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Home My WebLink AboutCASCADE VILLAGE WESTHAVEN COMMON 5 LEGALPAGE 2 ***,F*!*******,&*r.****{.*********!****!***:t!t**:t*:t:t*+:l:1.:t*:t!t*****,*d.'f !******:&***********:N.*********:t ,t *,*:************ CONDITIONS Permit # 805-0219 as of 10-07-2005 Status: ISSUED 't,t,t,l.,t**+!t*'t{.'1.**,t*'1.,*'1.****,*,*!**+*'*************!t*****!t***:t**+{.!8*********,1{.*,1.***,1.**'1.'1.*,&:1.***:t*****:t*********** Permit Type: NEW MULTI-FAM BUILD PERM Applied: 08104/2005 Applicanl J.L. VIELE CONSTRUCTION Issued: 10/07/2005 970476-3082 To Expire: 04105/2006 Job Address: 1325 WESTHAVEN DR VAIL Location: 1325 WESTHAVENDRIVE ParcelNo: 210312100017 Description: WESTHAVEN CONDOS-DEMO OF EXISTING FOT]NDATION AND CONSTRUCTION OF NEW 13 TJNIT CONDOS OVER COVERED PARKING Conditions: Cond:40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: CON0007608 October 4. 2005 Mr. Tony Faulhaber Senior Project Manager J.L. Viele Construction Company Re: Westhaven Condominiums 805-0219 Phased Release 325 Westhaven Dt. Vail Co. Dear Mr. Faulhaber, This letter is to inform you that the Town of Vail Building Safety and Inspection Services team has authorized the Demolition and excavation phase ofthe above stated project. This has been done pursuant to the 2003 Intemational Building Code, section 106.3.3. Be aware that the holder of this permit is proceeding at their own risk. Listed below are the steps required to obtain the above stated phased permit: l) The complete balance due for the building permit shall be paid in full. 2) A11 corrections left outstanding shall be addressed prior to full release ofthe building permit. No work shall proceed beyond the demolition and excavation phase until such time the full building permit is approved and released for construction. This includes elements of fire-protection and alarm work. 3) Resubmit two sets of civil drawings to be used for the demolition and excavation portion of work. The existing documents are in the possession of the Architect of Record at this time. There is no need to apply for a separate demolition permit. The review of the revised construction documents will be within four weeks of resubmitted documents to the Town of Vail. Once this round of corrections/comments are addressed and approved, we shall release the fulI building permit for the Westhaven Condominium Project. TOWN OF VAIL 75 S.FRONTAGEROAD VAIL. CO 81657 97Q-479-2138 to*rrrNr oF coMMUNrrY oru?onr"*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW MULTI-FAM BUILD PERM Permit # 805-0219 Job Address: 1325 WESTHAVEN DR VAIL Status . . . : APPROVED Location.....: 1325 WESTHAVEN DRIVE Applied . . : O8l04l20[,5 Parcel No...: 2l03l2l0Dl7 Issued. . : I0l07l200,5 lrgal Description: - ,:.p56 q -o Aq 1 Expires . .: 04105120fr6 Project No.: OWNER MIRUS LLC O8IO4I2W5 C/O WN MANAGEMENT PO BO){7270 AVON co 81620 APPLICANT J.L. VIELE CONSTRUCTION 08/M/2W5 Phone: 970-476-3082 1000 S Frontage Road W, #202 Vail co 81657 License: 188-A CONTRACTOR J.L. VIELE CONSTRUCTION 08lOU2mS Phone: 970-476-3082 1000 S Frontage Road W, #202 Vail co 81657 License: 188-4 Desciption: Town of Vail Adjusted Valuation: 0,000,000.00 WESTHAVEN CONDOS-DEMO OF EXISTING FOUNDATION AND CONSTRUCTION OF NEW 13 UNIT CONDOS OVER COVERED PARKING Revision Valuation: Occupancy Type Totals... Investigation- > Will Ca11--- > Factor Sq Feet Valuation 54, 345$ 10,000,000.00* Fireplace Infornation: Restricted: # ofcas Appliances: 0 # ofGas Logs: 13 #of Wood Pellet: 0 **4**)**:*:*:f :f :t+'i*** Building----- > $38,458.75 Resorarant Plan Review- >S0 - oo Total Calculated Fees-- > 577 ,L26.19 Plan Check-- > 924, 998 . 19 Recreation Fee------------ ) $13 , 586 . 25 Additional Fees------) $110 . 00 $0.00 TOTAL FEES------------> $77 ,126.19 Total Permit Fee-:---> $'t't ,236.r9 $3.00 Payments---------- > 511 ,236.r9 BALANCE DUE--------- >$o. oo Approvals: Item: 05100 BUILDING DEPARTMENT o9/O2/2oo5 cgunj.on Action: eR corunents issued to contractor and architect. completeplan resubmittal required. tO/04/2O05 cdavis Action: COND fhis permit is condtionally approved for the following: Demolition of existing foundation Excavation for utilities See Conditions Lo/27/2oos cg-union O Action: Ap AppRovED cotrsn pLANs FoR FITLL Burr-,DrNG PERMIT. 02/02/2007 jplano 8302 Item: 05400 PLANNING DEPARTMENI oB/24/2oos vrRc 0L/25/2007 warren planning. Item: O5500 FIRE DEPARTMEMI 09/oL/2005 mcgee Action: AP approved changes to upper floor of unit Action: AP PIan check complete Action: AP Revision to Unit 8302 approved by Action: DN VaiI Fire & Emerg'ency Services 42 West Meadow Drive Vail, Colorado 8l-657 2250 Memorandum To: Chris Gunion From: Michael Mccee, Fire Marshal Re: 805 - 02l-9 lalesthaven Condos Date: Septerber l-, 2005 VFES has completed a review of the plans set to us for the above projecE. The plans as su"bmitted are not approved. The results of our review are as follows: l-. No specification manual was provided to us for review. 2. The applicant has not provided information as to the Fire Protection Enginr of Record. No discussions reg,arding specific fire protection elements have occurred. 3. Civil drawings were not provided. Fire flows have not been determined nor adequaey of existing hydrants or the need for additional fire hydrantss. 4. IJ 1 lJandscaping is shown in the staging area, Blue chip juniper, barberry i landscaping boulders of unspecified size) 5. L 1- The fire department connection has not been discussed or located there: the landscaping may or may not obstruct the FDC. No determination can be made until further discussions occur. 6. L 3 Note 1-2 Change the clearance to standpipes from 4 feet to 7.5 feet undr the assumption the aut tror intended to refer to the fire department connections. No fire hydrant s were shown on Lhe p1an. 7. A 2,5 The roof slope is indicated ranging from l-2:1-2 Eo 42L2, Access to thl roof during winter months will require structural anchors for life lines. 8. A2,6 The reflected ceiling plans indicate the slope of the interior ceil-i: is greater than 4:12 in some locations. A Fire Protection Engineer will be required for fire sprinkler desig-n. NICET IfI will not be accepted. A 2.7 Detail ,Qndt."a"s a ceiling hatch forO*."ir"rricat equipment above tl ceiling". This will likely requj.re fire sprinkler coverage above the ceiling. No details on the framing for the mechanical space were found. 10. A 2.15 The plans indicate a significant presence of wood on the balconies Per NFPA 13, this will require exterior fire sprinkler coverage. 1-L. Plans indicate wood siding, beams, fascia, and other combustible features more ttran 3 5 feet above finished grade. Two of the four sides of the structure do not provj.de fire apparatus access. see A 3,2, A 4.4, A 4.7 !2. A 5.0 The roof access ladder must meet minimum VFES specification. 13. A 6.1 Provide specifications on the flane spread for the irigid insulation B05-0219 Westhaven Condos PIan Check Page 2 L4. A 8.13 seems to indicate a fire alarm control panel in the lobby. The location of the FAP has not been determined. The lobby location conflicts with the electrical plans as well . 15. A 8.15 Fire sprinkler coverage will be required in the storage rooms. The adjustable shelf must not conflict with the 18 inch minimum clearance from the fire sprinkler heads . 16. M 2.0 Natural gas meters rnust comply with NFPA 54 and TOV Municipal Code , L-4/ L7, Itl 2.4 The elevator venting must be verified with NWCOG along with the rest the ANST reguirements, none of which were indicated on the plans. 18, Nl 4.2 The plans show gas grilIs on the balconies with wood decking. This mi not be a11owed. 19.M 5.1- The diagrams for Fire Sprinkler controls, Antifreeze L,,oop, and Fire Entry do not comply with applicable NFPA standards, TOV standards or ERWS standards, 20. E 2.0 - E 2,4 The fire alarm details do not comply with NFPA 72 or TOv standards, There is a g'ross lack of information normally supplied by specifications from tshe FPE. 21 . E 5.1 The fire alarm details do not comply witsh NFPA 72 or TOV standards. There is a gross lack of information normally supplied by specifications from the FPE. 22, E 5.1 The Sequence of Operation is insufficient as to functions of the FAc. and associated equipment . Lo/ O4/2OO5 cdavis Action: COND Permit release is at builders risk. See condtion listed The risk should be sma1l, given the time between demo and any potential changes would be sufficient to aflow for any necessary changes. 10/26/2005 mcgee Aetion: AP Approved per Schaner Life Safety report, terms and conditions. Item: 05500 PTBLIC WORKS L0/o4/2oos cs Action: AP Additional Public Way permit with bond for street cuts PAGE2 *t<{.d(t<{<*X******t r(*t *t(******{<*********.*******************'k,1.,1.:1.{.*******i.*'f 'F * * * * * r( i! tr tr * * * * {r * ** * *! * {<r< 1. *. * i. * {. * * * ** CONDITIONS Permit # 805-0219 as of 02-02-2007 Status: APPROVED ,kd.,Sd.{.+*4.***i<************i(*****t<*{.*{.***(t {.**,k*t **{***t t(*tc****tr *****{.****<*{.******************d<***>k'Fd.{.*++'8*** Permit Type: NEW MULTI-FAM BUILD PERM Applied: 08lMDm5 Applicant: J.L. VIELE CONSTRUCTION Issued: 1010712005970-476-3082 To Expire: 04/05/2006 Job Address: 1325 WESTHAVEN DR VAIL Location: 1325 WESTHAVEN DRIVE Parcel No: 2l03t2lffil7 Description: WESTIIAVEN COIIDOS-DEMO OF EXISTING FOI]NDATION AND CONSTRUCTION OF NEW 13 I'NIT CONDOS OVER COVERED PARKING t * *:t+ + {. *** *< * * * * * ** ******!***r.***************t<*{.***COnditiOnS: * * * * * ** * * * * * * * * d. d. *,1.+,F,1.+4. * * * * * ** * ** * * *4. * * * * * ** * Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQI.IIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: CON0007682 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION 1009 OF THE 2003 IBC. Cond: CON0007683 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION 1012 OF THE 2ffi3IBC. Cond: 21 (BLDG.): NORTHWEST COLORADO COUNCIL OF GOVERNMENT ELEVATOR INSPECTOR APPROVAL IS REQUIR BEFORE ANY WORK CAN BE STARTED. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLI FOR, Cond: CON0007684 SPECIAL INSPECTIONS REQUIRED AS DETAILED IN LETTER FROM ARCHITECT AND IBC CH. 17. COPIES OF AI INSPECTION REPORTS TO BE SUBMITTED TO TOV. Cond: CON0007685 FIREPLACE CHIMNEY SHROUDS NOT APPROVED. SHROUDS MUST BE LISTED FOR USE WITH THE FIREPLACE Cond: CON0007686 FIRE ALARM, SPRINKLER, STANDPIPES TO BE INSTALLED PER NFPA 72, 13 AND VFES STANDARDS. Entry: 10/27/2N5 By: cgunion Action: AP Cond: CON0007691 MANUFACTURER'S LISTING FOR UNIT ENTRY DOORS AND SIDE LEAF REQUIRED TO BE REVIEWED FOR COD COMPIANCE PRIOR TO FRAMING INSPECTION. DOORS MUST BE 20 MINUTE WITH SMOKE RATING. SELF CLOSING LEAFS WITH SELF LATCHING HARDWARE. for ulitity services i.qoir.a. Itern: 05550 ENGINEERING CMIrS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby aclorowledge 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 of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOIJR HOTIRS IN ADVANCE BY AT 479 2149 OR AT OIJR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF WNER OR CTOR FOR HIMSELF AND OWNET ******'t*:i**,r:*'l *********+*+**,1.**:t:t***'t:t***{<,t **:**'}*****+**{.*+****+,t*:F*:t**,}:}:}*******++*++***+** TOWNOFVA]L, COLORADO Statement ***i.*t'F***,t ******************+*****{.'t********:*'1.**'t *****tt*{.***:***'}*****{.t*x:****+***{r:t,N.**,N.***** Statemenu Number: R070000119 Amount: $L1.0.00 02/02/2OO7r 1:50 AIvl Pal.ment Met.hod: Check Construction / ck 6119 8 Thi +. l.F Notation: Viele Permit No: 805-021-9 T)T)e: NEW MULTI-FAIq BUILD PERM Parcel No: 2103-121,-0001-7 SiIe AddTess: 1325 WESTHAVEN DR VAIL I,ocation: 1325 WESTHAVEN DRIVE Total Fees; Tota1 Al-,L Pmts : Balance: This Payment:$110.00 977 ,236.t9 $77 ,236.t9 $0.00,N.'N.+***'t****i.*.***********{.***+*+'t+:t * * * ****+* * * '}** * ** ** ** *** * **{.t}*!t** * {.*** **1.:*:* * * * + * * *.} ***+*'N. + ACCOI.INT ITEM LIST: Account Code Descript ion Current Pmts PF 001000031L2300 PLAN CHECK FEES 1L0.00 EbS-eaf APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED tl Buildins Permit #: SiMzs;i21re.0ffpgdie-f- I, plumbing, mechanical, etc.l approved plans. No further inspections lutrI{ Separate 75 S. Frontage Rd. Vall, Colorado 81657**All Revision submiftals CONTRACTOR INFORMATION General Contractor:I U {tA-p(y,xsr4)6bN Town of Vail Reg. No.:tw*Contact and Phone #'s: qh-471o- ZeE2 6FF -WU FAO/.+irtbW, 'fn-r/Zi- ,#7cE& ATTENTION: JOE,JR,CHARLIE,GREG,CHRII ^contractor sion"tr*;\rrr.,<l\ .l.J/L COMPLETE REVISIONS EVALUATIONS FOR BUILDING PERMIT (Labor & Materials REVISED AMOUNT: $ELECTRICAL:$OTHER: $ PLUMBING:$MECHANICAL:$REVISEDTOTAL:$ - ) For Parcel # Contact Assessors Office at 970-328-8640 or visit USE ONLY JobAddress: 1326 Dial7|flt/EN 2RWEJob Name: ta) gf HAdFSI OrtUar4.Fllg.rvlt s i or,rxrec eEu)Egtfr FL00R. PW4h$We FDAparEa tBE WorkClass: New04 Addition( ) Remodel ( ) Repair( ) Demo( ) Other( ) Does an EHU exist at this location: Yes ( ) No (,{Work Type: Interior (/Q Exterior ( ) Both ( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family f$ Commercial ( ) Restaurant ( ) Other( ) No. of Accommodation Units in this building: 4No. of Existing Dwelling Units in this building: cas Loos #J) Wood/Pellet ( ) Wood Burn cas Loqs /i Wood/Pellet ( ) Wood Burnins (NOT ALLOWEQ Flcdev\FORMS\Permits\Building\building-revision-1 1 -23-2005.doc Page 1 of 2 12t8n005 *m Depaftment of Community Development Project Name: Project Address: This Chsklist must b ompleM before a Buildino Permit application isarcoH. All pages of application is complete Has DRB approval obtained (if reguired) Provide a copy ofapproval form Condominium Association letter of approval attached if project is a Multi-Family complex Complete site plan submitted (4) Public Way Permit application included if applicable (refer to Public Works checklist) Staging plan (a) included (refer to Public Work checklist) No dumoster,oarkinq or material storaoe allowed on roadwavs and shoulders without written aooroval Asbestos test and results submitted if demolition is occurring Architect stamp and signature (All Commercial and Multi family) Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) Window and door schbdule Full structural plans, including design criteria (ie.loads) Structural Engineer stamp and signature on structural plans (All Commercial and Multi Family) l; Ca | | the Development Review Coordi nator at 47 9 -2128 tl Questions? o o o o o o D o o o tr o o Soils Report must be submitted prior to footing inspection u Fire resistive assemblies specified and penetrations indicated o Smoke detectors shown on plans o Types and quantity of fireplaces shown I have read and und€rstand the above listed submittal requircments: Applicant's Signature: Date of submittal: Received By: Flcdev\FORMS\Permlts\Building\building_revision_1 1 -23-2005.doc Page 2 oI 2 12t8t2005 rE ,^ i-- n t,, iE oo r- I rs VESTIBULE lZ-4Bl PROJECT: WESTHAVEN C?NDOMINIUMS TITLE: 8302 - UPPER IEYEI HALL PLAN SCALE: t/n, = 1,-6" NOIES: DWG #: 1/A2,22 FROM: LKSM REVISEWALLS& ISSUED: 12.13.06rev.12,14.06 DELETEBEDROOM#5. I H. RM l4n1\9 I trr JAN 2 4 ltrl a -tv 4ffi ## 4Jd\.!) d SK:B9a t4r-toB[ Pcrr:rits presuming to give aulhorityl0 ti,,s codi or otherbrdinanc€s of the iur nce oJ a permit bas€d on construclion not prevent the building. otlicial {tom-re ir cf errors in the conslruction documents ano r c{fri.ial i; also authorized to Prevent occupancy or ie Rhcre rn viopron ol this code or ot any other orc RM. # $€)" os. #5 REFER TO aHEET A-2.b FOR RCP INFORI1ATIAN FOR TIII9 UNIT. /u*r,,^ro, {i'rrr ,$3'' o ,n ltl MonrnnAncnrEcrs A Pof.sslonal CoDoErion 2211 N. Ftontag. Ro.d W. slils c V€il, Coro€dd 81657 970,,176.5105 /^\ coPYRlcHr 2006 gta 476 aTta'zr \g/ rioR rLR ARcpTFcrs p.c ma@4.n6 a'Lh'lects.cor L.P. ltl.P.r-orr lll'-0" 1212 I 12,12 O -+- | ----.----- m" i.5tl2 - H.P. l0'-0'l o FLAT q'-o' ACCEsg PANEL FOR FCU NEN CEILING LIGI{T FOR HECH ROOtl ACjE55 PANEL FOR FCU RELOCATE CEILING FIXTUREg A9 INSTALL I ADD UI8 FIXTURE, MonrenAncnrrcrs A Prctession.l CoEdatbn 2271 N, F.ontasF Road w. suil€ c v.il, Colo.6do81657 e70,{76 5105 /A Copy,+tcrit2006 E70 4?6 07l0l.r VJ voRrFR ARcHTFcrs p c ms@monsdlhhels Lr *Ke SK:89b PROJECT: WESTHAVEN C)ND)MINIUMS TITLE 8302 - UPPER LEVEL HALL RCP SCALE: 1/6, = 1,-9, NOIESi DWG#: 1/M..22 FR)M: LKSM REVISEWALLS& ISSUED: 12,13,06 DELETEBEDROOM#s. oo TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970-479-2138 Qrooor*ENr oF coMMUNrrY or'ilonr"*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW MULTI.FAM BUILD PERM Petmit # BO5-02I9 Job Address: 1325 WESTHAVEN DR VAIL Stafus . . , : ISSUED Location.....: 1325 WESTHAVEN DRIVE Applied . . : 08/04/2005 Parcel No...: 2l03l2l0f,0l7 Issued. . : 1010712005 Irgal Description: . z.'r-'-- Expires . .: 04l05l20fl6 Project No': ??TO \( -o ^'1 / OWNER MIRUS LLC 08/04/2005 C/O WN MANAGEMENT POBOX7270 AVON co 81620 APPLICANT J.L. VIELE CONSTRUCTION 08/04/2005 Phone: 970-476-3082 1000 S Frontage Road W, #202 Vail co 81657 License: 188-A CONTRACTOR J.L. VIELE CONSTRUCTION 08104t2O05 Phone: 970-476-3082 1000 S Frontage Road W, #202 Vail co 81657 License: 188-A Desciption: Town of Vail Adjusted Valuation: 0,000,000.00 WESTHAVEN CONDOS-DEMO OF EXISTING FOUNDATION AND CONSTRUCTION OF NEW 13 UNIT CONDOS OVER COVERED PARKING Revision Valuation: Occupancy Type Factor Sq Feet Valuation Totals.. .s4,345$ 10,000,000.00* Fireplace Information: Restricted: # of Gas Apptiances: 0 #ofGas Logs: 13 #of Wood Pellet: 0 Building:-- > $38, 458 . ?5 Restuatant Plan Review-- >S0.00 Total Calculated Fees*-> i71 ,126.L9 Plan Check-- > $24,998.19 Redeation Fee-------> $13,586.25 Additional Fees------ > s0.00 TO?AL FEES------------- > $7't,L26.L9 Torzl Permit Fee-----> $'t'1 ,126-1-e Payments------------ > $11 ,L26.L9 $0. o0 Investigation- > will cdr---- >s3. o0 BALANCE DUE-.-----.- >s0. 0o Approvals: It,em: 05100 BUILDfNG DEPARTMENT 09/02/20A5 cgrrnion Action: CR comments issued to contractor and architect. complete plan resubmittal required. 10/04/2005 cdavis Action: COND This permit is condtionally approved for the following: Demolition of existing foundat ion Excavat ion for utilities See Conditions to/27/2oo5 cgarnion O Action: Ap AppRovED conQcreo prrANs FoR FItr,L, BUrr,DrNG PERMIT. IICn: O54OO PIJANNING DEPARTMENT 08/24/2005 MRG Item: 05500 FIRE DEPARTMENI 09/ot/20os mcgee Action: AP PIan check eompleUe Action: DN Vail Fire & Emergency Serviees 42 west Meadow Drive Vail, Colorado 81557 22sO Memorandum To: Chris Gunion From: Michael Mccee, Fire Marshal Re: 805-0219 Westhaven Condos Date: septefiiber L, 2oO5 VFES has completed a review of the plans set to us for the a-bove project. The plans as submitt.ed are not approved. The results of our review are as follows: 1-. No specification manual was provided to us for review. 2. The applicant has not provided information as to the Fire Protection Enginr of Record. No discussions regarding specific fire protection elements have occurred. 3. Civil drawings were not provided. Fire flows have not been determined nor adeguacy of existing hydrants or the need for additional fire hydrants. 4. L l- T-,andscaping is shown in the staging area. Blue chip juniper, barberry i landscapi-ng boulders of unspecified size) 5. L, 1 The fire department connecti.on has no! been discusged or located there, the landscaping may or nay not obstn-rct the FDC, No determination can be made until further discussions occur. 6, Ir 3 Note 1-2 Change the clearance to standpipes from 4 feet to 7.5 feet undr the assumption the author intended to refer to the fire deparEmen! connections. No fire hydrant s were shown on the plan. 7. A 2.5 The roof slope is indicated ranging from 12:.L2 Eo 4:12. Access to thr roof during winter months will reguire structural anchors for life lines. 8. A 2.6 The reflected ceiling plans indicate the slope of the interior ceili: is greater than 4:1"2 in some locations, A Fire Protection Engineer will be reguired for fire sprinkler design. NICET III will not be accept,ed. 9. A2.7 Detail 9 indicates a ceiling hatch for "mechanical equipment above tl ceiling". This will like1y require fire sprinkler coverage above the ceiling. No details on the framing for the mechanical "o?" *... found. 10, A 2.15 The plans indicate a significant presence of wood on the balconies Per NFPA 13, this will reguire exterior fire sprinkler coverage. 11 . Plans indicate wood sidingf, beams, fascia, and other combustible features more than 35 feet above finished grade. Two of the four sides of the structure do not. provide f i-re apparatus access. See A 3.2, 4.4.4, A 4.7 12. A 5.0 Ttre roof access ladder must meet minimun VFES specification. 13, A 5.1 Provide specifications on the flame spread for the "rigid insulation BO5-0219 Westhaven Condos Plan Check Page 2 1.4. A 8.13 seems to indicate a fire alarm control panel in the lobby. The location of the FAP has not been determined. The lobby location conflicts with the electrical plans as well. 15. A 8.L5 Fire sprinkler coverage will be required in the storage rooms, The adjustable shelf must not eonflict with the 18 inch ninimum clearance from the fire sprinkler heads. l-5. M 2.0 Natural ga6 meters must comply with NFPA 54 and ToV Municipal Code ; L-4/ L7. l'4 2.4 The elevator venting must be verified with NWCOG along with the rest t.he ANSI requirements, none of which were i-ndicated on the plans. 18. M 4.2 ?he plans strow gas gril1s on Ehe balconies with wood decking. This minot be allowed. 19.M 5.L The diagrams for Fire Sprinkler Controls, Antifreeze l-,oop, and Fire Entry do not conply with applicable NFPA standards, TOV standards or ERWS standards. 20. E 2.0 - E 2.4 The fire alarm details do not comply with NFPA 72 or TOV standards, There is a gross lack of information normally supplied by specifications from the FPE.2L. E 5.1 The fire alarm details do not comply witb NFPA 72 or TOV standards. There is a gross lack of informatj-on normally suppl ied by specifications from the FPE. 22. E 5,1- The sequenee of Operation is insufficient as to functions of the FAC: and associated equipment . Lo/o4/20o5 cdavis Action: COND Permit release is at build.ers risk. See condtion listed The risk should be sma1l, given the time between demo and any potential changes would besufficient to allow for any necessary changes. ao/26/2oo5 mcg:ee Action: AP Approved per Schaner Life Safety report, terms and conditions. Item: 05500 PTJBLIC WORKS tD/o4/2O05 cs Action: AP Additionat Public Way permit with bond forstreet cutsfor ulitity services required. ITEMI 05550 ENGINEERING CIVILS **:l*******+l+*:l** See page 2 of this Document for any conditions that may apply to this permit. PAGE 2 t ***,!**tl************:t***i<***.****i<***t *********:h'F*{.*****i.*rk*ri.*!k4<****,**{<**t ****'F**'lc***>k*****i<*>F:F********** CONDITIONS Permit # 805-0219 as of 11-09-2006 Status: ISSUED *{.t {.t *:F{.t<*d(**,F+*.{r*****+d.******:1.**i<***{.+**,k****'ft******:f *****,F*****r.***,k*t**t *rt*{<*********i.*******rr******* Permit Type: NEW MULTI-FAM BUILD PERM Applied: 08/04/2005 Applicant: J.L. VIELE CONSTRUCTION Issued: lDt0'7an5970-476-3082 To Expire: 04105/2C[r6 Job Address: 1325 WESTHAVEN DR VAIL Location: 1325 WESTHAVEN DRIVE Parcel No: 2[03l2l0[0l7 Description: WESTHAVEN CONDOS-DEMO OF EXISTING FOI]NDATION AND CONSTRUCTION OF NEW 13 UNTT COI{DOS OVER COVERED PARKING *****:F**(:8*:8:!,F*trt *****+**i.****'k**{.****************Conditions: ***+*,F********{.{<*t **J.******i(rrr<**:tr.****16**r.**** Cond:40 @LDG): (MFRiCOMM) FIRE ALARM REQURED PER NFPA 72. Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQI.IIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: CON0007682 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION 1009 OF THE 2003IBC. Cond: CON0007683 (BLDG.): GUARDS AFG REQUIRED TO MEET SECTION 1012 OF THE 2003 IBC. Cond: 2l (BLDG.): NORTHWEST COLORADO COUNCIL OF GOVERNMENT ELEVATOR INSPECTOR APPROVAL IS REQUIR BEFORE ANY WORK CAN BE STARTED. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQTIRED BEFORE A FOOTING INSPECTION WILL BE CALLI FOR. Cond: CON0007684 SPECIAL INSPECTIONS REQUIRED AS DETAILED IN LETTER FROM ARCHITECT AND IBC CH. 17. COPIES OF AI INSPECTION REPORTS TO BE SUBMITTED TO TOV. Cond: CON0007685 FIREPLACE CHIMNEY SHROUDS NOT APPROVED. SHROUDS MUST BE LISTED FOR USE WITH THE FIREPLACE Cond: CON0007686 FIRE ALARM, SPRINKLER, STANDPIPES TO BE INSTALLED PER NFPA 72, 13 AND VFES STANDARDS. Entry: 10127/2005 By: cgunion Action: AP Cond: CON0007691 MANUFACTIJRER'S LISTING FOR UNIT ENTRY DOORS AND SIDE LEAF REQUIRED TO BE REVIEWED FOR COD COMPIANCE PRIOR TO FRAMING INSPECTION. DOORS MUST BE 20 MINUTE WITH SMOKE RATING. SELF CLOSING LEAFS WITH SELF LATCHING HARDWARE. ***+* * * +*** ** * *** * *********** ** ****+* * ** * ** ************ * *** * ****** *****.** * ****** * **** * **** * {. TOWNOFVAIL, COLORADO Statement +'N.**********+**t'N.:*+******,***t****+****:f**,f:t***********************+******:1.************r.***t * statement Number: R06000L935 Amount: $80.00 LL/09/200611 :01 AM Palment. Method: cash Inj.t: DDG Notation; cash Permit No: Parcel No: Site Address : I-,ocaLion: This Payment: 805-021-9 2LO3 - 421- O0 0L- 7 ].325 WESTHAVEN ]-325 WESTHAVEN T)T)e: NEw MUIJTI - FAM BUILD PERM DR VAII, DRIVE Total- Fees t $77,126.L9 Tot.al AI!1, Pmts: 577 ,126 .L9$so. oo Balance:$o. oo **+* **'!'1.*,t** *r*****+* + ***** * * ** * ********* *** **,**** **+** ***** '$** * *** * +** * **:* * * ** *** * *:** *:t*. **** ACCOUNT ITEM LIST: Account Code Description Current Pmts PF 00100003r_12300 PI,AN CHECK FEES 80.00 A Pro[essional Corporalion 2271 N Frontage Road W. Suite C Vail, CO 81657 970/ 476-5r 05 FAX 970/ 476-0710 MA@morterarchitects.com 4g *ir':il,; EE E*;€:u*:* IH]EffiEgEE %1figEgEAEEE Morur Office GoPY oGt !,r8 9e )9 h€>; ao 6(gzo9bIt q) - ictt8 x'= bo <o \v Gt a> EEE:sEiE E t!, October 30, 2006 Chris Gunion Town of Vail, Department of Community Development 75 South Frontage Road Vail, Co 81657 RE:Bldg. Permit #BO5-O219, 1325 Westhaven Drive Dear Mr. Gunion: Thank you for taking the time to meet with Tony Faulhaber of Viele Construction and myself to clarify the fire rating issues on Friday, October 27, 2006. This letter reflects the issues we discussed. We asked for clarification of the need for fire ratings around the corridor exhaust duct in Building B as shown on M2.3 and M2.4. You agreed that the shaft requires a two-hour rating as it rises vertically through the building. After it reached the third floor and turns, it enters a residential unit. At this point, it can emerge from the 2-hour rated shaft as long as there is a fire damper at that point. The additional fire damper shown on M2.3 where the duct turns up and penetrates the fourth floor is not required since this floor has no rating. (lt separates two levels of the same residential unit). Also, the flre damper shown on sheet M2.4 where the outside air duct meets the fan coil unit is not required. The fan coil unit above the ceiling of the fourth floor is not required to have any fire separation from the residential unit. We also realized that there is a half hour assembly required between the ceiling of the third floor east residential unit and the 4tn floor west unit between column lines E.8 & F. During this meeting we notified you of some as-built changes that have occurred. They do not affect egress, fire ratings or accessibility requirements for this project. They are as follows: . All 3 Bedroom units (A101, A201, A301, 4401, 8101, 8201, 8301) -We have modified the laundry areas and relocated the kitchen range. See attached SK-40a, dated 4117106. r Units 4101, A201, ,4301, 8101 & 8301 - We offered an option to some of the buyers to enlarge the entry closel and add a pantry unit. See attached SK-40b, dated 4/17106. . Unit 8101 - 4 shower heads will be installed in the master bath. . Unit 8302 - The kitchen appliances have been rearranged and the Bath #2 has only one lavatory instead of 2. See attached SK-81 , dated 1 0/30/06. Please do not hesitate to call any of us if you need any additional information. Vo9'ozt1 T. t^. O\-.-\--- Project Manager CC: T. Faulhab€r D. Koelleker l\4orterarchitecis.com Eulz. E=.!l xeu.=o 7e !G /--.-'' TOV clariflcatron ltr 103006.doc cLosp#2 OWDE tl18-t KITCHEN PROVIDE I.IALF hIALL BEHIND CABINETS i )u'-r" REFFR TO 5HEET A-2.7 FOR TYPICAL ENTRY I LIVING REFLECTED CEILING PLANS DINING WESTHAVENEEND(fMINIUMs REF, DWG: A2.lO Srercn: Ktr,V. SK-+oa MgnrER ABEL1|JECrs ;li:; M^@mmqr*.ner'- iiltlJo**ttut' HT; NOTE: LAUNDRY 6 4/17/06 l/4" = lt-o" LK911 REV. @ 3 BR 30r'x 40r' CLEAR FL@R gPACE CENTERED ON hASHER + DR PROVIDE UII TYPE REI1OVEABLE couNTER (FoR t- I \-6611-11'1n @ bt-6tt AFF REVISE TO 2'-lort X NEI4 t-t'-to\(7'-6 (CEtLtHe @ q'-6tt AFF ll'-qi" PROVIDE HALF hIALL REFER TO 5I1EET A-2.7 FOR TYPICAL ENTRY f LIVING R@I1 REFLECTED CEILING PLANg _u REVI9E -lO 2-2'-4" X ?6,, DOUDLE D@Rg ERARCHITECTSIMORT F".*.-- WE STHAVE NtrENDEMINIUMS REF. DWG: A2.lO TITLE: PANTRY/BUYER DATE: 4/17/06 SCALE: l,/4" - l'-0" FROM: LKSfl NoTE: @ OhINER Sxncn: 2271 N. F|onlaga Road w. 970.4765105 --lS. tr lrZt-tE=-l- SK-+ou DELFTE LAVATORY AND ADD A LINEN CABINET REL&ATE gINK AND RANGE RELOCATE NALL OVENS NEXT TO REFRIGERATOR STOR. STORAGE PANTRY Ig4EI lnnppNDrDrrr rnsrtlrc & INSPECTIO1T SERYICES INC. t2084VASEEN CT. coNtFER, COLORADO 80433 303-674-7560 FAx 303-674-7560 August 13,2007 J.L. Viele Construction 100 S. Frontage Road Suite 202 Vail. CO 81657 Project: Westhaven Condominiums, Vail, Colorado Prervpr+F Bo5 -oz\1 Subject Fpeciat Inspections of Concrete Reinforcing Steel Placement, Structural QlruclurdlSteeland Welding and Sprayed Fire Resistant Material (sFRM) lTlS Job No. 010906 Tony, lTlS has reviewed the inspection file for the above referenced project, and finds all required inspections and tests completed. lt is, therefore, the opinion of this inspector that the referenced project was constructed in accordance with the applicable sections of the contract documents. {eq C/ David L. Stu President tBc#1'138247-85 AWS QC-1 #82122691 Resident Level lll .: DLS:ss TOWN OF VAI l'lac 25 07 06: 39a' \AY-24-2M7 16:52 GENES I SO**PURCHRS I NG .lc tifft=o#Er=* P.ar,ar P' 1 /mO5 South CloY Sireer Englewood' CO 8O1lO 66sjiia-rarr E F^x" 781-srap- o bo-gaz-st r7 htfP://glossiru'con CERTIFICATION OT TE[iP€PEb AN5S TO WHOIi IT i'tAY COhEERN' This hiter is in regord to confornanca with spccificotion for Tenpered gofety 6loss supplied by 61as3 't'rc,. fe ttre oforemaniioned prnojecf; our intoice number (sl738112--' 6|osssupplicdshq|lcoilfo|"mtoANSIzf,l-|-|gf4(AnericonNotbna|Storridcrd forSofatyG|azfuqr*ot..iouond16cfR1zol(ConsrrtrwrPr,oductscfeiy gtordard). 6USTOIIEFS NAfltE! RE: FOtl -Tffi? John Folino Oenerol llonoger TOTNL P. A1 Hay 24 O7 O3:27a ESIS PURCHHSIFIG qTesosssGENo p.l O-Traveler: Glass C)rder. Inspection r? Verification Process The fbllou'ing Glass Ordcr, Inspcctiorr and Verification Process applies to all glass supplies that are iustalJcd in Gencsis cabincts antl doors. lt has been revicr.ved and approved by thc Manufacturing & Quality It4anagcrs. To aid rcceiving in prnperly cleaning and inspccting incoming glass, a carpctcd table and halogen light system have been installe<l for this process. . ALL glass orders, receivir:g, and storage will be handled through Stockroom . . Upon receiving glass ordcrs, inspcctor rvill clean and irrspect all incoming glass to cnsure thcy contain no defects. . Verif.v that the glass mecls our reqtlircnlents for a specihed Job #. . Labcl the glass with 1he relerenced.Iob #, and sign the label. r All inspccted and verified glass rvill bc stored in "the cage," awaiting manufacturing use. Thercfore, rvhcrr Manufacturing is rcady for the needed glass, they should check with Davc for its availability alrd invcntory control, before removing material from cage. List of Common Glass Orler Defects: - Typc -_ Tempering (incorrect) __ Color _ Wrong Color Spacer _ Dimensions Incorrcct _ Scratches _ Edge Polish i Finish lncorrect _ Edge Defects _ Chips _ Splay (bubbles or streaks) _ Smudges (inside sealed panel) Finger prints (insidc scaled panel) Silicon Seal Defect (sealed panel) External Silicon too Thrck (Needs to be trimrned on sealed panel) Other (Explairt: __ .-.'ift '" i ! rllrin* |jifttS'- / ,custonrrr: i - f*Ylq t "t.t - Glass ORDE,R l)ate: lfi // , Gfrrss RF]CEfVE l)atc: -1////48- lrlil'l-i)9-l).1 ( ilass ()r'rltr. llrsp!iliirr .t \'rr rllrut iorr l)r<,er'ss l{er. Gla$s Verificatig_n lo Strecilicat ion P.? (<' QG'A' F(3 = rD N qt63so363 (5 q) j llav 24 O? O9: 2?a ESIS PURCHRSINGGENo N @ (tl$ tsGi$f\g A rq & 14 E{z EI I I,l,l I ro|rJ (t) 6)NC{o)(\l lco t9l(o li.-lxtco l9l(o lc!lx txl:-.N o)c'= (! -a q) c) oNln u) r--ro o)(\ c oo-t riot 1FIoi &irulclIEIol I r-l U',oio E z F;fi olt,(J, U'tIl.o FEi<io-i i I I I oz E oz *i cti 7l FIaltLi fo :<z rF <Flt I od z E A. =tr TLz () oF X IL JJ u,J uJJ Ictt'itoi(J:fi o ltl, lol$td L tals lOic) a B c{ a(o ci ; 0)-rJ a)g. c{(Y) to cI (!oo ocoo- c{ uio! C) (g -o c! =c) i i i i : I i , r'-O'O -cO0) -F'+* (:A@ ol_ i (u a O) f-- :. - Y AA/t - L, ;< ;.<Z i P 60 |/x,;.2YUJl/^"'Rzl{ 3 =' 9Xj o .q +3\J S LU U- u- hlio!r_!{)l ! o(0 o$l - >{? := O!-CI] 'lf F' E x.s .* I8i9 9>: F r.r- FdFsE:' oT6a 0) (o c\INF cr.- |r) F.- oq) E-\ z o tr, ]UoE urP €ETE6iEfd c) 9o E L(gE o-- L i Lr) ;Ir) ooF- 'Fx ;x (f) : (., (\ x ix N tc\lt\ .; (I' q) 0., C{irol r')li.- |ro N C c'= (II {1, 0)a o)c{ lfJ f.- o)C! tr 1.".ja; oooo r,? e\l(oFst (\l Oz uiZuJ6o>s:FdU<Aco2o".,vn/xzav ;az6ry1y;u ri,oa.!)|:OIJYtrr+J: 96F =a LO F'x€ \l x o c{ c o o)E.E {! ]f, 0) 0)a ENtn lrj F-to o)N C rts i,r c{ o c{ cf (9 o)c =E q) OJa NL() rf) Nrf) N c tf) (o lr rO i(O(\ c{ o :N c irn o)c =(E p d)o ! c'trO II1 F.\r) o)c! C Z .o) bix o Ll- n i l Eo IIJ !gEoIFf ltri Mac 24 O? OS:27a SIESIS PURCHRSING sir3so363 P.3 . * * * * * * * * *, L * D E L M R y NoTE*** **r****** GLASS, INC 4OO5 S. CLAY STREET ENGLEWOOD CO 801 10-4373 -\t wl2oo6 75052 1 % 10 NET 30 TRAILER NR 1 44464 Sold To: GENESIS INNOVATION 4OO4 MEDFORD DR. LOVELANO. CO 80538 ,/?(-\, / zo ./ tsszt 3/1G REEDED TEMPERED (1/2) uNlr | -/ 22" 3/B x 76" 5/8\-' 1/s cLEAR TEMPEREo 3/16 BLACK SPACER 3/16 REEDED TEMPERED (I/2) IG 1 2 OA NS2985750528 REEDS SURF 2 BREATHER TUBES TIGHT SIGHTLINES /{) 73837 3l1G REEDED TEMPERED (1/2) uNlr l,/ zo" 3l8x 76" 518 REF oo LO PRO LOGO EXACT ON BOTTOM RIGHT EDGE oo 73337 3/16 REEDED TEMPERED (1/z) UNIT 26" 3l8x 76" 518 1/8 CLEAR TEMPERED 3/16 BLACK SPACER 3/16 REEDED TEMPERED (1/2) t(t 1 2 OA NS2S8575O52A REEDS SURF 2 BREATHER TUBES TIGHT SIGHTLINES 970 635 9315 DAVE 162 Ship To: GENESIS INNOVATION 4OO4 MEDFORD DR. LOVELAND, CO 80538 75.85 260.00 59.60 17.34 Date: IHAVE RECEIVED ALL ITEMS CONTAJNED IN GOOD CONDITION AND AS ORDERED. Sqft sqft Sqft 1/B CLEAR TEMPERED 3/16 BLACK SPACER 3/16 REEDED TEMPERED (1/2) IG 1 2 0ANS298575052C REEDS SURF 2 BREATHER TUBES TIGHT SIGHTLINES 73337 3116 REEDED TEMPERED (1/2) uNlr '14" 3/8 X 76" 5/8 1/8 CLEAR TEMPERED 3/16 BLACK SPACER 3/16 REEDED TEMPERED (1/2) IG 1 2 0A Ns298575052D REEOS SURF 2 BREATHER TUBES TIGHT SIGHTLINES Nov 0 t 2006 Delivered By:Received By: Mas 24 O7 O9: 28a HESIS PURCHFSING 94.6350363 p.4 ' * * * * * * * * * * * " D E L t V E R y NOTE** *t******t* GLASS, INC 4OO5 S, CLAY STREET ENGLEWOOD CO 801 10-4373 Ship Via i Page 24649 't012412046 11103t2006 75052 1 o/o 10 NET 30 TRAILER NR 44460 Sold To: GENESIS INNOVAflON 4OO4 MEDFORD DR. LOVELAND, CO 80538 970 635 9315 DAVE 162 Ship Tor GENESIS INNOVATION 4OO4 MEDFORD DR. LOVELAND, CO 80538 O rc3zl 3/16 REEDED TEMPERED (1/2) UNIT Sqft 11'00 20" 318x 70" 5/8 1/8 CLEAR TEMPERED 3/16 BLACK SPACER 3/16 REEDED TEMPERED (1/2) IG 1 2 OA NS298575O52E REEDS SURF 2 BREATHER TUBES TIGHT SIGHTLINES 73337 3t16 REEDED TEMPERED (1/2) UNIT 14" 3/8 X 70" 5/8 1i8 CLEAR TEMPERED 3i16 BLACK SPACER 3/16 REEDED TEMPERED (1/2) 1 2 OANS298575O52F REEDS SURF 2 BREATHER TUBES TIGHT SIGHTLINES 1 TPERCENTSURCHARGE 32.00 0.00 Date: Total Weight 1689.1 Lbs. Sqft. 455.79 I HAVE RECEIVEO ALL ITEMS CONTAINED IN GOOD CONDITION AND AS ORDERED, Sqft Ea Delivered By:Roceived By: P.5s75so363Hav 24 O7 o3:28a GEI'IESIS PURCHFSING v NuE(, oe00 {qn4 1 i"loo lDo l**l zl,-\ l-r\J lc EI;(, lN I i N Trlz. Cz a 4 +; i=;37hr62=-;6<E!fr|A-rolT+P f F_lA-.'.-"n+'./]c-_:rftfrv=86\,6 3.o,n-Zn\ S.DFr"rp*\:toA-Z o,i ? = o I 6 =i-a ! --J = n z -f Q (o r.i >1' ' z. a alfr* BrnE .,i;qg\J*J.7 '+ u) ,oi ("E iNZ zl.,c)oou)F_ 53!.liu(-)5e ot4 fiu'a ={<<= (rcr N- HN,.- 9ExU,8, -d;g =iidt5 iifr\o9",E >at\ = =vi a_ 74I --t l'.-j O-l ;: >e w[srHAV[N #zs#-or genesis innovations, llc 40ll4 rr\c(lftrrd dr. lo\,cland, CO 8053t1 ph(rnc (t70) r'3 5-91 15 t:rx (97o) a'.15-9-j | 6)rsY|ins PR0DUC ll0N STANDARD D00R DETAILS sc.re.csNorff l1|s dH{hJ ad ,{ nt-r@lon o4ld^.1 (F ir ie ['e D.dt (t0cn(iir iF@lhD h I rnt d, !. @: h nr eiy \ilkii e$reir rchi/.1 f,id !.rq. h.rd:iot!,llc {l IUN/15/2007/FRI l2:51 Plrl Ni'{CC0G P,002 $ct FAX N0.9704681208 tffiHttrffiRftffiffilt# Tb: OndteDahrs,TovwrofvaifBuildingO'ffidal : From: Mile Stewa$ Lead Elevabr hspector 97H6&o295 e)<t 108 or elsator@nwcroo9.E.usDate- 6llsl2o0f H€ject Namer wesilfidnen Condo East Ee #2 tr Elewtor Plan Review f -ewawrTestandlnspecil'on Location: 1325 Wesffnven Dr, Vail, Co. Permit Number: NWCCOG 0G178 Elantor Type: l-tdraulic Passeriger tr The plans; have been reviewed and fourtd to conform to all applicable ASME l7'1 atrd IBC codes- W'-*uratecl speed of tfrc mnveyance meets ASME A17.1 requircments, speed in up lircction I4SFPM, speed in down direcflon 132 FPf'l -re--- The ELEVATOR at the aborre locaflon was inspected and tes# ur 6lL5l20fl.7 and a: tr TEMPORARY CertifiCAte; has been iSSUed. A-IFINAL Inspection C.ertificate; has been issued. tr NO aertificate; is being issued. tr FORCONSTRUCTION USEONLY Comments: Signaturc NorhwestcoloradocouncilofGcvemments + POBox2308 + Silverthome + @ + 8[K96 s7H6&02S6 r Fat(97Hti8-1208 r wvw'.nw000g-m.us I J\JN/15/2007/FRI l2: 5l PM FAX No. 9704681208o A/ $o' P. 001 ffiAtru TO: \ nom 1' D#: I chadb Daivs, Tor^/n of ValL Buikilng Offidal Mil(e Steu,aG l-md Elevator Inspecbr 970-{68-0295 eDd. 108 or elEvabr@nwc.mg.a.us 61L512007 tr Eleuator Plan Revieur f' aantnrTest and Inspection Location: 1325 Westhaven Dr, Vail, Co. Permit Number: NWCCOG O6.L77 Ele\rabr Type: Hydraulic Passenger tr The plans; have been reviewed and found to conform b all appticable ASME 17"1 and IBC @des, {' me rabd speed of the cornaqenc rn'eets ASME 417.1 rcquirements, speed in up dlrection L45FPM, speed in down direction 132 FPM s/ rtre ELEVATOR at the abore location was lnspecEd and tes:ed m 6lL5l20o7 and a: tr TEMPORARY Certifrcate; has been lssued. F- 'FINAL hspection Certificate; has been issued. tr NO certificate; is being issued. N FORCONSTRUCTION USEONLY C-omments: Signahrre 1 I 97tr4€8{295 r Fa<9704$&1208iwww.nwaces.co,us Prolect Nann: Wesduven Condo W€t Eb #1 DAYIs A Professronal Corporation 2271 N. Frontage Road W. Suite C Vail. CO 81657 970/ 476-5105 FAX 970/ 476-07'10 MA@morterarchilects.com March 14,2007 Jen Wright Mirus, LLC wjwright@wrightandcompanyinc.com MOTUTRARCH ITECTS RE: Garage Storage Westhaven Condominiums 1325 Westhaven Drive Dear Jen; This letter describes the issues regarding the installation of wire cage storage lockers in the parking garage as discussed in previous meetings. At this time, you have decided that these should be installed by the Property Owners after the completion of construction. lf the Property Owners wish to proceed, they will need to submit some additional information to the Town of Vail Community Development Ofiice and possibly the Vail Fire Department for approval prior to installation. We have submitted the attached sketch and specification to the Building Department and Fire Department and have received the attached e-mail correspondence. There does not appear to be any reason these storage units cannot be installed, but, as per the e-mail correspondence from Charlie Davis, the following information will need to be submitted to the Town orior to their installation. . Amended floor plans and interior elevations to show the locker locations. The current sketch shows one location only. The POA will need to determine the quantity of lockers they wish to install, i.e. one per residence or one per parking space and drawings will need to be prepared to show the layout.o Confinnation that this use ls acceptab le to the Planning Department. lf the storage lockers are considered S-2, the same Use as the parking garage, there should be no objection to these units bron the Planning Department, but there review will be necessary.o Location of these lockers in relation to the spinkler system desrgn. The fire protection engineer recommends that the lockers cannot be within 18 inches of a sprinkler head, but a field survey shows that there are no sprinkler heads closer than 5 feet from an exterior wall. Since these are open structures, any sprinkler coverage would penetrate into the locker. Morterarch itects. com JW llr gar storage 031407.doc Bldg. Permit # 805-0219 1325 Westhaven Drive 3t19t2007 Page2 c Disclosurc of intended use of the lockers to determine that they can be considered an 32 occupancy. The IBC defines 52 occupancy as "Low Hazard Storage, Group S-2: lncludes... storage of non- combustible materials..." This is the cunent occupancy use for the parking garage. lf this is the only way for the lockers to get approved, the POA would have to understand that only non-combustible items could be stored in these lockers. However, an argument could be made that the lockers could be considered an "Accessory Use", which does not require any fire separation, since they do not "occupy more than 10 percent of the area of the story''as per IBC 302.2. I would recommend that these lockers be submitted to the Town as accessory storage areas so "moderate hazard, combustible" materials like clothing can be stored in them. Tony Faulhaber has recently purchased one 8'x4'x4'storage unit at a delivered cost of $1200.00 plus tax. The 8'x3'x3' unit is $50.00 less. The typical factory lead time is about three weeks. Viele will add some cost for installation. This letter should allow the Property Owner's to make an educated decision as to whether these lockers should be installed in the garage or not. Please do not hesitate to call me if you need any additional information. Leah S Project Manager T. Faulhaber R. Agett D. Shaner C. Davis HOUNT LOCKER ABOVE 4'.0' (T0 CLEAR FRoNT OF CAR) RE' PR,ODUCT SPECIFICATION FOR INgTALL INSTRUCTIONg CENTER GARAGE LOCKER ON PARKING SPACE NALL GARAGE L@KER (8'X3'X3') TION i'7ll irrrillllr r|l-ir:l_t F_ -[-. Garage Locker O l$lreCrafterm Page I of 2 \\'olcn \,Vir-r Inltrlu c [s (800) 924-9473 (502) 363-6691 Fax: (502) 361-3857 Garage Locker When storage space is at a premium, consider transforming unused garage space into convenient storage areas. WireCrafters Garage Lockers turn the open space above parked cars into useful storage units. The wall mounting feature allows ample room for even the largest vehicle to park, while maximizing the garage's storage potential. ldeal for storing elqd_uct_Brsebure Bqquest Quote seasonal and bulky items that are not used regularly. Features e Made of heavy 10 gauge wire mesh. r Heaver and tighter meshes available as options. r Framed in 1-114" x 1-'l14" x 1/8" angle. . Bottoms made of 16 gauge galvanized sheet metal. r Lockable hinged or sliding access panels available. o Pad lock lugs standard, other lock options available. o Ceilings available as options. . Standard size: 8' wide, 3' deep, 3'high. Free design and layout service, call 800-924-9473 Material Specifications All frames, dividers, and angle supports shall be punched with slotted holes for anchoring and assembty. Woven wire mesh shall be securely welded to all frames. DOOR PANELS - Access doors shall be wire mesh framed in 1-1l4" x1-114" x 118" angle. Hinged doors shall have two 2-112" x2-112" spun hinges securely welded to frame. All doors supplied with padlock lugs welded in place. WALL PANELS - Shall be framed on three sides with 1-114" x 1-1/4" x 1/8" steel angle, a 1/8" x 3" steel flat bar completes the frame. WIRE MESH - Shall be made of 10 gauge carbon steel wire inter-crimped and woven into 1" x 2" opening rectangular mesh. BOTTOMS - Shall be formedl6 gauge galvanized sheet metal fastened to a 1- 114" x 1-114' x 1/8" angle support. SUPPORT BRACKETS - Shall be made of 1-1l4" x 1-114" x '1l8" steel angle. BACKS (Optional) - Shall be 16 gauge galvanized sheet metal. TOPS (Optional) - Shall be of same construction as door panels. HARDWARE - Shall be 3/8" standard thread grade two plated nuts and bolts; http:/hvww.wirecrafters.com/product info.phn?cpath:3&products id:l7 About Us Products Brochures & Manuals RFQ FAQ My Account I Contact Us 11tr612006 Leah Mayer From: Shaner Life Safety [shanerls@comcast.net]Sent: Tuesday, February 13,2007 10:45 AMTor Leah MayerSubject: RE: FW: Westhaven Condominiums Parking Garage What height wouLd lhese be mounted from the ceilingl The only real- issue witsh the sprinklers is that. there needs to be an L8" cLearance below the sprinkler head. Would the placement of t.hese be that close to the structure? Deborah L. Shaner-L.,ueck, P. E. Fire Protection Engineer Shaner Life Safety Mountain areas (970) 409-9082 Denver Metro (303) 594-66L8 -----Original Message-- --- From: Lreah Mayer [mailto:Imayer@morterarchitects.com]Sent: Tuesday, February 73, 2007 8:55 AM To: Shaner Life Safety Subject: FW: FW: westhaven Condominiums Parking Garage Debbie, can you please review this storage optsion for the parking garage and let us know if the sprinkler design would need to be revised if we installed these? Call me if you hawe any quesEions. Leah ---- -original Message----- From: Tony Faufhaber [maifto: tony@vielecons tructj-on. com] Sent: Tuesday, January 23, 2007 1:22 PM To: Leah Mayer; Rick Agett Subject: FW: FW: Westhaven Condominiums Parking Garage Tony Faulhaber ,J. L. Viele Construction 1000 S. Frontage Rd. Suitse 202 Vail-, CO Bl-657 970-476-3082 Fax 97 0 -4'7 5 -3423 tonv@vie l econs truct i on . com From: charlie Davis [mailco: CDavis@vai1gov. com] Sent: Tuesday, .fanuary 23, 2007 l-1:5o AM To: Mike Vaughan,' Tony Faulhaber Cc: Chris Gunj,on; Mike Mccee Subject: Rer FWr Westhaven Condominiums Parking Garage After review of the cut sheets that were submitted some time ago, the storage lockers proposed are acceptabLe due to lheir conslruction C)rpe and proposed use (storage s2 Lo 52) . Thi6 acceptance does not relieve the design team from providing the following: - Amended floor plans show the focation of lockers - Amended interior efevations showinq how and where these lockers are installed, Confirmation that this use is acceptable to Lhe Planning DepartmenE - L.,ocation of these lockerE in reLation to the sprinkler system design 1 - Disclosure of the can be considered an inauna|u"e of the lockers to determinu?nu. .n"" S2 occupancy located within an 52 occupancy. Charlie Davis .h i af a1ti 1Ai].d nff i/ai.rrrr: v!!rLrq.-r '-L OWn Or Var r 970-479-2L42 cdavis@vai1gov. com >>> Mike Vaughan 0a/r9/07 2:02 PM >>> Tony, I can review the sheets, but you need to consult with you fire protection engineer, as welL as Charlie Davis, Chief Building official f or t.he Town of Vai l- . More information would be needed in terms of clearances and actual obstrucEions, as well as intended storage uses. Mike . Mike Vaughan L,ieutenant/Fire Prevention of f icer Vail Fire & Emergency Services >>> " Tony Faulhaber" < tony@vieleconstruct ion. com> 07/19/0'7 8:29 AM >>> Mike . Can you review the attsached storage focker cut sheels and l-et me know if these can be used in the parking garage at tshe Westshaven Condominiums? Thank you. 'n^-., o^',,4.".- J. I-,. Viel-e Construction 1000 S. Frontage Rd. SuiLe 202 Vail, co 81657 970-476-3082 Fax 97O-476-3423 tony@vieleconsLruction. com <mai lto : tony@vieleconstruction. com> From: Tony Faul-haber Sent: Tuesday. December 05, 20A6 To: 'Mike Mccee' Subject: Westhaven Condominiums Mike, 7 232 ANI Parking Garage Severai- of the buyers at the westhaven Condominiums have inguired about the option to have additionaL storage in the parking garage. can the attached sleel wire rnesh fockers be used for storage i.n the garage fromr Fire nahayr mohf rristr.r p6int and would there be any additional fire 1 sprinkler requirement" if t. were allowed to be installed7 Please 1et me know, t.hank you . 'r.\r11/ I'^rr'l h.F,ar J. L. Viele Construction l-000 S. Frontage Rd. Suite 202 VaiI. CO 81657 970-4'16-3082 Fax 9'7 0 -47 6 -3423 t.ony@vieleconstruct ion. com <mai l to : Eony@vieleconstsruction. com> o MoruEnAncH TTECTS - Prof essional Corporation 2271 N. Fronrage Road W. Suite C Vail, Colorado 81657 970 /47 6-5105 FAX 970t476.0710 MA @ MorterArchitects.com {"tU^ ?9---e- 4+* A1r4 o'a q, 1"-A 1 ceanrxap4.*. ,..,J rtTw>A*, *fg*e -*,Cai rd=;til* ,i"*c1 uj*tl*,,r*.