet A202. Structural plans do not match. 23 Revise sheet A202 to show handrails and speciff riser height and tread depths at the stairways in the rear deck spa area. 24 Revise sheet A202 to specifo stair width, riser height and tread depths at the east stair. Also reference appropriate stair details or sections. 25 Revise sheet 4202 to indicate to provide safety glazing at all existing windows within 60" of the new spa. IBC ch. 24 26 Show compliance with IBC 3109.4 for the spa enclosure or safety cover, Sheet A202 27 Revise sheet A203 to specify stair width, riser height and tread depths at the east stair. Also reference appropriate stair details or sections, 28 Revise A203 to provide a minimum 36" width at the new deck access to the existing north deck area. IBC 1003,3.4 29 Revise A204 to provide a section at the roof overhang where shown at the north propefi line adjacent to elevator. This roof are has changed from the original plan. Show compliance with IBC 704.L| 30 Revise sheet A303 to indicate the proposed finish grade. 31 Revise east elevation to correspond with the second floor deck plan. Sheet A303 shows deck railing to grid line G. 32 Coordinate tlA70t with the A201 floor plans at the trash room area. Plans do not match. 33 Revise A704 handrail extension detail to comply with ANSI 117.1. The extension is shown incorrectly, 34 Revise A802 to indicate the appropriate t hour roof/ceiling assembly detail. The UL details referenced appear to be for beams. 35 Revise A802 east deck section, This detail appears to be no longer relevant. 36 Revise 6/4803 to show t hour assembly on the roof beam per the appropriate fire resistive assembly listing. 37 Include the I hour roof/ceiling detail on sheet A804 construction assembly details. 38 Revise detail A807 to provide a minimum 30" parapet above the roof deck per IBC 704.tt. Show the property line location on this section. Construction may not encroach onto the adjacent propefi. 39 Reference detailA/807 on the floor plans sheets. Structural Comments: 40 Coordinate second level deck nofth of elevator with architectural plans, Sheet 53 shows further encroachment to the north property line. 41 Coordinate roof overhang location with architectural plans at the roof adjacent to the elevator where shown at the nofth property line, Encroachment onto adjacent property is not permitted, Plumbino C,omments: 42 Revise plumbing plans to show the revised architectural background floor plans. 43 Include a second floor core/shell plumbing plan. Mechanical Comments: 44 Revise sheet M2.0 to provide smoke/fire dampers at duct penetrations into the t hour veftical shaft. IBC 716.5.3.1 45 Revise M3.2 where snowmelt work is shown on the adjacent nofth properly. Encroachment on the adjacent property is not approved 46 Revise mechanical plans to show the revised architectural background floor plans. 47 Include plans for any relocation or alteration of the existing exhaust ducts or HVAC ducts from the basement restaurant space that have been effected by the remodel. Electrical Comments: 48 Revise electrical plans to show the revised architectural background floor plans. Multiple sheets Please rcfer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check gll rcquested information is included with the resubmitted plans. Please submit revlsed plans as a complete set, Partial plan rcsubmittals will not be reviewed, F :\cdev\CHRIS\PERMIT. COMMENTS\808-0072\808-0072.revisions. DOC lynn I ritll(,n. AlA. A(:hiti'(.1 \,Villi.rm I Pi('(1,, Ar(.hitcr t I ysrnr l)(,i)r(luli, DirLr l,,t Lri Ar(.hll{,(.1(r(l Krlhv Iloslin8a, Olli(r \1'niF|r November 6,2OOB Chris Cunnion Building Plans Examiner Town of Vail 75 South Frontage Road Vail, Colorado 81567 FRITZLEN PIERCE ARCHITECTS VAIL, COLOMDO TOWI,! Ot: BAB-anL Re: 288 Bridge Stree! AKA The Rucksack Core & Shell plan clarifications Dear Chris: Enclosed please find three sets of revised and updated plans for 288 Bridge Street. We have addressed several issues including: . All possible future changes to the existing residential units have been deleted from these plans. Any futu re changes will be addressed in separate permit issuances if and when they occur. r All structural plans have been updated, including a series of 81/z x 11 sketches that have been identified on the plans. Second floor framing plans now indicate the correct final design and construction. r All architectural floor plans have been u pdated for consistency and to reflect actual conditions and include a series of8 % x 11 sketches that have been identified on the plans. . All architectural elevations have been updated for consistency and to reflect actual conditions. o The site plan has been updated to reflect actual conditions. . The east stairway has been completely redesigned and is shown in plan and elevation conectly. In addition, mechanical, electrical and plumbing plans for the base building have been u pdated and the backgrounds updated. We have included sprinkler plans in your sets understanding that stamped copies have also been provided. Fire alarm plans are included- Rachel Friede has approved the Change to Approved Plans submitted eadier and has released us to submit this application along with applications for the several tenant finish permib. Sincerelv."-^la&' Tyson Deardr|ff 1{)5ll |allfidgi' R,,ad, 9u l(: C 1 , Vall, ( lr,Irraclo lJl (r57 P. 1t70.17(t 6 j4) lr (17(r.1iir.4(ttl'1 ! : irt()(?!.rrl,l|fhite-{:15.r.'.rnl \\.v\'\!.!i i la r(.h i lc(.1 s.{,)rl ^, F ff COMcheck Software Version 3.5.3 I t/ I Envelope Compliance G -.J2003 tEcc Report Date: 1081/08 Data filename: P:\Cunent Projeds\27838 - Eridge Slre€t Building\Calculations\Mechanical\080228 - comcheck.cck Section 1: Project Information Poject Type: Addltlon Project Title : Bridge Street Construction Site: Bridge Sheet Vail. CO 81658 Section 2: General Information Building Location (for weslhsr data): Climato Zone: H6ating Degr€€ Days (base 65 d€gr€es F): Cooling Deg]€e Days (bass 65 dogr€es F): Vertical Glazing / Wall Area Pct.: AcrMry Tvpe(s) Retail Salss, Wholesale Showroom Offce Corddor, Restoom, Support Area Roslauranl Town of Vail OFFIO5 OOPY %,5-001L Owner/Agent: Vail, Golorado 15 92/t84 100h Oesigner/Contractor: Jake PeteFon AEC 40801 US Hwy 6 and 24 SuitB 214 Eagle Vail, CO 81620 970-74&8520 jake@aoc-vail.com Floor Arsa 4057 395 773 775 Section 3: Requirements Ghecklist Gllmate€peclfl c Requlrements: Component l{ama/Delcrlptlon Grosa Ar.a Cavlty or Perlmeter R-Value Cont. Propor€d Budgot R-Value U+actor Ufac-tor afl roof: Ail-W@d Joist/Raf,er/Truss 4985 47.O afl waffs: Wood Frame, Any Spacing 4327 21.O afl windofls: Wood Frame:Double Pan6, Cl6ar, SHGC 0.60, PF 1.50 462 wood doors: Solid 195 slitling doors: Glass, qear, SHGC 0.60, PF 1.50 250 Basemsnt Wall 1: Solid Concrele or Masonry > 8', Funing: Wood, 2970 21.0 Wall Hl 10.0, Dopth B.G. 0.0 all olher floors: All-Wood JoisuTruss bas€ment floor: Slab-On-Grade:Unheated 48/3 30.0 0.0 0.033 0.040 270 0.0 0.023 0.045 0.0 0.062 0.064 0.360 0.520 0.300 0.108 0.300 0.520 0.0 0.081 0.087 (a) Budgsl U-factoB are used for softwar€ bas€line calculations ONLY, and are nol code requirements. Air Leakage, Gomponent Gertlfication, and Vapor Retarder Requlrcment$: E 1. All loints and penetralions are caulked, gasketed or cover€d wilh a moisture vapor-permeable vyrapping matedal installod in accordance wilh the manufacture/s insLallation instruc-lions. Project Titls: Bddg€ Street Report date: 10/31/08 Data filoname: P:\Cunenl Proisclsu7838 - Bridge Strs€t Building\Calculations\M6chanical\080228 - comcheck.cck Page I of 6 E 2. Wndows, doors, and skylights cedified as meoting leakag€ requirsments. E 3. Componont R-valuos & U-faclors lab€led as certifisd. E 4. Insulation installed according to manufaclurefs instruG'tions, in substantial contact with tho surface being insulatsd, and in a manner lhal achievos lhe ratod R-value wilhout compressing the insulation. E 5. Stair, elevalor shaft vents, and other dampeE integral to the building envelope are equippod with molorizod damp6rs. E 6. Cargo doors and loading dock doors are wealher sealed. E 7. Rec€ssed lighting fixtures are: (i) Type lC raled and sealed or gaskeled; or (ii) installed inside an apprcpriate air-tight assembly wilh a 0.5 indt cloarancs from combustibls malerials and with 3 inches clearancs from insulalion malerial. E 8. Building entrance doors havs a vostibule and equipped with closing devic€s. Excepfions: Building enbances with revoving doors. Door6 that open directly from a space less than 3000 sq. ft. in area. E 9. Vapor retarder installed. Section 4: Compliance Statement Comqbnce Statemenl.' Tho propos€d envelope design r€presenl€d in lhis docum€nt is consist€nt with the building plans, sp€cificaiions and other calculations submittod with this permit application. Th€ proposed envelope system has been dssigned to me€t the 2003 IECC requirements in CoMciocr( Vsrsion 3.5.3 and to comply with the mandatory requiremsnts in the Requirements Checklist. lLUc. E.l*^lso^ Name - Tide Project Notes: Addition of residential Io-Et-o& Date part on second floor and dsing roof on retails. ProFct'l-ille: Bddge Str6€t R€port date: 10131/08 Datra filenam8: P:\Cuneni Projocls\27838 - Bridge Slroet Euilding\Calculations\Mechanical\080228 - comcheck.cck Page 2 ot 6 COMcheck Software Version 3.5.3 Designer/Contractor: Jaka Peterson AEC 40801 US Hwy 6 and 24 Suite 214 Eagle Vail, CO 81620 97V74&.8520 jake@aec-vail.com Building Location (for weather data): Climate Zone: Heating Degree Days (base 65 degrees F): Cooling Degree Days (bas€ 65 degrees F): Vall, Colorado t5 921/84 Mechanical Gompliance Certificate 2003 rEcc Report Date: 1oB1/08 Data filename: P:\Cunent Proiects\27838 - Bridge Strset Buitding\Cal@lations\Medanical\080228 - comcheck.cck Section 1: Pr{ect Information POect Type: Addition Project Title : Bridge Street Construction Site: Bridge Street Vail, CO 81658 Owner/Agent: Section 2: General Information Section 3: Mechanical Systems List Ou.niltv System Type & D€cdption 2 Planl 1: Heating: Hot Water Boil6r, Capacity >=600 kBtu/h, Gas 2 Storage Water Heator 1: Servico Water Heatsr w,l Circulation Pump Section 4: Requirements Ghecklist Requlrements Speclfic To: Plant I : D 1. Equipment minimum effciency: Boiler Thermal Effciency >= 75yo 61 B 2. Newly purchased heating oquipment moets lhe effciency requirements - used equipment musl meel S0o/o Et @ maximum capacity D 3. Sysl€ms wi$l mulliple boilers have automatic controls capable of sequencing boiler op€ration E 4. Hydronic heating systems comprised of a single boiler and >500 kBtl/h input dssign capacity includs €ithsr a multistaged or modulating bumer Requirements Speclfic To: Storage Water Heater I : E 1. f-in. pipe insulation on circulation systems E 2. Automatic on/off control required for circulating syslems E 3. Gas Storage Water Hsator efliciency >= 0.53 EF Generlc Requirements: Must be met by all systems to whlch the requlrement ls applicable: E 1. Load calculations per 2001 ASHRAE Fundamsnlals E 2. Plant equipmsnt and system capacity no grsater than needed to meet loads - Exception: Standby equipment automatically off when primary syslem is operating - Exceplion: Mulliplo units controlled to ssquence operation as a function of load E3. Hot watsr pipe insulation: 1 in. for pipes <=1.5 in. and 2 in. forpipes>1.5in. Chilled water/retigeranubrine pipe insulation: 1 in. for pipos <=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe insulation: 1.5 in. for pipss <=1.5 in. and 3 in. for pip6s >1.5 in. Project True: Bridge Strest Report date: 1o/31/o8 Dala filename: Plcu]rent Proiec{s\27838 - Bridgo Street Building\Calculations\Mechanical\080228 - comchock.cck Page 3 of 6 - Exception: Piping wilhin HVAC equipmenl - Exception: Fluid tempsrahr€s botween 55 and 105 degrses F - Exception: Fluil nol heeted or coolsd - Exceplion: Runouls <4 ft in lenglh E 4. Nowly purcfias€d servica waler healing equipment meets the effciency requirements E 5. Wat€t h€at6r lemperalur€ controls: I 10 dogr€os F for dw€lling unils or 90 degr€eG F ficr oth€r occupancies 0 6. Hot water distribution systems >=300 kBtuth must have ono of the following: a) confols |hat rgset supply wat€r lemperature by 25% of supply/retum delta T b) modtanical or electsical adjustablesps€d pump drive(s) c) two-way valvos at all heating coils d) multipl+stage pumps e) othor system controls that rsduce pump flovv by at leasl S0olo based on load - calculalions requirad Section 5: Compliance Statement Compliancs Statemenf: The proposed mechanical design repres€ntod in lhis documenl is consistont with ths building plans, specifications and other calculalions submitled with this pomit applicatbn. The propoGod m€chanical systems have beon design€d to meet lhe 2003 IECC requir€m€nts in CoMcrtoc* VeFion 3.5.3 and to comply with the mandalory .€quirom€nts in the Reguirements Chscklist. J*t<, [}lort"^f o-3/-oE- DateNeme - Tille Pmject Title: Bridgs Stiaet Roport dats: 1081/08 Data fl€name: P:\Cunent Pojecis\27838 - Bridge Sbeot Building\Calqrletions\Mechanica[080228 - comch€ck.cck Page 4 of 6 COMcheck Software Version 3.5.3 Mechanical Requirements Description 2003 tEcG Report Date: Data filename: Ptcunent Projeclsu7838 - Bridgs Street Building\Calculations\Mechanical\080228 - comcheck.cck The follou,ing list provides more detailed d€scriptions of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Speclflc To: Plant 1 : L The specified heating and/or cooling equipment is coverod by the ASHME 90.1 Code and must meet ths following minimum eftciency: Boilor Thermal Efficiency >= 75o7o E1 2. 3. 4. The specifi€d hsating equipm€nt is cov€rsd by Federal minimum effcisncy r€quiroments. Neu/ oquipment of this 9pe can bs assumsd to m€€l or sxceod ASHME 90.1 Code r€quiroments for equipm€nt eftciency. Used equipment must meet 80% Et @ maximum capacity. Systems with multiple boilers have automalic controls capable of s€quencing th€ operation of the boilsrs. Hydmnic heating systsms compdsed of a singla boilsr and >500 k8lu/h input design capacity include sither a multistaged or modulating oumer. Requirements Speclflc To: Storage Water Heater 1 : 1 . Piping fur the specified circulating s€Mcs hot wator syslem must be insulated with a minimum of f -in. insulalion having a conduclivity no >0.28 Btu-irv(h-fl2{egrees F). 2. Circulaling ssrvice hot water syslems must have a time switdr conlrol that can automatically tum off the system during unoccupied nourli. 3. Servico water heating equipment ussd solsly for heatng polable wster, pool h€aters, and hol rvater storage l,anks must meet the following miniumum effici€hcy: Gas Storago Waler Heater afficiency >= 0.53 EF Generlc Requlrements: Must be met by all systoms to which the requirement is appllcable: 1. D€sign h€ating and cooling loads for the building must b€ delemined using procadures in the ASHRAE Handbook of Fundam€ntals or an approv€d equivalont calculation procsdure. 2. All equipment and sysbms musl be sized to b€ no greater than ne€d€d to meel calculated loads. A single dece of equipment providing both hsating and cooling must satisry fiis provision for one func'tion with the capacity for the othor funclion as s|nall as poosible, within avaihble €quipment options. - Exceplion: The equipmenl and/or syslem capacity may be greater than calculated loads for standby purposes. Standby equipment must be aulomalically contmlled to be off wh€n the primary equipmsnt and/or system is operating. - Excepiion: Mu[ipls units of the same €quipment typ€ wtlose combined capaciti€s exceed the calculated load are allowed if they are provided with conlrols to soqusnce op€ration of the units as lhs load increases or decreases. 3. All pip€s ssrving space-condi{oning syslems must be insulatad as follou6: Hot wat€r piping fur heating systsms: 1 in. for pipes <=1 1/2-in. nominal diameter 2 in. for pipes >1 1/z-in. nominal diamoter. Chilled water, raftigeranl, and brine piping system8: 1 in. insulation for pipes <=1 1/2-in. nominal diameter 1 1/2 in. insulation for pipes >1 1/2-in. nominal diameter. Sleam piping: I 1/2 in. insulation for pipes <=1 1/2-in. nominal diamelar 3 in. insulation for pipes >1 l/2in. nominal diameter. - Exceplion: Pip€ insulation is not requirod for factory-installed piping within HVAC equipment. - Exception: Pipe insulation is not r€quirsd for piping thal conveys fluids having a dssign op€rating lemperature range bstwe€n 55 d€gr€es F and 105 dsgrees F. - Excoption: Pip€ insulalion i3 not required for piping thal conveys fluids that have not baen heated or cooled through ths uss of fossil fuels or electic porer. - Excsptbn: Pipe insulation is not requirBd for runout piping not exceeding 4 f, in l€ngth and 1 in. in diamet6r b€twoen the contol valve and HVAC cdl. 4. Ssrvica water heating equipment must meet minimum F€deral sffciency requiromonts included in th€ National Appliance Energy Conservation Acl and ths Energy Policy Act of 1992, which moet or exceed ASHRAE 90.1 Code. Nsw service watsr heating equipment can be assum€d lo meot th6s6 r€quiremenls. 5. Watsr-hesting equipmont musl bo providsd with controls thal allo r lhs us€r to s€t the water temperature to 1 10 dsgrees F fur drvelling units and 90 degrees F for other ocdrpancies. Controls must limit output temp€ralures of hvatories in public facility r€stmoms to 1 10 degroes F. 6. Hot watar spaceheating systsms wilh a capacity exc€sding 300 kBtu/h supplying h6at6d water to comfrcrt conditioning systems must includo controls that automatically resel supply water temporatures by repr€sentative building loads (including rehirn water lemperaturB) Proiect Titlo: Bddge Street R€port date: 10/31/08 Data filename: Plcunent P]ojectsu7838 - Bridge Str6€t Building\Calculations\Mechanical\080228 - comcheck.cck Page 5 of 6 or by outside air lemperafure. Excaptions: - Wherc the supply temperature rs6et controls cannot b€ implemented without causing. improper op€ration of hoating, cooling, humidification, or dshumidiicalion systems. - Hydronic systems that use variable iow lo r€ducs pumping snergy. Project Tille: Bridge Street Report date: 1081/08 Data filename: Picunsnt Projectsu7838 - Bridge Slreel Building\Calculations\MedEnicano80228 - comch6d(.cck Pag€ 6 of6 a' COMcheck Software Version 3.5.3 Interior Lighting Gompliance Certificate 2003 rEcc Report Date: 10€1/08 Data tilename: PlCunent Pmjects!27838 - Bridge Street Building\Calculations\Medanica[080228 - comcheck.cck Section 1: Project Information Project Type: Addition Pmject Title : Bridge Street Construction Sit€: Owner/Agent: Designer/Contractor: Bridge Street Jake pelerson Vail, CO 81658 AEC 40801 US Hwy 6 and 24 Suite 214 Eagle Vail, CO 81620 970-748-9520 iake@aec-vail .com Section 2: General Information Building Use Description by: Actlvlty Type Ac{ivltyType{sl Floor Area Retail Sales, Wholesale Showroom 4057 Office 39s Conidor, Restroom, Support Area 773 Restaurant 775 Section 3: Requirements Checklist !nterlor Llghtlng: E 1. Total propos€d watts must b€ less than or equal to lotal allowed watts. Allowod Watts Proposed ylratt Complleg 8725 1024 YES E 2. Exit signs 5 Watts or less per sido. Exterlor Lightlng: D 3. Efrcacy grsatsr than 45 lumans/W. Exceptions: Spedalized lighting highlighting foatures of historic buildings; signage; saftty or security lighting; low-voltage landscape lighting. Controls, Swltchlng, and Wlrlng: E 4. Independent controls for each spacs (switch/occupancy sensor). Exceqtions: Areas designaled as security or emergency argas lhat must be @ntinuously illuminated. Lighting in staiMays or conidors that ar€ elsmsnts of the means of egress. E 5. Master swilch at €ntry to hotel/motel guest room. E 6. lndividual dw€lling units separately metered. E 7. Each space provided with a manual control to provide unifom light reduciion by at teast O0%. Excoptions: Only one luminaire in space; Projec't Title: Bridge Str€6t Report date: .l OB1/OB oata tilename: P:\Cunsnt Prolec{s\27838 - Bridge Stroet Building\Calculations\Mec+lanical\080228 - comch€ck.cck PagE 1 ot 3 An oc@p6nt-8€nsing device controls the area; The a]€a is a coBidor, storeroom, r€6trq)m, public lobby or gu€st toom; Araas that use less lhan 0.6 Watts/sq.ft. E 8. Artomalic lighling shutoff conlrol in buildings largsr than 5,000 sq.ff. Exceptions: Ar€aB ryith only ons luminaire, conidors, slorerooms, roskooms, or public lobbies. E 9. Photoc€ll/astronomical time switch on exterior lights. Exceptions: Lighling inlend6d for 24 hour use. E 1o.Tandem wir€d one-lamp and thres-lamp ballasted luminaires (No single.lamp ballasts). Exceotions: El€c-tronic highfrequency ballasts; Luminaires on emergency circuits orwilh no available pair. Section 4: Gompliance Statement Cof,,plianca Statemenl.' Th€ proposod lighting dssign rcpresented in lhis documenl is consistsnt with lho building plans, spocifications and other calcltlatons submittsd with lhis pemit application. Th€ proposad lighting gystam has been designed to me€t the 2003 IECC, Chapter 8, requitoments in COMct|€ck Vention 3.5.3 and to comply wfi the mandatory r€quirem€nts in the Requir€monts Ch€cklist. ,"/r,/" g Dats Proj€ct Notes: Addfim of rosid€nlial pad on second ioor and dsing roof on reteils. Proiocl Titl€: Bddge Street R€port date: 1013i/oa Data filenam€: Plcur€nt Projec-ts\27838 - Bridge Stre€t Building\Calculalions\Mechanica[080228 - comcheck.cck Page 2 of 3 -(r,,J- -Il COMcheck Software Version 3.5.3 t V I Interior Lighting Applicationl-:-l WOrksheet 2003 rEcc Report Date: Data filename: Plcunent Projects\27838 - Bridge Strset Building\Calculations\Mechanical\080228 - comcheck.cck Section 1: Allowed Lighting Power Calculation A Atoa Catsgory B Floor Area CD Allowed Allowed watis (fr2)Watts / ft2 (Bxc) Retail Sales. Wholesals Showroom Oftico Coridor, Restroom, Support Area Restaurant 4057 395 773 775 '1.7 1.1 0.9 0.9 6897 435 oYo 698 Section 2: Proposed Lighting Power Calculation A Fixturo lD : Descrlpllon / Lamp / Waftago Per Lamp / Balla3t Total Allo$/ed Watts = BC Lamps/ #ol Firturo Fixtures D Fixture Watt. E (cxD) Rdail Sd€, Wholosalo Showrcom (40t7 !q.lt.) Linear Fluoresc€nl 1: F1: 48' T8 32W / Electronic Ofrc. (395 !q.fi.) Linear Ffuorascent 'l: F1:48" fg 32W I Elec{ronic Conldd, Rafoofli, Suppofi A|€a O7:t aq.lt) Linear Fluorescent l: F1: 48' TB 32W / Elsctronic R6lewsnt (775 sq.il-) Linear Fluorescent 1: Fl: 48" T8 32W / Elec-tronic Total Prooosed Watts = 1024 Section 3: Compliance Calculation lf the Total Allowed Watts minus the Total Proposed Watts is graater than or equal to zero, the building complies. Total Allowed Watts = 8725 Total Proposed Watls = 1024 Project Compliance = 7701 Project Title: Bridge Street Report dats: i0/31/0A Data filename: P:\Cunenl Projects\27838 - Bridge Street Building\Calculations\Mechanical\080228 - comcheck.cck Page 3 of 3 512 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES /...:---\((}9 r \-.