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B07-0011 EXPIRED
TOWN OF VAIL DEPARTMENT OF COMMUNITY DEVELOPMENT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW MULTI -FAM BUILD PERM Job Address: 1310 WESTHAVEN DR VAIL Location.....: 1310 WESTHAVEN DRIVE Parcel No...: 210312114005 Legal Description: G — Project No.: $0. 00 TOTAL FEES ------------- > OWNER CASCADE VILLAGE THEATER INC 01/30/2007 PO BOX 1152 VAIL CO 81658 Permit # B07 -0011 Status ...: ISSUED Applied. . 01/30/2007 Issued . .. 06/11/2007 Expires. .: 12/08/2007 ARCHITECT RKD ARCHITECTS 01/30/2007 Phone: 970 - 926 -2622 PO BOX 5055 EDWARDS CO 81632 License: C000001770 APPLICANT WEITZ COMPANY, INC. (THE) 01/30/2007 Phone: 303 - 860 -6600 4725 S. MONACO STREET, STE 100 DENVER CO 80237 License: 131 -A CONTRACTOR WEITZ COMPANY, INC. (THE) 01/30/2007 Phone: 303 - 860 -6600 4725 S. MONACO STREET, STE 100 DENVER CO 80237 License: 131 -A Desciption: Town of Vail Adjusted Valuation: 9,500,000.00 CASCADE RESIDENCES- DEMOLISH EXISTING THEATER, BUILD I I RESIDENTIAL UNITS, PARKING GARAGE, COMMON SPACE AND COMMERCIAL SPACE. Revision Valuation: Occupancy Type Factor Sq Feet Valuation Totals... 65,443$19,500,000.00* Fireplace Information: Restricted: Y # of Gas Appliances: 14 # of Gas Logs: 9 # of Wood Pellet: 0 ■*** t***+****+**►****+********* * + +r * *a * * * * * * * * * *x * * * * * * *r * * * ** FEE SUMMARY ** tr**** s*+***** r* * * * * * * * * * *r * * *► * * * * * * *xt * * * *r ** Building ------ > $73, 133 .75 Restuarant Plan Review - -> $0.00 Total Calculated Fees --- > 137, 034 .44 Plan Check --- > $47,536.94 Recreation Fee--------- - - - - -> $16,360.75 Additional Fees------ - - - - -> $0. 00 Investigation - > $0. 00 TOTAL FEES ------------- > 137, 034.44 Total Permit Fee ---------- > 137, 034.44 Will Call ----- > $3.00 Payments------------------- > 137, 034 .4 4 BALANCE DUE --------- > $0.00 +***r■ r***+*** t****** r*********+ x*r** r* �****** rrrt** �• �sr**** �*** �** �* �* sa**► �*+*+*«*#** a****** �+ �*+**** a********* *a * * *� * + *r *� + *� * * * * *a *ar +� *. * +. Approvals: Item: 05100 BUILDING DEPARTMENT 03/07/2007 cgunion Action: CR Plan review comments issued 3/7/07 F: \cdev\ CHRIS\ PERMIT .COMMENTS \B07 - 0011 \B07- 001I.DOC 05/29/2007 cgunion Action: AP revised plans approved addressing comments Item: 05400 PLANNING DEPARTMENT 02/08/2007 Warren Action: AP Item: 05600 FIRE DEPARTMENT 05/30/2007 McGee Action: AP See conditions: 1. Existing condominiums shall comply with current fire alarm requirements. 2. Egress trom the mechanical room shall comply with IBC without exception (use o: for the secondary exit). 3. The tire protection plans must be submitted prior to traming. Stamped plans to: water main shall be submitted within 30 days. Item: 05500 PUBLIC WORKS 05/31/2007 csalli Action: AP 1. Water line relocation plans must be subs a Public Way Permit prior to construction. 2. Detered submittal of shoring plans must be submitted and approved prior to ins1 the shoring. A Revocable permit shall be submitted with the shoring plan. Item: 05550 ENGINEERING CIVILS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. It SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS Permit # B07 -0011 as of 06 -11 -2007 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: NEW MULTI -FAM BUILD PERM Applied: 01/30/2007 Applicant: WEITZ COMPANY, INC. (THE) Issued: 06/11/2007 303 - 860 -6600 To Expire: 12/08/2007 Job Address: 1310 WESTHAVEN DR VAIL Location: 1310 WESTHAVEN DRIVE Parcel No: 210312114005 Description: CASCADE RESIDENCES- DEMOLISH EXISTING THEATER, BUILD 11 RESIDENTIAL UNITS, PARKING GARAGE, COMMON SPACE AND COMMERCIAL SPACE. Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Entry: 05/30/2007 By: McGee Action: AP Cond: CON0009016 DEFFERED SUBMITTAL ITEMS REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OR CONSTRUCTION OF THOSE ITEMS. Cond: CON0009017 SPECIAL INSPECTION REPORTS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PER IBC CH 17. SEE STATEMENT OF SPECIAL INSPECTION Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Entry: 05/30/2007 By: McGee Action: AP TOWN OF VAIL, COLORADO Statement Statement Number: R070000919 Amount: $89,497.5006/11 /200709:26 AM Payment Method: Check Init: DDG Notation: Cascade Residences Inc. Permit No: B07 -0011 Type: NEW MULTI -FAM BUILD PERM Parcel No: 2103 - 121 - 1400 -5 Site Address: 1310 WESTHAVEN DR VAIL Location: 1310 WESTHAVEN DRIVE Total Fees: 137,034.44 This Payment: $89,497.50 Total ALL Pmts: 137,034.44 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 73,133.75 RF 11100003112700 RECREATION FEES 16,360.75 WC 00100003112800 WILL CALL INSPECTION FEE 3.00 I� APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSIG� `() � Qt Q Project #: , `�' 807 0011 Building Permit #: 1 §79- 479 -2149 (Irspectorls) TOWN OFVAIL TOWN OF VAIL BIJu rime- PERMIT APPLICATION Separate Permits are required for electrical, plumbing, hanical, etc.! 75 S. Frontage Rd. mec Vail, Colorado 81657 CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone #'s: W [ Gait {',4 I� — Email address: bir�J , a a ri N e Contractor Signature COMPLETE VALUATIONS FOR BUILDING PERMIT Labor & Materials BUILDING: $ �� r ty N1 i o ELECTRICAL: $ OTHER: $ PLUMBING: $ MECHANICAL: $ For Parr_PI V rnnfnrf =nnr„ r•,,....�.. __ _ _ TOTAL: $ - - — - ---...y voice ar y1v- JZd -db4U or visit www.eag le-countz.com Parcgl s� ''"'-f Job Name: Job Address: =LegalDescriptior Lot: [ Block: Filing: Subdivision: Owners Nrro mwir Address: �� > e s• �t S Lai fi f P e: Architect/De�igner: Address: 60- �O A! iAA Fes, s Phone: 31 ' - S c ems C o o £'dwr;v��s c_ g i 63 Engineer. ddres: �o to r Ftone:� s— Dptailed des ription o work: ° v4f New (4 Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Interior (V) Exterior (:) Both ( }' Does an EHU exist at this location: Yes( ) No( ) Single ) Two - family ( ) Multi ) Commercial( ) Restaurant( ) Other( ) LNo[T ng Dwelling Units in this building: No. of Accommodation Units in this building: ire l aces Existing: Gas A22liances Gas Los Wood /Pellet Wood Burnin No/T e of Fireplaces Proposed: Gas A fiances Gas Los Wood /Pellet Wood Burning NOT ALLOWED Does a Fire Alarm Exist: Yes ( ) No ( ) Does a Fire Sprinkler Sy! Yes �. .� u W L�_ n FOR OFFICE USE ONLY ***** I II J R eLF s. Type °of Construction: a to � - 6ccu anc Grou Planner Si n -off: bl1 P rmi __ F : Date -I-o� � r �; sip Document2Z TOM Von February 27, 2007 COPY Mr. Leonard Sandoval 7MAR 2007 Town Of Vail Construction Inspector 1 01/1/N VAIL Dear Mr. Sandoval, The following is a response to your questions regarding the staging plan for the proposed Vail Cascade Residence Project. Attached is a copy of the revised staging plan. 1. Staging plan /Construction schedule - The Town of Vail Public Works Department is now requiring staging plan 4 times a year. A separate demo plan may be required depending on your site. An overall staging plan may be submitted for approval. The detail seasonal plans will be required before April 15, June 23, September 1, and Nov. 15 and must be based on the approved staging plan. With each plan, an updated construction schedule must also be submitted. Attached is a copy of the revised Spring 2007 Staging Plan (Exhibit A). Additional seasonal staging plans will be submitted one month prior to the required date accompanied by an updated construction schedule. 2. Public Way Permit & Fees - With each seasonal submitted staging plan, public way permit and fee will be required and contractor will be charged for any proposed use of the Right of Way. Okay. 3. The proposed use of Westhaven Drive for staging, loading and delivery is currently not approved. The Public Works staff would like to meet with your construction team regarding alternative options. We believe the safety and concerns of the General public who use Westhaven Drive is our primary concern. Based on our meeting, the intention is to utilize Westhaven Drive only for steel deliveries and tower crane erection, which will both happen after June 23. The limits and details of the proposed usage of Westhaven Drive will be shown on, and submitted with, the Summer (June 23rd) 2007 Staging Plan. As the Weitz team agrees the safety of people, both construction personnel and the general public, is the primary concern on our jobsite, we are open to any alternatives that can better ensure a safe work place. The demolition contractor will utilize "end dump" HONESTY AND INTEGRITY • RESPECT FOR PEOPLE • PERFORMANCE WITH ABSOLUTE RELIABILITY • LONG -TERM PERSPECTIVE • NURTURING PERSONAL GROWTH BUILD IN GOOD COMPANY_ tactics for demo removal and feels comfortable that these can be loaded within the confines of our site. 4. Provide detail limits of disturbance fence plan. It must be engineered to withstand 90 miles per hour winds. A plan to maintain and repair fence as needed must be addressed and in areas where public vehicles or within the public ROW is concerned, concrete barriers are required. Show on plan. Please reference revised Spring 2007 Staging Plan (Exhibit A). 5. Provide a certified traffic control plan. Plan should include any construction activity on the S. Frontage Road, Bus Turnaround and Westhaven Drive. All flaggers will be required to be certified. Westhaven Drive is one way in and one way out, due to the amount of pedestrian and vehicle activity at the location of the project, No Temp Flaggers will be allowed. The Weitz Company will use certified traffic control personnel during all "heavy" equipment operations, such as demolition, steel deliveries, crane erection, concrete pumps /pours (as needed), etc. When the "heavy" equipment operations are complete we will continue to flag on an "as needed" basis, so as to get equipment and materials into the site. A certified traffic control plan will be submitted to you by April 1, 2007. 6. Provide detail tower crane information. All tower crane information will be submitted with the Summer 2007 Staging Plan before June 23. Prior to that submittal, Peak Land will perform a survey of the surrounding area to determine the highest elevation of all adjacent buildings, in order to insure there are no conflicts once the crane is set. 7. Provide information on employee parking locations and subcontractors loading and delivery zones. Parking will be provided at the top level of the cascade village parking garage. Weitz, the developer and the hotel are negotiating the terms of the parking arrangement. Construction loading and delivery zones are illustrated on the staging plan (Exhibit A). Additional staging zones proposed on S. Frontage Road are shown on the attached Exhibit E. 8. Provide means and methods for street cleaning, anti - tracking, dust control, snow removal and debris management plan. Street cleaning will be provided on an "as needed" basis by the excavation subcontractor, most likely by the use of a bobcat with broom attachments. A tracking mat, illustrated on the staging plan (Exhibit A), will be provided at the site entrance%xit. Dust control is to be provided by the demolition and excavation subcontractors. Both snow removal and debris management will be an ongoing operation provided "as needed" by the site superintendent with assistance from all subcontractors on the project. HONESTY AND INTEGRITY • RESPECT FOR PEOPLE • PERFORMANCE WITH ABSOLUTE RELIABILITY • LONG -TERM PERSPECTIVE • NURTURING PERSONAL GROWTH BUILD IN GOOD COMPANY_ 9. Provider your construction team chain of command contact list and phone numbers. Chain of command information is also posted on the staging plan. Barry Monroe ......... 970- 379 -0474 -- barry.monroe @weitz.com Craig McPeek ......... 303 -518 -5929 -- craig.mcpeek @weitz.com (Main Contact) Steve Kelsey ......... 303- 906 -6540 -- steve.kelsey @weitz.com Chris Keran ............ 970- 319 -5979 -- chris.keran @weitz.com 10. Provide detail information on your proposed road closures, to include dates, times and alternate detour routes. (This should be included in your submitted traffic control plan and construction schedule). The Weitz Company anticipates the following road closures on Westhaven Drive for the Cascade Residence project: NOTE: For all road closures, an approved traffic control plan will be in place and only certified traffic control personnel will be used. • A partial road closure is necessary for a minor street cut across Westhaven Drive in order to burry power and telephone lines running from the hotel to the spa. At this time, we plan on this closure taking place the week of April 16 More information regarding this activity is provided below, within Item #13. • A full road closure for the removal of the existing skybridge is proposed tentatively for May 21 +1- -. However, if the building demolition is completed ahead of schedule we would like to remove the bridge sooner than this date. While a formal plan for this closure will be submitted by May 1 the preliminary information is as fol lows. The road closure will take place at night to minimize the effect on the area's residence. Also, Weitz will properly notify these residences about the road closure, and provide them detour information at least two weeks in advance. During the road closure only certified traffic controllers will be used and the detour route will be well marked, with both signage and flaggers. Please reference Item # 15, below, for information on the proposed detour route. • A one lane closure, tentatively scheduled from September 15 thru November 1 will be necessary for the tower crane erection and steel deliveries. This partial closure will be detailed and submitted with the Fall (September 1) 2007 Staging Plan. • A full road closure will also be required for the installation of the new skybridge, scheduled sometime between September 11 and September 25 Rebuilding the new bridge will be more time consuming than its demolition, so we propose this HONESTY AND INTEGRITY • RESPECT FOR PEOPLE • PERFORMANCE WITH ABSOLUTE RELIABILITY • LONG -TERM PERSPECTIVE • NURTURING PERSONAL GROWTH BUILD IN GOOD COMPANY_ activity taking 2 -3 nights to complete. The plan (working times, detour route, informing the neighborhood, safety, etc.) for this closure will be identical to the one decided upon for the removal of the existing bridge, and will be re- submitted with the Fall (September 1) 2007 Staging Plan. The last partial road closure anticipated during this project will be for the dismantling of the tower crane, scheduled for the end of November. Details for this event will be submitted with the Winter (November 15) 2007108 Staging Plan. 11. Show and provide a temp lighting plan if needed. N /A... No Town Of Vail lighting will be removed during the construction process. If safety becomes an issue additional lighting will be installed by Weitz. 12. Is there DRB approval to remove all the trees from site for the proposed project? RKD Architects is coordinating with the Town Of Vail Planning Department on this issue, although Weitz have received word from RKD that the removal of all necessary trees has been approved. 13. Are there any utilities street cuts required? There are no major utilities street cuts required during construction. In order to get temporary power into our jobsite a minor street will be required at the beginning of construction. The power supply, located in a manhole on the north side of the of Westhaven Drive, will need to run under the road to be connected to the transformer stationed within our site. Also, before the demolition of the skybridge we will need to re -route an emergency power circuit and re -run the phone lines that serve the spa. These lines currently run between the hotel and the spa, via the skybridge structure, and need to stay operational throughout the construction process. In order to achieve this, the lines will need to be placed across Westhaven Drive, via a minor street cut. For both street cut we intend to dig, install and patch one lane of Westhaven Drive at a time allowing the road to remain operational throughout the duration of work. There will be certified traffic controllers working during this task. A separate public way permit will be pulled for this activity. Please see the Spring 2007 Staging Plan (Exhibit A) for the proposed location of the street cuts. 14. Working Hours — This project is not within the Vail Village /Lionshead Village Core Areas, but the Town of Vail will not allow any construction activity on occur on Westhaven Drive during any Holiday weekends, Special Event that occur at the Hotel or on Saturday or Sunday during the Summer months between June 23 and September 5. Weitz will coordinate any special events with the Cascade Hotel on a weekly basis. Per the owners request, the intended work hours for the spring season are Monday- Saturday 7am -7pm. We intend to break HONESTY AND INTEGRITY • RESPECT FOR PEOPLE • PERFORMANCE WITH ABSOLUTE RELIABILITY • LONG -TERM PERSPECTIVE • NURTURING PERSONAL GROWTH 0,'' BUILD IN GOOD COMPANY_ ground on April 16, assuming receipt of the necessary building permit. 15. Provide proposed alternate route proposal when Westhaven Drive is proposed to be closed. (Removal and installation of pedestrian bridge, removal of tower crane, etc.) Please Reference the attached Exhibits B, C and D. During the proposed full closures (both lanes closed) of Westhaven Drive, traffic will be detoured from Westhaven Drive to Matterhorn Circle, via existing bike path connecting the two roads, and then on to S. Frontage Road. The bike path (see Exhibits B, C and D) will be utilized to accommodate a steady traffic flow. Detour signs will be located on S. Frontage Road at both the Cascade Village entrance and the Matterhorn Circle entrance. The detour route will be well marked and managed by ample signage and certified traffic controllers where necessary. As mentioned above, full road closures will take place at night to minimize the inconvenience, and Weitz will properly notify the residences about the road closure, and provide detour information well in advance. Respectfully Barry J Monroe Project Manager HONESTY AND INTEGRITY •RESPECT FOR PEOPLE •PERFORMANCE WITH ABSOLUTE RELIABILITY •LONG -TERM PERSPECTIVE •NURTURING PERSONAL GROWTH s �x��a� c o 'a� A c.c� vac Pew NAM TItA a 4. xstE Exw\bry �) F-Y,W\bV\ ( - Bx N& -\ 'D TOWN OF VAIL DEPP ATMENT OF COMMUNITY DEVELOPN1r,NT 75 S. FRONTAGE ROAD VAIL, CO 81657 970 - 479 -2138 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES NEW MULTI -FAM BUILD PERM Job Address: 1310 WESTHAVEN DR VAIL Location.....: 1310 WESTHAVEN DRIVE Parcel No...: 210312114005 Legal Description: Project No.: OWNER CASCADE VILLAGE THEATER INC 01/30/2007 PO BOX 1152 VAIL CO 81658 ARCHITECT RKD ARCHITECTS 01/30/2007 Phone: 970 - 926 -2622 PO BOX 5055 EDWARDS CO 81632 License: C000001770 APPLICANT WEITZ COMPANY, INC. (THE) 01/30/2007 Phone: 303 - 860 -6600 4725 S. MONACO STREET, STE 100 DENVER CO 80237 License: 131 -A Permit # B07 -0011 Status ... Applied .. Issued . . . Expires . .: ISSUED 01/30/2007 06/11/2007 06/08/2008 CONTRACTOR WEITZ COMPANY, INC. (THE) 01/30/2007 Phone: 303 - 860 -6600 4725 S. MONACO STREET, STE 100 DENVER CO 80237 License: 131 -A Desciption: Town of Vail Adjusted Valuation: 0,000,000.00 CASCADE RESIDENCES- DEMOLISH EXISTING THEATER, BUILD 14 RESIDENTIAL UNITS, PARKING GARAGE, COMMON SPACE AND COMMERCIAL SPACE. Revision Valuation: Occupancy Type Factor Sq Feet Valuation Totals... 65,443$20,000,000.00* Fireplace Information: Restricted: Y # of Gas Appliances: 14 # of Gas Logs: 9 # of Wood Pellet: 0 ********►* s*******►*****► r* s* *s *s *+ *+ * * *r * *r *r * * * *r * + * * *r *+* FEE SUMMARY * rs+**++r***+*r****** *r *r *r *r *a +r *r►r * * * + + * * + * + *e * ** Building ------ > $74,958.75 Restuarant Plan Review - -> $75.00 Total Calculated Fees --- > 145, 400.69 Plan Check --- > $48, 72 3 . 19 Recreation Fee--------- - - - - -> $16, 360. 7 5 Additional Fees------ - - - - -> $ 0 .00 Investigation -> $0 . 0 0 TOTAL FEES ------------- > 145,400.69 Total Permit Fee ---------- > 145 ,400.69 Will Call - - - - -> $ 3 .0 o Payments ------------------- > 145 ,400.69 BALANCE DUE --------- > $0.00 **.* �* �+* �s+*** �*** �***** r**** �* t*• r�* r*** r* r*** rr �r ��+*+*** r* r***■ t*** �*+**+ r*s*********r*r �*** rrr+* r*►*+ r******* *r * * * +r * * * *r * * * *� *e *�� * * *r *r * ** Approvals: Item: 05100 BUILDING DEPARTMENT 03/07/2007 cgunion Action: CR Plan review comments issued 3/7/07 F: \cdev \CHRIS \PERMIT.CG.__.ENTS \B07 05/29/2007 cgunion Action: 01/09/2008 cgunion Action: F: \cdev \CHRIS \PERMIT.COMMENTS \B07 01/22/2008 cgunion Action: Item: 05400 PLANNING DEPARTMENT 02/08/2007 Warren Action: 02/06/2008 SDH Item: 05600 FIRE DEPARTMENT 05/30/2007 McGee 0011 \B07- 0011.DOC AP revised plans approved addressing comments CR corrections required for owner revisions si 0011 \B07- 0011.owner.revisions.DOC AP APPROVED CORRECTED DRAWINGS ADDRESSING COMI AP Action: AP APPROVED CORRECTIONS Action: AP See conditions: 1. Existing condominiums shall comply with current fire alarm requirements. 2. Egress from the mechanical room shall comply with IBC without exception (use o: for the secondary exit). 3. The fire protection plans must be submitted prior to framing. Stamped plans to: water main shall be submitted within 30 days. Item: 05500 PUBLIC WORKS 05/31/2007 csalli Action: AP 1. Water line relocation plans must be subs a Public Way Permit prior to construction. 