^ Lwdorwfu; -'-"fl '*ff -ll,rL P"""e"-ap1 Du,a.o,zr> dOq d"r& \"'or"r 1a p"*rx "+ ^ J_$^ d"+" ModerArchitecls.com A Professional Corporalion 2271 N. frontage Road W Surte C Vail. CO 81657 970i 476-5105 FAX 970/ 476 0710 MA@morterarchitects.com MoruenAncn TTECTS September 18, 2006 Chris Gunion Town of Vail Building Safety and Inspection Services Department of Community Development 75 South Frontage Road Vail, Go 81657 RE: Bldg. Permit # 805-0219 1325 Westhaven Drive Dear Mr. Gunion: We are submitting one last specification for the Westhaven condominium project. We had asked to defer the submittial for the fireplace shrouds when we submitted for a permit last year. Your lefter from September 2, 2006 listed the following comment: 57 Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces except where such shrouds are listed and labeled for use with the specific factory built fireplace system and installed in accordance with the manufacturer's installation instructions. IMC 805.6 Please find the following information attached which was addresses the complete fireplace, termination cap and shroud system: Fireplace - Heat N Glo - Exclaim 42 - Owneds Manual Termination cap - Hearth Technologies - square termination cap TS345 Log set - Heat N Glo - lnstallation Instructions Heat N Glo - prefabricated chimney shroud LDS SK:55a1, SK:55a2 - Bldg A, 4 BR chimney SK:55b1, SK:55b1 - Bldg A, 3 BR chimney SK:55c1, SK:55c1 - Bldg B, 4 BR chimney SK:55d1, SK:55d2 - Bldg B, 3 BR chimney Please do not hesitate to call any of us for further questions or clarifications. Town of Vail fifuPYftfls"s* , +I li r,:1, i -,,.a Morterarchitecls.com fireolace shrouC submittal.doc o DEP JobAddress: 1325WESTHAVENDRVAIL Location.....: 1325WESTHAVENDRIVE ParcelNo...: 210312100017 TR-so \-oact-l Type Totals... OWNER MIRUS IJLC C/O WN MANAGEMENT PO BOX ?270 AVON co 81620 APPLICAI\T .t.L. VIELE CONSTRUCTION 08/04/2OOS Phone: 9'7O-476-3082 1000 S Frontage Road W, #202 Vail co 8a657 License:188-A CoNTRACTOR J.L. VIELE CONSTRUCTTON 08/04/2005 Phone: 97O-4'76-3082 1000 S Frontage Road W, #202 VAA-L co 81657 I-,icense: 188-A Desciption: Town of Vail Adjusted Valuation: 0,000,000.00 WEST.IIAVEN CONDOS.DEMO OF EXISTING FOTINDATION AND CONSTRUCTION OF NEW 13 I]NIT CONDOS OVER COVERED PARKTNG TOWN OF VAIL 75 S.FRONTAGEROAD VAIL. CO 81657 970479-2138 Occupancy ARTMENT OF COMMLTNITY D NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEWMULTI-FAMBLIILD PERM Permit # 805-0219 o EVELOPMENT Status...: ISSUED Applied. . : 08/04/2005 lssued. . : 1010112005 Expires. .: 04/05/2406 08/ 04/2oos Factor Sq Feet Valuation s4, 345$10, 000, 000 .00* Fireplace Information:Restricted: # of Gas Appliances: 0 # ofGas l.ogs: 13 #of Wood Pellet: 0 *,i ,i 'i *,i t +,*,i + l,l:i *:r Building----> $38,458.75 Restuarant Plan Review-> $0.00 Total Calculatcd Fe€s--> $??,046.19 Plan Check--> $24,995-1-9 DRB Fee----------> $0.00 Additional Fees-----> $O-00 Investigation-> $0.00 Recreation Fe€*-----> $13,5S6.25 Total P€rmit Fee-----> $'77,046.!9 Will Call--> 93.00 Ctean-up Depnsit----> 50.00 Payments---------> 977,046.L9 TOTAL FEES-----> S7't , 046 .L9 BAIr\NCE DUE--> go . 00 Approvals:Item: 051-00 BUILDING DEPARTMENT 09/02/2005 cgunion Action: CR comments issued to contractor and architect complete plan resubmittal- required. t-o/04/20o5 cdavis Aclion: CoND This permit is condtionally approved for th following: Demolition of existing foundation ExcavaLion for utilities See Conditions ".J. is-s:- .i: C::r: .' O 22ll N Frontage Roacl I'i Sriilc C Vail. CO 81657 970i 476 5105 FAX C7,Jr 476,071 0 i\,,iA@!rcrlef archita:cts.conl REC!o0r-32005 MorurnAncnrrccrs oFFtcE ae.{ BoS Oet? October 3, 2005 Charlie Davis Department of Community Development 75 South Frontage Road Vail, Co 81657 RE: Bldg. Permit # 805-0219 1325 Westhaven Drive Dear Mr. Davis; I would like to address the major issues related to the plan review of this building as you related to Tony Faulhaber of Viele Construction in a phone conversation this morning. Please contact Tony or myself if this information is sufficient to release the Demo Permit. 1 Exterior Materials: We will revise all of the vertical wood siding to be cementitious vertical Hardi-plank siding with board and battens by James-Hardi North America. Once this change is made, there will be no other wood siding material above 40 feet or 3 stories. I have discussed this issue with Chris Gunion and will revise the drawings to reflect this. lt is our intention to review the exterior fagade and possibly make additional changes after the permit is issued. We will then take all the changes back to the DRB for approval. 2 Easement: I am enclosing a copy of the recorded easement agreement between the owner of this and the adjacent property. This has been agreed upon and signed by both parties. lt has also been recorded with Eagle County. 3 Employee Housing Units: Planning & Zoning Commission and the Town Council approved this project with a requirement to provide 8 EHU off site. lt was decided that these units would be required prior to TCO. I have asked Matt Gennett to confirm this with you. I do not have a copy of the final language on that, but am working on finding a copy. It is my understanding that Mike McGee will be getting another package of information from our Fire Protection Engineer tomorrow which he has agreed to review over the next few weeks. He has informed her that he is sufficiently satisfied with the project lo release it for demo. Please confirm this with him. I have left messages for Chad Salli of Public Works and am not sure if he has reviewed the resubmittal package at this time. We respectfully request for you to review these major issues and, if you deem them corrected, release a demo permit for this project. I will have revised drawings and additional information ready for a resubmittal by Wednesday morning. .\ l\4orterarchiiects com -/ CD 1tr100305 coc Bldg. Permit # 805-0219 1325 Westhaven Drive Please do not hesitate to call any of us for further questions or clarifications. Encl. Cc: C. Gunion T. Faulhaber 10/3t2005 Page 2 RXCIPROCAL ACCESS, UTILITY AND DRAINAGE EASEMENT AGRBEi\IENT Fluu This RECIPROCAL ACCESS' 'lAgreement") is made and entered into a Delaware lirnited liability colnpany nonprofrt corporation ("Cascade"). A. Mirus owns that certain real property legally described on Exhibit A attached hereto and incorporated herein, which is located in the County of Eagle' State of Colorado (the "I[trus P1OW4V"). B. Cascade is the goveming owners association overseeing on behalf of its members that certain real property legally described on Exhibit B attached hereto and incorporated herein, which is located in the County of Eagle, State of Colorado (the "Cascade Property'')' C. The parties desire to grant to each other, and to accept from each other, certain access, 'tility and drainage easements, as more fully described below, within that portion of the Mirus Property desciibed and depicted on Exhibit C attached hereto and incorporated herein, and within that portion of the Cascade Property described and depicted on Exhibit D attached hereto and incorporated herein, rvhich areas collectively comprise and are hereafter defined as the "E4gQ!q94!Aea"' NOW, THEREFORE, In consideration of the Recitals and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, and subject to the terms and conditions hereof, the parties agree as follorvs: AGREEMENT 1. Access Easements: Driveway Construction and Maintenance' a. Grant of Easements. Mirus, as orvner of the Mkus Property, hereby grants to Cascade a nonexclusive and perpetual easement for pedestrian and vehicular ingress and egress (but not for parkilg) and passage,rpon, acro.s and over the drivelvay located rvithin the Easernent Area for the pu.por" oia pedistrian and vehicular ingress to and egress from the building improvements located on ih"'Cascade pioperty. Cascade, as owner of the Cascade Property, hereby grants to Mirus a nonexclusive and perpetual eaiement for (i) occasional vehicular and pedestrian ingress and egress (but not for parking) and passage upon, across and over the drivervay located within the Easement Area (the "D4l'eway") for tt. purpoi. of accessing or servicing utilities serving the Mirus Property, and (ii) general pedestrian ingress and egress upon, across and over the Drivelvay' b. Construction of Drivewalz. N{irus shall be responsible, at its sole cost and expense, for the initial construction of the Driveway and associated landscaping and hardscaping, as nore paiicularly set forth in that certain Temporary Construction Easement Agteement between Mirus and Cascade of even date herelvith. c. Maintenance of Drivervav. Cascade shall be responsible, at iis sole cost and expense, for all maintenance, repair, replacement and improvement of the Driveway and is hereby granted a nonexclusive ancl perpetual .ir...ni on, over, under and across the Easement Area lbr the purposes of same. 2. Reciprocai Utility and Drainage Easement. The parties acknowledge that certain utilities serving the Miru; Property and the Cascade Property are iocated within the Easement Area and each party \rq\.:s*.\q'. wmR, rnf,Yrns ! Ptlll$ll$ Pc. 1000 8ou& Fontagg RoadWest UTILIT.Y AND DRAINAGE EASEMENT AGREEMENT (thiS this t+|day of September, 2005, by and between MIRUS LLC, C'!lirus'), and CASCADE CLI-IB ASSOCIATION, a Colorado RECITALS E:\Clients\Wright\Cascade\Reciprocal Driveway Easement Final doc tulb20 |b$,ms16t hereto hereby grants the other party and its successors and assigns a nonexclusive, perpetual easement.on' upon, u.ror. u-nd through the iasement Area for purposes of installing, using, constructing, maintaining' improving, repairing and replacing the (a) undeiground utility improvements, structures and lines and ..tut.a fo*.ititii, undi*prou.rn"nts] and 1Lj arainage systems, in each case together with a right of ingress and egress to and fromihe Easement Area anr! the use of such additional portions of the Mirus Property or Cascade Property, as applicable, as are necessary to ploperly exercise such rights' To the extent that either Mirus or Cascade cut into the Driveway o, oih.tt"ii" disrupt any improvements within the Easement Area in connection with its rights as provided herein, such party shall (w) comply with all applicable governmental requirements rvith respict to such work, (x) provide reasonable notice to the oit., p-,y-t.reto of such 'maintenance, repaii, replacement or work and secure from such party its reasonable consent as to any planned utility interruplions, (y) at all times maintain at least one vehicular traffic lane open within the tiriveway, except for flanned intemtptionsof.the use of the Driveway that have been coordinated in advance wiih, and reasonably approved ls to timing and duration by' Cascade' and (z) restore the Easement Area and the surface of the -liriueway to its condition existing immediately prioi io such work, incluJing restoration of any landscape or other improvements to the condition previously existing prior to suih disturbance. Mirus shall reimburse Cascade for the cost of having two :,flug-r.n" on drty in the parking garage within the Cascade Property during such intemrptions of use of the briveway, in order to permit us" of in otherwise one-way ingress ramp for egtess from the garage' 3. Covenants Runnine With the Landt Assienment: Permittee$. The easements $anted by this Agreement and the t..t*, .onOiti*s, restrictions and obligations contained herein shall run with the Mirus-property and the Cascade Property in perpetuity and shall inure to the benefit of and be binding on the partiei herero and their respective -ru.i"rro.s in title and interest to the Mirus Property and the Cascade Property. Promptly afier the formation of any homeowner association or any similar entity formed in connection with development on the Mirus Property (the "Association") and the establishment of a condominium regime designaiing as Common Elements the land and the common area improvements within the Mirus property linituOin!, without limitation, the portion of the Easement Area within the Mirus property), Mirus sliali assign this Agt..-.trt to the Association pursuant to which the Association shall accept ind agree to be bound by the terms of this Agreement. Upon such assignment, the Association shall be substituted in all respects instead of and to the exclusion of Mirus, and Mirus shall be released from any further obligations under this Agreement. Upon request, the parties aefe: !o execute and deliver an instrument evidJncing the assignment of this Agreement to the Association and the release of Mirus as described herein. ThJ easements granted herein may be used and enjoyed by Mirus and Cascade and their resPective agents, employees, contractors, and designees, and any other agents' contractors, subcontractors and lnvitees icting by, through or under any of them (collectively' the '&rlntueei"). 4. No Dedication to Public. Nothing herein contained shall be deemed a gift or dedication of any ponion of the Easement .{rea to the general public or for public use or purpose whatsoever' 5. Indemnification. Cascade agrees to indemnify, defend and.hold harrnless Mirus, its owners, agents, employ."., offi..r, and direciors, and the Mirui Property (including, lvithout limitation, claims mide directiy by Mirus) from and against any and all claims, cause-s of action, costs, damages' expenses and liabilities (including, without limitation, reasonable legal fees) (altogether, "gblrn!') arising from or related to use by C-ascade, the Cascade Permittees or by any person acting through or on behali of Cascade of any easement granted herein and arising out of (A) any gTossly negligent acts or omissions or intentional misconduct -on the part of cascade or any cascade Permittee, (B) any negligent act or omission on the part of Cascade or any Cascade Permitte; to the extent (and only to the extent) such Claim is covered ty Cascade's liabitity insurance (or would have been covered by the insurance required to be carried by'Cascade under Sectlon 6 below) and (C) any mechanic's or materialmen's liens caused or permitted by Cascade in connection with the easements granted herein or otherwise arising under this Agreement, except (in each instance) to the extent such Claim is caused by the willful misconduct oi negligence of lr4irus or the Mirus Permitees. Mirus agrees to indemnify, defend and hold harmless CascadJ, its members, agents, employees, officers and directors, and the Cascade Property (including, wirhour limitation, ciaiirs made iiti.tty by Cascade) from and against any and all Claims a.rising fri. o, related to use by Mirus, the Mirus Pirmitteet nr by any person acting through or on.behalf of Mirus of any easement granied herein and arising out of (A) any grossly negligent acts or omissions or intentional misconduct on ihe part of Mirus o, any Mi-, Permittee, (B) any negligent act or omission on the part of lr{irus or any Mirui Permittee to the extent (and only to the extent) such Claim is covered by Mirus' liability insurance (or would have been covered by the insurance required to be canied by Mirus under Section 6 below) and (C) any mechanic's or materialmen's liens caused or permitted by Mirus in connection with the "ur.-.nt, i.unt.O herein or otherwise arising under this Agreemenl except (in each instance) to the extent such Cla-im is caused by the willful misconduct or negligence of Cascade or any Cascade Permittee. 6. Insurance. At all times while this easement is in effect, Cascade and Mirus shall each carry and *uintiln in foll force and effect, at its sole cost and exPense, (A) with respect to the portion of the iasement Area within its respective Parcel, premises liability insurance coverage and (B) with respect to its use of the Driveway and tlre Easement Area, commerciai general liability insurance coverage (the "Insurance"). With respict to each coverage, the Insurance shall (i) Provide single combined limit.of coverage in the amount customarily caniedly condominium owner associations with respect to similar p.op.ri., in Vail, Colorado, but in no .u.ni l".t than $2,000,000 (rvhich minimum amount shall be ua;ur,.a every five years to an amount at least equal $2,000,000 multiplied by the cumulative increase in thi Consumei price Index - All Urban Consumers that has occuned since the date of this Agreement)' (ii) shall name the other party hereto as an additional named insured to the extent of claims based on such oti'., purty', ownership of th" f." interest in the proPerty comprising the E-asement Area and (iii) shall be issued by'an insurer oi insurers authorized to issue such insurance in the State of Colorado and having a Best's rating of A-VII or better. Upon request, each party hereto shall provide the other with an ACORDN certificate evidencing that iolices providing the Insurance required of such party is currently in force. '1 . Limitation of Liabilitv. a. Cascade and the Cascade Permittees shall enter upon and use the Easement Area under this Agreement at their sole risk. Mirus makes no representations or walranties of any kind rvhatsoever regarding tbe Easement Area or the quality, quantity, suitability or fitness of the Easement Area for any intendJd use, and Mirus shall incui no loss, cost, liability or damage in connection with Cascade's or the Cascade Permittees' entry upon the Easement Area under this Agreement. Cascade shall be solely responsible for the health and safety of all of the Cascade Perminees who enter upon the Easement Area, as lvell as for damage to any Property of Cascade or any of the Cascade Permittees rvhile located on the Easement Area. eccordinlly, to the fullest extent pelrnitted by law' Cascade hereby releases, acquits and forever discharges Mirus and its directors, shareholders, members, employees and agents from and againsr any and all losses, costs, claims, liabilities including, without limitation' injury to or death of any person o, p..ron, or damage to or destruction of any property, arising out of Cascade's-or the Cascade Permittees' use of the Easement Area under thii Agreement, except for the willful misconduct or negligence of Mirus or the Mirus Permittees' b. Mirus and the Mirus Perminees shall enter upon and use the Easement Area under this Agreement at thek sole risk. Cascade makes no representations or walranties of any kind whatsoever regarding the Easement Area or the quality, quantity, suitability or fitness of the Easement Area for any intended use, and Cascade shall incui no loss, cos; liability or damage in connection with Mirus or the Ir{irus permittees' enrry upon the Easemenr Area under this Agreemeni. lntirus shall be solely responsible for the health and safety of all of the Mirus Permittees rvho enter uPon the Easement Area, as well as for damage to any property of Mirus or the Mirus Permittees while located on the Easement Area. Accoidingly, to rtre futtest extenr permitted by law, Mirus hereby releases, acquits and forever discharges Cascade and its directors, officeri, shareholders, members, employees and agents from and against any and all losses, casts, claims, liabilities including, without lirnitation, injury te or death of any person or persons or damage to or destruction of any prop..ty, arising out of Mirus's. or the Mirus Permittees' use of th, Eur.-"nt Area under this Agreemini, eicept for the willful misconduct or negligence of Cascade or the Cascade Permittees. c. Each party hereby waives, and releases the other party and such other party's directors, officers, managers, ionstituent partners, members, shareholders, employees and agerts from, any and all Claims for injury or damage to persons or property resulting from the use of the Easement Area by the released purty und such Paity's Fermittees, excePt to the extent such Claims are covered by the released party's indemnification covenants under Section 5 above. 8. Remedies. In the event either party shall fail to comply with any of the provisions of this Agreement, the other party shall have full poweiand authority to enforce compliance with this Agreement in uiy ^unn , provided ior by larv or in equiiy, including but not limited to (a) an action for damages, and/or (b) an action foi injunctive relief, whether to enjoin any uiolution or to specifically- enforce the provisions of this Agreement. The prevailing party (as determined by the court) in any action undertaken to enforce or interpret ariy provision of tihis Agreemenishall recover from the other party reasonable attomeys' fees and costs' 9. Miscellaneous. a. Modification. No provision or term of this Agreement may be amended, modified' revoked, supplemented, waived, or otherwiie changed except by a written instrument duly executed by the parties hereto. b. Entire Asreement. This Agreement constitutes and incorporates the entire agteement among the parties hereto concerning the subject matter ofthis Agreement and supersedes any prior agreements conceming the subject matter hereof. c. Severability. No determination by any court, govemmental body or otherwise that any provision of this Agr..-unt * any amendment hereof is invalid or unenforceable in any instance shall afiect ttre validity or enforceability of (a) any other provision thereof, or (b) such provision in any circumstance not iontrolled by such determination. Each such provision shall be valid and enforceable to the fullest extent allowed by, and shall be construed wherever possible as being consistent with, applicable law. d. Third-Partv Beneficiaries. The agreements contained herein are solely for the benefit of the parties hereto and, except for the Association as specifically described herein, and except as provided in Sections 5 and 7 c above, no other person or entity shall be a third party beneficiary thereof. e. Goveming Larv. This Agreement shall be govemed by and construed in accordance with the laws of the State of Colorado. f. Authorization. Each party is authorized and empowered to execute this Agreement and all necessary corporate or partnership action has been taken to authorize execution of this Agfeement. g. Countemarts. This Agreement may be executed in counterparts, each of which shall be deemed to constihlte un *igi*L provided, horvever, that this Agreement will not become binding upon any party unless and until e.Kecuted (whether or not in counterpart) by all the parties. h. Recording. This Agreement shall be recorded with the Clerk and Recorder for the County ofEagle, State of Colorado. Iremainder of page intentionally left blank] -= :!;-_:-=i--::_.__._- DATED the day and year first above written. STATE OF COLORADO CASCADE CLUB ASSOCIATION, a Colorado nonprofit corPoration By: Name: Title: MIRUS LLC, a Delaware limited liability company By: Its: W.N. Management, Inc., a Colorado corporation Manager By: Name: Tille: ) ss. COUNTY OFf*..€d:,+fuF'lh+ instrument was knowledged before me this I day of Wnk?=-'20o5,..\.-K of CASCADE CLUB ASSOCIATION, A COIOTAdOthe the (SEAL) COUNTY OF EAGLE The foregoing instrument was acknowledged before me this - day of -._.-' 2005' by of W.N. Management, Inc., a Colorado corporation, the Manaser of MIRUS LLC, a Delarvare limited liability company. Witness my hand and official seal. My commission expires: 4 - -r-"J l, 30?40323W-4 (SEAL) 7n8n005 DATED the day and year first above written. STATEOFCOLORADO COUNTYOFEAGLE nonprofit corporation. Witness my hand and offtcial seal. My commission expires: (sEAL) STATEOFCOLORADO COUNTYOFEAGLE CASCADE CLIIB ASSOCIATION, a Colorado nonprofit corporation' By: Name: Title: MIRUS LLC, a Delaware limited liability compaoy By: W.N. Managemeot, Inc., a Colorado corporation Its: Manager By: Name: Title: ) ) ss. ) by The foregoing instrument was acknowledged before me this - day of . 2005, the - of CASCADE CLUB ASSOCIATION' a Colorado ) ) ss. The foregoing instrument was ac-knov{edged before me this$ day of\sSSN2005, Uy:ss}\SNsN" -\,-q-s\\ts\ of W.N. Manageme,nt, lnc., a Coloraitnlorporation, the Maaager of MIRU$I-LC, a Delaware limited liability company. Wituess my hand and official qealr My commission expires: rS\S\SS (sEAL) \. i i.;! -,,._ !, ., . _,, . _._1, ;r.i',-,i., . /' .,.-,,__, _, 30240323W4 STATJ --,,-' '. I ..iADO 7nED005 EXHIBITA TO RECIPROCAL EASEMENT AGREEMENT Mirus Pror'erty Westhaven Parcel, more particularly described as follows: A part of the Southwest 7+ Northeast /q, Section 12, Township 5 South, Range 8l West of the 6s principal *.ridiun, County of Eagle, State of Colorado. Being more particularly described as follows: Beginning at an angle point on the southerly righrof-way line of Interstate fllehwaf No' 70, whence an iror pin"with-ptastic.ul marking the cenrer ofsaii Section 12 bears South 04 degrees 06 minutes ll seconds west 5g4.72 feet distant; thJnce the following two courses along said southerly right-of-way line:(l) North 41 degrees 31 minutes 56 seconds Ea-st 204'00 feet (2) North 52 degrees 50 minutes 29 seconds East 150.00 feet Thence South 37 degrees 09 minutes 31 seconds East 126.96 feet; thence South 56 degrees 48 minutes 45- seconds West 125.15 feet; thence South 120.47 feet along the arc of a curve to the left having a radius of 143.20 feet, a central angle of48 degrees 12 minutes 05 seconds, and a chord which bears South 32 degrees 42 minutes 43 seconds West 116.95 ieet; thence North 8l degrees 23 minutes 19 seconds West 165'42 feet to the point of beginning, County of Eagle, State of Colorado, rvhich has the physical address in Eagle County, Colorado, of 1325 Westhaven Drive, Vail, Colorado 81657' 30240323W-4 7n8t2005 EXHIBIT B TO RECIPROCAL EAS EMENT AGREEMENT Cascade ProPerty Cascade Club Condominiums, according to the Condominium Map for Cascade club condominiums recorded on June 23,lg87 in Book 464 at Page 887 in the public records of Eagle County, Colorado. 30240323W-4 1n8l2w5 EXHIBIT C TO RECIPROCAL EASEMENT AGREEMENT Depiction qf Easement Area Wit See Attached 30210323\V4 717812005 EXf,JBIT C .- r+------ EXHIBITD TO RECIPROCAL EASEMENT AGR EEMENT Depiction of Easement Area Within C:roade Property See Attached 3424438\v4 7n8n005 Bos 6t-l?T6ak J Sinonlon Eagle, CO R 66.00 D 0.00 RECIPROCAL ACCtrSS, UTILITY AND DRAINAGE EASEMBNT AGREEI\IENT This RECIpROCAL ACCESS, UTIUT,Y AND DRAINAGE EASEMENT AGREEIVIENT (this ,fAgreement") is made and entered into this 'C]duy of September, 2005, by and between MIRUS LLC, a Delarvare limited liability colnpany ("Mirus"), and CASCADE CLUB ASSOCIATION, a Colorado nonprofi t corporation ("Cascade"). RECITALS A. Mirus owns that certain real property legally described on Exhibil A attached hereto and incorporated herein, which is located in the County of Eagle, State of Colorado (the "Minfg-Plop9rty"). B. Cascade is the goveming olvners association overseeing on behalf of its members that certain real property legally described on Exhibit B attached hereto and incorporated herein, which is located in the County of Eagle, State of Colorado (the "eassade Pro@y"). C. The parties desire to $ant to each other, and to accept from each other, certain access, utility and drainage easements, as more fully described below, within that portion of the Mirus Property desciibed aod depicted on Exhibit C attached hereto and incorporated herein, and within that portion of the Cascade Property described and depicted on Exhibit D attached hereto and incorporated herein, which areas collectively comprise and are hereafter defmed as the "Easement Area". NOW, THEREFORE, In consideration of the Recitals and for other good and valuable consideration, the receipt and sufficiency of which are hereby acknowledged, and subject to the terms and conditions hereof, the parties agtee as follorvs: AGREEMENT 1. Access Easements: Driveway Constnrction and Maintenance. a. Grant of Easements. Mirus, as olvner of the Mirus Property, hereby grants to Cascade a nonexclusive and perpetuai easement for pedestrian and vehicular ingress and egress (but not for parkilg) and passage upon, across and over the driveway located rvithin the Easement Area for the purpose oi a pedestrian and vehicular ingress to and egress from the building improvements located on ihe Cascade pioperty. Cascade, as owner of the Cascade Property, hereby grants to Mirus a nonexclusive and perpetual eaiement for (i) occasional vehicular and pedestrian ingress and egress (but not for parking) and passage upon, across and over the drivervay located rvithin the Easement Area (the "DrrygwAy") for ttt. prrrpoi. oi accessing or servicing utilities serving the Mirus Property, and (ii) generai pedestrian ingress and egress upon, across and over the Drivelvay. b. Constnrction of Drivervay. . Mirus shall be responsible, at its sole cost and expense, for the initial construction of the Driveway and associated landscaping and hardscaping' as more particularly set forth in that certain Temporary Construction Easement Agteement between Mirus and Cascade of even date herelvith' c. Maintenance of Drivervay. Cascade shall be responsible, at its sole cost and expense, for all nraintenance, repair, replacement and improvement of the Driveway and is hereby $anted a nonexclusive ancl perpetual easement on, over, under and across the Easement Area for the purposes of same. 2. Reciorocal Utility and Drainase Easement. The parties acknorvledge that certain utilities serving the Mirus Property and the Cascade Property are located rvithin the Easement Area and each party FI'U $t*}x\x*s,P.c. 1000 $ou$ Frontags RoadWet Sulto20 lirs Co8165t E:\Clients\Wrieht\Cascade\Reciprocal Driveway Easement Final'doc o hereto hereby grants the other party and its successors and assignS a nonexclusive, perpetual easement.on' upon, u.rorr'u"nd through the iasement Area for purposes of installing, using, constructing, maintaining, iirproving, repairing a-nd replacing the (a) undeiground utility improvements, structures and lines and related facilities and improvements, and (b) drainage systems, in each case together with a right of ingress ona ,gr.r, to and fromihe Easement Area anrl the use of such additional portions of the Mirus Property or Cascade Property, as applicable, as are necessary to properly exercise such rights' To the extent that either Mirus oi Cascade iut into the Driveway or oihe;wise disrupt any improve.ments within th.e Easement Area in connecrion with its rights as provided herein, such party shall (w) comply with all ;;;i;;i" g""emmenral requirements rvith respect to such work, (x) provide reasonable notice to the oih". purty-h.reto of such 'maintenance, rePai;, rePlacement or work and secure from such party its reasonable consent as to any planned utility interruptions, (y) at all times maintain at least one vehicular i*fn. tun. open within the Iiriveway, except for plannea intemrptions of the use of the Drivervay that have been coordinated in advance wiih, andieasonably approved as to timing and duration by' Cascade' and (z) restore the Easement Area and ihe surface of the -drivervay to its condition existing immediately prioi io such work, including restoration of any landscaPe or other imp.rovements to the condition previously existing prior to ,uih dirto.b*ce. Mirus shall riimburse Cascade for the cost of having two :.flug-rn n" on Outiy in the parking garage within the Cascade Property during such interruPtions of use of the briveway, in order to permit;; of-an otherwise one-way ingress ramp for egress from the garage' 3. Covenants Running With the Land: Assignment: Permitteeg. The easements ganted by thisAgreementanaitret.ffiandobligationscontainedhereinshallrun1viththe tuti^r"Prop"r,y and the Cascade Property in perpetuity and shall inure to the benefit of and be binding on the paAies hereto and their respeciiv.'ru.i.tt-ott in title and interest to the Mirus Property and the Cascade Property. Promptly afier the formation of any homeorvner association or any similar entity formed in .onne"tion with development on the Mirus Property (the "Association") and the establishment of a condominium regime designaiing as Common Elements the land and the common area improvements rvithin the Mirus property 1in-ctuOin!, without limitation, the portion of the Easement Area within the Mirus Property), Mirus shali assign thi, Agr".*"nt to the Assoiiation Pursuant to which the Association shall accept a.,d agree to be bound by the terms of this Agreement. Upon such assignment, the Association shall be substituted in all respects instead of and to the exclusion of Mirus, and Mirus shall be released from any further obligations unier this Agreement. Upon requesJ, the Parties a$T !o execute and deliver an instrument evidJncing the assignmenl of this Agreement to the Association and the release of Mims as described herein. The easements granted herein may be used and enjoyed by, Mirus and Cascade and their respective agents, employeis, congactors, and designees, and any othet agents' contractors, subcontracrors and -invitees acting by, through or under any of them (collectively, the "PermiUEgS"). 4. No Dedication to Public. Nothing herein contained shall be deemed a gift or dedication of any portion of tt. gur.ilnt ere.o to ti,e generaipublic or for public use or PulPose whatsoever' 5. Indemnification. Cascade agrees to indemnify, defend and _hold harmless Mirus, its ownefs, agents, employ..r, off..r, and direclors, and the Mirus Property (including, rvithout limitation' .luir11, .ua" airectiy by Miru9 from and against any and all claims, cause-s of action, costs, damages' expenses and liabiiities lincluiing, withou'l limitation, reasonable legal fees) (altogether, "gbi!qg') ariiing from or related to use by C-ascade, the Cascade Permittees or by any Person acting through or on behali of Cascade of any easement granted herein and arising out of (A) any grossly negligent acts or omissions or intentional misconduct in the Part of Cascade oiany Cascade Perminee' (B) any negligent act or omission on the part of Cascade or any Cascade Perminee to the extent (and only to the extent) such Claim is covered Ly Cascade's liability insurance (or would have been. covered by the insurance required to be carried by Cascade under Section 6 below) and (C) any mechanic's or materialmen's liens caused or permitted by cascade in connection with the easements $anted herein or otherwise arising under this Agreernent, except (in each instance) to the extent such Claim is caused by the willful misconduc( oinegligence of Mirus or the Mirus Permitees. Mirus agrees to indemnify, defend and hold harmless Cascade, its members, agents, employees, officers and directors, and the Cascade Property (including, without limitation, claiirs made iiti.tty by Cascade) from and against any and all Clajms .a.rising frim or related to use by Mirus, the Mirus Pit-itt"et i'tr by any Person acting through or on-behalf of Miirs of any easement granied herein and arising out of (A) any grossly negligent acts or omissions or intentional misconduct on ih. pur, of Mirus o. uny Mi*t Permittee, (B) any negligent act or omission on the part of Mirus or any Mirus Permittee to the extent (and only to the extent) such Claim is covered by Mirus' liability insuranie (or would have been covered by the insurance required to be carried by Mirus under Section 6 below) and (C) any mechanic's or materialmen's liens caused or permitted by Mirus in connection rvith the.ur.rn ni, grunted herein or otherwise arising under this Agreement, except (in each instance) to the extent such Cla-im is caused by the willful misconduct or negligence of Cascade or any Cascade Permittee. 6. Insurance. At all times while this easement is in effect, Cascade and Mirus shall each carry and ,nuintJi-in full force and effect, at its sole cost and expense, (A) with respect to the portion of the Easement Area within its respective Parcel, premises liability insurance coverage and (B) with respect to its use of the Drivelvay and tie Easement Aiea, commercial, general liability insurance coverage (the "lnsurance"). With respect to each coverage, the Insurance stritt (i) provide single combined timit of coverage in the amount customarily caniedly condominium owner associations with respect to similar prop"ri., in Vail, Colorado, but in no .u.nt l.ss than g2,000,000 (rvhich minimum amount shall be oalurt"a every five years to an amount at least equal $2,000,000 multiplied by the cumulative increase in the Consumer price Index - All Urban Consumers that has occurred since the date of this Agreement), (ii) shall name the other parry hereto as an additional named insured to the extent of claims based on such o,h., pur,y', orvnership of ttre fee interest in the property comprising the E_asement Area and (iii) shall be issued by un insurer oi insurers authorized to issue ,u"h intutan.e in the State of Colorado and having a Best's rating of A-VII or better. Upon request' each party hereto shall provide the other rvith an ACORDTIr cerrificate evidencing that iolices lroviding the Insurance required of such party is currently in force. 7. Limitation of Liabilitv. a. Cascade and the Cascade Permittees shall enter upon and use the Easement Area under this Agreement at their sole risk. Mirus makes no rePresentations or walrandes of any kind whatsoever re-garding the Easement Area or the quality, quantity, suitability or fitness of the Easement Area for ony int.ndid use, and NIirus shall incui no ioss, cost, liability or damage in connectio-n with Cascade,s or the Cascade Permittees' entry upon the Easement Area under this Agreement. Cascade shall be solely responsible for the health and'saiety of all of the Cascade Permittees who enter upon the Easement Area, as well as for damage to any ProPerty of Cascade or any of the Cascade Permittees lvhile located on the Easement Area. Alcorainily, to the fuUest extent permitted by law' Cascade hereby releases, acquits and forever dischatges Mirus and its directors, shareholders, members, employees and agents from and against any and all lJsses, costs, claims, liabilities including, without limitation' injury to or death of any person o, p.rron, or damage to or destruction of any property, arising out of Cascade's or the Cascade permittees' use of the Easement Area under this Agreement, excePt for the willful misconduct or negligence of Mirus or the Mirus Permittees' b. Mirus and the Mirus Permittees shall enter upon and use the Easement Area under this Agreement at their sole risk. Cascade makes no representations or walranties of any kind whatsoever regarding the Easement Area or the quality' quantity, iuitability or fitness of the Easement Area for any intended use, and Cascade shall incur no loss, cost, liability oi du*age in connection rvith Mirus or the I{irus permittees' entry upon the Easemenr Area under this Agreemeni. Mitot shall be solely responsible for the health and safety of all of the Mirus Permittees rvho enter upon the Easement Area, as well as for damage to any property of Mirus or the Mirus Permittees while located on the Easement Area. Accoidingly, tn ttre futteit extent permitted by law, Mirus hereby releases, acquits and forever discharges Cascade and its directors, officeri, shareholders, members, employees and agents from and against any and all losses, c4sts, claims, liabilities including, without lisritation, injury tq or death of any person or persons or damage to or destruction of any property, arising out of Mirus's- or the Mirus Permittees' use of the Easement Area under this Agreemeni, eicept for the willful misconduct or negligence of Cascade or the Cascade Permittees. c. Each party hereby waives, and releases the other party and such other party's directors, officers, managers, constituent partners, members, shareholders, employees and agents from, any and all Claims for injury or damage to persons or property resulting from the use of the Easement Area by the released party and such Party's Permittees, except to the extent such Claims are covered by the released party's indemnification covenants under Section 5 above. 8. Remedies. ln the event either party shall fail to comply with any of the provisions of this Agreement, the other party shall have full power and authority to enforce compliance with this Agreement in uriy *n.. p.ovided ior by law or in equity, including but not limited to (a) an action for {amages' and/or (b) an action foi injunctive reliei whether !o enjoin any violation or to specifically enforce the provisions of this Agreement. The prevailing party (as determined by the court) in any action undertaken to enforce or interpret any provision of this Agreement shall recover from the other party reasonable attorneys' fees and costs' 9. Miscellaneous. a. Modification. No provision or term of this Agreement may be amended, modified, revoked, supplemented, lvaived, or otherwise changed except by a written instrument duly executed by the parties hereto. b. Entire Agreement. This Agreement constitutes and incorporates the entire agleement among the parties hereto conceming the subject matter of this Agreement and supersedes any prior agreements concerning the subject matter hereof. c. Severability. No determination by any court, govemmentat body or otherwise that any provision of this Agreement or any amendment hereof is invalid or unenforceable in any instance shall afiect the validity or lnforceability of (a) any other provision thereof, or ft) such provision. in any cicurnsrance not controlled by such determination. Each such provision shall be valid and enforceable to the fullest extent allowed by, and shall be construed wherever possible as being consistent with, applicable law. d. Third-Partv Beneficiaries. The agreements contained herein are solely for the benefit of the parties herero and, except for the Association as specifically described herein, and excePt as provided in Sections 5 and 7c above, no other person or entity shall be a third party beneficiary thereof. e. Goveming Larv. This Agreement shall be govemed by and construed in accordance with the laws of the State of Colorado. f. Authorization. Each party is authorized and emporvered to execute this Agreement and all necessary corporate or partnership action has been taken to authorize execution of this Agreement. g. Counterparts. This A-sreement may be executed in counterParts, each of.which shall be deemed to constitute an originat; provided, horvever, that this Agreement will not become binding upon any party unless and until e;<ecuted (rvhether or not in counterpart) by all the Parties. o ' _- a_:_:'"------ - --::- :- - - - ::-=,:-:::_,l-_:*_ o h. Recordins. This Agreement shall be recorded with the Clerk and Recorder for the County of Eagle, State of Colorado. [remainder of page intentionally lefi blank] o DATED the day and year first above written. STATE OF COLORADO CASCADE CLUB ASSOCIATION, a Colorado nonprofit corPoration By.. Name: Title: MIRUS LLC, a Delaware limited liabilily company By: Its: W.N. Management, Inc., a Colorado corporation Manager By: Name: Title: acknorvledged before me this 7 day of && kfl=-,Zaai, i..I:K of CASCADE CLUB ASSOCI-ATION, A COIOTAdO the ) ss. cotrNTY oF*ffi&a\1h$ instntment lvas the (SEAL) COUNTY OF EAGLE The foregoing instrument was acknowledged before me this day of -.' 2oo5' by of W.N. Management,lnc., a Colorado corPoration, the Manager of MIRUS LLC, a Delarvare limited Iiability comPany. Witness my hand and official seal. My commission exPires: 302,10323W-4 (sEAL) 7n812005 :-;-=.=.;:-=.-=:==::::-'::-:-- - I .. :: .rr__:L :=;:j:'=----=::,j-=::--;.*-r___:_=.-:--::-:-j-.' ' ' --:- _ :-_==.-. __: DATED the day and year first above written- CASCADE CLTJB ASSOCIATION, a Colorado nonpnrfit corporatioa' MIRUS LLC, a Delaware limited liability company By: W.N. Management, Inc., a Colorado corporation Its: Manager By: Naoe: Title: By: -Name: Title: STATE OF COLORADO COUNTYOFEAGLE ) ) ss. ) by The foregoing instrumeot was acknowledged before me this - day of , 2005' of CASCADE CLUB ASSOCIATION, a Colorado nonprofit corporation. Witness my hand and ofiicial seal. My commission expires: (sEAr) STATEOFCOLORADO COUNTYOFEAGLE ) ) ss. ) Witoess my hand and offrcial peal q My commi-ssion expires: \S\\G.\SS 30240323W4 (sEAL) 7n82005 EXHIBITA TO RECIPROCAL EASEMENT AGREEMENT Mirus Prolert:v Westhaven Parcel, more particularly described as follows: A pan of the Southwest % Northeast %, Section 12, Township 5 South, Range 8l.West of the 6'principal -..idiun, County of Eagle, State of Colorado. Being more particularly described as follows: Beginning at an angle point on the southerly right-of-rvay line of lnterstate Highrvay No' 70, whence an iron pirirvithitastic cal marking rhe center ofsaii Section 12 bears South 04 degrees 06 minutes ll seconds West 594.72 feet distant; thence the following two courses along said southerly right-of-way line:(l) North 4l degrees 3l minutes 56 seconds East 204.@ feet (2) North 52 degrees 50 minutes 29 seconds East 150'00 feet Thence South 37 degrees 09 minutes 31 seconds East 126.96 feet; thence South 56 degrees 48 minutes 45 seconds West 125.15 feet; thence South 120.47 feet along the arc of a curve to the left having a radius of 143.20 feet, a central angle of48 degrees 12 minutes 05 seconds, and a chord which bears South 32 degrees 42 minutes 43 seconds West 116.95 ieet; thence North 81 degrees 23 minutes 19 seconds West 165'42 feet to the point of beginning, County of Eagle, State of Colorado, which has the physical address in Eagle County, Colorado, of 1325 Westhaven Drive, Vail, Colorado 81657' 30240323W4 7n8nm5 EXHIBITB TO RECIPROCAL EASEMENT AGREEMENT Cascade ProPert! cascade club condominiums, according to the condominium Map for cascade Club Condominiums recorded on June 23, 1987 in Book 464 at Page 887 in the public records ofEagle County, Colorado. 30240323W-4 7 na2005 EXHIBITC TO RECIPROCAL EASEMENT AGREEMENT Deoiction cf Easement Area Wit See Attached 30240323W4 7l?8n005 T" qIBIT C EXHIBITD TO RECIPROCAL EASEMENT AGR EEMENT Depiction of Easement Area Within C:::ade Property See Attached 7na2005 30?40323W-4 TOWN OF VAIL 75 S.FRONTAGEROAD VAIL, CO 81657 970479-2138 Qrr*rrENr oF coMMUNrry o"u?orrront NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW MULTI-FAM BTJILD PERM PErMit # BO5-02I9 Job Address: 1325 WESTHAVEN DR VAIL Status . . . : ISSUED Location.....: 1325 WESTHAVEN DRM Applied. . : 08l}4l20[i5 Parcel No...: 2l03l2l0[0l7 Issued . . : lOlWlzOOs Legal Desuipion: ?o'-o.t _OAq1 Expires . .: 0410512006 hoject No.: o9f,NER MIRUS IJIJC Oe/ O4/2OO5 C/O WN MAI{AGEMENT PO BOX 7270 AVON co aL620 APPITfCANT J.Ir. VIEITE CONSTRUCTION 08/04/2oo5 Phone: 970-476-3oa2 1000 S Frontage Road w, #202Vail co 81557 License: 188-A coNTRACTOR ir.L. VIEI,E CONSTRUCTION 08/04/2OO5 Phone: 970-476-3082 1000 S Frontage Road W, #202Vail co 81657 License: 188-A Desciption: Town of Vail Adjusted Valuation: 0,000,000.00 WESTHAVEN CONDOS-DEMO OF EXISTING FOI'NDATION A}ID CONSTRUCTION OF NEW 13 I'NIT COIIDOS OVER COVERED PARKING Occupancy T}EE Totals. . . Factor Sq Feet Valuatj.on 54, 345$10, 000, 000 . 00* Fireplace Infonnation: Restricted: # of Gas Appliances: 0 # ofGas Logs: 13 #of Wood Pellet: 0 **t*t***:l***+{.*** Buifding--- > 938,458.75 Restuarant Plan Review- > $0.00 Toal Calculated Fees-- > S7'1 ,o46.L9 Plan Check---> 524,99a.L9 Recreation Fee:------ > $13,586.25 Additional Fe€s--*-*- > S0.00Investigition-> 90.00 TOTAL FEES---------- > 177,046.19 Total Permit Fe€----- > 577,046.L9w'rcar-----> . $3.00 llTi,t;;u;----__-_l t"..ii:13 Approvals: Item: 05100 BUILDING DEPARTMEIflI O9/O2/2OOS egiunion Action: CR comments issued to contractor and architect. completeplan resubmittal required. LO/OA/2OOS cdavis Action: COND This permit is condtionally approved for the following: Demolition of existing foundation Excavat ion for utilities See Conditions LO/27/2O05 cgunion Action: AP APPROVED CORRECTED Pl,Al{S FOR FITLL BUIL,DING PERMIT, It,EM: O54OO PLANNING DEPART O8/24/2OOS MRG Action: Ap plan check complete ITCM: 05600 FIRE DEPARTI{EIIT O9/ot/2OO5 ncgee Action: DN Vail Fire & Emergency Services 42 west, Meadow Drive Vai1, Colorado 81657 2250 Memorandum To: Chris Gunion From: Michael Mccee, Fj-re Marshal Re: 805-0219 Westhaven Condos Date: September L, 2OOs VFES has completed a review of the plans set to us for the above project. The plans as su.bmitted are not approved. The results of our review are as follows: l-. No specification manual was provided to us for review. 2. The applicant has not provided information as to the Fire Protection Enginr of Record. No discussions reg'arding specific fire protection elements have occurred. 3. Civil drawings were not provided. Fire flows have not been determined nor adequacy of exist.ing hydrants or the need for additional fire hydrants. 4. IJ 1 Landscaping is shown in the staging area. BIue chip juniper, barberry i landscaping boulders of unspecified size) 5. I-, 1 The fire department connection has not been discussed or located there: the landscaping may or may not obstructs the FDC. No determination can be made until furttrer discussions occur, 6. L 3 Note 12 Change the clearance to standpipes from 4 feet to 7.5 feet undr the assumpti.on the author intended to refer to the fire department conrections. No fire hydrant s were shown on ghe plan. 7- A 2.5 The roof slope is indicated ranging from 12:12 to 4:12. Access to thr roof during winter nonths will require structural anchors for life lines. 8. A 2,6 The reflected eeiling plans indicate the slope of the interior ceili: is greater than 4:12 in some locations. A Fire Protection Engineer will be required for fire sprinkler design. NICET III will nou be accepted. 9. A 2.7 Detail 9 indicates a ceiling hatch for 'rmechanical equipment above tl . ceilingi" . This wilt likely require fire sprinkler coverage above the eeiling. No details on the framing for the mechanical space were found. 10. A 2;15 The plans indicate a significant presence of wood on the balconies Per NFPA ].3, this will requj.re exterior fire sprinkler coverage. 11. Plans indicate wood siding, beans, fascia, and other combustible features more than 35 feet above finished grade. Two of the four sides of the structure do not providefire apparatus access. See A 3-2, A 4.4, A 4.7 t2. A 5.0 The roof access ladder mu6t meet minj.mum VFES specification.13. A 6.1 Provide specifications on the flame spread for the ',rj.gid insulat,ion 805-0219 We sthaven Condos Plan Check Page 2 t4. A 8.13 seems to indicate a fire alarm control panel in the lobby. The location of the FAP has not been determined. The lobby location conflicts with the electrical plans as well. 15. A 8.15 Fire sprinkler coverage will be required in the storage rooms. The adjustable shelf must not conflict with the 1.8 inch minimum clearance from the fire sprinkler heads. 15. M 2.0 Natural gas meters musL comply with NFPA 54 and TOV Municipal Code . L-4/ 17. M 2.4 The elevator venting must be verified with NWCOG along wiEh the rest the AIiISI requirements, none of which were indicated on the plans. 18. 14 4.2 The plans show gias grills on the balconies with wood decking. This mi not be allowed. 19. M 5.1 The diagrams for Fj.re Sprinkler Contro1s, Antifreeze Lroop, and Fire Entry do not, comply with applicable NFPA standards, TOV standards or ERWS standards. 