\../-at,MIIItrYi'L|"/ Community Development 75 South Frontage Road, Vail, Colorado 81657 9. 97 0.47 9.2'l 38, t. 97 0.47 9.2452, inspections 97 0.47 9.21 49 ADD/ALT COMM BUILD PERMT Job Address: 288 BRIDGE ST VAIL Location.......: RUCKSACKBUILDING Parcel No....: 210108244003 OWNER ROSENQUIST,RICHARD N. - BROW O4IO7I2OO8 - SELBY, CHARLES 385 CLAYTON ST DENVER co 802064228 APPLICANT HIGH LAND BUI LDERS CORPORATIO O4IO7 I2OO8 Phone: (719) 499-9248 2598 Palmer Park Blvd. Colorado Springs co 80909 License: 208-A CONTRACTOR HIGHLAND BUILDERS CORPORATIO 0410712008 Phone: (719) 499-9248 2598 Palmer Park Blvd. Colorado Springs co 80909 License: 208-4 Desciption: CORE AND SHELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND GROUND FLOOR RETAIL SPACES IN THE BRIDGE STREET BUILDING (FORMER RUCKSACK) Occupancy: mixed Type Construction: VA Valuation: 1,348,000.00 Revision Valuation: $0.00 Total Sq Ft Added: FEE SUMMARY ISSUED 04t07t2008 05t20t2008 11t16t2008 Permit # 808-0072 T(56r -6(3t[ Building Permit Fee-> Plan Check---> Addl Plan Hrs-> Addl Plan Review s6,878.95 v,471.32 $0.00 $0.00 wi ca _--__-*___> $4.00 Restaurant Plan Review $0.00 Recreation Fee-> $0.00 InvestigationPss--->' $0.00 TOTAL FEES---> $11,354.27Payments-----> $11,354.27 BALANCE DUE--> t0.00 See the Approval and Conditions sections (following pages) of this document for any apply to this permit. 970479-2149 DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an and state that all the information as required is correct. I agree to comply with the information and plot plan, to Town ordinances and state laws, and to build this structure according to the town's zoning and subdivision codes, approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR OR AT OUR OFFICE FROM 8:00 AM - 4 PM. INSPEGTION.\5/ OWNER HIMSELF AND OWNER Permit#: 808{072 APPROVALS as of 05-20-2008 Status: ISSUED Permit Type: ADD/ALT COMM BUILD PERMT Applied: 0410712008 Applicant HIGHLAND BUILDERSCORPORATIONlssued: 0512012009 (719) 499-9248 To Expire: 1'111612008 Job Address: 288 BRIDGE ST VAIL Location: RUCKSACKBUILDING ParcelNo: 210108244003 Description: CORE AND SHELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND GROUND FLOOR RETAIL SPACES IN THE BRIDGE STREET BUILDING (FORMER RUCKSACK) Item: 05100 BUILDING DEPARTMENT 04l21l2OOB cgunion Action: CR corrections required. sent comments to applicant and architect F:\cdev\CHRIS\PERMIT.COMMENTS\B07-0307\807-0307. DOC 05/01/2008 cgunion Action: CR second check review comments sent F:\cdev\CHRIS\PERMIT.COMMENTS\808-0072\808-0072.secondcheckDOC. DOC 05/05/2008 cgunion Action: AP APPROVED REVISED, CORRECTED PLANS DATED 5/1/08 Item: 05400 PLANNING DEPARTMENT 04/16/2008 sdh Action: AP Approved, with additional conditions placed on issuance of permit. Item: 05600 FIRE DEPARTMENT 05/09/2008 mcgee Action: AP Fire sprinkler and fire alarm permits and plans required. Item: 05500 PUBLIC WORKS 05/13/2008 csalli Action: AP Permit #: 808-0072 CONDITIONS OF APPROVAL as of 05-20-2008 Status: ISSUED Permit Type: ADD/ALT COMM BUILD PERMT Applied: O4l07l2OOB Applicant: HIGHLAND BUILDERSCORPORATIONlssued: 0512012008 (719) 499-9248 To Expire: 1111612008 Job Address: 288 BRIDGE ST VAIL Location: RUCKSACKBUILDING Parcel No: 210108244003 Description: CORE AND SHELL FOR NEW SECOND FLOOR RESIDENTIAL CONDO AND GROUND FLOOR RETAIL SPACES IN THE BRIDGE STREET BUILDING ::::::.:::::.:::].*****r***.*****t**r*r*!r..,**!.*..conditionsr*...r,r,r*r.j...*****+*t.r****.*.r***..tat.*t*t.r**r**r.*r**+r*r Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO cHECK FOR CODE COMPLIANCE. Cond: CON0009897 The Developer shall submit executed agreements for encroachment, shoring and/or temporary access on, over, under or across adjacent properties. Such agreements shall be executed by and between the developer and the adjacent property owners, inclusive of the Town of Vail, prior to issuance of a building permit, for any and all improvements, temporary access or disturbance proposed off of Parcels 1 , 2, 3, and 4; parts of Lots C and D, Vail Village First Filing. Cond:CON0009957 SEPERATE PERMITS WILL BE REQURED FOR FUTURE RETAIL SPACES 204-207 AND FINISH OF FUTURE SECOND FLOOR RESIDENTIAL UNIT. THIS BUILDING PERMIT IS FOR CORE AND SHELL ONLY. Cond: CON0009958 SPECIAL INSPECTION REPORTS REQUIRED PER STATEMENT OF SPECIAL INSPECTION. SEE PLANS Cond: CON0009972 Fire alarm permit required Entry: 05/09/2008 By: mcgee Action: AP Entry: 05/09/2008 By: mcgee Action: AP Cond: CON0009973 Fire sprinkler permit required. *t*t'* {' ***t**i1t* * *******!t't,t't*f 't********* * * * * * * 't 't t* ************'t********{"t'tt't't*'r*{"t't't't*'t{'**** TOWNOFVAIL, COLORADO Statement * * * ***{.* * * * * * i * *** * **,r * * * * * * * * * ** i * * * * * ************t*********t* * * * * ****ra** * **a***a++** * * * * * Statement Number: R080000758 Amount | $7,854.21 05/20/200803:55 PM Payment Method: Builders Corp 1311 Check INiT: DDG Notation: Highland This Payrnent:17,8s4.27 * f* * * * * l** * f * * * ******* * * * i * ** ** ** * * * * * * tt******** tt* * * * * * * * * * * * * * * * * * * * * * * * * * * * '3 * * * ** * * * 't '3 * * ACCOI.JNT ITEM LIST: Account Code Current Pmts Permit No: 808-0072 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-082-4400-3 SiTC Address: 288 BRIDGE ST VAIIJ L,ocation: RUCKSACK BUILDING Totsa1 Fees: ToEal ALL PMTS: Balance: De scriDt i-on $11, 354.27 sLt,354.27 $0.00 BP 00100003111_l_00 PF 00r.00003112300 wc 001000031r-2800 BUII,DING PERMIT FEES PIJAII CHECK FEES WILI, CALL INSPECTION FEE 6, 878.9s 97 L .32 4.00 *r * *** ** ** **t * * * * * * * * * * * * * 't * :t' * * * * * i. * f ** ** *'* '****rt *:i ** ** *'ara* **rl** * * ** *,1** * ** l.** ** **ti****'| * ** * TOWNOFVAIL, COLORADO Statement * rr**t++.r+r* * * *** * * t*** * t***,t +i+ tt |lr:rr+:t** ***t** | *r** *** ** * |l'lt*t****+*** **** rtlii** **,r * t ****** staEement Number: R080000399 Anount: $3,5oo.oo 04/07/200810:58 AM Pa)rmenE MeEhod: check (Highl-and Bui Lders ) hit: gD Notation: ck # L226 Permit No: Parcel No: Sitse Addresa ; LocaCion r This Pa)nnent: 808-0072 2101-082-4400-3 2 8 8 BRIDGE ST VAII, RUCKSACK BUII.,DING $3, soo . oo T)4)E: ADD/AI,T COMM BUILD PERMT TotsaI Fees: Total ALL Pttlt.s: Balance : iLL , 354 .27 $3, s00.00 $7 ,454.27 ** * * * * * * * * * * * * * * * * * ** * f**tr***1.* ** * * * * * * * * * * * I '3 * 'l l. :l * 'l * 'l * * * 'l * * ** * *a'tt* ***ta** *i*1. ** * ** * *t**'* ** ACCOIJNT ITEM LIST: AccounE. Code DescripE ion Current Pmts PF 00100003112300 PLAN CHECK FEES 3, 500 . 00 tl APPLTCATTON wrLL Nor BE ACCEPTED lF TNCOMPLETE OR,t#t'"iEh" Vail, Colorado 81657 T Separate are required IT APP l, plumbing, mec l, etc.t CONTRACTOR INFORMATION COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor & MAtETiAIS BUILDfNG: $ i, lf>e . a;aOt@ ELECTRICAL: $ fO. crctod)OTHER: $ t-l.tl , sla.a. ()t) PLUMBfNG: $ l,<e,6'e€ (q\MECHANICALT $ f1,0.-e". c> O TOTAL: $ i,3 /.1 64,6._ s-:a For Parcel# Contact Assessors Office at 970'328-8640 or visit I otct% \L[L{o6'3 JobName: P,.-,V" sh.k E-.i&ri WorkClass: New() Addition( ) Remodelpfnepair( ) Demo( ) Other( ) Does an EHU exist at this location: Yes ( ) No ( t)Work Type: Interior ( ) Exterior ( ) Both ( TypeofBldg.: Single-family( ) Two-family( ) Multi-Family(V/-Commercial (-,,fRestaurant( ) Other( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: of Gas Loqs('l-Wood/Pellet( ) Wood : GasAoofiance s (o{Gas Loos ( t)lWood/Pellet ( ) Wood Buminq (NOT ALL9WED ' '.-. 3l ?t0s TOWN OF VAIL May 01 08 10:55a Linda Malaby Fron! Scnt Toi Cc: Eoq.ci: April23,2008 Mr. l{arlr [Idlcnbecl, HighturdBuildcn 2598 PalmcrPar* Blvd. Colorrdo Spings, C1C 80909 Rcd Uoa ConiloAssoc. Lindr Mdaby Imalaby( p;1. 6q wbdn€sdry. Apr,t23, 2J0B t0:{6 AftlMafi ltalbnbeck Dbk Btotr[ Je{tSlelby staghq fgrecnont Linar RET' IJON CO TTIIOMINIT'M ASSOCIATTON 610 w. LIoNtiIlEAr) crRcLE' StJrltE 100vAtL, COLORADO 1165?. 97D47G36:i5 Higblrod Buildcrs 970-9844700 p.1 DcErMarlc It is ths RFd Lion Cmdominium Arsociation's udcntaulbg tl!-t lrou wirh to atc0r cteging a&s loacd in thcpocrct Fark bcturctr rhc Ruc,lsrck Buila,og eqd r tp Ifi ffi B"tfu; Tbe Assooiation apptovcs &c sagilg as you bnr o'trincd urirh ccrraia undau.,rilrys: l) TI'.'E wilt bG accces to our co-Enqcisl ts.a ,q Th skl Bar, and rhcir bruiness rignoge and awuing wiil_. rct bc obqrnracd 6om tha-prbJic view, sr"r .,....rE 2) Thcre wjll bc crsv accecs f6r ttr,".iafu,,f o,rit rbovc Tbe Ski Bar,3) ranv daro"sc o"c,r,r.o o. prop.rry ; ;;r"t ; hnh;lrrrirs-il EotrEft$riom/sreFng process,. Higttrnd Buitdcn wilt bc h€id tird,-;d --- 4) AJleondirionsofsragingbawbcca-ffircdtyrheTownof,Vril ..- .. !.i.,r. If the aborre rrc accqtabre tcnnr, preo.e sign bdo u and scod e frcrinirc copy to g7u47ffi.,6. A-t74^ffi %2 ,*m BUILDING PERMIT APPLICATION CHECKLIST SINGLE FAMILY/DUPLEX CHECKLIST This checklist is to be used with any single family/duplex permit (new construction , addition, or remodel application.) { Town of Vail Design Review Board approval must first be obtained (may not apply to interior remodels){ plan Check Fee must be paid at the time of application for projects over $100,000 valuation (see attached schedule) The following information must be shown on all 4 sets of plans: Architectural Planss' Site Plans. Provide all site plan information as required for the Design Review Application for your project. Refer to the DRB application checklist for complete details. Gonstruction staging plans. Provide construction staging and materials storage site plans. Floor plans- Complete floor plans provided for each level. Complete dimensions, drawing scale noted, use of each room shown on the plans. Location of mechanical equipment clearly shown Building Elevations N,WS,E elevations. Show all proposed exterior finish materials, guardrails, windows, doors, and finish grades. Window sizes and operation types. Specified on the floor plans or elevations. Reflected ceiling and finish plan. Required if fire alarm or fire sprinkler work is required. Stairways, guards, and handrails Show all stairway details with rise/run, handrail and guard details Roof plan. Show all roof covering materials (Class A covering required) and underlayment, roof pitch Building cross sections. Show roof, wall, floor construction assemblies and insulation R values. Show roof and crawl space ventilation. Show ceiling heights in rooms and crawl spaces. Rescheck compliance certificate and inspection checklist (new construction and additions only). Provide a complete signed compliance certificate and inspection checklist. Verify all exterior building is detailed on the building plans as required on the Rescheck compliance report. Fireplaces. All fireplace types shown on the floor plans. Specify gas log set, or gas appliance at each fireplace. Structural Plansr- Soits Report. Include 2 copies of the soils report for your lot. { All sheets of the structural plans stamped and signed by a Colorado State Licensed Engineer. E- Design specifications sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure, _ Soils report number and soil bearing capacity referenced per the soils report.( -Foundation plan. Provide a complete foundation plan with all footing/foundation section details Dz Framing plans- Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses clearly shown. Include framing construction details and connection schedules. OtIer itemsd Asbestos form completed. Asbestos test and report provided if any existing construction is d { i4' { {v { { tv { proposed to be disturbed. See Town of Vail asbestos testing requirement form. f Plan check fees. Plan chqTe?Srnuslle paid with your application. The building permit and recreation fees will be paid upori a building permit. I have read and understand lf any required information is missing from the application, I u s Signature F:\cdev\FORMS\Permils\Buildin9\TOVSingleFamilyChecklist_4-t 6-2007.DOC oa ll ,,-m PERMIT APPLICATION CHE KLIST COMMERCIAL TENANT FINISH/IMPR VEMENT This checklist is to be used with any tenant finish/improvement permit application. I Town of Vail Design Review Board approval must first be obtained for any exterioq ifications proposed D Plan Check Fee must be paid at the time of application for projects over $100, schedule) luation (see attached The following information must be shown on all 4 sets of plans: Construction plans stamped and signed by a Colorado State Architect. Original building construction type per IBG chapter 6 ex. ll-A, V-B Tenant suite or tenant space number. Tenant space location identification. Show location of the D ! o I within the overall building. construction and proposed interior u D D ! tr E I tr Floor plans with existing and proposed walls. Show all wall finishes with flamespread index. Proposed construction type match existing building construction type. the fire resistance/type of construction Clearly show proposed use ofeach room or space on the ! Reflected ceiling and finish plan. Type of materials must requirements in the existing building. Show all interior finishes and flamespread index D Door schedule. All doors shall be clearly identified with rating, size, hardware and swing. I Means of egress plan. Show all occupant loads and r of exits from the tenant space D Areas requiring two (2) exits: Exit doors shown to comply with code, illuminated exit signs are shown. in the direction of exit travel, separation of exits Windows shall be labeled with size, operation,glass. All areas and rooms of the tenant space are ble perANSI 117.1 requirements. Accessible maneuvering clearances provided all doors for accessibility per ANSI 1 17.1 Service counter-tops and built-in work provided with accessible areas per ANSI 1 17.1 Bathroom facilities. All accessible/adaptable , clearances and turning spaces provided per ANSI 1 17.1 requirements must be shown. Separate sex bathroom facilities if the number of occupants or employees exceeds (15). Toilet room floors/walls finish schedule.il Floors have a smooth, hard, nonabsorbent surface such as concrete, ceramic tile or other approved material, extending upward onto the walls at least 5"' n Walls within 2 feet of the front and sides of urinals and water closets must have a smooth, hard nonabsorbent surface to a height of 4 feet. ! Occupancy separations for walls/ceilings between tenants clearly shown on the plans with fire resistive construction details and listings specified. I Fire-stopping. Fire-stopping penetration details for plumbing, mechanical and electrical components in all fire rated walls and ceilings. ! Plumbing, Electrical and Mechanical Plans stamped by a Golorado State Licensed Engineer Mechanical HVAC plans, plumbing plans, electrical plans/panel schedules/load calculations. I Fire/smoke Dampers on mechanical plans at all duct penetrations into fire resistive walls and ceilings. D Fire sprinkler plans. Show all proposed work per Vail Fire and Emergency Services requirements ! Fire alarm plans. Show all proposed work per Vail Fire and Emergency Services requirements I have read and understand the requirements of this checklist. lf any required information is missing from the application, I understand the application will not be accepted' F:\cds/\FoRMs\Permib\Building\building_permiL4-u-2007. DOC Date Page 3 of 7 ul17l20o7 Applicant's Signature tt *ffi ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANY TIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS. BUILDINGS CONSTRUCTED AFTER OCTOBER 12,1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. A COPY OF THE REPORT MUST BE SUBMITTED WITH YOUR BUILDING PER o I have included the asbestos test a rt with my building permit application 06 a^r veac.r*Q t- ilt@o), S4- 4s Bo7'oozz OR r I certify my project will not disturb or remove more than 160 s.f. of building material. The construction plans submitted with my application clearly indicate this information. (This will be verified during plan review, and will delay your project if found to be inaccurate) applicant signafure OR date e The building was constructed after October 12, 1988. The date of construction was original construction date applicant signature F: \cdev\FORMS\Perm ib\Building\buildingjermiL4-17-2007. DOC Page 5 of 7 o4l17l2oo7 -ffi PLAN CHECK FEES TABLE Plan check fees are required for projects with a valuation over $100,000, at the time of Building permit submittal. Please use the table below to calculate your plan check fee total. $100,000-$150,000 multiply by .0055 of Valuation Total $150,001-$250,000 multiply by .005 of Valuation Total $250,001-$400,000 multiply by.0045 of Vcluation Total $401,000-$750,000 multiply by .004 of Valuation Total $750,001-$1,000,000 multiply by .0035 of Valuation Total Valuations over $1,000,000 will be calculated by the Town of Vail BuiHing Department. lf you have any further questions, please contact the Town of Vail Building Department at97O-479-2128. tl F:\cdeAFORMS\Permits\Bui ldin g\buildi ngJrermiL4- l7-2007' DoC Page4ofi o4ll7t?ff,7 *m ll WHEN A "PUBLIC WAY PERMIT" IS REQUIRED PLEASE READ AND CHECK OFF EACH OF THE FOLLOWING QUESTIONS REGARDING THE NEED FOR A "PUBLIC WAY PERMIT'': o o ls this a new residence? YES NO Does demolition work being performed requjre the use of the Right-of-Way, easements or public property? YES t/ NO- ls any utility work needed? YES /*oo o Are there any improvements being done to the driveway? YES ls a different access needed to the sile other than the existing driveway? YES .NO y' lsanV drainry2uork being done that affects the Right-of-Way, easements, or public property? o ls a'Revocable Right-of-Way Permit'required? YES y' NO 9rt3" *'ntpay, easements or public property to be used for staging, parking or fencing? lf answer it NO, is a parking, staging or fencing plan required by Public Works? YES NO lf you have answered YES to any of these questions, a 'Public Way Permit' must be obtained. 'Public Way Permit" applications may be obtained at the Public Works office or at Community Development. lf you have any questions in Public Works at 970'479-2198. OUESTIONS. Signature Job or Proiect Name: Date Signed: F : \cdaAFORMS\Permits\Buildin g\bui ldi ngJ€rmit_4-u-2007. Doc M|LT lzOO7 b* Company Name Page 6 of 7 ,-m HOW DID WE RATE WITH YOU? Please take the time to tell us how we performed during the development review process. We will use this information to recognize our employees who serve you and we will also use it to improve our level of service. Please know we do care and will react to your suggestions. Thank you for your, comments. George Ruther Director of Communig Development 1, What seryices did you use at Community Development today? Check all that apply Admin- Building i-,- Environment - Fye-/-- Housing - Planning - P.W 2. Was your visit today as a: Homeowner_ Contractor_lz-Architect--'-v- 3. Please rate your satisfaction with the following aspects of the Community Development Department. Use a scale from 1 to 5 where I means 'not at all satisfied' and 5 means 'very satisfied' to rate each of the following items. Please use DK (Don't Know/No Opinion) as appropriate. Please circle your response.Not VerySatisfied Satisfied Friendtyandcourteous 1 z I I Q ox Knowledgeablel2345DK TimelyResponse/CallsReturned 1 2 3 4 5 DK OverallExperience 1 2 3 4 5 DK 4, Was the review process clearly explained to you? (i.e., how the Design Review Board and/or Planning and Environmential Commission works, when they meet, what you need to have when you apply for the planning and/or the building process, how long review times generally take, housing and/or environmental health policy, etc.) YES NO lf NO, what additional information would have been helpful? 5. Did the planning process meetyourexpectations? YES NO 5. Did the building permit review process meet youl expectations? YES NO 7. Did the inspection process meet your expectations? YES NO 8. Did you feel the process was fair and efficient? YES NO Please explain your response(s). 