2. Defered submittal of shoring plans must be submitted and approved prior to ins1 the shoring. A Revocable permit shall be submitted with the shoring plan. 02/12/2008 csalli Action: DN response to applicants response to comment: 2/12/08 via email to Barry Monroe, see comment below: Response to PW comment #2, 12/18/07 regarding access to the garage. PW requests how right -of -way is established within the garage. The applicant statf keypad is located in the drive so that the car doesn't block entrance until door c setup requires the vehicle accessing the keypad to cross over blocking the exitinc the site, also it still does not address how right of way is established within tJ Are vehicles exiting the garage to yield to vehicles entering the garage? There ie approximately 30' of single lane drive aisle where they is a conflict point, eithf or entering vehicles will have to be able to know if the other is in the drive ai: 02/20/2008 csalli Action: AP see conditions: 1. Shoring plan shall be submitted and approved prior executing the Town of Vail'; Construction License Agreement. This Construction License Agreement must be execui any shoring in Public Right of Way. 2. A Revocable Right of Way permit shall be executed prior to any C.O. or T.C.O. Item: 05550 ENGINEERING CIVILS See page 2 of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 OR AT OUR OFFICE FROM 8:00 AM - 4 PM. SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNER PAGE 2 ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS Permit # B07 -0011 as of 03 -13 -2008 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: NEW MULTI -FAM BUILD PERM Applied: 01/30/2007 Applicant: WEITZ COMPANY, INC. (THE) Issued: 06/11/2007 303 - 860 -6600 To Expire: 06/08/2008 Job Address: 1310 WESTHAVEN DR VAIL Location: 1310 WESTHAVEN DRIVE Parcel No: 210312114005 Description: CASCADE RESIDENCES- DEMOLISH EXISTING THEATER, BUILD 14 RESIDENTIAL UNITS, PARKING GARAGE, COMMON SPACE AND COMMERCIAL SPACE. ****************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C on diti ons: *************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cond: 14 (BLDG.): ALL PENETRATIONS IN WALLS, CEILINGS, AND FLOORS TO BE SEALED WITH AN APPROVED FIRE MATERIAL. Cond: 18 (BLDG.): STAIRWAYS ARE REQUIRED TO MEET SECTION R311.5 OF THE 2003 IRC OR SECTION 1009 OF THE 2003 IBC. Cond: 19 (BLDG.): GUARDS ARE REQUIRED TO MEET SECTION R312 OF THE 2003 IRC OR SECTION 1012 OF THE 2003 IBC. Cond: 39 (BLDG): EMERGENCY ESCAPE AND RESCUE OPENINGS ARE REQUIRED TO MEET SECTION R310 OF THE 2003 IRC OR SECTION 1025 OF THE 2003 IBC. Cond: 40 (BLDG): (MFR/COMM) FIRE ALARM REQUIRED PER NFPA 72. Entry: 05/30/2007 By: McGee Action: AP Cond: CON0009016 DEFFERED SUBMITTAL ITEMS REQUIRED TO BE SUBMITTED FOR REVIEW AND APPROVAL PRIOR TO INSTALLATION OR CONSTRUCTION OF THOSE ITEMS. Cond: CON0009017 SPECIAL INSPECTION REPORTS MUST BE SUBMITTED FOR REVIEW AND APPROVAL PER IBC CH 17. SEE STATEMENT OF SPECIAL INSPECTION Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Entry: 05/30/2007 By: McGee Action: AP TOWN OF VAIL, COLORADO Statement Statement Number: R080000276 Amount: $8,291.25 03/13/200802:40 PM Payment Method: Check Init: LC Notation: #1024 /CASCADE RESIDENCES INC. Permit No: B07 -0011 Type: NEW MULTI -FAM BUILD PERM Parcel No: 2103 - 121 - 1400 -5 Site Address: 1310 WESTHAVEN DR VAIL Location: 1310 WESTHAVEN DRIVE Total Fees: 145,400.69 This Payment: $8,291.25 Total ALL Pmts: 145,400.69 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - - -- ------------------------ - - - - -- ------ - - - - -- BP 00100003111100 BUILDING PERMIT FEES 1,825.00 PF 00100003112300 PLAN CHECK FEES 6,466.25 APPLICATION WILL NOT BE ACCEPTED IF INCO PLETE OR UNSIGNED ' �_U 1 1> 1 Building Permit #: � 970 - 479 -2149 (Inspections) T0WNoVlkl 13 :9 O TOWN OF VAI BUILDING PERMIT Separate Permits are required for electrical, plumbing, mechanical, etc.! 75 S. Frontage Rd. Vail, Colorado 81657 ** *All Revision submittals must include the Field Set of approved plans. No further inspections will be performed until the revisions are approved. * ** CONTRACTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact and Phone #'s: 17. 399• o Y7 Y NJf Z- & 1 - 4 RJR o Cj�a. 668 , y�oo ,c4/i ATTENTION: JOE, JR, CHARLIE, GREG, CHRIS Contractor Signature: " rT MM,Id COMPLETE REVISIONS E VALUATIONS FOR BUILDING PERMIT (Labor & Materials) REVISED AMOUNT: aTo ELECTRICAL: $ OTHER: $ Address: Po IS ox 0,5 �dW�,at .t (� 8 r 6 i L PLUMBING: $ EngineerQide/ L., i 0164' S MECHANICAL: $ REVISED TOTAL: $ (x` o For Parcel # Contact Fanle Countv Assessors Office at 970 -328 -8640 or visit www.eaale- countv.com Parcel :# 2l 0 3 f r/ hoo 5 Job Name: ✓p U GP SGAIC APC 4, C44Z s Job Address 131. wf, S FtnadC clrtd w Legal Description Lot: Block: Filing: Subdivision: Owners Name: dceota ,ogG Address. Phone: e r , Po 8pc 115- Vp►ty Co t 658 Architect/Designer: R.vLO p C Address: Po IS ox 0,5 �dW�,at .t (� 8 r 6 i L Phone: 9Z G -16 2 21 EngineerQide/ L., i 0164' S Address: Phone: REASON FOR REVISIONS: No &UV' d -N AA4t-d- z' 4A4iftS4G(, kNf S — 1 lG%Ao s 11 — N +� (t(. C7kKA- Work Class: New( ) Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other ( ) Work Type: Interior ( ) Exterior ( ) Both i= Does an EHU exist at this location: Yes( ) No( ) Type of Bldg.: Single- family ( ) Two - family ( ) Multi- family ( ) Commercial ( ) Restaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood /Pellet ( ) Wood Burning ( ) No/Type of Fireplaces Proposed: Gas Appliances Gas Los Wood /Pellet Wood ALLOWED Does a Fir6 Alarm Exist: Yes( ) No ( ) Does a Fire Sprinkler System E e o' ********************** * * * * * * * * * * * * * * * * * * * * * * * * * * *G(1R (1F'Flr'F I ICF (10111 Y * * * * * * * * * * * * * * * * * ** * * **+tY+t * * * * * * * * * * * ** Date Receiv Permit Fee (10): - Plan C (80): Acce pted By: P ermit Fee (11): Plan Ck Fee Outsourced Terms:` � f L F: \cdev\ FORMS\ Permits \Building \building_revisio n_4- 18- 2007.doc Page 1 of 1 4/18/2007 Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970 - 479 -2138 FAX 970- 479 -2452 www. vailgov.com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: Response from RKD_ Architects. Inc — January 14, 2008 TO: Contractor /Applicant Architect Weitz Company RKD Architects Inc. Barry Monroe proj #04070 FAX /Email #: barry.monroe @weitz.com sally @rkdarch.com NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 3 Chris Gunion, Building Plans Examiner Stan Hahn, Electrical Inspector 01/09/08 B07 -0011 Cascade Village Theater Inc. 1310 Westhaven Drive Vail, CO R- 2 /S- 1 /S- 2 /M /A /B I -B 6 355500 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, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2005 National Electrical Code as modified and adopted by the Town of Vail. The following comments will need to be addressed prior to issuance of a building permit; For processing: • Please submit four complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans For commercial or multi - family_, projects all sheets of the plans must be stamped. Review comments for revised plans and documents submitted for review December 18 2007 Submit an updated defeered submittal item list. The list dated May 9, 2007 is no longer valid. • See attached revised deferred submittal letter. 2 Submit complete, updated construction staging plans showing compliance with all applicable sections of IBC ch 33. • See Staging plans to be submitted by Weitz (contractor) separately. 3 Submit a revised, updated ComCheck report • The envelope of the building has not changed in any way that would affect the ComCheck and, therefore, the original ComCheck remains valid 4 Provide complete updated micropile plans specifications and calculations coordinated with the revised structural plans. • As noted on the attached memo from Redwine Engineers no changes to micropile design is necessary. V/5 Revise unit 206, bathroom 237. The 30 "x48" clear floor space at the tub does not comply with ANSI 117.1 1998 1003.11.3.2.3.1. A8.20 • The FHA - ej `B' ba has bee change to be the Mast bath. Se A8.20 and A8.21. ---j Revise storage room doors 202, 203, 205 to comply with IBC 1005.2. A2.20 • Door 202 has been changed to swing in • A dimension of T -8" clear has been added to the space at door 202 • Doors 203 and 205 have the required half dimension of 22" between them in any position '7 I Revise storage room doors 35 -40 to comply with IBC 1005.2. A2.20 • Doors 36 37 and 38 have been changed to swing in. Revise doors 08, 17 and 18 to comply with IBC 1008.1.4. A2.01- • Elevations for slabs are shown on C1 00 and have been revised to reflect a change to patio door from unit 102: stair, handrail and landing have been added and gate moved to south to achieve level with drive. Doors 18 has slab elevation same as floor slab with patio sloping away. -Provide interior clear space dimensions on water closet room 263 to show compliance with ANSI 117.1 19981003.11.3.1.2. A8.30 • Dimensions have been added to A8.30 Revise O.C3 to calculate common path of egress travel from Bedroom 349. • The common path of egress has in dicated for Ro om 349 on Sheet O.C3.. Revise O.C3 to label unit 304. Plans show 304U. • The correction has been made on O.C3 L'J-2 Provide interior clear space dimensions on water closet room 350 to show compliance with ANSI 117.1 1998 1003.11.3.1.2. A8.31 • Dimensions have been added to A 8.31 13 Provide interior clear space dimensions on water closet room 309 to show compliance with ANSI 1 117.1 19981003.11.3.1.2. A8.40 # Dimensions have been 'added to A8.40 Provide interior clear space dimensions on water closet room 331 to show compliance with ANSI 117.1 19981003.11.3.1.2. A8.50 0 Dimensions have been add to A8.50 Revise the bathroom 428 clear floor space at toilet to comply with ANSI 117.1 1998 1003.11.3.1.2. 11� �, A8.70. The wood cabinet encroaches on the space. The close wall has b een moved and dimensions added to A8 16 Revise O.C4 to show common path of egress travel from the most remote point of the exterior deck area accessible from units 403 and 404. Clarify unit 403 and unit 404 deck access or separation. Update all applicable plans sheets. IBC 1013.3 There is a demising wall between the decks. Th has been clar on A8.90, and common path of e r� de been corrected_O.C4. 1,1 Amend A8.90 to show all clear floor space outlines at the type B bathroom and kitchen. Sheet A8.90 Floor space outlines have been turned on , Revise O.C5 to show "worst case" common path of egress travel from unit 404U bathroom 562. IBC 1013.3 The com path of egres has -been indicated for Room_ 62 o n O.G. Revise doors 7 and 10 to 45 minute per IBC table 715.3. These are in the 1 hour fire barrier wall. A9.10 45 minute ratin v�O Revise O.C1 to show 2 hour fire barrier walls between the exit passageway (hall 111) and the stair A vertical exit enclosure. Also show wall type tag on sheet A2.10 at this location. IBC 1019, 1020 m The 2 -hour barrier has been indicated on O.C1 Revise O.C1 to show 2 hour fire barrier walls between the exit passageway (hall 111) and the north commercial space 103. Also show wall type tag on sheet A2.10 at this location. IBC 1020 ® The 2 -hour barrier has been clarified on O .C1 and ca lled out on A 2.10 v /22 Revise O.C1 to show 2 hour fire barrier wall designation between the exit passageway (hall 111) and � 0 the Fire Command Room 112. IBC 1020 The 2 -hour barrier has been ,indicated _on..O.C1. 0 3 Revise O.C1 to show 1 hour fire barrier at wall between janitor's closet 116 and south commercial space. Also show wall type tag on sheet A2.10 at this location. IBC 302.3.2 The 1 -ho ur barri h be en in on O.C1 and the wall tag has „been adde to Revise O.C1 to show 1 hour fire barrier ski storage 105 and lobby 104 at the door 105 location. Also show wall type tag on sheet A2.10 at this location. IBC 302.3.2 The 1 - barrier ha been indicated on O.C1 and the wa ll ta has b een a to A2.10 V25 Revise door 250 to 20 minute rating. Revise A2.20 to show this door tag so that is can be clearly read. The revisions tag is over the door number. • Door 250 revised to 20 minutes Revise sheet A2.20 to clearly show door tag 205. • Door tag at door 205 has been cleared up 12'1 Revise sheet A2.20 to show wall type tag between storage room 209 and corridor. 1 hour fire barrier is required. IBC 1016 • Wall tag has been added to A2.2 0. ha been re vised to sho _h our barr 28 Revise sections and details to clearly show all deck guards to be a minimum of 42" in height above the deck. Multiple sheets. IBC 1012 • Althouah all auardrails that are tagged to a larger scale details end at one of four details (9/A7.10, 18/A7.30, 7/A7.30 and 4/A7.30) which call for a min of Y -6 ", we have added a note to 1/A4.40 "tvp. all guardrails and guard walls to be 42" high minimum ". i 29 Amend plans to show the proposed storage loft in unit 102 on 3/4.40. Clarify proposed ceiling heights. IBC 1208 • The proposed storage loft is not an occupied space The clearance is Y -10" + / -. See attached 3/A4.40 for dimensions. Include structural plans for the proposed storage loft in unit 102. IBC ch 16 • See attached revised S2.02 and S5.23 for loft framing. Dwg E1.1: The 1/0 cu grounding electrode for the new 400A meter stack is undersized. Should be 2/0 cu for the (2) 500kcmil Alum. NEC Table 250.66. • E1.1 has been cha nged. Verify the exits signs are LED, green letters /white background. 2005 NEC • See attached c ut sheet for„pro used exit,_sig_n _W wou ld like to_ use _t b rushed alum inum housing with green letters, b ut w ill use white painte if re Please advise. All equipment shall have a means for disconnect switch or cord /plug. 2005 NEC • Acireed. Theequip shall co m,ply. , Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F: \cdev \CHRISTERMIT.COMMENTS \607- 0011 \B07 -0011. owner. revisions. DOC e DX Series LED Exit Sign DX Page 1 of 1 AC Only or Emergency Operation Die Cast Aluminum Housing The DX Series is an upscale die cast aluminum LED exit which offers a thin profile design while providing technologically advanced characteris- tics. This premium exit integrates performance with aesthetics to meet unique requirements of architects and lighting designers. �. � � , s °� }� liter •# ,�1'41�s3 flt1)a� S LY�M,I Complete Fixture consists of base exit sign. Select options below. How to Specify: DX 0 0 Model Number Letter Mounting Enclosure Battery Series of Faces Color Color DX 1 R =Red C = Ceiling/End A= Brushed Aluminum N =NiMH 2 G =Green W =Wail W =White Bank= AC only B = Black Features 1. Illumination: Illumination is accomplished with either AIInGaP(Red) or InGaN(Green) high output Light Emitting Diodes. LEDs and supporting elec- tronics have an expected life of 25 years. Proprietary internal molded - acrylic panel (thickness: 0.45 ") for even illumination. 2. Housing: Die cast aluminum construction with NFPA -type field selectable chevrons. Available in brushed aluminum, white, and black 3. Mounting: For surface ceiling and end mounting applications a canopy, which utilizes a quick connect locking system for secure installations, is pro- vided. Also available in a wall mount version for direct surface mounting. 4. Standard Self- Testing /Self- Diagnostics: Unit runs an internal test every five seconds for secondary voltage, charge current, battery voltage, and LED illumination. Performs automatic 1 minute discharge test every 30 days and 30 minute discharge test every 180 days meeting and exceeding UL 924 and NFPA 101 requirements. The Infrared Option allows a remote control to initi- ate a 5 second and 30 minute self -test in addition to the standard 1 minute and 90 minute manual test capability. 5. Electronics: 120 /277 VAC dual voltage input. Microprocessor controlled charge, transfer and monitoring system. Charging system is complete with low voltage disconnect, AC lockout, and brownout protection. Self powered units include an AC indicator /systems status lamp and manual test switch. 6. Battery: Maintenance free, sealed nickel metal hydride battery with 10 year life and an operating temperature between 14 °F ( -10 °C) and 113 °F (45 °C). NiMH battery is a non - toxic, environmentally friendly product which is recy- clable. 7. Input Power Requirements: AC Only — Red: 1.29W; Green: 2.20W Emergency Operation —Red: 3.16W; Green: 3.00W Warranty Electronics:3 years, Battery: 5 years full, 5 years pro -rata. Code Compliance U.L. 924 listed, NFPA 101 Options = Infrared Remote Sensor 1 F = Flashing Emergency Z= Audible Emergency X = 24 VDC Fire Alarm Interface 6V = 6 VDC Input 2 12V =12 VDC Input 2 Notes: 1. For use with remote control which is ordered separately. Item number: IRemote 2. For use with AC only models. Accessories IREMOTE - Infrared remote Control Type: Job Name: Cat. No.: Lamp(s): Notes: Lightolier a Genlyte Thomas Company www.lightolier.com 631 Airport Road, Fall River, MA 02720 • (508) 679 -8131 • Fax (508) 674 -4710 We reserve the right to change details of design, materials and finish. © 2002 Genlyte Thomas Group LLC (Lightolier Division) • B0303 1 1 m Redwine Engineers Inc. Structural Consultants MEMORANDUM January 11, 2008 TO: Jack Armitage, RKD Architects, Inc. FROM: Mark Milliken SUBJECT: VCR Residences — Re: Building Safety and Inspection Services Plan Review Comments Redwine Engineers, Inc. has, at your request, reviewed the Building Dept. comments for the issue of the "Revised Permit - Delta 9 - 12/14/07" drawings for the residences at Vail Cascade. We are responding to comment #4 concerning updated micropile plans specifications and calculations. The revisions made to the construction drawings for the issue of "Revised Permit - Delta 9 - 12/14/07" do not change the micropile criteria, designs, or locations. We propose that new micropile plan specifications and calculations are unnecessary and the issued "Revised Permit - Delta 9 - 12/14/07" micropile data is acceptable. If you have any questions, please contact our office. ! RF, 1 3673 2' v cc: 06021 700 17 Street, Suite 1900 Denver, CO 80202 (303) 575 -9510 phone (303) 575 -9515 fax 0150 East Beaver Creek Blvd. A204 Avon, CO 81620 — P.O. Box 8009 (970) 748 -0711 phone (970) 748 -0722 fax architects, inc January 15, 2008 Chris Gunion Town of Vail 75 S. Frontage Road Vail, CO 81657 RE: Cascade Residences - Deferred Submittal List Dear Chris: Per comment 1, the following is the deferred submittal list for Cascade Residences: 1. Firestopping — Shop drawings will be submitted showing the required assemblies based upon code requirements and the specification section 078413, Penetration firestopping. The submittal should be ready around the beginning of May. 2. Specification of Finishes that require a maximum flame spread will be submitted at the beginning of April 3. Skylights — The skylight shop drawings will be stamped for wind loads and structure for self supporting skylights and cover code required glazing. It should be ready about mid to late June. 4. Shoring of the wall at North side of bldg — Will be stamped for structural design and show relationship to utilities. It should be ready by the beginning of March. , + Cot �\� B 3 1 ra RI<D Architects, Inc. Design and Construction 137 Main Street Suite G004 -- P.O. Box 5055 - Edwards, Colorado 81632 (970) 926- -2622 - (970) 926 -9822 fax - www.r d arch cori"`s S T HA1fJNWILSON s I�NC CASCADE RESIDENCES VAIL, COLORADO MICROPILE SPECIFICATIONS I % a i [] ;- VIEWED ❑ REVISE AND RESUOMIT =CTED FURNISH AS CORRECTED Correct c- or onments made on the shop drawings during this review do not relieve contractor from compliance with requirements of the drawings and specifications. This check is only for reveevi of g eneral conformance wig the design concept of the project and general compliance with the infOrmObOm given in the contract documents. The contractor is responsible for confirming an: correlating all qu4itities and dimensions; selecting fabrication processes and techniques of con: :ruction; coordinating his w: rk with that of all other tmdea; and performing his wo: in a safe and satisfactorY r ,anner REDWINE ENGINE'RS INC. Date Q BY CHECKED BY CHRIS KERAN THE %A/FIT7 rnnnAeNY APR 0 4 2007 in W 1 r rr 23 -1- 01069 -020 SECTION 0001 MICROPILES PART 1- GENERAL 1.1 GENERAL A. This work shall consist of constructing micropiles as shown in the Plans and as specified herein. The Contractor is responsible for furnishing all materials, products, accessories, tools, equipment, services, transportation, labor and supervision, and manufacturing techniques required for installation and testing of micropiles and pile top attachments for this project. B. The Contractor shall select the micropile installation means and methods and, confirm the estimated ground -grout bond value by testing. The minimum micropile and casing diameters are shown on the Plans. The micropile load capacities shall be verified by verification testing and must meet the test acceptance criteria specified herein. 1.2 SYSTEM DESCRIPTION A. The following conditions will require special attention: 1. Cobbles and boulders may be encountered during drilling. 2. Caving soil may be encountered during drilling. Existing fill may be encountered. Use appropriate installation methods to stabilize the holes. 3. Water bearing layers may be encountered. Use appropriate installation methods to stabilize the holes. 4. Install micropiles so that ground loss or densification and resulting settlement does not damage existing structures, pavements, utilities, or other facilities to remain. 1.3 EXISTING SITE CONDITIONS, UTILITIES, AND UNDERGROUND OBSTRUCTIONS A. The Contractor shall verify all existing dimensions and site conditions. The Contrac- tor is responsible for field locating and verifying the locations and depths of all utili- ties and underground obstructions prior to starting the work. The Contractor shall no- tify the Engineer of utility conflicts and seek approval to shift micropile locations. B. The Contractor is responsible for removing abandoned utilities and other underground obstructions that may interfere with the installation of micropiles. 