20. E 2.0 - E 2.4 The fire alarm details do not comply with NFPA 72 or Tov standards. There is a gross lack of information normally supplied by specifications from the FPE, 2L. E 5.1 The fire alarm details do not comply with NFPA 72 or TOV standards. There is a gross lack of information normally supplied by specifications from the FPE. 22. E 5.1 The Sequence of Operation is insufficient as to functions of the FAC. and associated equipment, !O/O4/20O5 cdavis Action: COND Permit release is at builders risk. See condtionlisted The risk should be smalI, given the time between demo and any potential change s would besufficient to allow for any necessary changes. tO/26/2005 mcgee Action: AP Approved per Schaner L,ife Safety report, terms and conditions. Item: 05500 PITBLIC WORKS Lo/o4/2oos es Action: AP Additional Public Way permit with bond for streee cutsfor ulitity services required. l!:1l;---1'-"?l*-*Y:H1T-1x?-+l|r|*|'l.**'|l.l.'**t***+*.*******'}*:}:t|(:}{l**:}****{.|.*** See page 2 of this Document for any conditions that may apply to this permit. PAGE 2 *,F,r{.{.,t***********:**************:t**t ****++****{r:************:*******4.****:F*t **{<****,F*rt!t!*!***************{.*** CONDITIONS Permit # 805-0219 as of 10-31-2005 Status: ISSUED******{(***********!&*******+!F+:t*'*{r*!t********************************{.**{.****!*,r****!t*:f *:F + 4. {. {.,},t *!k * ** ** * * ** * Permit Type: NEW MULTI-FAM BUILD PERM Applied: OB|04/2W5 Applicant: J.L. VIELE CONSTRUCTION Issued: l0l072m5970476-3082 To Expire: O4/O512W6 Job Address: 1325 WESTHAVEN DR VAIL l,ocation: 1325 WESTHAVEN DRIVE Parcel No: 2l03l2l000l7 Descripion: WESTHAVEN COIIDOS.DEMO OF EXISTING FOI'IIDATION A}ID CO}ISTRUCTION OF NEW 13 I'NIT COI{DOS OVER CO\IERED PARKING Conditions: Cond:40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQURED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond; CON0007682 (BLDG.): STAIRWAYS ARE REQLJIRED To MEET SECTION 1009 OF THE 2003IBc. Cond: CON0007683 (BLDG.): GUARDS ARE REQLIRED TO MEET SECTION 1012 OF THE 2003 IBC. Cond:21 (BLDG.): NORTHWEST COLORADO COUNCIL OF GOVERNMENT ELEVATOR INSPECTOR APPROVAL IS REQUIR BEFORE ANY WORK CAN BE STARTED. Cond: 34 (BLDG.): A COPY OF THE SOILS REPORT WILL BE REQUIRED BEFORE A FOOTING INSPECTION WILL BE CALLI FOR. Cond: CON0007684 SPECIAL INSPECTIONS REQTJIRED AS DETAILED IN LETTER FROM ARCHITECT AND IBC CH. 17. COPIES OF AI INSPECTION REPORTS TO BE SI.JBMITTED TO TOV. Cond: CON0007685 FIREPLACE CHIMNEY SHROUDS NOT APPROVED. SHROUDS MUST BE LISTED FOR USE WITH THE FIREPLACE Cond: CON0007686 FIRE ALARM, SPRINKLER, STANDPIPES TO BE INSTALLED PER NFPA 72, 13 AND VFES STANDARDS. Bntry:. 1012712005 tsy: cgunion Action: AP Cond: CON0007691 MANI.JFACTURER'S LISTING FOR UMT ENTRY DOORS AND SIDE LEAF REQUIRED TO BE REVIEWED FOR COD COMPIANCE PRIOR TO FRAMING INSPECTION. DOORS MUST BB 20 MINUTE WITH SMOKE RATING, SELF CLOSING LEAFS WITH SELF LATCHING HARDWARE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state ttnt 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 of the Town applicable thereto. REQTJESTS FOR INSPECTION SHALL BE MADE TWENTY-FOT'R HOI,JRS IN ADV OFFICE FROM 8:00 AM - 4 PM. CTOR FOR AND OWNET '1.****** ********* **+***'!******************************** ********** *** ** ********** *** *** * ** *** TOWN OF VAIL, COLORADOCopy Repritrted on 10-31-2005 at 14:10:58 t0/31/2005 Statement *********f ***********************r.****'l***'i'i't,l * **,!,i**** **************************** *** * ** *** statement Number: R050001233 Arnount: $24,903.t8 0B/o4/2o0504:48 pM Payment Method: Check Init: LC Notation: #1083,/MrRUS,. LLC Permit No: 805-0219 I14)e: NEt{ MIIJTI - FAM BUILD PERM Parcel No: 2103-121-0001-? Site Address: 1325 WESTHAVEN DR VAIL Localion: 1325 T{ESTIIAVEN DRIVE Total Fees: i77 , 046.L9Thie Palment: $24, 803 . 18 Total A],IJ pmts: $77 ,046 .t9 Balance: 30.00*****************'l.*,**'*'i'|+*'|***.'t*:t *r******************************+++++*+**+t+++*++*********** ACCOI,]NT ITEM LIST: Accounts Code Description Current Pmts PF OO1OOOO31123OO PI.,AN CHECK FEES 24, 803 . L8 ************ *********+******* *** ********,t************+******** *** *****,t**** ** *** * * ** *.** * * *** TOWN OF VAIL, COLORADOCopy Reprinted on 10-31-2005 at 14:08:44 t0/3t/2005 Statement **,f * * * lr***'t**'!******************************+++++**++++++*t+*++*+++***** ******* ** *** ** * ++*** 974, 084. 25 70 / 07 / 200570 :26 AM Init: DDG Notation: if >L> Viele Statement Number: R050001557 Amount: Payment Method: Check construction 57885 Permit No: 805-0219 TIT)e: NEW MITTTI - FAM BUILD PERM Parcel No: 2LO3-L2!-OO0L-7 Site Addrees: 1325 WESTHAVEN DR VAIL, L,ocation: 1325 WESTHAVEN DRfVE Thia Palment:$L4 ,084 .26 Total Fee6: 177 ,046.19Total ALL Pmts: $77 , 046 .79 Balance:$0.00++*++++++*+**+*+*+* ******+************** ***** ******** ** * ***** ***** * ******,t'i '1. *:l:t:*:*:*********** ACCOUNT ITEM LIST: Account Code DescriDtion Current Pmts BP 0 010 00 0311-110 0 PF 0 010 00 031123 0 0 RF 111000 03 Lt27 00 wc 00100003112800 BUIIJDING PERMIT FEES PI,AN CHECK FEES RECREATTON F'EES WIIJIJ CAL,L INSPECTION FEE 300.00 19s.01 13,585.25 3 .00 **++++*** *********lt *'i'i* ********** ** ****** ** *i.,!**** **+****+******* * ***** ***** ****+* +*+ *** +*'i+ TOWN OF VAIL, COLORADOCopy Reprinted on 10-31-2005 at 14:08:56 l0l3l/2005 Statement ****** +****t*********++******************+*++*+ + ++++++*+*++ + *** *******++** * *** * *****{.+***** * Statement Number: R050001555 Amount: $38,158.75L0/O?/200510:25 AM Payment Method I check rnit: DDG Notation: Mirus, tLC ro94 Permit No: 805-0219 T14)e: NEW MITL,TI - FAM BUIITD PERM Parcel Nor 2103 - 121- 0001- 7 Site Address: 1325 WESTHAVEII DR VAIL Location: 1325 WESTIIAVEII DRIVE Total Fees: $77 , 046.L9 This Payment: $38,158.?5 Total ALL Pmts: $77,046-19Balance: 90.00 ***{.,N.*:}******,}**** +************* *****+++++*** +*********+:t*** ** ***'}* ******,t+*** ***** ***+* *+** ACCOUNT ITEM LIST: Account Code DescriDtion Current Pmts BP OO1OOOO31111OO BUII,DING PERMIT FEES 38,158.75 tl APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIGNED Proiect #:-@Tsmv\wvthly 75 S. Frontage Rd. Vail, Golorado 81657 Separate Permits are electrical, plumbing,etc.l Buildins Permit#: CONTRACTOR INFORMATION So>t PLETE VALUATIONS FOR BUILDING PERMIT & Materials BUILDING: $ 1,tO},O@ ELECTRfCAL: $ 9OO)@O OTHER: $ 2q@ ev"^'a|* PLUMBING: $ ,{,@.,@ MECHANICAL:$ 1,5@rO0O rorAL:$ t(9, OOO,W For Parcel # Conhct Assessors Office at 970-328-8640 or visit Ato3lTloootJ Job Name: vthe\hx en Cfurr^i^\*wts JobAddress: l32s tie. )<rvno\t+tar, s? WorkClass: uew( Addition( ) Remodel( ) Repair( ) Demofi Other( ) Does an EHU exist at this location: Yes ( ) NoWorkType: Interior( ) Exterior( ) Both Type of Btdg.: Singlefamily ( ) Twofamily ( ) Multi-family fi) Commercial ( ) Restaurant ( ) Other ( ) No. of Accommodation Units in this building:No, of Existing Dwelling Units in this building: GasAooliances( ) GasLoos( ) Wood/Pellet( ) Wood Gas Aooliances ( ) Gas Loss fl4) Wood/Pellet ( ) Wood Burnins (NOT ALLOWED ffiFOROFFICEUSEONLYffi Documentz -11^'q (t".--lto 05r2012005 Town of Vail Building Safety and Inspection Services 75 Soutb Frontage RoadVaiI, Co 81657 e70) 479-2L38 Plan analysis based on the 2003 Intemational Building Code Project Nurnlcer: Bo5-0219 Project Name: westhaven Condos Address z L325 Westhaven Drive Occupancy: R-2,5-2 construction: II-B SPRINKLER SY9TEM: NFPA 13 sprinkler system Sprinkler system used to -- Sec. 504.2 and 506.3 ERONTAGE TNCREASE: Perimeter of the entire building = 1-000 feet. Perimeter which fronte a public way or accessible open space = 0 feet. Minimum width of public way or accessible open Bpace = 0 Allowable area increased 0.0t for frontage increage. -- Sec.506.2 NAME occ MAX FI,R AREA AII,O$IED RATIO STATUSFIJ CIffffiae ffiopy Date: Augnrst 18, 2005 Contractor: Viele Architect: Morter Engineer: Report By: Chris Gunion throughout the building increase the allowable area and height. NOTE: The code items listed in this report are not intended to be a complete lieting of all possible code requS-rements in the 2003 IBC. It is a guide to selected sections of the code. Report created using PIan Analyst software by IHS Globa1 800-854-7179 5 Condos TOIAI, FOR FIJOOR 4 Condos TOTAI, FOR FI,OOR 3 Condos TOTAII FOR FLOOR 2 Condos TOTAI-, FOR FITOOR 1 Parking Garage TOTAI-, FOR FIJOOR BUILDING TOTAL -- Sec. 503, 504, 505 P'-2 ok R-2 ok R-2 0k R-2 ok S-2 ok and Table 503 48000 0.1 48000 0.1 48000 0.24 48000 0.24 48000 0 -2348000 0.23 48000 0.23 48000 0.23 78000 0.2 78000 0.2 16198L 0.34 4585 468 5 77.52s 11525 TL225 L1225 1-L225 LL225 15685 1.5685 5434s ok ok ok ok ok ok ok ok ok ok ok Page # 2 Code review for: Project Id.: Westhaven Condos Address: 1325 Westhawen Drive Allowable area and height calculations are based on different u6es being separated by fire barriers. -- Sec, 302.3.2 The actual height of this building is 53.0 feet. The maximum height of thie building is 75.0 feet,. -- Table 503 and Sec . 504.2 PROPERTY DESCRIPTTON: North Side has a public way. - Distance to public vray = 1-4.0 ,width = 60.0 Exterior wa11 rating based on distance to center line of pr:blic way. -- Sec. 702.1 FIRE SEPARjATION DISTANCE East Side has a property 1ine. - Distance to property line = 5.0 South Side has a public way. - Distance to public w€r.! = 8.0 ,width = 50.0 Exterior waII rating based on distance to center line of public way. -- SEc. 702.1 FIF:E SEPARJATION DTSTA}ICE West Side has a property line. - Distance to property line = 4L,0 EXTERTOR WAI,I, FIRE RATINGS AND OPENING PROTECTION See. 6O2, Tables 501 and 502, and sec. ?04 NORTH EAST SOI'TH 9IEST OCC BRG NON OPNGT BRG NON OPNGT BRG NON OPNG* BRG NON OPNG* WAI-,L BRG UP/PR WALI-, BRG UP/PR WATI-, BRG UP/PR WAI-,L BRG UP/PR R-2 o-hr O-hr NL,/Nr-, 1-hr*1-hr*15/15 0-hr o-hr lfl/Nt o-hr o-hr NL/ML s-2 0-hr o-hr NL/NL, 1-hr*1-hr*15/15 o-hr O-hr NL/NL, 0-hr o-hr NI-,/Iu-, The exterior walIs are required to be of NONCOIiIBUSTIBLE materLaL../ -- Sec.602.2 Projections from exterior wal1s stralt be of noncombustible material .rr/-- Sec . 7O4.2.t Exterior walls are reguired to be fire-rated for exposure to fire:1. From Both sides when fire separation is 5 feet or lesg w//'2. On the interior side only when separation is greater than 5 feeE.,-2" -- Sec. 704.5 Then maximum percent of area of unprotected opening has been ,.-,adjusted for an automatic sprinkler system. -- sec. 7O4.8-1 r' page # 3 Code review for: Projecu Id. : Westhawen Condos Address z L325 Westhaven Drive up/pr = Maximum percent of openings in the exterior wall.-- Table 704.a up - The maximun percent if all openings are unprotected.pr - The maxj.mum percent if all openinge are protected. If some are protected and some are not, then uae formulain Sec. '7O4.a Clpenings in thr walls are required to be protected with 3/4 hour asseriblies. -- Sec. 7o4.L2 and sec. 7]5.4 Clpeninge in walls required to be greater than Lhr are required protected with 1 1/2 hour assedblies. -- Sec. 7]-5.4 Nr-, = No fire protection requirernents for openings. lilp = opening's are not permitted in this wal1 . Note: Unlimited unprotected openings are allowed in walls not requiredto fire-resistant. -- Talcle 7O4.8, Note: g.* = These $ra116 may be required to have a parapet wa1l 30 inches above the roofing. The parapet wall is required to have the v€!-Dsame fire rating as the waIl and shall have noncombustible faces ' for the uppermost 18 inches. -- Sec. 7O4,LL Exception L: A parapet walI is not required when the wa1] is not reguired tso be fire-resistive. Exception 3: If roof constrrrction is 2-hour fire-resistive and V(gDof noncombustible construction, a parapet wall is not required. Exception 4: A parapet wal1 is not reguired on 1-hour fire-resistive ext,erior walls provided: 4.1- Wtrere roof/ceiling framing are paralle1 to the walI, framing and supporE ghall be not less than 1-hour fire-reeistive for a minimm widtb of 4 feet from the tnside of the exterior waIl. 4.2 where roof/ceiling framing are not, parallel to the wall, the entire span of framing and support shal1 be not less than 1-hour fire-resistive. 4.3 openings in the roof shall not be located within 5 feet of the exterior wall-. 4.4 The entire building shall be provided with not less than a Class B roof coveringr. IJ(tD Page # 4 Code review for: Project Id. : Westhaven Condos Address z L325 Westhaven Drive . FIFG RESISTANCE R,ATINGS FOR BUIIIDI}TG EI-,EMSNTS -- TA]cIe 601 EIJEMENT MATERIAT R,ATTNG NOTES Structural Frame Noncombus t ib] e 0 }rour Interior Bearing waII Noncombustible 0 hour hterior nonbrg wall Noncombuetible o hour Note 5 shaft Enclosure Noncombustible 2 hour Note 1 Floor,/Ceiling Assembly Noncombustible 0 hour Note 9 Roof/Ceiling Assembly Noncombustible 0 hour , 13 Stairs Noncombustible None NOTES, - 1. Fire resietance-ratinq for shafts based on Section 7O7.4L-,- NoTE: See sectt zollz for ehaft enclosure exceptions. 5. Fire-retardant treated wood sha1l be permitted in: -/A. Nonbearing partitions where the required fire-resistance rati-ng l./is two hours or less. -- Sec. 603.1, 1.1 Partitions dividing portions of stores, offices or similar places occupied by one tenant only ald do not est,ablish a corridor or servl/ an occupant load of 30 or more may be:A. constructed of fire retardant treated wood B. one hour fire resistive constrarctionc. wood panels or similar up to six feet in height.-- Sec. 603.1, Exception 8 9. Parking surfaces shall be of concrete or similar noncombustible and nonabsorbent materials. Asphalt parking surfaces are permitted at ground level . -- Sec. 406.2.6 13. When the vertical distance from the upper floor to the roof is 2O'-."feet or nore, fire-retardant -treated wood shall be allowed in buildinge including girders and trusses as part of the roof construction. -- Table 601, c.3. nage # 5 Code revier,r for: Proj ect Id.: Westhaven Condos Address z L325 Weethaven Drive SHAFT REQUTREMENIS: Openings other than those necessary for the purpose of the shaft 6hall not be permitted. -- Sec. 707,7.L Penetrationa other than tho6e necessary for the purpose of the shaft shall not be permitted. -- sec. 707.8.1 ShafEs that do not extend to the bottom of the building shall: 1. Be enclosed at the lowest level with the same fire-resistance rating as the lowest floor but not less than the rating of the shaft encfosure; or 2. Terminate in a room having a use related to the purpoae of the shaft. The room and openings shall trave a fire-resistance rating at lfa6t equal to the shaft enclosure; or 3. Be protected by approved fire damlrers installed at the loweet floor leve1 within the shaft enclosure. - - Sec. 7O7 .1-7- PENETRATTONS OF FTRE RESISTTVE ASSEI'{BLIES -- Sec. 7A2 WALI-,S ASSEMBIJfES -- Sec. 7L2.3 Through penetsrations of walls : 1. Penetrations shall be installed as tested in the fire resistance rated assembly. -- Sec. 7L2.3.!.L 2. Penetrations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an f rating of not less than the required N{EDrating of the wall penetrated. -- Sec. 7]-2.3.1.2 Exception: Where penetrating items are steel, ferrous or copperpipes or steel conduits, the annular 6pace between the and the penetrating itsem and the fire resistance rated wall shall be permitt.ed to be protected as follows: 1. In concrete or rnasonry wa1ls where the penetrating item is a maxLmum of 5 inches nominal diameter and the openings is a maximurn 144 square inches, concrete, grout or mortar stralI be permitted. 2. The material used to fiII t,he anrrular space shall prevent the passage of flame and hot gasses sufficient to ignite cotton. Page # 6 Code review for: Project Id. : Westhaven Condos Address: 1325 Westhaven Drive Me brane penetrations of walls: The requiremenEs are the sane as for througrh penetrations. - - sec. 7L2.3 .2 Exceptions: 1-. Steel electrical outlet boxes that do not exceed L5 square inches provided that the area of such openings does not exceed 100 square inches for any L00 aquare feet of wall area, Boxes on opposite sides of the assedbly shall be separated by a horizontal distance of not lesa than 24 inches. 2. Sprinklers with metal escutcheon plates. FI,OOR,/CEII-,ING AND ROOF,/CEII,ING ASSEI4BIJIES -- SEC. 712.4 Through penetrations of fire-resistive horizontal assemblies : 1. Through penetrations shall be installed as teated in an approved f i.re resistance rated assembly. -- Sec. 71-2.4.L.1 2. Penet.rations shall be protected by an approved penetration firestop system with a minimum positive pressure differential of 0.01 inch of water and shall have an F rating and a T rating of not less than t hour but not less than the required rat, ing of the floor penetrated. -- Sec . 7]-2.4.L.2 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits,pipes, tubes and vents through a single concrete floor, the arurular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum eize of the penetrating items is equivalent to a 6-inctr diameter and the opening is a maximum of !44 square inches. 2, Electrical outlet boxes that have been tested for use in fire -assemblies. Membra-ne penetrations of fire-resistive horizontal assemblies : The requirements are the same as for through penetrations, -- Sec. 7L2.4.2 ExcepUiona:1. Wtren penetrating items are steel, ferrous or copper conduits, vtu I'JW electrical out,let boxes, pipes, tubes and vents through concrete or nrasonry and the annular space is protected by an approved penetration firestop assembly or protected to prevents the free passage of flame and products of combustion. such penetrations shall not exceed an aggregate area of 144 square inctres in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire- assemblies.3. sprinklers with metal escutcheon plates. Page # 7 Code review for: Proj ect Id.: Westtraven Condos Addresg: 1325 we sthaven Drive DUETS AIVD AIR TRANSFER OPENINGS -- Sec. 7!6 Dampers shall be accessible for inspection and servicing. 716 Where reguired. -- sec. 7L6.5 1. Fire walls. -- Sec. 716.5.L 2. Fire barriers -- Sec. 715.5.2 See exceptions 3. Shaft enclogures -- sec. 7L6.5.3 See exceptions 4, Fire partitions -- Sec. 715.5.4 See exceptions 5. Smoke barriers -- Sec. 7L5,5.5 ( smoke damper) See exceptions oCCUPAIICY SEPARiATTONS - - Sec . 3o2 .3 . 2 and Table 302 .3 . 2 R-2 to S-2 = 1-hour fire barrier H::':3:.#r:::: :iT"ii:1i;.i* required to be protected with 3/4 n,t2't NOTE: Areas used only for private or pleasure vehicles may be reduced by t hour. -- Ta.ble 3O2.3.2t c. Except when required by Table 302.1.1, accessory areas occupying 108 or less of the area of any floor and not more than the area or heightlisted in Table 503 are not required to be separated. -- Sec. 302.2 4 aa' _/ SEPARATION OF TNCTDENTAL USE AREAS -- Table 302.1.7- ,-F\rrnace rooms where any pi-ece of equipment is over 4OO,00O BTa ,,/per hour input -- Smoke barrier -- Sec. 302,1.1.1 Rooms wl-th any boiler over 15 psi and 10 horsepower -- Smoke barrier -- Sec. 302.L.L.L Refrigerant machinery rooms -- Smoke barrier -- Sec. 302.1.1.1 Parking garage s -- t hour and an automatic spri.nkler system Incinerator rooms -- 2 trours and an automatic sprinkler system I-,aundry room6 over 100 square feet -- Smoke barrier -- Sec.302.1.1.1 Storag:e rooms over 100 sqluare feet -- Smoke barrier -- Sec. 3O2.1.1.1 waste and linen collection rooms over L00 square feet -- Smoke -- Sec.302.1.1.1 owelling units are required to be separated by a fire partition. -- Sec.708.1 The mi.nimum fire-resistance Exception 2 rating shal1 be L/2 hour. -- sec. 708.3 Openings in partitions are required to have a 1/3 hour rating. -- Table 715.3 Note: This list covers only the most comnon uses. see Table 302.1.1 for a complete list.L-tt' l I I Code rewiew for: Project Id.: Westhaven Condos Address z t325 Westhaven Drive EXIT REQUIREMEIITS: FI-, NAME NT'MB MIN MIN OCC EXITS WIDTH Page #8 PA}IIC CORRIDOR DOOR NOTES HD$IR RJATING SWING 5 Condos TOTAL FOR FLOOR 4 Condos TOTAI FOR FI-,OOR 3 condos TOTAL FOR FLOOR 2 Condos TOTAI, FOR FI-,OOR 1 Parking Garage TOTAI-, FOR FIOOR A b b ftb h s 4! 23- -*--&- &- -# 56- *- 78 7A 3.5 4.6 8.7 11. 6 8.4 11 .5', 8.4 11. 5 2 2 2 2 2 No No No No No No No No t/2 hr N/RN/A N/R L/2 hr outt hour Out L/2 hr Out 1 t hour Out L4 L/2 hr out 1 1 hour Out 14 2 LL.1 2 LL.7 No None Out 1- No None Out FOOTNOTES:1. Two exits a1lowable L4. Occupant required NOTES FOR EXIT TABI,E Door swing is based on Section 1008.1.2 OccuDant load is based on SecLion 1004 and Table 1004.1.2 are required from this area since the occupant load excee d>-.' in Ta.ble 10L4 . L load and exit width have been adjusted to maintain the._----/ capacity from floor above. -- Sec. 1005.1 \ Exit width is in inctres and based on Section 1005.1- S. Table !OOi.Lq Width sholvn for alL areas is based on other egress coryor;ier:Es.^/,.1 Width shown for lst floor is based on other eg:ress components ./- Width 6hown for other floors & basements is based on sgllrwaysy' For the minimun width of doors, see Section 1008.L.LV ' .,For the minimum Hridth of corridors, see section L0L6.2 For the minimun width of stairwavs, see Section 1009.1.\'' Exits shall be continuous from the point,of entry int,o the exit the exit discharge. -- Sec- 1003.5' ,/\-/ If 'CORRIDOR RATING' = N/A There is no corridor in this area. Page # 9 Code review for: Proj ect Id.: We sthaven Condos Address: 1325 Westhaven Drive If TCORRIDOR R,,ATfNG' = None Walls and ceilings of corridors are not required to be fire-resistsive unless they are required to be fire-resistive based construction tl4)e. -- Table 1015.1 There is no restriction as to the arnorrnt and tlpe of openings unless protection of openj.ngs is required by some other code provision. If 'CORRIDOR RATING = 1 trour or l/2 hr WalLs shall be fire-resistiwe -- Table 1015.1 walls shall extend to the underside of the floor/roof slab or deck or to the fire-resistance rated floor/ceiling or roof/ceilLng assembly a-bove. -- sec. 708.4 Exception 2: where the room- side membrane is carried through to the underside of a fire resistance rated floor or roof, the ceiling of the corridor shall be pennitted to be protected by the use of ceiling materials aa required for a l-hour rated sygEem or the ceiling shal1 be constructed as required for the corridor wa11s. ./ Door openi-nlJs are required to be protected with 20 minute (a/z }:ro:ur) 1 .-'fire assenblies. -- Sec. 715.3.3 & Table ?15.3 Doors shall be self-closing or automatic-closing. -- Sec. 715.3.'7 Doors shal1 hawe an active latch bolt that will secure the door when closed. -- Sec . 7L5.3.7.1 Window openings are required to be protected with labeled 45 minute Q/a-firg-hour) fire-assedblies. -- Sec. 7l-5.4 & Table 7L5.4 L/ Exception: Glazing in 0.S-hour walls is permitted to have an O.33-lnour[,1/+) rating. The total area of windows shalI not exceed 25 percent of the area of a 7'conrmon wall with a-rry room. -- Sec. 715.4.7.2 / Corridorg shall not serve as supply, return, exhaust, relief orventilation air ducts or plenums. -- gec. 1016.4 See ExcepuionsFire resLstant corridors shall not be interrupted by int,ervening rooms. -- Sec. 1016.5 Exception: Foyers, lobbies or reception rooms constructed as required f corridors. W?ren more than one exit is required, exj.! access sha1I be arranged such ttrat there are no dead ends in corridors more than 20 feet. -- Sec. 1016.3 .^ Page # 10 Code review for: Projeet Id. : We sthaven Condos Address: f325 Westhaven Driwe EXTT SEPAXATTON In areas where 2 exits are required, the minimum separation is 1-/3 of '?the maximum diagonal of the alea or floor measured in a straight line t between exits or exit access doorways.-- sec. 1014,2.1, Excepiion z MF/-QMultiple means of egress shall be sized such that the loss of any one means of egress shall not reduce the available capacity by more than 50 Dercent. -- Sec. 1005.1 EXIT SIGNS Exits and exit access doors shall be marked by an approved exit sign. Signs shal1 be placed where the exit or the path of egrees travel is not inrnediately visible. No point to be more t,han 100 feet from an exits sign. -- Sec, 1011 .1 Exception 1: Exit signs are not required in rooms or areas which teq:ui-re,r,/ only one exit . Exception 2: Maii exterior exit doors which obviously and clearly ^turrz/identifiable as exits need not be signed when approved. Exit signs sha11 be internally or externally illuninaEed. u.'/ -- Sec. 1011 .2 Exit sigrx shall be illuminated at al-I times including during loss o primary power. -- Sec. 1011 .4 & Sec. 1011 .5.3 BOL? LOCKS: Manually operated flush bolts and surface bolts are not permitted. -- Sec. 1008.1.8.4 Exceptj-on 1: Bolt locks are per.mitted on doors not required for egress \.(9tin dwelling units. IJOCKS AtiID ITATCHES: ,\..@s\^AFEgress doors shall be readily openalrle from the egress side without the -use of a key or any special knowledge or effort. -- Sec. 1008.1.8 4r;$)ury- Locks and latches shall be permitted to prevent operation where any of the following exists: Exception 3: Where egress doors are used in pairs, automatic flush bolts sbafl be pennitted to be used, provided the door leaf having the automatic flueh bolts has no doorknob or surface -mounted hardware. Exception 4: Doors from individual dwelling or sleeping units of Group R ,r/occupancies having a.n occupant load of 10 or less are permitted to be equipped with a night latch, dead bolt or security chain, provided such devices are openable from the inside without the use of a key or tool . ADDTTIONAIJ DOORS: Wtrere addit,ional doors are provided for eglress purposes, they shall conform to uhe recruirements in Section 1008.1 I,ANDINGS AT DOORS: Page # 11 Code review for: Project Id,: We sthaven Condos Address: 1325 westhaven Drive 1. The re shall be a fl-oor or landing on each side of a door. -- Sec. 1008.1.4 2. Such floor or landing shall be at the sarne elevation on each side of the door. -- Sec. 1008.1.4 3. The floor or landing shall not be more |-'}:arL l/2 inch lower than the threshold. -- sec. 1008.1.6 4. Landings shall have a rirridth not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall t _-._-not reduce the landing dimension to less than one half it required (- width. The minimum length in Lhe direction of exit travel is 44 inches. -- Sec. 1008 .1.5 5. The 'space between two doors in series shall be 48 inches p1u6 the width of door swinging into the space. -- Sec. 1008.1.7 EMERGENCY ESCAPE AIiID RESCUE: Emergency escape and rescue openings are not required. -- Sec. lo25.l, Exception 1 V'a W-"cu't poFrrl 't*,rO lr/ Page # 12 Code review for: Project Id.: Westhaven Condos Address: 1325 Westhaven Drive STAIR REQUIREMENIS: Dwelling stairs: within indivldual dwelling units. 1. A stairway must be at least 35 inches wide. -- Sec. 1009.1, Exceptsion 1 2- T};ie maximum rise of a atep is 7 3/4 inches and the minimum run is 10 inches. A nosingi not lese than 3/4 inches but not more than L L/4 V(Ainches shall be provided on stairways with solid risers where the tread depth is less than 11 inches. -- See. 1009.3, Except.ion 5 3. Provide a handrai I on at least one side of stairway. -- Sec. 1009.11, Exceplion 2 Handrail height, measured abowe stair tread nosing, shalI _--a,.be not less than 34 inches and not more than 38 inches V.'rp-- Sec. 1009.L1.1 Stairways: 1. The riser heights shall not be less than 4 inches or greater Ehan 7 inches. The minimum tread depth is 1.1 inches. -- Sec. 1009.3 The maximum variation is 3,/8 inch between the largest and. the smallest .--/j.n a stairway flight. -- Sec. 1009.3 2. The minimum width of a stairway is 35 inches, 44 inches if the occupant load is greater than 50. -- Sec. 1009.1 Also, check exit table above to see if minimum width is greater than 44 inches. 3. Provide a handrai 1 on each side of stairrays. -- Sec. LOO9.LI Handrail height, measured above stair tread nosing, shall be not less than 34 inches and not more than 38 inches. -- Sec. 1009.11.L Handrails with a circular cro6s section shall have an outside diarneter of at least 1 1/4 inches and not greater than 2 inches or shall provi.de equivalent graspability. -- Sec. 1009,L1 .3 Handrail - gripping surfaces sha1l be continuous without interruption by newel post or other obstructions. -- Sec, 1009.11.4 Handrails shall return to a wa11, gruard or the walking surface or sha1l be continuous to the handrai I of an adj acent at.air flight. Where handrails are not continuous between flights, the handrails shall extend trorizontally at least 1-2 inches beyond the top riser top riser and continue to slope for the depth of one tread beyond the bott,om riser. -- Sec. 1009.11.5 4. Open sides of walking surfaceg which are located more than 30 above the floor or grade below are required to have a grrard. -- Sec. 10L2.1 inches lrFtn kJ&i 5. The minimum height is 42 inches. -- gec. 3-0L2.2 within individual dwelling units Except j.on: Guards whose top rail also serves as a handrail shall have. ,/a height not less than 34 inctres and not more thErn 38 inches measlrredl,,/ vertically from the leading edge of the stair tread nosing. 6. open grrards shall have balusters or ornamental pattern such that a 4-inches diameter sphere carurot pass through any opening up to a height of. 34 inches. From a height ot 34 inches above the adjacent , _-._.,walking gurface Lo 42 inches above the walking surface, a sphere L- 8 inches in diameter shall not. pa66. -- Sec. L0L2.3 Exception 1. The triangular opening formed at the riser, tread and gruardrail may be 6 inches. Page # 13 Code revl-ew for: Project Id.: We sthaven Condos. Address: 1325 Westtraven Drive Exception 3. Area6 which are not open to the public within I-3, F, H, or S occupancies, balueters, horizontal int.ermediate. rails, or other construction shall not permit a sphere with a diameter of 21. inches to pass through. 7. The minimum headroom clearance is 80 inches (5 ft.- I inches. ) measured vertically from a line connecting the edge of the nosing. Headroom sha1l be continuous to the point where the line intersects \----..."the landing be1ow. The minimum clearance shall be maintained the full wldth of the stairway and landing. -- Sec. 1009.2 8. Enclosed usable space under the stairs is required to be protected by 1-hour fire-resistive constmction or ttre fire-reeistance rating of the stairway enclosure, whichever is greater. -- Sec, 1019.1.5 9. A flight of stairs shall not have a vertical rise greater than 12 feet between floor levels or landings. -- Sec. 1009.5 ffil STAIRWAY ENCI.TOSI]RES : 1. Stairways are required Eo be in 2 hour fire resistive exit enclosures. W-,'-- Sec. 1019.1 Exception 4: Stairways that are not a required me€rns of egress element only need to compLy with shaft enclosure requirements in Section 7O7 -2 ./See Exception 2 to shaft enclo€rures in Section 707.2 ,,.,'Exception 7 in Sectio\ 707.2, Not reguired if: -/7.1 Does not connect more tha-rr two stories. 7.3 Is not concealed. 7.4 Is not open to a corridor in Group I and R. 7.5 Is separated from openings to other floors by eonstruction complying wLth shaft reguirements, 2. The openings into the exit enclosure are required to be 1 L/2 leour fire assemblies. -- TaJoIe 715,3 \ ./ Openings into enclosure are litnited to those necessary for exit acc,esdl /to the enclosure from normally occupied spaces and for egress from theV enclosure. -- sec. L019.1.1 Doors shal1 be self-closing or automatsic closing. -- sec. 715.3.7 o Code review for: Project Id. : Westhaven Condos Address: 1325 west haven Drive Exception: Access to an unoccupied roof may be door not less than 1t square feet in area and dimension of , f.up/=--==- Exit enclosure must discharge directly to the ext.erior of the building. -- Sec. LO23-L Exceptsion 1: 50 percent of the nunlcer and capacity tnay exit through areas on the leve1 of discharge provided all of the f olloluing are met : 1.1 There is a free and unobstructed way to the exterior that is readily visible and identifiable form the exit enclosure. Exeeption 2: 50 percent of the nr.rmber 'and capacity may exit through - . ./a vestibule provided all of the following are met: Wl , t/2.2 The depth from the exterior of the building is not greater than ^^-<5ffill,J,11L0 feet and the length is not greater than 30 feet. (lY- - 2.3 The vestibule is separated from the remainder of the level of exit dj-scharge by construction providing at least the equivalent of approved wired glass in steel frames. 2.4 The vestibule is used only for means of egress and exits directly to the outside. The walls and soffits within enclosed usable spaces under stairways shall be protected by 2 hour fire resistant construction. Access to the enclosed usa-ble space shall not be directly from within the stsair enclosure. -- Sec. 10L9.1.5 A sigin shall be provided at each floor landing designating the floor Ievel, the terminus of the top and bottom of the stair enclosure, and the identification of tlre stair. -- Sec. 101"9.1.7 STAIRWAY TO THE ROOF: One stairway sha1l extend to the roof surface rrnless the roof has a slope steeper than 4 units vertical in 12 rmits horizontal . In buildings without an occupied roof, access to the roof from the Eop story shall be permitt,ed to be by an alternating tread device. -- Sec. LO09.l2 Access to roof shal1 be provided through a penthouse complying with lfiSection 1509.2 I v a. q Page # 14 a roof hatch or trap having a minimum PfrD Page # L5 code review for: Project Id.: Westhaven Condos Address: 1325 westhaven Drive ELEVATOR REQUIREMENTS : 1-. An approved pictorial sigrr of a standardized desigm shall be posted adjacent to each elevator caLl station on all floors instnrcEing occupanus to use the exit stjllg{ays and not to use the elevators ' in case of fire. -- secf-T0A2.i) 2. ln al.l structures four i5flmore stories in height, at least one e].eva!lo2.? shall be provided that can accommodate an ambulance - t14)e stretcher W 76 inches by 24 inches in the horizontal position. -- Sec. 3OO2.4 3. Hoistways oi elevatora penetrating more than three stories st.all be --'provided luit,h a me€ur6 for venting smoke and hot gases tso the ouEer / air in case of fire. -- Sec. 3004.1 RAMP REQUIREMENTS: 1. The minimum width is ++ inches. If a ramp serves an occupant load of 50 or IesE, it may be 36 inches wide. If the ramp is serving a high occupant load, check exit table above for required width. -- Sec. 1010.5.1 & 1016.2, Exception 2 2. If the ramp is part of the means of egress, the maximum slope is 1:12. Al-1 other ramps may trave a slope of 1:8 or less. -- sec. LOL0.2 3. The rise for any ramp shall be 30 inches maximum. -- Sec. 1010.4 4. Landings shal1 be provided at the top, bottom, points of turning and at doors. -- Sec. 10L0.5 I-,andings sha1l have a length of at least 5 feet in the direction of travel . -- Sec. 1010.6.3 W?rere changes in direction of travel occur at landings, thelanding shall be 50 inctres by 60 inctres minimum. -- Sec. 1010.5.4 5. The surface shall of slip-resistant materials that are securely attached. -- Sec. 1,O7O.7.1, 6. Handrails shall be per stair requirements. -- Sec. 1010.8 A rail shall be mor:nted below the handrail 17 to 19 inches at'ove the ramp or landing surface. -- Sec. 1010.9.1 7. A curb or barrier shal1 be provided that prevents the passage of a 4-inch diameter sphere, where any portion of the sphere is within 4 inches of the floor or ground surface. -- sec. 1010.9.2 fs'^l**l f4ovr> EXIT ACCESS TRAVEL DISTAT'{ICE: , -//The maximum travel distance in Group R is 250 feet. -- Table ]-o]-5.1 L,a ./The maximum travel distance in Group S2 is 400 feet. -- Tab1e 1015.1.-/ Page # 16 Code review for: Project Id.: We s thawen Condos Address: 1325 westhaven Drive BUII-,DING ACCESS IBII-,ITY 1. In addit.ion to accessible entrances required by Sections L105.1.t , ,,-through 1105.1.6, aE least 50 pereent of all public entrances shall be accessible. -- sec. 1105.1 ,..2. At least one accessible entrance shall be provided to each Lenaniu,v/ dwelling trrrit and sleeping r:nit in a facility. -- Sec. 1105.1.5 3. Wtrere parking is provided, accessible parking spaces hall be provided -''in compliance with Table 1105.L -- sec. 1105.1- 24. AU least one accessible rout,e shaLl connect each accessible leve1 ..,2" -4. AU J-eagc One aCCeSSTDIe rouce SnaIJ. connect, eacrr accesstble LeveL../ "-- Sec. LLO4.4 See exceptlons. \"" 5. Accessible routes shall coincide with or be located in the'same area as a general circulation path. Where the circulation path is interior, the accessible route shall also be interior. -- Sec. 1104.5 5. On floors where drinking fountains are provided, at least 50 percent, )but not less than one for:rrtain straIl be accessible. -- Sec. 1109.5 \-'/ Accessible dwelling units shall be provided in accordance with Table 1107.5.1.1 ROOFTNG REQUIREMEIiIITS : 1. The roofing on this building is reguired to be Class C. -- Table L5O5- STANDPIPE AND HOSE SYSTEMS -- Sec. 905 Class III standpipe systems shall be installed throughout buildings where the floor level of the highest story is located more than 30 feet above the lowest level of fire department vehicle access. -- Sec.905.3.1 Exception: Class I standpipes are allowed in buildings with an automatic sprinkler system. See sections 905.4 and 905.5 for required locations. See section 905.'7 for cabinet requirements. v@9 Page # 17 Code review for: Project Id. : Westhaven Condos Address : l-325 westhaven Drive FIRE ALARM SYSTEM -- Sec. 907 A manual fire al-arm system is required. -- Sec. 907.2.9, #! Exception 2: Manual fire alarm boxes are not required wtren the following conditions are met: The notification appliances wilL activate upon sprinkler water flow, and At least one manual fire alarm box is installed at approved location. Exception 3: Arr alarm system is not required in buildings without an interior corridor serving dwelling units and each unit has an egresa door opening directly to an exteri-or exit acceas leading to an exit, or are served by open-ended corridors designed in accordance with Sectiorr 1022.5, Exception 4 Single or multiple station smoke alarms shal1 be installed in corridor or area giving access to each rooms used for sleeping purposes, in sleeping rooms, and on each fIoor. -- Sec. 9O7.2.10.1.2 If the automatic sprinkler syatem ig connected to building fire alarm system, automatic heat detection is not required. -- Sec. 907.2 I.,IGHT AND VENTII,ATION 1. Every space intended for human occupancy shall be provided with natural 1ight. The minimum net g,lazed area shal1 not be less than 8t of the floor area. -- Sec. 1-205.1 and 1205.2 Any room is permitted to be considered as a portion of an adjo room where one half of the area of the conunon waII is open and unobstructed and provided not less than one tenth of the floor or 25 sqfuare feet, whichever is greater. -- Sec. L2O5,2.I Artificial light shall be provided that is adequate to provide average illumination of 10 foot candles over the area of the room at a height of 30 inches above the floor. -- Sec. 1205.3 2. Natural ventilation of an occupied space shall be through windows, doors, louvers or other openings to the outdoors. -- Sec. 1203.4 - The minLmum openalrle area to t,he outdoors shall be 4 percent of the floor area. -- Sec. 1203.4.1 Any room is permitted to be considered as a portion of an adj oining room where unobstructed openinga are provided that trave an area not less than 8t of the floor area of the interior room but no less than 25 square feet. -- Sec; 1202.3.1.1 Wtren openingE are below grade, clear space measured perpendicular to the opening sha1l be one and one half times the depth of the opening. - - sec. L2O3 .4 .1,2 3. Rooms containing bathtubs, Ehohrers, spas and similar bathing fixtures shal1 be mechanicallv ventilated. -- sec. 1203.4.2.1, Page # 18 Code review for: Project Id. : Westhaven Condos Addregs: 1325 we sthaven Drive CEILING HEIGHTS: Occupiable spaces, habita-ble spaces and corridors 6hal1 have a ceiling /height of not less than 7 feeE 5 inches. Bathrooms, toilet rooms, /kitchens, storage rooms and laundry rooms shaIl be permitted to have a ,Zceiling height of not less than 7 feet. -- Sec. a2O8.2 / WAIJL A}ID CEILING FINISH: 1. WalI and ceiling finish rnaterials are required to comply with Sec. 803.5 and Table 803.5. 2. Textile wall coverings shall lnve Class A flame spread index and /shall be protected by automatic sprinklers or meet the criteria in ./Section 803.6.1.1 or 8O3.5.L.2. -- Sec. 803.6.1 -.-3. eaa?e t and similar textile materials used as a ceiling shall have f Class A flame spread index and be protected by automatic sprinklers. - - Sec. 803 .6.2 4. Expanded vinyl wall coverings shal1 comply with the requirements for,/' texti-le wall and ceiling materials. -- Sec. 803.7 5. Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches -- Sec. 1210.1 5. Walls within 2 feet of urinals arrd water closets shall hard nonabsorbent surface, to a height of 4 feet above -- Sec. l2LO.2 have a smooth-,the floor. INSI'I,ATION NOTES: 1. Insulating materials shall have a 25 and a smoke developed index of (concealed installation) and Sec. Foam plastic insulations are ADDITIONAI, REQUIREMETiTTS : For R-2 occup€rncy For S-2 occupalcy flame - spread rating of no more thaa/ not more than 450. -- Sec. 7L9.2 7t9.3 (exposed installation) required to be protected. -- Sec. 2603 Floor-lst Occupancy-Parking Garage /.\Vehicle barriers not less than 2 feet high are reguired where t-.}re r/ difference in elevation is greater than 1 foot. -- sec. 406.2.4 Vehicle barrier systems shalI be designed to resist a single load 5,000 por:nds applied horizontal . -- Sec. 1607.7.3 Not,e: Garagea accormnodating trucks and buses shall be designed for ttrat use. Page # 19 Code review for: Project fd.: We sthaven Condos Address: 1325 Westhaven Drive ACCESSIBI-,E FACILITIES. ,-4 NOTE: Except as noted, section numbers listed below are from ' /rcc/Ar.rsr A117.1-1998 / WATER FOIJ}CTAINS AND WATER COOI-,ERS: /Accessible units must comply with the following: /1. Spout is to be within 36 inches of the floor. -- sec. 602.4 2. Spout arranged for parallel approach shall be located 3/L/2 inches maximum from the front edge. Units with a forwat'd approach sha1l have the spout L5 inches minimum from the vertical support and 5 inches maximum from the front edge of the unit. r -- Sec. 602.5 , 3. spouts shall provide a flow of water 4 inches heighti minimum. -- Sec. 602.6 TOILET FACII.TITIES: 1. A 50 inch diameter turning space or T- shaped space is required in the toilet room. -- Sec. 603.2.1 and 304.3 Doors shall not swing into the clear floor space fof any fixture. 603.2.3 See exception for roorns used for individual\use. 2. Water closet shall be molrnted adjacent to a side wa1l or partition. The distance from the side wall or partit.ion to the centerline of the water closet shall be 16 to 18 in. Sec. 504.2 3. when the accessible water closet is not in a compartment: Clearance around the water closet shall be 60 inches minimum, measured perpendicular to the side waI1, and 55 inghes minimum, measured perpendicular to the rear waII. -- Sec. 504.3.1 4. when the accessible water closet is in a compartment: Wheelchair accessible comparEments shall be 50 inc\es wide minimum measured perpendilular to the side wa1I, add 56 inches deep minimum for wall trurrg water closets and 59 incfres deepfor floor morrnted water closets, measured perpendicr,rlar to the rear wall . -- Sec. 504.8. L.1 Compartment doors shall not swing into the minimum rpquired compartment area. -- Sec. 604.8.L.2 Page # 20 Code review for: Project Td. : We sthaven Condos Address1. L325 westhaven Drive 5. Grab bars shall have a circular cross section with a diameterI L/4 i,r:c}r minimum and 2 inches maximum, or sha1l provide equivalent graspability. -- Sec. 609.2 The space between the wall and the grab bar sha1l be 1 Sec. 509 .3 Grab bars shal1 be mount,ed in a horizontal position 33 minimum and 36 inches maximum above the floor. -- Sec. 609 of the backwall and extend to 54 inches from the back wall. (The minj-mum length of the bar is +Z Ln) -- Sec. 504.5.1 b. The rear bar shaI1 be 24 in long minimum, centered on the water closet. Where space per.rnits, the bar shall- be 36 in long minimum, with the additional length provided on the transfer side. -- sec. 604.5.2 5. The top of the water closet seat,s shall be 17 to 19 inches above the floor. -- Sec. 604.4 7. Accessible urinals shall be of the stal1 t1rye or wall the rim aE )-7 inctres maximum above the floor.Sec. t/2 ches. hung with 60s,2 8. 9.Sinl<s shall be 61l2 inehes deep maximum. -- Sec. 605.5 water supply and drain pipes under lavatories shal1 be insulated or otherwise treated to protect against contact -- Sec.506.6 11. Mirrors shall be mounted with the bottom edqe of the refl surface 40 inches maximum above the floor. -- Sec. r. 'l' Page # 21 Code review for: Project Id. : Westhaven Condos Address: 1325 Weethaven Drive GI..AZ ING REQUIREMEIf,TS A1l glazing in hazardous locations is required to be of safety glazing material . -- Sec - 2406.L Locations: -- Sec. 2406.3 L. Glazing in swinging doors except jalousies. 2. Glazing in fixed and sliding panels of sliding patio door asseriblies and panels in sliding and bifold closet door assemblies. 3. Glazing in storm doors. 4. Glazing in all unframed swinging doors. 5. Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in dny portion of a building wall enclosing these compartments where the bottom e>rposed edge of the glazing is less than 50 inches above a standing surface. 6. Glazing in fixed or operable panels adj acent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of' either vertical edge of the door in a closed position and where the bottom e:<posed edge of the glazing is less than 50 inches above the walking surface . Exception: Panels where there is an intervening wall or other pennanent barrier between the door and glazing. 7. Glazing in an individual fixed or operable panel , other than those locations described in items 5 and 6 a.bove, th.an meets all of the following conditions : 7.1 Exposed area of an individual pane greater than 9 square feet. 7.2 E>q)osed bottom edgie less than 18 inches above the floor. 7.3 Exposed top edge greater than 35 inches above the floor. 7.4 one or more walking surfaces within 35 inches horizontally of the plane of the glazing. See Exceptiona. 8. Glazing in giuards and railings regardless of the area or height above a walkj-ng surface. 9. Glazing j.n wal1s and fences enclosing indoor and out,door swinrning pools, hot tubs and spas where all of the following are present: 9.1- The bottom edges of the glazing on the pool or spa side is less ttran 50 inctres above the walking surface. 9.2 The glazing is within 50 inches of the water's edge. 10. Glazing adjacent to stairways, landings and ramps within 35 lnches horizontally of a walking surface when the glass is less than 60 inches above the plane of the walking surface. 11. Glazing adjacent to stairways within 50 inches horizontally of the bottom tread of a stairway in any direction when the extrrosed glass is less tban 60 inches above the nose of the tread. See Exceptions . \..-{f Page # 22 Code review for: Proj ect Id.; Westhaven Condos Address: 1325 Westhaven Drive ATTIC REQUIREMET{TS: 1. Provide an aecess to all attic areas with a clear height over 30 inches. The minimum size is 20 inches by 30 inctres. There must be 3O inches or more clear height above the access. -- Sec, 1-209.2 Note: Opening may be required to be larger if mechanical eguipments is located in the attic space. See the International Mechanical Code -- Sec. 1209.3 2. Provide croas ventilation in all attic areas. The net free vent area shal"l not be less than 1 square foot for each L50 square feet of attic area with 50t of the required ventilating area provided by ventilators Located in the upper portion of the space at least 3 feet above eave or cornice vents. -- Sec. t2O3.2 Exception : The minimlrm vent area may be 1./3oo if a vapor retarder having a t.rangmission rate not exceeding L perm is installed on the warm side of the attic insulation and 50 percent of the required vent area is Located in the upper portion of the space at least 3 feet above eave or cornice vents. hpaftment of Conmunity Developnent Euilding Safety and Insp{tion *rui@s 75 South Fronbge R@d Vail, Colondo 81657 970-479-2138 FAX 9704n-2452 www.uailgov,com BUIIDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: FD(/Email #: Contractor/Aoplicant lL Viele Construction Architect Morter Architects Tony Faulhaber pO#0310 tonyjPvieleconstruction.com 47 6.07 t0 NUMBEROF PAGES: FROM: DATE: BUITDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBEROF STORIES: BUILDING AREA: 10 Building Safety and Inspection Services 0s1021200s 805-0219 il!T'i'.1",*n Drive $ffi[ ee ffi op$ R-2/S-2 II-BII.B 5 54,345 s.f. The documenb submitted for this project have been reviewed for compliance with the 2003 International Building Code,2003International ResidentialCode, 2003International Mechanical Code, 2003International FuelGas Code, 2003International Plumbing Code, 2003 International Energy Conservation Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The fotlowing @mmen9 wilt nd to E addrcsd prior b issuane of a bultding permit: For processing:o Please submit four comolete sets of revised construction documents containing the reouested information with all olan revision items clouded or otherwise identified. Please resLond in writinq to each comment bv markino the attached list or creatinqa 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 buildino permit aoplication number noted. Please be sure'to include on the resubmittal the enghee/s or architecfs "wet" stamo. sionature. registration number and date on the cover page of any structural calculations, all structural details and structural sheeb of the plans. For commercial or multi-family oroiects all sheets of the plans must be stamoed. 1 Please coordinate plan resubmittal with Town of Vail Public Work Commenb and Vail Fire and Emergency service comments so all depaftment commenb are addressed on the revised plan sets. Architectural Comments:2 Provide individual 2 hour shaft enclosures for the fireplace chimneys per IBC 707. Fireplace chimneys cannot be provided with a smoke/fire damper at each opening into the shaft therefore shafis are required for each chimney. 3 Provide a parapet at the e)terior east wall of building A where located within 10'of the property line, or provide construction complying with one of the exceptions in section 704.L1. 