9. lf you were looking for information (i-e., legal address file, plat map, plans, etc.) was the information in a format that was helpful / user friendly? YES NO 10. Are you aware of the Community Development Dept. information available at http://www.vailqov.com?YES NO Thank you for taking the time to complete this evaluation. lf indicated below, we will personally contact you on specific concems. lf it is your desire, you may contact tbe director by telephoning,970479-2145 Please feel free to use the back for additional comments. Other Name: Address:City:_ State:_ Zip Code: Company: Telephone: Date: F:\cdev\FORMS\SURVEYSkomdev-survey-og1 907.doc TOWN 42 West Meadow Drive Vail, Colorado 81657 970-479-2250 December 30, 2008 Jeff Selby, Owner Bill Pierce, Architect Tyson Dearduff, Architect Mark Hallenbeck, Builder Re: 288 Bridge Street (Rucksack Building) TCO lssues (808-0072) Dear Sirs: Vail Fire Department Based on a copy of a resolution furnished to the Town of Vail dated September 29, 2007, from the Rucksack Condominium Association in support of a permit application for the redevelopment of the Rucksack Building at 288 Bridge St., and given the plans were reviewed and approved based in part on the submittal of the resolution, addressing a commitment and agreement to install the required fire and life safety systems, and upon inquiries made by and statements from William Gardiner, and as a result of an on-site meeting with Mr. Gardiner, wherein he expressly indicated a willingness to allow the subcontractors installing the fire sprinkler system and fire alarm system within the building to access his unit , and Mr. Gardiner stating he had permission from the owner of the condominium above to allow us to view the interior of her condominium with the fire sprinkler contractor in attendance for the purpose of assessing any extenuating circumstances that would prevent the installation of fire and life safety systems, and wherein no such extenuating circumstances were found, it is the opinion of Vail Fire & Emergency Services that the fire sprinkler and fire alarm systems should be installed and the entire building brought into compliance with the applicable codes and the plans and details as submifted for the permit. The presence of commercial real estate below occupied sleeping quarters, the limited access and egress, the extent of combustible construction and number of habitable floors presents a distinct hazard to the life safety of the occupants. Furthermore, it is the opinion of Vail Fire & Emergency Services that no additional commercial spaces should receive a Certificate of Occupancy or Temporary Certificate of Occupancy until such time as the fire sprinkler and fire alarm systems have been installed and tested. Some consideration may be given to allow occupancy of the commercial space only if there is plan submittal, evidence of permission to proceed with the installations, a clear and concrete schedule to complete the installation, and some reasonable assurance the work will proceed without delay. No permission to delay the installation until spring, summer or next year will be considered. Rucksack Page2 Please contact us if you wish to discuss this or other issues. Sincerely, MichaelMcGee Deputy Chief Vail Fire & Emergency Services 970 479-2135 qil ENGINEERING JUDGMENT FIRESTOP DETAIL PROJECT : BRIDGE ST VAIL CONTRACTOR : HIGHLAND BUILDERS F-RATING = 1-HR. BOTTOM VIEW SECTION A.A 1. W00D FLOOR/CEILING ASSEMBLY (UUcUL CLASSIFIED 1500 SERIES)(1-HR FIRE-RATING). 2. OPENING FRAMED OUTAND LINED WITH FIRE.RATED GYPSUM WALL BOARD. 3. PENETRATING ITEMS TO BE ANY OF THE FOLLOWING : A. trlAxltllulrl4" NOfrllNAL DIAMETER STEEL PIPE. B. MAXIMUM 2" NOMINAL DIAMETER COPPER PIPE. C. MAXII'UM 3" DIAMETER CABLE BUNDLE TO CONSIST OF ANY COMBINATION OFTHE FOLLOWING : A" MAXIMUM 7/C NO. 12 AWG POWER CABLE WTH PVC JACKET. B. MAXIMUM 25 PAIR NO.24 AWG TELEPHONE CABLE WITH PVC JACKET. C. RG/U COAXIAL CABLE WFH PVC JACKET. D. MAXIMUM 3/C NO, 8 AWG METAL.CLAD CABLE. E. MN(|MUM 3/C (+6P9SXP) NO. 8 AWG COPPER CONDUCTOR CABLE (ROMEX). F. MAXIMUM 5/8 DIAMETER FIBER.OPTIC CABLE WTH PVC JACKET, G. MAXIMUM 3/4" DIAMETER COPPER GROUND CABLE WITH ORWITHOUT PVC JACKET. H. MAXTMUM 1.1/4" DTAMETER STNGLE 0R MULT|PLE CONDUCToR TYPE Mt CABLE (SEE NOTE NO. 4 BELOW). I. ANY CABLES, METAL.CLAD CABLES, OR ARMORED CABLES CURRENTLY LISTED UNDER THE THROUGH PENETMTING PRODUCTS CATEGORY. 4. HILTI FS 657 F|RE BLOCK (2" TH|CK, 8" W|DE, 5" DEEP, REF. FRONTVTEW) FLUSH W|TH BOTTOM. NOTES : l. MAXIMUM SIZE OF OPENING = 12" x12". 2. ANNULAR SPACE = MINIMUM l/4", MAXMUM t". 3. APPLY HILT! FSONE INTUi'ESCENT FIRESTOP SEALANT IN VOID THAT MAY EXIST AROUND PENETRANTS OR FIRE THIS ENGlllEERlt{G JUDGlilEt{T REPRESETITIi A FIREST0P SYSTEIil I}IAT lV0Ul,D 8E EXPECTED T0 PASS IHE STATED RAnilGS lF TESTED, (REFERENCE : UL SYSTEM N0. W.L-8013, C.AJ-8056 & F-C.r059) $oL'd2- HlLTl, Inc, Tulsa, Oklahoma USA (800)87$8000 Stoot I of t Dnwing No. 102991a Scalo 3/3?. = .1" Dastwedby WHilti Firestop Systems Date Dec. 17,2oo8 Saving Lives throu{ffi Education oo BRIDGE STRBET BUILDING 288 Bridge Street, Vail, CO, 81657 x'IRS/STOP ASSEMBLIES Contnmiw DewloDfiEnt DG'atrttcfltItrllif ti6bv .nd frpcctth EeflEs pa 8-tr012 €,lf&/,l|rlltulrieuiuim Coocrtrrnrod irrlfitlC Co&{ll6rty d pcrniL lhs iuirnoc ot grlnling-d I p?r.mlt $+ Itd bl drlrud 6 bc r osttfr G a rn qErorl t, nf vi*rtim C ]ly d dr. rwdtfild$i co{b qd ||Yv dlr qdiillo d [frw d dl. rwdrfild6i] co(b qd ryv riur ctlutor d nr fufuoann. Pcrnfr q,lxunrnq b sir f,ihotitt b SlL a ca|olif'prwioim dthb odrototheiodlnrnooof th|lrldbht tttdl not bllrot,iabm d lhb otl o? 0thor odlnmc.o 0f th Xlillhhl rhdl not irltd. Thc issumc. of a Fmil b..€d .n g4lldfi &dt5tl f,a srrr(flr |lu[ rd rrail rm hldfu drdJ iil q4try tr oneclbn of cnon h$acondnffirabqrndrno0|f (me;fllc0.t a'drlo h grc onlnnnn ioqmrd tn du-ob. It builtino officht b rlo rihorirod h 9|!l,rlil Hpanat r ur d a -r-::ir -rcr! c E CE-.I tI UtrE t omc0on of cnoo h thc ondruclbn r-drrh-;','o'rt-trsr-C-r,{i{eiU-ArnC ?rllttldictbL N.AflCgAIIilEft *utt/p&! HIGHI 4NWr.ATLDERS C ORPORATION '-r' 120 Willow Bridge Rd., suite 7 Vail, CO 81657 Phone: 970-476-4458 Fax: 970-476-4951 Town of Vail rm|r0r IIFFIOE OIIPY 9 UUcUL SYSTEM NO. F-C.1009 METAL PIPE THROUGH l.HR. OR 2-HR, WOOD FLOOR/CEILING ASSEMBLY F AND T.RAnilG = l.HR. OR 2.HR. L-RAilNG AT AttlBlEt{T = LESS THAN I CFilrSQ. FT. L.RATING AT 400' F = 4 CFM/SQ. FT. TOPVIEW SECTION -r- "....-.-.-v- 1. WOOD FLOORJCEILING ASSEilIBLY (UUcUL CLASSIFIED L5ll0 SERIES) (l.HR. 0R 2.HR. FIRE-RAilNG) (2.HR. SHOW{}. 2. GYPSUM WALL ASSEilBLY (UUcUL CLASSIFIED U300 SERIES) (l-HR. 0R 2-HR. FIRE-RATIi{G} {2.HR sHowN). 3. PENETRATING ITEil TO BE ONE OF T}IE FOLLOIUING: A. llAXlMUil 4" ilOlllNAL DIAMEIER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. TAXIMU}I 4" NOMINAL DIAIIETER CAST OR DUCNLE |ROl{ PIPE. C. ilIAXITUilI4" NOTINAL DIAI'ETER COPPER PIPE OR TUBING. D. MAXIMUII 4. NO'IIII{AL DIAI,ETER STEEL CONDUIT OR EMT. 4. MlNltilUll3r4'DEPTH HILTI FS-Ol,lE INTUI{ESCEIIT FIRESTOP SEALANT, CP 601S ELASiTOilERIC FIRESTOP SEALANT, OR CP 606 FLEXIBLE FIRESTOP SEAT"ANT, FLUSH WIT}I TOP SURFACE OF FLOOR OR SOLE PI.ATE. 5. GENEROUS BEAD OF HILTI FSONE INruTESCENT FIRESTOP SEAISNT, CP 60IS ELASTOMERIC FIRESTOP SEAI.ANT, OR CP 606 FIEXIBTE FIRESTOP SEALANT, FLUSH YUITH BOTTOM SURFACE OF LOWER TOP PLATE. NOTES : 1. DIAMETER OF OPEIIING TO BE ilAXlilUill l" LARGER THAN DIAilETER OF PIPE OR SQUARE€UT YYITH A ilN(TUil DIilEl{SIOl{ 1" GREATER THAN THE DIATETER OF PIPE. 2. WHEN LUIIBER P|-ATES ARE D|SCONnNUOUS, ATTACH A NOHl{Ar 1.t2',yUtDE 20 cA (OR HEAVIER) GALVAI{IZED STEEL PLATE TO EACH EilD OF LUilBER pr-ATE. STEEL pr-ATES SHOULD OVERI-AP IN'OilTO LU]5BER" AilD SECURED WTTH SIEEL SCREWS OR NAII]S. 3. ANIiIULAR SPACE = MlNltUt 0", ilAXltull 1". 4. L.RATINGS APPLY ONLYW}IEN HIITI FS.ONE NruffiSCEI.IT FIRESTOP SEATA'{T IS USED. o(t C\la\l CDoa() Lr- A J At Hilti. Outperform. Outlast. Hni, Inc. (U.s.) 1-8m-87e-8tn0 . ;.;t;;i).'Jpanot 1-ooGsze-sooo . Hihi Firestop systems te eooz UUcUL SYSTETI NO. F{.1059 METAL prpE THRqUGH 1.HR. OR 2-HR. WOOD FLOOR ASSEMBLY F-RATING = l+lR OR2.HR T-RATING c &HR OR 1/2.HR. oa8I ot!oo (Jll,TOPVIEW -!r SECTIONA.A....-._- At ffi t. wo(xt FLooR/GEIUNG ASSETBLY (ULn LC CI SSTF|ED L5q! SERTES) {t-HR OR 2-HR FtRE-RAnilc) (z-HR. SHoUml. 2. LUTBER OR PLYWOOD SUBFLOOR WTIH FINISH FLOOR OF LUMBER, PLYWOOD, OR FLOOR TOPPING TMTURE. 3. PENETRANNG ]IEil TO BE OIIE OFT}IE FOLLOYUIIIG: A" tAjxttut 6'NoiltNAL D|AIIETER STEEL ptpE (SCHEDULE 40 OR HEAVTER]. B. HAXItrUT 6' NOTIML DIATETER CAST IROII PIPE c. tAxtrut 6" l{omNAL D|AIEIERSTEELCOT{DUn D. TAXTUIi 4" i{OTIiIAL DIAMETER EIIIT. E. IAXITUI2" NONINAL DIATEIER FLENBE STEELCONDUIT. 4. TII{ITUT 3'4" DEPn{ HLTI FSONE INruNESCEIIT FIRESTOP SEAI.AifT. 5. HLN F$ONE INTUTESCEI{T FIRESTOP SEAI.ANT: A TINITUff 5'8" DEPTH OF SEALATN FORA I.HR FIRE{ANNG. B. ffiNMUil 1.I'{'DEPTH OF SEAIAI{T FOR A 2.HR. FIRE.RANNG. IIOTES : 1. ilAXII|UM DIAilETER OF OpEl{NG = Z.if8". 2. ANNULAR SPACE = ililttut 1t4', tAXttUt 94". 3. CHASE WALI (IIOT SHOUUN, OPNOMT) . THE THROI'GH PEI{ETRANT MAY BE ROUTED THROUGH A l.HR. OR2+IR FIRE.RAIED GYPSUT CHASEWALLASSETIBLY. 206 Hilti, lrrc. (U.SJ O Hilti. frtpelform- Ouilast F800€79-8mO. t{tw.u&lflGco r o en espaflol 1€{n-87$50q) . Hilti FircEtop Syste.ns Guide 2007 UUcUL SYSTEIII No. F.G1IO6 METAL PIPE THROUGH WOOD FLOORASSEMBLY F-RAT|NG= l-HR T-RAT|NG=t/4-HR TOPVIEW -r|F- SECNONA.A --.!'_- <0e q (oct (Jlr- t. wooD FLooRtcElLlNc {gglq!!qucul crAsslFlED L500sERtEs) (l-HR.F|RE-RAilNG}. 2. LUI'BER OR PLYWOOD SUBFLOOR'TYITH FIITIISH FLOOR OF LUMSCN, iIYWOOD, OR FLO6R TOPPING l{XruRE. 3. PEIIETRATING ITETI TO BE ONE OF THE FOLIOWNG : A" ilA;NilU}I4" iIOiIIiIAL DIATETER STEEL PIPE (SCHEDULE 10 OR HEAVIER). B. IIAXITU}I4'I{oI{IIIAL DIA}IETER CAST IRON dR DI'CTILE IRON PIPE. G. MAXMUil 4" NOI'ITIAL DIAilIETER COPPER PIPE OR COPPER ruBNG. D. MAxltrtutt 4" ilOffiilAL DtAtTtEIER STEEL COitDUlT. E. IIAXIIIUM 4" NOIiIML DIAIIETER EiTT. 4. TIIIIIIUTI 3'4'DEPTH HITII CP 606 FLEXIBLE FIRESTOP SEATAI{T OR HITTI FS.ONE NN'ffiSCEIIT FIRESTOP SEAI.AI{T. 5. TII.IITIUil 5/8" DEPTH HILTICP 6$ FIEXIBIE FIRESTOP SEATAI{TOR HILTI F$.OT{E NN'ffiSCET{T FIRESTOP SEAI.ANT. O. tIIIilIUUiI 12" BEAD HILII CP 606 FI."EXIBLE FIRESTOP SEAI.ANT OR HLN FS.OI{E NIUilESCEiIT FIRESTOP SEATANT AT FONT OF COl'tTACf. NOTES : 1. tAixlilUt D|AIIETER OF OpElilitc = 51 2. AIINUIAR SPACE = iltNtMUil 0', itAXmUil 7r8-. 3. 9!_4!E VUALL (NOT SHOyyt{, OpTtoNAL} - THE THROUGH pEilErRAr{T TAY ROUTED THROUGH A l.HR. FIRE.RATED GYPSUT CHASE IYALL 207 -1 UL SYSTEM NO. F-G2O3O PI,.ASTIC PIPE THROUGH WOOD FLOORICEILING ASSEMBLY F-RAT|NG = 1.HR. ORz-HR. T-RATll,lG = 0-HR,3lf-HR., l-HR., 1-12-HR. OR2-HR. BOTTOI' VIEUI' 1. WoOD FLooR/CEILING ASSEMBLY (uL CLASSIFIED L5rl0 sERtEs) (1-HR. OR 2+tR. FIRE.RAnNG) (2-HR. SHOfVl,l). 2. LUMBER OR PLYWOOD SUBFLOORWITH FTNISH FLOOR OF LUMBE& PLYWOOD, OR FLOOR TOPPING MIXTURE. 3. WOOD TOP PLATE. 4. GYPSUT{ WALL ASSEilBLy (1.HR. OR z-HR FIRE-RATING) (2+tR. SHOWN). 5. PEITIETRATIIIG ITEM TO BE OI'IE OF THE FOLLOWING (Atso sEE I{OTE No. 2 BELOW) : A. IIAXIIIUM 4" I.IOMINAL DI{METER PVC PTASTIC PIPE (CELLULAR AND souD coRE). B. IIAXITUTS 4' NOI'INAL DIAMETER ABS PLASTIC PIPE (CELLULAR AND SOUD CORE}. C. MAXIMUII 4" NO]iIINAL DIITIIETER FRPP PLASTIC PIPE. D. MAXI]TUM 4" NOMINAL DIAMETERCPVC PLASTIC PIPE. 6. HILTI FS4NE IiITUI,IESCET{T FIRESTOP SEALANT II.ISTALLED TO THE MAXIilIUil EXTENT POSSBLE 7. HTLTTCP 643N F|RESTOP COLLARTVITH FASTENTNG HOOKS (SEE TABLE BELOW). 8. U4" WOOD SCREWS AiID WASHERS TO ATTACH EACH FASTENING HOOK. 3 @6lNo ei oo|ol! r A I A 6 NOTIIINAL PIPE DLIilIETER PRODUCT DESCRIMON NO. OF FASTENING HOOKS MAXIMUiI HOLE SIZE 1.1n"cP 643 50/1.5" N 2 2-1t2" 2'cP 643 632" N 2 2-5t8 3"cP M3 90/3" N 3 4" 4"cP 643110/4" N 3 5" NOTES : 1. AIINULAR SPACE = MINilUM 0", MAXtMUil {,2". 2. cLosED oR VENTED PlPtNc sYsrElt. (Pvc, ABs, FRpp=SGHEDULE 40, cpvG=sDR 1z). O Hittifutperform. Ouflast. Hilti' Inc. (U'Stf-800€79-8000 . www.uehilti.com . en espanol 1-800-879-5000 . Hifti Firestop Systems Guide 2007 n- sYSTtlt l|l F{-aE8 PLASTIC PIPE THRI]UGH I-HR. IIR ?-HR,.V[II]D FLI]IIR/CEII F{AIIIF = l-}R In e{f,.T{ATIIE=l-tRme-ilt EOTTII| UEV -.._- sEgruil A-A_-.r_ t ? 3 1, $ 6 7, um_ furnffrltc AssE{BLy o- CLASSIFUI ls|n $RrE$ O-fn [R a-n flRE{AT$E)(e-lR, slUto. PBEIRATIItr mil m lE ilE tr llE FlrilMffi 6fI ilm n 3 lfl."W) | A ilANHfi ? I{I{II{AL OITI€IER PVC PI.ASTIC PIPE (ElltLAR A}ID SIIJD qND, B mxlltfi r ililtr{a- DII|}EIER A8S pLASnC pm (ctuu-AR Am strlll cmD. C. ilAXruI l! l|ilI}IAL DIN|ICTTN CP\[ PLASTIC PIPE}fiMilfi 3/4'IIPTH tr I{ILU FS{IE INILO€SSilT NRESITP SEALAI{T,INI}Til 5/g UNU HILil FS{IE INTIIIStrM NRESTIP SzuAilr. MilNTfi V" EN IT HLTI FS{rE I}TruCSSM NRESTTP SEALAI{TI{LU CP 6{${ fIRESfiP SI.J.AR UNH FASfiilNF ffiIG AT HIINT OF gilTACT. I{ILII 3/16' TTM"ER NLTS M TTTAOI EATI{ FASITT{IIG IIIX T[ FUIn/CflTIIC ASSE{ELX IIIIES r L f{AXlilil IIIAlflm lf IP$$E = f.a AmtLAR $ffi = ttNnifi |t,, mXnfil S/9.3 q..OSEl m WlfiEn PIPilE SYSIE| C\rc t Affi = Sfiil.f 10, CplA = $R lD.4, TTIASE VAI.I fiIr $IIVII, IPilIilAD . ilf NHIFI PSENAilT rAY r Rf,'TEDt}ffiInr A F]R. A a-ffi. nE{ATEt Cyp$il SnSE va.L Iti. Outperform. OuUast. kE. (u.s.) 1-80G8ze-8000 . *,*;{;;J r-eoGsze€ooo . ,n,u nroroo sro*lio" zoo,209 -1 uL sYsTEit NO. F{-2t60 PI.ASTE PIPE THROUIX l.HR. OR2.HR. WOOD FLOORASSEIIBLY F.RAnilc = l.HR ORz+tR T-RANilG = I.HR ORz.HR. TOPVIEW SECNONA.A -=F- A t A J l. rvooD FLOOR CEIUiIG ASSEilBLY (UL C!-ASS|F|ED 1500 SERTES) (t-HR OR 2-HR F|RE RAnNGIslow{}. 2. LUTIBER OR PLY1YOOD SUB FL@R U'ITH FIiIISH FLOOR OF LUTBER, PLYWOOD, OR FTOOR TOtxruRE. 3. PEI{ETRATING ITET To BE OIIE oF THE FOTLOWI{G (Atso sEE I{OTE ItIo. 3 BEL}YI): ^:ffiylE:!ry:Wp,{rlql_pvqnAsT,bp,pE(scHEDULE40)(cEruL4RoR_ G-9-RE,(GLOSEDOR VEf{rED prpr{c sysTEt}. B' tAxltutl2" Notlll{Al DIAIIETERCPVC PLASTIC ptpE (sDR 13.5){CLOSEDpfpft{cfitrI 4' tllllllut 3r4" DEPTH HILTI FsoNE lNTutEscEiIr FREsrop sEAt At{T. 5. HLN FS4I{E NruTESCENTFIRESTOP SEATAT{TII{STALLED I1{TOAI{NUI.ARSPACE TO FILLVOIDTOltAx,|f utf EXTENT PoSS|BTE /rctnt.- l nry at.ltGrl? qrOttqrc - f 2. AN}IULAR SPACE: trill{ilUit 1r2", t[AinilUit t-t/8". ",.,1$:FJ1.: S-or^sJ1o[N,_9ru$L! lrHE nrnouex PENETRANT rAy BE RotmDcuesLd[rW; 210 I OHilti. Outperform. Ou -lllti, Inc. (U.S) 1€m-8794mo. www.uahllti.com. en esparlol 1€00-87950fl). Hilti Fn€ciop $starc uL sYsTEM NO. F-C-2232 PLASTTC PrpE THR9UGH WOOD FLOOR/CE|L|NG ASSEM F-RAflNG = l.HR. T.RAflNG = 3I4AND l.HR BOTTOMVIEW --v_ sEcTtol{, -.--...-l_.-6l() LL 1. WOOD FLq)R CETUNG ASSEiltBLy (UL CLASSTFTED 1500 SERIES) (l-HR. F|RE RAflNG). 2, PENETRAilNG lTEil TO BE ONE OF THE FOLLOWTNG {ALSO SEE NOTE NO.3 BELOW} : A" ilNmluil 4" NOHrilA[ D|AilETER pVC PLAST|C plpE {CELLU|-AR OR SOUD CORE). B. ilAxlllull4'lloillllAl DIAilEIER cwc PLAsTtc ptpE {CL(xiED ptptNc SySTEttt Ol{Ly). 3. HINIIIUII5A" DEPTH HILTIFS.ONE INTUMESCENT FIRESTOP SEALAI{T. 4. HlLn CP 648E FIRESTOP WRAP STRIP (ilOillf{Al 3116" THICK x l€14" WDE} COilnilUOUSLY IIRAPPED AROUND THE OUTER CIRCUTFERENCE OF THE PIPE, COVERING IWO TITES,IYTTH ENDS BI'TIED AilD HEID III PLACE WTITI TAPE. 5. TIILTI RETAIIIING COLLAR WRAPPED OVER WRAP STRIPS, OVERI.APPING MINITIUT 1". O. HILTI RETAII{ING COI.J.AR CLATP FASTE}IED AT HII}HEIGHT OF HILil RETAINIIIG COLI.AR 7. EVERY OTHER TAB OF REIAII{|}|G COLLAR SECURED TO GYPSUT CElLlilc rYfTH 1r4' DIAilETER xl-l[" LOilG SIEELTOGGLE BOLTS Wrru 3'4" DTALETERWASHERS (EX. HLn TOOGLER BOLTS). I{OTES : l. llAXllruf, DIAilETER OF OPEI{|NG = 5". 2. AIiINUIAR SPACE = lllNlfut 0", tAXtltut t/2'. 3. CLOSED OR TENTED PIPING SYSTEilS {PVC = SCHEDULE $; CPVC e SDR 13.5). 4. AS AN ALIERilATE TO UNUZII{G CP 6{8E WRAP STRIPS WTTH RETAITIITIG COLLAR, HILTI CP 643I{ FIRESTOP COLI.AR TAY BE USED. N'ERY FASTE}IING HOOX OF FIRESTOP COLLAR TO BE ATTACHED TO GYPSUII CEIUI{G WITH 1,4" DIAilEIER x l-12" LONG STEEL TOGGTE BOLTS UUillt 34" DtAilEIER WASHERS (EX. HtLn TOGGER BOLTti). Hilti. Outperform. Qutlast. lmi, klc. (lJ's) 1-so0*r*r0o0. *J.D;;;anot 1€q)-szssooo . Hini nrestopQerns Guide 2007 uL sYsTEil NO. F4-2270 /LOTVGUARD GOLD@ OR BLASEIIIASTER@ PIPE THROUGH WOOD FLOOR ASSEMBLY F-RAT|I{G = l-HR T-RATING = l-HR BOTTOI'VTEW sEcnoilA.A - a(\l ag 6l6' C)l! l A r.lvooD FLooR cEtltitc AssEmBLy (uL cLAsstFlED 1500 SER|ESI {l-HR FtRE.RAnNc). Z LUITIBER OR PTYYU@D SUBFLOOR |LTH F|NISH FLOOR OF LUI|BE& pLywOOD, OR FL@R TOPPII{GilIXruRE. 3.WOODTOP PLATE. 4. GYPSUM U'ALL ASSETBLY (UUULC CLASSIFIED U3(lO OR II4fi} SERIES} (l.HR FTRE.RANNG), 5. PENETRAflilG nEM TO BE ONE OF THE FOLLOWI{G (CLOSED ORVEITTED SySTEM) : A.ltAxtmuilt 2" itoiltt{AL DtAilETERFLOWGUARD@tD@CPVC ptpE (SDR rr}. B. ffAXtMUM r NOmMr D||IETER BLA'ZEilASTER@ CryC pFE (SDR t3.5). 6.IJ|INIIIUT 3'4'DEPT}I HILN F$ONE IiITUiIESCEIIT FIRESTOP SEALANT. 7. ilINITUil If2" BEAD HILTI F$ONE IIITUTESCENT FIRESTOP SEALANT AT POIT{T OF CONTACT. NOIES : 1. tAXlllUM DIAMETER OF OPEN|i{G = 3'. Z ANi{ULAR SPAGE = tlNltutl 0", t{AXttull| 5l8". 3. CPVC PIPE ilIAY BE II{STALLED YUITH COilNilUOUS POII{T OF COiITACT. Fb rGuad Gold ard ElazeMasbr ate registered hademarks of iloreon lP tloldhgs Corp. FGG/BM is a bad€mark of Noveon lP Hobhgs CoA. a Hilti. OfRerform. Ouflast. Hilti' Inc. (tr.S.) 1-8G879-8m0 . wwry,us.hlld.com . en espafrol 1-800-879-5m0. Hitti Firestop Systems Guide 2007 UL SYSTEilI NO. W.L.2186 PI.ASTIC PIPE THROUGH GYPSUM WALLASSEi'BLY F.RATll{c = l-HR OR 2-HR. T.RATIiIG = 12.HR OR l.HR. L-RATING AT AMBIENT = LESS TllAl'l 1 CFfilrSQ, FT. L.RATING AT 4{10'F = 2 CFfrl/SQ. FT. FRONTVIEW r0et oa:ci!0ao a =SECilOIIIA-A l. GYPSUilI WALL ASSEMBLY (UL C|-ASS|F|ED Ufl'o, U100 OR V400 SERTES) (t-HR, OR 2.HR. FtRE-RAnilc) (z-HR. SHOWN). 2. INOT SHOWilI WOOD STUDS TO CONSIST OF 2" x {" LU}IBER. STEil SruDS TO BE lllt{.2.1fi1" U,IDE. 3. [OPTlOtlALl ITA,(IMUM 3" NOiIINAL DtAttETER STEEL ptpE SLEWE (SCHEDULE 4{t OR L|GHTER). 1, lla0tuM 1" NoillNAL DIAilETER SDR I CROSS.LTNKED pOLyErlIyLEitE (pEX) TUBtNc (CLOSED PTP]NG SYSTEilI. 5. HILTIFSONE INruNESCENT FIRESTOP SEAI.AI{T: A. I{INIMUIT 5'8" DEPTH, FOR A l.HR. FIRE.RATING. B. ttlll,llMuil 1.114" DEPTH, FORA2+lR. F|RE-RAnNG. NOTES : 1. llAXlltUM DIAilETER OF OPEI{ING = 3". 2. ANNULAR SPACE = llll{IMUM lr2",llAxltut l-3/8". 3. WHEN A STEEL SLEWE IS PROVIDED FOR ASSETIBLIES WITH L.RANNGS, APPLY HLN FSONE INTUIIESCEIIT FIRESTOP SEALANT AROUI{D PERIPHERY OF OPENTI{G TO COVER EXP(XED ENDS OF SLEEVE AT{D TO t"AP TIINIilU]T 1'4' OI{TO GYPSUII BOARD OIT EACH SIDE OF TYALL 'f. IYHEN A STEEL SLEryE F llOT PROVIDED, PEilEIMNT ilAY BE INSTAILED AT Alrl ANGLE NOT GREAIER THAN 15" FROTI PERPEIiIDICUL"AR. Hilti, Outperform. OuUast. Hitti, Inc. (J.S.) 1-800-879-8Om . r,vww.us.rrrfr . €n €spaiiol 1-80o879-5fito. Hini nrcstop Syf Guide 2007 291 uL sYsTEt t{o.w+-22u PLASNC PPE THROUGH GYPSUTU WALL ASSEI,IBLY F-RATING=1AND2-HR. T'RATING=lAND2-HR L{AnilG AT AilBIENT = LESS ltlAl{ I CFiltSQ Ft L-RAilNG AT'|00"F = 2 GFM/SQ. FT. FROiITVIEW -- U SECNON A-A rJ 1. GYPSUXI WALLASSEilBLY (UL CLASStFtED U3t'0, U4{t0 ORV400 SERTES WALL} (l-HR OR 2-HR FrRE-RAnNc) (2+tR SHOUTNI. 2. {NOT SHOW}|}. w@D SIUDS TO COI{SIST 0F NOilIINAL 2" x 4" LUMBER. STEET STUDS TO BE Hl{lTUtt 2.12"IYIDE. 3. PENETRANilG FET TO BE OiIE OF THE FOTLOWING : A tAntuM 2" M)*ill|AL D|AilEIER p\rc pt-ASTtC ptpE (SCHEDULE4|) OR HEAV|ERI (cElruLAR oR soLtD coREl (cLosED ptpfi{c sysTEil oNLy). B. ilAnilUM 2'NOtrlll{AL DIAilETER CPVC P1ASnC P|PE (SDR 11 OR SDR t3.5} (CLOSED ptptNc sYsTEil OirLY). 4. MII{ITUT S8" DEPTTI HILT] FSOI{E INTUTESCE}IT FIRESTOP SEALAI{T. 5. trIttIIIIUT 1'2" BEAD HILTI FSONE INTUTIESCEI{T FIRESTOP SEATANT AT POINT OF CONTACT. NOTES : 1. ][AXltlUt DAilETER OF OPENING = 3'. 2. Alll{ULAR SPACE = MlNltutl0l,llAxllluit 5,8". Hilti. Oufoerform. Outlast. Hitti, Inc- (j.S.) 1-8OO€79-80O . www.u&hilti.corn . en espafiol 1€q)€795000 . Hitti Fircstop Systems Guide 2m7 BXLV.L570 - Fire Resistance Ratings - ANSVUL 263 Page I of6 BXUV.L570 Fire Roslstance Rafings - AI{SI/UL 263 ?acei@ID Design/System/Construcdon/Assembly Usage Disclaimer ' Autiorlties tl'tving Jurisdictbfl $ot-dd be con$lted in stl Ges as to the parucutar requlrcments coverir€ the instaflation and use of uL^ -UqS g OFf,"d troduce, equtpment, system, det tces, anl rnaiaiii".. Auuto.fltcs itavtng Judsdtdion dbuld be consulted before construcdon. ' Flt€ t€sstance assdnblics and oroducts ar€ develop€d uy tre ocsrsn ;umitter and have bcen invesdgated by uL for compltancc wtthapplkable requlr€tnents' rne oiruisrtea-inbtmauo,i;-";6iil;;;;rr* evr.y consuucum nuanc€ encounbcd in the fletd.' whcn fidd bEUGs 'dse, it ts rccommeno"o ute nttt conua m-aGstance be-ae tedrnical servie stafi p.ovtdect by the g'odrjctmanuf'(irer nobd for the design.-lrsets or nr. ,"si*." "J [iE "r" "o"i*a to "orr*rtt th€ gerEral Guite tnformatton br eadllSS."|:ffiX"l9roup or assembll= rne euioe inormaiton ina,roes "pecino co;;i"d';E;; -ate.iars and alt€mare. Only produds whidt bca. UUs Mark are consider€d rs Oassified, Ustcd, or Recogntscd. Fire Resistance RaUngs - AtSt/UL 263 See General Informadon for Ftre Ragtstancc RaUogE _ AT|SVUL ZG3 DG3tgn o. t-sto S€ptember 09. 20@ Ut|rc3tr.had AarqttHy nrdn, _ I Hr. Lord nEtrlct d lbr C.n dI Apellcadoc - Sea Gur:dr 3XI,y7 lLl nleflre 88-cD7A f,IL E COPY td r.'l l- t1 \\// t< CCT 2 t rnnn TOWN OF Vrtrl-. i http://database.ul.com/cgi-bin/XYV/templateiLISEXT/IFRAME/showpage.html?name=B... gn6/200g BXUV.L570 - Fire Resisrance Ratings - ANSyuL 263 Page 2 of6 1. Floorrng syrtem - Thc nooring system shrfl constst of one of d,. fortolving: hts://daabase-ul'com/cgi-binD(YV/template/LlSEXT/IFRAME/showpage.html?name=B... 91261008 BXLIV.L570 - Fire Resisrance Ratings -ANSVLIL 263 Page 3 of6 Wr Io. 1 subaoorlng - ilom 19./32 in. tftk* vtood stnrttrral pands tnstalted perpendh.rtar-to the Jobts wlth end JolnE sfiagger€d.Plywood o' p.rEb sco.rd to toists rritn aoishdr'"0-ire"r"ii#-i6. eo ringcd shank na s, spaced t2 in. oc atong aach,obt' staples havlng equal or greater witMra*aiana lrteni'riJGnd "uargur tmy ue srbsdtuted for th€ 6d ,Eits. Vrpo. AatrLr - (OgUonaD - om 0.030 h. thtck cornrn€rcht asphalt saturated f|L Fln'rfi Roor - Mh 1 bv 4 in. T & G tumbcr installcd perp€ndtotar to the Jolsts, or mio 15/32 In. drlck wood structura,panels, min grade 'underlrvment' or'sirEt*tl*i. i"iiii'i"-riAipfrL o. ot"nn* axi' of pan€t to be pen€ndicurar toJotsts nith JotnE stagoered. *n o.2 subdocd4 - ilo'n 19/32 in. ftlcft uood structural prnck installcd pe.pedicular to thc jobts with erd Johts sbgg€r€d.Plywood or parEts sqrr€d to rdsts wfi q6tru.do"';tE;;;ii.-bo ri a.a ,rranr, ,rib, gaced 12 in. oc arong eacrltolst' staples h.ving cqual or gncaer wttfidta""t;; d;-;i;fi *ngth ,"y b" ..lbsolurtd br o." 6., narE. vrpor Ltri.r - (Optionat) - on O.O3O h. thtck commerctal aghah saturat€d felt. Hoc x'it t|tt.ri'b' - (oPdona]) - Mn v8 In. to max V4 In, thk* noor rnat materiat toosely tatd orer the subfloor. UillTED STATES Gypsrrr CO - |E-\TEIXOCK@ Brand Sound R€duction Bo.rd AlbrrEb Floar l,Lt t{3tcrhbt - (opumaD - t{om V4 in. thlck f,oor rnat matertat loo6ely laid over tie subfioor. UXrED ATATES CV'|Srrl. CO - LEVE_ROCK@ Brand Fbor Undertaym€nr SRH_2S albn'b Eoa tl't xrb'Ll-* - (o[,donal) - llom 3/8 in. thtd( ioor mat material bosely latd over the subfroor. SOI-lrtIA UIC - Type SCs{, tnbftflootlng - 61qol To9'f ing r-lxbrt* - llin l/2 in. thiJ.ness of floo. totl;thg mtxture havkrg a mln comprcsstverrensth of 1200 rEr. Rcfer b manufacur..rs n:r".don" a.-.d-n-v;a ure mii"riir r, 9Jn-";ii;;il' UiTTED STATaS 6vp!