23 -1- 01069- 020 - micropiles- Specs.doc 23 -1 -01069 -020 0001-1 Micropiles 1.4 CONSTRUCTION QUALITY ASSURANCE A. The Contractor will monitor all aspects of micropile wall construction. The Contractor will perform material conformance testing as required. PART 2 - PRODUCTS 2.1 GENERAL A. The Contractor shall furnish materials new and without defects. Defective materials shall be replaced at no additional cost. Materials for micropiles shall consist of the following: 1. Admixture for Grout Admixtures shall conform to the requirements of ASTM C494 or AASHTO M194. Admixtures that control bleed, improve flowability, reduce water content and retard set may be used in the grout, subject to the review and acceptance of the Engineer. Admixtures shall be compatible with the grout and mixed in accordance with the manufacturer's recommendations. Expansive admixtures shall only be added to the grout used for filling sealed encapsulations and anchorage covers. Accelerators are not permitted. Admixtures containing chlorides are not permitted. 2. Bar Tendon Couplers if required, shall develop the ultimate tensile strength of the bars without evidence of any failure. 3. Cement All cement shall be Portland cement conforming to ASTM C150 /AASHTO M85, Type H. 4. Centralizers and Spacers Centralizers and spacers shall be fabricated from schedule 40 PVC pipe or tube, steel, or material non - detrimental to the reinforcing steel. Wood shall not be used. Centralizers and spacers shall be securely attached to the reinforcement; sized to position the reinforcement within 3/8 inch of plan location from center of pile; sized to allow grout tremie pipe insertion to the bottom of the drillhole; and sized to allow grout to freely flow up the drillhole and casing and between adjacent reinforcing bars. 5. Fine Ag-re -;ate If sand- cement grout is used, sand shall conform to ASTM C144 /AASHTO M45. 6. Grout Neat cement or sand/cement mixture with a minimum 3 -day compression strength of 2,500 psi and a minimum 28 -day compressive strength of 4,000 psi per AASHTO T106 /ASTM C109. Limit water- soluble chloride -ion content in hardened concrete to 0.15 percent by weight of cement. 7. Grout Protection Provide a minimum 1 -inch grout cover over bare bars (excluding bar couplers). 8. Non- Shrink Grout: The mixture shall meet ASTM C928 R3 and have a minimum 24 -hour compressive strength of 5,000 psi per AASHTO T106 /ASTM C109. 9. Reinforcing Bars Reinforcing steel shall be deformed bars in accordance with ASTM A615, Grade 75. When a bearing plate and nut are required to be threaded onto the top end of reinforcing bars for the pile top to footing anchorage, the 23 -1- 01069- 020 - Micropiles- Specs.doc 23 -1- 01069 -020 0001-2 Micropiles threading may be continuous spiral deformed ribbing provided by the bar deformations or may be cut into a reinforcing bar. If threads are cut into a reinforcing bar, the next larger bar number designation from that shown on the Plans shall be provided, at no additional cost. 10. Water Water used in the grout mix shall conform to AASHTO T 26 and shall be potable, clean, and free from substances that may be injurious to cement and steel. PART 3- EXECUTION 3.1 EXCAVATION A. The Contractor shall coordinate the work and the excavation so the micropile structures are safely constructed. Perform the micropile construction and related excavation in accordance with the Plans and approved submittals. 3.2 MICROPILE ALLOWABLE CONSTRUCTION TOLERANCES A. Centerline of piling shall not be more than 1 inch from indicated plan location. B. Axial alignment of the piles shall be within 2 percent of total - length plan alignment. C. Top elevation of pile shall be plus 1 inch or minus 2 inch maximum from vertical elevation indicated. D. Centerline of reinforcing steel shall not be more than %2 inch from indicated location. 3.3 MICROPILE INSTALLATION A. The Contractor shall select the drilling method, the grouting procedures and the grouting pressure used for the installation of the micropiles. The Contractor shall also determine the final drillhole diameter. The minimum outside diameter of casing and drill hole diameter are shown on the Plans. If replacement micropiles are needed because installed micropiles are unacceptable, location of the replacement micropile(s) shall be approved by the Engineer. 3.4 DRILLING A. The drilling equipment and methods shall be suitable for drilling through the conditions to be encountered, without causing damage to any overlying or adjacent structures or services. B. The drillhole must be open along its full length to at least the design minimum drillhole diameter prior to placing reinforcement and grout. Temporary casing or other approved method of pile drillhole support will be required in caving or unstable ground to permit 23 -1- 01069 - 020 - micropiles- Specs.doc 23 -1- 01069 -020 0001 -3 Micropiles the pile shaft to be formed to the minimum design drillhole diameter. The Contractor's proposed method(s) to provide drillhole support shall prevent detrimental ground movement; detrimental ground movement is defined as movement that requires remedial repair measures. C. Flush (water or air) and drill micropiles. Use of drilling fluid containing bentonite is not allowed. D. Install micropiles so that the permanent casing is tight against the surrounding soil. E. Drill so that the micropile is not moved out of horizontal alignment or out of specified inclination. 3.5 PIPE CASING AND REINFORCING BAR PLACEMENT AND COUPLING A. Reinforcement shall be placed prior to tremie grouting. The reinforcement surface shall be free of deleterious substances such as soil, mud, grease or oil that might contaminate the grout or coat the reinforcement and impair bond. Pile cages and reinforcement groups, if used, shall be sufficiently robust to withstand the installation and grouting process and the withdrawal of the drill casings without damage or disturbance. B. The Contractor shall check pile top elevations and adjust all installed micropiles to the planned elevations. C. Centralizers and spacers (if used) shall be provided at 10 feet centers maximum spacing. The upper- and lowermost centralizer shall be located a maximum of 5 feet from the top and bottom of the micropile. Centralizers and spacers shall permit the free flow of grout without misalignment of the reinforcing bar(s) and permanent casing. The central reinforcement bars with centralizers shall be lowered into the drill hole to the desired depth without difficulty. Partially inserted reinforcing bars shall not be driven or forced into the hole. Contractor shall redrill and reinsert reinforcing steel when necessary to facilitate insertion. D. Lengths of casing and reinforcing bars to be coupled shall be secured in proper alignment and in a manner to avoid eccentricity or angle between the axes of the two lengths to be coupled. Threaded pipe casing joints shall be located at least two casing diameters (OD) from a coupler in any reinforcing bar. When multiple bars are used, bar couplers shall be staggered at least 1 foot. 3.6 GROUTING A. Micropiles shall be grouted the same day the load transfer bond length is drilled. B. Prior to grouting, the drillhole shall be flushed with water and/or air to remove drill cuttings. 23 -1- 01069 -020 - Micropiles - Specs.doc 23-1-01069-020 0001-4 Micropiles C. The Contractor shall use a stable neat cement grout or a sand cement grout with a minimum 28 -day unconfined compressive strength of 4,000 psi. Admixtures, if used, shall be mixed in accordance with manufacturer's recommendations. The grouting equipment used shall produce a grout free of lumps and undispersed cement. D. Contractor shall have means and methods of measuring the grout quantity and pumping pressure during the grouting operations. The grout pump shall be equipped with a pressure gauge to monitor grout pressures. A second pressure gauge shall be placed at the point of injection into the pile top. The pressure gauges shall be capable of measuring pressures of at least 150 psi or twice the actual grout pressures used, whichever is greater. The grout shall be kept in agitation prior to mixing. Grout shall be placed within one hour of mixing and shall be installed without significant interruption. If significant interruption occurs, replace the micropile or install a new replacement micropile at a location approved by the Engineer. The grouting equipment shall be sized to enable each pile to be grouted in one continuous operation. E. The grout shall be injected from the lowest point of the drillhole and injection shall continue until uncontaminated grout flows from the top of the pile. The grout may be pumped through grout tubes, casing, or drill rods. F. First place grout into the borehole using tremie methods. Tremie grout the borehole completely prior to pressure grouting. Fill the pipe casing with grout without voids from bottom to top of the micropile. Make provisions for checking the grout level in place at the end of each stage of grouting. G. Temporary casing, if used, shall be extracted in stages during primary grouting ensuring that after each length of casing is removed the grout level is brought back up to the ground level before the next length is removed. Additional grout shall be placed by the use of a tremie pipe at all times. The tremie pipe shall always extend below the level of the existing grout in the drillhole. H. The grout pressures and grout takes shall be controlled to prevent excessive heave or fracturing of rock or soil formations. Upon completion of grouting, the grout tube may remain in the hole, but must be filled with grout. I. Install casing so that it is above the base of the existing footing. J. Allow the grout within the micropile to attain 4,000 psi strength prior to load testing. Determine adequate strength by compression tests. 3.7 GROUT TESTING A. During production, micropile grout shall be tested by the Contractor for compressive strength in accordance with ASHTO T 106 /ASTM C109 at a frequency of no less than one set of three 2 -inch diameter grout cubes each day of operation or per every 10 piles, whichever occurs more frequently. The compressive strength shall be the average of the 3 cubes tested. 2.3 -1- 01069 - 020 - Micropiles- Specs.doc 23 -1- 01069 -020 0001-5 Micropiles 0 1 AXIAL LOAD TESTS V\o-Ar r e t ";I V - 4pe— 7P 1 0 A. One proof test shall be performed on the first set of production piles installed at that designated footing. The total number of proof tests shall be approximately 5% of the total number of production piles to be installed. B. Provide testing equipment with a movement - measuring device with a sensitivity of 0.001 inches of displacement. Provide a movement - measuring device with a minimum travel of 6 inches. Align the dial gauge so that its axis is. within 5 degrees of the axis of the micropile being tested. Use a hydraulic jack and pump to apply the test load. Use a jack and pressure gauge calibrated by an independent testing laboratory as a unit with the pressure gauge graded to allow 10 kip increments. Use the pressure gauge to measure the applied load. . C. Load the proof test micropiles until 167 percent of design load is reached, or until the micropile exhibits continuous movement at constant load. Proportion any associated steel testing apparatus such that the maximum stress does not exceed 80% of the ultimate strength of the steel. Position the jack at the beginning of the test such that unloading and repositioning of the jack during the test will not be required. D. Perform the micropile proof test by incrementally loading the micropile in accordance with the following schedule. AL = Alignment Load DL = Design Load LOAD HOLD TIME 1 AL (0.05 DL) 1 minute 2 0.25 DL 1 minute 3 0.5 DL 1 minute 4 0.75 DL 1 minute 5 1.00 DL 1 minute 6 1.33 DL 60 minutes ( Creep Test Load Hold 7 1.67 DL 1 minute (M aximum Test Load 8 AL 1 minute The test load shall be applied in increments of 25% of the DL. Each load increment shall be held for a minimum of 1 minute. Pile top movement shall be measured at each load increment. The load -hold period shall start as soon as each test load increment is applied. The proof test pile shall be monitored for creep at the 1.33 Design Load. Pile movement during the creep test shall be measured and recorded at 1, 2, 3, 4, 5, 6, 10, 20, 30, 50, and 60 minutes. The Alignment Load shall not exceed 5% of the Design Load. Dial gages shall be reset to zero after initial Alignment Load is applied. E. The acceptance criteria for micropile proof load tests are: 1. The pile shall sustain the first 1.0 DL test load with no more than 0.25inch total vertical movement at the top of the pile, relative to the position of the top of the pile prior to testing. 23 -1- 01069 - 020 - Micropiles - Specs.doc 23 -1- 01069 -020 0001 -6 Micropiles 2. At the end of the 1.33 DL creep test load increment, test piles shall have a rate not exceeding 0.04 inches /log cycle time (1 to 10 minutes) or 0.08 inches /log cycle time (6 to 60 minutes). The creep rate shall be linear or decreasing throughout the creep load hold period. 3. Failure does not occur at the 1.67 DL maximum test load. Failure is defined as load at which attempts to further increase the test load simply result in continued pile movement. F. If a proof- tested micropile fails to meet the acceptance criteria, the Contractor shall immediately proof test another micropile within that footing. For failed micropiles and further construction of other piles, the Contractor shall modify the design, the construction procedure, or both. These modifications may include modifying the installation methods, increasing the bond length, or changing the micropile type. Any modification that necessitates changes to the structure shall require the Engineer's prior review and acceptance. At the completion of verification testing, test piles shall be removed down to the elevation specified by the Engineer. 3.9 MICROPILE INSTALLATION RECORDS A. The Contractor shall prepare full - length installation records for each micropile installed. A separate log shall be provided for each micropile. The records shall include: 1. Micropile number and location. 2. Type and size of casing. 3. Type and size of central reinforcing steel. 4. Actual top and bottom elevations of micropile. 5. Total bond length and total no -load length. 6. Total micropile length. 7. Minimum and maximum pressure recorded during grouting. 8. Description of unusual installation behavior or conditions. 9. Other data that may be useful in evaluating the micropiles. 10. Grout quantities pumped into the micropiles. 11. Amount and location of groundwater encountered. 12. Any deviations from the dimensions or locations shown on the drawings. 13. Time and dates of drilling and grouting micropiles. END OF SECTION 23 -1- 01069- 020 - Micropiles- Specs.doc 23 -1- 01069 -020 0001-7 Micropiles A"111 T NON &WILSON, INC CONSULTANT CASCADE RESIDENCES VAIL, COLORADO DESIGN CALCULATIONS oft . n• i r a R R ! r7 L'r +1`D CJ REVISE AND RESU3MIT C ' ,, :CTED I FURNISH AS CORRECTED c rrec:.c: r :.r gents made on the s drawings dur;ng this revicw do nct rrolieve c' ?r from compliance with requirements of the drawings and sped'' cotixs. This check is only for review of general conformance with the design concept of the project and general compliance with the information given in the contract documents. The contractor is responsible for: confirming and correlating all qua..tities and dimensions; selecting fabrication processes and techniques of cons uction; coordinating his wc with that of all other trades; and performing his wcr:, in a safe and satisfactory n REDWINE ENGINEERS INC. Date « /v l By <a CHECKED BY CHRIS KERAN TN= tNCiT7 r-nA4DA APR 0 5 2007 This check does not iii aaiy .�,.ne subcontractor or su plierofitscontracturalresponsibilltiesincludingMhoutlimi- tah all of, its responsibility to verify accuracy of quantifies aqd dimensions. Subrritfal # - �� U C C O C O C C N L m UA cu E rr�^ vJ 0 co . 0 c U G N Q) U C co N N Z3 t6 U co m U Uf C N w N 00 cc N 00 (N N N 00 00 00 00 00 00 00 00 00 0o N co N N 0 LO W LO O Ln LO U) (D (D w co w co (D (D 0 (D LD CO u) N N Q N _ O�- d'a0N �MNI�r �tir-N� Sao OtiO w a It (D M (O N LO u) CO to U) (D (D (D (D (D 0 0 v Ln LO O J O N o .Q O M M (D 00 v ao ao CD V (D M �t s A t r© M �Y O z N.00 M a) O .N O Q- �N V Ln N 00 0o M 1-- 00 NI`000)� r O N LO O0)O0O) 0) (D (D LO 00 rr 0) 1- C) C) 0) ti O O • - N (`0 N JY r-�- r-r-N �YMd' N� ''N(MNM r-N E N = O E J D ' "t � 00 N [ O Cl) O N r cV M CO CO 00 O O X (Q 1- Ln LO (D IT N r N N M 'It 14 (D i- N tt M Ln M LO M 0) 00 LO M d' N M 't- 0) N N 1- O N H E . � LO LO LO 1` �� N N qt u) LO u) V) N NNN N N p 0N� N O O M ) Ln u E C) C) O O CL0-j Lo I- N 1- N- qT O O 4 (O N N N N 04 N O MM CD qt I-td•d ' N E N O N N N N N N c N O O LL �U U " N m o a) U (D co (D (D (O (D O (D (D (D (D (D (D (O CD (D LO 00 (D U � (.0 E C o (u `. o tL rn c � o o O Q LO LO LO LO u) 1- L) Ln Lo LA LO LO LO LL. 0) LL u) (DNM(ON NN N N CIA N(V t U) U) NNN O C (n N M u) T- M O O 6 M N (D O CV N N CV O N N p O C) C ••' M N M Cl) 1-- O qt It It It N N M O N x CD W C N C Y )C M i M �M I CY) LO LO N N NNNOO N LALn 1l- P- LO t X v W � rn a) C o- inF�' YYQUOo =2 =tin JJ x rn ' W LL O O M tf) CD f� 00 N N W �- 00 - r r r co �t r O �- �- N CM r r M r r N O (O - - — — — — 22 =Z2 00000 U-L.L W W W O N O i O O O r O r M N q m E E C . 0 N .Q O `0 2 M1�1 y JOB NAME (ASUAOV 2 tQ JOB NO . 23.1 - GiM - 02.0 SHANNON & WILSON, INC. SUBJECT 06"44 CR,C DATE S -U -0 Ge0t0Mnical and Environmental Consultants BY CHIC SHEE M yA IL P r IJrs1 1 F40F) 4lNjWR20 15AV -%(k OA ocl ttiitR4Ptl Y TE S C.flrjov\C qg) . 4T VAik- PLAIp IAOUL, P���s �o' �o•J ft%t(..3 Lno - 1J h- (A4.L6V++i4L6 %tt,1%"NAlt LOAD = '',t,\ 4; WL UrJo% C0nIY,SSij6 Oi: SA404 SIlf,,\A J s1t��1 CK Qr0,S FUR IgQV-4 - tu -� heetAk- To CLOSEL-i tkk tnftL� .IiltaT dr 80e�►��S OAK�n� Y r1 Y+1� C�aSc�o tz�5�4. M �; f 30 tow uri : 6,11 � ) 4 "1%0 1tiq.4 S FER. 7. 1s*" o : 1.9gb kopt cY'AglI - 1.00\ is -- 21 p s) U - 6 %&T - -0-0\40 60 4 1 u--0/ 1.16 C.01 k'A L i 1 pS 1 (.2p1A1 -I0- CeDjAe. 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SUBJECT OCS IL j L Ht,CS OATS Geotechnical and EmAronmental ConsuttantS BY Am - %4 CHIM SHEET of 1p FROM �4C�"31Y 11."1,H:.Z., S14LAk Svtedcjvv t$ GtUpn) AyS 0 'T"t 141914\1\ 0A twl is - 2u. O g�LA*s1. LV1 r -1i_ I N 11 AC �XLSS+J(, c- l tN b wk%,L .6 ► a t x&A\L\ - LtY) ruk 141 %S (orjrjV L i 1 at.) , o *j'-y lN c lit cu►�� =�,n �Nc ��L KErA aF 1lAt IAO LI•, (. ' v\kOAUH -(kit 1~001t w►LL 6C C44S -OLAtO . 1.0 Q- StikA2 Usk. - Sv o- s lk�t cnNcekTt.�. \ 41 \ ' Al k., ft� ' � Q t co�c,2�t� R¢S�S`C � S 11��►!�_ . 1Ct - `10tl�s: r�R Nac,�A� wEtLi -1� cuNt.tZ�-�� cfls � RcRiNS'� R to L ef4ct Rau4tt1Lr4i.0 10 A�P4�'Su14U ot - �. HAPL%to TO U vk- `111x1115 1"t ALLaw►YSL� Qli5k +.1 LOP XJ (J\�). ftP- SU - 110+ �1 .3.2.�, t � =Q1S w R S 4,1 T0 414(J. LOAQ vAGZDA.i qQt kP PL% kj) Ifd OLco q�N� LNt LO g4S vuR_J%Ae � A^?q � SSS, f0� QL�r) LlDbOS z�k Logrj. > ALTOrk \!S � ANa r-ok L.i+ �• LOA4S 1� u Ak LWC %.UAos �UQ "At 4ASUjQr UL - - ( 1.NL S Q1� 4�'� .W�tiN S��SB�e G� �tltr. Pt.pe ( OP;OS. A#4 �IMAa 6G LOAD f - F4002 01F ( 1.S tA+J DE 'A ktO F-Dt UIIN prRr-) ANO fret �� ��N����ti�3 '�cat, ��= Spt -��`l Cv►� 4� bk��sZq�w�j 1'S ` � Wk1�,'2L Lti '� LDgO taLyOQ - d.�S sie��t�+a QLON1,►ic� ��AL o� 1�� VALNK or k, SV4'AL -0 +3 r. ir %ALL13 6I f& 10 6,vg AJ A( V30-J claOS tt'tvjv� IH6 NON- L►i4.W Gkov(C t CNINLN�0 lu1.Sj te► L varvt �a : zOQ�c� CAS �-- q�LOw�,sL� r H>r�Q LDA� - 1N201,t p H . r o UT1Nb �10 JOB NAME r A S(-AOU LILSIOD, JOB NO. 23 -1 -DIM- OZO SHANNON & WILSON, INC SUBJECT 4t�.S►l,J (.at oS DATE 1 -24 -0 Geotedmlcal and Erwlrontmrda) Comm tants BY Pl { H CHK'D SHEET of - !a_ cll. lIN6 F001 +'j - M►MOPM to 40-1 (o wl , St kip Ol•w".3 LOAD V : 0 .7X0 A o - = t w vo oo-os +q 4 A lkit n Of t►k1r "OLr JAR.M 1W9, V- 00T10 la tS 0 col H o lw V:d0'Y1n1L+ P uSL C -- (. � ft c n +�►t�u,r�, wo�c+�+6 ta►�1�Nt�55 sari S� �.: L.o�o 1S 13,g" = 1.1S� 1H►S %6 -) t - t IMNt%S Mkk-% "k tiNL" (2L 1 - lp Ok'�%bty LGI)O FOOY►Nt, w► "w lWt l';xt�,p'S o� T - ABU C-11 w�+c�} qu,tt o�t,y �� tH +tK, Pt'YZ t11� rst(.a,op OtrSt6J lt%LC TtiE K%CUPIlt LOP0S Aft - C 1aPi 0 2Lk - .p s LOA ° `1 ° 11ti, P S t 14kCV, t -0 6S �l )�dLt IV t'APP +R i►il%r,_LaAUZ apt 0 '0b,4f-j. 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Z3 )-0 106 SHANNON & WILSON, INC SUBJECT OlS ► 6n1 Gy L(,S BATE 3 -t-g - C G®OUK* and EnAwnmenhd Consultants BY CHKV SHEET of co f-J . so [oN t FUR F�t�: CZ tr C. -'1� • ' RL'SNb C„ \ 4 � S^I t: �S�. f'`t �N1t,iG..J�SS } S 1` x TOWNOF V A Department of Public Works & Transportation 1309 Elkhorn Drive Vail, CO 81657 970 - 479 -2158 Fax: 970 - 479 -2166 www. vailgov.com MEMO To: Chris Gunion, TOV From: Chad Salli, Project Engineer Re: Cascade Residences Building Permit Submittal Date: 12/28/07 The Town of Vail Public Works Department comments for the Cascade Residences Project are as follows: 1. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways, Town owned land. 0K.. Weitr slia lt_mil,�:.._necessat��:'...p rnl t4.,. 2. Per the PEC conditional approval for the variance of the garage access width, the applicant shall propose and install a Traffic Engineered solution for access control of the 2 -way 12' wide garage access. Please provide proposed solution. • '1 "he controllers are shown on plans. The approach is to have entrance keypad in drive so the car doesn't block entrance until door opens. 