4 Elevator shaft openings into coridors require doors with smoke rated listing per IBC 715.3.3. Revise plans to provide the additional door. 5 Provide complete construction details or copies of all UL, IBC or other fire resistive assembly listings for each fire resistive assembly used in the building on the plans. Include all fastening and attachment requirements for assemblies per the assembly listing. 6 Provide complete STC rating for all walls and floors between dwelling units and between dwelling units and corridor or stairway spaces. A minimum STC of 50 is required. IBC 1207 7 Label door P12A on sheet A2,0. 90 minute rating is required. 8 Label door into stairway 160 on sheet A2.1. 90 minute rating is required. 9 Provide 90 minute door at door 163A. There are window openings into the building within 10' of the exterior stairway door. IBC 1019.1.4 10 Specifr all wall types on stairway 160 on sheet A2.1. 11 Revise exterior elevations and exterior finish materials to show compliance with IBC 1405.4. Fire treated wood is required above the 3'story. Non-combustible trim and siding is required above per t406.2.2. Also coordinate with elterior finish ceiling plans and decks and overhangs. 12 Amend wall type at master bedroom 105 to indicate t hour wall construction where Wl is referenced. Sheet A-2.10 13 Include 2 hour wall type tag on wall adjacent to stairway enclosure on A2,13 unit 8102 plan. This wall type does not appear on sheet A2.1 14 Include 2 hour wall type tag on sheet A2.11 at master bedroom 134 wall adjacent to fireplace chimney shaft. 15 Include complete top of wall construction details for all 1 and 2 hour fire rated walls that continue to concrete deck floor/ceiling or roof/ceiling. Show how fire rating will be maintained at metal pan decking. Notes on Sheet A6.1 do not indicate how fire rating will be accomplished. 16 Clearly detail top of wall condition at the stairway and elevator shaft termination per IBC 707.5, Coordinate any beam pockets with structural plans. 17 Show 2 hour shaft wall at unit 8101 plan, sheet A2.12 where wall type W18 is shown at corridor area. 18 Label door at entrance to stairway 219. 90 minute rating is required. Sheet A2.2 19 Label door at entrance to stairway 356. 90 minute rating is required. Sheet A2.3 20 Include a complete door schedule on sheet A2.3 for all doors on this level. 21 Revise sheet A2.21 to show 2 hour shaft walls at the mechanical shaft adjacent to entry 331. 22 Revise Sheet A2.1 to show 2 hour wall at the stairway wall adjacent to mudroom 355, 23 Show 2 hour wall type on all sides of entrance alcove to stairway 4t9,442 and elevator on sheet A2.+ 24 Label door into stairway 419. Sheet A2.4. 90 minute rating is required. 25 Amend sheet A2.22 to show 2 hour wall type at mechanical shaft. 26 Provide 2 hour floor/ceiling at stairway 357 ceiling where 2 hour stairway enclosure walls terminate at the floor/ceiling. The stair shaft is not continuous above at level 4. 27 Provide a 2 hour shaft at the boiler vent chase from mechanical room P05 in units A102, A202, P\302 through to the roof. Show all 2 hour shaft wall types on the plans. 28 Provide a 2 hour shaft at the elevator relief duct at fourth floor of building B where the duct leaves the 2 hour elevator shaft and is routed through the attic area. Coordinate with Sheet M2.4. 29 Coordinate location of 2 hour rated stairway shaft and outside air intake duct for building B on sheet M2.4 Ducts may not penetrate the 2 hour stairway exit enclosure. 30 Minimum separation of exit doors into exit stainaray enclosures at levels 1-3 in Building B and Building A is 38' (1/3 overall diagonal of the building.) plans show 34'. Revise plans. IBC 1014.2.1 31 Include complete construction details and fire resistive assembly information for the 2 hour columns in the parking garage. Columns must also be protected from vehicle damage per IBC 714.4. 32 Provide 90 minute doors at P23A and P08A. Elevator equipment rooms require the same rating as the elevator shaft. IBC 3006.4 33 Include fire resistive hourly rating on the wall assembly detail for all concrete and CMU wall types where required to be 1 or 2 hour rated. 34 Sidelight windows into the 2 hour exit passageway are not permitted at the garage levels. Openings are limited to those necessary for egress only. IBC 1020.4 35 Include complete specification and manufacturer's listing for the doors from the elevator lobby into the exit passageway. Fire doors with glass exceeding 100 square inches into the exit passageway must comply with NFPA 252. (IBC 715.3.4) 36 Include complete specification and manufacture/s listing for the proposed sidelight windows at the unit entry doors from the corridors. Glazing may no exceed 25olo of the common wall area between the unit entries and the corridor unless tested as paft of the door assembly. IBC 715.4.7.2 and 7t5.3.3 37 Include specification and manufacturer's listing for all 20 minute unit entry doors to comply with fire resistive listing as indicated in section 715.3.3 38 Include a complete door hardware schedule corresponding to the hardware sets indicated on the door schedule. Door hardware schedule must indicate compliance with IBC 1008.1.8.5, 1008.1.8.7, 1008.1.8. 39 Amend all building cross-sections to clearly reference the % hour rated floor/ceiling assembly at all dwelling unit separations. 40 Include complete firestopping details for all piping. conduit and similar penetrations per IBC 712. Include the UL or other listing for each type of penetration in each type of assembly. 41 Amend allstairway handrailextension details to comply with ANSI 177.17998 section 505.10. Top extension is 12", bottom extensions are the tread width plus 12" horizontal. Sheet A7.1 shows conflicting dimensions. 42 Revise stairway widths to a minimum of 44" where seruing more than 50 occupants. IBC 1009.1 43 Provide two exits from the electrical room with panic hardware per NEC. Refer to electrical comment #?. The second exit must be separated by a minimum of 1/3 the overall diagonal and will need to be located where exit path is not obstructed by the vehicle parking space 44 Revise stairway tread heights on the exterior stairway from building B. 7" is the maximum riser height. Sheet A5.3 45 Revise handrail and guardrail details on the exterior stairway from building B. Minimum guard height is 42". A separate handrails with extensions per ANSI 117,1 1998 are required on either side of the stain ,ay. 46 Revise notes regarding roof hatch size to indicate a minimum of 16 s.f. IBC 1009.12 47 Include stairway/handrail details for the stairway from south stairway P1l to east lobby P10 48 Include complete stairway/handrail details for the exterior stairway adjacent to the site wall on the north side of building A. 49 All exit doors from the parking garage must swing in the direction of exit travel, Revise doors P10B and P19B. IBC 1008.1 50 Revise plans to provide a complying exit discharge pathway from the north stairway of building B to the public way. The paved drainage pan does not meet sidewalk or landing slopes and does not continue to the public way on the west side of the building, IBC 1023 51 Provide an exit path from the north ease stairway discharge to the public way contained on the Westhaven Condos property. The exit path discharges onto the driveway of the Cascade building. This is not a public way. IBC 1023.6 52 Amend plans where mailboxes, furniture and other uses are shown in the 2 hour exit passageway from the stairuay exit enclosure discharge. Exit passageways may not be used any purpose other than means of egress. IBC 1020 53 Complete all detail references for enlarged section details on the building cross section sheets where details are marked with -/-. 54 Provide complete specifications and model numberc of the Isokern fireplaces proposed. Include chimney venting system proposed, gas log set proposed and documentation for maximum allowable heights of the fireplace chimneys. 55 Revise wood timber fireplace hearth details at fireplaces to comply with the Isokern fireplace manufacture/s listing. 56 Revise all fireplace heafth sizes to comply with the Isokern fireplace manufacturer's listing. 57 Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces except where such shrouds are listed and labeled for use with the specific factory built fireplace system and installed in accordance with the manufacturer's installation instructions. IMC 805.6 58 Dampers are not permitted in the fireplace flues when gas log set is installed. Revise fireplace details. 59 Provide specifications for wood species and the flamespread rating of the wood ceiling finish proposed. IBC Ch 8. 60 Include specifications with smoke and flamespread ratings for all types of proposed insulation. IBC 7L9 and 2603. 61 Revise construction detail for the wood ceiling finish to comply with IBC 803,4. Gypsum board or other non-combustible backing is required. 62 Provide 42" high guardrails at the landscape plaza area where adjacent grade is over 30" below the finish grade level of the plaza. 63 Incfude plans for stairway signage per IBC 1079.1.7 64 Provide a barrier at the North stairway 154 landing at the level of exit discharge per IBC 1019.1.6 65 Revise landing elevations at doors 163A and 1548 to comply with IBC 1008.1.4. 66 Include door hardware schedule for all exit doors to show compliance with IBC 1008.1.8.5 67 Provide handrails at the stairs to the trash room per IBC 1009.11 68 Specifo rise and run and handrails for the stairway in unit 8302. IBC 1009 69 Provide details for t hour construction for storage area 341 under stairs in unit 8302. IBC 1019.1.5 70 Speciff signage at each elevator call station indicating information per IBC 3002.3 71 Specifo accessible means of egress signage per IBC L007.7 72 Speciff all door thresholds on accessible routes to comply with ANSI 117,1 1998 section 303 73 Provide signage per IBC 1110 at the accessible building entrance, accessible passenger loading area, and directional signage at inaccessible building entrances. 74 Revise code summary sheet to indicate type B dwelling unit requirements. Specifu all units to comply with type B requirements, indicate option B used for bathroom design. 75 Revise ANSI 117.1 reference note on 1UA8.0, UA8.2 and 8/A8.5 to indicate ANSI 117.1 1998 as referenced by the 2003 IBC. 76 Include 18" dimension to center line of the water closet from the wall on 11/A8.0 bathroom plan, 1/48.2 bathroom plan and 8/A8.5 ANSI 117.1 1998 section 1003.11.3.1.2 77 Amend floor plans to show the 30'148" clear floor space outline at all laundry equipment per ANSI 117.1 1998 section 1003.10 78 Laundry 139 to comply with ANSI 117.1 1998 section 1003.10.1. A 30'148" clear floor space must be centered on the appliance. 79 Amend doors 251A and 151A to provide a minimum 3L 314" net clear opening per ANSI 117.1 1998 section 1003.5.2.1. 80 Amend door 340A to provide a minimum 3t 314" net clear opening per ANSI 117.1 1998 section 1003.5.2.1, 81 Amend enlarged floor plan detail reference for bathroom 331 on sheet A2.21 to 8/A8.5 82 Include vertical signage details for the accessible parking spaces per ANSI 117.1 1998. 83 Include complete project manual and specifications 84 Include a complete statement of special inspection per IBC 1704.1.1. The statement is required to contain a list of all required special inspections, and names of companies or firms who will perform the special inspection. 85 Include a complete list of all deffered submittal items per IBC 106.3.4.2 86 Coordinate standpipe locations with the fire protection drawings, VFES comments and IBC 905. 87 Include a statement of compliance for the building envelope, mechanical and electrical systems with the 2003IECC. Structural Comments: 88 Include copies of the soils report for this project. 89 tnclude complete structural calculations for this project. 90 SpeciflT dead load used in design for the landscape plaza area and north east area of the parking garage where sidewalk and equipment pad is located. Indicate maximum depth of soil backfill and coordinate with landscape plans for weight of trees, paving mechanical equipment and other plantings on the plaza. 91 Coordinate locations of proposed hot tub on the exterior decks. Verifo decks have been designed to accommodate the additional load at the proposed locations. 92 Revise seismic design specification to use the appropriate Ss value per IBC Figure 1615(1) spectral response maps. Ss for the Town of Vail is .359. 93 Clariff construction details for the stairway and elevator concrete footings and foundation walls, Clearly reference the appropriate detail at each wall elevation drawing as shown on sheet 54.02, No construction detail is referenced on the typical 8" wall construction note on AS,1.02. 94 Include complete construction details for the footing widths at the stairway and elevator areas. Sheet 52.01 does not contain this information as referenced by detail J/S5.01. 95 Amend plans to include a detail reference the 54.02 stair and elevator construction details on the sheet 52.01 foundation plan. 96 Include construction details for the transition from 12" concrete walls and the parking garage level to 8" stainalay and elevator walls. 97 SpecifiT all top of foundation wall elevations on sheet 54.02 details. 98 Amend lVS5.12 to specif,T proposed construction at the floor deck. Also specifu rebar dowel size and length as shown at tie to foundation wall. 99 Amend lVSs.12 to specifo floor deck construction and ledger construction/attachment. 100 Amend detail KS0.03 to provide a detail for embed plates at the 8" concrete foundation walls. This detail indicates a minimum 10" wall thickness. 101 Clearly reference detail KS0.03 on the applicable framing plan sheets. 102 Include construction details for end bearing of all beams framing into the stairway and elevator concrete walls. 103 Include revised schedule or specific details for embed plates and beam connection for all connections which exceed the maximum allowable load in kips as indicated on KS0.03 schedule, 104 KS03.03 indicates minimum 4000psi concrete required at embed plates. Revise specification for foundation walls where 3000 psi concrete is specified. 105 Amend detail P/S5.01 to specifo all rebar size and spacing at the 12" foundation wall and footing below. 106 Amend detail P/S5.01 to speciff footing width at the T2" foundation wall footing. Sheet 52.01 does not specifli width at this location. 107 Amend detail H/S5.01 to indicate foundation wall thickness and reinforcing schedule. Plans reference J/S5.01. This detail shows a t2" wall. 108 Specify column construction for column shown at end of W12x26 below grid Tl between lines F and G. 109 Include construction details for the roof cover over north exteriorstairs of building B 110 Include complete construction details for framing of the cantilevered deck beams and roof overhang beams at the exterior building frame. Architectural plans show these are flush beams. 111 Speciff column size at end bearing of W21x48 on sheet 52.21 line M above grid 5 112 Provide construction details for all bent beams show on sheet 52.21. 113 Include complete structural plans for all steel stairc 114 Add high strength bolting, welding and masonry construction to the list of special inspections per IBC L704 115 Specifu attachment and size of all veneer ties to the concrete walls and framed walls at all details. IBC 1405.5 116 Include construction details for the roof snow fences. 117 Include construction details for CMU walls in garage level. Plumbinq Comments: 118 Revise garage level waste piping plan to provide a backwater valve on the waste piping serving all floor drains or other fixtures below the flood level rim of the upstream manhole (8038.18). Fixtures above 8038.18'may not discharge through the backwater valve. Coordinate with sheet C006. 119 Permanent provisions shall be made to prevent accumulation of ground water in the elevator pit per ASME 417.1 section 2.22.3 120 Piping not associated with the elevator equipment is not permitted in the elevator equipment room. IPC 3006.6 Revise sheet M2.0 121 Gas meter must be protected from snow and ice per TOV ordinance. Coordinate with architectural plans. 122 Amend plans to show vent to the outside of the building for the MP gas regulator in the garage level. rFGC 410.3 123 Include fan coil condensate drain plans. Show pipe sizing and routing of all drains. 124 Provide specifications with BTU ratings for the fireplace, grill and cooktop for verification of gas pipe sizing. ilechanical Comments: 125 Provide interlock between fuel burning appliances in the mechanical room and the combustion air motorized louvers per IFGC 304.10. 126 Amend garage level mechanical plans and boiler piping diagram to show all equipment and appliances having an ignition source to be 18" above the floor IFGC 305,3 127 Revise sheet M3.1 to show mechanical exhaust duct termination to be 3'from the operable windows below in bedroom 3 and bath 3. 128 Clearly show proposed routing of 12x10 oubide air duct into unit 401 on sheet M2.4. Provide a combination smoke/fire damper where duct passes through corridor wall. 129 Provide mechanical exhaust for the toilet compaftment in unit 8102 master bathroom. Sheet M3.3 130 Provide mechanical exhaust for the toilet compaftment in unit 8202 master bathroom. Sheet M3,5 Electrical Comments: Drawing E2.0: 131 The electrical room requires (2) exits as the switchboard: exceeds 1200 amps, is over 6 Ll2ft.in length, and does not have an unobstructed exit as required per NEC 110.26( C Xb). 132 The (2) doors on the electrical room require panic hardware per NEC 110.26 (C Xb). 133 Provide double working clearance for the ATS switch per NFPA 1L0.7.2.2.L. 134 Heat detector not shown for Elevator machine room B. 135 The note in the mechanical room regarding branch circuiting refers to the wrong drawing. 136 Provide separate branch circuit for elevator machine room lighting for elevator machine rooms per 620.23.A. Typical both machine rooms, 137 Provide dedicated GFI receptacle in elevator machine room A. 138 EF-l is shown in Elevator Room "B"; however, the schedule on drawing M2.1 indicates EF-1 to be a bath fan. 139 Boiler safety devices: Confirm if Emergency shutdown switch required by ASME CSD-I applies to this installation and if so include on the drawing. Drawing E4.1: 140 Short Circuit Summary: Correct Node Fl to show (7) parallel conduit runs per the one-line and recalculate. 141 Emergenry Generator: Show that the generator frame is grounded per NEC. 742 Emergenry Generator: Provide overcurent protection for the conductorsfeeder, 143 MSB: Show that the MSB is service entrance rated. 144 MSB: Provide additional information on one line to clarifiT if a ct cabinet is to be used. It is not clear if the meter shown is the utility or is a customer usage meter. 145 Provide signage as required per NEC 701.9 for the 600/3 seruice entrance disconnect. 146 The equipment grounding conductor (EGC) for the 600/3 in MSB feeding the ATS is too small per NEC 250.t22.F.1 147 The EGC for the 500/3 feeding CHl is too small per NEC 250.122.F.1 148 The EGC's ftom the 600/3 seruice entrance to the ATS and Panel EM are too small per NEC 254.L22.F.1 149 The EGC for the 1200i3 feeding MMS is too small per NEC 250.L22.F.I 150 Show proposed quantity and location of diesel storage for generator on the one-line. 151 Veriff the 600/3 disconnect switch that is mounted on building exterior is accessible to authorized personnel only per NEC since it is used for egress power. Also coordinate location with ANSI 117.1 figure 307,2 for protruding objects. 152 Provide signage as required per NEC for series rated circuit breakers. 153 Clearly show the neutral to ground bond. Is the neutral bonded at the generator or at the 500/3 service disconnect switch? 154 Provide a worknote indicating the seruice entrance conduits are encased in concrete where routed inside the building. Drawing E4.2: 155 Per IBC 3003,1.4, the elevator machine room's air conditioning and ventilation shall be fed from emergency power source. Typical both elevators. Drawing E5.1: 156 There are(2) detail"F"shown. Please rcfer to the cover sheet for information on rcsubmitting plans. In order to avold delays in issuance of the building permit, please check all requested information is included with the rcsubmitted plans. Chris Gunion LC.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2369 cgunion@vailgov.com Stan Hahn Town of Vail Building Safety and Inspection Seruices 970.479.2147 Shahn@vailgov.com F:\adev\CHRIS\PERMIT.COMMENTS\805-0219.DOC TOWN OFVAIL Vail Fire & Emergency Services Memorandum 42 West Meadow Drive Vail" Colorado 81657 970-479-2250 To: From: Re: Dale: Chris Gunion Michapl McGee, Fire Marshal 805-0219 Westhaven Condos September 1, 2005 VFES has completed a review oJ the plans set to us Ior the above project. The plans as submitted are not approved. The results of our review are as follows: 1. No specification manual was provided to us for review. 2. The applicant has not provided information as to the Fire hotection Engineer of Record. No discussions regarding specific fire protection elements haye occurred. 3. Civil drawings were not provided. Fire flows have not been determined nor the adequacy of existing hydrants or the need for additional fire hydrants. 4. L I Landscaping is shovm in the staging area. Blue chip juniper, barberry and landscaping boulders of unspecified size) 5. L f The fire department connection has not been discussed or located therefore the landscaping may or may not obstruct the FDC. No determination can be made until further discussions occur. 6. L 3 Note 12 Change the clearance to standptpes from 4 feet to 7.5 feet under the assumption the author intended to refer to the fire department connections. No fire hydrants were shown on the plan. 7. L2.S The roof slope is indicated ranging from l2zl2 to 4212. Access to the roof during winter months will require structural anchors for life lines. 8. A 2.6 The reflected ceiling plans indicate the slope of the interior ceilings is greater than 4:12 in some locations. A Fire Protection Engineer will be required for fire sprinkler design. MCET III will not be accepted. 9. A2.7 Detail 9 indicates a ceiling hatch for &assfunnical equipment above the ceiling". This will likely require fire sprinkler coverage above the ceiling. No details on the framing for the mechanical space were found. 10. A 2.15 The plans indicate a signilicant presence of wood on the balconies. Per NFPA 13, this will require exterior lire sprinkler coverage. 11. Plans indicate wood siding, beams, fascia, and other combustible features more than 35 feet above finished grade. Two of the four sides of the structure do not provide fire apparatus access. See A 3.2, A 4.4, A 4.7 12. A 5.0 The roof access ladder must meet minimum ITES specification. 13. A 6.1 Provide specilications on the flame spread for the "rigid insulation." 805-0219 Westhaven Condos nfecli Page2. 14. A 8.13 seems to lndicate a fire alarm control panel in the lobby. The locatlon of the FAP has not been determined. The lobby location conflicts with the electrical plans as well. 15. A 8.15 Fire sprinkler coverage witt be required in the storage rooms. The adjustable shelf must not conflict with the 18 inch minimum clearance from the fire sprinkler heads. 16. M 2.0 Natural gas meters must comply with NF?A 54 and TOV Municipal Code 10- 14l t7 .M 2.4 The elevator venting must be verified with NWCOG along with the rest of the ANSI requirenents, none of which were indicated on the plans. 18. M 4.2 The plans show gas grills on the balconies with wood decking. This may not be allowed. 19. M 5.1 The diagrams for Fire Sprinkler Controls, Antifreeze Loop, and Fire Entry do not comply with applicable NFPA standards, TOV standards or ERWS standards. 20.8 2.0 - E 2.4 The fire alarm details do not comply with Ntr"A 72 or TOV standards. There is a gross lack of information normally supplied by specifications from the FPE. zl.E 5.1 The frre alarm details do not comply with NFPA 72 or TOY standards. There is a gross lack of inforrnation normally supplied by specifications from the FPE. 22.8 5.1 The Sequence of Operation is insullicient as to functions of the FACP and associated equipment. PO Box 1073, Frisco, CO 80443 970.409.9082: fax'7 20.294.9849 September 14,2005 Michael McGee, Fire Marshal Vail Fire Department Vail. Colorado Re: Westhaven Condominiums Dear Mr. McGee: This letter is in response to your memorandum dated September 1,2005 to Chris Gunion in regards to the Westhaven Condominiums, 805-0219. Each of the following items corresponds to your numbered comments and indicates our proposed resolution. l. Comment: No specification manual was provided to us for review. Resolution: The speciflrcation manual will be made available to you for your review. I am currently in the process of editing the fire alarm and fire protection specifications. 2. Comment: The applicant has not provided information as to the Fire Protection Engineer ofRecord.... Resolution: Shaner Life Safety, specifically Deborah L. Shaner, P.E. will be the Fire Protection Engineer of Record for the project. 3. Comment: Civil drawings were not provided. Fire flows have not been determined nor the adequacy of existing hydrants or the need for additional fire hydrants. Resolution: This item is current under review by Shaner Life Safety in cooperation with Alpine Engineering and the Eagle River Water & Sanitation District. I will work with Vail Fire Departrnent to determine the required fire flows. A water model is being developed by SGM to reflect the available water supply at the site. I will compare this model to the required fire flows to determine adequacy. Based onthe review of preliminary information, I believe the existing hydrants will be adequate. 4. Comment: Landscaping is shown in the staging area. Resolution: The design team understands the need for a clear area in the staging area. The landscaping plan will be adjusted to reflect the proper clear space. 5. Comment: The fire deparfnent connection has not been discussed or located. . .. Resolution: We propose to install the fire departrnent connection on the front side of the building, at the east entry (to the west of the water room, on grade level). This location is in close proximity to the fire staging area and is near a fire alarm annunciator (to be locat€d inside the entrance door). Please refer to the attached drawing for our proposed location. I{ es t h av en C o ndominium s September 15,2005 Response to Fire Dept Comments Page 2 9. 6. 7. 8. Comment: Change the clearance to standpipes from 4' to7.5' ....' Resolution: The landscaping plan indeed was referring to the fire departrnent connection. The proper clearance of 7.5' will be provided. Comment: The roof slope is indicated ranging from 12:12 to 4:12. Resolution: Structural anchors will be provided as required. Comment: A fire protection engineer will be required for fire sprinkler design. Resolution: Shaner Life Safety will be the engineer of record for both the fire alarm and fire sprinkler system. I will work directly with the fire protection contractor to ensure all Vail Fire Department requirements and applicable codes are complied with. Prior to submittal to Vail Fire Department, I will review the fire protection shop drawings for compliance. These drawings will arrive at Vail Fire Departonent complete with my PE Stamp. Comment: Detail 9 indicates a ceiling hatch for "mechanical equipment above the ceiling". This wilt likely require sprinkler coverage above the ceiling. Resolution: I am currently reviewing the requirements of NFPA 13 and the details of this mechanical area to determine if sprinkler coverage is required. Please note that this is a mechanical space only, plenum rated and containing non- combustible equipment. However, if sprinkler coverage is required, it will be C 10. Comment: The plans indicate a significant presence of wood on the balconies. Per NFPA 13, this will require exterior sprinkler coverage. Resolution: The design team has agreed that exterior sprinkler coverage will be provided on the balconies. Sidewall, dry heads will be used to cover each balcony. We would like to use Ipe' wood for the horizontal surfaces (balcony decks and soffits). A data sheet on this material is available from Mortar Architects. 1 I . Comment: Plans indicate wood siding, beams, fascia and other combustible features more than 35' above finished grade. Resolution: We will provide exterior sprinkler protection, above 35', in the areas containing combustible materials. Again, sidewall, dry heads will be used to provide this coverage. 12. Comment: The roof access ladder must meet minimum VFES specifications. Resolution: We will comply will all VFES specifications. 13. Comment: Provide specifications on the flame spread for the "rigid insulation". Resolution: I have requested specifications sheets on this material. They will be forwarded to you once I receive and review them. 14. Comment: The location of the fire alarm panel has not been determined. Resolution: The proposed location of the fire alarm panel, per the eleckical drawings, is in the water/riser room on the lower level. The design team understands that at least a 3' clearance must be provided. We are currently working on a detail showing a partition separating the FACP area from the remainder of the room. 15. Comment: Fire sprinkler coverage will be required in storage rooms. Resolution: Sprinkler coverage will be provided in the storage rooms. The 18" clearance, as required by NFPA 13, will be upheld. The adjustable shelfis located inside each ski locker. The ski locker doors will be full height to the ceiling. 16. Comment: Natural gas meters must comply with NFPA 54 and TOV Municipal Code. Resolution: We will comply. Wes t hav en Con d o miniums September 15, 2005 Response to Fire Dept Comments Page 3 17. Comment: The elevator venting must be verified with NWCOG along with the rest of the ANSI requirements. Resolution: The design team is aware of the ANSI requirements and will comply with them. We are working with NWCOG to ensure all standards are met. 18. Comment: The plans show gas grills on the balconies with wood decking. Resolution: We are providing sprinkler protection on the balconies through sidewall, dry heads to protect the gas grills and the balcony wood content. 19, Comment: The diagrams for fire sprinkler controls, antifreeze loop and fire entry do not comply with applicable NFPA standards, TOV standards or ERWS standards. Resolution: As the project fire protection engineer of record, I will be reviewing the specifications and details for compliance. The sprinkler contractor will provide sprinkler shop drawings, which I will review for compliance with NFPA, TOV and ERWS requirements prior to submittal to Vail Fire Department. 20. Comment: The fire alarm details do not comply withNFPA 72 or TOV standards. Resolution: Shaner Life Safety will be responsible for completing the fire alarm shop drawings. All required details will be provided at that time. I am currently reviewing the fire alarm specifications and details for compliance. Please know that all TOV and Vail Fire Department standards will be met. 21. See item#20. 22. Commenl'. The sequence of operations is insufficient as to the functions of the FACP and associated equipment. Resolution: Refer to the attached sequence of operations. We hope that the comments above provide a level of comfort that will allow you to issue approval for the building permit. Please know that I am committed to working with you on this project and will see that any documentation required will be provided to you. If there is any additional information that you require or if you would like to meet with the design team, please let me know. Sincerelv. f\ \,^ U1-i,*"ft6St"o-{\r-.* Deborah L. Shaner, P.E. Fire Protection Engineer Cc: Mortar Architect otREcr aL tooF Dn N oo*t{sPot Ts ArY r*o{ dj|-D$tc ttn eEo1€a${cll BUiLSrr.lo ^fT€ RtSiDENnAL't6,42.0 L : i'P. PI ,;F , lrl i ul-l rd 16r dk p s *w0,, |rrjrr^r! 9 '9t (vmtr ,,r' a!r2- rrntlt tlltl(ul.A:t DRA$,| SYSIE! UrH IB r{rR SCREE{ INTO l-125 oRltH sEr orrg nr!-, u$ zlrFN z-8o6-Hpo cf^"fE REFEn rO AIfTECIURAL Ptl S FoR F$TATATON OSI^TL ANP UECHAI{CAL FITIS Fffi ROoF D8AH LOCfitoN3 DGSlcar TO 8€ nnElGDll& rPPRo\6 BY tAlEi PnOOFI|{C CO}r9{T lrT. Rltl*41.7 SEQUENCE OF OPERATIONS: DEMCE DESCRIPTION .J zoa (D 6 o-(Jf trJ Fo a tz 2< ={ =6 >= ia6Z >6\e<Ea9FE ao2>Eo J z9za9 14< (D anlo()g.zt-Eo9 ==2>fo J zo6 >=EI 8E?tnqztn3 Fh =<9=fo EI <-i a6 ^Ez=)r8= J oLd E, E.o L4@ -2. HE<E =o Fz Itn V,NY z.^s=r!<JE .(L fo-ZF SYSTEM SI,|OKE OR HEAT DEIECTORS X X X SMOKE DEIECTOR - EI.TVATOR LOBBIES: EQUIP RM: EIIV SHAFI, PIT X X X X HEAT DEIECToR - EIEV EQUIP RMi E|.Iv SHAFT. PIT X Y X X HEAT DETECTORS IN UNITS X X X IVATERILOW SWITCH X X VALVE TA PER SWITCH X X SINCI".E STATION SMOKE DEIECTORS X rc Poy{ER LoSS X X OROUND FAULT X X OPEN CIRCUIT X X Permit Nurnber Envelope Compliance Certificate Checked By/Date 2003IECC COMcheck-EZ Sofware Version 3.0 Release 2b Data filename: \\Bgce-avo\DFSDATA\AVONPR-I\8082-1.00W\808200-1\808500-l.CCK Section 1: Project Information Project Name: 8082.00 Westhaven Bldg. B Designa/Contractor: Morter Architects Beaudin Ganze Consulting Engineen Document Author: ELP Notes: 3/4" ext. sheathing entercd as continuous insulation on walls 7,8,9,10 and 14. Section 2: General Information Building Location (br wearher data): Vail, Colondo Climate Zone: 15 Heating Degree Days (base 65 degrees F): 9248 Cooling Degree Days (base 65 degrees F): 44 Project Type: New Construction Window / Wall Ratio: 0.21 Building T:roe Floor Area Other 5857 Section 3: Requirements Checklist Bldg. Dept. Use Air Leakagg Component Certification, and Vapor Retarder Requirements l. All joints and panetrations are caulked, gasketed, weather-stripped, or othenvise sealed. 2. Windows, doon, and skylights certifeJ as meeting leakage requirements. 3. Component R-values & U-ficton labeled as certifed. 4. Stair, elevator shaf vents, and othsr dampers integral to the building envelope are equipped with motorized dampers. 5. Cmgo doors and loading dock doon are weather sealed. 6. Recessed lighting fxtures are: (i) Type IC rated and sealed or gasketed; or (ii) installed inside an appropiate atr-ight assembly with a 0.5 inch clearance fom combustible materials and with 3 inches clearance fom insulation matsrial. 7. Building entrance doors have a vestibule and equipped with closing devices. Exceptions: Building entranc€s with revolving doors. Doors that open directly tom a space less than 3000 sq. ff. in area tltltltl tltl tl Climate,Specific Requiremenb C omoonent Name,/Description Roof I : Other Exterior Wall 3: Metal Frame" 16" o.c. Window l0: Otho, Clear, SHGC 0.31 Exterior Wall 13: Metal Frame, 16" o.c. Window 8: Other, Clear, SHGC 0.31 Exterior Wal1 1: Metal Frame, 16" o.c. Window 9: Other, Clear, SHGC 0.31 Exterior Wall 5: Solid Concrete or Masonrv > 8" Funing: None Window 6: Otha, Clear, SHGC 0.31 Exterior Wall 2: Metal Frame, 16" o.c. Window 5: Other, Clear, SHGC 0.31 Exterior Wall 4: Solid Concrete or Masonrv > 8" Furring; Nonc Window 3: Other, Clear, SHGC 0.31 Exterior Wall l0; Metal Frame 16" o.c. Comments: 3/4" sheathing: continuous insulation Window 4: Other, Clear, SHGC 0.31 Exterior Wall 9: Mctal Frame. 16" o.c. Comments: 3/4" sheathing: continuous insulation Window 2: Other, Clear, SHGC 0.31 Cont. Proposed Budget R-ValueU-Factor U-Factor 0.020 0.045 3.0 0.085 0.064 0.350 0.520 3.0 0.085 0.064 0.350 0.520 3.0 0.08s 0.064 0.350 0.520 12.5 0.067 0.064 0.350 0.520 3.0 0.085 0.064 0.350 0.520 9.1 0.088 0-064 0.350 0.520 0.5 0.105 0.064 0.350 0.520 0.5 0.105 0.064 0.350 0.520 Gross Area or Cavity Perimeter R-Value 5780 2084 570 1347 167 s578 1509 t)) 52 295 52 1067 zt 707 r29 503 52 19.0 19.0 -o ti.o *o 30.0 (a) Budget U-bctors are used fir software baseline calculations ONLY, and are not code requiremnts. Envelope PASSES: Design 18% better than code Section 4: Compliance Statement The proposed envelope design represented in this document is consistent with the building plans, specifcations and other calculations submitted with this permit application. The proposed envelope systern has been designed to meet the 2003 IECC requirements In COMcheck-EZ Version 3.0 Release 2b and to comply with the mandatory requirements in the Requiremants Checklist. tld,, Date s Princtpal Envelope Designer-Name Pennit Number Lighting Compliance Certificate Checked Bv,{DaJe 2003 rEcc COMcheck-EZ Soffware Version 3.0 Release 2b Data f lename: C:\DOCUME-l\eng-elp\Desktop\808200-1\808500-l.CCK Sectlon 1: Project Information Project Name: 8082.00 Westhaven Bldg. B Designa/Contractor: Morter Architects Beaudin Ganze Consulting Engineers Document Author: ELP Notes: 3/4" ext. sheathing entered as continuous insulation on walls 7,8,9,10 nd 14. Section 2: General Information Building Use Description by: Whole Building Type Project Type: New Constnrction Building Tlpe Floor Area Other 5857 Section 3: Requirements Checklist Bldg. Dept. Use tl l l l l Interior Lighting l. T otal actual watts must be less than or equal to total allowed watts Allowed Watts Actual Watts Complies(YA.I) 3514 2889 YES Ex terior Lighting 2. Efrcacy greater than 45 lumens/W E:cceptions: Specialized lighting highlighting Fatures ofhistoric buildings; sigaage; sa€ty or secudty ligbting; low-voltage landscape lighting. Controls, Switching, and Wiring 3. hrdependent controls trr each space (switch/occupancy sansor). Exception: Areas that must be continuously illuminated. 4. Master switch at entry to hotel/motel guest room. 5. Individual dwelling units separately metered. 6. Each space provided with a manual control to provide unibrm light reduction c4ability. Exceptions: Only one luminaire in space; An occupant-sensing device controls the area; The area is a mnidor, storsroom, rcstroom, or lobby; Arcas that must be continuously illuminated; t1tl Aeas that use less than 0.6 Walts/sq.ff. 7. Automatic lighting shutofcontrol in buildings larger than 5,000 sq.ff. 8. PhotocelVastronomical time switch on exterior lights. Exceptions: Areas rcquiring lighting during daylight hours 9. T andem wired one-lamp and three-lamp ballasted luminaires. Exceptions: Electronic high-fequarcy ballasts; Luminaires on emergency circuits or with no available pair. Section 4: Compliance Statement The proposed lighting design represented in this document is consistent with the building plans, specifications and other calculations submitted with this pennit application. The proposed lighting systern has been designed to meet the 2003 IECC, Chapter 8, requirements in COMcheck-EZ Version 3.0 Release 2b and to mmply with the mandalory requirernents in the Requirements Checklist. Q - 8-os DatePrincipal Lighting Designer-N ame Lighting Application Worksheet 2003 rEcc COMcheck-EZ Soffware Version 3.0 Release 2b S ection 1: Allowed Lighting Power Calculation A BCD T otal Floor Allowed Allowed Area Watts Watts Buildine Tlne (t2) (watts/ff2) (B x C) 0.6 35t4Other S ection 2: Actual Lighting Power Calculation Total Allowed Watts : 3514 CDEF Lamps/ # of Fixture Fixture Fixtures Watt. tD x E) 2 t4 63 882 1 3 100 300 I 15 60 900 I 3 269 807 A Fixture ID I 2 J ^ B Fixrure Description / Lamn Descriotion / Wattase Per Lamo / Ballast Other / Electronic Incandescent 100W Incandes cent 60W 6.25W,trT X43FT / Other / Electronic Total Actual Watts = 2889 Section 3: Compliance Calculation \f the Total Allowed Watts minus the Total Actual Watts is $eater than or equal to zero, the building complies. Total Allowed Watts = 3514 Total Actual Watts = 2889 Project Compliance = 625 Lightin g PASSES: Design 18% better than code tltl Permit Number Mechanical Compliance Certificate Checked Bv/Date 2003 rEcc COMcheck-EZ Sofware Version 3.0 Release 2b Data filename: C:\DOCUME-I\urg-elp\Desktop\808200-1\808500-1.CCK Section 1: Project Information Project Name: 8082.00 Westhavan Bldg. B Designer/Contnctor: Morter Architects Beaudin Ganze Consulting Engineen Documsnt Author: ELP Notes: 3/4" ext, sheathing entered as mntinuous insulation on walls 7,8,9,10 and, 14. Section 2: General Information Building Location (fir wearher data): Vail, Colorado Climate Zone: 15 Hearing Degree Days (base 65 degrees F): 9248 Cooling Degree Days (base 65 degrees F): 44 Project Type: New Construction Section 3: Mechanical Svstems List Ouantit:/ Slrstem Tvpe & Descriotion 40 Fan Coils: Heating: Hydronic or Steam Coil, Hot Water / Cooling: Hydronic Coil, Capacity <65 kBtu/h, Air-Cooled Condenser / Single Zone 1 Baseboard: Heating: Radiant Heater, Hot Water / Single Zone 11 UH-1, CUH-I: Heating: Unit Heater, Hot Watsr 2 Boiler: Healing: Hot Watet Boiler, Capacity >:600 kBtu/h, Gas I Chiller: Heating: Hot Water Boiler, Capacity >=600 kBtu/h, Gas / Cooling: Water Chiller, Capacity >:50 - <150 tons, Condenser Air{ooled, Rotary Screw or Scroll Chiller I Storage W atet Hater l: Service Watet Hater wl Circulation Pump Section 4: Requirements Checklist Bldg. Dept. Use Requirements Specific To: tr'an Colls 1. B alancing and prcssure test connections on all hydronic terminal devices 2. Separate hot and cold water supply and retums Requiremenh Sp ecific To: Baseboard 1 Balancing and pressure test connections on all hydronic terminal dwicestl t1 rttl iltl tl I] tltlI] tltl tltltl tl tltltl Requirements Specific To: UH-l, CUH-1 I . Balancing and pressure test mnnections on all hydronic terminal devices Requiremen ts Specific To: Boiler I. Equipment minimum effciency: Boiler Thermal Eftciency >: 15o/oEt 2. Newly purchased hearing equipment meets the effciency rcquirements - used equipment must meet 80% Et @ ma:<imum capacity 3. Systems with multiple boilers have automatic controls capable ofsequencing boiler operation 4. Hydronic heating systems comprised ofa single boiler and >500 kBtu/h input design capacity include either a multistaged or modulating bumer Requiremenb Specific To: Chiller 1. Equipment minimum effciancy: Chiller: COP >: 2.80. IPLV >= 2.80 Requiremenb Specific To: Storage Water Heater I 1. l-in. pipe insulation on circulation systems 2. Automatic on/of control required 6r circulating systems 3. Gas Storage Watff Heater effciency >= 0.39 EF Gen eric Req uiremenis: Must be met by all systems to which the requirement is applicable 1. Load calculations per 7997 ASHRAE Fundamentals 2. Plant equipment and systen capacity no greater than needed to meet loads - Exception: Standby equipment automatically ofwhen primary systern is operating - Exception: Multiple units controlled to sequcnce operation as a finction ofload 3. Minimum one temperatue control device per system 4. Minimum one humidity control dwice per installed humidification/dehumidif cation system 5. Thermostatic controls has 5 degree F deadband - Excqtion: Thennostats requiring manual changeover between heating and cooling 6. Automatic Controls: Setback to 55 degree F Oeat) and 85 degree F (cool); Tday clock, 2-hour occupant overridg 10-hour backup - Exception: Continuously opu-ating zones - Exception: 2 kW demand or less, submit calculations 7. Automatic shut-otrdampers on exhaust systems and supply systems with airfow >3,000 cfn 8. Outside-air source br ventilation; systern capable ofrcducing OSA to required minimum 9. R-5 supply atd rcfum air duct insulation in unconditioned spaces R-8 supply and retum air duct insulation outside the building R-8 insulation between ducts and the building exterior when ducts are part ofa building assernbly - Exception: Ducts located within equipment - Exception: Ducts with interior and exterior temperature difrrence not exceeding 15 degree F. 10. Ducts sealed - longifudinal seams on rigid ducts; transverse seams on all ducts; UL 181A or 1818 tapes and mastics - Exception: Continuously welded and locking-type longitudinal joints and seams on ducts operating at static pressues less than 2 inches w.g. pressure classification 11. Mechanical futenen and sealants used to connect ducts and air distribution equipment 12. Hot wata pipe insulation: I in. frrpipes <=1.5 in. md 2 in. brpipes >1,5 in. Chilled water/refig€rant/brine pipe insulation: I in. 6r pipes <=1.5 in. and 1.5 in. Ar pipes >1.5 in. Steam pipe insulation: 1.5 in. Sr pipes <=1.5 in. and 3 in. 6r pipes >1.5 in. - Exception: Piping within IIVAC equipment - Exception: Fluid tunperatures between 55 and 105 degree F - Exception: Fluid not heated or cuoled t t t l l 1 Section 5: Compliance Statement The proposed mechanical design represented in this document is consistent with the building plans, specifications and other calculations submitted with this permit appli ion. The mechanical systems have been designed to meet the 2003 IECC requiranents in COMcheck- the Requironents Checklist. Y&A fdtLLtYr;L Principal Mechanical Designer-Name 3.0 2b and to mmply with the mandatory requirements in - Exception: Runouts <4 ft in length 13. Operarion and maintenance manual provided to building owner 14. Balancing devices provided in accordance with IMC 603.15 15. Hot water distribution systems >:600 kBtr-/h must have one ofthe bllowing: a) controls thal rcset supply water tanperature by 25% ofsupply/retum delta T b) mechanical or electrical adjustable-speed pump drive(s) c) two-way valves al all heating coils d) multiple-stage pumps e) other system controls that reduce pump flow by at least 50% based on load - calculations required 16. Chilled water distribution systems >-600 kBhi/h must have one ofthe fillowing: a) controls that reset supply water temperarure by 25% ofsupply/retum delta T b) mechanical or electrical adjustable-speed pump drive(s) c) two-way valves at all hearing coils d) multiple-stage pumps e) other system controls that reduce pump flow by at least 50% based on load - calculations required 17. Newly purchased service water heating equipment meets the eftciency requirernents 18. Water heater temperatue controls: 110 degree F br dwelling units or 90 degree F frr other occupancies 19. Hot waler distribution systems >:300 kBtu/h must have one ofthe bllowingr a) controls that reset supply watcr temperature by 25% ofsupply/retum delta T b) mechanical or electrical adjustable-speed pump drive(s) c) two-ray valves at all heating coils d) multiple-stage pumps e) other system controls that reduce pump flow by at least 50% based on load - calculations required 20. Chilled water distribution systems >-300 kBtu/h must have one ofthe frllowing: a) mntrols that reset supply water tonperature by 25% ofsupply/rctum delta T b) mechanical or electrical adjustable-speed pump drive(s) c) two-way valves at all heating coils d) multiple-stage pumps e) other system controls that reduce pump fow by at least 50% based on load - calculations required 21. Stair and elwator shaft vents are equipped with motorized dampers 22. Three-pipe systems not used Mechanical Requirements Description 2003 rEcc COMcheck-EZ Soffware Version 3.0 Release 2b Data filmwne: C:\DOCIIME-I \ang-elp\Desktop\808200-l \808500-1. CCK The 6l1owing list provides more daailed description ofthe requirements in Section 4 ofthe Mechanical Compliance Certif cafe. Requirements Specific To: Fan Coils 1. Hydronic heating and moling coils must be equipped with a way to pressure test connections and measure and balance water flow and pressure. 2. Fan system tsrminal units must have separale hot and mld water supply and rctum piping. Requirements Specific To: Baseboard 1. Hyclronic heating and cooling coils must be equipped with away to pressure test connections and measure and balnce water flow and pressure. Requiremenh Specific To: t.lH-l, CIJH-I 1. Hydronic heating and cooling coils must be equipped with away to pressue test connections and measure and balance water fow and oressure. Requiremenh Specific To: Boiler 1. The specif ed hating and/ot cooling equipment is covered by the ASHRAE 90. I Code and must meet the bllowing minimum eficiency: Boiler Thermal Eftciency >: 75oAEt 2. The specified heating equipment is covered by Federal minimum effciency rcquircments. New equipment ofthis type can be assumed to meet or exceed ASHRAE 90.1 Code requirernents fir equipment effciency. Used equipment must meet 80% Et @ maximum capacity. 3. Systerns with multiple boilers have automatic controls capable ofsequancing the operation ofthe boilem. 4. Hydronic heating systems comprised ofa single boiler and >500 kBtr:/h input design capacity include either a multistaged or modulating bumer. Requiremenb Specific To: Chiller l. The specified heating and,/or cooling equipment is covered by the ASHRAE 90. I Code and must meet the bllowing minimum effciency: Chiller: COP >: 2.80, IPLV >= 2.80 Requiremenb Specific To: Storage Water Ileater 1 1. Piping br the specifed circulating sewice hot water system must be insulated with a minimum of l-in. insulation having a conductivity no >0.28 Btu-ir/(h-ff2degree F). 2. Cirorlating service hot wat€f, systems must have a time switch control that can automatically tum ofthe system during unoccupied hours. 3. Service water heating equipment used solely frr healing potable water, pool heaters, and hot water storage tanks must meet the trllowing miniumum effcienry: Gas Storage Water Heater effciency >:.0.39 EF Generic Requirements: Must be met by all systems to which the requirement is applicable l. Design heating and cooling loads fir the building must be determined using ptocedures equivalent to those in Chapters 27 and 28 ofthe ASHRAE Handbook ofFundamentals or an approved equivalent calculation procedure. 2. All equipmant and systems must be sized to be no gwter than needed to meet calculated loads. A single piece of equipment providing both heating and cooling must satis! this provision Sr one firnction with the capacity br the other firnslion as small as possiblg within available equipment options. - Exccption: The equipment and./or system q,er:ity may be greater than calgulated loads fir standby purposes. Standby equipment must be automatically controlled to be ofwhen the primary equipment and/or systern is operating. - Exception; Multiple units ofthe same equipment type whose combinod capacities exceed the calculated load are allowed ifthey are provided with controls to sequence operation ofthe units as the load increases or decreases. 