$rr OO - Type tRK ryttan J{o. 3 *dloodne - Nom r9l32 in. thick wood structur.l p.nels instrtled perpendtaitar_to the lotsis wttfi end Jolnts staggered.Plt rlod or paneb s.orred to bist w|th conshi;j";';trei;;;*d6l ring€d shank nairs, spaced 12 in. oc arong eachtoin' staples havtng equal or lrear wisro.ariiini iJd{i'rii;ni" iEl,gut,-v t srbsdtutsd for the Gd natb. VaFo. Barrtlr - (@ional) - Norn O.O3O k!. tt{d( o.nmetdat aspftalt saturaEd fdt. Floo" l|tt rac|J3a - (optional) - f,lln 3/8 in. b mar 3/4 In. tttick llooi mat matertat bosely tald over th€ subfloor. ArrCD STATES G.'ptgrft CO - |-RTEROO(@ Brand Sound R€ducfon Board AlEn'b Hoor rtt ll&i.lat - (optlonrt) - om 1/4 ln. thick floor mat nutt€r'ral toosely laH over thi subfioor. urrrrD srarEs Gypsux co - .EvE'Roo(@ Braod Ftoor undedavment sRr.r-zs AlErn'tc Floor t|'t "'tariab+ - (option l) - om 3/8 h. tnl* floor Brat matertat toosety taid over the subfloor. SOLUTI titc - Typc SCsO Hl*TllHffi,;P.;.'"ffi,:J,;"*t#i"3;ffi *"ff H,m3,#gaaTiliglf -o** UfltrID STATES GYPSUT @ _ TyPe rrs[RK http://darabase.ul-com/cgi-binA(YV/template/LlSEXT/IFRAME/showpage.htmt?name=B... glz6no0g BXUV.L570 - Fire Resistance Ratings - ANSVUL 263 Page 4 of6 rylt |rt f.o. a ssbfiooilr|9 - Nom t9l32 In. thlck wood structural panels Install€d p€rpendklrhr_to dre Jolsts wtth end Jolnts *agger€d,Plywood of panels seqir€d to lolsts with constructnn aort g"iind i6.-iu ang"d *rnr -tb, sgaced 12 In. oc abng eadliolst' stapl€s hrvlng cquat or greater wtdrdnwaiina meni teJriiil "t .ngnr r"y o. $b6ututed br the 6d oEtts. Y'por i.rric - (opdonrt) - Nom 0.030 in. thrck aommerclar asphalt satu.ted fert. Ffn&ft t{oorfng - Eoq Tol|t'ng l|hturt' - ]1in v4 or I in. thidcEss of f,oor bpptng mlxturc tor I gl3z or rsl3z in.tnrct wood strucbrdr Daners resD€cnvd1, havlrg_^a min compresdve ilngs, * ro0o pui. n rJ i ""nir?ilr*r.instuctlons acompanytng th€ matcri.t 'f; spccinc mtx ;c;6;l' - -* - AU.fED ClrSfOX Gytg,lt DLAitERWOff,S LLC _ Acqi{rrte and Accu-Radi.nt alE rlc Floor xlt xd-ldt -.(opqnal) - Eoo. mat mrlerial nomtnat 2 - 9.5 mm thtd( loo6e latd ov€r tt|€ sublloo.,Roo. topprng dr!fl b€ a mtlr of 3/4 hi. 6; i rnlar* l#'igj,efti-il# ril. u,i"r ,r_o structurat pan€b ,€sp€duvely. AiLTED cusrot| cYPs'x pusrtRwot|(s uc - Typc Arljeuiet pso. Tryp 16qeur.t c4o, Tvpe Aeueur€t RsM 20,Type AcdrQui€t RSM 32, Type Acuerj€r RS!,t +e, ivpu'i.A,ii;;-i;i'i., ,no ryp. a.oreui€t RsM 120 *nl|o.5 sEuch|. l cGltsrb-Flb" t nib' - lbm 3/4 n. thEk- with-long edg€s tongue aod grooved. tong dirnenstoo of par|€ls tobe perpendidlar to loEts with etd Loints staggcr€d a min or: it ino 6ered over tt|e Joists. panels seorEd to Jo6ts wtthl19r: Pq N9--9 serr-dr$rrrB, :e-rr-count.'6;n,re J;';;;-9iJi'i ."' o rz rn. oc In the ier wni a sc.wvbcatcd I h' and 2 h' frqn e.ch edge, and 8 h. oE m thc ffiJwnir a soew rocatea z r,. iro--Jac, Jge. bc.t€dV2 in. from tfte gde edg€s of the pincl. UIIITEO SfAfES cvDl'l,| CrO - FORTACRETE Stnrcturat par|"ls 2' structnl woo'l tlalbql8r - l' n 9-V? l".--d:o.p:f *rp.d wood Jorsts spacerr at . mrx of 19.2 in. oc, and btoct(edat the cnds udng 2 in' bv 10 In. wod m€rnbcrs. f,lh joi*s bdring on 4ites stritt ue 5-tl2 in. Joists se;J'to u," l""ringfHttut t-o eo ot tod nalls tt eadt Gnd. spaong 'iiii ueincni"Za'dzr in. oc ',rr- aattl ana iianrcti. (rtern 3a) UsYERfiaEusER - Typ€s rjr@ 360, TJto 560, TJro/r6s, TJr@/L9o, TJro/Hlto, TJto/HDgo, TJI@/Hsgo, TJr@ looq 24. Alb.'EO $n .ot."l Wood ..'rb-r - .'ln t4 in. de"p wood and steel trusses $Ec€d a max of 19.2 ln. Oc. tnbeadng a|d naillng or boftJm to bcrrlr|g pLtes (dr;rcit ;ie{i8il6 jip.l c,"lt b" in "o-rd"nce r{ttfi thc manufactf€/sInstalLtion Inskurtions. spadng may bc increaid o il in. Od iheriGlrr aru gfr.k i3. (Item 38) b used. WEYERHAE| tER - Typ€s TlH, TJt(x). nM, Trs, Trw, TlL. 3' Lad'don - lftts rnd ahnlabt- - (optbnrl) - qass fiber li|sulltbn. sccjr€d to tt€ s.rbiooring wlth strtes. or totne wood Joists witfi 0'090 In. dlam oah sdJ Gr"sl o. aopeo--o-r"iiil-Eli rt ot"*"ugypsum panet (or sreer Frardngliletnb€fgcypsm plncD cdllm mc;brad Any dtid.;;;Grio-n'# iLr"uon b.artng the uL oasslflcauon Marrins asto Suface Bumlng OEracterisdcs ard/or Fl.e ieststance- 3A' &E|r||don - !'oo" Fltl r!bi!l' - As an ahernaE to ttern 3 - Any thkkn€ss of loose nt mate.ial b€ar{ng ure uLcbsdncadon t'lartins fo. surf.ce Bumlng o,"..t"-a*a, ipiii iurri-dre conceateo sprce, ovcr the r€sitient or turringchlm.Vgypsrrn paner or stcrt Faming -Membe"Vtypsd];;-ilits ;ernoran . 38. &t.ulalion - Baitt3 and llf,|lr.t3r-- (For Usc Whcn SEucbral Woor, }|cmbG.r. are spac€d 24 In OC) _ Mtn. 1 in,llll$ 1!: ,flPof^y:l^o_ku-r_ oasoncauoi,ii,tai,iEii'si,1E"" e,-r,g characte,iscs a ndtor A(e 4. R6llictlt Chlnncb - Nom 1/2 h. deep by 2-318 in. wide at tfie base and t_3/8 In. wtde at th€ face, fo.mcd fiom0'020 In' tilct gatv stsd. Ins*allcd oeneniku't ;_6 ililG;;,il;ax of 16 in. oc when m insuta',on is fitted In theconcealed space' or 12 in. oc wh€n-hsihtlon is ned i; the b,ioir"a jp"".. rr. cours€s of rEs ient drannet postuoned 6in' oc at gvp$m panel butt-loints t3 In- nom eactt-eni; oi i"[0.ifr].-ciiinn rs ortent€d opposlte at gypsum panet butt-Jolnts' channel sPliccs over'lappeo + In. oenerur wooJ'u'rd.'-cG'i'{iriJl.".r* m each truss witfi 1-v4 in. tong Type s f:lFF sF tung rkmb.rt - ( ot shown) - As !n altemate to lt€m 4. main runners, cro6s te6, crossdranncts and wall angle as listed betor. I i"-- j http://database.ul-com/cgi'binD(YVltemplate/LISEXT/tFRAME/showpage.hunl?namFB... gn6n00s BXW.L570 - Fire Resistance Ratings - ANSL/IL 263 Page 5 of6 a. Ialn tunnffr - ttom tO or f 2 ft bno? ]-SlL6 tn. ot t_tl2|n. widc face, sprced 4 ft. OC. Matnrunners susp€nded by mtn 12 swc gatv deet-trangcr wlres !pa;d'+e ii. cb.'nange, ii;6 Ei.Iocited idracent to matn runner/crols tee interse&ons, fr"n6J*lro *opp"o and twist_ued onl5d nals driven In b sidc of Jotsts at tcast s r". iur"igti-iii^il;;:'' l_9:f f=^: tlql 4 ft tong, 1-V-2 in. wtde face, Insra ed.perpeMtcltar to the maln runners.+aced 16 In'.oc' Additooar c.oss te€s or cross channas used-at's il'6n eadt srde of buttedgypsqm panel end Joiflts. The cross tE€s-or crc6s d|annels ,nay be riveted or scr€{ atBched to thewall angle or channcl to fulhltc the celtrng fnstalbuJn. - ' c. Croar Cftannab - Nom 4 or t2 lt-long, insta ed perpcndicnlar to mdn runn€rs, spaced 16 in.oc. when Batts and Btantcts (rEm s) a6Gt;;;;[il;-ri;;"ib rn. oc. d. Wall Angh or Chrnn d - prtnted or galv steel angh ntth I in. legg or d|annel with I in. legs,l:ll_6_t d:."p "u"ched to-na's at pednieter of ceitrni wnh ia"i"r*-r!-rd rn. oc. To support steelrramng member ends and fur screw-attacrhmmt of UrJqypsum p;mb. nrc - Type DGL or RX. rrsi6 It|TEnlOTS trc - Typr t GL or RX. 18' lltTPq $"{ Frlnlng rqnb.rt - ( 'ot shown)' - as an ahemate b rerns 4 and 4A, ftrrrirE channcb ar'o steeltramiaE M€rnbcrs as dgcribed belor. a. Frrrirg Ch. !b.- Formed of-No. 25 IEG galv sct. Z_3lA tn. wi.E bV 8 In. deerr, spaceo24 in' oc, p€rpcndlorlrr b Joft*s. wttcn lrrs.,rettir, Itemi 3. 3Ar o. 38 ts used, the turrino d|annelspa€im shrr be €duced to t6 in. oc. qunners siarruo m j"r* i"-o-"ifo-friiii'tJii'u.iil[ "rad,dnrns *anners oysrspred 6 rr. and ueo ogctdi;rdt d;rbr" G;;iri,.'iitil6il.;.t*rwkt neEr cadt end of ovc.lrp. b, SEal Fnmlng taqrbcrts _ t sed to aurdt furrhg chrnn€ts (ttern !) to t le wood rotsts (IEn2)' when wood Joicts ar€ spacld tg,z in. oC, aips-+iiao a mar of 3E.4 h. oC. when urood iotstsare spacld 16 or 2/r in. oc, drps spacea a mrx 6ilcin. oc nsrc-r JG ii-,"a- ii JiiiiuigJotsts wr$ r{o' I x 2-173 yr. oarse arvratt scra u'ough ts'" ."m"r g.6-.i"t. nsrc-viiiJl,""ob artEmating loists wtth o. I x t_t/i h. corrsc omrl]i screw urrcult ure center troi". i*frgdtanneb ar€ frtcuon-nEiO_ ino Obs.'Adjtnf,rg 6"#d'are orcrtapped as descnb€d In ttem a. As.o attenute, .rds of,-49itrg d;"rqi qgvii _irr.pe"a e rn. ;-d "e.r..d bg"dr;;;il.;roserf-tapptng #6 ftamtng -scrcws, mtn. zU ro_ii.long ii 6; lnropoint oi oJ ovi-rtaal-dil ;;;,on each iang€ of the cnannet._ Addi'onl arl reqi,r.iJ 6 rroro tunrnq'aan;a 6;t;il;;"walboard butt roints, as descltb€d In tt fli i. --_- : - pAC ltfIEtXATlOl{AL IXC _ Types RSIC_I, RSIC-V. 4c' stacl Fruning r€mbG.t - (optbnal,. Not shown) - usad as rn d*maE m€tiod,to attadr min. l/2 In. deepresilient drannds (Itlrn a) to sauci;l wooit -emo-i tic- zi.iJirelit oannas ar€ ftktion f,tted into dip+ and thendips arE s€qJ.d to o'" bottom chord of eactr "tt rcr.r ir"J #iit]Ei'fo, " ,rn. 1-314 jn. rong Typ€ s steer scrwtnrough the c€nter hor€ of tie criD and the^.G"t ori"iiJ-n-.'iii.'ffi,irrp ,o,rr-rt a,anneb are overr.pped 4 in. unde,structur'l urood membets' The diD flange ls opcn€d clghdy to a-ccomrioaaF ure two o/ertappcd dnnnels. Addtuonat dtpsrequrr€d to hotd r€si'art ch.nner th.t suppoG Ure gy;,; bi;rd--Ouiilint , ", our.,tUuC ln tt". s. IGEXE tlrtLDtXG pnOO{rCt|S CO t|{C _ Type RrC Assurroce. 5' 6YFqm aostdt - Two lave6 of v2 ln. r 5/8 in. thict by 4 ft wide gyps/m paneB. Insta ed lErpendtcutar b r€slti€ntchannels (ltem 4)' The basr tav€r of pands scni:aGcrreo- 6ur"-ngiLit d,ann.r with 1In. tong Type s scr€ws spaced 8in' clc at the buc jo{nts and l6 ln. oc in rre nera or u,J;;;|.;;;41;"r icrcvy-dttad|ed to the .es{tent dranners r{th1-s/8 in. Type s scrcrs sprcd I in. oc_"r,d r-Vz rn. i# e 'rJi"i-ij'td e h. oc at rhr bun Johts tocated mH_spanDetween r€s{ient drannrb. rrvhen strGl Frurt''g ranriirrirtenr-cai"-- "r"a, gyperm boa;d-r#rno-ilrii-ron9omenson perDendidLr to cToss te€s- Thc uase-layer or pandc aitr,'"i'L atoo tes 'lth I h. rong Type s scr€rvs spacedI in' clc at the butt rolnts and t6In- oc r" u,incr,i "ir 6Gil. iiEEi"l'"yo.o""-attadred to rhe o'oss t€es fltr l-vah' Tvpe s sqews spaccd I In. oc and.r-vt n:'ivp€ G ;ft-'9.iiii'in. oc at u,e butt tornt' roca*d mrd-span betue€ncmss tecs. screws dono sides and ends of eands';aced qdL?iin.-nprn p"n r "oge. End Jotnts of panets shatt besEsgercd with spadns betwe€n iohts on aiurcanriiners-,iJtiG'i"n ih cic, wr,"n-st-ili.air1; fi|i[;|r otem +elarE Ged' panels instalH witi loflo amenooi fraiiii iithloiiilri"il rii". an"o]ed to the turfing channers ushs 1 io.long Typ€ s bug*head steer sc*;s spacea a in. oc atong 6u-d*-.id fi;ttt "nd 12 in. oc ln the fferd of o',e paners. ButtedendJolnts shal be $aooered min. t t -l,g,l-qre."#;8, ;il;;; fiL""y betw€en the continuous funinE channets.Eirch cnd of the svpsum oaners shafi b€ supportc<r by a srnirc cngth oi;;nd d,;;;6;;t b-ili;idtri iiii?," pun"r pru.5 in' on each end' The tur'inq channck sh;ti u. "pu.i* ipp'ri:riilliilii llilr. t". oc, and be attadred to underside of tieJolst witi one Rslc-l dlo .t Gadr end of thc cnanhet. a,r&iriu"il-ilieieid Joints to be offset a minimum of 24 n. inadiacent courses' outer laver attadred b gr" grrng o"it:i"ri;niiis)d h. rong Typ€ s bugre+ead steet screws spaoeda ln' oc at botted joints and 12 in. oc rn the frerd. d"-td;;; j;;'6;i;oftset min 12 in. from bas€ rayer end Johts.Butted side ,oints of outer rayer to be o'setil ii;. fr;';-,fi;-';:ffins or ur" r""o. htF://database'ul'com/cgi-binD(YV/template/LlsExT/IFRAME/showpage.htmt?name:B... g/26100g BXUV.L570 - Fire Resistance Ratings - ANSVUL 263 Page 6 of6 Clt{AOtAx Cypst ta COTa'A V _ rlT tn. TtrP- C,IP_X2, IFC-AR; 5/g in. Typ€ C, S(, Ip-xt, rp_X2. U TTED SIATeS GvplSrH CO _ V2 in. Type C, Ip_X!, Irc-AR; S/8 In. iype C, SO(, Ip_x1, rp_X2. usc tlExlco S A o€ c y - V2 tn- Typc C. fp-xz, trc_AR; 5/8 h. Type C, SO(, Ip-xl, !p_x2. 6' Flnl*rlng syatqn - Fiber tspe elnHded In co.npound ow.rjotnts.dnd erpoG€d natt heads, cov€f€d wnfi compoundwlth edg€s of compound fieathcrid out ls an arterna'f,. no:m 3/32 in. tilck 9yp6um y€neer pLster m.y be appfi€d to theefdc srrface ot dassafled veneer bascboaro. :oi.ts ,gl:riii.c. 'EearlrE the UL Ctssslfic.Hoo Mark Lrllrldagd on 2@8-09-09 Ouesdofls?tao6ce of Dbddmer Paoe Too Copyrtght O 2008 Undenvriters taboratort€s Inc-@ The apge'rance of a companv's oam€ !r pfodjct in t'|is database docs not In_ hsdf asslr|! ttrat products so ideottfred have Deen manufactj.€dsf"?*1t;J:i:hTrfilf,;"o*T"H.;t#"ff b*.i"e d.-ui;il'J*u o.-*ra","o t<io' iriJl"o t"e,ed u,der ul,s Forow-up uL permts th€ r'productlon of the mate.ial cDntaincd in the o lne ceftficauon oiredory grbtsd to the bllowirE @nditions: 1. The GuideInbmation' oedgns and/or ustinos (fit€sl t"i-*-pttsJrtli'il'ii#'Jfrt*y ."0 in r non-mid€adir{ manner, wnhout any manipurat on of thedtta (o' drawlrps). z. rrp statemirt:nep'rl"ted ft!|; dt;-diil deiln;Lns orreoory wtth p€.mtssbn frcm u.d€ dters t bordtories Inc.. must:ffi1#3"ffi:P,:ilmrfl:ffi tn aooiuon. ure riprintiiililar must inarioe i',i-di''ig1't-;tlu#'in-rr toilowins ro.mat: "copyrisht @ An l!ldapcatrrt otoanltrlloo tgrkt|tl to. a ,itrt rorl{t rith. iltegtlry. !rscis,0[ !no tro!rted0!. hftp://database'ul.com/cgi-binD(Wtemplate/LlSEXT/IFRAME/showpage.htmt?name=g... gn6n00g c-l- -r- >-F9r3I Nm $B fi#m 6I Eo c- "(F9-n1F $m .$cr, l s6m3ot-{r UIJo ;$;i:#dF#il ii 1= + pl J r $.:iq-*xF PTi*t fr**$;il fr [x r; #T;f,$ TT Hi ...= vfr ffifi EJH$il d$ Hphivnozo ;:dP;$:ldFEIi*strdFi;t5{"d c$ $H $$ilf; il RH#fi*$$ no 6 g/cf.oo?z R- r , ;:D TOWN OF VAlt= kryrfrnent of hmmunity &velopment Building hfety and Insp&ion *Nies 75 huth Frcnbge Road VaiL Colondo 81657 97M79-2138 FAX 97M79-2452 wwwmilgov.@m Seond Check Second check plan review comments are shown below original comment in bld ihlie BUILDIT{G SAFETY AND INSPECTION SERVICES PL,AN REVIEW COMMENTS: plans submitbd 5/U08 TO: FD(/Email #: NUMBEROF PAGES: FROM: DATE: BUITDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBEROF STORIES: BUITDING AREA: Contractor/Aoplicant Highland Builders Mark Hallenbeck Architect FriElen Pierce proj#0721 3 Chris Gunion, Building Plans Examiner slu08 B08-0072 Jeff Selby 288 Bridge Street mixed VA 3 7870 s.f. mark@highlandbuilders.com johlson@vailarchitects.com The documents submitted for this project dated 4128108 have been reviewed for compliance with the 2003 International Buibing Code, 2003 Intemational Residential Code, 2003 International Mechanical Code, 2003International FuelGas Code, 2003International Plumbing Code, 2003International Energy Conseruation Code and 2005 National Electrical Code as modified and adopted by the Town of Vail, The following @mrrrenE will nd to be addresed prtor to isuane of a building petmit: For procesing: o Please submit four comolete sets of revised construction documents containing the reouested information with all olan revision items clouded or otherwise identified. Partial plan sets or loose olan sheets arc not aceoted. o Please respond in writing to each comment by marking the aftached list or creatinq a response letter. Indicate which olan sheet. detail. specification. or calculation shows the requested information. Please send revisions to the attention of the olans examiner with the building permit application number noted. o Please be sure to include on the resubmittal the enginee/s or architect's "wet" stamp, siqnature, registration number and date on the cover oage of anv structural calculations. all structural details and structural sheeb of the olans. For commercial or multi-family proiects all sheets of the plans must be stamped. Please coordinate plan resubmittal with Town of Vail Public Works, Planning and Fire Department comments. fndude rcquesEd information addr=ssing Sat Hunn? amment: "Developr shall addrcs planning andition of appoval aneming submittal of execufud enaoachment, shoring and temporaty a@ss agemenE with adiacent ptoperty ownerc PRIOR to issuance of a building permiE" As of 5fi/08, apprcvals ftom Town of Vail Public Works and Vail Firc have not been enteted in PeflniE+ forthis huilding permiL Architectural Com ments:1 Sheet A000 indicates the building construction type is type V& the code review sheet X001 indicates VB is proposed, Coordinate all notes on plans. Show the appntprtaE 7 hour ratings in the code table X(W"nting tequircmenE of building elemenE" tu X(ml 3 If type VA construction is used for the proposed building, include complete t hour assembly details for roof/ceiling, floor/ceiling columns and beams per IBC table 601. Include all fire resistive assembly listing details. If VB construction is used, include t hour construction details only where required for separated uses, and location of property, decks and parapets. @odinaE 7 houra*mbly listings with all *tion debils on the plans, PIan stions and details anbin information onflicting with the a mbly listings. Referene all 7 hour asrembly details on lhe plans and stions debils. Ptovide the UL or gpsum as*mbly dehil on tlte stampd plan sheE. Multiple sheeb Include asembly debil for 7 hour rcof onstruction, Coodinab with all plan *ctions and details, Multiple sheb See Sheet A804 for fire ratings. Revise occupant load for first story M occupancy. X001 indicates occupant load factor is 100. This is incorrect. The occupant load factor is 30. IBC table 1004.1.2. Revise exit plans. llpdate all upant loads on 2/X(W to show the aorreLt cncupant lads Se XOOI 6 Revise sheet X001 to show complete exit discharge to the public way at all east exit discharge locations. Provide complete plans and documentation for the east exit discharge at the "access agreement easement". Include details on a code compliant exit discharge per IBC ch. 10. Include documentation on exit discharge easement and show complete plan for exit discharge to the public way. Please include a @py of the rquested exit ea*ment for the building permit recotd. Deument was not included, See attached document yf,l Include a complete Statement of special inspection with all required information per IBC t704.1.t. No statement was rceivd with the rcvid plans, See IBC 77(M.7.7 for the tquircd information to be prcyided. *e the list of tquitd spial insptions on shet SI - See revise Cover Sheet A000 1y'2 Revise roof plan and elevaUons to show new boiler vents and termination 2'above any roof within 10" per and 8'from a veftical wall per IFGC 503.6.5 No ,6pon* was given to this omment, Show information on the rcof Plans. See updated sheet A301 and A204 14 Provide fixed ladders, catwalks and wo*ing platforms for access to all rooftop equipment per IMC 306.5. Provide access to elevator equipment room per requirements of NWCCOG elevator inspector. ,Ffrow llxed tadderc poviding aacess b the rcof and equipment ftom grade per IIvIC " 306.5 See updated sheet A204 Electrical Comments: 33 Provide emergency egress illumination where for exterior stairs where two exits are required. No tespot * was treived 34 Provide receptacles above Show Wndow per NEC 2L0.62. No t6pon* was twived 35 Provide separate branch circuits for elevator machine room and pit receptacles per NEC 620,23, No rcsponse was rwived 36 Location of 20hp elevator motor disconnect is not shown. No response was rwived Please refer to the cover Creet for informatlon on r€submitting plans. In order to avoid delays in assuance of a permat, please check f rcquested Information is included with the rcsubmitted plans. Please submil reyised plans as a complete set, Pafial plan resubmittals will not be rcviewed. F: \cdev\CH RIS\PERM IT.COMMENTS\807-0307\807-0307. DoC Deparunent of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970479-2138 FM 970-479-2452 www.wilgov.am Second Check Second check plan review comments are shown below original comment in bold ihlis BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: plans submitted 5/1/08 TO: FAX/Email #: mark@highlandbuilders.com johlson@vailarchitects'com Contractor/Aoolicant Highland Builders Mark Hallenbeck Architect FriElen Pierce proj#0721 NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 3 Chris Gunion, Building Plans Examiner slLI08 808-0072 Jeff Selby 288 Bridge Street mixed VA 3 7870 s.f . The documents submitted for this project dated 4/28/08 have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003International Fuel Gas Code, 2003Intemational Plumbing Code, 2003International Energy Conservation Code and 2005 National Electrical Code as modified and adopted by the Town of Vail. The foltowing commens witt need to be addressd prior to issuane of a building permit: For processing: o Please submit four complete sets of revised construction documents containing the reQuested information with all olan revision items clouded or otherwise identified. Paftial plan sets or loose plan sheets are not acceoted. . Please respond in writino to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, specification. or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building oermit apolication number noted. r Please be sure to include on the resubmittal the enginee/s or architect's "wet" stamp. signature, registration number and date on the cover page of anv structural calculations. all structural details and structural sheets of the plans. For commercial or multi-famiM projects all sheets of the olans must be stamped. Please coordinate plan resubmittal with Town of Vail Public Works, Planning and Fire Depaftment comments. Include requesfud information addrcssing Scot Hunn? omment: "Developer shall addrcss planning ondition of approval oncerning submittal of exsutd enctwchment, shoring and temporary a@ss agreemenE with adiacent prcperlyowners PRIOR to issuance of a building permit" As of s/t/O& apprornts fiom Town of Vail Pubh:c Works and Vail Firc have not been enterd in PetmiB+ for this building permit Architectural Comments:1 Sheet 4000 indicates the building construction type is type VA, the code review sheet X001 indicates VB is proposed. Coordinate all notes on plans. Show the apprcpriate 7 hour ratings in the code bble XooT"rating rcguitemenb of building elemenB" 3 If type VA construction is used for the proposed buiHing, include complete t hour assembly details for roof/ceiling, floor/ceiling columns and beams per IBC table 601. Include all fire resistive assembly listing details. If VB construction is used, include t hour construction details only where required for separated uses, and location of propeflry, decks and parapets, Coordinae 7 hour asembly listings with all section details on the plans, Plan wtions and details antain information onflicting with the assembly listings. Refercne all 7 hour as*mbly details on the plans and *ctions debils, Ptovide the UL or gypsum assembly detail on Are stamped plan sheeb. Multiple shee6 Inctude as*mbty deail for 7 hour toof construction, Coordinate with all plan wtions and dehils, Multiple sheeF 5 Revise occupant load for first story M occupancy. X001 indicates occupant load factor is 100' This is incorrect. The occupant load factor is 30. IBC table 1004'1.2' Revise exit plans' IrNaE att offiryant l@ds on 2/XOOI to show the @tret oeupant loads 6 Revise sheet X001 to show complete exit discharge to the public way at all east exit discharge locations. Provide complete plans and documentation for the east exit discharge at the "access agreement easement". Include details on a code compliant exit discharge per IBC ch. 10. Include documentation on exit discharge easement and show complete plan for exit discharge to the public way. Please include a apy of the rquested exit easement for the building permit rwrd, Document was not includd, 11 Include a complete Statement of special inspection with all required information per IBC L704'I.l' No statement was rc<eived with the revisd plans. Se fBC 7704,7.7 for the rcguired infotmation b be prcvidd. *e the list of rcguircd special insrytions on shet 57 12 Revise roof plan and elevations to show new boiler vents and termination 2' above any roof within 10" per and 8'from a vertical wall per IFGC 503.6.5 No rcsponse was given to this omment Show information on the roof plans. 