3. Shoring plan shall be submitted prior to release of building permit. Shoring plan shall show cross - sections every 50' with field verified elevations of existing utilities. If proposed soil nail shoring is approved, they shall be detentioned and not required as a structural member once the foundation wall is built. 0 `�I(. r I)g lr gtr 5 tre ctst c t�1le b �t�tr desigji. d l�v tbe. sl�ori,r g uont� �c..tor and shall bi. aubn��tted 1E )r _. .. ..... .. ... a pproval on or around. March I ''' We are ivgtic tin, this item as a deferred sLibt- nittat, 4. If the proposed soil nail shoring is approved, a license agreement will need to be fully executed prior to installation. W t_)K.. 5. Is the hotel water service still planned for relocation? Please submit plans if it is to be relocated. a Yes Plc<z_�,�. pltia from 1'c �.� :z rr Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970 - 479 -2138 FAX 970 - 479 -2452 www. vailgov.com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor /Applicant Architect Weitz Company RKD Architects Inc. Barry Monroe proj #04070 FAX /Email #: barry.monroe @weitz.com sally @rkdarch.com NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 3 Chris Gunion, Building Plans Examiner Stan Hahn, Electrical Inspector 01/09/08 B07 -0011 Cascade Village Theater Inc. 1310 Westhaven Drive Vail, CO R- 2 /S- 1 /S- 2 /M /A /B I -B 6 355500 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, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2005 National Electrical Code as modified and adopted by the Town of Vail. The following comments will need to be addressed prior to issuance of a building permit; For processing: • Please submit four compete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number, noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi - family projects all sheets of the plans must be stamped. Review comments for revised plans and documents submitted for review December 18, 2007 1 Submit an updated deffered submittal item list. The list dated May 9, 2007 is no longer valid. 2 Submit complete, updated construction staging plans showing compliance with all applicable sections of IBC ch 33. 3 Submit a revised, updated ComCheck report 4 Provide complete updated micropile plans specifications and calculations coordinated with the revised structural plans. 5 Revise unit 206, bathroom 237. The 30 "x48" clear floor space at the tub does not comply with ANSI 117.1 1998 1003.11.3.2.3.1. A8.20 6 Revise storage room doors 202, 203, 205 to comply with IBC 1005.2. A2.20 7 Revise storage room doors 35 -40 to comply with IBC 1005.2. A2.20 8 Revise doors 08, 17 and 18 to comply with IBC 1008.1.4. A2.01L 9 Provide interior clear space dimensions on water closet room 263 to show compliance with ANSI 117.1 1998 1003.11.3.1.2. A8.30 10 Revise O.C3 to calculate common path of egress travel from Bedroom 349. 11 Revise O.C3 to label unit 304. Plans show 304U. 12 Provide interior clear space dimensions on water closet room 350 to show compliance with ANSI 117.1 1998 1003.11.3.1.2. A8.31 13 Provide interior clear space dimensions on water closet room 309 to show compliance with ANSI 117.1 1998 1003.11.3.1.2. A8.40 14 Provide interior clear space dimensions on water closet room 331 to show compliance with ANSI 117.1 1998 1003.11.3.1.2. A8.50 15 Revise the bathroom 428 clear floor space at toilet to comply with ANSI 117.1 1998 1003.11.3.1.2. A8.70. The wood cabinet encroaches on the space. 16 Revise O.C4 to show common path of egress travel from the most remote point of the exterior deck area accessible from units 403 and 404. Clarify unit 403 and unit 404 deck access or separation. Update all applicable plans sheets. IBC 1013.3 17 Amend A8.90 to show all clear floor space outlines at the type B bathroom and kitchen. Sheet A8.90 18 Revise O.C5 to show "worst case" common path of egress travel from unit 404U bathroom 562. IBC 1013.3 19 Revise doors 7 and 10 to 45 minute per IBC table 715.3. These are in the 1 hour fire barrier wall. A9.10 20 Revise O.C1 to show 2 hour fire barrier walls between the exit passageway (hall 111) and the stair A vertical exit enclosure. Also show wall type tag on sheet A2.10 at this location. IBC 1019, 1020 21 Revise O.C1 to show 2 hour fire barrier walls between the exit passageway (hall 111) and the north commercial space 103. Also show wall type tag on sheet A2.10 at this location. IBC 1020 22 Revise O.C1 to show 2 hour fire barrier wall designation between the exit passageway (hall 111) and the Fire Command Room 112. IBC 1020 23 Revise O.C1 to show 1 hour fire barrier at wall between janitor's closet 116 and south commercial space. Also show wall type tag on sheet A2.10 at this location. IBC 302.3.2 24 Revise O.C1 to show 1 hour fire barrier ski storage 105 and lobby 104 at the door 105 location. Also show wall type tag on sheet A2.10 at this location. IBC 302.3.2 25 Revise door 250 to 20 minute rating. Revise A2.20 to show this door tag so that is can be clearly read. The revisions tag is over the door number. 26 Revise sheet A2.20 to clearly show door tag 205. 27 Revise sheet A2.20 to show wall type tag between storage room 209 and corridor. 1 hour fire barrier is required. IBC 1016 28 Revise sections and details to clearly show all deck guards to be a minimum of 42" in height above the deck. Multiple sheets. IBC 1012 29 Amend plans to show the proposed storage loft in unit 102 on 3/4.40. Clarify proposed ceiling heights. IBC 1208 30 Include structural plans for the proposed storage loft in unit 102. IBC ch 16 31 Dwg E1.1: The 1/0 cu grounding electrode for the new 400A meter stack is undersized. Should be 2/0 cu for the (2) 500kcmil Alum. NEC Table 250.66. 32 Verify the exits signs are LED, green letters /white background. 2005 NEC 33 All equipment shall have a means for disconnect switch or cord /plug. 2005 NEC Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F: \cdev\ CHRIS \PERMIT.COMMENTS \B07 - 0011 \1307- 0011.owner.revisions. DOC F ±� k yr. "�vk fie. "Y.:s�i ADDENDUM Nine Cascade Residences December 14, 2007 The following items are to become part of the contract issued on 4.20.07 Construction Set: (FA/FP and structural dated 4.02.2007) Architectural No.: Location: Item: 1. All sheets applicable . Residential unit layouts between grids 15 and 32 on 2nd through 5th floors have been subs modified 2. 1 /A2.OL . Add bollards in garage as shown • revise storage layouts as shown • revise door 33 and leave existing cmu wall between grids G.1 and G at line 14 to keep existing electric panel intact • Change trench drain in garage to individual drains as shown. 3. All 1/8" floor plans . Delete swing smoke doors at elevator and provide in each location with such doors, automatic, self- resetting overhead coiling smoke seal units recessed in ceiling. 4. A2.10, A2.20 and . Revise rating of wall within 10 feet of north A2.30 bridge connection to 2 hr rating (W1 a). South bridge has already been revised. 5. 1/A2.10 • Remove doors and correct walls for existing conditions at grids 5 -G.2 as shown • Revise dimensions under covered outdoor plaza as shown • Revise layout to elevator equipment room and janitor closet west of elevator as shown • Revise fireplace at lobby as shown here and on A7.80 6. 1/A2.11 • Revise drops and lights as shown. 7. A2.40 and A8.60 . Make revisions to unit 401 as shown A2.50 and A8.61 8. A2.70 and A2.71 . Bridge revised and added sheet Page 1 of 3 9. A4._ system notes . W7: Change title from "STAIR AND ELEVATOR WALL..." to read: "STAIR AND MISC 2 HR WALL..." • W7e: Change UL number from 419 to 415 • Add W7f: • "W7f ELEVATOR WALL: (2 -HR FIRE RATED, UL U415 Same as W7e but w/o sound system." • To be used at walls not between elevator and units 10. 2/A5.10 • Section cut has moved and reflected in revised wall section 11. 12/A6.10 • Add detail for handrail bracket at stair B 12. 7/A6.20 . Add the following note to area of new vestibule between stair E and Stair F: o "CONC ON MTL DECK SUPPORTED BY ANGLES AT WALLS AND RUN OVER NEW MTL STUD AND (E) MASONRY WALL AT OPN'G " 13. 24/A6.40 . Change rail elevation 24 to detail number 13. 14. 19 and 23/A6.40 • Provide embeds for concrete at rail post of horizontal rail at loft level of basement units 2 locations ea unit 15. A6.40 • Additional information added to sheet 16. A6.41 • Add new sheet 0 404 stair moved to here o additional edge details 17. 3/A7.20 . Add detail at columns on first floor SE side. 18. 1 & 13 / A7.30 . Change details for slip joint o remove reference at roof _ o change configuration 19. 6 &7A/7.40 . Change wainscot material from stone tiles to laminate panels 20. 13/A7.50 . Add detail for window head at slip joints 21. A7.70 • Delete detail for double sided fireplace no. 8 • relocate details 1 and 2 to sheet A7.72 22. A7.71 and A7.72 . Changes to fireplaces as part of unit changes • Add sheet A7.72 as part of unit changes 23. A7.80 • See Sheet for revisions. 24• A8._ . Unit changes and related elevation changes Page 2 of 3 25. A9.00 -9.30 Door and window schedules • Doors renumbered and various changes • Window, some renumbered and various changes Structural 26• See attached memo from Redwine Engineers Mechanical / Electrical 27• See attached memo from Rader Engineers FP /FA 28. See attached drawings and specs from Hughes Associates for changes due to new layouts • See attached reports from Hughes End of Addendum Nine Page 3 of 3 Redwine Engineers Inc. Structural Consultants REVISED PERMIT 12 -14 -07 STRUCTURAL CHANGES - A9 December 14, 2007 To: Jack Armitage Project: 06021 RKD Architects Cascade Residences P.O. Box 5055 Edwards, CO 81632 Engineer: Redwine Engineers Inc. 0150 East Beaver Creek Blvd., Unit 204A Avon, CO 81620 INFORMATION: The following revisions have been made to the structural documents: S2.01 1. Chiller tower slab -on -grade and retaining wall design. 2. West patio area slab -on- grade, masonry wall, and footing design. 3. Garage slab slope -to -drain and top of footing elevations. 4. Stair A vestibule to mechanical room deck design and attachment to (E) walls. 5. Demo (E) slab note for installation of sloping concrete to drains. 52.11 1. Stair D retaining wall design. 2. Stair B landing beam addition and revised beam sizing. S2.12 1. Floor composition change to exposed conc. Deck at grids I/1-1- 25/31. W10xl2 moved 6" to miss floor drain. 2. Floor ramping and beam spacing change at corridor leading out to exterior bridge to Spa. 3. W 10x12 beam deletion between grids 30 and 32 just east of grid G. 4. Stair B curved landing beam size change to C12x30 due to geometry and revised loading. 5. Wl2xl4 between grids H and G.5 on grid 15 changed to W12xl6 due to increased Stair B curved landing beam loading. 6. W1 6x26 changed to W1 6x67 on grid E between grids 11 and 13 due to increase load from E -13 column deletion and loading transfer from above. 7. Column removed at G.37 -23.25 due to Unit 304 stair deletion. S2.12se 1. Concrete slab edge modified for addition of exposed concrete deck at grids I/H- 25/31. 70017' Street, Suite 1900 150 East Beaver Creek Blvd. A204 Denver, CO 80202 P.O. Box 8009, Avon, CO 81620 (303) 575 -9510 (970) 748-0711 (303) 575 -9515 fax (970) 748 -0722 fax Redwine Engineers Inc. Structural Consultants Cascade Residences: Structural Clarification 001 12/17/2007 page 2 S2.13 1. Modification of framing and W 12x65 to W 120 5 beam size change due to deletion of Unit 304 stair. 2. Modification of beam geometry at interior elevated walkway. 3. Deletion of E -13 column and beam size changes from column deletion. S2.14 1. Modification of beam geometry at interior elevated walkway. 2. Relocation of W12x30 to grid 20.89 for new Unit 404 stair landing. 3. Changed W10x22 to W10x30 on grid 13 between grids C and E for load transfers due to E -13 column deletion. S2.15 1. Modification of beam geometry at interior elevated walkway. 2. Deletion of WlOxl2 Stair A landing beam. Beam to be designed by stair manufacturer. Cantilevered floor deck design to support Lapeyre stair. 3. W 10x39 changed to W1 Ox26 and a W 1 Ox 12 was added for the floor opening for the new Unit 404 stairs. 4. Addition of (2) W10xl2 beams at the re- located Unit 403 stair opening. S2.15se 1. Modification to Unit 403 stair opening. 2. Addition of opening at new Unit 404 stair. S2.21 1. Addition of (2) W10xl2 beams for Unit 404 skylight opening. 2. Addition of (2) W10xl2 beams at the re- located Unit 403 stair opening. 52.21 se 1. Addition of opening at new Unit 404 skylight. 2. Modification to Unit 403 skylight opening. 56.01 1. Column on E -11 between 1" and 2 "d floors changed from an HSS8x8x3 /16 to an HSS8x8xl /4. Heavier reinforcing with 1 /4 " thick plates was added to the (E) HSS5x5xl /4 column on E -11. 2. HSS4x4xl /4 column on E -12.1 between 2 " and 3` floors was added. 3. HSS7x7x3 /8 column on E -13 between 2 " and 3` floors was deleted. 4. HSS4x4x3 /16 column on G.37 -23.25 between 2 nd and 3` floors was added. S7.01 1. Bridge profile changed. 2. Bridge main stringers changed to W27x161 from W3009. 3. Bridge rigid frames at spa walkway were deleted. 4. Use of (E) column at spa area is used as a support. Redwine Engineers Inc. Structural Consultants Cascade Residences: Structural Clarification 001 12/17/2007 page 3 5. New connection of W16x26 to (E) pier was designed for sufficient bearing support. 6. Deleted new pier at spa entry. Existing pier and column will be utilized. cc: 06021 END OF STRUCTURAL CHANGES - A9 $ HA ER'x + ENGINEERING + COMFORT SYSTEM5M PO BOX 8610 - AVON, CO 81620 • Telephone 970.845 -7910 Fax 970 -845 -7522 - E-mail drader@raderengineedng.com 12/17/07 Jack Armitage RKD Architects 137 Main Street P.O. Box 5055 Edwards, CO 81632 RE: Cascade Residences REI Job # 6061.00 Revised Permit Set (12/14/07) Mechanical & Plumbing Changes Jack, "Revised Permit Set" changes are listed below. The changes have been made in response to Value Engineering changes by the Owner, major Architectural Redesign of the units by the Architect and any remaining Miscellaneous items. Mechanical & Plumbin>Y Value Engineering 1. Boiler changes a. Change boilers from Buderus to Aerco b. Delete HX -3 c. Piping changes d. Pump changes (HWP -2a & 2b were downsized and relocated, HWP -3 added) e. Delete AS -4 & ET -4 and glycol feeder connection f. Flue redesign 2. Delete SG -1 steam generators from units. 3. Delete H -1 & H -2 humidifiers from units. 4. Delete garage trench drains and replace with individual drains (catch basins specified) (P2.0). Architectural Redesign 5. Major mechanical and plumbing changes to due major remodeling of the individual condo units. System types and design concepts are unchanged, but major changes have been made within the units. Please thoroughly review drawings for exact changes. 6. Added SA -24 snowmelt area (M5.0 & M4.3). 12/17/07 Revised Permit Set p 1 of 2 Miscellaneous 7. Skybridge entity added to metering matrix (M1.2). Skybridge heating water and chilled water to be separately metered from other entities. 8. Redraw CT -1 cooling tower to show intake sound attenuator and clearances required (P2.0). 9. Relocate hotel main water line outside building (P2.OU). 10. Piping modifications to M3.1, including relocating condenser water bypass valve closer to CH -1 chiller. End. 12/17/07 Revised Permit Set p 2 of 2 HUGHES ASSOCIATES, INC. 2 Garden Center, Suite 204, Broomfield, CO 80020 USA FIRE SCIENCE & EWINEERING Phone 303 - 439 -0485 ■ FAX 303 - 439 -7160 ■ www.haifire.com FIRE AND LIFE - SAFETY REPORT for VAIL CASCADE RESIDENCES VAIL, COLORADO Revision 2.1 — Revised Permit Set Date: December 14, 2007 1.0 INTRODUCTION 1.1 GENERAL BUILDING INFORMATION Hughes Associates, Inc. (HAI) has been retained as the Engineer of Record to design the fire suppression systems and fire alarm and detection systems for the Vail Cascade Residences Renovation and Addition in Vail, Colorado. This design basis report is submitted to document the design concepts for the fire systems as information to the design team and for review by the local Authorities Having Jurisdiction (AHJs). The AHJs for this project are the City of Vail Building Department and Vail Fire and Emergency Services. The Vail Cascade Residence building (the Building) is a six story structure, i.e., the basement is actually the first floor of the building based on definition of a story from IBC. The project is to renovate and provide an addition to the existing Building. The square footage for the addition to the Building is approximately 70,000 square feet. The existing Cascade Penthouses, the existing restaurant, and some mechanical spaces will remain. The new addition will include commercial space on the I' floor and new residential occupancies on the Basement, 2 "d , 3 4 and 5` levels. The existing areas of the Basement are used for delivery, service, and mechanical areas. A new resident is proposed to be added to the Basement and a parking garage is being provided. The new areas of the I` floor will be commercial spaces. The 2 "d and 3 `d floors will have single level residential units except for Unit 4 which will extend between both floors. The 4 and 5 floors have residential units that share both levels. Based on information from RKD Architects, the construction type will be Type I -B from the International Building Code (IBC). The new fire systems will provide a code compliant system for the Building. Additionally, the systems will be designed to minimize maintenance issues for the Building, to address local requirements, and to facilitate emergency response for the Building. A new fire alarm control panel will be provided for the Building. The new panel may be networked to the existing system in the surrounding buildings if desirable. 1.2 CONNECTION TO ADJACENT BUILDINGS The Building is connected to the existing Cascade Resort building, located to the south, via an elevated walkway. The project will include a new walkway to connect the Building with the existing Cascade Spa to the north and will potentially modify or move the existing walkway to Cascade Resort. However, the Building's fire suppression system and fine detection and alarm system will be independent of these other surrounding buildings. HUGHES ASSOCIATES, INC. Vail Cascade Residencies Fire and Life - Safety Report December 14, 2007 1.3 SKYLIGHT SHAFT page 2 of 6 The building will have a shaft penetrating through all floors to allow light down through the center of the building. The construction of this shaft will be 2hour fire resistive rated. The 2 -hour rating will be provided through a combination of fire resistive construction, glazing with listed fire sprinklers on either side to provide a 2 -hour assembly, and other rated assemblies to complete the enclosure. The fire sprinkler system will be utilized as an integral part of the glazing 2 -hour assembly through the use of specifically listed sprinklers that are installed in accordance with the listing requirements to provide this 2 -hour barrier. These sprinklers will be provided on all glazing associated with the shaft. The fire alarm system will be utilized to initiate closure of all rated doors and shutters associated with the shaft. 2.0 APPLICABLE CODES The design of the fire systems shall be based on the 2003 edition of the International Building Code (IBC) and the 2003 edition of the International Fire Code (IFC) with Vail Amendments. The system installation and design will comply with the following National Fire Protection Association standards: • 2002 edition of NFPA 72, National Fire Alarm Code' • 2002 edition of NFPA 70, National Electric Code" • 2002 edition of NFPA 13, Installation of Sprinkler Systems • 2003 edition of NFPA 14, Installation of Standpipes and Hose Systems 3.0 DESIGN APPROACH 3.1 FIRE SUPPRESSION SYSTEM 3.1.1 Water Supply The water supply for the fire sprinkler system will be from the municipal supply. There is an existing 8" supply into the Building. The 8" supply enters the Building at the mechanical room on the Basement level on the north side. The 8" main currently supplies a 4" main riser for the Building, which supplies the existing fire sprinkler system. A new main riser will be provided including a new backflow preventer. The municipal supply is believed to be adequate for the sprinkler system but is not capable of supplying 100 psi at the highest standpipe outlet (see Section 3.2.1 below). 3.1.2 System Design The system is designed to comply with NFPA 13. Sprinklers will be omitted in areas where allowed by NFPA 13 and the Town of Vail Standards. Separate sprinkler zones will be provided for each floor to match existing. All zone valves will be provided in the new stairwell for the Building. The new main riser will supply both the existing and new sprinkler system. The new sprinkler system will be integrated into the existing system. The specifics of this integration have not been determined. However, the existing floor zones will likely be used to extend to the new areas of the Building. If this is not feasible, new floor control zones may be provided. However, a logical separation between the existing floor zone and the new floor zone will need to be provided. If provided, new floor control zone assemblies will be supplied form the new standpipe in the new stairwell. HUGHES ASSOCIATES, INC. Vail Cascade Residencies Fire and Life -Safety Report December 14, 2007 page 3 of 6 The residential units will be privately owned. Therefore, owners will be able to remodel their units if desired. To ease the impact to remaining areas of the building, each unit will be provided with a monitored control valve. This control valve will allow a unit to be isolated from the rest of the Building so that renovation can occur while the fire sprinkler system remains active in other areas of the Building. Sprinklers listed to provide a 2 -hour fire resistive rated barrier will be used to separate the center stairwell /shaft from remaining areas of the building. These sprinklers will be installed in accordance with their listing. 