3. Each heating or cooling system serving a single mne must have its own temperature control device. 4. Each humidification system must have its own humidity control dwice. 5. Thermostats controlling both heating and cooling must be capable ofmaintaining a 5 degree F deadband (a range of temperatw€ where no heating or cooling is provided). - Exception: Deadband capability is not requircd ifthe thermostat does not have automatic changeover capability between heating and cooling. 6. The system or zone control must be a programmable thermostat or other automatic control meeting the frllowing aiteia:a) capable ofsetting back temperature to 55 degree F during heating and setting up to 85 degree F dwing molingb) capable ofautomatically setting back or shutting down systems during unoccupied hours using 7 diftrent day schedulesc) have an accessible 2-hour occupant ovenided) have a battery back-up capable ofmaintaining programmed settings Sr at least l0 houn without powo. - Exccption: A setback or shutofcontrol is not required on thernostats that control systems serving arcas that operate continuously. - Exception: A setback or shutoffcontrol is not requircd on systerns with total energy dernand of2 kW (6,826 Btu/h) or less. 7. Outdoor-air supply systems with design airflow rates >3,000 cfn ofoutdoor air and all exhaust systems must have dampers that arc automatically closed while the equipment is not operaling. 8. The system must supply outside ventilation air as required by Chapto 4 ofthe Intemational Mechanical Code. Ifthe ventilation system is designed to supply outdoor-air quantities exceeding minimum required levels, the systern must be capable ofreducing outdoor-air flow to the minimum required levels. 9. Air ducts must be insulated to the bllowing levels:a) Supply and retum air ducts br conditioned air located in unconditioned spaces (spaces neither heated nor cooled) must be insulated with a minimum ofR-5. Unconditioned spaces include attics, crawl spaces, unhealed basemants, and unheated garages.b) Supply ard retum air ducts and plenums must be insulated to a minimum ofR-8 when located outside the building.c) When ducts are located within exterior components (e.g., floors or moG), minimum R-8 insulation is required only betweur the duct and the building exterior. - Exc€ption: Duct insulation is not required on ducts locafed within equipment. - Exception: Duct insulation is not required when the design tempuature diftrence between the interior and exterior of the duct or plenum does not exceql 15 degree F. 10. All joints, longitudinal and transverse searns, and connections in ductwork must be securely sealed using weldments; mechanical Ssteners with seals, gaskets, or mastics; mesh and mastic sealing systerns; or tapes. Tapes and mastics must be listed and labeled in accordance with UL 181A or UL 181B. - Exception: Continuously welded and lockingtype longitudinal joints and seams on ducts operating at static pr€ssures less than 2 inches w.g. pressur€ classification. 1 1. Mechanical &steners and seals, mastics, or gaskets must be used when connecting ducts to frns and other air distribution equipment, including multiple-mne terminal units. 12. All pipes serving space-conditioning systems must be insulated as fillows: Hot wata piping br heating systems: I in. br pipes <=l 712-il. nominal diameter 2 in. br pipes >l l/2-in. nominal diameter. Chilled wala, refigerant, and brine piping systems: 1 in. insulation trr pipes <:l I/2-in. nominal diameter | 712 in. insulation trr pipes >1 ll}-in. nominal diameter. Steam piping: I ll2 in. insulation br pipes <:l l/2-in. nominal diameter 3 in. insulation Sr pipes >7 712-in. nominal diameter. - Exception: Pipe insulation is not rcquircd ir Actory-installed piping within FIVAC equipment. - Exception: Pipe insularion is not required fir piping that conveys fluids having a design operating ternperafure range betwefl 55 degrees F md 105 degrees F. 13. 14. 15. 16. - Exception: Pipe insulation is not required fir piping that conveys fluids that have not been heated or cooled thrcugh the use ofbssil firels or electric power. - Exception: Pipe insulation is not required fir runout piping not exceeding 4 ft in length and I in. in diameter between the control valve and HVAC coil. Operation and maintenance documentation must be provided to the owner that includes at least the fillowing inbnnation:a) equipment capacity (input and output) and required maintenatrce actionsb) equipment operation and maintenance manualsc) IWAC system control maintenance and calibrarion inbrmalion, including wiring diagrams, schematics, and mntrol sequenco descriptions; desired or feld-detennined set points must be permanently recorded on control drawings, at contml dwices, or, Sr digital control systems, in programming commattsd) complete narative ofhow each system is intended to operate. Each supply air outlet or diffrser and each zone terminal device (such as VAV or mixing box) must have its own balancing dwice. Acceptable balancing devices include adjustable dampers located within the ductwork, terminal devices, and supply air diffrsers. Hot water distribution systems with total system capacities of600 kBtu/h and greater must have controls that:a) artomatically rcset the hot water supply temperature, based on hearing load, by at least 25% ofthe design supply-to-rctum water ternperature diftrarce orb) reduce pump flow by at least 50Yo of design flow rate by using- adjustable-speed drive(s) on pump(s> multiple-stage pumps allowing ar least l/2 of the total pump honepower to be automatically tumed of mntrol valves designed to modulate or step down and close as a frnction of load- other approved means (supporting documentation or calculations must be submitted). Chilled water distribution systems with total system capacities of600 kBtu/h and greater must have controls that:a) automatically reset the chilled water supply temperature, based on cooling load, by at last 25Yo ofthe design supply-to-retum water temperature difrrence orb) reduce pump flow by at least 50% ofdesigl flow rate by using- adjustable-speed drive(s) on pump(s)- multiple-stage pumps allowing at lasI ll2 ofthe total pump honepower to be automatically tumed of control valves designed to modulate or step down and close as a frnction ofload- other appmved means (suppoiling documentation or calculations must be submitted). Sewice water heating equipment must meet minimum Federal effciency requirements included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed ASHRAE 90. 1 Code. New sewice water heating equipment can be assumed to meet these requirements. Water-heating equipment must be provided with controls that allow the user to set the water temperature to 110 degree F fir dwelling r''nits and 90 degree F Sr other occupancies. Controls must limit output temperatures of lavatories in public ficility restrooms to 110 degree F. Hot water space-heating systems with a capacity exceeding 300 kBtu/h supplying heated water to combrt conditioning systeins must include controls that automatically reset supply water ternperalues by representative building loads (including retum water temperature) or by outside air temperatur€. Exceptions: - Where the supply temperature reset controls cannot be implerneirted without causing improper operation of hearing, cooling, humidifi cation, or dehumidif cation systems. - Hydronic systems that use variable flow to reduce pumping energy. Chilled water space-cooling systems with a capacity exceeding 300 kBtu/h supplying chilled water 6r combrt mnditioning systems must include controls that automatically reset supply water ternperatues by representative building loads (including rctum water temperature) or by outside air temperatue. Exceptions: - Where the supply ternperature reset controls cannot be implemented without causing improper operation of heating, cooling, humidifcation, or dehumidificarion systems. - Hydronic systems thai use vmiable flow to reduce pumping energy. Stair and elevator shaf vents must be equipped with motorized dampers capable ofbeing automatically closed during normal building operation and interlocked to open as rquired by fre and smoke detection systems. A1l gravity outdoor air supply and exhaust hoods, vents, and ventilators must be equipped with motorized dampers thal wiII automatically shut when the spac€s served are not in use. Exceptions: - C'ravity (non-motorized) dampen are acceptable in buildings less than tbree stories in height above gmde. - Ventilation systems serving unconditioned spaces. 77. 18. 19. 20. 21. 22. Hvdronic systens that use a common retum system fir both hot water and chilled water must not be used. Town of Vall 0Fftfl: fi0PY Department of Community Development 75 South Frontage Road Vail. Colorado 81657 970-479-2138 FILX 970-479-2452 www.vailgov.com October 4, 2005 Mr. Tony Faulhaber Senior Project Manager J.L. Viele Construction Company Re: Westhaven Condominiums 805-0219 Phased Release 325 Westhaven Dr. Vait Co. Dear Mr. Faulhaber, This letter is to inform you that the Town of Vail Building Safety and Inspection Services teem has authorized the Demolition and excavation phase ofthe above stated project. This has been done pursuant to the 2003 Intemational Building Code, section 106.3.3. Be aware that the holder of this permit is proceeding at their own risk. Listed below are the steps required to obtain the above stated phased permit: l) The complete balance due for the building permit shall be paid in fu1l. 2) All corrections left outstanding shall be addressed prior to full release ofthe building permit. No work shall proceed beyond the demolition and excavation phase until such time the full building permit is approved and released for construction. This includes elements of fire-protection and alarm work. 3) Resubmit two sets of civil drawings to be used for the demolition and exc avation portion of work. The existing documents are in the possession ofthe Architect of Record at this time. There is no need to apply for a separcte demolition permit. The review of the revised construction documents will be within four weeks of resubmitted documents to the Town of Vail. Once this round of correctionVcomments are addressed and approved, we shall release the full building permit for the Westhaven Condominium Project. questions or needs, feel free to contact me directly at97Q479-2142. Davis Chief Building Offrcial Town of Vail If you have any f,-p ^"tn,to,o"u^ 39.lt#0? rnspectl:il Fed:Fs,t nrPortrng g" ts Requested lnspect Date: Monday, August 13,2007 lnspection Area: CG Site Address: 1325 WESTHAVEN DR VAIL 1325 WESTTIAVEN DRIVE A/P/D Information Activitv: 805-0219 Const Tvo6:Owiier: MIRUS LL MF BUILD SubTvoe: MFAM U'se: l-B/ll-B Status: ISSUED Inso Area: CG Phone: 970-476-3082 FOUNDATION AND CONSTRUCTION OF NEW 13 UNIT Contractor: J. Descriotion: \ Requested Insoection(sl Item: Requestor: Coniments: Assioned To:" Action: Comment: Comment: Comment: Comment: Comment: Inspection Historv *"o,"","04 9;/ 3- O ' Phone: 970471-5467 Entered By: LTILLMAN K OM STAIR IN ALL STAIRWELLS. HANDRAIL. Comment: Comment: Comment: MECH ATER WcoN COMPLETE. VE 30' SPACE MIN AND 15" MIN CLR TO OTHER LETTER RE: SAFETY GLAZING. REOO LABEL NOT VISIBLE lN INTERIOR GLAZED 'MIN HEIGHT FOR 8" OPENING, AS BUILT IS 32". METAL RAIL }E 4" SPACING. REPAIRED. ROOM WATER CLOSET CELARANCES HAVE NOT IN STAIRS AND ELSE WHERE, FROM 05-03.07 APPR. WATER ENTRY. TO CONCRETE. REPTl31 Run fdz 6979 eo ?,6s-??#0t In"p"$:,T,F"duF".! R!P"*ing p"g" z Requested Inspec{ Date: Wednesday. June 06.2007' Inspection Area: CG Sit€ Address: 1325 WESTHAVEN DR VAIL 1325 WESTHAVEN DRIVE A/P/D Informatlon Activitv: 805-0219 Const Tvo6:Ouirier: MIRUS LLC vlF BUILD Sub Tvoe: MFAM Status: ISSUEDUse: lB/ll-B Insp Area: CG Phone: 970-476-3082 EXISTING FOUNDATION AND CONSTRUCTION OF NEW 13 UNIT NG Contracton Description: Requested Inspeclion(s) Item: Reouestor: Assioned To:- Action: Comment: 0r hrre REPTl31 Run Id: 6769 TOWN OF VAIL FIRE DEPARTMENP VAIL FIRE DEPARTMENT 75 S. FRONTAGEROAD VAIL, CO 8r6s7 970-479-2135 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ALARM PERMIT Job Address: 1325 WESTHAVEN DR VAIL Location.....: 1325 WESTHAVEN DRIVE Parcel No...: 2l03l2l000l7 Project No ' ?Rso ,1 - 6:l-<7 Penrit #: 406-0056 't9,;' 6 7- ln Status . . Applied . Issued . Expires . ISSUED Mt28t20M o9l27l2N6 03/26/2007 OWNER MIRUS LLC c/o wN III.ANAGEMENT PO BOX 7270 AVON co 81620 APPIJICANI NEW EI-,ECTRIC PO Box 957 Avon co 4L620 License:690-S CONTRACTOR NEW EI-,ECTRIE PO Box 957 Avon co 8J-620 License:690-S Desciption: INSTALLATION OF A FIRE ALARM Valuation: $35.500.00 06/2e/2005 06/28/2006 Phone: 949-46st 06/28/2006 Phone: 949-455L FEE SUMMARY ****:f *:r:i:f :i**{.+r++:r++*++*i.+{.*'r.**'|!r*i(**+****)t'i:i****r.{<*i(d(r<,***** Elecrical---- -> DRB Fee-----> Investigation-- > Will Call--- *'.> TOTAL FEES-- > Approvals: Item: 05600 FIRE DEPARTMEIiI| o7 /Le/2006 mvaughan resubmit. 08/28/2006 mvaughan Action: DN plans are not reflected ceiling plans. Action3 AP see I/h/n. $0.00 $0.00 $0.00 $0.00 Total Calculated Fees- > Additioml Fees--------- ) Total Permit Fee---- > Payments:-------- > BALANCE DUE---- >$0.00 CONDITIONS OF APPROVAL +t|tl.t'*'t'|***:t*{.**jld.*****d(,t*d.*+{.*****'()t*'*******+t+t4.+:f!|.{.{.++|t:t.'t.|t!t**** 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 Town applicable thereto. AM-5PM.REQUESTS FOR INSPECTION SHALL BE MADE TWENTY.FOUR T 479-2t35 FOR HIMSELF AND OWNET 'f ****'i*ri*'***,t't,S't*,tr*****,t************+*****,1.*******************.1.******,t**************ir****t ** TOWNOFVAIL, COLORADO Statement +*:r * ** ti *** ****** +* ** **** *++* * *'1.*** ***** +*'r * * ** * * **:r.**:* * **** * *****'1. +* * *** * * *** 'r* * ** * ** * * * * * * * 563 .25 09/27 /200604:03 PM fnit: tC Nota!ion: #42979 /NEw Statement Nurnber: R060001558 Amount: $L, Palment Method: Check ELECTRIC Permit No: A06-0056 I\q>e: ALARM PERMIT Parcel No: 2103 -L21-0001-7 Site Address: 1325 WESTHAVEN DR VAIL Irocation: 1325 WESTIIAVEN DRIVE Total Fees: This Pal.ment :Dr, JO5 . Zf TOIA]. AIIJ PMtE : Balance: * * *:* * * * ****:I* *** ** +* * **** * **** ****+'t *** ** * ** + '1. * * ***.t** *:|** * * ****+ * ** * +** *!t ** * !t* '*** *:** * *:t* {< * * $1, s53 .25 $1, s53 .2s $0.00 Current Pmt6 l_,331.25 232 . O0 ACCOTINT ITEM LIST: Account Code BP 00100003111100 PF 00100003112300 Description FIRE AIJARM PERMIT FEES PLAN CHECK FEES r\2,: 10yl{0FI'l|ltt/ Commerclal &at Ume of listed on the75 S. Frcntage Rd. Vail, Colorado 81657 lPf l3q"i"JP][glTl-[:1*i::r.y,*:2- page of this form. Applica6on will not be aepbd without thls lnformaUon. COT{TRACTOR INFORIIATIOT{I? *l glq2*r''( COMPLETE VALUATIONS FOR ALARM PERUIT (labor & ilahraals) '€ 9e-a\rdrt rA - 'r-r-tta.rns!."t S R"15e gt @nbct Easle @untvAwrc Offie at 970-328 StJ,7q o$ : tilO orvisit ;NE 'ry forPatel# Parcef # 2l O2rl Zt - OOO | -1 Job Name; , f) \tr-)14r k*1JflJ,L( mfno: Job Address: ----\ ^l3tn NrcTllkuq-I J){Lt Ve Legal Description Lot:Block:Filing:Subdivision: It? n*tts fi- 1drJ4 Detailed descripHon of work: Ir-L<raU-,qi,o^t of FiL€ +Lfrpl'l work Class: Newfl) Addition ( ) n"t F:\dev\FORIlS\PERMm\Frc\alamjerm-1 2-0t05'doc Page I of 5 1205/2005 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Qroo*r""Nr oF coMMUNrrY oev;opN,rBNr DR VAIL DRIVE 04 / o7 /2006 04/o7/2006 Phone: 97o-949-46sL 04/07 /2006 Phone: 970-949-4651 54345 $2,495.65 s0. oo $0-00 $3-00 52 , 499 .6s Desciption: COMPLETE ELECTRICAL FOR NEW CONDOS Valuation: $700,000.00 Square feet: *Ll.r<*****:B:*:F:t*:f :t*+,!:t*:t{.:itr.+)N{r:t ,t :t**t***********r< jr**:B,t *:t:f :}:t:t*t++:B:}*+* FEE SUMMARY Electrical--.---: > DRB Fee----- > Investigation-- > Will Call--------- > TOTAL FEES-- > TOWN OF VAIL 75 S. FRONTAGEROAD vArL, co 81657 970-479-2t38 i Job Address: 1325 WESTHAVEN Location.....: 1325 WESTHAVEN Parcel No...: 2lO3l2lWL7 Project No : f .(SO c1_OkaJ O!\INER MIRUS ].LC C/O WN MANAGEMENT PO BOX 7270 AVON co 41620 APPI-,ICAIflI NEW EIJECTRIC INC, P O BOX 957 AVONco 87520 License: l-L0 -E CONTRACTOR NEW ELECTRIC TNC, P O BOX 957 AVON co 8L620 I-,icense: 1l-0-E E06-0040 f3os o 1.rc.. ISSUED 04t07t2m,6 04n2t2w t0twt2006 Total Calculated Fees- > Additional Fees----- > Total Permit Fee---- > Payments--------- > BALANCE DUE----- -.> 52,499-6s $0.00 92 ,499 .6s $2,499 - 5s $0. 00 Approvals: Item: 05000 EITECTRICA.T-, DEPARTMEIflT 04/Lo/2006 shatrn I Item: 05600 FIRE DEPARTMEIIT Action: AP CONDITIONS OF APPROVAL Cond:12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPI-,IANCE. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all thq 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 io the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOIJR HOI,IRS IN ADVANCE BY TELEPHONE AT 2149 0R AT PM. OFFICE FROM 8:00 AM - 4 *:t***:tt*****:t*************+*'t***.t*:!*******************+***1.*****************+*******:t ******* TOWN OF VAIL, COLORADO Statement * {.*,}*{. ** * *** ******** * *** '}**,i t,t **** **** * **'t ** * ** ** * * *** ****** ** * *** ***** ** * ** ** **** *** * +** * ** Statementi Number: R050000361 Amount: i2,499.65 04/t2/200G01:2? pM Payment. Method: Check Init: LT Nocation: New Electric / ck 4 1513 Permit No: E06-0040 Tl4)e: ELECTRICAL., PERMIT Parcel No: 2703 -12L-OOOL-7Site Address: 1325 WESTHAVEN DR VAIL Location: L325 WESTHAVEN DRf\,'E Total Fees ? $2,499 .65This Pa].ment: $2,499,65 Total ALL pmts: 92,499.GsBafance: $0 .00 ** ** *** * * ** ** ** +***:t ** * ******** ** * *** *** * *** ***** ****+***:i* * * *+* *+* ** ***++* +**** *** * *** * * ** * ACCOUNT ITEM LIST: Account Code Description Curyent Pmts EP 0010 0 0 0311L 1.0 0 wc 0010000311.2800 ELECTRICAT PERMTT FEES WII.,I] CAI,I., INSPECTION F'EE 2 ,496 .65 3 .00 Apn O? O6 1O:4?a Jt -fi r't !: r,q'f, r' AP ,ffi] ---$SrMWNOPVAILIY 75 S. Frontage Rd. Vail, Colondo 81657 Neu ErTtric, Inc s?os4sir4 feou CONTMCTOR INFORMAEON p.2 Elechical Contractoi: nil:Z tr/ i. t.g t riar c, 7 ;\i c-. Town of Vail Reg. No.:itr F Contact and Phone *Ct ( I t; i '/'i t1t,":f / Contractor Signaturg: COMPLETE SQ. FEET FOR NEW BUILDS and VALUATIONS FORALL oTHERs (Labor & Materiats) AMQUNT OF SQ FT IN STRUCTURE:u,ELECTRTCAL VALUATToN: $ 700 , ilA . g Contact County A.s?e€Forc Office atgT0-g&g-gflzp or vlsit forParceI #t"t""l* fn"q"i..a Job Name: tilts-i'!', A',:r)i:J f.',. .l . :Job Address: l3;?j' [t,t-."-;7' 77,'2s,-c i a Dr;r-LLY Legal Descriptior ll r-oe ll elockr ll Htins,Subdivision: Crt S( c'r.l.,t L'i..tl ( c, 7.P,-- Owners Name: r.rr-,1i1; \ i.r_ C Address: p:_ (:.:r TAi-Lt Phone: Engineer: - :_-llajdrgs$Phone: Detailed descripUon o - .etrcl"rr, N"*(t4" Ad Rurnodur ( ) R"p"ir( I Temppower( ) other( ) Work Type: Interior ( ) Extertor ( ) Aofr\ (,.,-f No. of Existing Dwelling Units in this buitding: /No. of Accommodation Units in this building: { Does a Fire Al r System E\istr y*r g-ffi TOWN OF VAIL ?rr*rr"*r oF coMMU*r" orutPMENr 75 S. FRONTAGEROAD vArL, co 816s7 970-479-2138 NOIP: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ELECTRICAL PERMIT Permit #: E05-0269 $0 .00 $0. 0o s0.00 $3 .00 s3. 00 $60.50 $0.00 Total Calculated Fees- >$3.00 Additional Fees-----> S57. 50 Tohl Permit Fee----> 560.50 Payme s----------> BALANCE DI'E.------ > Approvals: ftem: 05000 ELECTRfCA! DEPARTMEIfT tt/o3/20o5 shahn Action: AP Lr/o3/2oos SHAHN Action: AP ITEM: 05600 FIRE DEPART!{TNI x.'r*ft+,|*++t+*i.** CONDITIONS OF APPROVAL Cond: 12 (BI-'DG.): FIELTD INSPECTIONS ARE REQUIRED TO CIIECK FOR CODE COMPLIANCE. Cond: CON0007701 TYPE NM CABIJE IS NOT AIJIJOWED. DECLARATIONS I hereby acknowledge ttrat 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 cornply 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 of the Town applicable thereto. 3o5 -o1r1 Job Address: 1325 WESTHAVEN DR VAIL Status . . . : ISSUED Location.....: 1325 WESTHAVEN DRryE Applied . . : fin3?Cf,is Parcel No...: 210312100017 Issued . . : llllDlz0fis hojectNo : '1 R.5OL(- o,{a? expires. .: 0510'2'6 owNER MrRUS rrlrc LL/O3/2O05 C,/O WN MANAGEMENT PO BOX ?270 AVON co 8L620 APPIJICAITT NEw EIJECTRIC rNC, LL/O3/2O05 Phone: 97O-949-465L P O BOX 957 AVON co 8L620 License: 110*E coNrRAcToR tfEw EIJECTRIC INC, ]L/03/2005 Phone: 97O-949-46s1 P O BOX 957 AVON co 81520 L,icense: L10-E Desciption: WESTHAVENCONDOS-TEMPORARYPOWERONLY Valuation: $2,0m.00 Square feet: 0 tt+++tt*t*******:i*'t****:*:+****t+tta+++t'l*****it****:l:t:t******{.*{.:t *{ttt FEE SUMMARY Electrical----- > DRB Fee------- > Investigation:- ) Will Call--:--- > TOTAL EEES-> o TWENTYREQUESTS FOR INSPECTION SHALL BE MADE PM. -FOIJR IIOI,JRS IN ANCE 2149 OR AT OttR OffiCE FROM 8:00 AM - 4 CTOR FOR HIMSELF AND OWNEF l/LA- **'l:* ** f ******'i******++*+*+*********** **,*********************+***++* +*+********* **** ********* TOWNOFVAIL. COLORADO Statement 'il.{.**f ***+*+++++**+*****+********+**,}*{.'}++*******+*** ++++**t*'}+r}** *'t:}***** +*** *****+****** ** Statement Number: R050001922 tunount: Payment Method: Check 40587 $50.50 ILlLO /2OO5O1 :09 PM Init: IJT Notation: New Electric / ck Permit No: Parce1 No: Site AddreEs : Location: This Pa)ment: ACCOUNTITEM LIST: Account Code EP 00100 0 0311110 0 wc 00100003112800 E0s-0269 2103-121-0001-7 1325 WESTIAVEN DR VAIL 1325 WESTIIAVEN DRIVE $50. s0 DescriDtion TYPE: ELECTRICAI' PERMIT AI.,ECTRICA], PERMIT FEES WILL CAI,L INSPECTION FEE Tota1 Fees: Total ALL, Pmts : Balance: $60. s0 $50. s0 $0.00 Current Pmt6 57 .50 3.00 s?ds4s APPUCATION WILL I{OT BE ACCEPTED IF IIICQMPLETE OR Neu, Electnic. Inco s35o p.2 Building Permit #: Electrical Permit #: 75 S. Frontage Rd.i,;ii;'##A',,:,Ti r, FAS,#O, rm 97 O- 47 9 - 2L49 (Inspecti ons) Electrical @ntsactor; Nt-vti ELecTP ( c ,?.n {Town of Vail Reg. No.: il0 tr Contact and Phone #'s:qvc-qil$. L/(r s / E-Mall Address:I Contractor Signaturel st;ot'a . o DAMOUNT OF SQ FT IN STRUCTURE: at970-328-8640 or Parcel #&/C,3la/OoOt'-t rob Name: lV/e s{ hoven C .'r^, d os rob Address: aasg_xr;#.] 7L{_L r;#, wffi Legal Description ll Lot llato.n fl rilinst Subdivision: ownersName:14 1(tr5 LIC llAddress: 20. tSq V)noELrWt flPhone: Engineer:Address:lPhone: Detailed description of work: -.,-l€rvrp potJe ? *tL,? WorkCtass: New() Addition( ) Remodel( ) Repair( ) TempPower(X)_Other( ) WorkType: Interior( ) Exterior( ) Both( )Does an EHU o<ist at this location: Yes ( ) No ( ) No, of Exlsting Dwelling Units in this building:No, oF Accommodauon Units in this bullding: Is thls permit for a hot tubr Yes ( ) No ( ) Does a Fire Alarm ExisE Yes ( ) No (@exist Yes( ) No( for Parcel .*,..".dt*.*.*.j \Wail\dntr\cdev\FoR MS\PF.RMlTs\EI FCPERM Doc TOWN OF VAIL FIRE DEPARTMEN' 75 S.FRONTAGEROAD vArL, co 81657 970-479-2135 OWNER MIRUS IJIJC C/O WN MANAGEMEMf PO BOX 7270 AVON co 8]-620 APPITfCAMI SPRTNKLERS R US rNC. 35 APACHE TRAIII CARBONDALE coIJoRADO 81523 I-,icense: 71-0-S CONTRACTOR SPRTNKI,ERS R US TNC. 35 APACHE TRAIL CARBONDALE coI_,oRiLDo 81523 License:7L0-S VAIL FIRE DEPARTMENP NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Job Address: 1325 WESTHAVEN DR VAIL Location.....: WESTHAVEN CONDOS- BI]ILDING'A' AND'B' Parcel No...: 2l03l2lMl7 Project No : ?f{ 5. C \1 - O; "11 Permit #:F06-m41 Desciption: INSTALL NEW DRY STANDPIPES IN ALL STAIR TOWERS AND FDC Valuation: 51.600.00 Mechanical-- > Ptan Check-- ) Investigation- > Will Call--- > $0.00 Restuarant Plan Review-> $3s0.00 DRB Fe€--:-------- > $o. oo TOTAL FEES----------> s0.00 Item: 05100 BUIIJDING DEPARTMENT Item: 05500 FIRE DEPARTMENT 07 /L8/2006 mvaughan AcLion: AP CONDITION OF APPROVAL Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPITIAI{CE. 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 of the Town applicable thereto. Br -; -<,4('( Status...: ISSUED Applied. . : A7rc5/20[,6 Issued. . : 0712512006 Expires . .: 07/05/2006 07/os/2006 Phone:( e70)963-8?52 07/05/2005 Phone: (970) 963-87s2 FEE SUMMARY *****t(t(******tt++**i.rt('******+i.*******:l:*:t+ti.:lt:t**{<x.'r'********** $0.00 Total Calculated Fees-- > $0. 00 Additional Fees--.-----.-> 9418. oo Total Permit Fee----- > Payments------.---- > BALANCE DUE:----.- > s418.00 $0.00 $418.00 $418 - 00 $o. oo REQUESTS FOR INSPECTTON SHALL BE MADE TWENTY-FOUR ITOURS IN ADVATICE BY TELEPHONE AT 479-2135 FROM 8:00 AM - 5PM. CTOR FOR HIMSELF AND OWNEI *{t't *+*'t ******,t *****+**ttt+i**'t d.***{.:}**********+*****,t************:t.**++***'1.***!t*'}**,},t*******'}* TOWNOFVAIL, COLORADO Statement ***:lr***********'*********+********+****** *** **:* ***** * ***** * * *** **1. *+* * 'F*:t:1.* * * *:l** ** *** ****++ * Statement Nudber r R05oo0LO?2 Amount: $418 -oo O7 /25/200511-:58 AM Palment Method: Check Init: DDG 83\8- Notation: Sprinklers R us .9€+& Permi! No: Parcel- No : Site Address : Locat.ion: This Payment: ACCOT/NT ITEM LIST: Account code BP 0 01,0 0 0 0311110 0 PF 00L000031123 00 *********+++***tt*********'t*.*******+******'l****'t**f****.******+**,*,t :t***************+*+***++*** F06-0041 qrpe: SPRINKLER PERMIT 2to3 - L2t- 0001- 7 1325 WESTHAVEN DR VAII-, WESTHAVEN CONDOS - BUII,DING IAI AI{D IBI Total Fees: F4r.8,00 Tota1 Al-,L Pmts : Balance : Descript ion SPRINKLER PERMTT FEES PI,AN CHECK FEES $418.00 $4r_8.00 $0.00 Current Pmts 58.00 350.00 s MWWYAILIY 75 S. Frontage Rd. Vail, Colorado 81657 Fire Sprinkler shop drawings are required at time of permit submittal and must include the following. Permit application will not be accepted without this information:. A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp.. Equipment cut sheets of materials.. Hydrauliccalculations.. A State of Colorado Plan Registration form.. Plans must be submitted by a Registered Fire Protection Contractor. 9 7O- 4 79 - 2 7 3 5 (Insestions) CONTRACTOR INFORMATION Fire Sorinkler Contractor: €oeinkler< R l)< Town of Vail Reg. No.: 7to s Contact and Phone #'s: TL-le- lJJoi n" an- ?4E-tF18 E-Mait Address: , D i{ FIp.L@ sopRr (, N ET Contractor SignatureTy/ , ^ c... )l--flr',r"d^<Y- Dl".a--- COMPLETE VALUATIONS FOR ALARM PERMIT (Labor & Materials) t?,eg.r:!.\p 5 R*rrq< 61 5tJ/4 ob+he NE y4 , nty Alsessorc dffice at 97O-328-8640 or visitContact for Parcel # Parcel # rslr)3- lXI-DA6l-'7 Job Name: UJ r-:+\n^r*. Co,Jo,,v't- i. urn-s JobAddress: r3ls t,Jestl**. b*,e Legal Description Lot:Block:Filing:Subdivision: ownersNut"'fltr,ts LLc llAddress:p6.8,v7270.A,,n.(D llPhone: q7a-H|-6aa4 Ensineerl;hsL"^+.r ooot"'0;n,g* rnr3 Fr*<zo. cO Phonei )^ -4Dq - q/)K2 Detailed Location of work: (i.e., floor, unit #, bl$g. #) 2 9+air J},,.re.r s (O T,,\JlIv'a A c 2. 3i',c-G,rers @ B.,]U/'""R.. Detailed description of work: l\lll)nrr s*a nzloloe-s .J I d sta-\r- *nururs d trbC- t Work Class: New QQ Addition ( )Remodel( ) Repair( ) Retro-Rt( ) Other( ) Typeof Bldg.: Single-family( ) Two-family( ) MultFfamily()lC Commercial ( ) Restaurant( ) Other( ) No, of Existing Dwelling Units in this building: O No. of Accommodation Units in this building: 6 Does a Fire Alarm Exist: Yes ( ) No C<J Does a Fire Sprinkler System Exist: Yes ( ) No (X) 9ech"h G -/********** * * *y,{**t ***** ***************FOR OFFICE USE ONLY*"************************'}********** tt/ Other Fees:Date Received: Public Way Permit Fee: Occupancy Groupr ,+tg \WaiI\da[a\cdevU.ORMS\PERMITS\SPRKPERM, DOC 07n6n002 ,4\-/tf.\'r'at+/.J Nttl0Fvww HOW DID WE RATE WIIH YOU? Town of Vail Survey Community Development Departrnent Russell Fomsl Director, (970)479.213s Check allthat appfies. 1. Which Departnen(s) did you contacf Building _ Environmenbl_ Housng_- _ Admin _Planning DRB _ PEC no one avaifabf e_? 3. lf you wererrequired h wait, how long was ii before you were helped? . '-.i 4. Was your project reviewed on a timely basis? Yes / No lf no, why nofl 5. Was tris yourfirstlime to file a DRB app- PEC +p- Bldg Permit_ tUA 6. Please rate $e performance of the stafiperson who assisted you: 54321Name: (knowledgq responsiveness, availability) 7. 0verall efiectiveness of fie Front Service Counter. 5 4 3 2 1 8. What is fre best lime of day for you to use the Front Service Counter? 9. Any comments you have which would allow us to beter serve you nexttime? Thank you br taking the lime b complete this survey. We are commitbd b improving our servica TOWN OF VAIL FIRE DEPART"-? 75 S. FRONTAGEROAD vArL, co 81657 970-479-2t35 VAIL FIRE DEPARTMENP NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES SPRINKLER PERMIT Permit #: F06-N43 'Bo5-o 2\1 Job Address: 1325 WESTHAVEN DR VAIL Status . . . : ISSUED [,ocation.....: 1325 WESTHAVEN DRIVE Applied . . : 07/1212006 Parcel No...: 2lO3l2lML7 Issued. . : 08129120[,6 Project No : "fRJ6{- o(LJ Expires . .: owNER MrRUS LLC 07/L2/2A06 C/O WN MANAGEMENT PO BOX 7270 AVONco 81620 APpr-,rcANT SPRTNKT,ERS R US rNC. 07/L2/2O05 Phone: (gzO) 963-8752 35 APACHE TRATIJ CARBONDAI-,8 cotoRADo aL623 Iricense: 710-S coNrRAcroR SPRTNKLERS R US INC. 07/!2/2006 Phone: (970) 963-8752 3 5 APACHE TRJAIIJ CARBONDAI,E coLoRADO 8L623 License: ?10 -S Desciption: AUTOMATIC FIRE SPRINKLER SYSTEM FOR BUILDINGS A & B, PARKING GARAGE (ENTIRE BUILDING) Valuation: $107,000.00 *,***'t,t:Fitt**:t+l{.* Mecharical-- > $0. 00 Restuarant Plan Review-- > $0 . 00 Toal Calculated Fees-- > $4 , 897. 50 Plan Check-- > $350.00 DRB Fee--------:--> S0.00 Additional Fees------ > $0.00 Investigation- > $0.00 TOTAL FEES--------> $4,89?.50 Total Permit Fee--------> $4.89?.50 Will Call--- >$0.00 Paymenb*------:-- > $4, 89? . 50 BAI-A,NCE DUE---*..-- >s0.00 It,eM: O51OO BUTLDING DEPARTMEI{'T ftem: 05600 FIRE DEPARTMEIflf 07 /L8/2oo6 mvaughan Action: DN Plans are submitted on 1/8" scale. resnlrmit on I/4". 08/28/2006 mvaugtran Action: AP see L/H/N CONDITION OF APPROVAL Cond: l-2 (BI,DG.): FIELD INSPECTIONS ARE REQUIRED TO EI{ECK FOR CODE COMPLTANCE. 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 of the Town applicable thereto. REQUESTS FOR TNSPECTTON SHALL BE MADE TWENTY-FOUR HOURS IN ADVAI{CE BY TELEPIIONE AT 479-2135 FROM 8:00 AM - 5 PM.(\-q N\)+s\\\ ** ***** * * * *** *+ ++*** *** * *.** * ************* ********** * +++***.r******** *** *************+ +*** *** + TOWNOFVAIL. COLORADO Statement * * +* +****+*+t*** ** ++* * **** **** * ****** * * * *** * *+* ***+** * **{.* ****,r**** * * ****** +***+******+ {.**** statsements Number: R060001330 Amount: $4,897.50 08/29/200601 :05 PM Palment Method: Check Init: IrC Notat.ion 3 #83 4s/Sprinklers R Us Permit No: Parcel No: site Addfess: IJocation: This Payrnent: BP 00100003111L00 PF 00100003 7t2300 F06 - 0 043 2103-r-21-0001-7 1325 WESTHAVEN DR VAIL ].325 WESTHAVEN DRIVE $4. 897. s0 T)4)e: SPRINKI,ER PERMIT Total Fees: Total- AI,L Pmt.s : Balance 3 $4,897.50 $4, 897. s0 $0.00 +** +* +**** ***** **** ***+ ***** ****+* * ***+***'t,!++++** *****.* * ** *** ********+* ++:**** **'t *'l*{.* *** *< ** ACCOI'NT ITEM LIST: Account Code DescriDt ion Current f4nt6 SPRINKLER PERMIT FEES PI,AN CHECK FEES 4 , 547 .50 350.00 PA- e) q 9-oz7) 3 75 S. Frontage Rd. Vail, Colorado 81657 Fire Sprinkler shop drawings are required at time of permit submittal and must include the following. Permit application will not be accepted without this information:I A Colorado Registered Engineer's stamp or N.I.C.E.T. Level III (min) stamp.! Equipment cut sheets of materials.! Hydrauliccalculations.! A State of Colorado Plan Registration form.o Plans must be submitted by a Registered Fir€ Protection Contractor. COMPLETE VATUATIONS FOR ALARM PERMIT (Labor & Materials) 5e.i(to,n \1, \ot*:.nsf..o5, , Co un tv Assesstl Offlce i-s,"-?)**ag rW- N.g.V'{ Contact Parcel # *rr*******r.********r.********************FOR OFFICE USE ONLY******************tr**t r. * * r' * :t * * J. * * * * * * CONTRACTOR INFORMATION Fire Sprinkler Contractor: 5oo'r ^(\p rs- Q.- tJ.s Town of Vail Reg. No.: 1t0-s Contact and Phone #5: D.'*\e- He\o\,xo q-lo-1t{?-esqs JE-Mbil Address: d.KFi.e. (A S., oc.( - 're;fcontractor 'n"**Wo**J u Dfr*"- Parcel # (i.e., floor, unit #, bldg. #) WorkClass: Newfi) Addition( ) Remodel ( ) Repair( ) Retro-fit( ) Other( ) Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family fi) Commercial ( ) Restaurant ( ) Other ( ) No, of Existing Dwelling Units in this building:No. of Accommodation Units in this buildino: Does a Fire Alarm Exist: Yes ( ) No (1. )Does a Fire Sprinkler System Exist: Yes ( ) No X) F: \cdev\FORMS\PERMITS\Fire\sprinkler perm_12-5-05.DOC +8q1 t 12/0s/2@5 Q"n*r*ENr oF coMMUNrrY or.tort"*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0201 Job Address: 1325 WESTHAVEN DR VAIL Location.....: 1325 WESTHAVENDRIVE Parcel No...: 2l03l2lWl7 TOWN OF VAIL 75 S. FRONTAGEROAD VAIL, CO 81657 970-479-2138 Legal Description: ? r?.-S O\- O 1"t7 Proiect No : \\' owNER MrRus LLc 07/27/2006 C/O WN MANAGEMENT PO BOX 7270 AVON co 81"620 APPLICAITT 2 H Mechanical , LrL,C 0'7 /27 /2006 Phone: (9?0) '178-4560 556 S. Westgate Drive Grand ilunct ion Colorado 8L505 License : 307 -ln CO}{TRACTOR 2 H Mechanical, LL,C 07/21 /2006 Phone: (970) 778-4560 556 S. Westgate Drive Grand afunct ion Colorado 8l-505 License: 307-M Desciption: MECHANICAL WORK FOR NEW CONDO BUILDING WITH 13 UNITS OVER COVERED PARKING. VENTILATION AND SNOWMELT. Valuation: $800.000.00 Fireplace Information: Restricted:# ofcas Appliances: 0 # ofGas Logs: 0 #of Wood Pellet: 0 Mechanical:-) 516. 000. o0 Restuarant Plan Review- > Plan Check--> $4,000.00 TOTAL FEES------------> $20,003.00 Additional Fe€s---:---> Item: 05100 BUII-,DING DEPARTMENT 07/27/2006 JS Action: AP CONDITION OF APPROVAL Cond:12 (BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Cond: 22 (BI-'DG. ) : COMBUSTTON ATR TS REQUIRED PER CIIAPTER 7 OF THE 2OO3 IMC A}ID SECTION 304 OF THE 2OO3 IFGC AS MODIFIED BY TOWN OF VAII-,. Cond 3 23 (BLDG.): BOIILER fNSTAI-,LATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CHAPTER 10 OF THE 2OO3 IMC. Cond:25 (BL,DG.): GAS APPLTANCES SHALL BE TIEMIED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BLDG. ) : ACCESS TO MECHANICAI EQUIPMENT MUST COMPLY WITH CIIAPTER 3 OF TI{E 2003 rMC AND CHAPTER 3 OF THE 2OO3 IFGC.. Investlgation- > will cdl----- > $o. oo $3.00 &>:r -a;( t7 Status...: ISSUED Applied. . : 0712712006 Issued. . : U/27/200,6 Expires . .: 0112312007 FEE SUMMARY *t!r:+*,r+tt,'1.'1.**i!********:***{.'L*,t{.*:*****x**,r***'an*************** S0 . 00 Total Calculated Fees---> S2o, oo3 . o0 s0-oo Total P€rmit Fee-*---> $20, 003 . o0 Payments---------- > S2o, oo3 - oo BAI-ANCE DUE*------ >90.00 Cond: 3l- (BI.DG. ) : BOII-,ERS SHAI-,L BE MOT]I(fED ON FI-,OORS OF NONCOMBUS LISTED FOR MOI]NTING ON COMBUSTIBLE FIJOORING. Cond:32 (BI-,DG.): PERMIT,PITANS AND CODE AT.IALYSIS MUST BE POSTED IN MECI{ANICAL ROOM PRIOR TO AN TNSPECTION REQLEST. Cond: 30 (BLDG.): BOILER ROOMS SIIALL BE EQUIPPPED WITH A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSING OF IJIQUID WASTE PER SECTION 1004.6. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply wittr the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to tbe towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other o4!i of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOIJRS IN ADVANCE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OR CONTRACTOR FOR HIMSELF AND OWNET o TIBLE CONST. I'NI,ESS *'r***********+****:t**:i*******+**************'1.*****+****)t***:f*{.+**********.**:t * ****.*,}*{. + **:* *** TOWNOFVAIL, COLORADO Statement ******'$***+:+***+**,r***f*****'*'**.**,t'*******.****!**+**+*****{***+****jlr+******t ******* ***!&** * ** ** Statement Number: R060001095 Anount: Palment. Method: Check Mechanical LLC $20, 003 .0o 07 /27 /2o06r.2 :52 PM Init : IrC Notation: #]-278 / 2H Permit No: M06-0201 1'14re: MECITANICAIT PERMIT Parcel No: 2LO3-121-OOOI-7 Sit,E AddTESS: 1325 WESTHAVEN DR VAIIJ Localion: 1325 WESTHA1IEN DRIVE ?his Palment:$20, 003 . 00 ToEal Fees: $20,003.00Total AIrL Pmts: $20, 003 . 00 Balance: S0.00****+*******,f*j*+*********+******************!i******r.************r.1.****.***,1*******:*********** ACCOUNT ITEM LIST: Account Code Description Curren! Pmts MP 00r.00003111100 PF 001000031123 00 wc 00100003112800 IVIECHANI CAI, PERMIT FEES PLAN CHECK FEES WILI, CAJ,I., INSPECTION FEE t 5, 000.00 4, 000.00 3 .00 W.di'gcdry, Jultf 26, 2006 3;5i6:13 Pil Df 2H ll€cfirnicd ltc EGG 298 Gon|P.g.2 d 2 73 S. Front|go Rd. vrll, colondo t1657 lY) ob- ozo,Euifdlng PGmilt#rj0t{zlg__ - 4 -? , ifcdrenical Pqmlt #; lvl06- A os I 9ro-179-x,l.4g (tn$Gdons) APPlIcArIotr wrt l|or BE AccE?rrED rF lilGoltlPtErE ffiffiIffE$>,lj q?- OZt 7 o Omturdon Air Duct 9lr rd lrcttioo E FluGrVatrndGasUncSi!!ild lcrdona ]lot Lore Grlcs.c lqulpnant Crn SDc Shet3 to'| -/l6t4 fii-qEs 211) PGmrfr wlll notbrrocficd wf$otltU. noilawlng: Pr.ovidc lldrrnk l noom rtyout drlrlt b tc.lc tr' Indud.lo l.|ldtrnlol toom Dlmcndonr Phil H€rera 870-43$2380 000.00 Eight hundred thousend doll8rs snd no cants lob Nanre: Wbsthsv€n Condominiums 1325 l roslhaven Dri\€ Mechanical wcrk for n€rv condominium buildlng with 13 unf,Ls ov€r cowred pat*lng -e WakClass: Ne.r0() Additbn( ) AlEration( ) R+alr( ) Otter( ) BoilerL@ton: Interlorfi) Exterior( ) Othet( )DoesanEHt existattlrisbcation: Yes( ) No( ) Type of Bdg: 9ngile{anrily ( I Duplcx ( } MulU-family (X ) 0onmerrial ( ) Re*ttrdnt ( } Ofter( ) l'lo. of Acommodation Unib in thls btJldlfE:ilo. of Bdstlng Owelllq UniB h thls buildingr ilofiype of Freptacs Proposcd: Gas Apdiane ( ) Gas togs ( ) Wood/Pellet ( ) tlvood Burnhg (!tOT AI-LOWED) a wood burnlm tlre9lace to an x *rtrf rf f *rri**rt**rr.r****rrFoR oFFIcE usE ot{LY*tlr*rtt***'F+*'r*tf f tr*t*r*;*rt F:\dev\FoRH5\Femi6\AriEingvi€dtanrb, -**-" * ^tfrf& *U r& LLntt2wS TOWN OF VAIL 75 S. FRONTAGEROAD vArL, co 81657 970-479-2138 QrroorrENr oF coMMUNrrY or.ilontr*, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES MECHANICAL PERMIT Permit #: M06-0258 3o1'-o 1t1 Job Address: 1325 WESTHAVEN DR VAIL Status . . . : ISSUED Location.....: WESTHAVEN CONDOS Applied. . : W/20/2406 Parcel No...: 210312100017 Issued. . : 1Ol06l2W6 LegalDescription: .'ryr'^.r - OZ<-1 Expires. .: Q4lO4l2W7 Project No ' rr(Jv' o$INER MIRUS I-,IrC 09/20/2006 C/O WN MANAGEMENT PO BOX 7270 AVON co 81620 APPIJICANI WESTERN FIREPIJACE SUPPLY, T,NO9/20/2006 Phone: (719) s91-0020 ]-685 PAONIA COLORADO SPRTNGS coLoRADO 80915 License:323-M colflrRAcToR WESTERN FTREPIJACE SUPP]'Y, IN09/20/2006 Phone: (7L9) 591-0020 1-685 PAONIA COIJORADO SPRINGS cor_,oRADo 80915 I-,icense : 323 -M Desciptionr INSTALLATION OF 13 WOOD BURNING FIREPLACES Valuation: $45.712.16 Fleplace Information: Restricted:# ofGas Appliances: 0 #ofGaslogs: 0 #of Wood Pellet: 0 Mechanical-- > S92o.0o RestuaBnt Plan Review->$0.00 Total calculated Fees-'-> $1,153.00 Plan Check:-) S23o.0o TOTAL FEES------.----> S1,1s3.00 Additional Fees------ > Investigation- > Will Call----- > s0.00 $3.00 s0.00 Total Permit Fee---=--> S1, 153 . 00 Paymenls-------..--- --> $1, 153 - 00 BALANCE DUE-------- >$0.00 Item: 05100 BUILDING DEPARTMEMI L,/O6/20OG egunion Action; Ap IIEM: O55OO FIRE DEPARTMENT CONDITION OF APPROVAL Cond:12 (BI-,DG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPITTAIICE. Cond: 22 (BI,DG.): COMBUSTION AIR IS REQUIRED PER EHAPTER 7 OF THE 2OO3 IMC AND SECTION 304 OF THE 2OO3 TF'GC AS MODfFIED BY TOWN OF VAIIJ. Cond: 23 (BI,DG.): BOIII-,ER INSTAJ-,I,ATION MUST CONFORM TO MANUFACTURER'S INSTRUCTIONS AND CIIAPTER 10 OF THE 2OO3 IMC. Cond: 25 (BI-,DG.); GAS APPIJIANCES SHALIT BE VENIED ACCORDING TO CHAPTER 5 OF THE 2003 IFGC. Cond: 29 (BI-,DG.): ACCESS TO MECHANICA! EQUIPMENI MUST COMPLY WITH CIIAPTER 3 OF THE 2003 rMc AND .r{APTER 3 oF rHE ,'il rr"". . Cond: 3L (BI-,DG.): BOILERS SHALIJ BE MOI]NTED ON FLOORS OF NONCOMBUSTTBLE CONST. UNLESS LISTED FOR MOI]I TING ON COMBUSTIBIJE FLOORING. Cond: 32 (BI-,DG.): PERMIT,PITANS AND CODE AIIALYSIS MUST BE POSfED rN MECIIANICAI, ROOM PRIOR TO AN INSPECTION REQI'EST. Cond: 30 (BLDG.): BOII-,ER ROOMS SIALL BE EQUIPPPED WITI{ A FLOOR DRAIN OR OTHER APPROVED MEANS FOR DISPOSTNG OF rrrQUrD WASTE pER SECTTON 1004.6. 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 of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOI.IR HOURS PM. VANCE BY NE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4 oFo OR CONTRACTOR FOR HIMSELF AND OWNEF * * +* * *** * *** * * * * * ** * ** *'!+* * 'F**** * * * ** * * * *** * !t * * * **** ** **:t ** ***** ** *+*'t** ***** {. ** **.+* **** **** TOWNOFVAIL, COLORADO Statement *** * * **** * ** * *:l**** **** **.*,! **** *** * *** * +* *+* ********* **+** **** *** * **+** *'*:t:t**** ***+ + **:t:t * *** Statement Nudber: R050001653 Payment Method: Check FTREPI,ACE SUPPLY TNC . tunount: $1,153 .oo Lo/06/200503:37 PMInit: LC Notatj-on: *1369/WESTERN PermiE NO: Parcel- No: Site Address : Locati-on : . This Pa)ment: ACCOUNT ITEM LIST: Account Code MP 00100003L11l_00 PF 00100003112300 wc 00100003r.1_2800 M05-0258 2103-121_-0001-7 1325 WESTHAVEN DR VAII, WESTHAVEN CONDOS qt)e: MECIANICAL PERMTT $1, 1s3 . 00 * * *:** * * ***'t* *** *** **** +* *** * ** ***** ********** *** {. * ** *** ** * **< * t* *** ++,N.+**** ** *:* * **** ** *** **'t:t Descript ion Total Fees: ToTaI ALI., Pmtss : Balance : <1 rq? nn $L, r_s3 . 00 $0.00. MECHANICAL PERMIT FEES PIJAN CHECK FEES WILI, CA].,L INSPECTION FEE Current Pmts 920.O0 230.00 3,00 75 S. Frontage Rd. vail, Colorado 81657 F:\cdev\FoRMS\Pernits\Buildi n g\mechanica lJrermit-1 t -23-2005' DOC Permit will not be accepted without the following: Provide Mechanical Room Layout drawfl to scale to inclsde:q Mechanical Room Dimensionso Combustion Alr Duct Size and Locationo Flue, Vent and Gas Line Size and Locationo Heat Loss Calcs,o EquipmentCut/SpecSheets PLETE VALUATION FOR MECHANICAL PERMIT :t *******rft*******,fi*x*****FoR oFFICE USE ONLY********'1.*)k)******rif ******x*** CONTRACTOR RMATION Mechanical Contractor: I d/o< y'o -n ./1*--o./o. o Town of Vail Reg, No.: 32 3 --z( Contact Person and Phone #'s: 77o e 6€t 376o E-Mail Address:Fax#t q74t 6;/< ,to( Contrador sigruturu'9e 7/2. Assessors Office at or forParel # Parcel # Job Name: LtAsy'/*o.n 4.-4,JobAddress: ..- ,./" " 7' ;>7' l,//eg*/ o..-a- p.'-,:r/-1- Legal Description ll toh ll Block: ll Filins:Subdivision: **W2 /-d.1 /l c ltddress: ra ,, 7?p, .-1r.,4 g_/€zgl,Pho"e' Engineer:Address:Phone: Etam?escription of work: -Z-,,ot/o//a y'titea o1 / 3 ,r---42 hyt:lZt WorkClass: Newf) Addition( ) Alteration( ) Repair( ) other( ) Boiler Location: Interior ( ) Exterior ( ) Other ( )Does an EHU exist at this location: yes ( ) No ( ) Type of Edg: Single.family ( ) Duplex ( ) Multi-familyy.) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building:No, of Accommodation Units |n this building: /7 No/Tvpe of Freplaces Existing: Gas Applianceq ( ) Gas Lqos (/3) Wood/Pellet ( ) Wood Burning ( ) lonype of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ') Wood/Peltet ( ) Wood Burning (NOT ALLOWED) device? Yes ( ) No ()() ilf,ez lv23/2005 TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL. CO 81657 970-479-2t38 oo"ro*rrENr oF coMMUNrry o"t oor"r, NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES PLUMBING PERMIT PCrMit #: PO6-0O29.'-Bcr:--6 4(1 Job Address: 1325 WESTHAVEN DR VAIL Status . . . : ISSUED Location.....: 1325 WESTHAVEN DRIVE Applied . . : O4ll9l20fJl6 ParcelNo...: 2l03I2l0f]{)l7 Issued. . : 0412412W6 lrgal Description: -D D-T,,i* ,,\ 4 d --1 Expires . .: l0l2l/2Cfi6 Project No : ? 1{TO\" o Lc\1 oI^tNER MrRUS LLC O4/L9/2OO6 C/O WN MANAGEMEI\TT PO BOX 7270 AVON co 8L620 APPLICAIf,T 2 H Mechanical , LLC 04/L9/2006 Phone: (970) 778-4560 555 S. Westg'ate Drive Grand ifunction colorado 815 o5 IJicense: 3 07-M COIITRACTOR 2 H Mechanical , I-,LC 04/L9/2006 Phone: (970) 778-4560 555 S. Westgate Drive crand ilunction Colorado 81505 IJicense: 307-M Desciption: NEW PLUMBING; SANITARY; STORM; WATER PIPING; GAS; FIXTURES Valuation: $400.000.00 Fireolace Information: RestricEd: ?? Plumbing:- > $5,000.00 Res0Jarant Plan Review > # of Gas Appliances: ?? # of Gas Logs: 'l? # of wood Pallet: ?? FEE SUMMARY $0 . 00 Toml Calculated Fees--> 57, 503 - 00 Plan Check-- > S1,500 - oo TOTAL FEES-------------> S?,503.00 Additional Fees----------- > Investigadon- > Will Call--- > $0.00 s3 .00 Total Permit Fee-----> S?. 558.00 Payments.---------- > BALANCE DUE---.---.- > $7,558.00 $o. oo Item: 051-00 BUII-,DING DEPARTMEIf,I o4/a9/2oo5 Js Action: AP CONDITION OF APPROVAL Cond: 12 (BI,DG.): FIELD INSPECTIONS ARE REOUIRED TO CHECK FOR CODE COMPI-,IANCE. 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 of the Town applicable thereto. REeUESTS FOR INSPECTTON SHALL BE MADE TWENTY-FOIIR HOIJRS IN ADVANCE BY TELEPHONE AT 479-2149 OR AT OUR OFFICE FROM 8:00 AM - 4PM(\ri) )r) \'/ }\F-'**J\\= ***+***********************++*************'N.'t*{.**:}************************,t {.***************** TOWNOFVAIL, COLORADO Statement * * 'N(** * * * *+*+ * * * ** * ** * *** * * ** * * *** ** * * * * **+ * *** * *** * ** * * **+'f+* ** +* * * * ***** * * ** ** * * * * * * ***** ** St.atement Nuniber: R050000426 Amount: Payment Method: Check IJLC IT922 $7, ss8 .00 04/24/200609:07 AM INJ-T: DDG Notation: 2H Mechanical_, Permit No: Parcel No: Site Address : Irocation: This Pa)rmenL.: cL 00r.00003123000 PF 001_00003112300 PP 00100003111L00 wc 001-000031-1-2800 P06-0029 T]?E : PLI]MBING PERMIT 2103 -L2L-0001-7 1.325 WESTHAVEN DR VAIL 1325 WESTHAVEN DRIVE $7,5s8.00 Des cript ion Total Fees; TotaL AJ,L Pmts : BaLance : $7, ss8 . 00 $7, ss8.00 $0. oo**{.{.*******:**,}**********,t********************************'t *+*****************+********+++*** ACCOUNT ITEM LIST: Account Code Current Pmts COIflTRACTOR LICENSES PI,AN CHECK FEES PIJUMBING PERMIT FEES WIIJIJ CA]JIJ INSPECTION FEE s5.00 1,500.00 6, 000.00 3 .00 Tuesdry, April 18, 2000 9:04:57 Pltl ITDT It zH €chsnicdl,-cceezee.fp.y |lo utq-"$sz ?.ge 2 of 2 ^LTFI h--\L .t I _!-1I., l:f'ffiff;" aoilPLEri rqnn4!1s',FERllII (trbof t lrabdals) Trytr i] V F N-nl APR 1ti 2000 A TOWN OF VAIL IViF"hl lt11 2006 rll E \ /.4 lt rFAte lC. \!4 lL- APR 18 TrlrAtNl r\I \JVV l\ \J El( \fll A Professloral Corporaiion .: N 'o.r.r5p lr;d \V S,rte u Vail. CO 31657 !170/ 476 5105 FAX 970,'.176-071t] l\,lA@r.r'rorier erch itects.com October 5, 2005 Chris Gunion Stan Hahn Town of Vail Building Safety and Inspection Services Department of Community Development 75 South Frontage Road Vail, Co 81657 RE: Bldg. Permit # 805-0219 1325 Westhaven Drive MonTeRARCH rrtcrs ffi#ffi$mw ffi,mffi3r Dear Mr. Gunion & Mr. Hahn; This letter accompanies the drawings and information you have requested for the permit approval for the above referenced project. This information corresponds to the responses already submitted to you in our letter dated October 3. 2005. I am returning two full drawing sets withlhe following new sheets inserted: A-2.0 Parkino Plan " A-2.2 SeconI LevelPlan 4 A-2.3 Third Level Plan4 A-2.15 Unit A2O2Planr' A-2.17 Unil ABO2Plany'_ A-2.19 Unit A3O2Planr' A-2.21 Unit 8302 Plan (LowegLevel)-/' A-3.1 Buildinq Elevationsr,- A-9.2 Buildin! Elevagns' A-6.1 Wall Types/ ,-A-7.2 Graphic Door ScheduleY A-8.8.0 Fireplace Elevations/Sections--- A-8.8. 1 Fireolace Elevations/Section$-/ A-8.9 Fireolace Elevations/Sections |'- A-8.'t0 Fireolace Elevations/Sectionsy' A-8.1 1 Fireplace Elevations/Sections c----, A-8.12 Lobby Elevations -- A-8.13 Lobby Elevations - E- 2.0 Garage Electrical Plan E4.1 One-Line Diaqram & Schedules Also attached to this letter are: Revised Door Hardware Set Schedule form specification section 0871 1 Firestopping details I will coordinate inserting new sheets into the current sets with Public Works and VFES. [,lortera rch ilects. co rn MA response ltr doc Bldg. Permit # 805-0219 1325 Westhaven Drive 10/5/2005 Page2 This information addresses each of your comments on your letter dated Ogl29l05 and our response letter on October 3 except for the following amended items. 36 Include complete specification and manufacturer's listing for the proposed sidelight windows at the unit entry doors from the corridors. Glazing may no exceed 25% of the common wall area between the unit entries and the corridor unless tested as part of the door assembly. IBC 715.4.7.2 and 715.3.3 These doors have been amended to be double swinging doors with the appropraate hinges, and coordinator. The "non-egress" leaf will have manual flush bolts as allowed in IBC section 1008.1 .8.4. See revised specification section 0871 1 and sheet A-7.2. 40 Include complete firestopping details for all piping, conduit and similar penetrations per IBC 712. Include the UL or other listing for each type of penetration in each type of assembly. Firestop Details with UL listed assemblies are attached. We reserve the right to provide alternative firestopping details based on alternate manufacturers. All firestopping shall comply with an approved UL listed assembly. 57 Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces except where such shrouds are listed and labeled for use with the specific factory built fireplace system and installed in accordance with the manufacturer's installation instructions. IMC 805.6 We are still waiting for information from the manufacturer on this issue. We will submit it as soon as possible. Please do not hesitate to call any of us for further questions or clarifications. //!fth^ On behalf of they'Westhaven Design Team: Lelia Stoner, Redwine Engineers Marc Sacconi, Beadin-Ganze Consulting Engineers Gary Brooks, Alpine Engineering Dennis Anderson, Landscape Arch itect CC: C. Davis T. Faulhaber W ESTTIAVEN CONDOMINIUMS Vail, Colorado l. Rpvraro lo.5.o{ 100% CD: September, 2005 FORCONSTRUCTION J.Z Door Closers: Adjust sweep period so that from an open position of 70 deg rees, the door will take at least thLree seconds to move to a point 3 inches (75 mm) from the latch, measured to the leading edge of the door. FIELD QUALITY CONTROL Inspections: Owner will engage a qualified independent Architectural Hardware Consultant to perform inspections and to prepare inspection reports. DOORHARDWARE SETS Door Hardware Set No. I Condo Door to fire each to have the fo Electronic Cylinder w/ Mortise Controller Lever SWle - TBD Top & Bottom Mounted Flush Bolts Stvle - TBD Door Hardware Set No. 2 Closet (Double) Door; each to have the following: 3PR Hinges to Suit SMe -TBD Mfr. -TBD 2EA Cylinder Latchset - Passage Lever Style - TBD Mfr. -TBD 2EA Roller ball catches Style - TBD Mfr. -TBD Door Hardware Set No. 3 Bedroom/Bathroom Door; each to have the following: 1V PR Hinges to Suit Style - TBD Mft. -TBD 1EA Cylinder Lockset - Privacy Lever Stvle - TBD Mfr. -TBD IEA Door Stop - wall mounted Sryle - TBD Mft. -TBD DOORHARDWARE 08711- 11 WESTHAVEN CONDOMINIUMS Vail, Colorado Oroo"n cD: Seotember. 