14 Provide fixed ladders, catwalks and working platforms for access to all rooftop equipment per IMC 306.5. Provide access to elevator equipment room per requirements of NWCCOG elevator inspector' thow frxd ladderc prcviding affist b the rcof and eguipment ftom gnde per IMC 306.5 Electrical Comments: 33 Provide emergency egress illumination where for exterior stairs where two exits are required. No rcsponewas reeivd 34 Provide receptacles above Show Window per NEC 2L0.62. No response was twived 35 Provide separate branch circuits for elevator machine room and pit receptacles per NEC 620'23' No rcsponse was rc<eived 36 Location of 20hp elevator motor disconnect is not shown' No twponse was teeived please refer to the cover sheet for information on resubmitting plans, In order to avoid delays in issuance of a permtt, please check a!! requested lnformation is included with the resubmitted Plans. Please submat rcvised plans as a complete set. Pattaa! plan resubmattals will not be reviewed. F:\cdev\cHRIS\PERMtT.CoMMENTS\808-0072\808-0072.s€condcheckDoc.DOC SOPYflLt Departmcnt of Community Deuhpment 75 South Frontage Road Vail, Cohrada 81657 970-479-2r38 FAX 970-479-2452 uuw,uailgou.com Honorable Mayor Dick Cleveland lnter-office mail February 27 ,2009 Re: Rucksack construction project building permit number 808-0072 located at 288 Bridge Street Lots C&D, Block 5A, VailVillage Filing 1 Mr. Mayor, The following summary is in response to your request on information in regards to the recent events that have occurred at the Rucksack construction site. Snow removal from the Rucksack building onto the A&D Building Bob Webb, Code enforcement officer, was contacted by Susan Jasem at 8:00 am on February 25th, 2009 registering a complaint as to person(s) from the Rucksack building were dumping snow onto the roof of the A&D building next door. This complaint was forwarded to Leonard Sandoval of the public works departmenl. Upon visiting the site it was determined that the snow was removed to repair a section of roof flashing. Approval of drainage from the Rucksack building onto the A&D building The approved plans for this construction project did not include approval of drainage to be taken from the Rucksack building to the A&D building. The contractor, however, has run a drainage pipe from a 9 square foot roof area into the A&D building gutter. I have contacted the Rucksack building owner who indicated he will have the drain rerouted to an approved location within the Rucksack drainage system. A building inspection shall be performed to insure that this does take place. Egress from the second floor window of the A&D building An 18 inch passageway for the second floor window to grade was constructed by the Rucksack contractor as per an agreement with the A&D building owners. This passageway is not a building/fire code requirement, therefore was not considered as part of the building permit approval process. Chief McGee and I on Wednesday visited the site to become familiar with what has been done in regards to this passageway and we have concluded that it is an attractive nuisance. The design professional for the project will be required to provide a solution to remove the nuisance that will be acceptable to the Building and Fire Investigation teams. n RECYCLED PAPER ',',rlf,lrl ? !i* Action taken i t Lf +J 'r *j I i I have scheduled a meeting with the Rucksack construction team and inviting representatives of the A&D building to discuss these aforementioned items as well as a concern by the public works department in regards to the roof drainage from the A&D building that prior to the recent construction drained on the Rucksack property. This meeting is tentatively scheduled for next Friday March 6h, 2009. ff I can be of any further assistance please contact me at 479-2142 Sincerely, lr.t ..t /f t. / Ir / / \l-------=t'1v Martin Haeberle Chief Building fficial Cc: Stan Zemler, Town Manager George Ruther, Community Development Director Mike McGee, Deputy Fire Chief File lfliE''li$ftA' |i.|ilflli Martin HaeberbTorun of VailBuiHing Officbl Stwe Allen, Elevator Inspector 970468.4295 ot 108 or elevator@nwc.coq.co.us04rU09 / To: From: Date: F] ti} EGEI] Vtr FEB 12 2009 IQWN OF VAIL tr fi C.onvq€nce Plan Rerie$, Conveyance Test and Insp,ection Location: 288 Bridge Street, Vail, CO Permit Number: NWCCOG 08-205 Conveyance Type: Commercial LULA tr The plans; have been reviewed and found to conform to all applicable ASME 17.1 and IBC codes R The rated speed of the conveyane meeb ASME A17.1 requirem€nB, s@ in up direction 30 FPM, +eed in down direction 30 FPM E The Conveyance at the above location was inspected and tested on 0410/2009 and a: tr TEMPORARY Certificate; has been issued. F FINAL Inspection Certificate; has been issued. tr NO certificate; is being issued. N FORCONSTRUCTION USE ONLY Comments: s(Tnature -9 ZrZ/ oFFrc:#lipy Roject Name: H'rghhnd Builders Coqt Norhwest Colorado Council of Goremments o PO Box2308 o Silvertrome. CO . 80498 970468-@95 o Fax970-46&1208 r vwvwnwc.cog.co.us [4av, 29. 2008 9: 40AN4 CARI }tl| CARLSOl{ & DUI'IKEIMAII 8o6'oflL 286BRIDGD STREET,INC. lvlay 9,2008 Mr. Irdnk Hdlenbcck Highland Buildcrs 2598 Palmcr Par* Blvd. Colorado Springs, CO 8( 09 Ivfark: 286 Bridgc Steet, Iao. a: proves the following Staging Agrccmcnr l) Higblasd Buil<jrrs Corp. willprovidc a4'-0 acccss to all residsntial tena' ts, hvitpcs aud licensees at thc A & D Buildin$ 286 . Sboct, Vail, C( :'A & D Buildi"S) at all timcs drring thc consfircti 2) If any danage, curs to A & D Building property or the propcrty of tenant duing tl constnrction / staging proce6s, Higbla[d Builders liablc and Hieb nd Buildors will indcurnify thc danmged pafiy. H Builders will lir le aud will indamai& and hold barmless 286 Ilo. for atry p€r nal injruies that may occur in tho staging arca constuction. F ,ghland Buildcrs shall also list 286 Bridgc Steot hrc. insured on its b itders risk insuranco policy. 3) All condition$ ( staging will be approved by rhe Tonm of Vail imd Dcpaftnont for ._l emergency cxits. 4) No overnight stiglng. Staging will be used for only tcmporary fuop delivery to thc Ilridge St Building. No construction sball occur in area Staging wi[ onl occurthrough Scptcmbcr l, 2008. 4' tall traffio ba sade wiil bc placcd 4' ftom the A & D Building. North East com toc will bo rerrove and rcplamd at uo exp€u$ to Bridgo Ste4 l , by the sane typc of tcc and a tec of cqual or grer Highland Buildr s Corp. shall bc allowed to oonshrct or nodiff thc itcms which arc ;t fofih on 6te 6sitrling permit set of plaus. a) A gate bem rn the A&D Building aud ttrc Burton Snowboard b) The gutlem rd doumspouls on the A&D Building which cunr unto the mo rftbc Burton Snonrboard Shop.c) A barbroom vcnt on tho A&f gnilrling. 5) 5) 7') 8) 6envc 2s 2008 I\ OF VAL . 4893 P, 1 -rto3"--1''^'^sf ?--.^---\t-c---\' fR5ol -6{31( 30t -oo1 4' A&D be held a co- Fire Steet, :tho fand stagiilg 286 sizo. BEST COPY AVAILABI.E,. [4ay.29, 2008 9:40AM CARIiOl\l CARLSOII & DU|t|(EL[l|AiI building. By, 286 Bridgc Strcst, ho. By,F"nft',^,. C,t*;-B d) A rcductir' r in lengh of a stono wall r4r to 4 fcst in l€ng0r south€ast :orncr ofthc A&D Building. 9) Higblrnd Bufttcn agrccs to discuss wi&l8O nriOgc Sbeot, Inc. $fu.rrqrr to accomplish rhc noatters sct fortf, in paragraph g I 0) The partics wi I I flt$t atrcmpt to sgree on a rcdcsigr iE u&io[ il; will-appcu to rtisappcar into tho otisting builaros. If ." par,h on ttris ridosign" ownft agrlca to rclocate the c,xit to ttrc Urct .TrrQug{ rv li{ct P6P P1dile(cti,R5,zt-ot Q l?'4ti A^ Fc( ,4893 P. 2 Highland Builders lvla* ILllmbock, T. Boyle Engineering, Inc, 1650 Fallridge Road, Unit C-2 Vail, Colorado 81657 97 0 I 47 6-217 0 F tX 97 0t 47 64383 February 3, 2009 p(' Kurt Reyna l'rltzlen Plerce Architects 1650 Fallridge Road Unit C-l Vail, Coloredo 81657 Subject Penebations in RiE-Carlton Office Roof Beatns Bridge Street Building Remodel 288 Bridge Sreet Vail, Colorado Dear Kurt: This is to ad&css ihc penetations in the roof beams over the RiEcarlton Sales OIIice at the Bridge Stect Rerndel for Greg Denka at thc Town of Vail. I have reviewed the holes that have bcca madc in bot! the gluclam ridge beam and the gluelam valley beams in this area. I have detennincd tbot the penetrrtions in the ridgc beam bave been nnde according to the de-tail that was provided by this office, and tbcy mcet rny approval. Furthcrmore, I approve of thc penebations that have been made in the north valley bearn However, one condition cxists in the south valley beam tbat will rcquire reinforcing the beam. Two holes were drilled adjacent to each other and one more was drilled above these at approximetely the mid-span location of this valley beam, This combination ofpenehations h^s reduced the capacity ofthis beanl Sfiap ties should b€ adtlcd to the lower portion of this beam to cornpcnsatc for this reduction in capacity. Two MSTA36 strap ties should be installed on the bottom of this beanr with 18" of these staps on each side of the daryged area. Furthermorc, one additional MSTA36 strap tie should be added on each side of this beam in the lower 6" ofthe beam facc. Agai4 these should be iustalled so that 18" of s6ap is otr each side ofthe hole location. restorc the capacity of this beam to the requhcd stength. Please give me a on these items. The addition of these shap call if pu have any 6oS'6DIL T. Boyle Engineering, Inc. 1650 Fallridge Road" Unit C-2 Vail Colorado 81657 97 U 47 6-2t7 0 F,!J(. 97 0l 47 64383 November 26, 2008 Kurt Reyna tr'rltzlen Pierce Archiiects 1650 Fallridge Roed Unit C-l Vril, Colorado 81657 Subject Various Framing Items Bridge Sfieet Building Renodel 288 Bridgc Stect Vail, Colorado Dcsr Kurt: This is to address a few framing items at the Bridge Sficet Remodel that require clarification for Greg Denka at the Town of Vail. Tluee of the items ate componcnts of the flat roof ftaming ovcr the Ritz Carlton Salcs Oflice Conference Roorn The east end of this roof was franed $'ith | % x 14 LW lookoue to create a roof overhang in lieu of the rafter layout originally shown on Sheet S4. I have reviewed the lookouts and theiraracbmcnt to the supporting beam and approve of them as installed" I also reviewed the parallam header over the opening in this east wall and determined that it can support the new loading from the lookout rafters. The third item I reviewed in this arca was the attacbment of the double I %x14LWledger to the existing building wall framing. I have determined that additional lag screws should be installed in ttris ledger. Four /r" diameter x ?" Iag screws should be installed into each existing stud adjacent to the ledger. Greg requested that the cantilevered beam that supports the southwest portion of the exterior SecoDd Level deck over the stairs be charrfered to provide minirrum codc hcad clearance. The wood portion of rhis beam is a cosrnetic wrap over a WlOx22 steel bearn Thcrcfore, it may be cbamfered as needed without affecring thc structural capacity ofthe cantilever. Greg also wanted docurnentation on the steel header bcam that supports the Third Level interior joists over the Second bvel south wall. A W8xl8 was installed at this location to replace the existing 14" steel beam in order to provide adequate height for the windows in this wall. I sized this beam to be a simple header ovet the window opcnings and this south exterior wall became a bearing wall. This change nas rnade during the constuction stage, so I had to review the W18x35 beam in the Second kvel floor framing bclow this wall fot the additional loading. I determincd that the Wl8x35 could not zupport the additional load. Therefore, I designed a solution in which we added an MCl2x31 chaunel to thc side ofthc Liam to increase its capacrty. This modification is documented on SK-2, dated June I2,2OOB. The last item that Greg Denka requested I address'as oftoday is the double LVL header over the interior stairway up to the residential storage area. This header spans approximately 3'-6' over the stairs and supports the floor ftaming above. It extends 2'- 3'beyond the stair span on both ends, where it rests on a stud bearing wall. Four holes have been made through the portion of this header resting on thc bearing wall at the north cnd. This portion of the mernber works like a rim board or blocking. It essentially Eansfers load fion studs above to studs below. As such, the penetrations have not affected its ability to transfer thosc loadc, I hereby approve of this header as framed. tr dETV-E Prge 2 Mr. Kurt Reyna November 26, 2008 Finally, there is one rtore framing rnodification that wilt bc rnadc shortly and rcquires docurrentation for the Town of Vail. The bearing wall that supports the sloped 2x12 mllers over the RiE Carlton Sale Oftice east of the elevator is being renroved to create tlre Topo Gallery. A tsiple I % x ll 718 LVL beam will be installed to sryport the east end of these rafters where the bearing wall cxistcd. This new beam will bear directly on top of the plrpendicular triple I I ?/8 LVL beam at the south end, and will be supported by a 4-2x6 cohnrm at its north end. or comrnents on these framing iterrs. I';;'-iiS boylo 9ngh6erhg! krc. '143 e. m€odolv dtue r.lte 3P0 ctotuoods stbppkE ceafer vdL cob.odo 8165t 970t176.21m €IIEET NO.oF-u '^r**--ffi.- ^r" II'26'ob CHECKED AY B'cg - ooTZ BUILDERS CORPORATION May 19, 2008 Town of Vail 75 S. Frontage Road Vail, Co. 81657 Re: Bridge Street Project To Whom lt May Concern: This is to advise the Town of Vail, that Highland Builders will not use any of A&D building property for any staging area until an agreement has been signed by both parties. However, we will use the existing easement located on the east side of the A&D building to access the Bridge Street property. Sincerely, Mark Hallenbeck 2598 Palmer Park Blvd Colorado Springs, CO 80909 EGEIVE MAY i e 2008 ToWN OF VAIL ?'ct-oo?2 BUILDERS CORPORATION 4/28/08 Dqrbnant d bnmunity Wner',t Buiding hfetyad InWdiott *vftrc 75fiuur ftatuge R@d 1hil,Mo81657 gVHn-2fi8 FAX9704&2452 RE: Bridge Street / Rucksack Building. To whom it my concern, Highland Builders Corporation will employ the following for all special inspections: 1.. CTL Thompson inc. of Glenwood Springs. 97O 945-2809 A. Soil preparation. B. Steel Construction. 2. Boyle Engineering inc. of Vail, Co. 97O 476-2170 A. Helical piers inspection. B. Masonry. 3. A&D Asbestos Testing and Consulting: No Asbestos in the building. lf you have any questions, please give me a call at719 499-9248. Mark Hallenbeck Highland Builders Corp. 2598 Palmer Park Blvd Colorado Springs, CO 80909 EtrGEir t=[N lllj r':'r U TOWN OF VAIL @?z (t': ,. ri-Tr -fii'r, l-lF5 , ,- ,' i. iii.:,.. ;'.[Jl:;' j";1 Z,'l .Jqs PI '88 DTSTRICT COUM, EAGI.E COUNTY, COTORADO Case No. 86 CV 76 SETTI.EIIENT STIPUI.ATION AIID ORDEN qtTo sToRx, PIaintIff, v, RICHARD !. SANTULLI , GBoRGE ?. PRUSSIN, liitD AI'{ERICAN IIORTGAGE coltPAlfy, BANK AUERICA BUEIilESS CREDIT CORPORATION' A I D ENTERPRISES, II{C., FIRST TNTERSTATE BANI( OF GOLDEN' BRIDCE STNEEI REAL ESTATE AilD I}IVESTIIENT COXPAIIY, LO}|ER BRIDGE STREET TRASH ASSOCIATION, INC., PUBLIC TRUSTEE OF EAGLE couNTy, ALL UNKNOWN PERSONS t{tto CIAIIT AtfY INTERESt rN tHE SUB'E(yD UArlER OF THE ACTION ANd DoUC IIEI,SOX, Dcfendantr. D$t! Dtt A.l lf Plalntlff, otto stork (nStorkr), defrndanta Georg€ !. Pruseln and Richard T. Santulll. (rPruseln and Santulll6l and delendant chry.lor Flrst Burlnera credlt corPoratlon fkaBancAlorlcr Butinsgr Credlt Corporatl.on (rchrytlor") stlpulat€ and agrce ar follosa! EECITA!9 8y agreenent dated August 2, 1967 ' and rlcorded August 10, 1967, ln Book 2I1 at Page 26 of thr roal property recorda of EagIe County, Colorado (the iAgrcerentn) A & D Enterpiieee, Inc., Fitzhugh Scott, Jr. and ottle Kuehn aka otto L, Kuehn entered Lnto an agreen€nt relatlng to the use and occupancy of contlguoua parcele of real property vhlch they then lndlvidually onned. A & D Enterprieee, Inc. nas then the ovner of the real property deacrlbed ln the AgreenEnt ae ParceJ A.' Fltzhugh Scott, ilr. nae then the oirner of the real property dascrlbed ln the Agroen€nt as Parcel B; and ottle Kuehn aka Otto L. Kuehn uas than tha ouner of the real proprrty deecrlbed tn th€ Agrsenent aE Parccl C. Pruasln and Santulll are nav, and elnco January 1985, have bean, tbe ouners, aa tenanta ln connon. of the real property described in the Agreeuent ae Parcel A and stork ie iror-the-ouner of the real property desc'e:bed 1n bhe Agr€enent ae Parcel B havlng acgulied eald prop'r'-ty by uarranty deed r€corded aprll 29,-Lg7i, ln Book 239 tt' P?ga 60l. Defendant ;) r: I l'i7 ,'':l': , Ll, I '' -, D TOWN OF VAIL atlf ,: Chryeler clainre an lntereet ln Parcel A by vlrtue of a deed of Lruet recorded January 8, 1985' ln Book 40{ at Page 416 of the real prop€rty recordg of Eagle County, colorado (therrchrysler Deed of Truet[]. Anong other thlnger the Agre.nent provlded at paragraph l0 thcroot! Ths ounor ol Parcel A hereby grantr to thg osncr o! Parcsl B a rtght-of-gly and oaae[ont acrori thG Ea.t l?.36 f,ect ofParcal A for' Ingreaa and egreea to and lron Parcel I to Gora cre€k Drlvr tor thc uee and b€neflt of thl ouner of Parcal B, hie guaste, tenanta and aeelgne.(ths rEaB€nentil). Alter thoy acqutrcd Parccl A, Prugrln and SantuIIl cau[d cortaln llprovrncnta and renovatl'onr to br lad. to tho lnprovclonte alroldy tltuaccd on Parcol A rhtch lnprovcurntl had bsen ln placc uhen th€ Agro3n€nt sae executld. fn the course of, naflng tho3e lnprovenenta, Prueal'n and Santulll caueed the eaet nall of the bulldlng upon Parccl A to be sxtendsd Lnto tho area of tho Eas€n€nt. Follovlng the conp).etlon of the ilproveuents by Pruasln and Santulli, Stork, as ths ouner ot Parcel B, flled thlo actlon in the Eagle County Dtetrlct Court seeklng, arong oth€r thlngs. da!0ages fron Pruealn and Santulll and a court order reguirlngthe ronoval of tho lnprovanents that cncroached lnto tha areaof the Eatoaent. Chrycler ual naned at r parey by vlrtuc ot Itr lntcreat ln Parcel A creatod by the Chryelcr D€.d of Trut!. Doug Noleon nal nansd aa I dsfcndant by plalntiff becauce he 1g the tenant of Stork and lc ln poarelclon of ParcolBunderalrage. All other defond.nts were elther dleuleEed by th3 court lor fallura to anEwor or dleclalnqd any 1nt.r38t ln the prop€rty whlch uaa the eubJect uatter of thc actlon. SEork, PruEaIn and santulll and Chryeler ara dsairoug of resolvlng all clalog aaeertad ln the actlon and of Provldingagatnet futurs uncertalnty wlth r3sp€ct to tho EaaeDent and the renalnder of the Agreenent and of anendlng the EaeeDsnt across Parcel A for the brnefit of Parcol B. fn conelderation of the foregoing and tha rututl pronleea herelnafter e€t forth, the parttelr agr€e aB follous! l. Pruaaln and santulll chall pay or cauae to be patd to stork the eul ot $27,5oo.0o. sald payncnt ahall be uade -2- lfqf to Stork through the offlca of h1a coun6al, Fredrlc8. Butler. 2. Paragraph l0 o? tha Agrecnent ehall be and le harcby aD.nd3d ln ltg cntlroty to provldr rs follou.r Thc ocner of Parcel A hcreby grantr to tha ovner ol Parccl B a nonarclurlverlEht-of-vay and crsarent for lngrcil and sgrgsa to and fron Parcsl B to Gora Cr€€lcDrlvs for the uso and benetlt of thcorn€r of Parcel B, hla gueate, tonanti and aerlgne, uhlch sa8eDsnt 1r degcrlbsdae folloua: Ahat portlon ol a parccl ofland deecrlb.d ln Sook 188 at Pag. 151 ofth. Ergle county, colondo, cl.rf andRrcordertl rcoordr, rald parcrl lytngyIthln Lotr !, b and c, BIock 51, Va!,I VJ.lIage, Flnt plllng, accordlnE tothc rap thsreof r.cordrd tn thc olflce olthe Ergle county, Colorado, Clcrk ancl Recorder, descrlbcd ar tollorrl Beglnnlng at th€ north6a8t cornar ol aaldparcel of land, rald polnt of beglnnlngalro belng tho northor3t corn.r oteald Lot a, thins. elong thr rartcrlyllne of eald parccl Soo degrecr o9r0orE5{.37 test to th. .outhcaat cornrr ofoald parcel; thence along tho routharlyllne of rald parcel S89 degraea 35t22tt|/-17.51, teat; thrncc dcpartlng raldeoutherly llnc 5 couri€a l) Noo dagr.si09t 0o'rll il .50 foat 2) N89 degreor 5lr00nE{.50 fost 3) l|00 dcaroae O9toonlf 18.00fsat 4l t{.0{ d€groea 5lrooiE 7.08 fe.t 5) NOo degreee 09r0onl{ 28.24 f€€t to thenortherly llne of aald parcel; thsnco al,ong eald northerly llne 8.lo feet alongthe arc of a curvq to thr right havlng a radlup of 285.89 t,6ee, a central angle of Ol de,greea 3't | 28l' and a chord that b€ars 58O degreea 55|39fl8 8.Io feet to thepolnt ol beglnnlng' contalnlng O.Ol3{acrss norE or leea. (th€ rArrnded Eesenentt). A copy of a Burv€y dat€d Aprll 13, 1988, shovlng the Anended Eaeenent is attached hereEo as Exhlblt A and incorporated hereln. stork heroby gult clalns to Prusaln and -3- !0c Santulll any Portlon ot ths Eassll3nt not' erlthln th€ area of ths Arnondod- Eieenant. Except aa hcreln anended, Prussln and Santulll and Stork ratlfy, lpprove and confl.ru the ounershlp of the ottrer ln the real property, lnprovcnents, eagements and the .ttendant burdana and benefltr deacrtbad ln the Agr€en€nB- 3. Durlng the conltructlon of lnproveusnta on Parcel A by Prueeln and Santulll, a 9r3 Detor rervlng Parcel B uaa rcnoved or dleconnected eo thlt th. gat eeti\tlce to Parcel B haa been lntcrrupted. Pruaeln and gantulll rhall not objecB to Stork roattachlng a gae l6tor ar hle lolc.expcnse to th€ llnr lorvlng Parcef b -o long'at stork obtalne approprlateapproval lron governD.ntaL authorltlrt and doo3 not danagepiicrl A or th6 area o! the Anended Baeenent. Stork vlll undertalcs to locato auch neter ln a uanner thae has th3 lcast algnlllcant a.rth.tlc lnpact. {. Stork, upon Patn€nt to htl o! thc tuD deccrlbed ln paragraph I, coiplitelj ind unconclltlonally rllo!