3.1.3 Hazard Classifications The hazard classifications will be indicated on the contract plans. In general, hazard classifications for this Building will be based on the following: • Residential — Largest room plus two additional remote sprinklers at 0.10 gpm/ fe • Parking garage — Ordinary Hazard Group 2; 0.20 gpm/fl over a minimum 2000 ft • Back of house areas — Ordinary Hazard Group 2; 0.20 gpm/fe over a minimum 2000 fe • Commercial/Retail spaces — Ordinary Hazard Group 2; 0.20 gpmlfe over a minimum 2000 if • Common areas — Light Hazard; 0.10 gpm/f , over a minimum 1500 ft 3.1.4 Sprinklers Residential units will have residential sprinklers. Other areas of the Building will have quick response sprinklers. Style and finish of the sprinklers will be coordinated with the design team. The existing Building has ordinary response sprinklers. Mixing ordinary and quick response sprinklers in a common space violates NFPA 13. Therefore, existing sprinklers in areas that are not separated from the renovated spaces, e.g., corridors, will be replaced with new quick response sprinklers. 3.2 STANDPIPE AND HOSE SYSTEM 3.2.1 System Configuration As stated in.Section 3. 1.1 above, the water supply is not adequate to supply an automatic Class 1 standpipe system without providing a fire pump. The Vail Fire Marshal has allowed previous projects to avoid a fire pump by providing either a wet or dry manual standpipe system. This same understanding is being applied to this project. A wet manual standpipe will be provided that is supplied from the main water supply and that has a separate Fire Department Connection (FDC). A new standpipe will be provided in the new stairwell on the north side of the Building. The new and existing standpipes will be configured so that either the existing or a new FDC supplies both standpipes. 3.2.2 Standpipe/Hose Valve Location NFPA 14 and the IBC require standpipes to be provided in every required stair. Hose valves will be provided on the new standpipe at every floor landing. HUGHES ASSOCIATES, INC. Vail Cascade Residencies Fire and Life -Safety Report December 14, 2007 page 4 of 6 3.3 TOWN OF VAIL FIRE SPRINKLER INSTALLATION STANDARDS All Town of Vail Standards and Code Amendments will be adhered to by the design and installation of the system. Examples of Installation Standards required for fire sprinkler systems are as follows: • New piping for the project will be either steel or copper pipe. Plastic (CPVC) pipe shall not be allowed. • All closets in the residential units shall be sprinklered. 3.4 FIRE ALARM AND DETECTION SYSTEM 3.4.1 Main Control Panel The existing panel is a FireLite Sensi -Scan 2000 panel. This panel is a hardwired system that appears to have approximately 18 zones. These zones likely include initiating devices by floor and device type, as well as specific zones for monitoring of the fire sprinkler system. Additionally, HAI understands that a large percentage of existing conduit is in concrete walls and ceilings and may not be accessible for reuse. Many of the hardwired zones (e.g., the main sprinkler valves and flow switches) will be replaced by the new systems. Other hardwired zones will likely remain and are to be monitored by the new system. A new intelligent fire alarm control panel (FACP) will be provided to control/monitor the new devices in the addition and to monitor existing device zones in non - renovated areas. The new fire alarm system will use a monitor module to provide a means for providing an address for a hardwired zone. The new FACP will be located in the fire command area. The location of the fire command area has yet to be determined. A graphic map will be provided at the new FACP that indicates the location of all addressable devices and the areas or zones covered by the remaining non - addressable devices. The map will be graphic only and will not employ LED for each device. The Fire Command Room will also include a voice interface panel. The Building's fire alarm system will operate independently from any adjacent buildings and will have separate monitoring by an approved remote monitoring station. 3.4.2 Notification Appliances Notification devices will be provided throughout all areas of the addition. For common areas, speaker and strobe units, compliant with NFPA 72 and ADA requirements, will be provided. Audible devices are provided throughout the buildings to provide a minimum of 15 dB above average ambient conditions. Visual appliances are provided as necessary based on applicable codes. New notification devices will be provided in spaces contiguous to the addition and modification areas to ensure consistency. For residential units, combined addressable smoke detectors and notification devices will be used. These devices will satisfy the requirements for local smoke alarms in the units and provide necessary notification upon smoke detector activation. Speakers will also be provided in all residential units. Speakers are used for general building alarm annunciation to initiate evacuation of the Building. Speakers will be provided to provide a minimum of 75 dBA in each bedroom. All of the units are designated as Type B accessible units in accordance with the IBC. HUGHES ASSOCIATES, INC. Vail Cascade Residencies Fire and Life - Safety Report December 14, 2007 page 5 of 6 For smoke detectors in the residential units, notification will be limited to the individual unit in which the smoke detector is located. Building wide notification will be provided for sprinkler operation, heat detector activation, activation of smoke detectors outside units, or manual station activation. 3.4.3 Manual Devices As required by Vail requirements and NFPA 72, double action manual stations are provided throughout the Building at all exits. A manual station is also provided in the Fire Command room. A new manual station is to be provided at each new exit and at the entrance to the new stairwell on each level. 3.4.4 Smoke Detection Smoke detectors are provided throughout residential units as required by IBC Section 907.2. 10 with additional units provided to protect the exit paths from bedrooms. Full detection is not provided in the units. Locations in residential units include, but are not limited to, the following: • In each room used for sleeping purposes • Outside of every sleeping area (if applicable) • In other areas of the units as necessary for proper initiating and notification Activation of smoke detectors in residential units shall cause all notification devices in that specific unit to activate and will create a supervisory signal on the panel. This supervisory signal will allow staff to be aware of the situation. If an alarm condition ensues, e.g., from sprinkler water flow, emergency responders will be able to identify the fire location from the original activated supervisory signal on the panel. The existing residential units that have been surveyed only had battery operated smoke detectors. However, HAI understands that improving the existing residential units to the new system is outside the scope of this project. To determine the exact location of a fire at the request of the Vail Fire and Emergency Services, smoke detectors are provided throughout all common areas of the Building and throughout all commercial spaces. Smoke detectors are also required for specific code issues including elevator recall. 3.4.5 Heat Detection Heat detectors are used throughout the Building in areas where smoke detectors are not acceptable due to ambient conditions to more specifically identify the fire location. Heat detectors in the Building will be addressable devices. Heat detectors in the parking garage and in other non - tempered spaces will be weather proof spot type devices connected to the system through an addressable monitor module located in a tempered environment. 3.4.6 Duct Smoke Detectors A duct detectors is provided on the return side of the only fan unit in the Building with a supply over 2,000 cfin as required by applicable code. HUGHES ASSOCIATES, INC. Vail Cascade Residencies Fire and Life - Safety Report December 14, 2007 Prepared by: 1 Scott A. Craig, PE Senior Fire Protection Engineer page 6 of 6 HUGHES ASSOCIATES, INC. OVWL TOWN Department of Public Works & Transportation 1309 Elkhorn Drive Vail, CO 81657 970 - 479 -2158 Fax: 970 - 479 -2166 www. vailgov.com MEMO To: From: Re: Date: Chris Gunion, TOV T OFFICEC Chad Salli, Project Engineer Cascade Residences Building Permit Submittal 12/28/07 The Town of Vail Public Works Department comments for the Cascade Residences Project are as follows: 1. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways, Town owned land. • .....OK. Weitz �.`h all..m ll c ce,s��ar�.._p rmh , 2. Per the PEC conditional approval for the variance of the garage access width, the applicant shall propose and install a Traffic Engineered solution for access control of the 2 -way 12' wide garage access. Please provide proposed solution. • The controllers are shown on plans. The approach is to have entrance keypad in drive so the car doesn't block entrance until door opens. 3. Shoring plan shall be submitted prior to release of building permit. Shoring plan shall show cross - sections every 50' with field verified elevations of existing utilities. If proposed soil nail shoring is approved, they shall be detentioned and not required as a structural member once the foundation wall is built. I ' � htarpt ,g.l?: and arc Sarre fl lac ira 4 � i>aaccl (� tl,c last Irl'):.._ColitraCLorr and lull b t� �taa_tticcl Ear _ ...r W, )ro l on c :L Ltrou � a c h _" �t �:.._a { rL ti�_t3�z� this item as a Ede fc;tre d ,ti bniit t aal. 4. If the proposed soil nail shoring is approved, a license agreement will need to be fully executed prior to installation. a (�)K. 5. Is the hotel water service still planned for relocation? Please submit plans if it is to be relocated. o ... Yes. [)leas save plaii f roir Peak Ggid ,`cad Gas' y� Department of Community Development Building Safety and Inspection Services 75 South Frontage Road , C�.�k Vail , Colorado 81657 970 - 479 -2138 FAX 970 - 479 -2452 www. vailgov.com BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: Response from RKD Architects, Inc — January 14,2.008 TO: Contractor /Applicant Architect Weitz Company RKD Architects Inc. Barry Monroe proj #04070 FAX /Email #: barry.monroe @weitz.com sally @rkdarch.com NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 3 Chris Gunion, Building Plans Examiner Stan Hahn, Electrical Inspector 01/09/08 B07 -0011 Cascade Village Theater Inc. 1310 Westhaven Drive Vail, CO R- 2 /S- 1 /S- 2 /M /A /B I -B 6 355500 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, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2005 National Electrical Code as modified and adopted by the Town of Vail. The following comments will need to be addressed prior to issuance of a building permit; For processing. • Please submit four complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet, detail, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi - family projects all sheets of the plans must be stamped. Review comments for revised plans and documents submitted for review December 18, 2007 1 I Submit an updated defeered submittal item list. The list dated May 9, 2007 is no longer valid. • See attached revised deferred submittal letter. 2 Submit complete, updated construction staging plans showing compliance with all applicable sections of IBC ch 33. • See Staging plans to be submitted by Weitz (contractor) separately. 3 Submit a revised, updated ComCheck report • The envelope of the building has not changed in any way that would affect the ComCheck and therefore, the original ComCheck remains valid. 4 Provide complete updated micropile plans specifications and calculations coordinated with the revised structural plans. • As noted on the attached memo from Redwine Engineers, no changes to micropile design is necessary. 5 Revise unit 206, bathroom 237. The 30 "x48" clear floor space at the tub does not comply with ANSI 117.1 1998 1003.11.3.2.3.1. A8.20 • The FHA S ec'B' bathroom has been chan ed to be the Ma ster bath. See A8.20 and A8.21. 6 Revise storage room doors 202, 203, 205 to comply with IBC 1005.2. A2.20 • Door 202 has been changed to swing in • A dimension of 3' -8" clear has been added to the space at door 202 • Doors 203 and 205 have the required half dimension of 22" between them in any position 71 Revise storage room doors 35 -40 to comply with IBC 1005.2. A2.20 • Doors 36, 37 and 38 have been changed to swing in 8 Revise doors 08, 17 and 18 to comply with IBC 1008.1.4. A2.OL • Elevations for slabs are shown on C1.00 and have been revised to reflect a change to patio door from unit 102: stair, handrail and landing have been added and gate moved to south to achieve level with drive. Doors 18 has slab elevation same as floor slab with patio sloping away. 9 Provide interior clear space dimensions on water closet room 263 to show compliance with ANSI 1 117.1 19981003.11.3.1.2. A8.30 • Dimensions have been added to A8.30 1� Revise O.C3 to calculate common path of egress travel from Bedroom 349. • The common path of egress has been indic for Roo 349 on Shee O.Q. 11 Revise O.C3 to label unit 304. Plans show 304U. • The correction has been made on O.C3 12 Provide interior clear space dimensions on water closet room 350 to show compliance with ANSI 1 117.1 1998 1003.11.3.1.2. A8.31 • Dimensions have been adde to A8.31 13 Provide interior clear space dimensions on water closet room 309 to show compliance with ANSI 1 117.1 1998 1003.11.3.1.2. A8.40 Dimensions have been added to A8.40 14 Provide interior clear space dimensions on water closet room 331 to show compliance with ANSI 117.1 1998 1003.11.3.1.2. A8.50 Dimensions have been ad ded to A8.50 15 Revise the bathroom 428 clear floor space at toilet to comply with ANSI 117.1 1998 1003.11.3.1.2. A8.70. The wood cabinet encroaches on the space. • The closet wall has be moved,-a dim gnsiorjs_j� dded _tQ A8.70 16 Revise O.C4 to show common path of egress travel from the most remote point of the exterior deck area accessible from units 403 and 404. Clarify unit 403 and unit 404 deck access or separation. Update all applicable plans sheets. IBC 1013.3 There is a demising wall between the decks. This has been clarified on A8.90 ,_and common path of egress designations have bee cor rected O.C4. 11 Amend A8.90 to show all clear floor space outlines at the type B bathroom and kitchen. Sheet A8.90 • Floor space outlines have been turned on 18 Revise O.C5 to show "worst case" common path of egress travel from unit 404U bathroom 562. IBC 1013.3 The common path of eg has been in dicated for Room .56 on O.G 19 Revise doors 7 and 10 to 45 minute per IBC table 715.3. These are in the 1 hour fire barrier wall. A9.10 • Doors 7 and 10 have been revised to 45 minute rating. 20 Revise O.C1 to show 2 hour fire barrier walls between the exit passageway (hall 111) and the stair A vertical exit enclosure. Also show wall type tag on sheet A2.10 at this location. IBC 1019, 1020 • The 2 -hour barrier has been i on O.C1 21 Revise O.C1 to show 2 hour fire barrier walls between the exit passageway (hall 111) and the north commercial space 103. Also show wall type tag on sheet A2.10 at this location. IBC 1020 The 2 -hour barrier has been clarified on O.C1 and called out on A2.10 22 Revise O.C1 to show 2 hour fire barrier wall designation between the exit passageway (hall 111) and the Fire Command Room 112. IBC 1020 * The 2 -hour barrie has b indi cated on O.C 23 Revise O.C1 to show 1 hour fire barrier at wall between janitor's closet 116 and south commercial space. Also show wall type tag on sheet A2.10 at this location. IBC 302.3.2 • The 1 -hour barrier has been indicated on O.C1 a nd t he wall ta g.has,been added to A2.10 24 Revise O.C1 to show 1 hour fire barrier ski storage 105 and lobby 104 at the door 105 location. Also show wall type tag on sheet A2.10 at this location. IBC 302.3.2 The 1 -hour barrier has bee indicated on O.C and t he w all to has been adde to A2.10 25 Revise door 250 to 20 minute rating. Revise A2.20 to show this door tag so that is can be clearly read. The revisions tag is over the door number. • Door 250 revised to 20 minutes 21 Revise sheet A2.20 to clearly show door tag 205. • Door tag at door 205 has been cleared up 27 Revise sheet A2.20 to show wall type tag between storage room 209 and corridor. 1 hour fire barrier is required. IBC 1016 Wall tag has been added to A2.20. and 0.C2 has been revise to show 1 -hour barrier. 28 Revise sections and details to clearly show all deck guards to be a minimum of 42" in height above the deck. Multiple sheets. IBC 1012 • Although all guardrails that are tagged to a larger scale details end at one of four details (9/A7.10, 18/A7.30, 7/A7.30 and 4/A7.30) which call for a min of 3' -6" we have added a note to 1/A4.40 "tvp all guardrails and guard walls to be 42" high minimum ". 29 Amend plans to show the proposed storage loft in unit 102 on 3/4.40. Clarify proposed ceiling heights. IBC 1208 • The proposed storage loft is not an occupied space The clearance is 3' -10" + / -. See attached 3/A4.40 for dimensions. 31 Include structural plans for the proposed storage loft in unit 102. IBC ch 16 • See attached revised S2.02 and S5.23 for loft framing. 31 Dwg E1.1: The 1/0 cu grounding electrode for the new 400A meter stack is undersized. Should be 2/0 cu for the (2) 500kcmil Alum. NEC Table 250.66. • E1.1 has b een changed. 3 Verify the exits signs are LED, green letters /white background. 2005 NEC • See attached c ut she for roposed exit sign. We would like to use the brushed alu minum housing with green letters but will use white ainted if required. Please advise. 31 All equipment shall have a means for disconnect switch or cord /plug. 2005 NEC • Agreed. Theequipment shall corn I . Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F• \cdev \CHRIS \PERMIT COMMENTS \B07 - 0011 \607- 0011.owner.revisions.DOC DX Series LED Exit Sign DX Page 1 of 1 AC Only or Emergency Operation Die Cast Aluminum Housing The OX Series is an upscale die cast aluminum LED exit which offers a thin profile design while providing technologically advanced characteris- tics. This premium exit integrates performance with aesthetics to meet unique requirements of architects and lighting designers. r —�_ - - - - -- --i LOW Complete Fixture consists of base exit sign. Select options below. How to Specify: DX 0 0 0 Model Number Letter Mounting Enclosure Battery Series of Faces Color Color DX 1 R =Red C = Ceiling/End A= Brushed Aluminum N =NiMH 2 G =Green W =Wall W =White Blank =AC only B = Black Features 1. Illumination: Illumination is accomplished with either AIInGaP(Red) or InGaN(Green) high output Light Emitting Diodes. LEDs and supporting elec- tronics have an expected life of 25 years. Proprietary internal molded - acrylic panel (thickness: 0.45 ") for even illumination. 2. Housing: Die cast aluminum construction with NFPA -type field selectable chevrons. Available in brushed aluminum, white, and black 3. Mounting: For surface ceiling and end mounting applications a canopy, which utilizes a quick connect locking system for secure installations, is pro- vided. Also available in a wall mount version for direct surface mounting. 4. Standard Self- Testing /Self- Diagnostics: Unit runs an internal test every five seconds for secondary voltage, charge current, battery voltage, and LED illumination. Performs automatic 1 minute discharge test every 30 days and 30 minute discharge test every 180 days meeting and exceeding UL 924 and NFPA 101 requirements. The Infrared Option allows a remote control to initi- ate a 5 second and 30 minute self -test in addition to the standard 1 minute and 90 minute manual test capability. 5. Electronics: 120 /277 VAC dual voltage input. Microprocessor controlled charge, transfer and monitoring system. Charging system is complete with low voltage disconnect, AC lockout, and brownout protection. Self powered units include an AC indicator /systems status lamp and manual test switch. 6. Battery: Maintenance free, sealed nickel metal hydride battery with 10 year life and an operating temperature between 14 °F ( -10 °C) and 113 °F (45 °C). NiMH battery is a non - toxic, environmentally friendly product which is recy- clable. 7. Input Power Requirements: AC Only — Red: 1.29W; Green: 2.20W Emergency Operation —Red: 3.16W; Green: 3.00W Warranty Electronics: 3 years, Battery: 5 years full, 5 years pro -rata. Code Compliance U.L. 924 listed, NFPA 101 Options = Infrared Remote Sensor 1 F= Flashing Emergency Z= Audible Emergency X = 24 VDC Fire Alarm Interface 6V = 6 VDC Input 2 12V =12 VDC Input 2 Notes: 1. For use with remote control which is ordered separately. Item number: IRemote 2. For use with AC only models. Accessories (REMOTE - Infrared remote Control Type: Job Name: Cat. No.: Lamp(s): Notes: Lightolier a Genlyte Thomas Company www.lightolier.com 631 Airport Road, Fall River, MA 02720 • (508) 679 -8131 • Fax (508) 674 -4710 We reserve the right to change details of design, materials and finish. © 2002 Genlyte Thomas Group LLC (Lightolier Division) • B0303 Y� m F I Aul Redwine Engineers Inc. Structural Consultants MEMORANDUM January 11, 2008 TO: Jack Armitage, RKD Architects, Inc. FROM: Mark Milliken SUBJECT: VCR Residences — Re: Building Safety and Inspection Services Plan Review Comments Redwine Engineers, Inc. has, at your request, reviewed the Building Dept. comments for the issue of the "Revised Permit - Delta 9 - 12/14/07' drawings for the residences at Vail Cascade. We are responding to comment #4 concerning updated micropile plans specifications and calculations. The revisions made to the construction drawings for the issue of "Revised Permit - Delta 9 - 12/14/07' do not change the micropile criteria, designs, or locations. We propose that new micropile plan specifications and calculations are unnecessary and the issued "Revised Permit - Delta 9 - 12/14/07" micropile data is acceptable. If you have any questions, please contact our office. 