2oo5 FORCONSTRUCTION Door Hardware Set No. 4 Closet (Single) Door; each to have the following: 1%PR Hinees to Suit style - TBD Mfr. - TBD IEA Cylinder Latchset - Passage Lever Style - TBD Mfr. -TBD IEA Door Stop - wall mounted Style - TBD Mfr. -TBD Door Hardware Set No. 5 Condo Entrv Door to Stair: each to have the fo Door Hardware Set No. 6 Lobby to Stair (fire rated); each to have the followine: 1%PR Hinges to Suit Hearry duty Sryle - TBD Mfr. - TBD -\.--1EA Cylinder Lockset - Light/Medium duty Lever Style - TBD Mfr. - TBD (Shall not requre more than one operatlon as per IBC \ 1008.1.8.5 ( 1EA Door Stop - wall mounted Style - TBD Mfr. - TBD ---..-..--Z IEA Sweeps Under mount type Mfr. - TBD 1EA Smoke Seal As per code Mfr. -TBD lEA Closer Style - TBD Mfi. -TBD IEA Kickplate Style - TBD Mfr. - TBD DOORHARDWARE 08711 - 12 WE STHAVEN'.,*O.'''T'', Vail, Colorado O ,00", cD: September,2oo5 FORCONSTRUCTION Door Hardware Set No. 7 Stair to Exterior; each to have tl re following: 1%PR Hinge s to Suit Heary duty style - TBD Mfr. - TBD 1EA Cylinder Lockset - Storeroom LighrMedium duty Lever Style - TBD Mfr. -TBD Shall not requlre mole than one op€ratlon as per IBC \oos.t.s.s lEA Weatherstrip - @ head & jamb sryle - TBD Mfr. - TBD \_-A.-/ IEA Sweeps Under mount type Mfr. - TBD IEA Smoke Seal As per code Mfr. -TBD IEA Closer style - TBD Mfr. - TBD lEA Kickplate SEle - TBD Mfr. -TBD Door Hardware Set No. 8 Bedroom to Bathroom (Pocket); each to have the followine: IEA Pocket Door hack and rollers Style - TBD Mfr. - TBD lEA Mortise Privacy Latch for Pocket Door Style - TBD Mfr. - TBD 2EA Fingerpulls Style - TBD Mli. -TBD Door Hardware Set No. 9 Stair to Lobby @ Parking Leve only (fire rated); each to Irave the followins I %PR Hinges to Suit Heaw duty Sfyle - TBD Mfr. -TBD ^.\lEA Cylinder Lockset Light/Medium duty Lever Stvle - TBD Mfr. - TBD Shall not require more than one operation as per IBC a1008.1.8.5 1EA Door Stop - wall mounted Style - TBD Mfr. -TBD \--.\=-l IEA Sweeps Under mount type Mfr. - TBD 1EA Smoke Seal As per code Mfr. -TBD 1EA Closer Style - TBD Mfr. - TBD lEA Kickplate Style - TBD Mfr. -TBD DOORHARDWARE 08711 - 13 *ESTHAVEN.o*oo*ttt, Vail, Colorado O ,oo* cD: September.2oo5 FORCONSTRUCTION Door Hardware Set No. 10 Mechanical & S Room (fire rated): each to have Lhe fi Style - TBD Lockset - Storeroom, Light/Medium duty Knob Sryle - TBD requlfe more than one operation as per IBC 1008.1.8.5 Door Hardware Set No. I I /t Teleohone Room - double doorsl each to have the followrng 3PR Hinges to Suit, Heavy duty style - TBD Mfr. -TBD -\r-r\ lEA Cylinder Lockset - Storeroom Light/Medium duty Knob Style - TBD Mfr. -TBD Shall not require more than one operatlon as per IBC \ 1008.1.8.5 1EA Cylinder Lockset - Dummy Light/Medium duty Style - TBD Mfr. -TBD \-,n-- 2EA Door Stop - wall mounted sfyle - TBD Mfr. - TBD 1EA Smoke Seal As per code Mfr. - TBD lEA Closer Style - TBD Mfr. -TBD lEA Coordinator style - TBD Mfr. -TBD DOORHARDWARE 08711 - 14 WESTHAVEN 'O*OO''*T'Vail, Colorado 00% CD: September, 2005 FOR CONSTRUCTION Door Hardware Set No. 12 to Elevator each to have the followin Style - TBD Cylinder Lockset - Passage, LightMedium duty Lever Style - TBD Shall not require more than one operahon as per IBC 1008.1.8.5 Door Hardware Set No. 13 Exterior Entrv ftlde A); each to have the following 1%PR Hinges to Suit, Heaw duty Style - TBD Mfr. - TBD 1EA Door Pulls Style - TBD Mfr. -TBD 1EA Closer Style - TBD Mfr. - TBD I EA.Door Holder Style - TBD Mfr. -TBD lEA Door Stop - wall mounted Sryle - TBD Mfr. - TBD lEA Sweeps Under mount type Mfr. - TBD IEA Weatherstripping Style - TBD Mfr. -TBD lEA Kickplate Stvle - TBD Mfr. - TBD Door Hardware Set No. 14 Exterior Entry (bldg B); each to have the following 3PR Hinges to Suit, Heavy duty Style - TBD Mfr. -TBD 2EA Door Pulls Style - TBD Mfr. -TBD 2EA Closer Sfyle - TBD Mfi. - TBD 2EA.Door Holder SMe TBD Mfr. -TBD 2EA Door Stop - wall mounted Style - TBD Mfr. -TBD 2EA Sweeps Under mount tyoe Mfr. -TBD 2EA Weatherstripping Style - TBD Mfr. -TBD 2EA Kickplate Style - TBD Mfr. -TBD DOORHARDWARE 08711- 15 WESTHAVEN CONDOMINTS Vail, Colorado 00o/o CD: September, 2005 FORCONSTRUCTION Door Hardware Set No. 15 Garage Door (Overhead); each to have the following 1EA Track, Motor, closing devices, weatherstripping, etc. As per door manufacfurer Door Hardware Set No. 16 ) A Elevator I.obby to Exit Lobby (fire rated); each to have the following I %PR Hinges to Suit, Heavy duty Style - TBD Mfr. -rBD ( -\2EA Mortise lockset - Entry w/ electric strike Lever Style - TBD Mfr. - TBD Shallnot \requlre more than one operatlon as per IBC .1008.1.8.5 1EA Closer style - TBD Mfr. -TBD \> 1EA Kickplate Style - TBD Mfr. -TBD 1EA Sweeps Under mount tvpe Mfr. - TBD lEA Smoke Seal Stvle - TBD Mfr. - TBD Door Hardware Set No. 17 Closet Door; each to have the following: 1%PR Hinses to Suit Stvle - TBD Mfr. - TBD IEA Cylinder Latchset Passage Lever Style - TBD Mfr. - TBD 1EA Single Cylinder Deadlock w/ thumbtum Style - TBD Mfr. - TBD IEA Door Stop wall mounted Style - TBD Mfr. - TBD DOORHARDWARE 08711- 16 WESTHAVEN'O*O.,*AT'00% CD: September, 2005 FORCONSTRUCTIONVail, Colorado Door Hardware Set No. 1 8 Room - double doors (fire each to have the followin Hinges to Suit, Style - TBDCylinder Lockset (one side) - Storage Light/Medium duty Shall not require more than one operation as per IBC 1008.1 .8.5 sryle - TBD Door Hardware Set No. 19 Room (fire each to have the fo Style - TBD Shall not requlre more than one operation as per IBC 008.1.8.5 Cylinder Lockset - Storage, Light/Medium duty Door Hardware Set No. 20 Closet (Double) Door; each to have the following: 3PR Hinees to Suit SWle - TBD Mfr. -TBD 2EA Cylinder Latchset - Passage sryle - TBD Mfr. -TBD IEA Acoustic Gaskets @ Head & Jamb Style - TBD Mfr. - TBD 2EA Ro1ler ball catches SEle - TBD Mfr. -TBD DOORHARDWARE 08711 - r7 *ESTHAVEN "o*or^tn,Vai1, Colorado 00% CD: September, 2005 FOR CONSTRUCTION END OF SECTION 08711 Door Hardware Set No. 21 Closet (Sinele) Door; each to have the following: 1%PR Hinges to Suit Style - TBD Mfr. - TBD 1EA Cylinder Latchset - Passage Style - TBD Mfr. - TBD lEA Acoustic Gaskets @ Head & Jamb Style - TBD Mfr. -TBD IEA Door Stop - wall mounted Style - TBD Mfr. - TBD Door Hardware Set No. 22 Elevator Door; each to have the following: Hardwareby elevator manufacfurer 1EA Smoke Containment System Model 600 Smoke Guard Corp. DOORHARDWARE 08711 - 18 ULlcUL SYSTEM BLANK IPINING IN CI]NCRITE NE. CAJOOsE FLII]R/VALL t]R BLUCK VALL ar T RATING = 3-HR RATING = l-HR tn Ttr VIEV - SECTIil A-A ;z oocc) 6z A t_ A J I. CONCRETE FLtjI]R t]R VALL ASSTMBLY (3-HR FIRE-RATIN6) A. LI6HTVEI6HT I]R NORI{AL VEIGHT CONCRETE FLDOR t]R VALL OIINIIIU}I 4-1/2'IHICK>, 3. ANY UL/ULC CLASSIFIED CONCRETE BLOCK VALL. 2, HILTI CF IE8 FILLER FBAH, I{INERAL VO[]L, I]R BACKER ROD TI1 EE USTD AS A BACKTR 3. HINII{UI.I 3/4'DEPTH HILTI CP 618 FIRESTOP PUTTY STICK. Installation lnstructions lor UL I'10. CAJ0058 STEP 1 PREPAMTI0N:All surfaces must be clean, sound, dry and frost free prior to application offirestopping materials. STEP 2 PACKING MATERIAL: Firmly pack backer rod into openiflg as a permanent form. Backer rod should be recessed trcn top surtace of ttoor or tram both surfaces 0f wall as required to accommodate the required thickness of fill material. STEP 3 FIRESTOP PLjTTY:Apply the required thickness of putty material over the backing material within the annulus, flush with top surface of ftoor or with both surfaces of wall. 6z, r cic = z.a) F:tr (-) =c A VALLS REOUIRE 3/4' NEPTH HILTI CP 5I8 FIRESTDP PUTTY STICK ON BOTH SIDES. SavingLivesthrovghinnovation&education I Hilti FirestopGuide2003-2004 I 1-800-879-8000 I www.us.hitti.c0m EIEEI -r rrr UL/cUL SYSTtt'l BLANK I]PENING IN CI]NCRETE N0, cAJ0070 FLOI]R/ VALL I]R BLI]CK VALL F T RATING = Z-HR, RATING = ?-HR. l'- z = -a)=z oo tze = Ttr VIEY SECIIIII A.A--- z = .r,1t = I. CONCRETE FLOOR IlR VALL ASSEIIBLY (z-HR FIRT-RATIN6) A. LIGHTVEIGHT NR NNRilAL VEIGHT CONCRETE FLI]I]R OR VALL GINIMUIII 4-Il?, THIC$. 3. ANY UL/ULC CLASSIFIEI} CONCRETE BLOCK VALL. 2. I,|INI},IUI{ 4'THICKNESS I{INERAL VOOL O,IIN. 4 PCF DENSITY) TIGHTLY PACKED. 3, MINIIIUI'I 1/2' DIPTH HILTI FS-ONE INTUilESCENT FIRESTOP SEALANT, N0TES , 1, HAXIIIUILAHETER IIF EPENING = 7', ?. }|INI}IUH VA' DEPTH HILTI FS-ONE INTUI.IESCENT FIRESIOP SEALANT IS REOUIRE! tlN B[]TH SIDES OF A VALL ASSEI'{BLY. lnstallation lnstructions tor UL N0. CAJ0070 STEP 1 PREPARATION:All surfaces must be clean, sound, dry and frost iree prior to application of firestopping materials. SIEP 2 PACKING MATERIAL: Firmly pack required depth of mineral wool in opening as a permanent form. Packing material should recess frcm top surface of floor or from both surlaces 0f wall as required to accommodate the required thickness 0f Firestop Sealant. STEP 3 FIBESIoP SEALANTj Apply the required depth of Firestop Sealant over packing material within the opening. Wall penetrations require Firestop Sealant installed on both sides. Tool sealant with a putty knile to push it in place and smooth the surface. Leave completed seal undisturbed for' 48 hours. 50 fT l'l' S"ving tives h(augh iflnovation & education I Hilti Firestop Guide 2003-2004 I 1-800-879-8000 I w!'/w.us.hjlli.com UL/cUL SYSTEM ND, F-A-000S BLANK IPTNING THROUGH CONCREIE FLI]BR OR CI]NCRETE OVER METAL DECKING F-RATING = ?-HR, T-RATIIJG = t-HR TIP VIEV - j € ool ==q, zSECTIIII A.A ru >< = aJ CONCRETE FLOI]R ASSE}IBLY €-HR, FIRE-RATINO Ii t' ll$ilvFlc#l gf,.!!$r*^t^qlp!i_irinctlir FL00R (MrN. a_r/a, THrco,r- B' ;1,'I!,, i\lJj HJI/Fhoon Ajs*'rdv :"N0R'iri"vird'?'ch*'iftiiffiR nrN. a-rla,... -, THICO OVER I|IETAL DECKIN6, :'flblf* 680 cirii-iil'iiirsrop'iivrce (?,s,,4,,!R 51, cAsT nR GR''TED rNT! .'N.RETE l: llINrruH r DEPTH HrLII Cp 618 FTREST0P puTTy STICK, n Instructions for ltL N0. FA000i .lNG CP680: Nait in place the correct ssure rop cap is secured to rhe de,rce if?,!?f,??r:1il,lXi::t"8,?Ti;.ll l['^tu,gy:t .j^o.rj.gglilSt.^r]ab^ro rhe required rhickness;i"riilti|d i? ;ffi:,:1Jffis:x1,,",,1r3:?lent the frow of c'ncrete jnro cp 680. -nil;Gf ie fffiffii:"s"r3b'i, jJliblij !t jll'tlTl| PUTTY:After removing the caps, apply fie required depth 0f Firestop puly flush u/ith tooside of device. N0TE T FoR t[*r*t __lEzupAplrn ls neounil = =z. tr =o throuoh innovation & education I Hilti Firestop Guide 2003_2004 I 1-800-879-8000 | www.us.hitri.com l=TfE|, UL/cUL SYSTEII Ntl, F-A-0008 BLANK I]PINING THROUGH CONCRETE FLI]I]R I]R CONCRETI FLI]I]R IIVIR MITAL DICKING F-RATING = Z-HR. T-RATING = I-1,/2-HR @ TIP VIEV SECTIO{ A-A -- z -c c -! = -z. Fo c a CI]NCRETE FLOOR ASSEI'I3LY (?-HR, FIRE-RATINO r A, LI6HTVEI6HT I]R NflRI.IAL VEIGHT C[]NCRETE FLOI]R (MIN. 4-112'THICO. B. STEEL FLOOR UNIT/FLEOR ASSEHBLY - LIGHTVEIGHT OR NORI'IAL VEIGHT CDNCRETE(NIN, 4-I/2, THICO OVER I.IETAL DECKING. ?. I.IINIi.IUH 4-Il4' THICKNESS },IINERAL VI]OL fiIN. 4 PCF DENSITD TIGHTLY PACKED, 3. IIINIIIUII 1/4' DEPIH HILTI CP 604 SELF-LEVELING FIRESTI]P SEALANT. NIITE r HAXII'IUH DIAMTTER 0F 0PENING = 6'. lnstallation Instructions for UL N0, FA000B STEP 1 PREPAMTl0ltl: All surfaces must be clean, sound, dry and frost free prior t0 application of firestopping materials. STEP 2 PACKING MAIERIAL: Firmly pack mineral.s/ool into opening as a permanent form. l!'lineral wcol shoutd be recessed from top surface of floor as required t0 accornmodate lhe required thickness of fill maleriai. STEP 3 FIRESTCP SEALANI Apply the required depth or Firestop Sealant over packing material u/ithin the opening. Leave cgmpleted seal undisturbed for 4B hours. a-' = =cl =G = SavingLivesth(aughinnovation&education lHilti FirestopGuide2003-2004 l1-800-879-S0OO twww.us.hitti.com l:Tffn. 57 -- rrr UL/cUL SYSTEI4 N0, C-AJ-il49 |\.|ETAL PIPE THRI]UGH CONCRETE FLOOR/VALL t]R BLI]CK VALL F-RATING = Z-HR, T-RATING = 0-HR, L-RATING AT AIIBIENT = LESS THAN I CFil/S0, FT. L-RATING AT 400'F = 4 CFI{/S0, FT, A _f L C0NCRETE FL00R 0R VALL ASSEtiBLy (Z-HR, FIRE-RATING) r A. ANY LIGHTVEIGHT OR NI]RI'JAL VEIGHT CI]NCRETE FLOI]R OR VALL GII.IilUH 4-I/?' THICK).B. ANY UL/ULC CLASSIFIED CI]NCRETE BLI]CK VALL,a PENETRATING ITEII T0 BE nNE [f THE F0LL[VIN6 r A. HAXII,IUM 10'NOIIINAL DIAMETER STEEL PIPE (SCHEDULE IO tlR HEAVIIR). B, HAXII'IUH IO' NOI,IINAL DIAI,IETTR CAST IRON PIPE. C. HAXI|I{UH 4' NOI,IINAL DIAI,IETER CDPPER PIPE. D. I,IAXIIIUH 4'NI]|.|INAL DIATIETER STEEL CONDUIT, E, I,IAXII.|UII 4' NO}IINAL DIAMETER EI{T. 3, IIINIII,IUI{ 3' THICKNESS }IINERAL VOOL fiIN. 4 PCF NilSITN TIGHTLY PACKID FUR NUI4INAL 4' !llllElgR_!41'rp_ stlALLEo, AND l{rNrMut't 4' THTCKNESS UTNERAL ioor c,un. + pci lrr,rsiivt- TIGHTLY PACKED FNR PIPES GREATER THAN NO|I{INAL 4' DIAIIETER.4, HINI|iUH 1/2' DEPTH HILTI FS-0NE INTUHESCENT FIRESTuF SaA[nilr, cp 606 FLEXTBLE FTREsT[pSEALANT, CP 6015 ELASTOHERIC FIRESTOP SEALANT, tlR CP 504.'E[F:rTViIri.ri FIRESTOP SEALANT, 5, l'fINIl'fuH l/?' BEAD HILTI FS-0Nq INTUMESCENT FIRESTUP SEALANT, Cp 605 FLEXIBLE FIRESTUP SEALAMT, 0R CP 60ls ELAST0HERIC FIRESTIP SEALANT APPLIED Ai Fnili-oi-b[NTAcT, ilr]T REOUIREO VHEN CP 60 ELING FIRESTOP SEALANii'UJEI, riErr HO.-ii lnstallatlon lnstructions for IIL N0. CAJ|t49 STEP 1 PREPARATI0N: All sudaces must be clean, sound, dry and frost free prior to application of firestopping materiars. 'TEP2 i*?[$3]HTf[5#t??i,[,r??iL'*i:ll',r1,$r:Tl$:i'tr?:illi8ifffix;lxq.H[i;,,,ffi?3iif,l,'nThii'i,'Hfl;,si,1,,,'.i:,'" STEP 3 FIRESToP SEALANI Aoolv,the required depth of Firestop Sealant over the packing material within the annutus. \,yall penetrations require Firestopsealant installed on ooin iioes. tobt tne iiitani ,,iiiiiliiuiy liitl to pusn it in ptace and smooth the surface. Leave compteted seat undisturbed for48 hours. ip vtEV --- SECTItr{ A-A -_- za =ca) = s o (J F = (.' E = =o zI s2 I t I HAXIilUl,l DIA]IETER UF 0PENING = lp,,a ANNULAR SPACE = l{INIttUli 0,, ilAxlilUl.t l-ll4,. 3. IIIINI}IUil I/2'DEPTH HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT, CP 606 FLEXIBLE ryqlTq SEALANT, 0R Cp 6015 ELAsT0rrrERrc rrREsTrp iEArAni is ii0ftrftt'uN rsiSIDES OF A VALL ASSE}IBLY. 4. L-RATINGS [NLy Apply VHEN HrLTI FS INTUIi,IESCTNT FIRESTIP SEALANT IS USTD, 58 I::nqfJ'saving Lives thrcugn innovation & educatio I Hilti Firestoo Guide 200:1-2004 r 1-f,on-R7q^Annn r ,^^^^^,,,c hirfi ^^rn .1' UL/cUL SYSTEI'I Ntl. C-AJ-1345 FLTXIBLE STEEL CI]NDUIT THRI]UGH CINCRETE FLUER/VALL [R BLOCK VALL F-RATIN6 T-RATING CDNCRETE FLOOR ASSEI,IBLY (z-HR FIRE_RATINO I A. LIGHTVEIGHT [R NORHAL VIIGHT CENCRETE FLOBR ER VALL $IINII.IUM ?-VE' B. ANY UL/ULC CLASSIFIEI] CONCRETE SLOCK VALL. llAXI},|Ut T NOilINAL DIAIIETER FLEXIBLE STEEL CI]NDUIT. },IINII'|U] T THICKNESS }IINERAL Vt]tlL fiIN, 4 PCF DENSITD TIGHTLY PACKED. HINII4UM 1/2' DEPTH HILTI FS-IINE INTUHESCENT FIRESTOP SEALANT. N0TES r f, ilAXIllUfl DlAl.lETtR 0F IPENING = 3'. 2, ANNULAR SPACE = I{INIHUM t/2', llAXIruH l-ll4'. lnstallation lnstructions for UL N0. CAJ|346 STEP 1 PREPAMTToN:All surfaces must be clean, sound, dry and kost kee prior to application of fkestopping materials. STEP 2 PACKING I4ATEBIAL: Firmly pack required depth of mineral wool around the penetrating item as a permanent form. Packjng material should be recessed from tgp surface'oi floor oi from both surfaces ol wall as required io accommodate the required thickness of Firestop Sealant. STEP 3 FIREST0P SEALANT Apply the required depth of Firestop Sealant over the packing material withinlhe annulus. Wall penetrations require Firestop. Seatant installed on toiir lijei. i,i,lf tni ieatani wiifii -riutty fnife t0 push il in plate and smooth the surface. Leave completed seal undisturbed for 48 hours. = 2-HR, = Z-HR, Ip urv--*Tz = fco:. z, THICN. 3. 4, tso = F- = 1a 68 l=TlEn. Saving Lives through innovation & education I Hifti Firestop Guide 2003-2004 | 1-800-879'8000 I www.us.hilti.c0m UL/cUL SYSTEM N0. FAtOl4 MITAL PIPE THROUGH E-HR CI]NCRTTT FLDOR I]VTR I4ETAL DECKING F RATING = Z-HR. T RATING = 0-HR, TtlP VIEV -..-=?- SECTII]N A-A I. NORI,iAL VEIGHT CONCRETE FLI]OR O'IIN. E-Y?'THICO OVER l.lETAL DECKING (E-HR FIRE-RATINO. 2, PENETRATING ITEH T[ BE 0NE nF THE F0LL0VINGT A. }IAXIHUH 30' NI]MINAL NIAilETER STEEL PIPT (SCHEDULE IO OR HTAVIEO, 3. I[{AXI}iU},I 6' NUI{INAL IIAHETER COPPER PIPT. C. }IAXII.IUH 6' NI]IiIINAL IIAHETER STEEL CONI}UIT. D, }JAXII'IUH 4' NI]MINAL DIAMITER EHT. 3. IIIINII.IU}I I' DEPTH HILTI FS-ONE INTUHESCENT FIRESTIP SEALANT, 4. II{INIMUI.I YE' DEPTH HILTI FS-NNE INTUMESCENT FIRESTOP SEALANT APPLIED AT PDINT I]F CI]NTACT. NUTES r l, HAXIHU|i1 DIAIIETER 0F IPENING = 3l-7/8' e, ANNULAR SPACE = l|lNlltlul{ 0', ilAXIHUltl l-7l8'. lnstallation lnstructions for IIL N0. FAl0l4 :' STEP 1 PREPARATIoN:All surfaces must be clean, sound, dry and frost free prior to application of firest0pping materials. SIEP 2 FIRESTOP SEALANT Appry the required: and smooth the surface. Leave Comol€ rquired depth of Firestop Sealant flush wi comoleted seal undisturbed for 48 hours. Firestoo Sealant flush with the too of floor, Tool the sealant with a outt/ knife to push it in place z :lOo oz. o2 >< = t:--z O c o')I =z6> a') ?c Saving tives through innovatlon & education I Hilti Firestop Guide 2003-2004 I 1 -800-879-8000 | www.us.hilti.com l=Tffn'77 -I rrr UL/cUL SYSTE]4 N0, V-J-1067 MTTAL PIPI THRI]UGH l-HR. I]R z-HR. CDNCRETT VALL t]R CI]NCRETE BLOCK VALL ASSEMBLY F-RATING = l-HR, 0R Z-HR, T-RATING = 0-HR, L-RATING AT AI,IBIENT = LESS THAN I CF|4/SO FT, L-RATING AT 400'F = 4 CFH/SO, FT, i5 za =O -z SECTINN A-A -...-.v- 1, C0NCRETE VALL ASSEHBLY (l-HR, 0R e-HR, FIRE-RATING) r A. LIGHTVEIGHT NR NORIIAL VEIGHT CONCRETE VALL fiIN.3-3/4'THICK, FtlR I-HR, FIRE- RATINO. I. LIGHTVEIGHT tlR NORHAL VEIGHT CONCRETE VALL fiIN. 5'THICK, FOR A-HR. FIRE-RATIN$. C. ANY UL/ULC CLASSIFIED CONCRETE BLI]CK VALL. e, PENETRATING ITEI'I T0 EE 0NE tiF THE F0LL0VING r A. I,IAXIT{UI.I 30' NOI.IINAL DIAI'IETER STEEL PIPE (SCHEDULE IO tlR HEAVIER), B. MAXII.IU|II 30' NIHINAL DIAIIIETIR CAST IRON PIPE, E ilAXII{UI{ 6' NI]I,III{AL DIA}ITTER CI]PPTR PIPE. D. I.IAXIII{UI.I 6' NOI'|INAL DIAMETER STEEL CBNDUIT, E. I|AXIIIUI{ 4'NOI4INAL DIATIETER E}IT. 3. I.IINI}IUI|I 5/8'IEPTH HILTI FS-ONE INTUHESCENT FIRESTOP SEALANT. 4. IIINIIIUI'I YA' BEAD HILTI FS-ONE INTUIIESCENT FIRESTOP SEALANT AT PI]INT [F CINTACT. N0TES r l I'tAXIMUl,l DIAI{ETER 0F 0PENING = 3?-l/4', a ANNULAR SPACE = l{lNlflull 0', l,lAXIruU 2-114', 3. PIPE }IAY BE INSTALLED VITH CONTINUOUS POINT OF CONTACT, 4. PIPE |.|AY EE INSTALLED AT AN ANGLE NtlT GRIATER THAN 45'FROII PERPENDICULAR. Installation lnstructions for UL N0. WJl067 STEP 1 PREPAMTION:All surfaces must be cleafl, sound, dry and frost free prior to application of firestopping materiais. STEP 2 FIRESToP SEALANI:Apply the requked depth of Firestop Sealant in the annulus, flush with both sides 0f walt. Toot the seatant with a ouw knife to push it in place and smooth the surface. Leave comoleted seal undisturbed for 48 hours. a =c z.a == = = :fca OzF a. tI ? :-...-l ;.:-J,4 t-Y+ {1 4 86 |=Tfqfl' Sarirg liyes lhrourih innova{ion & education I Hitti Firestop Guide 2003-2004 i I -800-g79-g000 | www.us.hitti.c0nr UL/cUL SYSTEIiI N0, Vlll7s HITAL PIPE THRDUGH l-HR, t]R z-HR. GYPSUI4 VALL ASSEMBLY F RATING = l-HR, 0R Z-HR, T RATING = 0-HR, SECTION A-A --.-v- FRONT VIEV -..v-_pA flrl I. 6YPSUI{ VALL ASSEHSLY (UL/ULC CLASSIFIED U3OO ER U4OO SERIES) O-HR. IIR z-HR. FIRE-RATINO (z-HR, SHOV$. 2, PTNETRATING ITEII TE BE 0NE 0F THE F0LLDVINGI A. I{AXI|I4UI.I 4'NOHINAL DIAHETER EUT, B. I{AXI|i1UI{ 4' NOI'IINAL DIAI,IETTR STEEL CONDUIT. 3. }iINI}.IUH 5/8' DEPTH HILTI CP 618 FIRESTOP PUTTJ STICK. 4. IIINI||UII I/4' CRDVN HILTI CP 618 FIRESTDP PUTTY STICK AT PI]INT t]F CI]NTACT, I I, I,IAXIII,IUM NIAHETER OF OPENING =lr l-ln,lfl_ll,l-r slftl'lL l l-l\ lrl Lr r.rtrrts 2, ANNULAR SPACE = l,llNIl'lUH 0', l,lAxllilul,l l', lnstailation lnstructions for llL N0. WL|l75 STEP 1 PBEPAFATION: All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. STEP 2 FIRESToP PUTTY:Apply the required depth of Firestop Putty in the annulus, flush with both sides of v/all. z O cI-z. '!E -z '! c 2zz =6) =Cr_ L-oe ffi Sayirg Liyes through innovation & education I Hilti Firestop Guide 2003-2004 | 1-800-879-8000 | www.us.hilti.com ETffn'95 UL/cUL SYSTEI'I N0, V-L-l?06 METAL PIPE THRIUGH l-HR, [R e-HR, GYPSUM SHAFT VALL ASSJU]ILY F-RATING = l-HR. tlR Z-HR, T-RATING = 0-HR, FRONT VIEV -.-.--_- SECTION A-A-----_-_- z, ooc =z. = -z I. GYPSUM SHAFT VALL ASSEHILY OL/ULC CLASSIFIED U4OO SERIES) O-HR' NR E'HR' FIRI-RATING) E-HR. SHOVM. 2,;C:i''SdFt.l iiuli ir-sze; vlffi x?-t/l'DEEp, HrN,2s 6D SPACED HAXII,IUI.I 24', ctc' i, prHeiRlnnc ITEtt T0 BE gNE 0F THE FuLLovING t" - e. r.reX}lUil S; HOI.INaI-IIAIIETER STEEL PIPE (SCHEDULE 10 0R HEAVIER), B. I{AXIfiIU|,| 8'NBHINAL DIAI'IETER CAST IRI]N PIPE. C. MAXI}IUM 4' NI]HINAL DIAI-IETER COPPER PIPI. D. I{AXIHU}I 5'NI]HINAL DIAMETER STEEL CONIUIT' E. I{AXI}IUI{ 4' NOI,IINAL D]AHETER E}lT' F. uAituull 2' NnHINAL DIAIIETER FLExIBLE sTEEL coNruiT 4, uAxiiult"il'-ta;uifuirrn- Siitl iieevi c,liN, eB 6A. sHEET HETAL 0R N0,8 sTEEL vlRE. ii.rSiiJ-riNVNIt E IIiHiUUII r I]VERLAP ALING THE LONGITUDINAL SEAM. s, iiilrinuu r-5n'oBz-t/+i inlcxHEis urlrnel vfflL fiIN,4 PcF DENSITD TIGHTLY PACKED-'EirI NtbESiEI NH NNE SIDE'Oi'!;IL, iOC I-I*. NN E-HR, FIRE-RATED VALLS RESPECTIVELY' s, r,rifiriuril-vi' nepiu HILTI Fs-BNE iHruuescfNr-nnrsrqP-.lqfl.A\l ^i,,,ra^?;, iliiiiiiuii iza'imnri iiiuii-ii+NiiHtUuEicem FIRESTnP ScALANT AT PoINT tlF coNTAcT' lnstallation lnstructions for UL N0. WL1206 STEP I pflEpAflAlloN:Alt surfaces must be clean, sound, dry and frost free prior to application of firestopping materials' rsTEp 2 PACKING IIIAIERIAL: Firmly pack required depth of minerat wool around the penetrating item as alermanent form. Packing material should be . recessed from accessibte side of walt as requrred to accommodate the requiied thickness of Fireslop Sealant i Sffp S FHESTOP SEALANT: Apply the required depth of Fuestop Sealant \ni ithin the annulus on accessible side of rrrrall. Tooi with a putty knife until flush r with viall surface. Leave cornpleted seal undisturbeo tor 46 nours' a ==za c') 5 g N0TES r l, HAXIftUI'l DIAMETER DF IIPENING = l0-l/?", 2, ANNULAR SpACE = tilINIllUH 0" ltAxltlut{ l-7l8,, 5, inisirmiiup svsiil1 tnsiresrcHn AN! IESTE! F0B_3lP!lc{l0fs^,lN vHIcH iitie lf lrr,rnED 0R N0 ACCESS AVATLAELE oil gNE SrlE 0F THE vALL, i:: '.:SavingLtveshroughinnovation&education I Hilti FirestopGuide2003-2004 I 1'800'879-8000 t wwwus'hiiti'com EiTqfI'97 I I tr UL/cUL SYSTEI,I N0, V-L-1243 FLIXIBLE ALUMINUI,| CI]NDUIT THRIUGH I-HR, [R E-HR, GYPSUM VALL ASSEMBLY F-RATING = l-HR, ER Z-HR, T-RATING = 0-HR. FRI]NT VIEV.._-_SECTION A-A a z. =cO z Aol AJ I. GYPSU}I VALL ASSEHBLY OL/ULC CLASSIFIED U3OO OR U4OO SERIES VALD O-HR, [R E-HR. FIRE-RATINO (z-HR, SHOVD, e, fiflT SHUVM, V00D STUDS T0 CONSIST 0F N0MINAL ?' x 4' LUI'I3ER' STEEL STUDS T0 BE ]'iINII{UI.I ?-I/2' UTDE, 3. }|AXIHUI{ E' NIIIINAL DIAI,IETER FLEXIBLE ALUT.IINUM OR STTEL CI]NDUIT. 4. I{INI|[|U}I 5/8'DEPTH HILTI FS-ONE INTUMESCENT FIRESTNP SEALANT. 5. I{INI}IUIi YE' BEAD HILTI FS-NNE INTUI.IESCENT FIRESTOP SEALANT AT PIINT t]F CONTACT. N0TES r I HA)(II.IUI.I DIAMETER 0F 0PENING = 3-l/?', 2, ANNULAR SpACE = ffiNIl.|UH 0" HAXIHUil r, lnstallation lnstructions for UL N0. WLl243 STEP 1 PREPAMTIoN: All surfaces must be clean, sound, dry and lrost tree pri0r to application of tirestopping materials. STEP 2 FIRESTOP SEALANT Apply the required depth of Firestop Sealant in the annulus, flush with both sides of wall. Tool the sealant with a putty knife t0 oush it in olace and smooth the surface. Leave completed seal undisturbed for 48 hours, kO = a = ,.{(, = =6 ffi 98 lT[I!fril'Savrrgtiyesthroughinnovation&education IHilti FirestopGuide2003-2004 | 1-800-879-8000 |wwwus.hilti cofl UL/cUL SYSTE|| N0. V-L-1e90 I,|TTAL PIPE THRNUGH l-HR. t]R ?-HR, GYPSU},I VALL ASSEMBLY F-RATING = l-HR. 0R Z-HR, T-RATING = 0-HR, FRONT VIEV -v- SECTION A-A__.-T- Aol e<J l.GYPSUH VALL ASSIHSLY OL/ULC CLASSIFIED U3OO tlR U4OO SERIES) (I-HR. ER E-HR FIRT-RATINO (A-HR. SHOVD. a, inrir iuUVHi, V00D sTUDS T0 CoNslST IlF NoIIINAL ?' x 4' LUIIBER, sTEEL sTuDs TB BE I|IINITIUI,I ?-YE' VIDE. 3, PENETRATING ITE}{ Ttl BE ONE BF THE FTJLLI]VING I A. HAXIITUI{ 4' DIAITETER STEEL PIPE (SCHEDULE IO BR HEAViER). B. I,IAXIiIUM 4' DIA}IETER CAST IRDN PIPE. C, HAXI}IU}I 4' N[]I.|INAL DIAHETER CI]PPER PIPE. D, }IAXII,|UH 4' NI]HINAL DIAI.TETER STEEL CONDUIT. E. ilAXIl{UH 4' NIilINAL DIAT,IETER EHT. 4. },[N]I.IUI,I 5/8' DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT' s: HiNilltu itz' tien HILTI cP 606 FLtxlBLt FIRESToP SEALANT AT PtllNT IlF cnNiAcT. :'lnstallation lnstructions tor UL N0, W11290 r STEP 1 pREpARATI0N: Alt surfaces must be clean, sound, dry and frost free prior t0 application 0f firestopping materials STEP Z FIREST0P SEALANI Apply the required depth of Firestop Seatant in the annulus, flush with both sides 0f wall. Tool the sealant with a puttv knife t0 ousn itin olaiJanO srirbritn tne surtace. Leave completed seal undisturbed for 48 hours. N0TES r l ftAxlllutl DIA|IETER [F 0PENING = 5', 2, ANNULAR SPACE = l,|INII'lUl'l 0', llAxll'lut'l ye'. 5, plFe Ulv BE INSTALLED AT AN ANGLE NoT GREATER THAN 45'FRoil PEEPINIIcULAR, Savfug liyes through innovation & education I Hilti Firestop Guide 2003-2004 | 1'800'879-8000 I www.us'hilti'com |ETffn'101 z, r c, a) =oz. +- 6z, a a =z a- a I I Ar UL SYSTEI,I Ntl. C-AJ-2167 PLASTIC PIPE THRIUEH CI]NCRETE FLOIR/VALL t]R BLI]CK VALL F-RATING = T-RATING = 2:HR, O-HR. |.\ BOTTT]I,I VIEL/SECTIDN A-A zc F(-)-Oo 7 -oo =a = a =(J :f = =U) I. CONCRTTE FLO[]R tlR VALL ASSEI'IBLY (?-HR. FIRE-RATINO I A. LIGHTVEIGHT I]R NI]RHAL VEIGHT CONCRETE FLI]OR OR VALL fiIN. 4-Il2'THICN, B. ANY UL CLASSIFIED PRE-CAST HOLLOV CI]RE FLI]OR ASSEMBLY fiIN. 6' THICO, HAVING }IINIHUH 2'CONCRETE SELOV THE CORE. C, ANY UL CLASSIFIED CIINCRTTE BLOCK VALL ASSEI,ISLY. 2, PENETRATING ITEH T0 BE 0NE nF THE F0LL0VING (ALStl SEE N0TE N0, 4 BEL0$ t A. MAXII{UII,I 2' NOI.IINAL DIAI.IETER PVC PLASTIC PIPE (CELLULAR tlR SILID CDRD. 3, }.IAXIHUI'| 2' NIHINAL I)IAHTTER CPVC PLASTIC PIPE (CLOSEO PIPING SYSIEI{ I]I{LY). 3. I4INIHUI'| 2' DEPTH HILTI FS-ONE INTUHESCENT FIRESTNP SEALANT FLUSH VITH BI]TTOII SURFACE t]F FLDDR. 4. I1INII{UI.| YE' BEAD HILTI FS-ONE INTUMESCENT FIRESTOP SEALANT AT POINT OF CBNTACT. NOTES r l, I.|AXIHUI{ DIAI.IETER 0F 0PENING = 3', 2. ANNULAR SPACE = IIINIHUII 0', HAXIMUH 5/8'. 3, I{INII,IUM 2'IEPTH HILTI FS-ONE INTUMESCENT FIRESIOP SEALANT IS REOUIREB I]N BOTH SIDES tlF A VALL ASSEI,IBLY. 4, CL0SED 0R VENTEI) PIPING SYSTEI,|. GVC = SCHEDULE 40, CPVC = SDR 13,$, lnstallation lnstructions for UL N0. CAJ2|67 STtp 1 PREPARATIoN: All surlaces must be clean, sound, dry and frost free prior to application 0f firestopping materials. STEp 2 FIBESTOP SEALANf Apply the required depth of Firestop Sealant flush with bottom 0f the floor. Wall penetrations require Firestop Sealant installe0 - flush with both sides. Tool the sealant with a putty knife to push it in place and smooth the surface. Leave completed seal undisturbed tor '; 48 hours. 11?f-ffq:fl" savinq Lives inrouQh initovation & education I Hitti Firesto0 Guide 2003-2004 I 1-800-879-8000 I www.us.hilti 60ln U.L, PLASTIC PIPI THROUGH SYSTEM NE. CAJE1TO CI]NCRETI FLI]DR/VALL t]R BLOCK VALL F RATING = Z-HR, T RATING = 0-HR, Tt]P VIEV SECTION A-A.-----...---.v- l, C0NCRETE FLU0R DR VALL ASSEIIIBLY €-HR. FIRE-RATIN0' A. LIGHTVEIGHT OR NORHAL VEIGHT CI]NCRETE FLOOR OR VALL B, NY U.L, CLASSIFIED CI]NCRETE BLOCK VALL. E. ilMI}IUIiI I' NOilINAL DIAHETER CROSS LINKED POLYETHYLENE PEX) (CIOSED t]R VENTED PIPING SYSTEID. 3, I'iINIIIUM |-YE' IEPTH HILTI FS-ONE INTUI'IESCENT FIRTSTOP STALANT, N0TES I l, llAXIllUH DIAI{ETER UF 0PENING = 2', 2. ANNULAR SPACE = l{lNll'{Ul,l t/4', l.tAXIHu}t 3/4,,g HINIi.IUII{ I-Il2' DEPTH HILTI FS-NNE INTUI,IESCENT FIRESTOP SEALANT IS REOUIRED tlN BOTH SIDES [F A VALL ASSE}iBLY. Installation lnstructions for UL N0. CAJ||70 STEP 1 PREPARATION:All surfaces must be clean, sound, dry and frost free prior to application of firestopping materiats. STEP 2 FIRESTOP SEALANT: AgplY the re9uired depth 0f Firestop Sealant flush with the top the floor. Wall penetrations require Firestop Seatant instalted flush with both sides. Tool the sealant r,vith a putty knife to push it in place and smooth the surface. Leave completed seal un'disturbed for 48 hours. A t- A J oa c) oz l: 5z Or=c --.{ E ==z F =iJ = fiIN. 4-Il2' THICK) SDR 9 TUBING SavingLlvesthtoughinnovation&education lHilti FirestopGuide2003-2004 | 1-800-879-8000 twww.us.hitti.com ETffn. 113 u,L. sYsTEl't N0, cAJ227e FIBERGLASS PIPI THRIUGH CINCRETE FLOI]R/VALL OR BLICK VALL F RATING = ?-HR T RATIN6 = l-HR SECTION A-A @ BOTTOI,I VITV.-----------v- p>A I rl cc) Oz €.E f -z. ! Oac a T Lon I. CONCRETE FLtlI]R OR VALL ASSEI,IBLY (z-HR FIRE-RATING) A. LIGHTVEIGHT OR NORHAL VEIGHT CONCRETE FLI]OR [R VALL OIIN. 4-Il2' THICO, B. ANY U.L. CLASSIFIED CINCRETE BLOCK VALL. 2' NB||INAL 6' DIAMTTER FISTRGLASS REIIIF0RCED P1PE (CL0SED BR VENTED PIPING SYSTtlrD, 3. IIINIHU}I I/2' NEPTH HILTI FS-DNE INTUI.IESCENT FIRESTOP SEALANT, 4. HILTI CP 642 6' FIRESTOP C[]LLAR, 5, HILTI POVDER ACTUATED FASTENIRS (X-ZF 27 PINS VITH VASHERS) tlR I/4' HILTI " KVIK-BOLT II ANCHORS Tt] FASTTN EACH IIOUNTING TAB, lnstatlation lnstructions for uL N0. CAJZZT2 SIEP 1 PREPARATIoN:All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. STEP 2 FIRSToP SEAI"ANT: T0 impede cold smoke, apply Flrestop sealant within annulus, flush with bottom surface of floor or both surfaces of wa , STEP 3 FIRESToP DEVICE: Place the device around the plastic pjpe and press together the open ends firmly until it catches (ctose) with an audibte "ctick". lnstall the required number oi mounting tabs around the device and secwe to base material u/ith retommended fastbners. Wall penetrations require the instaliaiion of a lirestop device on both sides. = =a ot r- -t 2, ANNULAR SPACE = l,lINII{U|t| 0', l,lAXIl,lUM l/e', 3, HILTI CP 542 FIRESTOP COLLARS ARE REOUIRED tlN BETH SIDES OF A Savtag Llves through innovation & education I Hilti Firestop cuide 2003-2004 | 1-800-879-8000 | www.us.hitti.com ETffn. 117 CABLE BUNDLI UL/cUL SYSTEI,I N0. C-AJ-3152 THRIUGH SLIEVE IN CINCRETE FLI]IR/VALL [R BLOCK VALL F-RATING = Z-HR, T-RATING = I/Z-HR, TI]P VIEV.--_-SECTII]N A.A_-_ o =A t_ 1, CNNCRETE FLOOR OR VALL ASSEHBLY (Z-HR, FIRE-RATINO I A. LIGHTVEIGHT OR NORHAL VEIGHT CNNCRETE FLODR t]R VALL fiIN, E-Vz'THICO. B. ANY ULIULC CLASSIFIE! CONCRETE BLBCK VALL. 2. I'IAXII'IUH 4' NNI|INAL DIAI{ETER STEEL PIPE SLEEVE (SCHEDULE 40 t]R HEAVIER) PROJECTING 6'3EYINN EACH SURFACI OF FLOI]R t]R VALL. SLEEVE Ttl BE RIGIDLY SUPPORTED. 3, CABLE BUNDLE T0 BE A CEI'IBINATI0N IlF ANY 0F THE F0LL0VIN6, t A. HAXIMUI,I lOO PAIR NO. 24 AV6 TELEPHONE CABLE VITH PVC JACKET. B. I{AXI||UI,I 1/4' DIAIIETER FIBER-OPTIC CABLE VITH PVC JACKET, 4. HINII{U}I I/2' DEPTH HILTI FS-ONE INTUIIESCENT FIRESTOP SEALANT. 5, },IINIIIIUiI I/2' CRI]VN HILTI FS-IINE INTUHESCENT FIRESTOP STALANT AT POINT IlF CONTACT, 6, HILTI FS 657 FIRE BLECKS €' THICK x 8' VIDE x 5' DEEP, REFERENCE r TEP VIE$ T0 BE FLUSH VITH TOP UF STEEL PIPE SLEEVT, NITES r L HAXIIiUH DIAII'IETER [F 0PENING = 6', 2, ANNULAR SPACE BETVETN SLEEVE AND PERIPHERY EF 0PENING = HIN, 0', llAX' l-ye', 3. ANNULAR SPACE BETVEEN CABLE BUNDLE AND PERIPHERY BF SLEEVE = I,. 4. CABLES TO FILL HAXII.IUI.i 252 [F CROSS-SECTIONAL AREA OF OPEN]N6. 5. APPLY HILTI CP 618 FIRESTOP PUTTY STICK INTI] INTERSTICES OF CABLE BUNILE, AN! VOIDS VITHIN FIRE BLOCKS, TD IIAXII,IUI,I EXTENT PISSIBLE, 6. HILTI FS 657 FIRE BLI]CKS, FS-ONE INTUHESCENT FIRESTOP SEALANI, AND CP 618 FIRESTT]P PUTTY STICK ARE REOUIRED tlN BI]TH SIDES IlF A VALL ASSEIT{BLY. Instructions for UL N0. CAJ?|52 I PREPARATToN:All surfaces must be ctean, sound, dry and frost lree prior to applicatjon of firestopping materials. ca- =a F -FIRE 8L0CK: Friction fit FIRE BLOCK into opening. FIRE BLOCK may be cut to fjt properly around penetrating items. ofientation of FIRE BLOCK is noted above in the uL system Drawing. FIRE 8LOCKS are required on both sides of a wall, FIRESTOp SEALANT AOply the required depth of Firestop Sealant r,,/ithin the annulus. V/all penetrati0ns require Firestop Sealant installed on both sides. Iool tne seatant uiith a pumj knife to push it in piace and smooth the suriace. Leave compieted seal undjsturbed for 48 hours. FIREIoP PUTTyiApply Firestop Putty into interstices of bundle and any voids within FIRE BLOCKS to maximum extent possible :Saviflgliresthroughinnovation&education I Hilti FirestopGuide2003-2004 | 1-S00-879-8000 lwww.us.hilti.com Eilqfl'193 ULlcUL SYSTEII NO V-J-4030 CABLE TRAY THRI]U6H CBNCRETI VALL DR BLI]CK VALL ASSII.,|BLY F-RATING = l-HR. UR Z-HR. T-RATING = O-HR, FRONT VIEV.-..---.--r?--SICTION A-A_..---v__ Q 1, CONCRETE VALL ASSEMBLY O-HR. ER Z-HR, FIRE-RATINO (2-HR. SHOVM I A, LIGHTVTIGHT OR NORHAL VTIGHT CINCRETE VALL OIIN. 4-314'THICK, FIR A I-HR, FIRE-RATINO. I, LI6HTVEI6HT DR NORIIAL VEIGHT CONCRETE VALL fiIN, 5'THICK, FOR A z-HR FIRT-RATING), C. ANY UL/ULC CLASSIFIED S[]LD tlR FILLED CONCRETE BLOCK VALL. 2, ALUIIINUM 0PEN LADDER CABLE TRAY OIAXII,|UI,I SIZE r 24' x 4'), 3, CABLES T0 CBNSIST 0F ANY C0}|SINATI0N 0F THE F0LL0VING t A, I,IAXII,,IUI.I 3OO PAIR NO, 24 AVG TELEPHBNE CABLE VITH PVC JACKET. 3, }IAXIIIUH 5OO KCII{IL SINGLE CONDUCTT]R POVER CABLE VITH PVC JACKET, C. ilAXI}IUI,I 3/8' DIAilETER FIBER-OPTIC CABLE VITH PVC JACKET. D. I.{AXII{UI,I 3/C NO, 12 AVG HTTAL-CLAD CABLE. 4. HILTI CP 6?0 FIRE FOAII I A. I.IINII.IUI.I 4-314' THICKNESS, FtlR A l-HR. FIRE-RATING. 3. I.IINIMUM 6' THICKNESS, FOR A z-HR, FIRE-RATIN6. N0TES r l, l,lAXIllUH SIZE 0F 0PENING = 30'x 9'. 2, ANNULAR SPACE = l'llNl|t,tul'l 0', ltAXIllUl,| 5', 3, },IAXII.IUIII AREA IlF CABLES SHALL BI 452 OF CRflSS-SECTIONAL AREA OF CABLE TRAY. 4, OPTIONAL - NOT SHNVN. HILTI FS 657 FIRE BLOCKS (CENTERED VITHIN VALL ASSEI{BLD I[{AY BE APPLIED IN A SINGLE LAYER ABOVE CASLES VITHIN CASLE TRAY (e' THICK x 8'VIDE x 5' DEEP), lnstructions for UL N0. WJ4030 PREPAMTION:All surfaces must be clean, sound, dry and frost tree prior t0 application ot flrestopping materials. loRl\,,llNc (optional): Cut forms (i.e. plfrood or loam insulation board) to fit as closely as possible around cable tray and installed cables, To keep CP 620 from dt;;king tb the forms, bover tnem wtth plastic or apply an aipropriate releaie agent. Fasten forms to the surface of the subslrate or friction trt lorms within opening t0 allow a min. 4-112" space for CP 620. FIHE FoAM: Prepare dispenser and cartridges as sholvn in CP 620 data sheets. Dispense CP 620, completely filling the openlng working from the oack ol the opening towards the front, REMoVE F0RMS (optional): Forms may be removed after 1 minute. o z, Cc) 6 O c a = c) @tr =C AJ liyesthroughinnovation&education I Hilti FirestopGuide2003-2004 | 1-800-879-8000 lwww.us.hilti.c0m EIfqJl' 213 INSULATED II,IETAL UL/cUL SYSTEiI Ntl, VJ504? PIPE THRIUGH l_HR. OR A-HR. CI]NCRETE VALL OR CNNCRETT BLI]CK VALL ASSEMBLY F RATING = l-HR, 0R 2-HR, T RATING = 1/2-HR" 3/4-HR,, l-HR,, |-lle-HR, (SEE U,L. FIRE RESISTANCE DIRECTORY) L RATING AI Al,lBlENI = 4 CFH/SO. FT, L RATING AT 400' F = LESS THAN I CFl,l/SO, FT. SECTIUN A-A-..-._- l, C0NCRETE FL00R 0R VALL ASSEI'IBLY O-HR,0R z-HR, FIRE-RATINO e-HR, SH0V$r A, L]GHTVEIGHT OR NORI.IAL VEIGHT CI]NCRETE FLOI]R NR VALL fiIN. 3-3/4'THICK, FtlR I-HR. FIRT-RATINO, B. LIGHTVEIGHT tlR N[]RI{AL VEIGHT CI]NCRETE VALL fiIN. 5' THICK, FIR E-HR, FIRE- RATINO, C. ANY UL/ULC CLASSIFIED CONCRETE BLOCK VALL. a, PENETRAIING ITEII T0 8E tlNE [F THE FIILL0VINGI A. }IAXII,IUI,I 12' NOI.IINAL IIAIIETER STEEL PIPE (SCHEDULE 20 tlR HEAVIER). B. I.IAXI}IUII 6' NNI.|INAL I}IAI{TTER COPPER PIPE. C. I'IAXIII{UI,I 4, NOI{INAL DIAI.IETER STEEL CONDUIT. D. }.IAXII.IU},I 4' M}.IINAL IIAI.IETER EHT, 3, }IAXI}IUH A'THICK GLASS-FIBER PIPE INSULATION. 4. }IINI|I{UH 5/8' DEPTH HILTI FS-ONE INTMESCENT FIRESTOP SEALANT, 5. I,IINII.IUI.I YA' BEAD HILTI FS-DNE INTUIIESCENT FIRESTOP SEALANT AT POINT OF CI]NTACT, r l, llAXlljUl,l DIAHETER 0F OPENING = l8'. a, ANNULAR SPACE = l'|INIl,lUl,l 0', l,lAXIHUl.l 1-718', lnstallation lnstructions for UL N0. WJ5042 SIEP 1 PREPARATIoN: All surfaces must be clean, sound, dry and frost free prior t0 application of firestopping materials. STEP 2 FIRESToP SEALANT:Apply the required depth of Firestop Sealant in the annulus, flush with both sides of wall. Tool the sealant with a putty knife t0 push it in place and smooth lhe surface. Leave completed seal undisturbed tor 48 hours. €'o q z,o -o&. 4 ao = F F 252 |=Tffn' Saving Lives through innovation & education I Hilti Firestop Guide 2003-2004 I 1-800-879-8000 I www.us.hilti.co.fl UL/cUL SYSTEI'I Nn' V-L-7040 METAL DUCT UITHT]UT DAI4PER) THRI]UGH l-HR' t]R z-HR' GYPSUM VALL ASSE},|BLY F-RATING = l-HR.0R ?-HR' T-RATING = 0-HR, FRONT VIEV HAXIITUI,I 6' C/C SPACING (SEE NITE Nr]. 3 BTLOV) e =6o oo zI E. !2 a aI(-) saz E2 Installation Instructions for UL N0' WL7040 STEP 1 PREPARATION:All surfaces must be clean, sound, dry and frost free prior to application of firestop material' sTEp 2 FIREST0P SEALANT Appty the required depth ot firestop-sealant in the annulus flush with both sides 0f wall Tool the sealant with puw knife t0 pusrr-itin prace ano srirbdti iireiirrrace. Leave compleied seal undisturbed for 48 hours. sTEp 3 STEEL REIA|NING ANGLE: Fasten steetangte t0 all four sides{f the air duct on b0th sides of the wall with the appropriate fasteners and recommenOeO soacing. Angle does not hive to be anached to the wall' lrl\=/\7 A <rd I. GYPSUI.I VALL ASSEI.{BLY (UL/ULC CLASSIFIED U3OO OR U4OO SERIES VALD O-HR' OR z_HR' FIRE-RATINO €-HR, SHIVD' A. ilnT SHBVU, V00D Sruir!"iO CnNSIST BF NIIHINAL 2' x 4'LUHBER' STEEL STUDS T0 BE HINII'IUH 2-Il2' VIDE. 3, RECTANGULAR SHEET IIETAL DUCT !!4ll1lu-[.:Jlt..:ja1 Lj.8".l||||[t]tl 24 6A' THICKNESS)' irhii'i"Hbi' rnH-[ir rt'i bucf iYsTE lg qqUlI{$!..A IIIL.?llLlT]r +,iiiti,riHt'itii')r-Cir-r,rriiririrvrnrtr_ctrc-{qF}tlil^illulllc^,s^ll{N;I ili*liii[li diei'leiii'iifi.ri"rs-iir['rryfdlqir$l.iiFE Int:..Eittljr,TILTI cP 60rs ELASTT- ". iiEilC iINLirUFSENrNIri, dR IILTI CP 5O6fLEXIB-LE FIRESTOP SEALANT' -_- 6, noT sHnvu. APPLY xriliruu v?r'itrD--i{ir-Fd---oqr^rntuu-rsmwIIIF"llT""sE$i\l"lt"t ilLi,i?ixiit'iftii'ii'iltidrieiin[i, _ng_rir[ricp sos FLEXITLE FIRESTnP SEALANT AT Fnrni-oiiuHtncT PRIoR Ttl ATTAcHING sTEEL ANGLE A+l TH A }IAXIIIUIII DIMENSION IlF 50 IN. i, AHHutAn spACE = HINIl,lul'l 0',_l!tl!!H.3': ,,,, ^6G-,D, v r.,rrrr u,, rr 5: lpilh"iE;Liffi spe[f i'rinftH bilQi_tp..q1esuil VALL ASSET,IBLY__VITH. HILTI" iiiiiiil stALmrr,TisliN sirel-a1gli ql4, 18 GA,) Tr DUcT_vIT+ll'l$[MUH Nr. I x 3/4' L0N6 iiriif r,riiaT-scqevi..9r.qel ANGLE T0_0_VERLAP.DUCT BY iliiil}ruii i; sHl-cipiiir.r-v,iii' AssEl{if!-bf. tttHtuut't r' ANGLE D0Es N0T HAVE iii.re resiEHeD T0 GYPsul't vALL ASSEHBLY' rrrE:--rt, .s ^vina Lives ,ttoueh inr.rgvation & educatlon I Hilti Firestop Guide 2003-2004 I 1'800-879-8000 | *ww us hilti corn UL/cUL SYSTEII ND, V-L-7069 SHTET HETAL DUCT THRI]UGH I-HR. t]R E-HR, GYPSUI'| SHAFT VALL F-RATING = l-HR, AND Z-HR, T-RATING = 0-HR, 1, GYPSUI{ SHAFT VALL ASSEH}LY ruL/ULC CLASSIFIED U4OO SERIES) fl-HR, DR z-HR. FIRE-RATIN6) €-HR. SH[]VD, 2. 'C-T' SHAPED STEEL STUDS (-5l8' VIDE X 2-112' DEEP, I'{IN, 25 GA.) SPACED |t{AXIIIUl.l ?4' C/C,3, AXII'lUH 7' x 7' SHEET I'IETAL DUCT 011N, e4 Gi, f0TE r N0T F0R USE IN DUCT SySTEftS CONTAINING A FIRE DAHPER). 4, l.lAXIMUl,l 8' x 8' SHEET lilETAL SLEEVE 01IN, 28 GA,) 0R N0, I STEEL VIRE t'tESH SLEEVT HAVING MINIIIIUI'{ I, OVERLAP ALONG LONGITUDINAL SEAM. 5. I.IINIHUH 2-118' OR 2-314' THICKNESS MINERAL VOOL fiIN. 4 PCF DENSITD TIGHTLY PACKED, AND RECESSED ON I]NE SIDT, FOR I-HR. OR z-HR, FIRE-RATED VALLS RESPECTIVELY, 6. }IINIIIUII I'DEPTH HILII FS-ONT INTUIIESCENT FIRESTOP SEALANT N0TES r 1, ltlAXIltlUH SIZE 0F 0PENING = 8' x 8'. 2, ANNULAR SPACE = HINIHUH l/{', lt{Axlflultl 3/4', 3 THIS FIRESTI]P SYSTEI.I VAS NESIGNED AND TESTEN FI]R APPLICATJDNS IN VHICH THERE IS U}IITED tlR NO ACCESS AVAILABLE ON ENE SIDE OF V lnstallation Instructions for llL N0. WL7069 STEP 1 PREPARATI0N:All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. STEP 2 SHEEI IVETAL SLEEVE: tuleasure and cut sheet metal or steel mesh to create a sleeve with ends overlapping at least 1". Sheet metal shall extend the full width of the v/all. STEP 2 PACKING fuIATERIAL: Firmly pack requked depth of mineral wool around the penetrating item as a permanent form. Packing material should be recessed from accessible lide of vrall to accommodate the required thickness of Firesf6p Seatant.' STEP 3 FIREST0P SEALANT: Apply the required depth of Firestop Sealant over the packing materiat within the annutus. Toot the seatant with a putty knife t0 push it in place and smooth the surface. Leave completed seai undisturbed for 48 hours. Saring llyes through innovation & education I Hilti Firestop Guide 2003-2004 I 1-800-879-8000 | www.us.hilti.com EIIffl' g c|r q |.\J z ac =z, r A -t A -z <,clc q), 7-z a C' 275 I I rrr uL/cUL SYSTEI'I SHEET METAL DUCT THRI]UGH l-HR, [R N[, V-L-7058 E-HR. GYPSUi4 SHAFT VALL ASSTI'|BLY F-RATING = l-HR,0R 2-HR, T-RATING = 0-HR, 1. GYPSUI.I SHAFT VALL ASSEHBLY ruL/ULC CLASSIFIEO U4OO SERIES) (-HR. t]R E-HR FIRE-RATING} ?,'C-T' SHAPED STEEL STUDS (1-5/8' VIDE x ?-l/?' DEEP, tllN, 25 6A,) SPACED HAXIHUI4 ?4' C/C, 3, l,lAXIHUl,l 5' N0ltlNAL DIAI,IETER SHEET HETAL DUCT $llN. 28 GA,), fi0TE r N0T F0R USE IN DUCT SYSTE}IS CONTAINING A FIRE I}A}IPER} 4. I,IAXIIIUI.I 7' DIAI{ETER SHEET I,IETAL SLEEVE OIIN. 28 GA.) tlR NO. 8 STEEL VIRE HESH HAVING I,IINI}IUM I' NVERLAP ALING LINGITUIINAL SEAH. 5 TIINIIIUH 2-I/8' ER 2-314' THICKNESS IIINERAL VD[]L OIIN, 4 PCF DENSITD TIGHTLY PACKED AND RECESSED tlN I]NE SIDE, FOR I-HR. BR E-HR. FIRE-RATED VALLS RESPECTIVELY. 6, }IINIIIUII.I f DEPTH HILTI FS-INE INTUMESCENT FIRESTOP SEALANT. N0TES r t, HAXII.|UH DIAI,IETER 0F IIPENING = 7', 2, ANNULAR SPACE = lllilIl'|Ull l/4', ilAxll,luli{ 3/4'. 3 THIS FIRESTI]P SYSTEH VAS NESIGNED AND TESTED FtlR APPLICATIONS IN VHICH THERE IS LI}IITED [R NO ACCESS AVAILABLE BN INE SIDE EF THE VALL. lnstallation lnstructions for UL N0, W17068 STEP 1 PREPARATIoN: All surfaces must be clean, sound, dry.and frost free prior to application ol firestopping materials. STEP 2 SHEET METAL SLEEVE: Measure and cut sheet metal or steel mesh to create a sleeve with ends overlapping at least 1'. Sheet metal shall the full width of the waJJ. STEP 3 PACKING MATERIAL: Firmly pack required depth of mineral wool around the penetrating item as a permanent form. Packing material should be recessed from accessible side 0f wall t0 accommodate the requked thickness of Firestop Sealant. STEP 4 FIRESToP SFALANf: Apply the required depth ot Firestop Seajant over the packjng material within the annulus- Tool the sealant with a putry DUsh it in olace and smooth the sur{ace. Leave comoleted seal undisturbed for 48 hours. @{) J I.-C) z, F o cc zI = o = F 4 =F {- A l A SECTION A-A 274 l:-flEfl' Sayrrg lives through innovalion & education I Hilti Firestop Guide 2003-2001 I 1-800-879-8000 I w!^t!v' ULlcUL SYSTEI4 NB. V-L-7059 INSULATTD DUCT UITHIUT DA}.IPER) THRIUGH I-HR, tlR Z-HR. GYPSU|''| VALL ASSEMBLY F-RATING = l-HR, tlR Z-HR, T-RATING = !/Z-HR, BR 3/4-HR. FRONT VIEV..-.---..--t'-SECTION A-A A+l AJ I. GYPSUI,I VALL ASSEIIBLY ruL/ULC CLASSIFIEI} U4OO SERIES VALD O-HR. OR ?-HR, FIRE-RATING) (E-HR. SH[]VD. E. fiOT SHOVD. STEIL STUDS TIl BE I'IINII{UI.I ?-I/?' UIDE OPENING Tt] BE 'FRAI'IED tiUT' ON ALL SIDES tlF OPENING VITH LIGHTGAGE I,IETAL STUD I'IATERIAL. 3, HAXIHUi.| ?4' x 12' RECTANGULAR SHEET I'IETAL DUCT filNlllu|.l 24 GA,), fillTE r Nt]T F0R USE IN IUCT SYSTEI'IS C0NTAINING A FIRE DAMPER)' 4, IIAXIMUI,I I-Il2'THICKNESS 6LASS FIBER DUCT INSULATION fiIN. 3/4 PCF DENSITD VITH FI]IL-SCRIIII-KRAFT FACIN6. (SEE NOTE Ntl. 2 BELOV). 5, HILTI FS-ONE INTUI.IESCENT FIRESTOP SEALANT I A. I,iINIHUI.I 5/8' DEPTH OF SEALANT FER A I-HR, FIRE-RATINC. 3. }IINIMUI!.I I-Il4' DEPTH I]F SEALANT FOR A E{R. FIRE-RATING. NtjTES r l, llAX, AREA 0F 0PENING = 395 SQ, IN, VITH A HAX. Dll'|. EF ?6-3/4'. 2. INSULATIEN SHOULD }E COHPRESSED 5OZ SUCH THAT THE ANNULAR SPACE = lllN, l/4', l,lAX. f, lnstallation lnstructions for UL N0, WL7059 SIEP 1 PREPAfiATI0N:All surfaces must be clean, soufld, dry and frost free prior to application of firestopping materials. STEP 2 FIRESTOP SEALANT: Compress insulation, and apply the required depth 0f Firestop Sealant in the annular space between the insulated duct and watl on both sides and t00l with a putty knife until flush with both surfaces. Leave completed seal undisturbed for 48 hours. z ooc 6z Q =oz,07 .E Io(, = C) = = Saving Lives through innovation & education I Hilti Firestop Guide 2003-2004 | 1-800-879-8000 | www.us.hilti.com l=Tffn' 27I UL/cUL SYSTEM MULTIPLE PENETRATIT]NS THRI]UGH N0, vL8004 E-HR. GYPSUM VALL ASSIMBLY F RATING = Z-HR. T RATIN6 = 1/4-HR, J FRONT VIEV SECTION A-A = OI c)-z. = -z. C' L (, GYPSUIII VALL ASSTI4BLY (UL/ULC CLASSIFIED U3OO t]R U4OO SERIES) (z-HR' FIRE-RATINO, PENETRATING ITEIIS T0 BE ANY 0F THt F0LL0VINGI A. HAXI}.IUM 3' NOIIIINAL DIA}IETER EHT. 3. HAXII'IUI,I 2' NI]HINAL DIAHETTR PVC PLASTIC PIPE (CLOSED PIPING SYSTEH ONLD' C. HAXII'IUII 25 PAIR Ntl. ?4 AVG TELEPHONE CA3LE. !, ilAXI!,lUH 3/C NIl l0 (+GRND) AVG CASLE G0lt{tn, E. HAXIIiUH 3OO KC}ft POVER CABLE. 3. NO. 8 STEEL VIRE HESH, 4-Il4'LI]NG OR SECURELY IN PLACD CENTERED IN NPENING' STANIAR! I.IETAL DRYVALL TRACK SCREVEI) 4, iliNIMUI'I 4' THICKNESS HINERAL V[]I]L fiII'I' 4 PCF DENSITN TIGHTLY 5, IIIINI},IUil I/2' DEPTH HILTI FS-BNE INTUI'IESCTNT FIRESTNP SEALANT VITH 3t]TH SURFACES tlF VALL, HNTTS iT. ilAXIHU}t AREA tlF I]PENING = 96 SOUARE INCHES, VITH A I|AXII'IUH DII'IENSIBN OF 12 INCHES. 2, DISTANCE SETyEEN ITE||S = l,[NIltU]t 1_3/4" l'tAXI].tUil 7'. i, ltsreHcE FRtllt EDGE 0F 0pENING = l,ttNll,tuil t/2', HAXIHUI,I 7', €xcEPTInN' 300 XCIIII- PI]VER CAKE I'IUST BT }IINIIIU}I I-IIE' FRI]H THE ED6E I]F IIPEN]NO, = = = e I z tnstallation lnstructions for UL N0. W18004 sTEp 1 pREpARAII0N: All surfaces must be clean, sound, dry and lrost lree prior to application of tirestopping materials sTEp 2 SLEEVE (holt0w block walls 0nly): fvleasure the thickness ot the wall and cut No, I steel wire mesh of.sheet metal (min. 20 gauge) to a length 1/4" less than the vrafi thickness. C;nter th€ sleeve in the wall and fo- li tolit'tt e pet-i,ilter of the opening Ends (seam) should overlap at least .1"' sIEp 3 pAcKlNG tulATERlAL: Firmty pack required depth of mineral wool around the penetrating ite.ms as a permanent lorm, Packing material should be ieiisleC irom Oottsurfac'ejoi wariis iequiied to accommcdate the required thickness 0f Firestop Sealant. sTEp 4 FlRESrOp SEALANT. Appty the required depth 0f Firestop sealant over the packing material within the annulus 0n both sides of v/all and tool with a outiif,niie untit ftrsn viiin bom suitaces, Leave completed seal undisturbed for 48 hqurs PACKED, INSTALLE} FLUSH Saring tiyes through innovation & education I Hilti Firestop Guide 2003-2004 | 1-800-879-8000 I www us hilti'com EIiqfI 307 I I arr UL/cUL SYSTEI,I N0, Hv-n-0098 Tt]P t]F VALL JDINT ! A-HR. CDNCRETE VALL I]R BLDCK VALL ASSIMBLY ASSEIIBLY RATING = ?-HR. CLASS il ANI) III ]'IOVEHENT CAPABILITIES - 12,52 COIiTPRESSION DR EXTINSIEN SECTIBN A-A n<J l, FL0[R tlR R00F ASSEIIBLY €-HR. FIRE-RATINO r A. LIGHTVEIGHT tlR NtlRl.|AL VEIGHT CINCRETE FLtltlR O{iN. E-IIE'THICO I]VER I4ETAL DECKING OL/ULC CLASSIFIED DTOO OR D9O() SERIES). B. INSULATING CONCRETE OIIN, E-V4'THICO IVER I4ETAL DECKINC (UL/ULC CLASSIFIED P9OO SERIES), C, flOT SHDVD, FLUTED STEEL R[]I]F IECK VITH SPRAY-APPLIED FIREPRDOFING (ULIULC CLASSIFIED PTOO SERIES). 2, CONCRETE VALL ASSEMBLY (?-HR. FIRE-RATING) I A. LIGHTVEIGHT DR NORTIAL VEIGHT CONCRETE VALL $IIN.6'THICP, B. ANY UL/ULC CLASSIFIED CINCRETE BLOCK VALL. 3, I.IINERAL VOI]L fiIN. 4 PCF DENSITD COI'IPRESSED 332 AND INSERTED INTO JOINT, FLUSH VITH BOTH SIIES DF VALL. (SEE NOTE NB 3 SELOV), 4, HILTI CP 777 SPEED PLUGS FRICTIBN FITTED TO CI]HPLETELY FILL FLUTE, FLUSH VITH BOTH SIIES OF VALL, (SEE NI]TE Ntl, 3 BELO$. 5 I.IiNII.IU}'I 1/8' OET) THICKNESS HILTI CP 572 SPEEJ] SPRAY TI1 COMPLETELY CIVER HINERAL VO[]L AND TO OVERLAP HINII{UI.I I/2'ONT[] CONCRETE VALL [R CUNCRETE BLOCK VALL AND I{ETAL DECK tlN BOTH SIDES OF VALL ASSEMBLY, NUTES r l, STEEL FLUUR UNITS l{AY BE SPRAYEI) VIIH A l'llNlilul,l 5/16' THICKNESS T0 I,IAXI}'IUH I-3l4' THICKNISS OF UL CLASSIFIED |i,|[]NOKDTE TYPE I{K-6IHY FIREPROOFING I,IANUFACTURED 3Y V.R, GRACE. E. VHEN THE STEEL DECK IS COATTD VITH FIREPROOFING, HILTI CP 572 SPEED SPRAY SHALL []VERLAP THE VALL }|INIHUI|I I/2, AND I]VERLAP THE FIREPREEFING I.{INIIIUI'I 2' ON SOTH SIDES OF THE VALL. 3. AS AN ALTERNATE Ttj HILTI CP 777 SPEEI} PLUGS, IIINERAL VOOL OIIN. 4 PCF DENSITY) COI.IPRESSED 332 I'IAY BE USED, lnstallation lnstructions for UL N0. HW-D-0098 STEP 1 PREPAMTIoN: All surfaces must be clean, sound, dry and frost free prior to application of lirestopping materials. STEP 2 FoRMING MAIERIAL: Compress mineral wool 33 percent and pack required depth jnl0 the fluted deck as a permanent torm, flush wjth wall surfaces' STEP 3 FIRESTOP SPMY: Spray or trowel the required depth ol Firestop Spray l0 completely cover forming material and t0 overlap as required onto wall and steel deck on both sides. g t- t a =co =2 oot= = E o = F = zF 332 E ffl' Saving Lives lhrough innovation & educati0n | Hilti Firestop Guide 2003-2004 I t -800-879-8000 I www.us.hilti.com UL/cUL SYSTEI'I N0. HV-D-0tBl T0P 0F VALL JUINT r 2-HR, cuNCRtTt VALL uR BLucK VALL ASSIMBLY cLAss rr Nr cLASS ur rourfllitrtt#^l?Jtti,i;='l[tr rorr*rssroN 0R EXTENSToN FRONT VIEV.----.--.-.v._ 9 a c- o 3 1. LIGHTVEIGHT I]R N[]R||AL VEIGHT CONCRETE FLOtlR $IIN. 2-112'THICO IVER ilETAL DECKING(z-HR. FIRE-RATINO, E. CI]NCRETE VALL ASSEI.IBLY (?