-ren, ralv.r' itorc,!,oi ani atrbtrarge-a any and tfl Inovn or unknoun clalnr rhlcli he ray havc agllnct -Prucrln anal gantultl, thllr lrclrr, oxccutotra, Ldnlnlrtiatorr, attorniy. and agrntr of and fron aII, caua€B of actton, tultl, cuu of !on3y, accountg, blIIr, cov€nante, contracta, controvorsl€r, agrsalents, pronieee, treepaeela, dauageS, Judgnente, cxecutlonl, clalnF lnd deranda uhatao€ver, ln las or ln equtty vhich h€ Dty havs ever had, nor has or whlch h1r arrlgneer, euployees, h€reaft€r can, rhall or nay havo, tor, upon or by rorSon- of, any nattcr rrhich rrar tho subiect o! stato court actlon, Dlatrlct court, Eagle County, Colorado catc llo. 86 cV ?5 rolatlng to tho Property knoun !. Prrccl A or th. l ! D auildln-g, or reiattng -to tho eaa.nent cr.atsd 1n the lgrcarneii and any trespaea or daDtg€ relatlng to the liprovenents to th€ A & D- Butldlng Pcrfoliled by Pruesln and santulll ae such etlect Parccl B' Ahle rolaaee le not lntcnded to and does not release futurc perfornance of obltgatlone a€t lorth ln the Agrscnsnt or the An€ndcd Easen€nt. 5. Pruaaln and Santulll coupletely and uncondltlonally relelae, ralve, forego and dlecharge any and all knoun or unknoun'cl,atns rrhich they Day have -agalnit otto storkr. hla helra, oxocutora, adnlnlefratora, attornayr or .gonte of and fron'all cnuaoa of actton, eulte, 3u!r of aoney, accounta, cov€nanta. contracts, eontroveralee, agrgeDentsr, pronlees, trespaBees, danagea, Jud<;uente, clallr and - denandg chatalevor, ln lan oi ln equfty vhlch thel' ray evsr hava had, nos have or vhlch they th;tr aaeJ.gneec, cuployeel, officere and dlrectors hqraafter Gan, ghall or nay have, for, upon or by reaeon of the claing aseerted by ther -agalnst Otto Stork ln state court actlon, Dletrict couit, Eagle county. Colorado caa€ No.86 CV ?6 r;Iatlng to ths ttftng of ga.td actlon agalnet then. Thlg relcase le not lntended to ancl doeg not r6lcage futurc Pcrtornanqe of obltgatlone ret lorth in the Agroonent or the Aronded Easenent. 5. Chrysler hereby cone€nta to the anendnent of the eaecment deecilbed ln the AgroeDsnt to that provlded ln thls Ssttl€nsnt gtlpulatlon and ratllles rald lnendcd Earolent. 7, Tho Partiel hav€ authorlzrd and dlrected thelr couneel to Cife thlr Stlpulatlon ulth thc court to be approvsd and entered as thc ordcr of the court. ft ls tiittrer agresd that the court lay ontor an order dleulasing thlr actton ulth preJudlce and that th. L18 P€ndonB r.corded by glalntltf bo d{rnleeed ae provtdrd ln c.R-c.P. lo5. 8. Each party agroce to cx.cute such tddltlonal docunonta as uiy bC releonably neccf3ary or c-onvenlant to effrctuate the tene of thlr sclPulatton. should any party fall to axocut€ auch docunent upon r.quett, thr Clort of th€ Saglr County Dletrlct court 1r authorizcd upon. cx part€ apfllcatlon Lo execute auclr necoa6ary or convenl.nt docu[ent r-oi tfrc talllng or refuelng Party. 6tork and Pruoeln and Santulll chall b-c reeponrlblc'tb pay thrlr osn cort. and lees lncurrcd ln thlc actlon. TREDNIC E. BTTTI.ER, T4722 q counB€l for Platntltf P.O. Box 960 Eaglc, colorado 8t631 (303) 328-7178 Denvor, Colorado 00205-5601 (303) 3e3-0933 ROBTNSON T il}LIPil EDfilARD C. SELr,S, )12924 Attornays for chryslsr l2o2 Hlghuay 74, Sulte 3Il Ev€rgrssn, Colorado 80439 (303i 674-335r i -5- BEST incqt COPY ,:V,(r:. a nr E Attorney tor Pruael'n a 2oo5 East 20th Avsnuo GEORGE T. DAUSSil nrcf,rnD !!. glxntr.rJ cHilSEEn llnl! BuSrl|l8s cEEDlt conaoRAlror Byr l-€ STA?8 OF COIPNADO COUNfY OF EAGUE The foregoingbeforo nr thlr _9tork. STA?E OF IIETI TORI( )CoUNtl oF _) ae. thr loregolnE S.ttloaentbrtorc nc thls Aay otcaorEe ?. Pruarln. )) se. Settlenent Stlpulation uas acknouledged day of , 1988, by otto tlltnegt ry hand and ofllclal aeal . Hy connlasion expJ.ree: Notary Public Stlpulatlon nar aalrnorlrdgcd , 1988, by co lfltnee: uy hand and ofllclal real . uy couleelon exptreel Notary Rrbllc STAIE OF NEI{ YORI( COUI{TY OF ) ) Bs. tho foregolng Settlenent Stlpulatlon raa acknorladgedbefore ue thle day ot Rlchard T. Santulli., lg8g, by Wltneeg ny hand and offlclal eeal . Hy conrnleslon explree: Notery Publlc : STATE OF COIPRADO couNTy oF Th.bctoro le )) ra. torsgolng Eettlenent Stipulatlon sas acknonledgedthlr - day of ., 1988, byoi Notary Hrbllc ORDEN Settlenent gtlpulatlon trof thc court thlr _- day , 1988. BU THE COURT: and (r) t3 DISIRISI JUDCE chryalcr Flrst Burlnoac Credlt Corporatton. l{ltneae ny hand and ofllcial aeal . l,ty conuleelon erqrlrea : Ehe foregolnE.ntarcd ar the ordor -8- oln by rsaaon of ths clalne ageerted by thou agalnet Otto storkln Etate court rctlon, Dlctrtct Court, Eaglr countyr colorado Ca8. No.86 CV ?6 relat.i.ng to Ch. flllng of eald actlonagalnrt then. ThlB rslsaee le not lntcnded to and doer notrslaa.. futuro pcrtoroance ot obllgatlons rci torth Ln thoAgr..D.nt or the lnendod Ea3anent. 6. Chryslsr hereby conaents to tho anendnent of thetaa-rant deecrlbed ln the Agreeoent to that provldad ln thleScttl.rant atlpulatlon and ratlllar .ald ADcndod Eacenent. 7. Tho partlrr hrvc authorlzrd and dlrrcted tholrcounral to tlle thl. Stlpulatlon vlth thc court to beapprovcd and €ntored ar th. ord.r of th. court. ft ilfurthor agr.cd that thr court tay ont.r rn ordcr dlarlsrlngthl,. aatlon ulth prejudlcc and that the Llr P.nd.n. r.cord.dby platntlff br dlulgrcd ar provldrd ln C.R.C.P. lo5. 8. Each party agrees to erecute euch addltlonaldoculcntl a8 tay bo rcaeonably ncctrary or conv.nl.nt toettrctuatc Eho tero3 ol thlt Sttpulrtlon. Should any prrtyfall to ar.cut. ruch doculent upon roguort, th. el.rlc of theSagle County Dlrtrlct Court le authorlard upon or( prrt.appllcatlon to axacuts ruch n.ccs.rry or convonl.nt docuDant,tor ttr. falltng or r€fualng party. Storlc and Pnrrcln andEantulll ehtll bc rcrponllbte to gay th.lr osn cost. and fcortncurred 1n thls actlon, P.o. Box 960 Eagle, Colorado 81631(303) 328-?r78 |{EIDETJ E. POBIERFIELD, JR., 15881 Attorney lor Prurrtn and Santulll 2oo5 East 2oth lvcnue D€nvsr, Coloradq 80205-5601 (303) 3e3-Oe33 ROBTNSON f I'IALI'N EDFARD C. SELf.S, ,L2924 Attornays for Chryrler 1202 Hlghudy 74, sulte 3ll Evergr€on, Colorado 80439 (303) 6?4-335r -5-BEST COPY '"I E FREDRIC B. BUTI,ER, S'722 Counsel for Plalntlft AVI\tLABL t{ by reacon of tho clalne agaerted by th€n agalnat otto stork tn etats court tctlon, Dlstrlct Court, Eaglc County, Colorado CaEe llo.86 Cv ?6 relatlng to th. flllng of eald actlon agalnet thcn. Thls relsaee 1g not lntcndsd to and does notrolaas4 futur. pcrforrancc of obl.lg.tlon3 ..t fortn ln the Agroonont or the lnended Eaaatront. 6. Chryrlcr hereby consont. to thr ancndnont of thc.o..ront dersrlbod ln tnr lgr.cr.nt to that provldrd ln thleSattlen.nt Stlpulatlon and ratl"flre .rld Aranalrd tarrurnt. 7. Ahe partlae have authorlzcd and dlr€cted thclrcoun.cl to flle thlr stlpulrtlon ulth thr sourt to bsapprovrd and enterod as ths ord.r of tho court. lt Iaturthar agroed thaE the court Day ontar an order dlenleslngthle actlon vlth preJudlce and that tF r Llr P.ndena rocordcdby plnlntltl b. dlrrlrrd ar provldrd ln C.n.C.P. IO5. 8. Each party rgrocs to cxocutc euch addltlonaldocunrntr a9 rlry br rcaronably nccmiary or convonlant to.tt.ctuat. th. t.ra3 ol thtr Stlpuhtlon. thoold rny partytall to oxrcuto ruch docunent upon raquest, tha Cl.rk ol thrEaglc County Dlrtrlct Court to authorlzrtl upon .r prrt. appllcatlon to execute guch nicassary or convcnlant docuE.nttor th3 falllng or rel.relng party. Stork and Prue.tn end9antulll ehall bc reeponelble to Day tholr oun cortr and lcaalncurrcd In thle actlon. FREDnIC E. B['TI.ER, 11722 P.O. 8ox 960Eaglr, Colorado 81531(303) 32S-7r78 ITEHDELL B. PORT8RFTEf,,D, Jn. , f 588I BEsr .?.td COPY Attorney for PruEoln and $tntulll 2oo5 Eaat 2oth lvcnu. Danvar, Coloradg 8O205-550f (303) 393-09f,3 ROBIilSOIf ! ltAl,lpll l2o2 Htghray 71, sulto 3ll Evsrgro.n, Colorado 80{39(3o3) 67{-3351 -5-AVAILABLE omo sToil( CIIRTSIIR FIRSI! EUSINESS CREDIT conEonlSror Eyt t\lIft BEST COPY ?7. -6,-AVAILABLE :t STATE OF COIpRADO ) COUN'IY oF EAGLE ) sa. The foregot.ngbetors lc thlr - Storlc. Settlenent 6tlpulat lon uar acknouledged day ol , 1988, by Otto l{ltneae ny lrand and offlcial ceal . I'ty connleelon explrea: Notary Rrlrllc STATE OF NEjl yORK ) coUtrTY ot Qr)Ufe1-t I ct. Thobatoro !cC,rort ll. ttltnesr ny hand and ofllclal Hy conllaBlon erplrer: n ",r rH.*"Hl"T'r0,"* "**_ i o. 4t.a65d27! r-,,'S#'ff&Prtr.i?f Y.csl STATE OF ilF{ YORK )couNry or th(fit I aa. thebafors le Rlchard T. - NE\n}| Of LO]r ^ltr'P,iyn$i"3'l-*7 Ou.tlltd h Oud.nD Cd"6tl Odtttiffi"ildfi llt'i'a' in'4 Tltneea ny hand and offlclal Hy conrnlaelon explree: foregolng Ssttlcnent Stlpu J#;r#- doy ot acknowledged ,1988, by tlon vat acknouledged , 1988, by c? lr? BEST coPy "t-7- AYAILABIE GEORCE T. PNUgsI!I ntGurRD ll. sNln[nl cl|nYALER FINgT BIJSINESS CBEDIT coBPonrarot lyr trrn : -6- STATE OF COI.ORADO COUNTY Of EAGIJ The foregolpg_before \. t-bLc- !/t/LStork. ) ) 46. SsttI€nenday ot l{ltneee ny hahd arrd offlclal 3€al, uac acknowledged , 1988, by Otto ecknoulcdgcd lfy conntaalon axptre ", tltlt, l1t, .-. sttrE oF xEtl YORK ) IA counTf or )3r. Thr lorogolng sottlrncnt Etlpulrtlon ulrb.forc lc thb day ofC.srg. T. Pru..ln. tlltnur ry hand and olf lclal ttcl . lly coulaelon rxplror: s?At8 0F xEn roRK ) COlrlfTY OF -) ag. The foregolng settlenent Stipulatlon uaa beforc Ds tbla day of Rlohard 1r. Srntulll. Wltnegg ly hand and otflclal seal. Uy coulaalon explree: Notary Publts acknowledged , 1988, by , rt88, by BEST coPy AVAILABLE OTTO STORX GEORGE T. PNUSSTIf ntctnnD 8. Sllrlul,Lr CTIRYST,ER TINST BUSI}IESs CREDT1r .on -6- 8TATE OF COI'RADO )coUtfTI OF -) r!. Ih: 3g]:,._e" *.q, 8.j!lo_9. nL 8glpulttl,on uar rcknonlcdged . 1988, by s' - ---.-=J.s--LqChrlrlcr tlr.t Eurlnor Cndlt Corporatlon.!.--_ of tfltnlr ny hand and ottlclal rcal . lly couleelon explrec:2-tk''1.? ^ / i ,, ,.,-, :l Notar.r Public The torcAolngantarcd nt th. ordcrJttru- ORPFR sottlolont stlpulatlon Ir approvrdol thc court 9613 ,yrrrdoy ot and ,19E8. BY THE COUFT: hlW||. L JOfrrEt DISTRICT JUDGE BEST COPY AVAILABLE-8- .l t' 'flrc! portlon of I porco! of lood doccrlbcd ln Book 186 !t P'rBc l5l uf rhc ll,rllo Couoty. Co.toirdo. Glorl rrrd nscardor'l rrcordr. rrld pnrsol' lylttl sllblrr Lotr..b 6td c, tlock 5A, V]lll Vlllage, flrcl Fttlna' occurdlrlS lo 1lr..op tl|Groof rscorCsrl lr th., offtcc tll thc E.ltlc Counttr Colotrdo' Clerl ,rrrrl Rocordcrl dedcrlbg.l ar follovs; !ctlrur!n8, ot the nqr(he.te! corncr of cald parcet of lrnd. reld Poln' of bntt$rrtnt olao bclnB thc north.'.|3t qorner of snld l.ot ar th(o(:e alon8 thG coiturly tt.e of coirt porcel SOO"0gr00'B 54.ltl frrr,t lo the Boutho6ia cur.rcl of uatd glrcG.l; lhcrrcc ||long lh|! E(luthlrtt llrrs of cald plrccl SS9'11r22"tl l?.5! leet; t Inlrce d('Pnl!l.rt ,ratd aourfr.rrly tlrrc t coutrec l) ll00'O9r(X)xg 4,5o fner l) rg'tr'o6"e rr.!o fcct !) troo'b9'ou'tl l0.q) fcat 4) 4a"r|0o"l ?.0E fs'rc ti Noo'09'00'T :18.24 fd.!t ao ths nu(therl, lll. of satd g'fcal: llrlocu t|lon! l||td ||orllrurly line I'10 fsgc clotrl tll. rrc of r curvo lo Ih' rlght hrvln[ r radluc of ?15.09 frct. t cr'nttol crrg,lc of OIt]?r2E.' rr$d-r- clD]rl lh r b{..rJ:r SltO'5}'19"1i S.lO frl|lt lo llrr: l|()lnl of l,c8llurl t.rlrrlnB t),lJl'l/r .rr Jr.rr rhrrrrr ur lrss. \ / av: l. ?a3 to' 6. o|tt?'ta' ! . a.O' c'|| S aorro'tt'?r.o' ro a. ct9oo oo u, N 89.56'58 " W PART OF LOT c soo'of,'Oa " w e, l4' TRACT G tat t BEST COPY o,,"--lwx-- GORE CREE K DRIVE n: 285.89' L r $o.o? ' LCT C PARCEL OF LAND 1800r t06. PAc€ l5l I t aac tt'oo" € t o0' LCT b oul tr iae of txf 160 Srxr OritG ra 69.'tr'oo '€ | @o09'o0"f a 30' PA.RT OF LCT C ( 40') s890J5'?!'fl 175f Lslrnd J. C.rlorr.lo P.1.. S. "a,,16,1',6 OUtltnf AVAILABLE TOWN OF VAIL DEPARTMENTOF COMMTINITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Permit # 807-0360 Proiect# PRJ07-0234 Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED Location.......: RUCK SACK BUILDING DRYWALL INSTALLATION Applied .. . : 12111/2007 Parcel No....: 210108244003 Issued. . . : 01/18/2008 Expires.....: 07116/200t OWNER ROSENQUIST,RTCHARD N. - BROW12/\L/2007 - SEIJBY, CHARLES 385 CLAYTON ST DENVER co 80205-4228 APPLICANT HTGHLAND BUILDERS CORPORATIOT2/LL/2OO7 Phone: (7]-9) 499-9248 2598 Palmer Park BIvd. Colorado Spr j-ngs arr\ o n ono I-,icense: 208-A CONTRACTOR HTGHLAND BUILDERS CORPORATIOI2/77/2007 Phone: (7L9) 499-9248 2598 PaLmer Park BIvd. Colorado Springs co 80909 License:208-A Desciption: INSTALLATION OF DRYWALL ONLY ON EXISTING WALLS AND CEILINGS Occupancy: R2/B/M/A Type Construction: VA Valuation: $10,000.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 * t * I * '| i * * * * a * * 'l * a l. * * * 'l '* *,t * t, * * * * t + * Building---> Plan Check--> lnvestigation-> Will Call-----> S181.25 Restuarant Plan Review-> 9117 . 81 Recreation Fee--*------> 9o. oo TOTAL FEES-------> s4.00 go. oo Total Calculated Fees-> $o , oo Additional Fees-------> $3 03 . 06 Total Permit Fee----> PaYmenls----_.-----;' BALANCE DUE-----> s3 03 - 06 s0.00 9303 .05 $303 .05 Approvals:Item: 05100 BUILDING DEPARTMENT l2/I2/2oo7 cgunion Action: Ap Item: 05400 PLANNING DEPARTMENT 1,2/\1,/2007 JS Action: AP ItfltERIOR DRYWAL,L REPAIR AND REPLACEMENT ONLY See the Conditions section of this Document for any conditions that may apply to this permit. ***'l''l****************'t**'|**+**********,N*:l't*:tt *{.*,**:t'} ** ** * ** *:i * ***{. * +*,1.*,* '* {. '}* * **** '}* * **,t*!t*'1.**!****** ** * ** CONDITIONS OF APPROVAL Permit #: 807-0360 as of 0l-18-2008 Status: ISSUED ***** ** * ** *:F:* {'* **:}'} '1. ** *:} * ** ** * ** *:t:1. ** *:t * tr* * 'l' * *,t **,t *'t **,1'lr* ** * ** ** + ** *+ '1. t '1. 't* * '1. * *'* * ** ****!i* * {( i* ** * *,1** * *'t ** Permit Type: ADD/ALT COMM BUILD PERMT Applied: l2l1l/2007 Applicant: HIGHLAND BUILDERS CORPORATION Issued: 01/18/2008(719)499-9248 To Expire: 07/1612009 Job Address: 288 BRIDGE ST VAIL Location: RUCK SACK BUILDING DRYWALL INSTALLATION ParcelNo: 210108244003 Description: INSTALLATION OF DRYWALL ONLY ON EXISTING WALLS AND CEILINGS 'i******{.'t*'l************************************COnditions.****'r+t **'}f***{r********************************* Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANIY WORK CAN BE STARTED. Cond: 12 (BLDC.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: CON0009651 ALL STAGING, MATERIAL STORAGE, ETC. MUST BE APPROVED BY PUBLIC WORKS DECLARATIONS I hereby acknowledge that I have read this application, filled and state that all the information as required is correct. I agree Town ordinances and state laws. and to build this structure approved, International Building and Residential Codes and otherl REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS 4 PM, l. fequired, completed an accurate plot plan, and plot plan, to comply with all and subdivision codes, design review applicable thereto. AT 479-2149 OR AT OUR OFFICE FROM E:fi| AM . SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER ** ***** * * * *i***** f{t'a***** t********* *****t*****t'i*'tf****rt'***,}************+***{. * * * ***l'}** '| I'r* TOWNOFVAIL, COLOMDO ' Statement 'r 'r * * t rr 3* {r * * *tt'} * * * *r I r t * | * | t | * * * t * * * * ** rt t * * * | * * * i**t**l*t tl | ** * {.trt * * * | i * * * * * * * * '+ '|r** * * * * I I * Statement Number I R080000071 Amount: $303,06 0L/le/200810:30 AIvl Pa)ment Method: Cbeck BUIIJDERS Init: tIS Notation: 1155/HIGHIJAND Permit No: Parcel No: Sit.e Addrees: Location: Thi s Pa)zment ; 807-0360 2101-082-4400-3 288 BRIDGE ST VATL RUCK SACK BUIIJDI}IG DRYV{AI'I' q/pe 3 ADD/AJ,T COMM BUfIJD PERMT INSTAIJIJATION Totaf FeeE: TOTAI AI,I, PMTA : Balance: $303.06 9303.05 $0. 00 $303.06 ** 'lt'l***{' *'l {' 'l*** * 'l 't 'l * 'l * * I * t | * t' 't * 't * * * * ****'t't'l{'{'**'t"trt*****'t*'i****{r*:t'l'llr1'*'l"l' **** * * * ff*ffl*'l I ll:r ACCOUNT ITEM LIST: Account Code Description Current Pmts BP 00100003111100 PF 00100003112300 wc 00100003112800 BUII.DING PERMIT FEES PLA.II CHECK FEES WILL CALL INSPECTION FEE 181.2s 117.81 4,00 I I tl al l. I Yl I \i\rr ,.rr 75 S. Frontage Rd. Vail, Colorado 81657 AppLrcAIoN wtLL Nor BE AccEprED tF rNcoMplErrlffi #ffi V z3 &zolLo TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.l CONTRACTOR INFORMATION BUILDING:$ lfl,rSqo. ql PLUMBING: $ 'non"t 4Po -c j Work Class: New ( ) Addition ( )(t'oemo( ) other( ) Does an EHU exist at this location: Yes ( ) No ( )Work Type: Interior ('| Exterior ( ) Both ( ) Type of Btdg.: Single-family ( ) Two-family ( ) Multi-family ( ) Commercial (r,J- Restaurant ( ) Other ( ) No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: GasAopliances( ) GasLoqs( ) Wood/Pellet( ) WoodBu COMPLETE VALUATIO For Parcel # Contact F F:\cdev\FoRMS\Permits\Building\buildingpermi[_4-17-2007.DOC BUILDING PERMIT or & Materials at 970-328-8640 or visit Page 1 of 7 0411712007 ll ,,.m BUILDING PERMIT APPLICATION CHECKLISI COMM ERCIAL TENANT FI N ISH/IM PROVE]UIENI This checklist is to be used with any tenant finish/improvement permit application. M Town of Vail Design Review Board approval must first be obtained for any exterior modifications proposed Atr Plan Check Fee must be paid at the time of application for projects over $100,000 valuation (see aftached' schedule) Tllg,following information must be shown on all 4 sets of plans: { Construction plans stamped and signed by a Colorado State Licensed Architect. r- Original building construction type per IBG chapter 6 ex. ll-A, V-B S/- Tenant suite or tenant space number. 'nt\ -tenant space location identification. Show location of the tenant space within the overall building. { noo, plins with existing and proposed walls. Show all wall assembly construction and proposed interior finishei with flamespread index. Proposed construction $pe must match existing building construction type' - Clearly show proposed use of each room or space on the plans. [fi n"ne6ted ceiling and finish plan. Type of materials must match the fire resistance/type of construction requirements in the existing building. Show all interior ceiling finishes and flamespread index Itft^ Door schedule. All doors shall be clearty identified with fire rating, size, hardware and swing' 'tdl& tUeans of egress plan. Show all occupant loads and number of exits from the tenant space Ald *eas requiiing two (2) exits: Exit doors shown to swing in the direction of exit travel, separation of exits comply with code, illuminated exit signs are shown. Windows shall be labeled with size, operation, safety glass. All areasandroomsof thetenantspaceareaccessibleperANSl 117.1 requirements. Accessible maneuvering clearances provided at all doors for accessibility per ANSI 117.1 Service counter-tops and built-in work stations provided with accessible areas per ANSI 117.1 Bathroom facilities. All accessible/adaptable features, clearances and turning spaces provided per ANSI 1 1 7.1 requirements must be shown. Separate sex bathroom facilities provided if the number of occupants or employees exceeds (15)' Toilet room floors/walls finish schedule.tr Floors have a smooth, hard, nonabsorbent surface such as concrete, ceramic tile or other approved material, extending upward onto the walls at least 5". ft Walls withi;2 ieet of the front and sides of urinals and water closets must have a smooth, hard nonabsorbent surface to a height of 4 feet. Occupancy separations for walls/ceilings between tenants clearly shown on the plans with fire resistive construction details and listings specified. tr Ed M I..l/t ru ilB /1h( lld ^jd /f Mechanical HVAC plans, plumbing all proposed work requirements application , mechanical and electrical components in all fire State Licensed Engineer sched ules/load calculations. into fire resistive walls and ceilings. Services requirements Services requirements information is missing from the Fire-stopping. Fire-stopping rated walls and ceilings. Plumbing, Electrical and I Plans stamped by a checklist. lf any requi pt Fire/smoke Dampers on mechanical plans ai all lffi rire sprinkler ghow all proposed work per |F Fire alarm pla' I have read and und F: \cdev\FoRMS\Permits\Building\buildingiermit-4-u-2007. DOC Page 3 of 7 MlL712007 ,-ffi BUILDING PERMIT APPLICATION CHECKLIST lhis checklist is to be used with any single family/duplex permit (new cont dlt Town of Vail Deqign Review Board approval must first be obtained not apply to interior remodels) , addition, or remodel application.) $100,000 valuation (see attached SINGLE FAMILY/DUPLEX CHEGKLIST flp Plan Check Fee must be paid at the time of application for ' schedule) The following information must be shown on all 4 sets of plans: Architectural Plans fll* Site Plans. Provide all site plan information as req ''.'