13673 ?; cc: 06021 700 17 Street, Suite 1900 Denver, CO 80202 (303) 575 -9510 phone (303) 575 -9515 fax 0150 East Beaver Creek Blvd. A204 Avon, CO 81620 — P.O. Box 8009 (970) 748 -0711 phone (970) 748 -0722 fax ? "architects, inc January 15, 2008 Chris Gunion Town of Vail 75 S. Frontage Road Vail, CO 81657 RE: Cascade Residences - Deferred Submittal List Dear Chris: Per comment 1, the following is the deferred submittal list for Cascade Residences: 1. Firestopping — Shop drawings will be submitted showing the required assemblies based upon code requirements and the specification section 078413, Penetration firestopping. The submittal should be ready around the beginning of May. 2. Specification of Finishes that require a maximum flame spread will be submitted at the beginning of April 3. Skylights — The skylight shop drawings will be stamped for wind loads and structure for self supporting skylights and cover code required glazing. It should be ready about mid to late June. 4. Shoring of the wall at North side of bldg — Will be stamped for structural design and show relationship to utilities. It should be ready by the beginning of March. RI<D Architects, Inc. Design and Construction 137 Main Street Suite 0004 - P.O. Box 5055 - Edwards. Colorado 81632 - (970) 926 --2622 -- (970) 926 -9822 fax www Adar-ch.com 4 '. ,.. t 1 � P ✓�'1 e ll �1 RI<D Architects, Inc. Design and Construction 137 Main Street Suite 0004 - P.O. Box 5055 - Edwards. Colorado 81632 - (970) 926 --2622 -- (970) 926 -9822 fax www Adar-ch.com 6HA ERNO ENGINEERING • COMFORT SYSTEMSM PO BOX 8610 - AVON, CO 81620 • Telephone 970- 845 -7910 Fax 970 - 845 -7522 • E -mail drader@raderengineedng.com 12/17/07 Jack Armitage RKD Architects 137 Main Street P.O. Box 5055 Edwards, CO 81632 RE: Cascade Residences REl Job # 6061.00 Revised Permit Set (12/14/07) Electrical Changes Jack, "Revised Permit Set" Electrical Drawing changes are listed below. The changes have been made in response to the major architectural redesign of the units, changes to requirements of the mechanical and plumbing systems and other miscellaneous items. Electrical Architectural Changes to Building 1. Re- engineered layout of electrical receptacles and connections to suit new layout of condominium units. Electrical drawings are new. All circuiting, panels, and panel feeders were changed. 2. Changed electrical metering scheme to reflect addition of condominium units. 3. Changed feeders for unit panels and metering to reflect updated load calculations of units after deletion of spas, steam generators and humidifiers and the changed floor plans, unit areas and kitchens. 4. Delete SG -1 steam generators from units. 5. Delete H -1 & H -2 humidifiers from units. 6. Circuited new lighting layout for units, corridors, lobby, and exterior as received from the Architect. 7. Changed electrical connections for mechanical pumps and equipment in main mechanical room. 8. Updated General Notes, Keyed Notes and Electrical symbol legend. 12/17/07 Revised Permit Set p 1 of 2 9. Updated Feeder calculations and Schedule, Short Circuit Calculation Schedule and Equipment Schedule. 10. Added Load Table to One -Line Diagram 11. Updated One -Line Diagram to accommodate increased number of smaller condominiums. 12. Made changes to plans as requested by the Town of Vail in its previous permit review including exit signage and grounding descriptions. Respectfully submitted, Richard I Moss, PE 12/17/07 Revised Permit Set p 2 of 2 i ? ]Oarchitects, inc May 9, 2007 Chris Gunion Town of Vail 75 S. Frontage Road Vail, CO 81657 Mp"t'C"Opy RE: Special Inspections Expected for Vail Cascade Residence Dear Chris: Per building code comments received from the Town Of Vail, Weitz (general contractor) will ensure that all special inspections will be performed in compliance with Section 1704 of the 2003 International Building Code. Furthermore, the specific inspections, for the types of work listed under Section 1704 which will be executed during the construction of the Vail Cascade Residence, are listed bellow. HP Geotech will be the entity responsible for assuring both special inspections and reporting are performed properly. Section 1704.2 Inspection of Fabrication Special inspections of all structural load- bearing members and assemblies fabricated in a shop are required. The inspector shall verify that detailed fabrication and quality control procedures are maintained in an effort to ensure the fabricator's ability to conform to approved construction document, as well as industry standards. The fabricator's procedures will also be reviewed for completeness and adequacy relative to code requirements. 2. Section 1704.3 Steel Construction The erected steel frame will receive a special inspection to verify compliance with the details shown on the approved construction documents, such as bracing, stiffeners, connections and member locations. Welding inspection shall be done on a periodic basis in compliance with AWS D1.1. Also, the installation of high- strength bolts shall be periodically inspected while the work is in progress. The special inspector shall determine that the proper standards for bolt, nut and washer materials, installation and tightening are all met. Continuous monitoring of bolt installation is only required when using the calibrated wrench method or the turn -of -nut method without matchmarking, neither of which will be utilized on this job. 3. Section 1704.4 Concrete Construction For concrete construction, special inspections will be performed to verify reinforcing steel material and placement. Anchor bolts to be installed in concrete will be inspected prior to placing the concrete. Also, a special inspector will be used to test concrete samples for strength, slump, and air content. RKD Architects, Inc. Design and Construction 137 Main Street Suite 0004 - P.O. Box 5055 - Edwards, Colorado 81632 - (970) 926 -2622 - (970) 926 -9822 fax www.rkdarch.com r architects, inc 4. Section 1704.7 Soils A special inspection of existing site soil conditions, fill placement and load- bearing requirement is required by code. Prior to placement of fill the inspector will determine that the site has been prepared in accordance with the approved soils report. Once the fill has been placed, the special inspector will verify the density of the compacted fill complies with the approved report, and is suitable for the designated loads to be applied during construction. 5. Section 1704.11 Sprayed Fire - Resistant Materials Special inspections for spayed fire- resistant materials applied to structural elements and decks shall be based on the fire - resistant design approved in the construction documents. These inspections will include determining proper preparation of the structural surface, as well as verifying a thickness, density and bond strength of the fire - resistant material in accordance to ASTM standards. Sincerely, Sally Brainerd Principal in Charge Of COLa H a 90 6 2F9 p 0 28 "M 1 1t� A RKD Architects, Inc. Design and Construction 137 Main Street Suite G004 - P.O. Box 5055 - Edwards, Colorado 81632 - (970) 926 -2622 - (970) 926 -9822 fax www.rkdarch.com architects. inc COP May 9, 2007 Chris Gunion Town of Vail 75 S. Frontage Road Vail, CO 81657 RE: Cascade Residences - Deferred Submittal List Dear Chris: Per comment 217 the following is the deferred submittal list for Cascade Residences: 1. Firestopping — Shop drawings will be submitted showing the required assemblies based upon code requirements and the specification section 078413, Penetration firestopping. The submittal should be ready around the beginning of July. 2. Finishes will be submitted in approximately one month. It will include interior elevations and a finish schedule. It will answer any questions about flame spread, if required, and impervious surfaces at public restrooms (which are covered on permit set of drawings). 3. Skylights — The skylight shop drawings will be stamped for wind loads and structure for self supporting skylights and cover code required glazing. It should be ready about mid to late June. 4. Shoring of the wall at North side of bldg — Will be stamped for structural design and show relationship to utilities. It should be ready by the beginning of June. 5. Signage — Will show schedule of required signage per section 1110 signage, and drawings for size and finishes per ANSI 117.1 chapter 7. It should be ready in July. Sincerely, Sally Brainerd Principal in Charge RKD Architects, Inc. Design and Construction 137 Main Street Suite G004 - P.O. Box 5055 - Edwards, Colorado 81632 - (970) 926 -2622 - (970) 926 -9822 fax i.' Response to Second Check RKD Architects, Inc. Second check plan review comments are shown below original comment in bold italics, All other original comments have been resolved. • RKD responses shown with bullet and in red, thus. BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor /Applicant Architect Weitz Company RKD Architects Inc. Barry Monroe proj #04070 FAX /Email #: barry.monroe @weitz.com sally @rkdarch.com NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 4 Chris Gunion, Building Plans Examiner Stan Hahn, Electrical Inspector 05/01/2007 B07 -0011 Cascade Village Theater Inc. 1310 Westhaven Drive Vail, CO R- 2 /S- 1 /S- 2 /M /A /B I -B 6 The following comments will need to be addressed prior to issuance of a building permit. For processing: • Please submit four complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet detail specification or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp signature registration number and date on the cover page of any structural calculations all structural details and structural sheets of the plans. For commercial or multi - family projects all sheets of the plans must be stamped. Review comments for plans and documents submitted for review April 23 2007 Architectural Comments: 3 Include complete civil utility plans with the building permit sets. MEP refers to civil plans. IBC 106 The requested plans or information was not received with the revised plans • See attached new sheet C1.03 with existing utility i- 9 Amend all plans, life safety report and building code analysis to provide a code complying design for the proposed atrium or skylight shaft enclosure. Proposed building design does not comply with either atrium provisions of IBC 404 or shaft enclosure provisions of IBC 707. Revise all plans completely. Multiple sheets. Since the proposed design does not comply with atrium provisions, plan review has assumed the design intent is to comply with shaft enclosure provisions in IBC 707. If the design intent is to comply with atrium provisions of IBC 404, additional plan review comments will be issued. An updated life safety report was not included with the revised plan submittal, • See attached updated Life Safety Report, 19 Amend all code review sheets to show occupant load totals at each exit location. IBC 106, Table 1004.1.2. Multiple sheets. Include stamped and signed code review sheets as part of the plan sets. These sheets were submitted as unstamped loose sheets. The code information is required as part of the plan sets. IBC 106. For clarification, coordinate sheet O. CB to show only the required exit locations • The code sheets will be part of revised set and stamped. 49 Amend door 14 to show compliance with IBC 1008.1.3.2 and 1008.1.3.3 O.CB shows this door as a required exit. Please review exit locations and review the referenced code sections and show door meets these requirements if used as a required exit, • The sliding door is a Besam Entrance Solution door with emergency breakout. It is set up at door 14 to open into the lobby, which is the direction of egress from garage towards stair to main level lobby. The door has been changed to a single leaf so swing doesn't get in way of path. See plan and door schedule, 81 Amend "hallway 111" to comply with all exit passageway requirements. Refer to all requirements listed in IBC 1020. The Fre command room is not a normally occupied space and cannot open into the exit passageway. IBC 1020,4 Also amend OCI and all applicable floor plans to show 2 hour fire barrier wall assembly between the Fre command room and the exit passageway, • We have oriented the door to the outside and changed the walls to 2 hour, Re; A2,1O. 87 Amend sheet A2.10 to show wall types capable of resisting passage of smoke at the ski storage room and penthouse storage rooms. IBC 302.1.1.1 Specify door 114 to be self closing, • All wall types that are rated have been modified on A4,_ sheets (revised sheet A4, 1O included in set) with assembly notes to include "l 6 " o, c,) cont, to roof or floor deck or structure for a smoke proof seal. " • Door 114, as well as 113, 115 and 119 have been revised to have smoke seal. Doors 114, 115 and 119 have been revised to be 20 min rated, with passage type hardware and auto closing devices A9.1O. 89 Corridor 203 requires .5 hour fire resistive construction per IBC table 1016.2. This corridor is shown with unprotected openings into stair B and ground level area. Openings into this corridor shall be provided with .5 hour fire partition separation with 20 minute protected openings. Revise all plans and details. Also coordinate this opening with the skylight shaft enclosure construction. If the openings occur in the shaft enclosure, provide 2 hour fire barrier, 90 minute openings. IBC 707 Specify automatic closing operation of door 279. Also provide information showing the - _ _ - - /_ - - J -.- _ _ _ - - -- _ -I-- - - _ ---1 _ _ _ _ _ / _ _ - _ - J _/... _ h. - - - - _ -- /_ /_ _ - - - - _ . .. - J _ - - - --- -- r A A • The overhead coiling door has now been specified —section 083323. See attached, • The door schedule has been modified to call for "auto -self closing — fire alarm': 92 Revise all handrail details at stair B. Handrails are required on both sides of the stair. Handrails shall be 1 1 /2" -2" in diameter, shall be continuous for the length of the stair and shall have extensions at the top and bottom per ANSI 117.1 1998. Revise 131A6.20 to show a complying handrail, Plan details shows a 4" wide handrail. • Detail has been changed to show 2x2 handrails at Stair B. 102 Include all required accessible clearances and dimensions per ANSI 117.1 1998 in the enlarged restroom plans and details. Multiple sheets. SheetA7,80 details show the restroom counter and lavatory above the maximum 34" height allowed by ANSI 117,1 1998 section • Detail has been changed to 34 inches to top of counter and 28 inches clear under. 103 Amend plans details at finish floor transition at ground level floor, recessed floor at main entry vestibule and exterior sidewalk areas. Specify interior and exterior finish elevation levels at all ground floor entrances. Show compliance with ANSI 117.1 1998 section 302. Multiple sheets. Amend details to show a maximum %" height at the thresholds per ANSI 117,11998 • Detail VAZ51 has been modified to reflect the required dimension of !12" if at 1;2 slope, The threshold will be an accessible threshold with these max requirements Detail 11AZ 60 has been modified to clearly show that the finish material is flush with the floor mat, 110 Windows 247 -250 are shown open to the skylight shaft enclosure. Clarify if Tyco glass system is proposed at these openings, or provide 2 hour fire barrier wall. Specify fire sprinkler system for 2 hour fire barrier assembly at window 250 • Window 250 note has been changed from 4 to 3 to reflect the sprinkled window. A9.30. 194 Amend all fireplace details to show outside combustion air intake for non - direct vent models. Coordinate with mechanical plans. Multiple sheets. TOV ord. The outside combustion air ducting to the Contempo fireboxes has not been addressed on either architectural or mechanical plans as indicated on the response, • Detail5 1A7.70 has been modified to show damper vent for O.A. Mechanical drawings show ducted O.A. 212 Include a complete statement of special inspection per IBC 1704.1.1 The statement of special inspection submitted is not prepared by the registered design professional as required by IBC 1704,1,1, The statement must contain all required information per IBC 1704,1.1, • See attached letter from architect 217 Include a deferred submittal list per IBC 106.3.4.2 as necessary for any deferred items. Please include a complete deferred submittal list separate from the plan re view response letter, stamped and signed by the architect, or engineer or record, The deferred submittal list should include detail on what specific plans or documents will be submitted and a reference to what code section the documents or plans will be showing compliance to Please also include a schedule of when the deferred items will be submitted, • Letter has been included, We have included a revised sheet A8.50 with a change to the Rrep /aces at unit 303. One deleted and one moved closer to the outside wall, Structural Comments: 229 Include complete construction plans and details for the proposed micropile reinforcement at the existing foundation system. Plans indicate details to be provided by the micropile subcontractor. No information was received. Include complete structural plans and details designed by a Colorado State Licensed Engineer. Requested plans or information was not received with the revised plans • Plans have now been attached. Mechanical Comments — see attached responses from Rader Engineers belo 262 Include chimney venting plans and combustion air duct plans for all proposed fireplaces. The outside combustion air ducting to the Contempo fireboxes has not been addressed on either architectural or mechanical plans as indicated on the response, • Detail 5/AZ70 has been modified to show damper vent for O.A. Mechanical drawings show ducted aA, 274 Amend all outside air intakes on the south side of the building to provide a minimum 10' from the property line IMC 401.5. Multiple sheets. Sheet M2,3 shows 1016D2 -OSA within 10' of the south property line 275 Provide access panels for all clothes dryer duct booster fans and in -line bathroom exhaust fans. The requested information was not found on the revised plans Electrical Comments — see attached responses from Rader Engineers below. 306 Dwg E1.1: Indicate how the elevator shunt trip accomplished. Only the main power to the elevator machine should be shunt tripped. The cab lighting, machine room lighting and receptacles are not to be shunt tripped. IBC chapter 30. 311 Outdoor spa: Show compliance with NEC 680.40 including bonding and GFI receptacle requirements. The comment referenced the worknote #14 to provide more bonding detail, Emergency shutdown for residential Spa /hot tub is exempt per 680,41, so the shunt trip located in the switchgear room on dwg E1.1 is not required, Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F: \cdev\ CHRIS \PERMIT. COMMENTS \B07 - 0011 \607- 0011secondcheck DOC Response to Town of Vail Comments dated 5/1/2007 Mechanical Responses 262. Plans have been revised to show combustion air ducting to all Living Room (Contempo) fireplaces. A 6" diameter duct connected to a 6x6 wall louver has been shown in each case. Connection to fireplace shall be per manufacturer's installation instructions. See sheets M2.2, M2.3, M2.4, M2.5 attached. 274. Outside air louver has been relocated to comply. See sheet M2.3 attached (grids 9 & F). 275. Changes have been made to comply (sheet M2.2 attached, two locations). See also attached sheets P2.0 & P2.OU for significant plumbing changes. Waste and Storm Drain piping has been revised to exit the building at one location each. Waste exits at the existing piping near gridline 23 and Storm Drain exits at existing piping near gridline 6. The following are Additional changes made to the Construction Documents. Drawings have been updated but are not being re- issued at this time. 1. M1.1 —Air Devices Schedule (spec changed so that louver is available in 6x6 and 10x6 sizes) o D2 ■ Ruskin ELF 15J, 1 -1/2" louver, bird screen. 2. M1.2 — Pump Schedule (pumps changed to be compatible with VFDs) o HWP -la &b ■ Grundfos TP 50-160/2,80 GPM @ 42' TDH, 1 -1/2 HP, 208/3, remarks 1, 3, 6 M9 My Mm2wi . 1 -491 ■ Grundfos TP 80-80/4,140 GPM @ 24' TDH, 1 -1/2 HP, 208/3, remarks 1, 3, 6 3. M2.0, M2.OU, M2.1, M2.6 —Coded note 12 added. 4. M3.1 & M4.1 - Change size of DCW make -up water to cooling tower from 1- 1 /2" to I". 