-HR. FIRE-RATINO r A, LT6HTVET6HT 0R NqE!4_L vErcHT concnire vALL ofrN, B, THrcn,B ANy ul/ulc cLAssrFrED coNcRETE nmcr vAlt.3. IIJIEI4 VO[]L ${IN. 4 PCF -DEI{SITD COIIPiEiiEN i'SZ AND INSERTED INTII JOINT, FLUSHVITH OUTSII}T VALL SURFACES 4, ITINI]IUI{ I/8' ffED THICKNESS.HILTI CP 67E FRESTOP JOINT SPRAY TO COHPLETELY COVER TryEqL VI][]L AND TO OVER.LaP-.A IIINIITUH lza; oNro colcnnE *;Li;ii.iIEiAL IIEcKINcqN B0TH SrDES 0F VALL ASSfl.tBLY. lnstallation lnstructions for IIL N0, HW-D-|\gl STEP 1 PREPARATI0N:AIl surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. srEP 2 FoRMING MAIER,AL compress rnineral wool33 percent in thickness and insen fnto the joint, I'ush with wal surface. STEP 2 FIRESToP SPRAY: Spray or trowel the re-quired-depth of Firestop, sqray to comptetety. cover fireproofing in ftutes and forming material andI0 overlap a min. of lJ" onto wa1 and 2,,bnto lireirooteO sieei?eci dn Oom s'tieJ dt walf-. -F -" "'! c) F ? = zoF c-ta)c: z. A+l N0TES t l. STEEL FL0UR UNITS LIAY !F SPRAYED vnn e ilINlt{ut't 5/15, THICKNESS TE l{AXI}tUt{1-3l4', THTCKNESI pr_ uL cLAssrFrED rnruorore iipe ur--szni iih'iFiosilHc HANUFACTUREI) BY V,R, GRACE & CO. A. VHEN THE STEEL..NECK-IS qqATED VITH FIREPROOFING, HILTI CP 572 SHALL OVERLAPTHE VALL A rJlNlllurl w t/2' AND oviRLAF ittilr-ntinribli'nc'n -lirrlriw a, 0N DoTHSIDES OF THE VALL. 334 E:lM-l' Saving Lives lhtouoD xtnovation & pdt)cltinn I flijri F;rocrnn c,,id6 ?n^,, , ,.-rq,,,rs UL/cUL SYSTEM N0. TUP UF VALL JIIINT ' Z-HR, CtiNCRETt HV-D-0e58 VALL OR BLI]CK VALL ASSIMBLY ASSEIIBLY RATING = CLASS II I,IOVTIIENT CAPABILITIES - 252 2-HR CI]MPRESSION OR EXTENSION z. - 6 r:E z. =d -I+-=Ex = d F lnstaltation lnstructions tor UL N0. HW-0-02i8 STEP 1 PREPARATION: All surtaces must be clean, sound, dry and frost free prior to apptication of firestopping materials. STEP 2 F0Rl\4lNG MATERIAL: Compress mineral wool 50 percent ifl thickness and insert into the ftutes of the steel floor units flush with wall surface' 0f mineral wool are then to be compressed..and tjghtly packed into the gap between the top ol the w;il tnA Uottoin if ftie steel floor unib as around the steel beam on both sides of wall. SIEP 3 FIRESTOP SPMY: Spray or trowel the required depth of Firestop Spray t0 completely cover forming material and to gver lap a nin. of 1n" and 2" into fireproofed steel deck 0n both sides 0f wall. 336 I--Tff;;fl' Savitg lives through innovation & education I Hitti Firestop Guide 2003-2004 I 1-800-829-A000 | unv/uv. UL/cUL SYSTEM N0, HV-D-004? TIIP nF VALL JDINT I l-HR, DR Z-HR, GYPSU}4 VALL ASSTMBLY ASSE}I3LY 1, FL00R 0R R00F ASSEIIBLY O-HR, 0R Z-HR, FIRE-RATINO t A. LIGHTVEIGHT OR NORI,IAL VEIGHT CONCRETE FLOOR <I4III ?-I/?' THICP I]VER HETAL DECKING (UL/ULC CLASSIFIED DTOO OR I}9OO SERIES). B. INSULATING CONCRETE OIIN, E-Y4' THICO I]VER }IETAL DECKING (UL/ULC CLASSIFIEO P9{)l) SERIES). C, OOT SHOVD. FLUTED STEEL ROEF DECK VITH SPRAY.APPLIED FIREPRBOFING (UL/ULC CLASSIFIEII PTOO SERIES), E. GYPSTJ}I VALL ASSEIIIBLY. (UL/ULC CLASSIFIED U4OO SERIIS) O-HR. tlR z-HR. FIRE-RATINO. 3. CEILINC RUNNER fiIN. A5 GA,, ViTH 2'FLAN6ES) FASTENEI} TO UNOERSIDE tlF DECK (SEE NOTE N0, 3 3EL0V), 4. STETL STUDS fiIN. ?-I/?' UIDE), CUI I/?' IE 3/4' LESS IN LTNGTH THAN ASSEHSLY HEIGHT, NESTING IN CEILING RUNNER VITHOUT ATTACH}IENT. 5, HILTI CP 777 SPEED PLUGS FRiCTION FITTED TO COHPLETELY FILL FLUTE FLUSH VITH BI]TH SII]ES OF VALL (FOR USE VITH 3-YE'SIEEL STUI}S OR VIOE$ (SEE NOTE Nt]. 4 BELDV) 6, H]LTI CP 767 SPETD STRIPS COHPRTSSED 5OZ AND INSERTED INTO JOINT, FLUSH VITH B[]TH SIDES tlF VALL. 7. }1iNIHU}I I/8' $ED THICKNESS HILTI CP 672 SPEED SPRAY TIl CII,IPLETELY CIVER }IINERAL VOI]L AND TIl I]VERLAP A I'IINII.IUI{ I/2' NNTU GYPSUH AN3 I{ETAL DECKING ON BOTH SIDES IlF 6YPSU}I VALL ASSEIIELY. M]IES r l, STEEL FL00R UNITS llAY EE SPRAYED VITH A l[N, 5/16' THICKIESS IE l4AX 1-3/1' THICIOIESS 0F IL CLASSIFIED I.IINEKITE TYPE I{K-6IHY FIREPRIIOFING MMJFACTIRED BY VR GRACL A U{N TI1E STEEL DEC( IS CI]ATED VITH FIREPRIJOFINE, HILTI CP 672 S}IALL IIVERLAP T}E VATI- A I{il YE AN! OVERLAP TTE FIRTPREtrII.IG A ilIN. A' BI EUTH SIIES OF 6YPSI.H VALL ASSE,IBLY. 3 AS AN ALTERilATE Ttl CAUflG RUI$IER IN ITEH I{I. 3, SLOTTD CTILING RIJI$ER, I{AMJFACTMED BY SLIPTMCK SYSIEI.iS, INC., IlR VERTITRACK, I{AN.FACTWO BY THE STEEL NETUN& $C, HAY IE USEI}. 'IflTEil ALTERIIATE CEIUIIGIRACKS ARE USED, CI]NSII-T I}E t'- FIRE RESISTA}IE INECTI]RY FIIR IISTALLATII]N INSTRT,OTII}IS. 4. AS Ail AL1ERNATE TO HILTI CP 767 SPEII STRIPS ND/[]R CP Z7 SPEEI PI-UGS, I,IINERAL VOO- 0,llt{ 4 PCF DENSITD C0IIPRESSED 502 l,lAY BE USED, lnstallation Instructions for IIL N0. HW-D-0042 STEP 1 PREPAMTI0N: All surfaces must be clean, sound, dry and frost free prior to application of firestopping materials. _T A,l il =lZI =l z z t:e =O2 _g cI <l) STEP 2 F0R[/ING |\|ATERIAL: Compress mineral lvool 50 percent in thickness and insert into the flutes of the steel floor unih above the top of the ceiling . runner, flush with wall surface. Strips of mineraiwool are then to be compressed and tightly packed into the gap between the top of the wallboard and bottom of the steel floor units 0n both sides of tlall. STEP 3 FIRESTOP SPRAY: Spray 0r tro\,,/el the required depth of Firestop Spray to completely cover forming material and to overlap as required onto wall- board and steel deck on both sides of v/all. = =tr) c = t{1{gf"i}fi -T-r--- tltlll Saying lires through innovation & education I Hilti Firestop Guide 2003-2004 | 1-800-879-8000 | www.us.hilti.com EIEII'349 . ULlcUL SYSTEII N0. HV-D-0?18 TOP OF VALL J0INT ' l-HR, [8 e HR, 6YPSU1'I1 VALL ASSSMBL' ASSEl.lStY RATING = CLASS II illlr"i-f -#?^!1"""1PJ*!8|r*8JIiF3!';'^i"!?1"$,!1'o[*"" z F oOcc z g: ll)z FRONT VITY.--------v.--_Afr lnstallation lnstructions for llL N0. HW-D-0218 STEP 1 PREPARATION: All surfaces must be clean, sound, dry and frost free prior t0 application of firestopping materials. STEP 2 FoRMING MATERIAL: Compress m ir ?ral wo0l 50 percent in thickness and insert into the ftutes 0f the steel floor units above tr runner, flush with wall surface. Stripe of mineral wool are then to be compressed and tightly packed into the gap beNeen ne and boftom of the steel floor units a: weil as around the steet beam on bbth sides of witt. - ; STEP 3 FIRESTOP SPRAY: Spray or trowel r,z fequired depth of Firestop Spray to completely cgver forming material and to overhp a ml and 2" into fireoroofed steel deck r. coth sides of wall. s5 = n z - Ex - r _ __rr7 - - -' - - -- -- - - "itt_1 _ 1ll l- - --- - -- ---- ----.t -{--l-L-- 362 I=Tfq;q' Saving Lives rt -lugh innovaticn & education I Hitti Firestop Guide 2003-2004 I I i r\ Prolessional Cofporaticn o .2.-tN;.- rj, R., .'..S.'-C \./aii. CO 41657 970i 476 5105 FAX 97C,,176-11710 l,iA@ rorter architects.com MorurnAncl rrEcrs September 20,2005 Chris Gunion Stan Hahn Town of Vail Building Safety and Inspection Services Department of Community Development 75 South Frontage Road Vail. Co 81657 RE: Bldg. Permit # 805-0219 '1325 Westhaven Drive Mr. Gunion & Mr. Hahn: We have received the following information from Tony Faulhaber of Viele Construction, the General Contractor for this project. The inspector we would propose for Westhaven is: Independent Testing and Inspection Services, Inc. 12084 Vaseen Court Evergreen, CO 80433 David L. Sturgeon, President 303-674-7560 The items he will inspect are: Concrete wall and footing reinforcing steel, and embed items per IBC 2003 table 1704.4, items 1 and 3. Structural Steel, bolting, welding, and bracing per IBC 2003 table 1704.3 Spray applied fire proofing per IBC 2003, Section 1704.11. We propose to use Midwest Steel and are verifying that they are a registered and approved fabricator per section 1704.2.2 and do not require special inspection of their steel fabrication. We will use a separate testing agency, HP Geotech, for all testing of concrete per IBC 2003 table '1704.4, items 5, 6, and 7, and for testing of structural backfill and compaction per IBC 2003, Section 1704.7. ly, [,4ortefarchitects.com inspec ltr.doc . A PrcfessLl)ral Ccrpcralicn 2271 N Frcf rt?rqe Road f". Lllitc L vaii. co 6165/ 37C; .i76 5105 FAX 9/0.r 176-0710 l,lA,.@m orierarchltects corn MoTUTRARCHrmcrs September 20, 2005 Chris Gunion Stan Hahn Town of Vail Building Safety and lnspection Services Department of Com m unity Development 75 South Frontage Road Vail, Co 8'1657 RE:Bldg. Permit # 805-0219 1325 Westhaven Drive Mr. Gunion & Mr. Hahn: We are resubmitting the drawings, dated September 16, 2005, for the above referenced project for a building permit for all work excepl the following: As per IBC section 106.3.4 .2, we are requesting a deferred submittal for the fire alarm system and fire sprinkler system until a later date. We have retained a licensed Fire Protection Engineer to design and review these systems. The FPE is: Deborah L. Shaner, P.E. Fire Protection Engineer Shaner Life Safety Frisco, CO 970.409.9082 Thank you for your attention to this matter. fllil^b mes R. Morter. FAIA orter Architects l,'lortera rch itects. corn ifspec ltr.doc l\ Protessr[-Yla] Corporaiioi)_- RECDOCT-32005 MonTTRARCHrmcTs.:/ N -. lrgcRo.rc.. S, te C Vail CO 81657gio, 476 5105 FAX 970' 476-0710 f,lA@n'rorlef arch lects com October 3. 2005 gl}fiil- ,g" ,{'iffg '&* ii,l,u$ffiy Town of Vail Building Safety and Inspection Services Department of Community Development 75 South Frontage Road Vail. Co 81657 RE: Bldg. Permit # 805-0219 1325 Westhaven Drive Dear Mr. Gunion & Mr. Hahn; We are submitting this letter to show how we plan to resolve all the remaining plan review issues as per your Ietter dated 09/29105. We will have revised drawings ready by Wednesday morning. Attached are the following items to correspond to some of the comments: (4 sets) Revised section 08711 of Specification book. (4 sets) SK-01a & SK-01b, showing revised electrical room. (1 set) Copy of recorded "Reciprocal Access. Utility and Drainaoe Easement Aoreement." (1 set) Defened submittal letter (revised) 1 Please coordinate olan resubmittal with Town of Vail Public Works Comments and Vail Fire and Emergency service comments so all department comments are addressed on the revised plan sets. TOV Public Works is still reviewing our resubmittal from September 20, 2005. Our FPE has been ln contaci with Mike Mccee of VFES to resolve all VFES comments. Architectural Comments:2 Provide individual 2 hour shaft enclosures for the fireplace chimneys per IBC 707. Fireplace chimneys cannot be provided with a smoke/fire damper at each opening into the shaft therefore shafts are required for each chimney. The shaft walls are referenced on the individual unit plans, shcets A- 2.10 thru A-2.23. The shaft wall type is wall #21 on sheet 4-6.1. All fireplace flues will be divided by 2-hour rated shaft wall as requested. 11 Revise exterior elevations and exterior finish materials to show compliance with IBC 1405.4. Fire heated wood is required above the 3rd story. Non-combustible trim and siding is required above per 1406,2.2. Also coordinate with exterior finish ceiling plans and decks and overhangs. The exterior vertical wood sading materials and details will be revlsed to be vertical cementitious siding with board and battens by James Hardie North America. Once this change is made, there will be no other wood or non-combustible siding material above 40 feet or 3 stories as per IBC 1406.2.2. lf required by your office, we will resubmit the drawings to the DRB for review. We respectfully request that this be allowed to occur after the initial permit is issued. Revised sheets A3.1, A-3.2 & A-6.1 will be submitted. Nlorterarchitects. com tulA response llr.doc Bldg. Permit #BO5-o219 101312005 1325 Westhaven Drive Page 2 36 lnclude complete specification and manufacturer's listing for the proposed sidelight windows at the unit entry doors from the corridors. Glazing may no exceed 257o of the common wall area between the unit entries and the corridor unless tested as part of the door assembly. IBC 715.4.7.2 and 715.3.3 The "sidelights" at the unit entry doors do not have glazing. They are fixed wood panels adjacent to the unit entry doors. The fixed wood panels will be built of the same construction as the 20 minute rated door and shall be fixed, in place to comply with all fire and smoke related requirements. We will acquire and submit a UL listing for these doors. 38 Include a complete door hardware schedule corresponding to the hardware sets indicated on the door schedule. Door hardware schedule must indicate compliance with IBC 1008.1.8.5, 1008.1.8.7, 1008.1.8. The Door Hardware Schedule will be revised to indicate compliance with IBG 1008.8.5. as excerpted from 08711 in the Project Specification manual. 40 f nclude complele firestopping details for all piping, conduit and similar penetrations per IBC 712. lnclude the UL or other listing for each type of penetration in each type of assembly. Firestop Details with UL listed assemblies will be submitted. 43 Provide two exits from the electrical room with panic hardware per NEC. Refer to electrical comment #131 . The second exit must be separated bya minimum of "l/3 the overall diagonal and will needtobe located where exit path is not obstructed by the vehicle parking space. The electrical room has been revised. See attached sketch. A revised sheet A2.0 will be submitted. 51 Provide an exit path from the north east stairway discharge to the public way contained on the Westhaven Condos property. The exit path discharges onto the driveway of lhe Cascade building. This is not a public way. IBC 1023.6 See attached copy of the recorded easement. The easement has been agreed to by both parties and was recorded with Eagle County on 9/19/05. 52 Amend plans where mailboxes, furniture and other uses are shown in the 2 hour exit passageway from the stainvay exit enclosure discharge. Exit passageways may not be used any purpose other than means of egress. IBC 1020 The furniture has been removed from the exit passageway, Revised sheets, A€.12 & A4.13 will be submifted. 55 Revise wood timber fireplace hearth details at fireplaces to comply with the lsokern fireplace manufacturer's listing. Revised fireplacc hearth details will be submitted, 56 Revise all fireplace hearth sizes to comply with the lsokern fireplace manufacturer's listing. Revised fireplace hearth sizes will be submitted. 57 Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces except where such shrouds are listed and labeled for use with the specific factory built fireplace system and installed in accordance with the manufacturer's installation instructions. IMC 805.6 The fireplaces have been added to our deferred submittal list. We have not been able to get manufacturer information in a timely manner, We will revise the drawings and resubmit the manufacture/s information as soon as possible. 66 Include door hardware schedule for all exit doors to show compliance with IBC 1008.1.8.5 The Door Hardware Schedule will be revised to indicate compliance with IBC 1008.8.5. as excerpted from 08711 in the Project Specification manual. 85 Include a comDlete list of all deferred submittal items per IBC 106.3.4.2 See attached letter. Bldg. Permit # 805-0219 1325 Westhaven Drive 126 140 148 10/3/2005 Page 3 131 Mechanical Comments: Amend garage level mechanical plans and boiler piping diagram to show all equipment and appliances having an ignition source to be 18" above the floor IFGC 305.3 The ignition source for the boiler is located 45" above the floor. See attached sketch. Electrical Comments: The electrical room requires (2) exits as the switchboard: exceeds 1200 amps, is over 6 1/2ft in length, and does not have an unobstructed exit as required per NEC 1 10.26( C Xb). This room has been revised to have two exit doors. See attached sketch. Short Circuit Summary: Correct Node Fl to show (7) parallel conduit runs per the oneiine and recalculate. This has been corrected see attached sketch. The drawings will also be revised The EGC's from the 600/3 service entrance to the ATS and Panel EM are too small per NEC 250.122.F.1 This has been corrected see attached sketch. The drawings will also be revised Please do not hesitate to call any of us for further questions or clarifications. Westhaven Design Team: Lelia Stoner, Redwine Engineers Marc Sacconi, Beadin-Ganze Consulting Engineers Gary Brooks, Alpine Engineering Dennis Anderson, Landscape Architect CC: C. Davis T. Faulhaber Leah KS WE STHAVE N GENDEMINIUMS REF. DWG: A-2 -O TITLE: ELEC. Rf1. DATE: lO.3.O5 SCALE: ?{a" = t'-O" FROM: LK9f1 NOTE: - - MonrER ARcHtrEcrs a P'olesion.r co'lodtion 2271N Fbnttg' Road w Suiie C varl, Colo..do 91657 MA@rcn 6Ehir6.t3c6 970,175 5105 SxErcn: SK-ota J IJJ IIJJ (9z \<u o. I |rIJfoulI(Jatooo \^/E STHAVE N trBNDOMINIUMS MonrenAncn[EcTs ;li:; A Por.$ion6l Co4o€uon 2271 N Font4g' Ro.d W MA@6o^er.Eh*cr6@m t:"i""J;"; ttJ.T; REF. DWG: NOTE: - - A-2_O DOOR SCHEDUL to.3.o5 316I = lt _Otl LK5I,1 SxetcH: SK-otn GENEFAL FEGULATIONS FIGURE 304.6.1(S) ALL AIF FROM OUTDOORS (see Section 304.6'1) Unlisted appliances approved in accordance with Section gOi.i ,ftufr U^t'fi.ited touses recommended by tfre rnanulac- i".t *Jtf,Jf u. installed in accordance with the manufac- ;;';'i;i;;i;nf the provisions of this code and the iequnements rletemLined by the code official' 305.2 Hazardous area. Equipment an9 appliances having an innition *ut"" *t'all not beinstalled in GroupH occupanctes or :?il;^;;;;;h"re open use, haudling or dispensing of com- Uo.,iUt", n"*."lle oi explosive materials occun' 3053 Elevation ofigrution source' Equipment and applianees -n^"ii" * igtti,i- so-urce shali be elevated such that the source ;;;#,i";?;;;ii;, than 18 inches (457 mm) above the floor in n'--Uoo, to""dons and public garagqs, pdvate garages' re- pair garages, motor fuel-dispensing facilitres and-p-arKr.ng ga- iaees-. Foi the purpose ofthis scction' roofirs or spaces tnar i € ;;";;;iG;fitig spaceof adwelling unit and thatcomrnxni- ;;"ffi,fiil:F;; garage tturough opeaings shall be corsidered to be part of tle Private garage' Exception: Elwation of the ignition source is not requ :ed i"i-o5ouuo"", *,ut are listed as flanmable vaPor resistant ana foi installation without elevarion' 305.4 Public garage$ Appliances located in public garages' ;;-,;;illdt.iio ing raJiilties, '"pair ctSc:s ot qtl"t l1T r."-t""t"a u" it"tor iehicles shal I be insalled a mirumum or d i;d&-#t;b;;" thi fl oo'' wh"re rnotor vehicles exceed 6 ?""iire"r9;l;" height and are capable of passing under an ;;;lil; "ppii*"*it'"tt be instailed a minimum of 2 feet i6iO **j iti'gno above the floor than the hcight of the tallest vehicle, FIGURE 904.62 STNGLE COMEUSTION AtF OPENING,--'AiL AiR FRoM rHE ourDooRs lsee Section 904.62) Exceptlon: The requirements ofthis section shail notapply ' *ueri tn" appti*cls are protected ftom motor ve!'icle im- i"Ji*o-ittliJr"o in acctrdance with section 305'3 ancl tfitPe tAs. 305.5 Private garages. Appliances located in private garag-es ' li"n u" -rJr;a- rfith u mini-um cleuance;f 6 feet (1829 mm) above the floor' '. Exception: The requirements of this section shall not apply where the appliances are Protected from motor vehicle im- r"ii*ai".',irta ir accordance with Section 305'3' l0S.e Construction anil protection' Boilerrooms and {Yi:," i"r.t tnaf U" p*tected i required by the Intemational Buitd' ingCode. .: 305.7 Clearances trom grade' Equipment and appliarcesm- ;;iili.G;ilJ it'un"u" *p"d't'ia on a level concrete slaD or other apProved *ut".,ur "*t""^ding ^P"":,ldl"glg^ffit 11 ALTERMTE OPENING LOCATK)N sEcTloN 305 0FGC) INSTALLATION 305.1 Generat. Equipment and appliarces shall be installedas i"ouir"-a tt ,r't","ins of their appioval, in accordance with.the conditions of listing, the manufacturer's instructlons and uus Al".'il1"i":t""**is' instatiation instructions shall be avail- uUi"o" ,t t.ioU tite al the time of inspection' Where a code pro- ri.iJ* i.Jt *r"ictive than the conditions of the listing of the .""U*"ot ". appliance or the manufacturer's installation in- ;il;t;. ;";;;aitions of the usdng and the manufacturer's installatiou instrucdons shall apply' 24 or otner apPrevsu "r,o iisi *.liuou" u0- shall be susPended a minimum o joining grade.JUIuuE 6rquv. 305.8 Clearances to combustible construction' Heat'Produc- i,;'Jlqi,p'i"i;i;aapptiancesstralru"try{:t:3iit#lfii ng equipmenr and .pp'1T:::_:,li:' J#l'Ji,lirlTii.p.;E"a'.required clealances to combustlD;:"u'd;;--;]; racturer s. !s 1 3::: T::,:* # %i::?,, *t,*lt;:*"'l*,'m:*t'.""1*::i."J:""'"".:[Tl. ;;;:;;;;;;"11, onert,"ad p'ojeitions or.shelvins,and wti Oo*-!*ing. Oerices, such as door stops. or lim'Lts^ano cruN' sfraU not t"e usea to provide the required clearances' 2OO3 INTERNATIONAL FUEL GAS SENT BY;ENGPFODUCTS; ELECTRICAL JUNCTIOTI EOX PILOT VALVE FILQI REG RELIEF VALVT TEMP-PRES5 INOICATOR 3037770360; 1 1/2" IJOmml l6;X I r ,r)1, sooRcu 7T- I 13 1,/2" [394mm Lwco/FLow 5wficl.l i t,/z' ter- WATER OUTLFT MAIN GAs VALVES LOW GAS E o) (D 'r) E E (o {! (o lrAlN CAS REGIILATOR -TIt_ s5tb ao <t, I _J- _it I I I I I I I -tw$ It_- E l.to .E| <to\6 {o.?ET lla I rrr = la$ItrE, ,.llt tb I I II r)trFq<IIPF SWIICH t. 1/2" FPj MAIN GAS 'I TLMPERATURE SWrtcH 12" OO VENI CONNECTION 2 1 /2" t\tPr WATER 'NLFI. 14 1/A" Isssmml E N N F. 6 i/s" ft5ernml 25 5/8" [0stmmJ r ftrT qlf)F: :l NOTE: THE F-K THERMIFIC gOlLCR 15 CERTIFIED BY C'S'A' AS A ,.CATEGORY I APPLIANCE,, FOR INSTALLAIION WITH A TYPE B-VENT. P-K DOES NOT RECOMI,iTND THE LiSE OF SINGLE WALL VENTING' @ Patterson-Kell Hansco 11000-2 lu-!{ ey ocr.3.os Qrnou, P-K Thermific'Modcl N-2000-2 Lo-l-li-Lc: NoTfi M|NIMUM OVtRlltAD cLE RANCE: a+" lglomm] s 63/64" l,Rl BOILER C0NIR0L QpllQfrl (check box) PR0BE TYPE l_.W.c.0. QpJlQlil (ctrecr nox) C.S.A. CERTIFIED RATINGS AND CAPACITIES A.S.M.t. Section lV Desiqn Doio Pressure Relief Volve/Pressurelemperoture Go a6c =8F.i= =fa{ H!ez1=e3i 3c O.) I c} r o I ; 6'a s 2t->az rn !o 'o!< ;>zg }EP o> ll I .: 5 y<z ,oa ci = I I l3 tsg.o q fi+Fr'' X 3SZN u --l =c)Ioo A I o a C) ..'o s I o s I 6) 7J P Hq "9 I =o o :E NFg=>c 2= *= 3 iSFE.tro"E J ti', d8t3;;;; .i,ii4' m T { Fr mT- ttlo -1 ;i r =zttl t-1 F €qm @ -l,-.I rHzj-om^>zUHo 5<9Jli-Z 1- - l-lfi>x6c)Y-m=2 E U) o d: ? U' o o o om m oz |n E trt -t z m an 9 N:'--l _0 >a mata a9 + a< ^ Ymn <v F9- 3 ui? ;HdPA= B ix ! 6= = <ii 2 *qg =Hd =s,'n EB E FA 6E>gI ;<Y<;=tr\ ;6FP in> 6,>-lx; an gj -oQ a= <u'o< >::-r i6 5>)J< U'? z cI c mz m € =(/t m m-6 zIo m tno (/, m o -l-m m m i4 t-(, (h -{m ={ m A a :Eov-t avo =o t-oCr { 6za @C v -3 8 iFg c>!<o>1=nd>oiP = itl :3 oFE=>C:,;z z o2c,Hz r q8q6 ::: o -aUg d xi. 66 _' 3 :P9X ta(i-J6 = m @-T- 'fl a C)C = rocr -{oz E =qm U) -l,... - tBProm-^>z URo 5<9 4 ='-th-P-\ UHi< =c =a o d = o L = o 9 i 1 t-' z m 1 I tl -t Y i--=-- :-_:_+ - __. .\ Prafi:..iSiilnaii Ccl3,ir.]:tc't -- il, : J-:ar.j. :. r: .. i. ,L i, \, ar. CC E lil5/ a:0,.17a-5105 ;AX 9;'0 476 071t i,f.i'\:e oiiar-rrcir rieiIs c ilr,, MonrrRARcH rrEcrs October 3. 2005 Chris Gunion Stan Hahn Town of Vail Building Safety and Inspection Services Department of Community Development 75 South Frontage Road Vail, Co 81657 RE: Bldg. Permit # 805-0219 1325 Westhaven Drive Mr. Gunion & Mr. Hahn; We are resubmitting the drawings, dated September 16,2005, for the above referenced project for a building permit for all work except the following: As per f BC section 106.3.4.2,weare requesting a defened submittal for the following are requested: Decorative fireplace chimney shrouds Fire alarm system Fire sprinkler system We have retained a licensed Fire Proteciion systems, The FPE is: Deborah L. Shaner. P.E. Fire Protection Engineer Shaner Life Safety Frisco, CO 970.409.9082 Thank you for your attention to this matter. Engineer to design and review the Fire Alarm and Fire Protection (wSincerely, frlorterarchitecls.com FAIA Inspea {lr ccc ,lf , l r': ::, f t::i:'i : :r i L.:l .l',;: t.,::'; : t.:' l':t : :. r-.':l:1. i.:.i,: :_a I ili:a r'J i !,r; :ll i ft ::.:i,r'l) : tili :llilr tii7-t:i :Ii j.,1.,i,irjl tt ijl,'ir r.:.: :1:::1, ii:ri|i MonrEn&rucu ilT*{:r* October 3, 2005 Charlie Davis Department of Community Development 75 South Frontage Road Vail, Co B1657 RE: Bldg. Permit # 805-0219 1325 Westhaven Drive Dear Mr. Davis: I would like to address the major issues related to the plan review of this building as you related to Tony Faulhaber of Viele Construction in a phone conversation this morning. Please contact Tony or myself if this information is sufficient to release the Demo Permit. 1 Exterior Materials: We will revise all of the vertical wood siding to be cementitious vertical Hardi-ptank siding with board and battens by James-Hardi North America. Once this change is made, there will be no other wood siding material above 40 feet or 3 stories. I have discussed this issue with Chris Gunion and will revise the drawings to reflect this. lt is our intention to review the exterior fagade and possibly make additional changes after the permit is issued. We will then take all the changes back to the DRB for approval. 2 Easement: I am enclosing a copy of the recorded easement agreement between the owner of this and the adjacent property. This has been agreed upon and signed by both parties. lt has also been recorded with Eagle County. 3 Employee Housing Units: Planning & Zoning Commission and the Town Council approved this proiect with a requirement to provide 8 EHU off site. lt was decided that these units would be required prior to TCO. I have asked Matt Gennett to confirm this with you. I do not have a copy of the final language on that, but am working on finding a copy. It is my understanding that Mike McGee will be getting another package of information from our Fire Protection Engineer tomorrow which he has agreed to review over the next few weeks. He has informed her that he is sufficiently satisfied with the project to release it for demo. Please confirm this with him. I have left messages for Chad Salli of Public Works and am not sure if he has reviewed the resubmittal package at this time. We respectfully request for you to review these major issues and, if you deem them corrected, release a demo permit for this project. I will have revised drawings and additional information ready for a resubmittal by Wednesday morning. '., ' i , : : I i , : . , , ' a . r : a I r :I:,,,, ii i:i "l:. :l:..r: :: Bldg. Permit # 805-0219 1325 Westhaven Drive Please do not hesitate to call any of us for further questions or clarifications. Encl. Cc: C. Gunion T. Faulhaber 10/3/2005 Page2 iltilililllllllll llllllllHlilllillllllll llll llll *iffifl'*,u,. Easl€, CO 23 R 66.00 O O.O@Teak J Sinonton RECIPROCAL ACCtrSS, UTILITY AND DRAINAGE EASBMENT AGREEI\TENT ThiS RECIPROCAL ACCESS, UTILJIY AND DRAINAGE EASEMENT AGREEMENT (thiS .lAgreement") is ma<le and entered into this -)Clauy of September, 2005, by and between MIRUS LLC' u d"lu*ur. limited liability cornpany ("Mirus"), and CASCADE CLUB ASSOCIATION, a Colorado nonprofit corporation ("ea$.adg"). RECITALS A. Mirus owns that certain real property legally described on Exhibit A attached hereto and incorporated herein, which is located in the County of Eagle, State of Colorado (the "Mirus Prooerty"). B. Cascade is the goveming olvners association overseeing on behalf of its members that certain real property legaliy described on Exhibit B attached hereto and incorporated herein, which is located in the County of Eagle, State of Colorado (the "easeadg!rcpg4y"). C. The parties desire to grant to each other, and to accept from each other, certain access, utility and drainage elsements, as more fully described below, within that portion of the Mirus Property desciibed and depicted on Exh!b$-Q. attached hereto and incorporated herein, and within that portion of the Cascade propirty described and depicted on Exhibit D attached hereto and incorporated herein, which areas cOllectively comprise and are hereafter defined as the "Easement Area' NOW^ THEREFORE, In consideration of the Recitals and for other good and valuable consideration, the receipt and sufficiency of rvhich are hereby acknowledged, and subject to the terms and conditions hereof, the parties agree as follorvs: AGREEMENT L Access Easements: Driveway Construction and Maintenance. a. Grant of Easements. Mirus, as owner of the Mirus Property, hereby grants to Cascade a nonexclusive and perpetual easement for pedestrian and vehicular ingress and egress (but not for parkilg) and passage upon, across and over the drivervay iocated rvithin the Easement Area for the pr,rpor. oia pedistrian and vehicular ingress to and egress from the building improvements iocated on ihe'Cascade troperty. Cascade, as owner of the Cascade Property, hereby grants to Mirus a nonexclusive and perpetual eaiement for (i) occasional vehicular and pedestrian ingress and egress (but not for parking) and passage upon, across and over the drivervay located within the Easement Area (the "Driveway") for tt. pu.poi. of accessing or servicing utilities serving the Mirus Property, and (ii) general pedestrian ingtess and egress upon, across and over the Drivervay. b. Construction of Driveway. Mirus shall be responsible, at its sole cost and expense, for the initial construction of the Drivervay and associated landscaping and hardscaping, as more paiicularly set forth ir that certain Temporary Construction Easement Agreement between Mirus and Cascade of even date herelvith. c. Maintenance of Drivervay. Cascade shall be responsible, at its sole cost and expense, for all rnaiirtenance, repair, replacement and improvement of the Driveway and is hereby granted a nonexclusive and perpetual eisement on, over, under and across the Easement Area for the purposes of same. 2. Reciorocal Utility and Drainage Easement. The parties acknorvledge that certain utilities serving the Mirus Property and the Cascade Property are located within the Easement Area and each party \rq\sss\s'- TilEIR, TnIYERS e ?E810fl $ nG. 1000 SouS Fontags RoadWat Fluu E:\Clients\Wright\Cascade\Reciprocal Driveway Easement Fina['doc Sutte 2d! ta&S316 hereto hereby grants the other party and its successors and assigns a nonexclusive, PerPetual easement.on' upon, acros;a;d through the Easement Area for purposes of installing, using, constructing, maintaining' improving, repairing and replacing the (a) undeiground utility improvements,, structures and lines and reUtea faiititie, und i*p.ou"rnenti and ltj drainage systems, in each case together with a right of ingress and egress to and from the Easement Area anr! the use of such additional portions of the Mirus Property or Caicade Property, as applicable, as are necessary to pfoperly exercise such rights' To the extent that either Mirus or Ciscade iut into the Driveway o. othei*i." disrupt any improvements within- th-e Easement Area in connection with its rights as provided herein, such party shall (w) comply with all appti"aUt" governmental requirements with respect to such work, (x) provide reasonable notice to the oit ., p*,y-tr.reto of such 'maintenance, repai;, replacement or work and secure from such party its reasonable consent as to any planned utility intemrptions, (y) at all times maintain at least one vehicular traffic lane open within the Iirivervay, exiept for planned intemrptions of the use of the Driveway that have been cotrdinated in advance wiih, andieasonably approved as to timing and duration by, Cascade, and (z) restore the Easement Area and the surface of the -Driuervay to its condition existing immediately prioi io such work, including restoration of any landscape or other improvements to the condition previously existing prior to su-ch disturbance. Mirus shall rlimburse Cascade for the cost of having two :,flug-rn"n" on aut-y in the parking garage within the Cascade Property during such interruptions of use of the iriveway, in oider to pir-it uti of an otherwise one-way ingress ramp for egtess from the garage' 3. Covenants Running With the Land: Assignment: Permittees. The easements granted by this Agreement and the t.r.r, .onaitio*, restrictions and obligations contained herein shall run with the Mirus"Property and the Cascade Property in perpetuity and shall inure to the benefit of and be binding on the partiei hereto and their respeciive -su.i...otr in title and interest to the Mirus Property and the Cascade Property. Promptly afier the formation of any homeowner association or any similar entity formed in "onn""tion with development on the Mirus Property (the "Association") and the establishment of a condominium regime designaiing as Common Elements the land and the common area improvements within the Mirus Property (inctuOing, without limitation, the portion of the Easement Area within the Mirus Property), Mirus shali assign ihi, Agt".*"nt to the Association Pufsuant to which the Association shall accept und ugr.. to be biund by -the terms of this Agreement' Upon such assignment, the Association shall be substituted in all resiects instead of and to the exclusion of Mirus, and Mirus shall be released from any further obligations under this Agreement. Upon request, the parties aCrT t-o execute and deliver an instrumenr evidJncing the assignment of this Agreement to the Association and the release of Mirus as described herein. ThJ easements granted herein may be used and enjoyed by-Mirus and Cascade and their respective agents, employeis, contractors, and designees' and any other agents, contractors, subcontractors and -invitees acting by, through or under any of them (collectively, the "Permittees"). 4. No Dedication to Public. Nothing herein contained shall be deemed a gift or dedication of any portion of th" Eut.t ni{t.u to the general public or for public use or purPose whatsoever' 5. Indemnification. Cascade agrees to indemnify, defend and hold harmless Mirus, its owners, ug"ntr, 6ipl,oy..rgfr.ers and directors, and the Mirus Property (including, without limitation' claims made directiy by Mirus) from and against any and all claims, causes of action, costs, damages' "*p.n.., and liabiiirie; (incluiing, without limitation, reasonable legal fees) (altogether, "gbt!0s') arising from or related to use by C*ascade, the Cascade Permittees or by any person acting through or on behali of Cascade of any easement granted herein and arising out of (A) aly grossly negligent acts or omissions or intentional misconduct -on the part of Cascade or any Cascade Permittee, (B) any negligent act or omission on the part of Cascade or iny Cascade Permittee to the extent (and only to the extent) such Claim is covered by Cascade's liability insurance (or would have been. covered by the insurance required to be carried by'Cascade under Section 6 below) and (C) any mechanic's or materialmen's liens caused or permitted by Cascade in connection with the easements $anted herein or otherwise arising v under this Agreement, except (in each instance) to the extent such claim is caused by the rvillful misconduct or negligence of Mirus or the Mirus Permitees. Mirus agrees to indemnify, defend and hold harmless Cascade, its members, agents, employees, officers and directors, and the Cascade Property (including, without limitation, ciaiirs rnaae iitt.tty by Cascade) from and against any and all Claims a.ising fr'om or related to use by Mirus, the Mirus Pirminees 'rr bY any person acting through or on'behalf of Mirus of any easement granied herein and arising out of (A) any grossly negligent acts of omissions or intenrional misconduct ot itt" f*, of Ul.t o. uny -Mi*t Permittee, (B) any negligent act or omission on the part of Mirus or any Mirui Permittee to rhe extent (and only to the extent) such Claim is covered by Mirus' liability insurance (or would have been covered by the insurance required to be carried by Mirus under Section 6 below) and (C) any mechanic's or materialmen's liens caused or permitted by Mirus in connection with the "ur"-.ni, iru*ed herein or otherwise arising under this Agreement, except (in each instance) to the extent such Cla'im is caused by the willful misconduct or negligence of Cascade or any Cascade Permittee. 6. Insurance. At all times while this easement is in effect, Cascade and Mirus shall each carry and 1nuintuin in full force and effect, at its sole cost and expense, (A) with respect to the portion of the Easement Area within its respective Parcel, premises liability insurance coverage and (B) with respect to its use of the Driveway and tire Easement Area, commerciai gene.ral liability insurance coverage (the "Insurance"). With respect to each coverage, the Insurance sh;X (D provide single combined limit.of coverage in the amount customarily carriedly condominium owner associations with respect to similar p.op.ri", in Vail, Colorado, but in no .u.ni l.tt than $2,000,000 (which minimum amount shall be uaiust.a every five years to an amount at least equal $2,000,000 multiplied by the cumulative increase in the Consumer price lndex - All Urban Consumers that has occurred since the date of this Agreement), (ii) shall name the other party hereto as an additional named insured to the extent of claims based on such o,h.. pu.,y', orvnership of th" f." interest in the property comprising the Easement Area and (iii) shall be issuedUy an insurer oi insurers authorized to issue *u.h inru*n"" in the State of Colorado and having a n.rt'. *ting of A-VII or better. Upon request, each party hereto shall provide the other with an ACORDrrur certificate evidencing that iolices lroviding the Insurance reguired of such party is currently in force. '1 . Limitation of Liability. a. Cascade and the Cascade Permittees shall enter upon and use the Easement Area under this Agreement at their sole risk. Mirus makes no representations or warranties of any kind whatsoever rJgarding the Easement Area or the quality, quantity, sllitability or fitness of the Easement Area for any IntendJd use, and Mirus shall incui no l,oss, "ort,' liability or damage in connection with Cascade,s or the Cascade Permittees' entry upon the Easement Area under this Agreement. Cascade shall be solely responsible for the health and safety of all of the Cascade Permittees who enter upon the Easement Area, as rvell as for damage to any property of Cascade or any of the- Cascade Permittees while located on the Easement Area. Afcordi"gfy, t6 th; fullest extent permitted by law, Cascade hereby releases, acquits and for"ue. discharges Mirus and its directors, shareholders, members, employees and ug"nts fio'.,-, und against any and all lJsses, costs, claims, liabilities including, without limitation, injury to or death of any person o, pl..on, or damage to or destruction of any Property, arising out of Cascadet^or the Cascade permirrees" use of the Eaiement Area under this Agreement, except for the willful misconduct or negligence of Mirus or the Mirus Permittees' b. Illirus and the Mirus Permittees shall enter upon and use the Easement Area under this Agreement at their sole risk. Cascade makes no representations or warranties ofany kind whatsoever regarding the Easement nr"u o, the guality, quantity, iuitability or fitness of the Easement Arca for any intended use, and Cascade shall incui no loss, cost, liability oi damage in.connection with lvlirus or the Mirus Permittees' entry upon the Easement Area under this Agreemeni' N{irus shall be solely responsible for the health and safety of all of the Mirus Permittees who enter upon the Easement Area, as well as for damage to any propeny of Mirus or the Mirus Permittees while located on the Easement Area. Accoidingly, tn rh" futlest extent permitted by law, Mirus hereby releases, acquits and forever discharges Cascade ind its directors, officeri, shareholders, members, employees and agents from and against any and all losses, costs, claims, liabilities including, without lirnitation, injury tq or death of any person or persons or damage to or destruction of any Property' arising out of Mirus's or the Mirus Permittees' use of th. Eur"n1.nt Area under this Agreemini, except for the willful misconduct or negligence of Cascade or the Cascade Permittees. c. Each party hereby waives, and releases the other party and such other party's directors, officers, managers, .onitituent partners, members, shareholders, employees and agents from, any and all Claims for injury or damage to persons or property resulting from the use of the Easement Area by the released parti a;d such Party's Fermittees, except to the extent such Claims are covered by the released party's indemnification covenants under Section 5 above. 8. Remedies. In the event either party shall fail to comply with any of the provisions of this Agreement, the other party shall have full powei and authority to enforce compliance with this Agreement in uriy -unn". provided ior by law or in equity, including but not limited to (a) an action for damages, and/or (b) an action foi injunctive reh'ef, whether to enjoin any violation or to specificatly enforce the provisions of this Agreement. The prevailing party (as determined by the court) in any action undertaken to enforce or interpret arr-y provision of tlis agreemenishall recover from the other party reasonable attorneys' fees and costs. 9. Miscellaneous. a. Modification. No provision or term of this Agreement may be amended, modified, revoked, supplemented, ,uuiu"d, o. otherwise changed except by a written instrument duly executed by the parties hereto. b. Entire Agreement. This Agreement constitutes and incorporates tbe entire agleement among the parties trereto conceming the subject matter of this Agreement and supersedes any prior agreements conceming the subject matter hereof. c. Severability. No determination by any court, governmental body or otherwise that any provision of this Agreement oi any amendment hereof is invalid or unenforceable in any instance shall affeci the validity or inforceability of (a) any other provision thereof, or (b) such provision in any circumstance not controlled by such determination. Each such provision shall be valid and enforceable to the fullest extent allowed by, andihall be construed wherever possible as being consistent with, applicable law. d. Third-Partv Beneficianes. The agreements contained herein are solely for the benefit of the parties hereto and, except for the Association as specifically described herein, and except as provided in Sections 5 andTc above, no other person or entity shall be a third Party beneficiary thereof. e. Governins Larv. This Agreement shall be govemed by and construed in accordance with the laws of the State of Colorado. f. Arilhorization. Each party is authorized and empowered to execute this Agreement and all necessary corporate or partnership action has been taken to authorize execution of this Agreement. g. Counterparts. This Agreement may be executed in counterparts, each of.which shall be deemed to consdnrte un *igi*t; p.ovided,lowever, that this Agreement will not become binding upon any party unless and until executed (whether or not in counterpart) by ali the parties. h. Recordine. This Agreement shall be recorded with the Clerk and Recorder for the County of Eagle, State of Colorado. [remainder of page intentionally left blank] DATED the day and year first above written. STATEOFCOLORADO CASCADE CLUB ASSOCIATION, a Colorado nonprofit corPoration By: Name: Title: MIRUS LLC, a Delaware limited liability company By: W.N. Management, [nc., a Colorado corporation Its: Manager By: Name: Title: lbefore me this 8 day of &&.'',kR=-,20a5 of CASCADE CLUB ASSOCTATION, a Colorado by ) ss. coLrNTY OFE ffi&arylLry instrument the (SEAL) COUNTY OF EAGLE The foregoing instrument was acknowledged before me this day of --, 2005, the of W.N. Management,lnc., a Colorado corPoration, the Manaser of MIRUS LLC, a Delaware limited liability company. Witness my hand and official seal. My commission expires: 30240323W-4 (SEAL) 7D8nw5 o DATED the day and year first above writtec STATEOFCOLORADO COUNTYOFEAGLE CASC^AJ)E CLI'B ASSOCIATION, a Colorado nonprofit corporation' By: Name: Title: MIRUS LLC, a Delaware limited liability compaoy By W.N. Management, Inc., a Colorado corporation tts: Manager By: Name: Title: ) ) ss. ) The foregoing inshument was aclnowledged before me this day of ___,2005, by ' the ofCASCADE CLUB ASSOCIATION, a Colorado aonprofit corporation. Witness mv hand and ofticial seal, My commission expires: (sEAr) STATB OF COLORADO COUNTYOFEAGLE the Manager of MIRU$LLC, a Delaware limited liability compauy. ) ) ss. ) Witness my hand and official peal, My comm iision .*pites: rS\S\SS The foregoing i$trument was acknoqfedged before me this$ day of\:gsN2005, UySsSd\SS\\N" \.q-s\NsS\ of W.N. Management, Inc., a Coloradh\orporation' 302{0323\Y4 (SEAL) 7n8t2005 +._=:=::- - EXHIBITA TO RECIPROCAL EASEMENT AGREEMENT Mirus Proterty ' Westhaven Parcel, more particularly described as follows: A part of the southwest /e Northeast %, section 12, Township 5 South, Rangg 81 West of the 6' principal meridian, County of Eagle, State of Colorado. Being more particularly described as follows: Beginning at an angle point on the southerly right-of-way line of lnterstatg fllShwaf No' 7O' whence an iron pi"-*ltr"pturti. cai marking the cenrer ofsaii Section 12 bears South 04 degrees 06 minutes 1l seconds West 594.72 feet distant; thence the following two courses along said southerly right-of-way line:(l) North 41 degrees 3l minutes 56 seconds East 204.00 feet (2) North 52 degrees 50 minutes 29 seconds East 150'00 feet Thence South 37 degrees 09 minutes 31 seconds East 126.96 feet; thence South 56 degrees 48 minutes 45 seconds West 125.15 feet; thence South 120.47 feet along the arc of a curye to the left having a radius of 143.20 feet, a central angle of 48 degrees 12 minutes 05 seconds, and a chord which bears South 32 degrees 42 minutes 43 seconds West 116.95 ieet; thence North 81 degrees 23 minutes 19 seconds West 165'42 feet to the point of beginning, County of Eagle, State of Colorado, rvhich has the physical address in Eagle County, Colorado, of 1325 Westhaven Drive, Vail, Colorado 81657' 30240323W-4 7t2812005 EXHIBITB TO RECIPROCAL EASEMENT AGREEMENT Cascade Propegt Cascade Club Condominiums, according to the Condominium Map for Cascade club condominiums recorded on June 23,1987 in Book 464 atPage 887 in the public records ofEagle County, Colorado' 30240323W-4 '1t28l2ws o EXHIBITC TO RECIPROCAL EASEMENT AGREEMENT Depiction cf Easement Area Within Mirus Propert]' See Attached 30240323W4 7 t28t2005 MIIBIT C I EXHIBITD TO RECIPROCAL EASEMENT AGR EEMENT Depictio-n of Easement Area Wi See Attached 30240323W-4 7 Evzcfs Depattmeft of Anmunry DetQlopment Building gfety and Inspedion kruires 75 South Frcntage Road Vail, Colondo 81657 970479-2138 FAX 970479-2452 wwwvailgov.com Seond Check Second check plan review comments are shown below original comment in bold iblie. All other comments have been resolved with the revised plan submittal BUILDING SAFETY AND INSPECTION SERVICES PIAN REVIEW COMMENTS: @rffrew ffispy FAX/Email#: tonv@vieleconstruction.com lmayer@morterarchitects.com TO: NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCYGROUP: TYPE OF CONSTRUCTIONT NUMBER OF STORIES: BUILDING AREA: Contractor/Aoolicant lL Viele Construction Tony Faulhaber Architect Morter Architects t11[- ol to proj#0310 4 Building Safety and Inspection Seruices 09/29/200s 805-0219 MiruS LLC 1325 Westhaven Drive R-2/S-2 II-B/I-B 5 54,345 s.f. The documents submitted for this project have been reviewed for compliance with the 2003 International Building Code, 2003 International Residential Code, 2003 International Mechanical Code, 2003International FuelGas Code, 2003International Plumbing Code, 2003 International Energy Conseruation Code and 2002 National Electrical Code as modified and adopted by the Town of Vail. The following ammenB will nd b be aMtsd pnbr b issuane of a building pmtit: For processing:o Please submit four comolete seb of revised construction documents containino the reouested information with all olan revision items clouded or otherwise identified. o Please respond in writinq 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 olans examiner with the building oermit apolication number noted. o Please be sure to include on the resubmittal the enqineer's or architect's "wet" stamo, sighature, reqistration number and date on the cover page of anv structural calculations, all structural details and structural sheets of the olans. For commercial or multi-famiV oroiects all sheets of the olans must be stamped. Please coordinate plan resubmittal with Town of Vail Public Work Comments and Vail Fire and Emergenry seruice comments so all department comments are addressed on the revised plan sets.Plae wtdinaE with any ourer ou8bnding @mmenE as nded, Architectu ra I Comments: Provide individual 2 hour shaft enclosures for the fireplace chimneys per IBC 707. Fireplace chimneys cannot be provided with a smoke/fire damper at each opening into the shaft therefore shafts are required for each chimney. fndude wall onstruction detail for the 2 hour shafr walls. No wall typ is rcfercned on the plans. 6n Revise exterior elevations and exterior finish materials to show compliance with IBC 1405.4. Fire )f treated wood is reguired above the 3d story. Non-combustible trim and siding is required above per -tfr- t4O6.2.2. Also coordinate with exterior finish ceiling plans and deck and overhangs. , \r' Det6 and overhang arcas dppear to have been changd b fPE wood, Vertial watt siding is s:fr:ll shown as firc t eaM wd siding, Rupone indicates fite sprinklerc will be usd on veftical wall surfaes, This is not a de allowed alErnative to ptoviding non- ambastible materlals, ft is unclear how frre sprtnHerc would fttncttbn on a verti@l exfurior wall, Fhe sprinklerc are tquird atdeks and overhangs per NFPA 73 and VFES sbndards, Thtis dos not eliminaE the ,equirement for non-@mbustible siding mahrial,Pla* aordinaE nespnae wiilr VFES ommenE and Duign Reuiew Board tquircmenB. Include complete specification and manufacture/s listing for the proposed sidelight windows at the unit entry doors from the corridors. Glazing may no exceed 25o/o of the common wall area between the unit entries and the corridor unless tested as part of the door assembly. IBC 715.4.7.2 and 715.3.3 fnclude flte manufacfitrcls listing showing the sidelight windows have ben tesd as part of the door assembly, ff the sidelight was not Ertd with the dor asrembly, the 25qo rquirementapplies, -$0.