- Refer to the DRB application checklist for complete Itf pon"ttuction staging plans. Provide constructioTr{ Floot plans. Completefloorplans providedforfa' lgp Building Elevations N,W,S,E elevations. S doors, and finish grades. /p& Window sizes and operation types.on the floor plans or elevations. n Stairways, guards, and handrails I Roof plan. Show all roof covering all stairway details with rise/run, handrail and guard details (Class A covering required) and underlayment, roof pitch D Buifding cross sections. Show r$f , wall, floor construction assemblies and insulation R values. Show roof and crawl space ventilation. Shoy/ceiling heights in rooms and crawl spaces. ; Rescheck compliance certifiy'te and inspection checklist (new construction and additions only)' provide a complete signed c9r6pliance certificate and inspection checklist. Verify all exterior building is detailed on the building plans as relired on the Rescheck compliance report. (www.energycodes.gov) 1l Firepfaces. All fireplaceS(pes shown on the floor plans. Specify gas log set, or gas appliance at each fireplace. Structural PlansU Soils Report. lncl 2 copies of the soils report for your lot. E All sheets of the I plans stamped and signed by a Golorado State Licensed Engineer. Design sheet. Roof live load, Deck live load, Floor live load, Wind Speed/Exposure, Soils report number and bearing capacity referenced per the soils report. n. Provide a complete foundation plan with all footing/foundation section details Provide complete framing plans for floors, decks, roofs. All beams, joists, rafters or trusses n U Framing clearly Include framing construction details and connection schedules. n esUestos form completed. Asbestos test and report provided if any existing construction is proposed to be disturbed. See Town of Vail asbestos testing requirement form. I plan check fees. Plan check fees must be paid with your application. The building permit and recreation fees will be paid upon issuance of a building permit. I have read and understand the requirements of this checklist. lf any required information is missing from the application, I understand the application will not be accepted. for the Design Review Application for your project. staging and materials storage site plans. level. Complete dimensions, drawing scale noted, use of each room shown on the plans. Location of nical equipment clearly shown 6w all proposed exterior finish materials, guardrails, windows, Fou F: \cdev\FoRMS\Permib\Building\buildingJermit-4-17-2007. DOC Date Page 2 of 7 0417712007 Applicant's Signature TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 288 BRIDCE ST VAIL Status . . . : ISSUED Location.....: RUCKSACK BUILDING Applied . . : 1012912008 Parcel No...: 210108244003 lssued. . : llll4/2008 ProjectNo : Expires. .: 05113/2009 OWNER ROSENOUTST,RICHARD N, - BROW IO/29/2008 - SELBY, CHARLES 385 CLAYTON ST DENVER co 80206-4228 APPLICANT ALARMSPECTALISTS, INC I0/29/2008 Phone: (303) 985-5900 945"1 S. TINIVERSITY BITVD, #5]-4 HIGHLANDS RANCH co 80L25 License: 593-S CONTRACTOR ALARMSPECTALISTS, TNC 1O/29/2008 Phone: (303) 985-s900 9457 S. TIN]VERSITY BLVD, #5]-4 HIGHLANDS RANCH co 80125 License:593-S Desciption: INSTALL NEW FIRE ALARM SYSTEM Valuation: $25.000.00 * *,r * * *:r *:l +*:r't * *:| rr * t t* * * * *:l * i *,r * i * t Electical-----> 90 . O O l-otal Calculated Fees-> g 1, 1s 9 . 50 DRB Fee----> $0. OO Additional Fees---------> $O. OO lnvestigation--> go. oO 'Iotal Permit Fce----> 91,169.50 Will Cdl----> 9o.Oo paymenls----------> 91,169.50 TOTAIFEES-> gt,t69.s0 BALANCE DUD-----> go.oo Approvals:Item: 05600 FIRE DEPARTMENT 1L/L3/2008 mvaughan Action: AP * *'|r* l*+,lt+tt+*t* CONDITIONS OF APPROVAL 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, International Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE SEVENTY-TWO HOURS lN ADVANCE BY Tf,LEPHONE AT 970-479-2252 FROM 8:00 AM - 5 PM. --,t-4 M ToC/ €"u/y' Permit #: Ao8-oo97T1Lf6-l - o (3'\ SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER *** * * * * * * * * * * * | t 'a f f * * * * * * * * * * * * * * * 'r 'r | * * ***** ***1'**{'***************+'a'l***************ll+*+l** TOWNOFVAIL, COLORADO Statement 'r * *lt{ * * f * * * | * *+ rr* * * t * * I l'trt t*tS I i *t * *t***t**X**+* * * * * * * * * * * * * 'l | * * * * t * * * * * * * * * * * * * * * i I I * i * I I Statement Number: R08000218? Amount: $1,159.50 LL/L4/2008]2:26 PM Payment Method: Check qDEI'ITAT.TqT( IniE: LC Notation: #3252/ALARM Permit No: Parce1 No: Sit,e Address : Location: This Payment: A08 - 0097 2101-082-4400-3 288 BRIDGE ST VAIL RUCKSACK BUILDING Trrrr-. AT.APM DFPMTT Total Fees: TOIA1 ALL PMTS: Balance : $L, 169. 50 $1, 169 . 50 $0.00 $1, 1"59. so ********lr I t******1* ** I'l* * + ****1. * * * * ** * * * ,i * * * ,t * * ir { ,t {r *:t * {r * * * {. * * *{r't* r+ 'ti * * 'l {' 't 'l * * 'l * 'i 't 't t {r 'f 't ** ***1.* * ACCOIJNT ITEM LIST: Account Code Description Current PmLs BP 00100003111100 PF 00100003112300 FIRE AI,ARM PERMIT FEES PI-,AN CHECK FEES 937.50 232 .00 commerciar & Residentiail[.^,*ht[li,:5#I required at the time orapplication submiftar and must incrude informationiirt"J o;"th; tio"n" of thisform. Application wiil not be accepteo *iit"rt this information. ProjecUstrreetAAaress frg61(K G/donh,/ng : /,cQ 9/69 7 eroied*: Q\(2J 01- oL4(i Building Permit #: Alarm Permit #: companyAddres ",3% city, /y'?l/o,t/s R*,cA s^.,Co zig_@, conracrph: <O? 7(6 5?& cet:t- e-uait /ve//j @alar t)etailed Description of Wo*: Ttsfal;ao frre Value of Fire Alarm: (Labor & Materiats) $29,w* Work Class: New 1af46_6;1;on ( ) Remodet ( ), Retro-Fit ( )Repair ( ) Other ( ) Buitding/Compte,lt"r", \Aq-.cE a-k_ Interior( ) Exterior( ) eou(d Type of Building: 3lfl',fi*ilt'itk3J,:Hl, I y,J1il??uy,, Does a Fire Alarm Exist? yes ( ) No t.,A- Does a Sprinkler System Exisil-? yes ( ) No (c/ f5/^ 0cr Qt/vN llr'' I lui l|liUU T 27 200f .4L QF VAIL Date Received: TOWN OF VAIL DEPARTMENT OF COMMLTNIry DEVELOPMENT 75 S.FRONTAGEROAD VAIL. CO 81657 970-479-2t38 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ASBESTOS Permit #: ASB07-0022 Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED Location.......: RUCK SACK BUILDING Applied . . : 08/07/2007 ParcelNo....: 210108244003 Issued...: 08109/2007 Legal Description: ?R3O1 -o/-6\ Expires...: 02/052008 ProjectNo.: ?? OWNER ROSENQUIST,RTCHARD N. - BROWO3/O7/2OO7 - SELBY. CHARLES 385 CLAYTON ST DENVER co 80206-4228 APPLICANT PROFESSIONAL ENVTRONMENTAL SO8/07 /2007 Phone: 303-355-9598. ]-9537 4OTH STREET DENVER co 80249 License : 767-S CoNTRACTOR PROFESSTONAI-, ENVTRONMENTAL 508/07 /2007 Phone: 303-356-9598 19537 4OTH STREET DENVER co 80249 License z 767 -S Desciption: REMOVAL OF POPCORN CEILING FOR THE RUCK SACK REMODEL Occupancy: Type Construction: Type Occupancy: ?? Valuation: $8,750.00 Fir€place hformation: Restricted:# ofGas Applianc€s: 0 Add Sq Ft: 0 # ofGas Logs: 0 # of Wood Pellet: 0 rrrra*aiati'rt:t*:tar*'tt*t'ti'r:lr'ifi'rt:rr:rr*****at,r**r:i*ri*'!rr'rrr**t*rar*a{ FEE SUMMARY Building--> Plan Check*> lnYestigation-> Total Calculaied F€es-> $116.00 Additional Fe€s-->s0.00 Total pcrmit Fca--_> 9116. O0 Payments-> 5116.00 TOTAL FEES----> $1t6.oo BALANCE DUE-> 90.00 a r:t a**a ** a ** a:t trta Approvals:Item: 05100 BUILDING DEPARTMENT Item: 05600 FfRE DEPARTMENT o8/o9/2oo7 DRhoades Action: AP Approved as noEed: $s8.00 S58. oo 9o. oo 1. At least one handheld fire extinguisher must be located outside the work area (in additsion to the two shown inside t,he work area) . 2. Deleveries to and from the jobsite must be coordinated through Check Point Charlie and comply with all Town of vail Loading and Delivery rules. Mike Dowling was advised of these rules. 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 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, Intemational Building and Residentail Codes and other ordinances ofthe Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE FORTY.EIGHT HOURS IN ADVANCE BY AT 97M7v2t35 0R 970419-2252 CTOR FOR HIMSELF AND OWNEN PAGE 2 *** ***,i** * * * *t * + * ** * +* 'lr:t'{.* 't *'l '1. ** '}{.* *'t *'t * * * *'t '|l*!t********,lr'l"f **,t******* **.t*,i*tt*** *,i**,t*:**** *** ** 't* * **'}*'1.,}** CONDITIONS OF APPROVAL Permit #: ASB07-0022 as of 08-09-2007 Status: ISSUED ,t *,t *:t(,* * 'i. *:1.,i {. ** * ** * * * ** * * * *{. * +,1. +{. 'l * * ** * * * ** + * * *'r{.** * 'l * ** 'l * * ** ****+ * ** * * * * **'f *** ** '1. * 'i * * *** * *,t *{. 't * * *'l **,f * * * Permit Type: ASBESTOS Applied: 08/0712007 Applicant PROFESSIONAL EI',WIRONMENTAL SERVICES, LLC Issued: oElog12007 303-356-9598 To Expire: 02/05/2008 Job Address: 288 BRIDGE ST VAIL Location: RUCK SACK BUILDING ParcelNo: 210108244003 Description: REMOVAL OF POPCORN CEILING FOR THE RUCK SACK REMODEL Conditions: Cond: 38 (BLDG.): THIS PERMIT IS GOOD FOR ASBESTOS ABATEMENT ONLY. AN ASBESTOS ABATEMENT CERTIFICATE SHOWING THE AREA FREE FROM ASBESTOS IS REQUIRED PRIOR TO ANY FURTHER WORK OCCURING ON THIS SITE. IF FURTHER QUESTIONS ARISE, CONTACT THE VAIL FIRE DEPARTMENT AT 479-2250. Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE A}IY WORKCAN BE STARTED. Cond: l2 (BLDG.): FTELD INSPECTIONS ARE REQUIRED TO CHECK FORCODE COMPLIANCE. ll *m ASBESTOS TESTING REQUIREMENTS THE TOWN OF VAIL AND STATE OF COLORADO DEPARTMENT OF PUBLIC HEALTH REQUIRE ASBESTOS TESTING ANYTIME WHEN MORE THAN 160 S.F. OF MATERIAL WILL BE DISTURBED OR REMOVED. AN ASBESTOS TEST AND REPORT IS REQUIRED TO BE SUBMITTED WITH YOUR BUILDING PERMIT APPLICATION FOR ALL REMODEL, ADDITION OR OTHER PROJECTS INVOLVING ANY DEMOLITION OR REMOVAL OF BUILDING MATERIALS THAT MAY CONTAIN ASBESTOS, BUILDINGS CONSTRUCTED AFTER OCTOBER 12, 1988 THAT HAVE NO ASBESTOS CONTAINING MATERIALS ARE EXEMPT. . I have included the asbestos test and report with my building permit application applicant signature OR date o I certify my project will than 160 s.f. of building material. The construction plans submitted with rmation. (This will be verified during plan review, and will OR ,o The building was constructed after October 12, 1988. The date of construction was orioinal conslruclion date applicant signature date F:\cdev\FORMS\Permits\Building\tuil ding$ermit-4-17-2007. DOC Page 5 of 7 o4lLil20o7 -ffi PLAN CHECK FEES TABLE Plan check fees are required for projects with a valuation over $100,000, at the time of Building permit submittal. Please use the table below to calculate your plan check fee total. $100,000-$150,000 multiply by .0055 of Valuation Total $150,001-$250,000 multiply by .005 of Valuation Total $250,001-$400,000 multiply by.0045 of Valuation Total $401,000-$750,000 multiply by .004 of Valuation Total $750,001-$1,000,000 multiply by .0035 of Valuation Total Valuations over $1,000,000 will be calculated by the Town of Vail Building Department. lf you have any further questions, please contact the Town of Vail Building Department at970-479-2128. tl Pase 4 of i Ml 77 t2007F:\cdev\FoRMS\Permib\Building\buildingurrmil4-17-2007.DOC 4:14 pm Vait CO'- Cit-y Of - Requested Inspect Date: Iqesday, July 0t, 2008' Inspeclion Area: CG Site AddrEss: 288 BRIDGE ST VAIL RUCKSACK BUILDING DRYWALL INSTALLATION A/P/D lnformation Activitv: 807-0360 Tvoe: A-COMMConstTvp6: Occuoahbv:Owrier: ROSENOUIST.RICHARD N. - BROWN. JEFFREY Contractor: HIGHLAND BUILDERS CORPORATION Sub Tvoe: ACOMUbe: VA Status: ISSUED lnsp Area: CG Phone: (719) 499-9248 DescTiplion: INSTALLATION OF DRYWALL ONLY ON EXISTING WALLS AND CEILINGS Requested lnsoectlon(s) Item: 90 BLDG-Final Requestor: HIGHLAND BUILDERS CORPORATION lnsoection Historv llem: 50 BLDG-Insulationllem: 60 BlDc-Sheetrock NailItem: 90 BLDG-Final 0 7-03-4 Reouested Time: 08:00 AM' Phone: f;[?Xt!-e248 -or- Entered By: DGOLDEN K (e7o) Commenls: JR knows abstrthis - to final it L/ Assioned To: GDENCKLA /lk\) Time Exo: t 5- Action: D< /* 41 /d-/ nhK-Pl" 'l J:VU \ REPT131 Run Id: 8082 * * *t't * a't* | i't*t*+t+t++'tttltatta'tta{** ***rtaat*attf*l * t**** * * I *'t *** I't *l * f* *t"l'l** * * 'l'l * * {' i ** I fl * TOWNOFVAIL, COLORADO StatemeNrt *+t*t+taat'+tat*t*t+tttttf t++ttaaai***ar*t lt l* * * t a * t*+* * * *+*'a | * * * 't * * * *'t* ** * * * 't * * I * ** t * * * *l'}ll statement lgumber: Ro?0001481 Amount: $116.00 08/09/2oo104:44 PM Payrnen! Method: Check rnit: DDG Notation: +trrt Cemaik rnc. t4{6 Pemit No3 ASBO?:-0022 TYPe: ASBESTOS Parcel No3 2101-082 -4400-3 SLCe AddreEs: 288 BRIDGE ST VAIL IJocation I RUCK SACK BUIIJDINGT Total Pees: $115. Oo fhisPayment:$115'00ToEaLAr'r-,Pmts:$115'oo Balance: $o. oo !t rt 't **tt*t*rtt' * ** * * I I r* t'i* * * *+*t*t{' *'t**** t t * * t!l*'t'l't* I * * * * * * | * | ** *t| i*t *t t*tta********* * ***t"*f ACCOIJNT ITEM LIST: i:::T:-:::: BP OO1OOOO31111OO BUII,DING PERMIT FEES PF OO1OOOO31123OO PLAN qHECK FEES 58 .00 58.00 75 S. Frontage Rd. Vail, Colorado 81657 4tlt' APPUCATION WILL NOT BE ACCEPTED IF INCOMPTETE OR U 4>gq-6oaA Project #: Asbestos Permit Permit a 1. Copies of General Abatement Ceftificate and State of Colorado Certification Z. I dcpy of written arrangemenB with the facility operators for any temporary disabling of the air hanhiing systems, fire sprinkler system, and alarm systems with the names and contact phone numbers of these individuals. 3. Site plan with details addressing: waste container storage location. waste load out area location. entry and exiting details of abatement area. details of entry and exiting plans for the occupants ofthe structure in unaffected areas. CONTRACTOR INFORMATION On Site Abatement Contractor: {!l;*aLot-o 5vY. SpEt.DBt SQoPesst* Town ofVail Reg. No.: 767 s Contact and Phone #'s: p1,6. goucr.rr' tt1 I-{1/l E-Mail Address: t,rAUcv Oou Q. ce_^turqtot. hef Contractor Signature:h/'b 0u-t^-' BEST COPY AVAILABLE COMPTETE VALUATION FORASBESTOS ABATEMENT PERMIT (Labor & Materials) Asbestos Abatement: $ 8,t S tt . ^, Conact Assr;ffits Offte at 970-328'8640 or visit # Job Name: flall"^k-C ('1tt stll"Lr'aw 1qg' ,-r, O 6 L Job Address: 28y 4 n a1. SretcT (*tt- crt-o LesalDescription I r-ot' p ll eo.rc s& ll ntins: lhLlUll\ttrtft.ll suuoiuition, S/- ry:."*.! owners Name: be.--ft't-, IJ-c aur'oszl-;qx 1q1,*1^- c{ ffi phonet g,-1o,ft6 ,tts y Project Manager:Address:Phone: Project Designer:Mdress:Phone: Air Monitoring Specialist: Jotrv 1-tf b Address: oovrll Uhedt-,1<g$oo:1 Phone: 3ot vt t oz( rl Detailed description of work: flc-^-r"-Q- .,'? Popcorn Gri'; StartDate: /u^.,-q.2oa7 ll EndDate: 4',^._rr.zo1 ll Startlme: A:u' A..^ ll QuitTime: S.e., P4 Feet: too 55/Gal Drums: WorkClass: New() Addition( ) Remodel(.zf Repair( ) Demo( ) other( ) WorkType: Interior (-J E:terior ( ) Both ( ) Typeof Bldq.: Sinqle-familv( ) Tdo-famity( ) Multi:farnilyl ).4oms€r,irl kfrBeiRurer*{r*ftip*t-l# Does a Fire Alarm Exist: Yes ( ) No (4 Vflll 6€qfiE9q!{FrslEt94ffi for Parcel ***lr* ***** *** *** ** ***** *** **** * **:*** ** *FOR Colorado Environmental $pecialists Dba Professional Environmsntal Serviccs LLC vail 970'949-9911 ,;orporate Ofncc 614 Founders Avenue, Eagle, COlorado P'O' Box 5110' Eagle' Colorado 8i631 Phonc (970) t28-3710 Fax (970) t28-1731 Mike Dowling : (97Q a7 l'5921 Cel'l August 22, 20li ' Higttlsnd BuilC ::rs CorPoration Atur: MarklfuI $nbesk P.O. Box 634!i Vail, Colorado i165E R$ Asbestos rt leerrnce rt 2tE Eridge Stroet, Yail Colorado Dear Mark, Tlris is to oonJ:i rn that the asbestos abstement projecr at 288 Bddg€ Steet' Vail Colorado bas bcen corr rlered ro"filfuify "'i*, *ff oi t*U.ttos containing matuial rernoved' Clearancc sanrl ling ""r ;ffi;d il i*661*" Inc. and clearance was given and report is atuched. Sincerely,"r\ /4u- KI""4' Mike Dowlinlx e BEST COPY : T'idl._ri, AVAILABLE p. ELECTRICAL ACOM Job Address: 288 BRIDGE ST VAIL Location.....: RUCKSACK BUILDING Parcel No...: 210108244003 OWNER ROSENQUIST,RICHARD N. . BROW O5/2,112008 - SELBY, CHARLES 385 CLAYTON ST DENVER co 80206-4228 APPLICANT BIG BEAR ELECTRIC, lNC. 0512112008 Phone:970-390-9221 P. O. BOX 474 LEADVILLE co 80461 License: 291-E CONTRACTOR BIG BEAR ELECTRIC. lNC. 0512112008 Phone:970-39G9221 P. O. BOX 474 LEADVILLE co 80461 License: 291-E Desciption: Valuation: RUCKSACK REMODEL: TEMPORARY POWER $850.00 Square feet: 0 FEE SUMMARY NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .2._..\ It.\IYI r_ _\S\,,/., TOVNEVIilV Town of vail, Community o"udopr"nffirth Frontage Road, Vait, cotorado 81657 3pl -63o 1 970.479.2139 t.970.479.2452 inspections 970.479.2149 V1-6)COPERMIT Permit #: E08-0104[308 ooi Z Project #: PRJ07-0234 Stalus...: ISSUED Applied..: 0512112008 fssued. . : 0512312008 Expires. .: 1111912008 Electrical Permit Fee-----> Investigation Fee---------> Will Call Fee--------------------> Use Tax Fee-----------------> Total Calculated Fees----> $57.50 $0.00 $4.00 $0,00 $61.50 Tolal Calculated Fees-> Additional Fees-----> TOTAL PERMIT FEE-.> Payments-------------> BALANCE DUE-----.> $61.50 $0.00 s61.50 $61.50 $0.00 APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 05/2212008 SHAHN Aclion: AP SUBJECT TO FIELD INSPECTIONS Item: 05600 FIRE DEPARTMENT CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read lhis applicalion, filled out in full the informalion required, completed an accurate plot plan, and slate thal all the information as required is correcl. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this slructure according to lhe towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2'149 OR AT OUR OFFICE elec_prm_041908 of Owner Conlractor 9.7)- 6 ct *'l{'{"1' { t t { { { { ***** * { tt{ ({ t{' *{' * * i r { *+ *'tt*t*t*l*i**t**tr***tt**i*****'}ltttt**a*t*lll**li**r**r TOWNOFVAIL, COI,oRADO | * a * l*|} || * * | 't * l'|*|t*t|} | t t * ***lt*t** f*t* *** * {t * * I t* ***t***a**t** * ** * *att'tt*,t****tltt*t*t*l * * * al Stat,ement llrrllrber: ROSOOOO?89 Amount.: $51.50 05/23/2OO8ll:11 Al4 Stabment Init: SAB Notat,ion: 6155 BIG BEAR Palment Method: Check EtECTR,IC $51,50 allla*ttl* ll I I i llIfl*'l'l'l I t't tl*llll*l*ltt'la{rt+alttXat{t {*t **{*t*t**+t{*t*t**tttt{{t*{ttlttataa+a ACCOI.JNT ITEM LIST: Account Code De scription CurrenE PnEE Permit No3 Parcel No! Slte Mdrees: Location: This Payment: EP 00100003111100 wc 00100003112800 808 - 0104 2101-082-4400- 3 288 BRIDGB ST VAIIJ RUCKSACK BUIIiDING l14rer EI,ECTRICAL, PERMIT Total FeeE: Total AL,[, PmtE: Balance ; $51. s0 $51. s0 $0.00 EIJECTRICATJ PERMIT FEES I{TLIJ CA&IJ INSPECTTON FEE 57 .50 4.00 *m 75 S. Frontage Rd. Vall, @lorado 81657 APPLICATIOI{ U'ILL NOT BE ACCEPTED IF INCOMPTETE OR UNSIGNED^ Proiect #' YAJ01'6'7'""+ Building Permit #: Electrical Permit #z EaX - 0.|0* 97 O - 47 9 -2149 (I nspections) TOW[{ OF VAIL ELECTRICAL PERMIT APPLICATION CONTRACTO R IN FORIIIATION Person and Phone #'s: e*,y'hAn,* 9-fu- ?a COMPLETE SQ. Fq)TAGE FOR AREA OF WORI( AND VALUATION OF WORK (labor & Materials) AMOUNTOF SQ FT IN STRUCTURE:EIECTRICALVALUATION: $ ffO Conad Otrte at 970-328-8640 or visit forPatel# Parcel# Alo/o,7A9qoa3 JobAddress: eFE &, ol1 G4s/ WorkClass: New( )- Addition( ) Remodel( ) Repair( ) TempPower Does an EHU exist at this location: Yes ( ) No ( )WorkType: Interior( ) EGerior Restaurant ( ) Other ( )TypeofBldg.: Single-family( ) Duplo<( ) Mutti-family( ) Commerdal No. of Accommodation Units in this building:No. of Existing Dwelling Units in this building: for a hot hrb: Yes ( ) No Does a Fire Sprinkler System Exist: YesDoes a FIre Alarm Existl Yes ( *****'l*********************************FOR OFFICE USE ONLY****'*****************************!**** I F:\daAFORMS\PERMm\Bullding\elecucal*p€rmit-l 1-23-2005. Doc Page 1 of 2 rv23l20f5 *m o o Amendment to the 2002 N.E.C. Town of Vail Ordinance 4, Series of 2005 Overhead services are not allowed in the Town of Vail. Underground services shall be in conduit (PVC) from tte utility transformer to the elecfic meter, main disconnect switch, and to the first electrical distribuUon circuii breaker panel. The main disconnect wvitch shall be radlly awible, andloated next to the meter on the e><terior wall of the structure. All underground conduits are required to be inspected befiore back-filling the trench. In multi-family dwelling units, no electrical wiring or feeder cables shall pass from one unit to another. C.ommon walfs and spaces are exempt, NM Cable (Romex) can h u*d only in single and muld-famif dwellings net uding 3 sbrie.lW Mlt annotbe ud inanybuiHing mixd wfilr lyW+B.E EH,I,tl &Soantpncies. Aluminam ondudotssmaller than size #8 are not permitted wi$ the Town of Vail. TOWN OF VAIL ELECTRICAL PERMIT GUIDEUNES All installations of exterior hot tubs or spa's require a DRB approval from planning. This application will not be accepted without a copy of the DRB approval form atbched (if applicable). If this permit is for installation of an exterior hot tub or spa on a new elevated platform or deck over 30" above grade, you must also obtain a building permit. If this permit is for installaUon of an e:<terior hot tub or spa on any e)dsting deck or elevated platform, a structural engineer must review the existing condiUon and veriry that it will support the added concentrated load. Please provide a copy of the structural engineers wet stamped letter or drawing with this applicaUon. If this is a remodel in a multi-family building with a homeowners association, a letter of permission from the association is required. If this permit is for a mmmercial space, two (2) sets of stamped drawings are required. Eleotrical one-line and panel schedula arc requircd ffload is added or disbibution is alhrcd. €2. /- o/ Date Signed If you have any questions regarding the above information or have additional questions, please contact the Town of Vail Electrical Inspector at970-479-2147. The inspector can be r€ached on Monday thru Friday mornangs between the hourc of 8am and 9am. You may also leave a voice mail and the inspector will call you back. F:\odw\FORlrS\PERilm\Buildi ng\electica LrermiLu-23-2005.Doc Page 2 of 2 rrl?312005 NOTE: rHtS PERMIT MUST BE POSTED ON JOBSTTE AT ALL TIMES -,..:.-\ ,\\I YI rwffir/_-ffi Town of Vail, Community Development, T5 South Frontage Road, Vail, Colorado 81657 p. 97Q.47 9.2139 f. 97 0.479.2452 inspections 970.479.2149 ELECTRICAL PERMIT ACOM Permit #: Project #: Job Address: Location.....: Parcel No...: 288 BRIDGE ST VAIL RUCKSACK BUILDING, ALL UNITS 210108244003 E08-0255 Sol -o3ol PRJ07-0234 ISSUED 10t21t2008 10t21t2008 ut19t2009 OWNER ROSENQUIST.RICHARD N. - BROW 1OI21I2OO8 - SELBY, CHARLES 385 CLAYTON ST DENVER CO 80206.4228 APPLICANT BIG BEAR ELECTRIC, lNC. 10l2'1t2008 Phone:970-390-9221 P. O. BOX 474 LEADVILLE co 80461 License: 291-E CONTRACTOR BIG BEAR ELECTRIC. lNC. 1Ol21|2OOB Phone: 970-390-9221 P. O. BOX 474 LEADVILLE co 80461 License: 291-E Desciption: INSTALL 800 AMP SERVICE, LIGHTING, OUTLETS AND BREAKER PANELS FOR ALL UNITS Valuation: $25,000.00 square feet: 0 FEE SUMMARY Electrical Permit Fee-----> Investigation Fee-------> Will Call Fee------------------> Use Tax Fee------------> Total Calculated Fees------> $546.25 $o.oo $4.00 $0.00 $550.25 Total Calculated Fees-> Additional Fees------> TOTAL PERMIT FEE-.-> Paynents----- BALANCE DUE.-----> $550.25 $0.00 $550.25 $s50.25 $0.00 ^APPROVALS Item: 06000 ELECTRICAL DEPARTMENT 1012'112008 JLE Action: AP CONDITIONS OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled oui in full the informalion required, completed an accurate plot plan, and stale that all the information as required is correcl. 