5. M3.3 — revise typo at schematic "E ". Service from street is 8" not 6 ". Response to Town of Vail Comments dated 5/1/2007 Electrical Responses With respect to Electrical comments #306 and #311, the drawings below are modified as follows: E1.1 (sheet attached) - Removed the shunt trip and comment - Updated the Elevator Shunt Trip Schematic E2.0 (sheet updated but not re- issued at this time) - Deleted Note 13. - Updated Note 14 to add a #8 awg. copper wire for hot tub ground bonding. E2.OU (sheet updated but not re- issued at this time) - Deleted Note 13. - Updated Note 14 to add a #8 awg. copper wire for hot tub ground bonding. E2.1 (sheet updated but not re- issued at this time) - Deleted Note 13 - Updated Note 14 to add a #8 awg. copper wire for hot tub ground bonding. E2.2 (sheet attached) - Deleted Note 13 - Delete emergency pushbuttons at hot tubs (2 places). - Updated Note 14 to add a #8 awg. copper wire for hot tub ground bonding. - Added disconnect switches at junction boxes for heat tape. E2.3 (sheet attached) - Deleted Note 13 - Delete emergency pushbuttons at hot tubs (3 places). - Updated Note 14 to add a #8 awg. copper wire for hot tub ground bonding. E2.4 (sheet attached) - Deleted Note 13 - Delete emergency pushbuttons at hot tubs (4 places). - Updated Note 14 to add a #8 awg. copper wire for hot tub ground bonding. E2.5 (sheet updated but not re- issued at this time) - Deleted Note 13. - Updated Note 14 to add a #8 awg. copper wire for hot tub ground bonding. AV MR Air architects. inc May 9, 2007 Chris Gunion Town of Vail 75 S. Frontage Road Vail, CO 81657 RE: Cascade Residences - Deferred Submittal List Dear Chris: Per comment 217 the following is the deferred submittal list for Cascade Residences: 1. Firestopping — Shop drawings will be submitted showing the required assemblies based upon code requirements and the specification section 078413, Penetration firestopping. The submittal should be ready around the beginning of July. 2. Finishes will be submitted in approximately one month. It will include interior elevations and a finish schedule. It will answer any questions about flame spread, if required, and impervious surfaces at public restrooms (which are covered on permit set of drawings). 3. Skylights — The skylight shop drawings will be stamped for wind loads and structure for self supporting skylights and cover code required glazing. It should be ready about mid to late June. 4. Shoring of the wall at North side of bldg — Will be stamped for structural design and show relationship to utilities. It should be ready by the beginning of June. 5. Signage — Will show schedule of required signage per section 1110 signage, and drawings for size and finishes per ANSI 117.1 chapter 7. It should be ready in July. Sincerely, Sally Brainerd Principal in Charge RI<D Architects, Inc. Design and Construction 137 Main Street Suite G004 - P.O. Box 5055 - Edwards, Colorado 81632 - (970) 926 -2622 - (970) 926 -9822 fax w.rkdarch.com ow AV AN "architects, inc May 9, 2007 Chris Gunion Town of Vail 75 S. Frontage Road Vail, CO 81657 RE: Special Inspections Expected for Vail Cascade Residence Dear Chris: Per building code comments received from the Town Of Vail, Weitz (general contractor) will ensure that all special inspections will be performed in compliance with Section 1704 of the 2003 International Building Code. Furthermore, the specific inspections, for the types of work listed under Section 1704 which will be executed during the construction of the Vail Cascade Residence, are listed bellow. HP Geotech will be the entity responsible for assuring both special inspections and reporting are performed properly. Section 1704.2 Inspection of Fabrication Special inspections of all structural load- bearing members and assemblies fabricated in a shop are required. The inspector shall verify that detailed fabrication and quality control procedures are maintained in an effort to ensure the fabricator's ability to conform to approved construction document, as well as industry standards. The fabricator's procedures will also be reviewed for completeness and adequacy relative to code requirements. 2. Section 1704.3 Steel Construction The erected steel frame will receive a special inspection to verify compliance with the details shown on the approved construction documents, such as bracing, stiffeners, connections and member locations. Welding inspection shall be done on a periodic basis in compliance with AWS D1.1. Also, the installation of high- strength bolts shall be periodically inspected while the work is in progress. The special inspector shall determine that the proper standards for bolt, nut and washer materials, installation and tightening are all met. Continuous monitoring of bolt installation is only required when using the calibrated wrench method or the turn -of -nut method without matchmarking, neither of which will be utilized on this job. 3. Section 1704.4 Concrete Construction For concrete construction, special inspections will be performed to verify reinforcing steel material and placement. Anchor bolts to be installed in concrete will be inspected prior to placing the concrete. Also, a special inspector will be used to test concrete samples for strength, slump, and air content. RKD Architects, Inc. Design and Construction 137 Main Street Suite G004 - P.O. Box 5055 - Edwards, Colorado 81632 -- (970) 026- -2622 - (970) 926 -9822 fax w.rdarch.com AN AV AO.architects, inc 4. Section 1704.7 Soils A special inspection of existing site soil conditions, fill placement and load- bearing requirement is required by code. Prior to placement of fill the inspector will determine that the site has been prepared in accordance with the approved soils report. Once the fill has been placed, the special inspector will verify the density of the compacted fill complies with the approved report, and is suitable for the designated loads to be applied during construction. 5. Section 1704.11 Sprayed Fire - Resistant Materials Special inspections for spayed fire - resistant materials applied to structural elements and decks shall be based on the fire - resistant design approved in the construction documents. These inspections will include determining proper preparation of the structural surface, as well as verifying a thickness, density and bond strength of the fire - resistant material in accordance to ASTM standards. Sincerely, Sally Brainerd Principal in Charge 13f CO O , yV ,\cH eq 9 ti p Ito A 1 1 1 RKD Architects, Inc. Design and Construction 137 Main Street Suite G004 - P.O. Box 5055 - Edwards, Colorado 81632 - (970) 926 -2622 -- (970) 926 -9822 fax FITTITYMMAMUNM The Cascade Residences Project Manual 083323- 1 SECTION 083323 - OVERHEAD COILING DOORS PART 1- GENERAL 1.1 SECTION REQUIREMENTS A. Submittals: Product Data and Shop Drawings. B. For fire doors, provide assemblies that comply with NFPA 252 that are identical to door and frame assemblies tested for fire- test - response characteristics per UL IOC, and that are labeled and listed for fire ratings indicated by a testing and inspecting agency acceptable to authorities having jurisdiction. Comply with UL 1784 per code requirements. PART 2- PRODUCTS 2.1 OVERHEAD COILING DOORS A. Products subject to code compliance: 1. Alpine Overhead Doors, Smoke - Fire -Tite. 2. Cornell Fire Products, Fire Doors 3. McKeon, Auto set Model FSFD B. Door Curtain Slats: Galvanized steel, Aluminum or Stainless - steel, flat - profile slats. C. Operation: Electrical with auto reset closing system to meet code requirements. D. Tracks, Supports, and Hardware: Manufacturer's standard. PART 3 - EXECUTION 3.1 INSTALLATION A. Install door, track, and operating equipment complete with necessary hardware, jamb and head mold strips, anchors, inserts, hangers, and equipment supports. B. Install fire -rated doors to comply with NFPA 80. C. Test and adjust controls and safeties. END OF SECTION 083323 OVERHEAD COILING DOORS 083323- 1 Department of Community Development Building Safety and Inspection Services 75 South Frontage Road Vail, Colorado 81657 970 - 479 -2138 FAX 970 - 479 -2452 www. vailgov.com o Py BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor /Applicant Architect Weitz Company RKD Architects Inc. Barry Monroe proj #04070 FAX /Email #: barry.monroe @weitz.com sally @rkdarch.com NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 18 Chris Gunion, Building Plans Examiner Stan Hahn, Electrical Inspector 03/07/2007 B07 -0011 Cascade Village Theater Inc. 1310 Westhaven Drive Vail, CO R- 2 /S- 1 /S- 2 /M /A /B I -B proposed 6 7 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, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2005 National Electrical Code as modified and adopted by the Town of Vail. The following comments will need to be addressed prior to issuance of a building permit: For processing: • Please submit four complete sets of revised construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comment by marking the attached list or creating a response letter. Indicate which plan sheet detail specification or calculation shows the requested information Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature, registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans For commercial or multi - family projects all sheets of the plans must be stamped. Review comments for plans and documents submitted for review January 29, 2007 1 Coordinate plan resubmittal with Town of Vail Public Works and Vail Fire and Emergency Services comments. Revised sets must address all department comments. Architectural Comments: 2 All plans sheets must be stamped and signed by the architect or engineer of record. IBC 106 3 Include complete civil utility plans with the building permit sets. MEP refers to civil plans. IBC 106 4 Revise entire project code analysis to include complete documentation on analyzing the proposed building separately from the adjacent buildings. Include complete information and documentation on the existing connections to the hotel building at loading area connection and bridge connections. Separate buildings may be connected only by construction complying with IBC 3104, otherwise the buildings must be analyzed as one building. IBC 503 5 Include the complete building code analysis on the plan sheets. IBC 106 6 Amend code summary to indicate if non - separated or separated used are proposed. Current code review appears to use non - separated used with S -2 as the most restrictive occupancy. The building contains S -1 occupancy group. This is the most restrictive. Revise code analysis and allowable area accordingly. IBC 302.3 7 Revise building code analysis and plans to indicate the actual proposed building area as defined by the IBC. All information shows only the allowable area. IBC 106 8 Revise building code analysis and plans to clearly document how a 50% building frontage increase was calculated. Include site plan with complete frontage calculations. Frontage increase must be on a street or approved fire lane. Verify if frontage increase in necessary. IBC 506.2 9 Amend all plans, life safety report and building code analysis to provide a code complying design for the proposed atrium or skylight shaft enclosure. Proposed building design does not comply with either atrium provisions of IBC 404 or shaft enclosure provisions of IBC 707. Revise all plans completely. Multiple sheets. Since the proposed design does not comply with atrium provisions, plan review has assumed the design intent is to comply with shaft enclosure provisions in IBC 707. If the design intent is to comply with atrium provisions of IBC 404, additional plan review comments will be issued. 10 2 hour fire barrier wall construction is required above and below the proposed Tyco glass wall system. Amend all plans and details. IBC 707. 11 A minimum 36" height "pony wall" is required at the sill of the Tyco glass wall system. Refer to the ICC evaluation report. Amend all plans and details. 2 hour wall construction is required. IBC 707. 12 Proposed building design shows open area between garage level lobby, ground level and second level. 2 hour wall construction, floor construction, or Tyco glass wall system is not shown to separate these levels. 90 minute protected openings and 2 hour fire barrier construction is required. Amend all plans to show compliance with shaft provisions of IBC 707. Multiple sheets. 13 Revise building code analysis and plans to include potential A- occupancy uses on the ground floor. Revise building code analysis and means of egress plans to use assembly occupant load factors for the potential A occupancy groups on the ground floor. Also amend door hardware, swings etc. IBC 1004. 14 Documents indicate proposed construction type is I -B. Verify type of construction used for existing portions of the building proposed to remain in place. Include information showing the existing building was constructed as required for type I -B construction, or show how the existing building will be modified to meet I -B construction type. Existing and proposed areas must both comply with type I -B construction requirements. IBC 503, Ch. 6. 15 Amend plans to provide sheets showing the complete UL, Gypsum Association or other fire resistive listing construction details and listings for each fire resistive assembly used in the building. IBC ch. 6 16 Amend all floor plans to reference details for fire resistance rating and detail at all structural columns. Provide complete construction details with fire resistive listings for each type of structural column. IBC table 601 17 The parking garage must be separated by a minimum 1 hour fire resistive construction per Table 302.1.1. The parking garage is shown opening into the shaft at lower garden level. A 1 and 2 hour fire barrier separation is required per IBC 302.1.1. and IBC 707. Openings in 1 hour fire barriers shall be self closing, 60 minute doors, or if the openings occur at the 2 hour shaft fire barrier, 90 minute doors area required. The sliding glass doors are not permitted as part of the fire resistive Tyco glass wall assembly. Amend all plans and code sheets. 18 Amend code review sheets to indicate first story above grade plane is actually the basement level. The building is six stories as proposed. Multiple sheets. IBC 202, 502 table 503 19 Amend all code review sheets to show occupant load totals at each exit location. IBC 106, Table 1004.1.2. Multiple sheets. 20 Amend all code review sheets to clearly indicate occupancy group for each area on the plans. IBC 106, Ch. 3. Multiple sheets. 21 Amend all code review sheets to clearly indicate occupant load factor used for establishing occupant load of that space. IBC table 1004.1.2 22 Amend O.CB to show exit locations from the mechanical room. IBC 1014.3. 23 Coordinate architectural plans with mechanical drawings for refrigeration machinery room requirements. IBC 1014.4 and IBC 302.1.1 24 Amend basement and first level code sheets to show "worst case" common path of egress travel distance as well at total travel distance. IBC 1013.3 and IBC 1015. Sheets O.C1 and O.CB 25 Amend unit 304L to show common path of travel distance. Measurement is not shown. Sheet O.C2 IBC 1013.3 26 Amend all code sheets to show 2 hour shaft enclosure at the skylight shaft. 27 Amend code sheets to show 2 hour exit enclosure, .5 hour corridor and 2 hour exit passageway fire resistive ratings at the southwest stair enclosure and all corridor areas, all levels. 28 Amend first floor code plan to show occupant load totals at stair from basement exit. Add to occupant load totals on first floor exit plans. IBC table 1004.1.2 29 Amend first floor code plan to show 2 hour exit passageway construction at Hallway 111. IBC 1019, 1020 Sheet O.C1 30 Show occupant load from existing condos on second floor and third floor code review plans. Sheets O.C2 and 3 IBC 1004.1.2 31 Revise unit 303 common path of travel measurement. Line is shown incorrectly through the kitchen area. Common path of travel may not exceed 75'. Revise plans accordingly. Sheet O.C3 IBC 1013.3, 1002 32 Show unit 403 common path of travel on the fourth floor code plans. IBC 1013.3, 1002 33 Amend fourth floor code plans for unit 401 to show the unit floor plan, occupant loads, exits and common path of travel. Sheet OC.4 IBC 1013.3 34 Show exit separation measurement for unit 401U and 404U upper level exits. Two exits are required from the upper level of the units due to common path of exit travel requirements. Multiple sheets. IBC 1013.3, IBC 1014. 35 Clarify unit 402 common path of egress travel measurement. Plans need only show "worst case" distance. Sheet O.C4 IBC 1013.3 36 Unit 403 common path exceeds 75'. Revise plans. Multiple sheets. IBC 1013.3 37 Include an exit plan for basement and first levels showing exit discharge path to the public way and occupant load totals at all exit discharge locations. Multiple sheets. IBC 106, IBC 1023 38 Amend all code plans to reference the appropriate wall assembly per IBC ch. 7 Ex. Fire barrier, fire partition etc. Plans currently reference fire walls. There are no fire walls as defined per IBC 705. 39 Amend all door schedules to clearly indicate self closing or automatic closing hardware where required at all fire and or smoke rated doors. Multiple sheets IBC 715.3.7 40 Amend all sheets to clearly show all wall type tags at fire resistive construction. IBC ch. 7 41 Amend code sheets and sheet A2.01- to show wall type between unit 101 and delivery area. 1 hour fire barrier is required. IBC 302 42 Doors 06 and 07 and sidelights 19 and 20 are in the 2 hour skylight shaft enclosure fire barrier. 90 minute rating is required for doors 19 and 20 (IBC table 715.3). Windows 19 and 20 are required to comply with 2 hour Tyco glass wall assembly as proposed. IBC 707 43 Amend sheet A2.01- and code plans to show 2 hour fire barrier construction at the elevator shaft. IBC 707. 44 Amend sheet A2.01- and code plans to show 2 hour fire barrier construction at the elevator equipment room. IBC 3006.4. 45 Amend doors 32 and 33 to 90 minute. IBC 3006.4 46 Amend code sheets and A2.01- to provide 2 hour fire barrier walls at stair F. IBC 707 47 Amend doors 35 and 36 to 45 minute. IBC table 715.3 48 Include complete product information for proposed elevators smoke doors. Provide UL 1784 listing, specify closing operation and show compliance with IBC 3002 and IBC 707.14.1. 49 Amend door 14 to show compliance with IBC 1008.1.3.2 and 1008.1.3.3 50 Amend 7/A6.20 to show handrails on both side of the stair E with ANSI 117.1 1998 code complying extensions top and bottom. IBC 1009, ANSI 117.1 1998 51 Amend 7/A6.20 and other stair E details to show handrail extensions at the top and bottom of the stairs per ANSI 117.1 1998. 52 Amend stair section reference on 7/A6.20 to the appropriate stair E section. Plans reference incorrect detail. IBC 106 53 Amend stair E to a minimum 44" in width. IBC 1009.1 54 Amend stair F to a minimum 44" width. IBC 1009.1 55 Amend stair F to show 2 hour fire barrier assembly on the underside of the stairs. Sheet A2.OL and A6.30 IBC 707 56 Include construction details for the lower garden level stairs below stair F. IBC 106 57 Amend door 05 to provide a minimum 32" clear width. This is the required exit door from unit 101. IBC 1008.1.1. 58 Amend plans to provide door schedule for the exit doors from unit 101 and unit 102 patios. IBC 106, ch. 10 59 Amend doors 19 and 17 to 90 minute. IBC 1019, IBC 707 60 Amend sheet A2.01- to show 2 hour fire barrier wall assemblies at stair A. 61 Amend A6.10 stair A sections /details to show a listed construction assembly for the 2 hour sloped lid areas. IBC 706.5 62 Amend A6.10 stair A details to show a 2 hour wall assembly between the mechanical shaft and the stair enclosure. 63 Amend A6.10 stair A details to show continuity at fire barrier construction where the 2 hour walls intersect with the 2 hour floor /ceilings. IBC 706.4 64 Amend stair A to provide a minimum 44" width. IBC 1009.1 65 Amend code plans and A2.OL to show wall type at the separation at the mechanical room. IBC 302.1.1.1 66 Amend code plans and A2.01- to show 2 hour fire barrier separation at the generator room. IFC 604.2.14.1. 67 Revise plans to identify doors into the generator room. 90 minute rating is required. IFC 604.2.14.1. 68 Amend code plans and A2.01- to show a clear egress path from door 22 mechanical room exit. IBC 1013 69 Coordinate mechanical room boiler vent shaft on A2.01L. Clearly show 2 hour shaft construction. IBC 707 70 Amend site plans and A2.01- to show landing and exit discharge at door 18. IBC 1023 71 Amend site plans and A2.01L to show landings and exit discharge at unit 101 and 102 patio exit doors. IBC 1023 72 Amend all enlarged unit plans to show wall construction types on the floor plans. IBC 106 73 Amend unit 101U to provide a detail for the hallway guardrail. Minimum 42" height is required. IBC 1012 74 Amend 11/A6.20 to show guardrail height a minimum of 42 ". Guard height within dwelling unit may be 34" -38" only where the guard serves as the handrail. IBC 1012 75 Enclosed usable space under unit stairs requires 1 hour fire resistive construction. Revise stair details. Multiple sheets. IBC 1019.1.5 76 Amend all floor plans and fireplace sections and details to show 2 hour shaft construction for each chimney or vent. IBC 707. 77 Show all wall type construction on sheet A2.OU IBC 106 78 Provide a reflected ceiling plan for upper garden level. IBC 106 79 Include construction details for stair C. IBC 106, IBC 1009 80 Amend sheet A2.10 to indicate all wall construction types. IBC 106 81 Amend "hallway 111" to comply with all exit passageway requirements. Refer to all requirements listed in IBC 1020. 82 Amend all sheets and details to show 2 hour wall construction at the elevator shaft. IBC 707. 83 Amend sheet A2.10 to show 2 hour fire barrier construction at the exit passageway. IBC 1020 84 Amend sheet A2.10 to show 2 hour fire barrier construction at stair A. IBC 707 85 Amend sheet A2.10 to show 2 hour fire barrier construction at stair C. IBC 707 86 Amend sheet A2.10 to show 2 hour fire barrier construction at the mechanical shafts. IBC 707. 