*$/t. /-\ / (3/ Include a complete door hardware schedule corresponding to the hardware seb indicated on the door schedule. Door hardware schedule must indicate compliance with IBC 1008.1.8,5, 1008.1.8.7, 1008.1.8. Dnr hatdwarc shdule in the spifications manual is inampleE. Verification of complianae with 7008,1.8,5 auld not be defurmined with the information povided. 40 Include complete firestopping details for all piping, conduit and similar penetrations per IBC 712. Include the UL or other listing for each type of penetration in each type of assembly. Complete fttesbpplng details arc not ptovidd on the plans as indiahd, UL or other frrc rcsistive listings for ach type of penetntion als were not indudd in the plan rcsubmitbl ff this information is not ayailable as dtls time, plea* include on the defend submiltal list, 43 Provide two exits from the electrical room with panic hardware per NEC. Refer to electrical comment #131. The second exit must be separated by a minimum of 1/3 the overall diagonal and will need to be located where exit path is not obstructed by the vehicle parking space. Revld plans do not nfr'sfy NEC tquircmenE, Pleae oordinaE wiilr el*trial comment#137 51 Provide an exit path from the north ease stairway discharge to the public way contained on the Westhaven Condos propefi. The exit path discharges onto the driveway of the Cascade building. This is not a public way. IBC 1023.6 Plase ompleE the shefs of the earement agrement with a depiction of Hre a*ment arcas clady shown. Exhibit C and D werc not omplew on tlte earement agrcement Compliane ould not be verifred with infotmation provided, Pla* aln prcvide a signd and rcarded apy of the doanment The Town of VaiI attorney will als nd b rcview this agrcenent on@ a @mpleEd vercion is submitEd, 52 Amend plans where mailboxes. furniture and other uses are shown in the 2 hour exit passageway from the stairway exit enclosure discharge. Exit passageways may not be used any purpose other than means of egress. IBC 1020 Plan sheE show famiturc in the exit pasegeway, Reui* plans, PIae als cntdinaE inhnbr wall and eiling finish in this atu. e{lew debils show UDF wal! oyertngs in the exit pasageway, tnctVde f,amupead ratings for att ptopo&V'Fnes u shoiy class I materials. 55 Revise wood timber fireplace hearth details at fireplaces to comply with the Isokern fireplace manufacturer's listinE. The size of the sfrne on the timber heaftlr details do not omply with the fircplae manufucturefs rquircmenE Referto page 29 of the Exclaim 42 manual, 2o"dep non- ambustible heatdt must exfund 72" on either side of the fircbox, 56 Revise all flreplace hearth sizes to comply with the Isokern fireplace manufacturer's listing. Refer to page 29 of the Exclaim 42 manual. 20" dep non-ombustible hearilt must exhnd 72" on either side of tlte ftrebox, Revis debils amdingly. Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces i., except where such shrouds are listed and labeled for use with the specific factory built fireplace"' system and installed in accordance with the manufacturer's installation instructions. IMC 805.6 ) RequesH information has not been twivd, \ 66 Include door hardware schedule for all exit doors to show compliance with IBC 1008.1.8.5 Dnr hardwarc *hedule in the spifrcations manual is inampl&, Vertftafron of ampliane with 7008.7,8,5 could not be deturmitd with the informafr'on ptouidd, Include a complete list of all deffered submittal items per IBC 106.3.4.2 A list of detrered submittal items was not includd wiilt the rcsubmitEl package. Mechanical Comments: 126 Amend garage level mechanical plans and boiler piping diagram to show all equipment and appliances having an ignition source to be 18" above the floor IFGC 305.3 Sheet M6,2 diagram shows biles on a 4" anoeE pad, Electrical comments: Drawinq E2.0: 131 The electrical room requires (2) exits as the switchboard: exceeds 1200 amps, is over 6 Ll2ftin length, and does not have an unobstructed exit as required per NEC 110.26( C Xb). Twi@ the worklng spe rquhd by NEC 110,26(A)(1) must be prcuided per ilEC 710,26 (C) (b) b allow a single exit and entane, This has not heen prcvidd on dre reuisd drawings, Drawinq E4.1: 140 Short Circuit Summary: Correct Node F1 to show (7) parallel conduit runs per the one-line and recalculate. This has not ben onecH on the drawing, 148 The EGC's from the 600/3 seruice entrance to the ATS and Panel EM are too small per NEC 250.L22.F.L. This has not ben corffi on the dnwing. The anectsize fora fiOoamp federis #7awg CU, Additionat amment fiom rcYid ptans: Emetgency generabr feeder: Thete arc fivo ditrercnt Her stZes shown for ffie generator feder on the one-line, The one wiilr the gtound onductor is aotred; era* the othen Prcuide P,E shmp and slgnafrtrc on all sheB of the elxtt'al drawings. Revid dnwings werc not sbm@ or signd, Please refer to the cover sheet for infomation on r€submittlng plans. In order to ayoid delays in issuance of the building permrt, please cfteck all rcquested information is included with the resubmitted plans. Chris Gunion I.C.C. Plans Examiner Town of Vail Building Safety and Inspection Services 970.479.2369 cAunion@vailgov.com Stan Hahn Town of Vail Building Safety and Inspection Seruices 970.+79.2147 Shahn@vailgov.com F:\cdev\CHRIS\PERMIT.COMMENTS\805{219.DOC \ P ,le5:.n.rl Cr rc.ratrJl .l/l N.F,c r_rjr... ., .:.. .C VaiL. CO 81657 970; ,1/'j,5105 iAX g70r .17i 0710 l,iAG) r'orterar.h ie{ils.coill September 20, 2005 Chris Gunion Stan Hahn Town of Vail Building Safety and Inspection Services Department of Community Development 75 South Frontage Road Vail, Co 81657 RE: Bldg. Permit # 805-0219 1325 Westhaven Drive MonTeRARCH rrEcrs Town of Vail OFFffiS OOPY Bos - ozll Dear Mr. Gunion & Mr. Hahn; This letter is in response to your plan review comments dated 09lO2lOS, the VFES comments dated September 1, 2005 and the TOV Public Works comments dated September 7,2005. Below are responses to each of your comments as prepared by our entire design team. We have added bubbles on the sheets that relate to the TOV comments. Attached are the following: Copies of relevant UL wall and floor assemblies Spec sheet for lpe' wood Easement agreement with owner of adjacent property Clearance requirements for the specified fireplace Specification sheets for fireplace & cooktop FPE letter in response to VFES comments We are also submitting this letter with the following separate items : 4 sets revised drawing sets dated 9116105 4 sets Project Manual 1 set 2003 IECC Envelope Compliance Certificate 1 set Structural calculations1 Special inspection letter1 Deferred submittal letter 1 Please coordinate plan resubmittal with Town of Vail Public Works Comments and Vail Fire and Emergency service comments so all department comments are addressed on the revised plan sets. See attached response letters to VFES and Public Works comments, Architectural Comments:2 Provide individual 2 hour shaft enclosures for the fireplace chimneys per IBC 707. Fireplace chimneys cannot be provided with a smokelfire damper at each opening into the shaft therefore shafts are required for each chimney. Individual shafts enclosures are currently shown on all plans for the East units (3 BR). See sheets A8.8.0 & A8.8.1. We have added 2 hour rated shaft wall at the rear of lhe fireboxes in all the West units (4 & 8 BR units) and are considering the flues to be outside of the exterior envelope of the building. Therefore, we are not providing individual shaft between the flues. See sheets A8.9. A8.8.10 & A8.8.11. ,^,lorterarchite.its.com l'44 resoonse ll .(loc Bldg. Permit # 805-0219 912112005 1325 Westhaven Drive Page? 3 Provide a parapet at the exterior east wall of building A where located within 10' of the property line, or provide construction complying with one of the exceptions in section 704.1'l . No parapet is required in this location as per exception #3 and as noted on sheet A-2.5.4 Elevator shaft openings into corridors require doors with smoke rated listing per IBC 715.3.3. Revise plans to provide the additional door. Each elevator door has a smoke-containment system in conjunction yyith fire rated doors, This product is the Smoke Guard 600 which complies with UL 1784 as required in IBC 715.3.3. See the door schedules on all plan sheets and also, A€.12, A- 8.13, A.8.14.5 Provide complete construction details or copies of all UL, IBC or other fire resistive assembly listings for each fire resistive assembly used in the building on lhe plans. Include all fastening and attachment requirements for assemblies per the assembly listing. See revised details on sheets A-6,1 & A-6.2 as well as copies of all related UL assemblies attached to this letter.6 Provide complete STC rating for all walls and floors between dwelling units and between dwelling units and corridor or stairway spaces. A minimum STC of 50 is required. IBC 1207. Minimum STC ratings have been met or exceeded. See revised details on sheets A-6.1 & 4-6.2.7 Label door P12A on sheet A2.0. 90 minute rating is required. See sheet for compliance with this comment.B Label door into stairway 160 on sheet A2. 1 . 90 minute rating is required. See sheet for compliance with this comment.9 Provide 90 minute door at door 163,4. There are window openings into the building within 10'of the exterior stairuay door. IBC 1019.1.4 See sheet for compliance with this comment.10 Specify all wall types on stairuay 160 on sheetA2.1. See sheet for compliance with this comment.11 Revise exterior elevations and exterior finish materials to show compliance with IBG 1405.4. Fire treated wood is required above the 3rd story. Non-combustible trim and siding is required above per 1406.2.2. Also coordinate with exterior finish ceiling plans and decks and overhangs. All wood siding and trim on the exterior shall be fire-treated and the drawings have been revised to clearly note this. See sheets A.3.1 & A3.2. The roof and fascia are metal. The exterior wood soffits and balconies will be constructed with lpe' which is a naturally fire- retardant wood with an NFPA Class A rating. We will also provide some dry, sidewall sprinklers in locations above 35 feet and where there are gas grill locations. See item #10 in our FPE response letter to the VFES comments. The sprinkler design will be a deferred submittal.12 Amend wall type at master bedroom 105 to indicate t hour wall construction where W1 is referenced. Sheet A-2.1 0 See sheet for compliance with this comment.13 Include 2 hour wall type tag on wall adjacent to stairway enclosure on A2.13 unit 8102 plan. This wall type does not appear on sheet A2.1 See sheet for compliance with this comment.14 Include 2 hour wall type tag on sheet A2.11 at master bedroom 134 wall adjacent to fireplace chimney shaft- See sheet for compliance with this comment.15 Include comolete too of wall construction details for all 1 and 2 hour fire rated walls that continue to concrete deck floor/ceiling or roof/ceiling. Show how fire rating will be maintained at metal pan decking. Notes on Sheet 46.1 do not indicate how fire rating will be accomplished. See Detail 14/A-6.5 & speciflcation section 07840.16 Clearly detail top of wall condition at the stairway and elevator shaft termination per IBC 707.5. Coordinate any beam pockets with structural plans. See Detail 15/4-6.5 & specification section 07840.17 Show 2 hour shaft wall at unit 8101 plan, sheet 42.12 where wall type W18 is shown at corridor area- See sheet for compliance with this comment.18 Label door at entrance to stairway 219. 90 minute rating is required. Sheet A2.2 See sheet for compliance with this comment.19 Label door at entrance to stairway 356. 90 minute rating is required. Sheet A2.3 See sheet for compliance with this comment. Bldg. Permit # Bo5-0219 912112005 1325 Westhaven Drive Page 3 20 Include a complete door schedule on sheet A2.3 for all doors on this level. See sheet for compliance with this comment.21 Revise sheet A2.21 to show 2 hour shaft walls at the mechanical shaft adjacent to entry 331. This is a mechanical space for the adjacent bathroom. lt is not a shaft and does not communicate between floors.22 Revise Sheet A2.1 (M.21) to show 2 hour wall at the stairway wall adjacent to mudroom 355. Seo sheet for compliance with this comment.23 Show 2 hour wall type on all sides of entrance alcove to stairway 419, 442 and elevator on sheet A2.4 See sheet A2.4 for compliance with this comment. (note: the rooms have been renumbered on this level. Label door into stairway 41 9. Sheet A2.4. 90 minute rating is required. See sheet for compliance with this comment. Amend sheet M.22 to show 2 hour wall type at mechanical shaft. See sheet for compliance with this comment. Provide 2 hour floor/ceiling at stairway 357 ceiling where 2 hour stairway enclosure walls terminate at the floor/ceiling. The stair shaft is not continuous above at level 4. See clarification on sheets A-1.8 & A-4.1 Provide a 2 hour shaft at the boiler vent chase from mechanical room P05 in units A102, M02, A302 through to the roof. Show all 2 hour shaft wall types on the plans. See all plan sheets for compliance with this comment. The exterior walls are not rated as per IBC 707.6. Provide a 2 hour shaft at the elevator relief duct at fourth floor of building B where the duct leaves the 2 hour elevator shaft and is routed through the attic area. Coordinate with Sheet M2.4. See clarification note on sheet 4.4.1 Goordinate location of 2 hour rated stairway shaft and outside air intake duct for building B on sheet M2.4 Ducts may not penetrate the 2 hour stairway exit enclosure. The ducts at the top level of building B do not penetrate the 2 hour rated exit enclosure. The extent of the exit enclosure on this floor varies trom the floor below. See sheet A-2.22 &2144.1 tor clarification. Minimum separation of exit doors into exit stairway enclosures at levels 1-3 in Building B and Building A is 38'(1/3 overall diagonal of the builcling.) plans show 34'. Revise plans. IBC 1O14.2.1 The plans have been revised to show a 1-hour fire-resistive rated corridor between the exit stairways. As per exception #1 of section 1014.2.1, the separation distance can be measured "along the shortest direct line of travel within the corridor" See sheet Al .8 for a diagram showing that this distance is greater than 1/3 the maximum overall diagonal dimension of the building' Include complete construction details and fire resistive assembly information for the 2 hour columns in the parking garage. Columns must also be protected from vehicle damage per IBC 714.4. See Detail 17tA-6.2 Provide 90 minute doors at P23A and P08A. Elevator equipment rooms require the same rating as the elevator shaft. IBC 3006.4 See sheet A-2.0 for compliance with this comment. Include fire resistive hourly rating on the wall assembly detail for all concrete and CMU wall types where required to be 1 or 2 hour rated. See revised details on sheets A-6.1 & A-6.2 as well copies of all related UL assemblies attached to this letter. Sidelight windows into the 2 hour exit passageway are not permitted at the garage levels. Openings are limited to those necessary for egress only. IBC 1020.4. These sidelights have been deleted from the project. Include complete specification and manufacturer's listing for the doors from the elevator lobby into the exit passageway. Fire doors with glass exceeding 100 square inches into the exit passageway must comply with NFPA 252. (lBC 715.3.4) See Door schedule on sheet A-2.0 and section 08810 in the Project Specification manual. 24 25 26 27 28 29 30 a1 32 33 34 35 Bldg. Permit # 805-0219 1325 Westhaven Drive 9t21t2005 Page 4 39 40 36 Include complete specification and manufacturer's listing for the proposed sidelight windows at the unit entry doors from the corridors. Glazing may no exceed 25% of the common wall area between the unit entries and the corridor unless tested as part of the door assembly. IBC 715.4.7.2 and 7'15.3.3 There are no sidelights at the unit entry doors. There are fixed wood panels adiacent to the unit entry doors.37 lnclude specification and manufacturer's listing for all 20 minute unit entry doors to comply with fire resistive listing as indicated in section 715.3.3 See section 08110 & 08211 in the Proiect Specification manual. 38 Include a complete door hardware schedule corresponding to the hardware sets indicated on the door schedule. Door hardware schedule must indicate compliance with IBC 1008.1.8.5, 1008.1.8.7, 1008.1.8. See section 08711 in the Project Specification manual' Amend all building cross-sections to clearly reference the % hour rated floor/ceiling assembly at all dwelling unit separations. See sheets A4.0 thru A4.2 for compliance with this comment. fnclude complete firestopping details for all piping, conduit and similar penetrations per lBC712. Include the UL or other listing for each type of penetration in each type of assembly. See details 141A6.2 & 151A6.2 and specification section 07840. Amend all stairuay handrail extension details to comply with ANSI 117.1 1998 section 505.10. Top extension is 12", bottom extensions are the tread width plus 12" horizontal. Sheet A7.1 shows conflicting dimensions. See notes on sheets A-5.1 thru A-5.4 & sheet A-8.12 for compliance with this comment. Revise stairway widths to a minimum of 44" where serving more than 50 occupants. IBC 1009.1 See notes and dimensions on sheets A-5.1 thru A-5.4 & sheet A-8.12 for compliance with this comment. Provide two exits from the electrical room with panic hardware per NEC. Refer to electrical comment #?. The second exit must be separated by a minimum of 1/3 the overall diagonal and will need to be located where exit path is not obstructed by the vehicle parking space. The electrical room has been relocated to the north so the double doors are located directly in front of the electrical switchboard equipment. Refer to engineer's response to Electrical comment #1. Panic hardware is designated for these doors on the door schedule on sheet A2.0 and in section 08711 of the project specification book. Revise stairway tread heights on the exterior stairuay from building B. 7" is the maximum riser height. Sheet A5.3. See note on sheet A-5.3 for compliance with this comment. Revise handrail and guardrail details on the exterior stairway from building B. Minimum guard height is 42". A separate handrails with extensions per ANSI 117.1 1998 are required on either side of the stairway. See sheet A-5.3 for compliance with this comment, Revise notes regarding roof hatch size to indicate a minimum of 16 s.f. IBC 1009.12 See sheets A-2.5 & A-5.0 thru A-5.4 for compliance with this comment. lnclude stairwaylhandrail details for the stairway from south stairway P1 1 to east lobby P10. See sheet A-8.12 for compliance with this comment. Include complete stairway/handrail details for the exterior stairway adjacent to the site wall on the north side of building A. See detail 15/A-6.2 & sheet A-2.1 for compliance with this comment. All exit doors from the parking garage must swing in the direction of exit travel. Revise doors P10B and P19B. IBC 1008.1 See sheet A-2.0. These doors have been revised to swing in the direction of travel. Revise plans to provide a complying exit discharge pathway from the north stairway of building B to the public way. The paved drainage pan does not meet sidewalk or landing slopes and does not continue to the public way on the west side of the building. IBC 1023. See revised drain pan design on civil drawings. This walkway from the rear of Building B to the rear of Building A will be snowmelted to maintain a "discernible route". 41 42 43 45 40 47 48 4S 50 Bldg. Permit # 805-0219 912112005 1325 Westhaven Drive Page 5 51 Provide an exit path from the north east stairway discharge to the public way contained on the Westhaven Condos property, The exit path discharges onto the driveway of the Cascade building. This is not a public way. IBC I 023.6 The Owner of this property has entered into an easement agreement with the adjacent property owner for seryice, egress and maintenance access on the adjacent driveway. See note on sheet A/1.8 & copy of attached tetter. This easement is currently being recorded with Eagle Gounty.52 Amend plans where mailboxes, furniture and other uses are shown in the 2 hour exit passageway from the stairway exit enclosure discharge. Exit passageways may not be used any purpose other than means of egress. IBC 1020 The mailboxes, etc have been removed from the exit passageway, 53 Complete all detail references for enlarged section details on the building cross section sheets where details are marked with J-. The missing detail designations have been filled in. 54 Provide complete specifications and model numbers of the lsokern fireplaces proposed. Include chimney venting system proposed, gas log set proposed and documentation for maximum allowable heights of the fireplace chimneys. The fireplace has been revised to be Heat-N-Glo "Exclaim 42" model. See specification section 10300. The flue and shroud designs have been forwarded to the manufacturer for their review. We will submit this as soon as possible. 55 Revise wood timber fireplace hearth details at fireplaces to comply with the lsokern flreplace manufacturer's listing. See attached framing and clearance requirements for the Exclaim 42 fireplace. The wood hearth is covered with a non.combustible stone inlay within the clearance area required by the manufacturer. See sheet A-8.10. 56 Revise all fireplace hearth sizes to comply with the lsokern fireplace manufacturer's listing. See attached framing and clearance requirements for the Exclaim 42 fireplace. 57 Decorative shrouds shall not be installed at the termination of chimneys for factory-built fireplaces except where such shrouds are listed and labeled for use with the specific factory built fireplace system and installed in accordance with the manufacturer's installation instructions. IMC 805.6 The flue and shroud designs have been forwarded to the manufacturer for their review. We will submit this as soon as possible. 58 Oampers are not permitted in the fireplace flues when gas log set is installed. Revise fireplace details. Damper notes have been removed from sheets A-8.8 thru A-8.12. 59 Provide specifications for wood species and the flamespread rating of the wood ceiling finish proposed. IBC Ch L See specification section 06402 for compliance with this comment. 60 Include specifications with smoke and flamespread ratings for all types of proposed insulation. IBC 719 and 2603. See specification section 07210 for compliance with this comment. 61 Revise construction detail for the wood ceiling finish to comply with IBC 803.4. Gypsum board or other non-combustible backing is required. See details 1,2,& 3/A-8.16 & specification section 06402 for compliance with this comment, 62 Provide 42" high guardrails at the landscape plaza arca where adjacent grade is over 30" below the finish grade level of the plaza. All parapets around landscaped plaza where grade is over 30" have been revised to be 42" above grade. Where grade change is less than 30", no guardrails have been provided, 63 lnclude plans for stairway signage per IBC 1019.1.7 See sheet A-5.0 thru A-5.4 for compliance with this comment.64 Provide a barrier at the North stairway 154 landing at lhe level of exit discharge per IBC 1019.1.6 See sheet A-5.3 for compliance with this comment.65 Revise landing elevations at doors 163A and 1548 to comply with IBC 1008.1.4. See sheet A-2.1, A- 5.1 & A-5.3 for compliance with this comment.66 Include door hardware schedule for all exit doors to show compliance with IBC '1008.1.8.5 See specification section 08711 for compliance with this comment. Bldg. Permit # 805-0219 912112005 1325 Westhaven Drive Page 6 67 Provide handrails at the stairs to the trash room per IBC 1009.11 See sheet A-2.0 & A-5.2 for compliance with this comment. 68 Specify rise and run and handrails for the stairway in unit 8302. IBC 1009 See sheet A-8.7 for compliance with this comment.69 Provide details for t hour construction for storage area 341 under stairs in unit 8302. IBC 1019.1.5 See sheet A-2.21 for compliance with this comment.70 Specify signage at each elevator call station indicating information per IBC 3002.3 See plan notes on each plan sheet.71 Specify accessible means of egress signage per IBC 1007.7 See plan notes on each plan sheet, 72 Specify all door thresholds on accessible routes to comply with ANSI 1 1 7.1 1998 section 303 See plan notes on each plan sheet. 73 Provide signage per IBC 1110 at the accessible building entrance, accessible passenger loading area, and directional signage at inaccessible building entrances. See plan notes on each plan sheet, 74 Revise code summary sheet to indicate type B dwelling unit requirements. Specify all units to comply with type B requirements, indicate option B used for bathroom design. See sheet A-1.8 for compliance with this comment, 75 Revise ANSI 117.1 reference note on 11/A8.0, 1/A8.2 and 8/A8.5 to indicate ANSI 117.1 1998 as referenced by the 2003 lBC. See sheets for compliance with this commenl. 76 lnclude 18" dimension to center line of the water closet from the wall on 11/A8.0 bathroom plan, 1/A8.2 bathroom plan and 8/A8.5 ANSI 1 17.1 1998 section 1003.1 1 .3.1 .2 See sheet for compliance with this comment.77 Amend floor plans to show the 30"x48" clear floor space outline at all laundry equipment per ANSI 117.1 1 998 section 1 003.10 See sheets A-2.10 thru A-2.23 for compliance with this comment. 78 Laundryl3gtocomplywithANS| 117.1 1998section1003.10.1. A30"x4S"clearfloorspacemustbe centered on the appliance. See sheets A-2.10 thru A-2.23lor compliance with this comment. 79 Amenddoors25lAand l5lAtoprovideaminimum31 3/4"netclearopeningperANS| 117.1 1998 section 1003.5.2.1 . These doors have been revised. 80 Amend door 340A to provide a minimum 31 3/4" net clear opening per ANSI 1 1 7.1 1998 section 'l 003.5.2.1 . This door has been revised. 81 Amend enlarged floor plan detail reference for bathroom 331 on sheet M.21 to 8/A8.5 See sheet A- 2,21 Jor compliance with this comment. Note: the rooms have been renumbered on this sheet. 82 Include vertical signage details for the accessible parking spaces perANS| 117.1 1998.SeesheetA- 2.0 for compliance with this comment. 83 Include complete project manual and specifications Included in this resubmittal package. B4 lnclude a complete statemenl of special inspection per IBC '1704.1 .1. The statement is tequired to contain a list of all required special inspections, and names of companies or firms who will perform the special inspection. See attached letter. 85 Include a complete list of all deferred submittal items per IBC 106.3.4.2 See attached letter. 86 Coordinate standpipe locations with the fire protection drawings, VFES comments and IBC 905. We have retained a Fire Protection Engineer to review all fire safety issues and coordinate their resolution with VFES. See attached letter in responso to the VFES comments' 87 Include a statement of compliance for the building envelope, mechanical and electrical systems with the 2003 IECC. See attached report Structural Gomments:88 Include copies of the soils report for this project. Please see enclosure for soils report. 89 Include complete structural calculations for this project. Please see enclosure for structural calculations Bldg. Permit # 805-0219 912112005 1325 westhaven Drive Page 7 90 Specify dead load used in design for the landscape plaza area and north east area of the parking garage where sidewalk and equipment pad is located. lndicate maximum depth of soil backfill and coordinate with landscape plans for weight of trees, paving mechanical equipment and other plantings on the plaza. Please see note 13 on S2.11 noting "Plaza areas designed for an additional 270psf of dead load (not including structure). A maximum ol 24" ol soil shall be used in these areas"gl Coordinate locations of proposed hot tub on the exterior decks. Verify decks have been designed to accommodate the additional load at the proposed locations. Please see location of hot tub on sheet S2.1 3. An additional LL of 100psf has been used to accommodate the load of the hot tub in this area92 Revise seismic design specification to use the appropriate Ss value per IBC Figure 1615(1) spectral response maps. Ss for the Town of Vail is .359. Please see sheet 50.01. A Ss of 0.34539 has been used per USGS maps. 93 Clarify construction details for the stairway and elevator concrete footings and foundation walls. Clearly reference the appropriate detail at each wall elevation drawing as shown on sheet 54.02. No construct'on detail is referenced on the typical 8" wall construction note on AS4.02. Please see additional notes and details on 54.01 and 54.02. Also see additional section cuts on 52.01 and S2.11 showing details on 55.01, S5.12 and S5.13. 94 Include complete construction details for the footing widths at the stairway and elevator areas. Sheet 52.01 does not contain this information as referenced by detail J/S5.01 . Please see additional dimensions at the core wall foundations on sheet 52.01. Also, please reference additional sections cut on 52.01 and shown on 55.01. 95 Amend plans to include a detail reference the 54.02 stair and elevator construction details on the sheet 52.01 foundation plan. Please see note 18 on the foundation plan as well as the additional note 11 on each of the floor plans and note 8 on the roof plan 96 Include construction details for the transition from 12" concrete walls and the parking garage level to B" stairway and elevator walls. Please see additional concrete core wall details shown on S5.13 97 Specify all top of foundation wall elevations on sheet 54.02 details. All top of foundation walls have been noted on 54.01 and 54.02 98 Amend l(S5.12 to specify proposed construction at the floor deck. Also specify rebar dowel size and length as shown at tie to foundation wall. K/S5.12 has been deleted. S5,13 has been added to show details at the concrete core wall99 Amend l(S5.12 to specify floor deck construction and ledger construction/attachment. K/S5.12 has been deleted. S5.13 has been added to show details at the concrete core wall 100 Amend detail KS0.03 to provide a detail for embed plates at the 8" concrete foundation walls. This detail indicates a minimum 'l0" wall thickness. K/S0.03 has been revised. K.1/50.03 has also been added'101 Clearly reference detail KSO.03 on the applicable framing plan sheets. K/S0.03 has been cut on each of the plans as well as specifically called out in details where applicable 102 Include construction details for end bearing of all beams framing into the stairway and elevator concrete walls. Please see S5.13 for all framing and connections at the concrete core walls 103 Include revised schedule or specific details for embed plates and beam connection for all connections which exceed the maximum allowable load in kips as indicated on KS0.03 schedule K/S0.03 has been revised to include higher loads at connections and specific details have been called out on plan where l(S0.03 does not apply.104 KS03.03 indicates minimum 4000psi concrete required at embed plates. Revise specification for foundation walls where 3000 psi concrete is specified. The speclfication for the concrete walls has been revised105 Amend detail PiS5.01 to specify all rebar size and spacing at lhe 12" foundation wall and footing below. All rebar and spacing has been called out in P/S5.01 Bldg. Permit # 805-0219 1325 Westhaven Drive 9t21t2005 Page I 112 113 114 115 116 117 106 Amend detail P/S5.01 to specify footing width at the 12" foundation wall footing. Sheet 52.01 does not specify width at this location. Foundation wall footing widths have been called out on 52.01 107 Amend detail H/S5.01 to indicate foundation wall thickness and reinforcing schedule. Plans reference J/S5.01. This detail shows a 12" wall. Detail H/S5.01 has been revised to show wall thickness and reinforcing108 Specify column construction for column shown atend of Wl2x26 below grid ll between lines F and G. Please see detail E on sheet S5.12 1Og Include construction details for the roof cover over north exterior stairs of building B Section A/S5.22, G/S5.23 and E/S5.23 have been cut at the north stair of building B 110 Include complete construction details for framing of the cantilevered deck beams and roof overhang beams at the exterior building frame. Architectural plans show these are flush beams. Typical moment connections are shown on F/S0.03 and are refered to in the plan notes of the floor framing plans and roof framing plans. Specific details have been cut where F/S0.03 is not applicable 11'l Specify column size at end bearing of W21x48 on sheet 52.21 line M above grid 5 The column near column lines M and 5 is labeled on sheet S5.13 as a HSS6x6x1/2. This is where the column originates Provide construction details for all bent beams show on sheet 52.21. A typical detail for bent beams is shown at S/S0.04 Include complete structural plans for all steel stairs Stairs are to be design build by others as noted in the plan notes at each level as well as on the general notes sheet as a deferred submittal in section D of section 5 Add high strength bolting, welding and masonry construction to the list of special inspections per IBC 17cr High strength bolting and welding are included in section 1704.3 of the IBG and is noted in section A of section 6 on the general notes. Section'1704.4 has been added for masonry construction Specify attachment and size of all veneer ties to the concrete walls and framed walls at all details. IBC 1405.5 CyS5.12 details veneer ties at concrete walls Include construction details for the roof snow fences. T/S5.22 details snow fences at the roof lnclude construction details for CMU walls in garage level. Please see 50.02 for typical GMU wall details Plumbing Comments: Revise garage level waste piping plan to provide a backwater valve on the waste piping serving all floor drains or other fixtures below the flood level rim of the upstream manhole (8038.1 B'). Fixtures above 8038.18' may not discharge through the backwater valve. Coordinate with sheet C006. Civil has modified sewer connection, so next upstream manhole is now 8028.31'. A backwater valve has been added to drawing M2.0.1 , serving the ianitor room floor drain, which is the only fixture below 8028.31'. Permanent provisions shall be made to prevent accumulation of ground water in the elevator pit per ASME A17.1 section 2.22.3 Refer to drawing M2.0. Sump pumps (P-4) are shown, to be located at the bottom of each elevator shaft, to prevent the accumulation of ground water. Detail of sump pump shown on M4.1, diagram T. Piping not associated with the elevator equipment is not permitted in the elevator equipment room. IPC 3006.6 Revise sheet M2.0. This has been corrected on M2.0. Gas meter must be protected from snow and ice per TOV ordinance. Coordinate with architectural olans. This has been corrected on E3.2. Amend plans to show vent to the outside of the building for the MP gas regulator in the garage level. IFGC 410.3 This has been corrected on M2.0. 118 119 120 121 122 Bldg. Permit # BO5-0219 912112005 1325 Westhaven Drive Page 9 123 Include fan coil condensate drain plans. Show pipe sizing and routing of all drains. Drain piping is shown with hydronic risers on M6.2. Drain pipe sizes are indicated in Note 2 on M6'2. 124 Provide specifications with BTU ratings for the fireplace, grill and cooktop for verification of gas pipe sizing. See attachment to this letter for fireplace and cooktop information. Grills are not part of the construction contract and will be installed by the future owner' Mechanical Gomments:125 Provide interlock between fuel burning appliances in the mechanical room and the combustion air motorized louvers per IFGC 304.10. Refer to Mechanical Specifications section 15900-5. 126 Amend garage level mechanical plans and boiler piping diagram to show all equipment and appliances having an ignition source to be 18" above the floor IFGC 305.3 Minimum height to boiler ignition source has been noted on Boiler Piping Diagram on drawing M6.2. 127 Revise sheet M3.1 to show mechanical exhaust duct termination to be 3'from the operable windows below in bedroom 3 and bath 3. Note on M3.1 bath 3 indicates that all mechanical exhaust ducts must terminate at least 3' from any building opening. Architect has verified that these exhaust locations are more than 3' from respective building openings. Note: the windows are single hung with a fixed top sash.128 Clearly show proposed routing of 12x10 outside air duct into unit 401 on sheet M2.4. Provide a combination smoke/fire damper where duct passes through corridor wall. Drawing M2.4 has been modified to show the {2x{0 O.A. duct, continued from M3.2. A combination smoke/fire damper is shown on M2.4 in the location where the duct crosses the rated, corridor wall. 129 Provide mechanical exhaust for the toilet compartment in unit 8102 master bathroom. Sheet M3.3 This has been corrected on M3.3130 Provide mechanical exhaust for the toilet compartment in unit 8'202 master bathroom. Sheet M3.5 This has been corrected on M3.5 Electrical Comments: Drawing E2.0:131 The electrical room requires (2) exits as the switchboard: exceeds 1200 amps, is over 6 1/2ft in length, and does not have an unobstructed exit as required per NEC 110.26( C Xb). This has been corrected on the plans. 132 The (2) doors on the electrical room require panic hardware per NEC 110.26 (C Xb). This has been corrected on the plans and specifications. 133 Provide double working clearance for the ATS switch per NFPA 110.7.2.2.1. This has been corrected on the plans. 134 Heat detector not shown for Elevator machine room B. This has been corrected on the plans. 135 The note in the mechanical room regarding branch circuiting refers to the wrong drawing. This has been corrected on the plans. 136 Provide separate branch circuil for elevator machine room lighting for elevator machine rooms per 620.23.4. Typical both machine rooms. This has been corrected on the plans' 137 Provide dedicated GFI receptacle in elevator machine room A. This has been corrected on the plans. 138 EF-1 is shown in Elevator Room "B"; however, the schedule on drawing M2.1 indicates EF-1 to be a bath fan. Elevator Room "8" shows an EF-S in the machine room. There is an EF-1 fan in the Locker Room "B-1".139 Boiler safety devices: Confirm if Emergency shutdown switch required by ASME CSD-1 applies to this installation and if so include on the drawing. Emergency shut down for boilers is described in the mechanical Sequence of Operations. Drawing E4.1: 14O Short Circuit Summary: Correct Node Fl to show (7) parallel conduit runs per the one-line and recalculate. This has been corrected on the plans Bldg. Permit # 805-0219 912112005 1 32S Westhaven Drive Page 10 141 Emergency Generator: Show that the generator frame is grounded per NEC. This has been corrected on the plans 142 Emergency Generator: Provide overcurrent protection for the conductors/feeder. This has been corrected on the plans 143 MSB: Show that the MSB is service entrance rated. This has been corrected on the plans 144 MSB: Provide additional information on one line to clarify if a ct cabinet is to be used. lt is not clear if the meter shown is the utility or is a customer usage meter. This has been corrected on the plans 145 Provide signage as required per NEC 701.9 for the 600/3 service entrance disconnect. The 600A/3P service entrance disconnect switch has been removed in lieu of disconnecting means in the generator enclosure, per N.E.C. 701.11 (bX5). 146 The equipment grounding conductor (EGC) for the 600/3 in MSB feeding the ATS is too small per NEC 25O.122.F.1 This has been corrected on the plans. 147 The EGC for the 500/3 feeding CH1 is too small per NEC 250.122.F.1 This has been corrected on the plans. 148 The EGC's from the 600/3 service entrance to the ATS and Panel EM are too small per NEC 250.122.F.'l This has been corrected on the plans. 149 The EGC for the 1200/3 feeding MMS is too small per NEC 250.122.F.1 This has been corrected on the plans. 150 Show proposed quantity and location of diesel storage for generator on the one-line. This has been corrected on the plans, and is stated in section 16231 ofthe specification book. 151 Verify the 600/3 disconnect switch that is mounted on building exterior is accessible to authorized personnel only per NEC since it is used for egress power. Also coordinate location with ANSI 117.1 figure 307.2 for protruding objects. The 600A/3P service entrance disconnect switch has been removed in lieu of disconnecting means in the generator enclosure, per N.E.G. 701.11 (bxs). 152 Provide signage as required per NEC for series rated circuit breakers. This has been corrected on the plans.'l53 Clearly show the neutral to ground bond. ls the neutral bonded at the generator or at the 600/3 service disconnect switch? The neutral is bonded at the generator disconnect. The building mounted 600/3 service disconnect has been deleted from the design, Refer to added Drawing 1, Sheet E4.1.154 Provide a worknote indicating the service entrance conduits are encased in concrete where routed inside the building. This has been corrected on the plans. Drawing E4.2:155 Per IBC 3003.1.4, the elevator machine room's air conditioning and ventilation shall be fed from emergency power source. Typical both elevators. This has been corrected on the plans. Drawing E5.1:156 There are (2) detail "F" shown. Thishasbeen corrected on the plans. Public Works Comments: 1. Revocable permit required for R.O.W. encroachments; landscaping, irrigation, snowmelt, address marker and lighting. Civil Engineer will be creating all of the required easements when we prepare the condominium map for the project. We can prepare an exhibit showing "proposed easements" as an interim measure if needed. The need for the easements will not exist until the buildings are occupied and we are requesting final acceptance of utility and storm draln appurtenances to receive C.O. 2. Snowmelt system needs to be broken in separate zones for private property and public right of way and must be labeled in the manifold. Snowmelt is not allowed in the concrete cross pan adjacent to Westhaven Dr. A note on sheet M1.3 states that the snowmelt in the right-of-way must be on a separate zone. Bldg. Permit # 805-0219 1325 Westhaven Drive 9t2112005 Page 11 3. Face of boulder walls should be min 6 inches from back of curb or walk. The boulder wall detail has been revised accordingly, and a note has been added to the grading plan, 4. Provide the Town of Vail with a drainage easement for portions of public storm system located outside of ROW. The necessary drainage easements will be created on the condominium map. 5. Provide the Town of Vail with an pedestrian/access easement for portion of rec path located with in the site. The necessary pedestrian/access easement will be created on the condominium map. 6. 2 foot min width for any asphalt patches in Westhaven Dr with infrared seams All road cuts are in excess of 2' of width, and a note has been added to the plans . 7. Use the close mesh grates for the type "C" inlets The use of Close Mesh grates has been noted on the detail for the type "C" inlets, and on the storm drain plan. 8. Street lighting on C006 does match E1.2, please clarify The street light locations have been coordinated on the plans. L Has the sight distance issue for the exit of the middle drive been resolved? Conditions are the same as noted in our memo dated March 15, 2005, which outlines that some of the trees within the right-of-way will need to be trimmed along the eastern side of Westhaven Drive and adjacent to the Mill Race Condominiums. 10. No full closures of Westhaven Dr will be permitted during construction, min 1 lane must be maintained at all times with proper traffic control per the MUTCD. This has been added to Town of Vail General Note #25 of the Cover Sheet. 11. Add Town of Vail general notes to civil drawings. The Town of Vail general notes have been added to the cover sheet of the Civil Plans as requested. General Note #7 has been revised per our lnsurance Company's review, as coordinated with Tom Kassmel. The revised note reads as follows: 7. The engineer who has prepared these plans, by execution andlor seal hereof, does hereby affirm responsibility to the Town of Vail, as beneficiary of said engineer's work, for any enors and omissions contained in these plans, and approval of these plans by the Town of Vail Engineer shall not relieve the engineer who has prepared tf ese plans of all such responsibility. Fufther, to the extent permitted by law, the engineer hereby agrees to hold harmless and indemnify the Town of Vail, and its officers and employees, from and against all liabilities which may arise from any enors and ornissions contained in these plans. VFES Comments: Please see attached letter from Debbie Shaner, the FPE of record for this project. In addition to that response, the landscape plans show the changes requested for the fire truck staging area and the FDC clear area. The specification states that roof tie anchors will be used on the roof and the roof access ladders shall comply with local standards. Please do not hesitate to call any of us for further questions or clarifications. Leah KS Mayer On behalf of esthaven Design Team: Lelia Stoner, Redwine Engineers Marc Sacconi, Beadin-Ganz Consulting Engineers Gary Brooks, Alpine Engineering Dennis Anderson, Landscape Arch itect R€questgd Inspect 9ate: W_ednesday, June 06,2007 Inspection Area: SH Site Address: 1325 WESTHAVEN DR VAIL 1325WESTHAVEN DRIVE I Comment: Comment: Comment: Comment: A/P/D Information Activitv: E0&0040 Const Tvo6: O$?ier: MIRUS Ll Contractor: NEW ELE Description: COMPLE'FOR NEW CONDOS Sub Tvoe: AMF Status: ISSUEDU'se: Inso Area: SH Phone: 970-9494651 ON GENEMTOR. G( Nc towRren ENTMNcE oK. AND CLOTHES CLOSETS TO BE 12 INCHES FROM Reouested Insoectlon(s) Item: 190 ELEC-Flnal Sequestor: NEW ELECTRIC lNC,Coniments: oaraoe Assiqned To: SHAFIN- Action: Comment: FINAtrFttFUNlT 302 ; L ..' :" :t' ' il" ,,'l l;' | , l, lt | (n"/ ! tL" 1' :t": , i}n .- : 't!l'fr t "'t REPT131 Run Id: 6769 ?.6s??#ot In'p""{l:,1F"duF?,'ffpon'nn t"n" ''o Requested lnsoect Date: Wednesdav. June 06.2007' lns8ec*orire3i f$u *.riHAVEN DR vArL 1325 WESfiAVEN DRIVE A/P/D lnformation Activitv: M0G0201 TvDe: B-MECH Sub Tvoe: MFAM Status: ISSUEDConslTypC: Occupaiicy: Ube: Insp Area: CGOwrier: MIRUS LLC Contractor: 2 H Mechanical, LLC Phone: (970) 7784560 Description: MECHANICAL WORK FOR NEW CONDO BUILDING WITH 13 UMTS OVER COVERED PARKING.. VENTILATION AND SNOWMELT. Item: Requestor: Assioied To:- Action: Comment: l,t lry fur;,*"'rtff"n'il Reouested Inspoction(s) Comment: Comment: Comment: Comment: Comment: *"ou"*"F'f"'-f.F^; " U*+- Phone; 208-5425 / | Entered By: DGOLDEN K \J WAEKTHRU GARAGE AREAS. DID NOT OBSERVE ANY OTECTION FOR EXHAUST FANS, LOUVERS, ETC. AGAINST 101,201 REQ DRAIN PAN SEE INSPECTION DATED 05.21-07. UNITS 102 AND 202 Y TO THE POINT OF DISCHARGE. SHOWER IS A PER tMC SEC 307.2.3. cL f"no "tuJwvfuh LLC 01,401 FCU 7 REQS PAN PER IMC SE N 01 UNITS PIPED TO S,HOWER, 02 U C 307.2.3. Dans NITS PIPED TO aproved 5/30/07 sih. LAUNDRY. REPTl31 Run Id: 6769 !L3l#ot r'=p"$:ll,F:dyFiffiro'ting t"g"z Requested Inspec{ Date: Wednesday, August 01, 2007 Inspection Area: GG Site Address: t325 WESTHAVEN DR VAIL WESTHAVEN CONOOS A/P/D Information Activitv: M06-0258 Tyoe: B-MEChConstTyp6: _ Occupahby:Owrier: MIRUS LLCContractor: WESTERN FIREPLACE SUPPLY, lNC. Description: INSTALLATION OF 13 WOOD BURNING FIREPLACES Reouested Inspectionls) Item: 340 MECH-Misc. 8":fl H."""l?J: w I L L cAL L ro Ny rr R E pLAc E I Ns p Ecr oN? ?o""'nX$'I8: GDENCKLA At2 rime Exp: /g SubTvoe: MFAM Status: ISSUEDUse: Inso Area: CG Phone: (719) 5914020 Og'6t^or Requested Time: 11 :00 AM' Phone: 970471-1467.-|ONY Entered By: LCAMPBELL K S WITHOUT SUPPORT. OR QUIRED SITE. UNIT 102-8 SEAL |PECTIONS DONE BY CIA BOARD. CR CORRECTION REOUIRED PA PARTIAL APPROVAL Action: AP APPROVED lnspection Historv Item: 200 MECH-Rouoh01l26lor Comment: 02101107 Comment: o2t05to7 Comment: Item: 310Item: 315Item: 320Item: 330Item: 340 Item: 390 tu fu"lj zott3o?' Inspector: ur.ItT 102-B IS SEALED UNITS A-101, 101-A.201-A UNIT 101-A APPROVED t5 J5 t-trt I TO BE ON SITE FOR REPTl31 '* Aooroved * lnsoector: GCD Action: PA PARTIAL APPROVAL Run Id: 6941 ?L-l?#ot In"p""$3,1,F"duF".! Befo*:ng t"n" 'n Requested Inspect Date: Monday, AuSust 13, 2007' lnsgectiorrare3i ?$u *rrtrouEN DR vArL I325WESTHAVEN DRIVE A/P/D Information Activitv: P06-0029 Tvoe: B-PLMB Sub TvDe: AMF Status: ISSUED Const Typ6: Occupahby: U'se: lnsp Area: CGOu;rier: MIRUS LLC Contractor: 2 H Mechanical. LLC Phone: (970) 778-4560 DescTiption: NEW PLUMBING; SANITARY; STORM; WATER PIPING; GAS; FIXTURES Reouested Insoection(s)*.0,".P0,fl';,!t;r?r{-fu Comment: LAVATORY IN BATH 2. IEOD TO BE INSPECTED. UES NEED TO BE CORRECTED. GC CONTACTED B3O2 APPROVED TER ENTRY ROOM. CERTIFIED.:IED BY 2H MECHANICAL. MORTER ARCH, AND TONY OF VIELE TO MEASURE BATHROOMS FOR CODE br"H"r*1 in mech and janitorial. Garage drains piped ianitor drains'went to sanitafi/. Aprox. 10'ofpiping. oowder rooms /giU call Tonv_ -1f:, ' Entered By: LTILLMAN K ,JEFiSti"=#cLR ro orHER FrxruREs. REPT131 Run Id: 6979 oo 06-05-2007 Inspection Request Reportins Page 18 4:31 om Vail CO'- Ciftr Of - Requested Inspect Date: Wednesday, June 06, 2007' Insgectiorr?re3i fSs wrri"AvEN DR vArL 1325 WESTHAVEN DRIVE A/P/D lnformation Activity: P06-0029 Type: B-PLMB Sub Tvpe: AMF Status: ISSUEDConstTyp6: Occupairby: U'se: Insp Area: CGOufrier: MIRUS LLC Contractor: 2 H Mechanical. LLC Phone: (970) 778-4560Description: NEW PLUMBING; SANITARY; STORM; WATER PIPING; GAS; FIXTURES Requested Insoection{sl *"o r"","qrFr r. oor.# -*o 7 fu' Phone: 208-5/,25 ' I Exp: 70 Entered BY: DGoLDEN K \J ROOMTECF-Ts-CLR TO OTHER FIXTURES. p,rfl&o/, LLC 0L.fu-rce REPTI.31 Run fd: 6769 a sAMPL E Rr5E! f l!! 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