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 ihe towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479,2149 OR AT OURREQU elecjrm_o41908 AM -4 PM. IeYzf -ctk' Date '/ t*t****** ** * * * *****r**r**** r * * ***'t*t**'t** *tt't* {'*{'*****t**********t*t * 't*'} * * ****a*** **'llt* * *lt * TOWNOFVAIL, COLORADO Stat€ment l'll{ * *****l* * * *{'t'l*t'l't'l'l*'}{'i * ******++** * ***{'**t'**{*{' *'t1*t********f*'l*t*ll**********r***r *** * Statement Nunber: R080001991 Amount: 9550.25 LO/2L/2OO9L1 :02 All Payment Method: Check EIJECIRIC Init: .ILE Notation 3 6386 BIG BEIAR $550.2s **t*l * *** * **** * * 't {' * * 'l {r * ** {' * **ll*'l*'} **t***l*+*l l'*+*lllt* ****** *** **l****a*'|* ** * t * * **** * **ti l* ACCOTJNT ITEM LIST: Account Code DescripEion Current Pmts Permi.t No: Parcel No: Site Address: Irocation; Tlri s Payment, : EP 001000031L1100 !{c 00100003x12800 808 - 0255 Tlpe: EIJECTRfCAL PERMIT 2101-082-4400-3 288 BRIDGE ST VAIIJ RUCKSACK BUIIiDING, AIJL t IjIITS Total FeeE: Total AI,I. PMtE : Balance : ELECTRICAL PER"I4IT FEES WTI.|I.' CALL TNSPECTION FEE $sso.2s $sso .25 90.00 546.25 4.00 ELECTRICAL PERMIT APPLICATION Project Address Contractor Information Projecr#: .?Rl o-t-oP-7Lf Building Permit #: Electrical Permit #: if necessary) COMPLETE SQ. FOOTAGE FOR AREA OF WORK AND VALUATION OF WORK (Labor & Material) Amount of SQ Ft Electrical $ Work Class: Detailed Description of Work: Company Address: Mailing Address: (For Parcel # Contact Eagle County assessors Office at 970-328-8640 or visit www.eaglecounty. us/patie) Architect () -o.1nn"1 )- EnsineerJy) Name: Phone: Fax: -7qiT- New( ) Additionl I nemode![y' Repair( )Other( ) Building Type: Single-Family ( ) Two-Family ( Commercial d) Townhome ( )/'r' ) Multi-Family ( ) Other ( ) $sqo.7E : Property Information Parcel#: )10/ Of) 9LlD{3 EGTEtj\'/E|l\ , l. .1:;i. u TOWN OF VAIL- E) trl @tu. q) TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S.FRONTAGEROAD vArL, co 81657 970479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F08-0013 ?tSor -o 2 3L\ Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED Location...,.: RUCKSACK BUILDING Applied. . : 03128/2008 Parcel No...: 2101082440Q3 Issued . . : 12/1012008 ProjectNo : Expires. .: ov\INER ROSENQUIST,RICHARD N. - BROW 03/28/2008 - SELBY, CHARIJES 385 CLAYTON ST DENVER co 80206-4228 AppLrcANT BATLEY & PETERSON 03/28/2008 phone: 970-476-OO92 ].08 S. FRONTAGE RD sTE 208 VAI IJ co 816s7 I-,icense: C000002169 CONTRACTOR WESTERN STATES F]RE PROTECTI 03/28/2008 PhONC: 3O3-792.OO22 7026 SOUTH TUCSON WAY ENGI,EWOOD co 80112 Lacense: 338-S Desciption: RUCKSACK REMODEL Valuation: $53,700.00 * 'l ** * t i t f:l *t t*:| t*+a,t t *rr t.t ***:l t,t a:ta Mechanical---> $0 - 00 Restuarant Plan Review--> $ O . O O Total Calculated Fees--> 52 ,632 .25 Plan Check-> 9350.00 DRB Fee---*-.-----> 90.00 Addirional Fees-----> go. oo Investigalion-> 90 . 00 TOTAL FEES------> i2 ,632 .25 Total Permit Fee--_----> i2 ,632 .23 Wilf Calf--> $0 . 00 Payments----------------> 52 ,632 .25 BALANCE DUE_---> So. oo Item: 05100 BUfLDING DEPARTMENT Item: 05600 FIRE DEPARTMENT O4/L7 /2OOe JJR .Action; DN Denied plans received 04/0"7/0e. Plans are not stamped. 06/02/2008 J,lR Action: Ap 11,/18/2008 mvaughan Action: AP CONDITION OF APPROVALCond: 12 (BLDG.): FIELD INSPECTIoNS ARE REQUTRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS t hereby aoknowledge that I have read this application, filled out in firll the information required, compteted an accurate plot plan, and state that all the information as required is conect. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this sftucturp according to the towns zoning and subdivision codes, desigr review approved, lnternational Building and Residential Codes and other ordinances ofthe Town applicable thereto. REQT'ESTS FOR INSPECTION SIIALL BE MADE SEYENTY-TWO HOTJRS IN ADVANCE BY TELEPHONN AT 97U479.2252 FROM E:00 AM - s PM. OR CONTRACTOR FOR HIMSELF AND OWNER 'i** * * * * l t a t a * * * t t t f, a f, * * * l a t t l * a a t f *t*'|llf,laaallll * | * I * * * * * t I't *l* * 'i | * t * 'l * | * * * * t * * I * * i * ri* I * * ** TOWN OF VAIL, COLORADO Statement I lll l:i * I 'l I 'l' i tt { | { 'i 'lt {' I t* {' l' 'l 'l 't {' 'l * t * * * * | t t * 'l | * t * 'l * {*t***f { * * * * * * * * * * * * * * * I * a * a * a + a * * | * * * a * * a * t a Statement Number: R080002339 Amount: 9127.50 L2/IO/200802:31 PM PaymehE, Method: Check Init: SAB NolaEion: 107704 WSFP Permit, No3 F08-0013 T).pe; SPRINKITER PERIT{IT Parcel. No: 2101-082-4400-3 Site Addreee: 288 BRIDGE ST VAIIJ IJocationr RUCKSACK BUILDING Tot,al Fees: 52,632.25rhia Payment,: $127.s0 t"."t Tlrilll, tr,.i3:;i ACCOIJNT ITEM LIST: Account, Code BP 00100003111100 DeEcription SPRTNKLER FERI,IIT FEES Current PmtE L27 .50 TOWN OF VAIL FIRE DEPARTMENT VAIL FIRE DEPARTMENT 75 S.FRONTACEROAD VAIL, CO 81657 e7o-47e-2t35 -efA- 1,36l NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES .6OT - O 3 <. d SPRINKLERPERMIT PErMit #: FO8-OOI3.BOE -eE11 Job Address: 288 BRIDGE ST VAIL Status . . . : ISSUED Location.....: RUCKSACK BUILDINC Applied . . : 03/2812008 Parcel No...: ?10108244003 Issued . . : 06/17/2008 ProjectNo : .-p.?J61- O1.3Y Expires. .: ohrNER ROSENQUIST,RTCHARD N. - BROW B/2e/200e - SELBY. CHARLES 385 CLAYTON ST DENVER co 80206-4228 APPL,ICANT BAILEY & PETERSON 03/28/2008 phone: 970-475-0092 108 S. FRONTAGE RD sTE 208 VAIL co 81557 License: C000002L59 COIflTRACTOR WESTERN STATES FIRE PROTECTI- 03/28/2008 Phone: 3O3-792-0022 7026 SOUTH TUCSON WAY ENGI,EWOOD co 801.12 License: 338-S Desciption: RUCKSACK REMODEL Valuation: $50,700.00 a't,l***,|*t*:*t*t'lll' Mechanical-> 90.00 Restuarant Plan Revi€w-> $o.oo TotalCalculated Fees--> $2,s04,"ts Plan Check--> 9350.00 DRB Fee----------> 90.00 Additional Fees-----> 90.00 lnvesligation-> $0.00 TOTAL FEES-------> g2,so4.is Total Permit Fee-----t $2,s04.?5 Wiff Call---> $o.oo Payments-------> 92,504.75 BAI"ANCE DUE-------; 90,00 a t + a a a:l trtt at*a l* a IEem: 05100 BUfLDING DEPARTMENT Item: 05600 FrRE DEPARTMENT o4/I7/2O08 JJF- Action: DN Denied plans received 04/W/0e. Plans are not stamped. 05/02/200e JJR Action: AP CONDITION OF APPROVALCond: l-2 (BLDG.): FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPLIANCE. t't t t:t * t* at 't t a t:t tt 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 ordinancrs and state laws, and to build this structure according to the towns zoning and subdivision oodes, design review approved, Intemational Building and Residsntial Codes and other ordinances of the Town applicable thereto. ANCE BY TELEPHONB AT 970-{19.2252REQUESTS NOR INSPECTION SHALL BE MADB SEVENTY-TWO HOURS IN AI)VFROME:fiIAM-SPM. , nt,/ ,l'- /AL WNEROR CONTRACTOR FOR HIMSELF AND OWNER *******t*ii*t i'tt t 't t l' **t *t' * { * * * * * * * * {. .' * * * **{r a* t* * rr * 'r I {r t '|. I '} it I * * 'l '+ {' {' * {' ** * I I + I I + { l a' 't * {' I'l** ** *** TOWN OF VAIL, COLOMDOCopy Reprinted on llGlT-2008 at 10:32:36 06117n008 Statement *ll***taataai*+***l'l*l**atltl*ltlt**t*+*i**+i**ti**t*ttt'tt*titttt{'tl'*'l'l'i**'l'l*{'t*'l'*i'l I'f { *'f ** | Statement Number: R080000352 Amount: $2,504,15 03/31/200805:15 PM Payment Methodr Check VIESTERN STATES FIRE IniE: RLrF Not,ation: #107058 s2,.504 .7s f* I I * t t rl * * t {' * * * * 't * 't * * * * *l * I I * * * * * * * t t | ** * * * * * * * * *Tl**l*at * { * * * * il * * * * * * * **** *** ***tllaata'tra ACCOTJNT ITEM LIST: Account Code De scription Current PtntE Pernit No: Parcel No: Site Address : IJocatj.on : Thia Payment : BP 00100003111100 PF 00100003112300 F08 - 0013 2101- 082 - 44 00 - 3 288 BRIDGE ST VAIIJ RUCKSACK BUILDING TIT)E: SPRXNKIJER PERMTT Totsal FeeE: Total AIJJ Pmts : BaLance : 12,504 .75 lz, 9vrr , ,9 $0.00 SPRTNKIJER PERMIT !.EAS PLAN CHECK FEES 2, L54.15 350.00 NOTE: "THIS PERMIT MUST BE POSTED ON JOBSTTE AT ALL TIMES Town of Vail, Community Development, 75 South Frontage Road, Vail, Colorado 81657 p. 970-479-21 39 t. 970.479.2452 inspections. 970.479.21 49 -ffi MECHANICAL PERMIT ACOM JobAddtess: 288 BRIDGE ST VAILLocation.....: RUCKSACK BUILDINGParcelNo...: 210108244003 Mechanical Permil Fee--> $1.400.00 Will Call-------> Plan Check--------> $350,00 Use Tax Fee---->Invesligation----> $0.00 Item: 05100 BUILDING DEPARTMENT 08/04/2008 caunion Action: AP Item: 05600 FIRE DEPARTMENT Permit #: M08-0187 Project #: PRJ07-0234 Status...: ISSUED Applied. .: 08/01/2008 lssusd. . : 09/19/2008 Expires. .: 03/18/2009 OWNER ROSENQUIST,RICHARD N. - BROW 08/01/2008 - SELBY, CHARLES 385 CLAYTON ST DENVER QO 802064228 APPLfCANT SUNDANCE PLUMBING & HEATING 08/01/2008 Phone: 970-748-9977 P.O. BOX 3684 AVON co 81620 License: 101-P CONTMCToR SUNDANCE PIUMBING & HEATING 08/01/200E Phone: 97G748-8977 P.O. BOX 3684 AVON co 81620 License: 101-P Desclption: RUCKSACK REMODEL: INSTALL NEW BOILER FOR HEATING AND SNOWMELT SYSTEM Valuation: $70,000.00 *d.i{*FEE SUM $4.00 Tolal Calculated Fees-->S0.00 Additional Fees------> TOTAL PERMIT FEE--> Total Calculaled Fees-> $1,754.00 Payments--------t BALANCE DUE---.*> APPROVALS $1,754.00 $0.00 01,754.00 $1,754.00 $o.oo CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLTANCE. Cond:22 (BLDG.): COMBUSTION AIR lS REQUIRED PER CHAPTER 7 OF THE 2003 tMC AND SECTTON 304 OF THE 2OO3 IFGC AS MODIFIEO BY TOWN OF VAIL. Cond: 23 (BLDG.): BOIILER INSTALLATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2OO3 IMC. Cond: 25 (BLDG.): GAS APPLIANCES SHALL BE VENTED ACCORDING TO CI{APTER 5 OF THE 2003 |FGC. Cond: 29 (BLDG.): ACCESS TO MECHANICAL EOUIPMENT MUST COMPLY WITH CHAPTER 3 OF THE 2003 IMC ANO CHAPTER 3 OF THE 2OO3 IFGC,. Cond: 3'l (BLDG.): BOILERS SHALL BE MOUNTED ON FLOORS OF NONCOMBUSTIBLE CONST. UNTESS LISTED FOR MOUNTING ON COMBUSTIBLE FLOORING. Cond: 32 (BLDG.): PERMIT,PLANS AND CODE AMLYSIS MUST BE POSTED lN MECHANICAL ROOM PRTOR TO AN INSPECTION REOUEST. Cond: 30 mechcanicaLpermil_04 1 908 (BLDG.): BOILER ROOMS SHALL BE EQUIPPPEOWITH A FLOOR DRAIN OR OTHERAPPROVED MEANS FOR DISPOSING OF LIQUID WASTE PER SECTION 1004,6. OECI-ARATIONS I hereby acknowledge that I havs read lhis application, filled out in full the infomation required, completed an accurate plot plan, and state that all the infrormation as r€quired i3 corred. I agree to comply with the infomation and plot plan, to comply with all Town ordinances and slate laws, and to build this structure according to the torms zoning and subdivision codes, design review appror,fed, Intemational Building and Residential Codes and other ordinances of the Town applicable ther€to. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR HOURS IN ADVANCE BY TELEPHONE AT 970,479.2149 OR AT OUR OFFICE FROM 8:O( AM .4 PM. Date Print Nam€ mechcanicaLpermit_041 908 TOWNOFVAIL, COLORADO Statement **{'t{' * * {' * * * * I * t * l' {' * 'l' l' { *{r* {' * * i' *t +i* lt{ a t a tt * t {lr *+*t**lr*{1r*+l+aa'a**llla**t***i"tt'l{'t'll*il'*ll' gtatement Nunber: R090000033 Amount: $47.00 ol/12/2o0902223 PM Palment Method ! Check Initr DDG Notations Sundance P & H 722t Permit No: M08-0187 Type: MECHAIIICIJ, PERMIT Parcel No: 2101-082-4400-3 Site AddreEs: 288 BRIDGE ST VAIL Locatlon: RUCKSACK BUI'JDIIIG Total Feesr $1,801.00 ThiB Payment: $47,00 Total AJ,I, Pmts: 91,801.00 Balance: $0.00 rl**lll * t * * * * * I * **lf *rt{' f alll'l.rrlrl*lrrtart*laatl f,**tl * tl f *l t t t * * *r ra**r * |**ra*aala*tf a*i*t ACCOI.JNT ITEM LIST: Account, Code Description eurrent tnla BP OO1OOOO31111OO REINSPECTION FEE 47 .00 I | * i i * * * * * * I lr* * * * * * * ***** * * 't* * * * * * * * * * ** | *** *t **1* ** * * I I I I i ttttt* * * ** * * **t*t I * Itt I r'l{'*la** * I TOWNOFVAIL, COLORADO Statement rt*ttr.ti**tt*t****'t'ttt*tt*tt*'i* 't* tf,'ttt**{a*1*+ta*a+f,f,ttt*tttt******+*****t*t**tttl*llrfil't** Statement Number: R080001590 Amount: $1,754.00 09/L9/200812:58 PM PalmenE l{ethod: Check Init: SAB NoEation: 2299 SITNDAI{ICE P&H $1,754.00 I I I t * * * | * a t t * l'| | t * | * | | | t * * * | | * | * * | * * | *tt*'i laa*llt* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * t * * * t* * * * t * ** ACCOTJNT ITEM LIST: Account Code Current Pmta PermiE No: Parcel Nor Site Address: LOCation: Ihie Payment: MP 00100003111100 PF 00100003112300 wc 00100003112800 uo8 - 0187 2101- 082- 4400- 3 288 BRIDGE ST VATIJ RUCI(SACK BUILDING DeBcription Tlzpe: MECHAT.IICAL PERMIT Total Feea: Total AL,L PmEs: Balance: s1,7s4.00 $1, 754 . 00 $0.00 UECI{N{ICAIJ PERI{TT FEES PLAN CHBCK FEES WIL[, CALIJ fNSPECTION l"EE 1,400.00 3s0.00 4.00 AppucArror{ wItL Nor BE AccEprED rF rNcoMpLErE ?l"lfsgTrorruor _oza+ '=' lt.lv rruJClsl tt; -l-131f.'ft\) Building Permit#: EuqI\\f ./J Mechanical Permit #: -Ffmffiruf| s7o-47e-2r4e (rnspections) permitw:n not be accepted withoutthe following:75 S. FrOntage Rd. Pgfmil Wlll n6t De aOCeP[eg wNIlouE rnE r(,rruwrrr11' Vail, Golorado 81657 Prcvide Mechanlcal Room layout drawn to scale to include: o Mechanlcal Room Dlmensionso Gombusdon Alr Duct Size and LocaUon o FluerVentand GasLineSizeand location o Heat loss Calcs,o EqulpmentCut/SPecSheets CONTRACTOR INT'ORMATION Medran ical Contractot': S,.r- sXa.^e e P t-r-*\-^. Town of Vail Reg. No.: \s\ P ConAct Person and Phone #3: V4 -1..t€ _ En-r" E-l'lail Address: -r C-ontractor S(Tnature: N..4 L @nbct or visit-Parel # >r rrL OY for # Job Address: I*-i;; E--,X--a--\-b Legal Description I Lot:Btoctc s Iritlngt -<) Subdlvisionl Phone:Owners llame:\-4^ r,--- t \r\-\ - Address: Earess: - | Phone:Engineer: \ -Detailed descriptioS of work: t ,-{:'L"*' ;-*- ^ k.\o.c +\ WorkClass: Ne\^r() Addition( ) Alteratlon(4 Repair( ) OUrer( ) AoilerLocaton: Interior/) Exterior( ) Other( )Ooes an eXU o<ist at this location: Yes ( ) No ( ) TypeofBldg:Single,familyt I pupfo<( ) Multi-family( ) Commercial (rz1 Restaurant( )O$er( ) No. of Existing Dwelling Units in this building:No. of Accommodation Units in this building: Nn/Tvne rrf Fir€nla.es Fyistino: Gas Aooliances ( ) Gas tms ( ) W Buming (NOTAIIOWED) se U derrice? Yeu{l ************************FOR usE oNLY************************l JUL 31 2008 TOWN.QF^VAIL F:\odorvORMs\PERMm\Buibing\medranicaliermill 1-23-2005. DOC Town of Vail Mechanical Codes and Desion Criteria r You must obtain Design Review Board (DRB) apprcval if any of the mechanical wod< will inyolve ANY exterior w6rk. Thls includes and is not limited to :emoval and rcplacement of driyeway snow melt sysbms. Please contact the Development Review Coordinator at 479-2L28 for additional infiormation. r The Town of Vail has adopted the 2003 International l{echanical Code and tfie 2fll3Inbmational Fuel Gas Gode. o All new construction within the Town of Vall is onsidercd b b€ of unusually tght onstrucdon, t{rus all ombustion air is rcquir€d to be drawn ftom outskle the struchrrc for medranlcal eguipment. Town of Vail Fircolace Ordinance In Sepbmber of 1991, the Vail Town Council adop&d an ordinance which restricts te construction and use of open hearth fireplaoes within municipal boundaries. Since that time the oldinanoe has undelgone numenrus changes and rcvisions, striving for comprcmise, yet effiectiveness In addrcssing the air quality issue. Thercfiore the fiollowing critefa has been adopted: o Construction of open hearth wood burnlng fireplaces is no longer permithd withln Town of Vail municipal bounparies. Dwellino Units - Each new dwelling unit may oontain: One (f ) EPA Phase II ceilified solid fuel burning device and no more than tuo (2) gas applhnes (B vent) OR Tvro (2) gas log fireplaces and no mote tlran two (2) gas appliane fireplaes (B bent). Restricted Dwellino Units - Eadt new rcstricbd dwelling unit may contain: One (1) gas lo9 fireplae and not more than one (1) gas applianoe fireplae. Accommodatioil Units - Each new accommodation unit may oontain: One (1) gas log fireplae or one (1) gas appliane fireplace. ff two or mole separate dwelling units or ammmodation units arc combined to form one largpr unib the combined unit may retain one woodburning ftreplace (if one alrcady exists) and no morc than 2 gas appliance fircplaces, or may conveft up to two existing fireplaes to gas. If during the ource of a rcmodel an existing woodburning fireplace is altered or moved' the unit must then comply with all prcvisions of the ordinance. That is, the fir€place must be converted to natural gas or rPplaed by an EPA Phase II certified unit. ! LU?3I20p.SF :\oda^FoRMS\PERMm\Building\tnedtanlcallermit-l 1-23-2005.DOC 0c t. 30. 2t]0B 1t]:57AVl CLI[lA-E CC\IqC. COV:A\V No.8467 P. 1 APPLICA Th. followlno lie'ns UUST bo ot!.ohed to thiE'eemllrDDllgitlgn M.ch|nicd Regm kvout drewn to Go lvlech€nlcsl Raom Dlrncnsiong Combuslion Air Duct Size end Locslbn Hcat Lott Calc1jlaiions Equipment Cut / Spec Sheels OF ProjectAddre3, A8_E Egtoeq Sraeur, VRrr. Contlectgr InformNtion Project f:?1401 - o)3+ Building Permtt #'-007L Mechenical P€rmit #: Company: compenyAddre's' P.o. Bo* lo*l D€tallod Dctcrlptlon of Wolf,:lNSrAu- ctv,&M&'*: Co ziP: 81b2. Comact Name: conrrcrPh: g+5-aSa<coilj 23O-6aq3 veit contrador Registr ion no, l-24-1-Ll-vrbt Vail Cont|ador Regi$ration No: -|'.=l-l:l- ComDlct€ Valuation for Mechrnicsl Permit: Mechanical ' k26-ooo'"^ -ContEctor Slgnature (requ,?ed) Property lnformadon Work Clrlr: Newh Addition ( Boiler Locadon: Paraerrr: 3 lolo-82q1--q9a Legal Description: t-ot* | ak*-fA-. Subdivieion: Ovner Nam€l Jerp SeBv Malllng Add]!ss: (For PerEal # Conrrd Eagla Counv 85s€3or5 O|rice 9t 970-324-8da0 or vigit wwr.aagl€county. uYPttie) Arch'rEcr( ) DeclE]|.r( ) Engln .rX) ut- V@rt E.Mril: Toqrt X> ) R€modrf( ) R!q1it( )oth€r( ) In!6r:gr1 .L..En:,T:1 l- .. -ou':i1..) Noffype Exlstlng FlrcPlec.Ei Gar Applisnces( ) G8s Logs ( ) Wood/Pellet ( ) llo/Type Propoed FlTrpleces: Ges Appliences( ) Ga3 Logs ( Bulldlng TyF: Single-Famlly ( ) Commerdal tq O3t€ Received: ) Wood/Prllct ( ) T\,r,o-Family ( ) Multi.Fsmily ( ) Townhom. ( ) Other( ) BEST COPY AVATLABLE ,t NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES *m Town of Vail, Communily Development, T5 South Frontage Road, Vail, Colorado 81657 o. 970.479.2139 t. 970.479.2452 insoections 570.479,21 49 Permit #: Project #: 3o1-<-3o? 36-] -63C 6 P08'0081 3or-oor4 PRJ07-0234 ISSUED 07123t2008 07131r2008 01127 t2009 PLUMBING PERMIT ACOM Job Address: 288 BRIDGE ST VAIL Locatlon.....: RUCKSACK BUILDING ParcelNo...: 210108244003 OWNER ROSENQUIST,RICHARD N. - BROW O7l23l2008 . SELBY. CHARLES 385 CLAYTON ST DENVER co 802064228 APPLICANT SUNDANCE PLUMBING & HEATING 07/23/2008 Phone: 970-7 48-8977 P.O. BOX 3684 AVON co 81620 License: 101-P CONTMCTOR SUNDANCE PLUMBING & HEATING 07/2312008 Phone: 970-748-8977 P.O. BOX 3684 AVON co 81620 License: 101-P Desciption: RUCKSACK REMODEL: ROUGH-IN PLUMBING FOR FUTURE TENANTS Valuation: $66,000.00 FEE SUMMARY Plumbing Permit Fee---> Plan Check----------> I nvestigation-------> $990.00 WillCall-----------> 9247.50 Use Tax Fee------> $0.00 Tolal Calculated Fees-> $4.00 $0.00 $1,241.50 Tolal Calculated Fees--> Additional Fees----------> TOTAL PERMIT FEES-> Payments-------> BALANCE DUE-..-> $1,241.50 $0.00 01,241.50 11,2/11.50 $0.00 APPROVALS Item: 05100 BUILDING DEPARTMENT 0712312008 JLE Action: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled oul in fullthe information required, compleled an accurate plot plan, and state that all the information as required is correcl. I agree to comply with the information and plot plan, to comply with allTown ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, Intemational Building and Residential Codes and other ordinances of the Town applicable lhereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENW.FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479,2149 OR AT OUR OFFICE FROM 8:O( plmbpermll_041908 | | | * * * | | | | * * t t * |} * t t * | * | tt | | | | t * 't | | * * | | | | I tt't*** || t * * * * * * I * * | *'t t * I *tt t * * * * I t* * ** *'l * | 'tt't* * I I * * I TOWNOFVAIL, COLORADO Statement *lta*+ltal*l++**r*tlr**r*aat+ltiaa+*+laaaall*:tl l** | | * * * t'iritlrll'lll{r*'t'l'|'l'l *l alr*t*|t**lf*l* t * * * '} * StaEenent Nurnber: R080001276 Amount: $1,241.50 07/3a/2OO8o1 :11 PM Payment Method: Check IniE: DDG Notation: sundance 22 93 Permit, No: Parcel No: Site Address: IJocat 1On : Tlris Palmenb : PF 00100003112300 PP 00100003111100 wc 00100003112800 P08-0081 Type: PIJTTMBING PERI,IIT 2101-082-4400-3 288 BRIDGE ST VAII, RUCKSACK BUIIJDING Total Fees r $1, 24r ,50 Togal AIJrr PmEs: Balance : Deecription PIJAlil CHECK FEES PLI'MBING PERMIT FEES WILIJ CAL,L INSPBCTION FEE 91, 241 .50 $1,241. s0 90.00 :r 'r * 't * | * * I * * * * * * f rt * * * * * * 'r * * '+ * I' I' l' 'r t * * ra | * I I i |l 'tltt**** I I I 't * | I * I * * I I * * t * :t ,r 'r 't 'l' l' * 'l' * * I * * * * I I I | * :t * * * ,r 'r ACCOTJNT ITEM LIST: Account Code current Pnts 247 ,50 990.00 4.00 FrqrT0l'll 0F tlll! C0tflItlTY OEVEL0PlfilT T-rI5 P 00e/003 F-298 ApprrcArton wrLL iror BE ACCEPTED tF INCoMPLETE^OR lfilsrGNED ?(LJ01 -atb+Protect #: t ' Eulldlng Permit #: PlunHng Permit#: 97|'.. 47 9 -2L49 (I nsDecdons) 75 S. FrcntagqRd. ValL Colorado 81657 CONTRACTOR ITIFOR}IATIO 1'I COiIPLETE VALUATIOII FOR PLUMBII{G PERiIIT (lrbor & tlateriab) PTUMBTNGI 3 lbrhtel* Parel f .L\o \ rtQ 5\J!+ C)r)-R. 'og1*:\ --- -qr*.--r, R\\ -. lob{S; o-l*. S{-eJr r-egalD$cdpI'on I r.ot I go"t," lminot lsrmrrnnt owne6 Narnei- I Address:<A\tca u.r-\ 5 I Phone: Engineer: lnOayess,Plpne; Debiled desoiptbn o(worlc ._POvqh- in .A $,.. ^^t^.r rNZ- S-:- -,S'.-. ', '-!e,r',.c..'n..* S.'".. ..L- * workoassi Ner'r( ) duruon( ) Atteration Vf aewlrt ) other( ) TypeofBldg.: Single-famiv( ) Duphx( ) Mu[+famly( ) Cormcrcial (rzf ae*aunnt( ) other( ) No. of Eristing Dwelling Units in thb bullding:No. of Accommodauon Unlts in thb bulldlng: f **!r*r**r ****rirrf,rrtrtrir*r**r*r*t* ****rFoR oFFICl lJ$t Qlllf**rr**r***l*r*r'rr**r******** *****rr-* lns,^r $l,z't t'ao F;\cdE \FORI'ts\PERl.lITS\BulHlrEloluFtlngjarmit-l 1-23.2005.doc Page r of I l1/23/2005 .6D8e> Requested Instect Rl",:; lHftf o*, Ausust 11, 200e Site Address: 288 BRIDGE ST VAIL RUCKSACK BUILDING SubTgne: ACOM Phone: 970-945-2326 ISSUED JRM 8%l?-froog rnspe$lt F*u,s.! Retonint ' t.t. tt A/P/D Information Comment: Item: 310 M OF GWS Inspector: GCD NO PLANS FOR JOE'S DAMPERS I LL HAS NO Requested Time: l1 :00 AM- Phone: 970-945-2326 Entered By: JMONDRAGON Status: Insp Area: Commenl: INSTALLED AT ENTRANCE FOR RELIEF. Item: 315Item: 320Item: 330Item: 340Item: 390 Action: CR CORRECTION REQUIRED CORRECTION REQUIRED T SUPPLY. CORRECTION REQUIRED MECH-Final MATE CONTROL REPT131 . but not oor ition of flue Run Id: 10121