87 Amend sheet A2.10 to show wall types capable of resisting passage of smoke at the ski storage room and penthouse storage rooms. IBC 302.1.1.1 88 Amend doors 108 and 113 to provide self closing hardware. IBC 302.1.1.1 89 Corridor 203 requires .5 hour fire resistive construction per IBC table 1016.2. This corridor is shown with unprotected openings into stair B and ground level area. Openings into this corridor shall be provided with .5 hour fire partition separation with 20 minute protected openings. Revise all plans and details. Also coordinate this opening with the skylight shaft enclosure construction. If the openings occur in the shaft enclosure, provide 2 hour fire barrier, 90 minute openings. IBC 707 90 Amend door 125 to 90 minute. IBC 1019 91 Revise all stair detail references on sheet A2.10 for stairs B and A. The stair detail references the incorrect sheet number. IBC 106 92 Revise all handrail details at stair B. Handrails are required on both sides of the stair. Handrails shall be 1 1 /2" -2" in diameter, shall be continuous for the length of the stair and shall have extensions at the top and bottom per ANSI 117.1 1998. 93 Revise stair B. Open risers are not permitted. IBC 1019, ANSI 117.1 1998 94 Revise the men's restroom entry door 119 to provide the required pull side clearance per ANSI 117.1 1998. The structural column is shown obstructing the required door clearance. 95 Revise fixture count in men's and women's bathrooms to comply with IBC ch. 29 based on the commercial space served. 96 Revise all stair A details on A6.10 to show 2 hour fire barrier wall construction at all levels. Multiple sheets. 97 Revise stair D to a minimum 44" width. Occupant load served is greater than 50. IBC 1009.1 98 Revise stair D to provide handrails on both sides of the stair with extensions top and bottom per ANSI 117.1 1998 99 Revise stair D upper landing guard to a minimum 42" in height. Multiple sheets. 100 Specify slope of exterior ramp exit discharge at the bottom of stair D. Provide handrails as necessary. Coordinate protection from snow and ice with mechanical drawings and snowmelt system as necessary. IBC 1010.7.2 Multiple sheets. 101 Revise north elevation and sheet A2.10 to include construction detail for the guardrail at the exterior walkway at the discharge of stair C. IBC 1012 102 Include all required accessible clearances and dimensions per ANSI 117.1 1998 in the enlarged restroom plans and details. Multiple sheets. 103 Amend plans details at finish floor transition at ground level floor, recessed floor at main entry vestibule and exterior sidewalk areas. Specify interior and exterior finish elevation levels at all ground floor entrances. Show compliance with ANSI 117.1 1998 section 302. Multiple sheets. 104 Amend A2.20 to clearly show all wall types at all areas requiring fire rated wall construction on the floor plans. 105 Revise A2.20 to show wall types a the shaft enclosure and provide 90 minute openings at stair B into corridor 203. IBC 707 106 Amend doors 200, 201 and 202 to 20 minute. IBC 1016 107 Amend windows 251, 252 and 253 to 45 minute. IBC 715.4 108 Amend all window sizes in the fire rated R occupancy corridors to comply with the size limits in IBC 715.4.3 for wired glass, or NFPA 80 for non -wired glass. 109 Amend door 227 to 20 minute. IBC 1016 110 Windows 247 -250 are shown open to the skylight shaft enclosure. Clarify if Tyco glass system is proposed at these openings, or provide 2 hour fire barrier wall. 111 Amend windows 244, 245 to 45 minute. IBC 715.4 112 Amend sheet A2.20 to show fire rating of existing building wall and openings that are now part of the exit corridor, vertical exit enclosure or shaft enclosure. IBC 106 113 Provide 2 hour wall construction between stair C and unit 304L. IBC 707, 1019 Sheet A2.20 114 Amend A8.10 unit 205 type B bathroom to show clear floor place at the shower. ANSI 117.1 1998 section 1003.11.3.2.3 115 Amend all toilet room grab bar installation detail to show side grab bar a minimum of 42" in length. ANSI 117.1 1998 section 604.5. Multiple sheets 116 Amend clear floor space at refrigerator /freezer to show parallel approach centered on the appliance per ANSI 117.1 1998 section 1002.12.6.6 at all type B dwelling unit kitchens. Multiple sheets 117 Show all wall construction type tags at all enlarged unit floor plans. Multiple sheets. 118 Revise master bedroom fireplace detail 7/A7.70 to reference the appropriate section on A7.70. IBC 106 119 Coordinate A7.70 and A7.71 to show 2 hour shaft construction at all vertical fireplace vents where passing through levels above. Coordinate all fireplace vent routing with mechanical plans. IBC 707 120 Revise unit 206, sheet A8.20 floor plan to show clear 48" width dimension at water closet compartment in bathroom 255. ANSI 117.1 1998 121 Revise unit 206, sheet A8.20 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 254 shower. ANSI 117.1 1998 section 1003.11.3.2.3 122 Revise all condo unit floor plans to show required dimensions to centerline of water closet at type B bathrooms. Multiple sheets ANSI 117.1 1998 123 Clarify window 237, unit 206. Window schedule indicates egress unit. Window type 13 is shown as a fixed window. IBC 1025 124 Revise unit 304L, sheet A8.30 floor plan to show clear 48" width dimension at water closet compartment in bathroom 265. ANSI 117.1 1998 125 Revise unit 304L, sheet A8.30 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 266 shower. ANSI 117.1 1998 section 1003.11.3.2.3 126 Include 2 hour wall construction type at all shafts in unit 304L. A8.30 IBC 707 127 Include information on existing door and wall construction into the pedestrian walkway to the Cascade Hotel on A2.20. Show compliance with pedestrian walkway provisions of IBC 3104 128 Include information on the existing doors and wall construction at the existing condo units opening into the corridor and the existing exit enclosure stairway serving the proposed building. IBC 1016 Sheets A2.20, A2.30, A2.40 129 Amend sheet A2.20, A2.30, A2.40 to show the location of the property line at the south side of the building. 130 Amend sheet A2.30 to clearly show all wall types at all areas requiring fire rated wall construction on the floor plans. 131 Amend windows 351, 352, 353 to 45 minute. IBC 715.4 132 Windows 347 -350 are shown open to the skylight shaft enclosure. Clarify if Tyco glass system is proposed at these openings, or provide 2 hour fire barrier wall. 133 Amend A2.30 to provide 2 hour fire barrier wall at unit 303 Den adjacent to atrium. IBC 707 134 Amend windows 343, 344, 345, 346 to 45 minute. IBC 715.4 135 Sheet A2.30 references wall type 3B. This does not appear on the wall type schedule. IBC ch. 7 136 Provide guard details at unit 304 stairway where floor is open to below. IBC 1012 137 Amend A2.30 to show 2 hour fire barrier construction at all shafts on this floor. IBC 707 138 Corridor 300 dead end exceeds 20' at unit 304 and 303 entry area. 2 exits are required at this point based on occupant load. Revise plans A2.30 IBC 1016.3 139 Amend window 315 to specify egress unit. IBC 1025 Sheet A9.03 140 Revise unit 302, sheet A8.40 floor plan to show clear 48" width dimension at water closet compartment in bathroom 317. ANSI 117.1 1998 141 Revise unit 302, sheet A8.40 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 316 shower. ANSI 117.1 1998 section 1003.11.3.2.3 142 Revise water closet compartment 317 to a minimum 48 "x66 ". Sheet A8.40 ANSI 117.1 1998 section 1003.11.3.1.2.2 143 Revise water closet compartment 331 to a minimum 48 "x66 ". Sheet A8.50 ANSI 117.1 1998 section 1003.11.3.1.2.2 144 Revise unit 303, sheet A8.50 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 330 shower. ANSI 117.1 1998 section 1003.11.3.2.3 145 Amend all unit floor plans to show locations of controls at the tubs and showers. Controls shall be at the head of the tub. Coordinate with clear floor spaces ANSI 117.1 1998 1003.11.3.2 146 Amend all unit floor plans to show dimension to centerline of lavatory in the type B bathrooms. ANSI 117.1 1998 147 Amend A8.31 to show dimension at the lavatory in bathroom 363. A 24" lavatory countertop will encroach on the 30 "x 48" clear floor space at the tub. ANSI 117.1 1998 148 Amend A2.40 to clearly dimension corridor widths. IBC 1016. 149 Amend A2.40 to show unit 401 floor plan. The floor plan is missing from this sheet. IBC 106 150 Show all wall type construction on sheet A2.40. IBC ch. 7 151 Amend A2.40 to show 2 hour fire barrier construction at all shafts on this floor. IBC 707 152 Amend door 405 to 20 minute. IBC 1016 A2.40 153 Amend windows 451, 452, 453, 454, 448, 449, 450 to 45 minute. IBC 1016 A2.40 154 Amend A2.40 to provide 2 hour fire barriers at all walls surrounding skylight shaft area. IBC 707 155 Label door from unit 403 into the corridor. 20 minute listing is required. A2.40. 156 W113 exterior wall type is shown between units 402 and 403. A2.40 157 Amend plans to provide dwelling unit separation wall types between unit 404 and 304 vaulted space. A2.40 158 Amend unit 404 stair to provide 1 1/4 " -2" diameter handrails. IBC 1009 159 Amend unit 404 stair to provide 42" guards at the stair opening. IBC 1012 160 Revise unit 403, sheet A8.80 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 435 shower. ANSI 117.1 1998 section 1003.11.3.2.3 161 Amend unit 403, sheet A8.80 to show 30 "x 48" clear floor space at the range. ANSI 117.1 1998 section 1002.12.6 162 Amend A8.80 to provide reference for living room fireplace details. 163 Amend unit 403 stair to provide 11/4"-2" diameter handrails. IBC 1009 164 Amend unit 403 stairs to provide 42" guards at the stair opening. IBC 1012 165 Revise unit 402, sheet A8.70 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 428 shower. ANSI 117.1 1998 section 1003.11.3.2.3 166 Amend unit 402 stair to provide 1 1/4 " -2" diameter handrails. IBC 1009 167 Amend stair sections and reflected ceiling plans to clearly show ceiling height at bathroom 428 shower. IBC 1208 Multiple sheets. 168 Amend unit 401 bathroom 407 to provide a minimum 48 "x66 ". Sheet A8.60 ANSI 117.1 1998 section 1003.11.3.1.2.2 169 Amend A8.60 to show dimension at the lavatory in bathroom 407. A 24" lavatory countertop will encroach on the 30 "x 48" clear floor space at the tub. 170 Amend A8.60 to provide a minimum 30" x 48" clear floor space positioned for parallel approach at the lavatory. ANSI 117.1 1998 section 1003.11.3.2.1 171 Revise unit 401 door 405. Column is blocking the exit door. IBC 1014 Sheet A8.60 172 Amend unit 401 spiral stairs to show a minimum 26" tread width in compliance with IBC 1009.9. 173 Revise 4 th floor ceiling heights to a minimum 7' -6" per IBC 1208. 7' is allowed only in specific rooms per IBC. 174 Amend A2.50 to provide 2 hour fire barriers at all walls surrounding skylight shaft area. IBC 707 175 Windows 511 -516 are shown open to the atrium. Clarify if Tyco glass system is proposed at these openings, or provide 2 hour fire barrier wall. IBC 707 176 Clarify floor plans and wall locations at closet 500. Sheet A2.50 177 Clarify wall type 3B shown on sheet A2.50. This wall construction type does not appear on sheet A4.10. 178 Provide 2 hour fire barrier construction at all shafts shown on sheet A2.50. IBC 707. 179 Provide 2 hour fire barrier construction between bedroom 555 and the Stair A enclosure. IBC 1019 180 Revise unit 404U to show required exits separated by a minimum of 1/3 the overall diagonal. Unit 404 upper level requires two exits due the common path of egress travel. IBC 1014 1013.3 Multiple sheets 181 Revise unit 401U to show required exits separated by a minimum of 1/3 the overall diagonal. Unit 401U upper level requires two exits due the common path of egress travel. IBC 1013.3 Multiple sheets 182 The stairway A to the roof does not comply with IBC 1009.12. Ladder access to the upper roof is not permitted. Stairway A must continue to the level 152' -2" roof level. 183 Revise door 548 size to comply with IBC 1009.12.1. Multiple sheets. 184 Amend all floor plans and sections /details for the new pedestrian walkway bridge to show 2 hour fire resistive wall types, beams, floor /ceiling assembly and roof /ceiling assembly where attaching to both the new and existing buildings. Include complete fire resistive construction details and UL or other listings for the construction. Plans reference 2 hour fire resistive construction, but no listings are provided. Multiple sheets. IBC 3104 185 Amend plans to provide a 2 hour wall type at door 277 for the area of the pedestrian walkway connection. Sheet A2.20, A2.70 IBC 3104 186 Amend A2.70 to provide 90 minute door at the existing door from the Cascade spa building into the new pedestrian walkway. IBC 3104 187 Amend roof plan to specify fire rating classification of the proposed roof covering materials. Class A roof covering is required per TOV ordinance. Multiple sheets. 188 Show minimum 1 /4" per foot slope on the roof plans, or minimum slope as required by the roof material installation instructions. IBC 1507.11.1 189 Include complete submittals for the glass roofs /skylights. Show compliance with IBC 2405 and provide structural engineer's review and approval for structural loads per IBC ch. 16. 190 Revise all building sections and details to show the fire resistive listings and assemblies for the 2 hour floor /ceilings, beams, columns structural frame etc. IBC ch. 6 multiple sheets. 191 Revise building sections and details to show complete roof construction assembly information and 1 hour fire resistive listing. 192 Provide top of wall construction assembly details for all fire partitions where terminating at the 2 hour corrugated deck concrete floor /ceiling. IBC 708 193 Include product listing and complete details for the 1" stucco system referenced on the building sections. Multiple sheets. IBC 2512 194 Amend all fireplace details to show outside combustion air intake for non - direct vent models. Coordinate with mechanical plans. Multiple sheets. TOV ord. 195 Include complete installation instructions for each type of fireplace proposed in the project manual. IBC 106 196 Include complete installation instructions and product listing for the "flue sentinel" in the project manual. IBC 106 197 Amend all A7.70 and A7.71 fireplace details to show individual 2 hour shaft construction for each fireplace and chimney. IBC 707. 198 Specify type of fireplace proposed in the lobby. Sheet A7.80. IBC 106 199 Include a complete list of proposed interior finish materials and the flamespread rating of each material per IBC ch. 8. 200 Revise A7.80 bathroom wall details to show wall finish per IBC 1210.2 201 Amend windows schedules to specify safety glazing at all hazardous locations per IBC 2406. 202 Vestibules are required at the entrances to the ground floor commercial spaces. IECC 802.3.6 203 Revise Com Check compliance certificate. The 2003 IECC is the adopted code in TOV. 204 Revise Com Check wall assembly. The proposed exterior wall assembly is not wood frame. 205 Amend all building sections and building details to show the required R- values and U- factors at all exterior building envelope. IECC 104.2. Coodinate with Com Check compliance certificate 206 Revise the building floor areas on the Com Check compliance certificate to reflect actual proposed construction. 207 Include all proposed skylights on the Com Check compliance certificate 208 Review items 1 -8 on page 2 of the Com Check compliance certificate. Check construction plans show compliance with these items. 209 Include plans and details for stairway signage per IBC 1019.1.7 210 Include plarvs and details for all required accessible signage per IBC 1110 and ANSI 117.1 1998. 211 Include plans and details for accessible means of egress signage per IBC 1007. 212 Include a complete statement of special inspection per IBC 1704.1.1 213 Include plans sheets showing complete firestopping details for all penetrations in fire resistive construction assemblies. Include details for pipes, conduits, cables etc. IBC ch. 7 214 Include plumbing fixture calculations for the common area bathrooms per IBC ch. 29. 215 Occupancy is not permitted in the existing portions of the building during construction and demolition. Include notes on the plans. 216 Verify existing pedestrian bridge to the Cascade Hotel does not serve as a required exit for the hotel. If the bridge is a required exit, include temporary exit plan for the occupants affected by the proposed construction. 217 Include a deferred submittal list per IBC 106.3.4.2 as necessary for any deferred items. Structural Comments: 218 Include 4 copies of the soils report stamped and signed by the geotechnical engineer of record. IBC 106 219 Revise design criteria for second and third floor corridors including pedestrian walkway bridge to a minimum 100 psf live load. Table IBC 1607.1 220 Revise design criteria for exterior decks to a minimum 100 psf live load. 221 Revise structural specifications to indicate the proper Ss and S1 mapped spectral response values. 222 Revise structural specifications to indicate the design spectral response as Sds and Sd1. 223 Include complete shoring plans for the existing portions of the building proposed to remain as necessary during demolition of the existing surrounding building. If shoring is not necessary, indicate on plans. 224 Amend D /S5.02 to indicate all rebar sizes. 225 Amend C /S5.01 to indicate footing width. Width is not specified on the S2.01 foundation plan. 226 Amend D /S5.12 and S2.01 foundation plans to show continuous footing at the new bearing wall. No plans or construction detail is shown. 227 Revise footing on 52.01 with section reference. E/S5.12 does not contain a footing schedule. The footing size is not indicated per the S2.01 schedule. 228 Clarify detail E /S5.01 where shown at the foundation wall between grids 18 and 19. This does not appear to be a column footing 229 Include complete construction plans and details for the proposed micropile reinforcement at the existing foundation system. Plans indicate details to be provided by the micropile subcontractor. No information was received. Include complete structural plans and details designed by a Colorado State Licensed Engineer. 230 Include complete construction plans and details for the proposed shoring at the existing concrete wall. D /S5.01. Plans indicate shoring by subcontractor. No information was received. Include complete structural plans and details designed by a Colorado State Licensed Engineer. Coodinate design of the new basement wall with the shoring plans. The proposed shoring in the right of way will be removed and is not permanent. 231 Include construction detail for foundation shown between G/5.01 pedestal footings. 232 Include complete construction details for the pedestrian walkway bridge. Sheet S7.01 has not been completed. 233 Amend framing plans showing fire shutter. Refer to architectural plans. 234 Clarify note on sheet S2.13 indicating demolition of the existing south bridge. 235 Include construction plans and details for the roof skylights designed by a Colorado State Licensed Engineer. 236 Coordinate location of hot tubs or spas on exterior decks. Amend structural design accordingly. Plumbing Comments: 237 A plumbing plan review could not be completed with the plans provided. Include complete drain, waste and vent plumbing plans. Risers shown on M4.5 do not contain complete plumbing details, or individual fixture waste and venting plans. Also show drain, waste and vent piping on the plumbing floor plans. IPC Ch. 7. Also show cleanouts at all waste piping per IPC Ch. 7. 238 Amend plans to provide a minimum 4" size waste pipe at the public restrooms and other waste piping serving greater than 20 drainage fixture units per IPC 710.1(2) 239 Coordinate building waste and sewer line connection with the civil drawings. Provide back water valves for any fixtures located below the upstream manhole. IPC 715 240 Include complete gas piping plans for the residential units. M4.2 shows MP piping to the unit only. 241 Amend all gas piping plans at MP regulators to comply with IFGC 410.2 items 4, 5 and 6. Sheet M4.2 242 Provide a dedicated gas supply to the generator with separate shutoff from the main building gas shutoff. TOV 243 Amend sheet M4.2 to provide gas shutoff at unit 101. IFGC 409 244 Gas meters and piping shall be protected from snow and ice per TOV ord. IFC 305.5. Coordinate with architectural plans. 245 Full open valves are required at the water supply to each residence and at the base of each water riser pipe per IPC 606.1. Sheet M4.1 246 Amend entry water service details to show backflow preventers at the irrigation and fire protection water stubs. IPC 608 247 Include water piping plans for the common restrooms, drinking fountain and janitor's closet. IPC 604 248 Amend typical water piping plan for dwelling units M3.3 to show pipe sizes for the supply to the fixture branch lines. IPC 604 249 Include piping plans for all primary and secondary condensate drains. Show routing and discharge location of the drains. IMC 307 250 Secondary condensate drains must comply with IMC 307.2.3. Discharge into a sink tailpiece is not permitted. Sheet M /M3.2 251 Exterior exit ramp to Westhaven Drive from the SA -6 exit stairs must be protected from snow and ice per IBC 1010.7.2. Snowmelt or roof cover is required. Coordinate with the architectural plans. M5.0 Mechanical Comments: 252 Include complete summary of the proposed types and quantity of refrigerant per IMC Ch. 11. Refrigeration machinery room separation may be required per IMC 1104.2 253 Coordinate atrium or shaft construction with the architectural plans. If atrium is proposed provide complete smoke control system plans per IBC 404 and 909. 254 A 2 hour fire barrier separation is required at the generator room. IFC 604.2.14.1. Penetrations in fire barriers require a fire damper. Revise 70x20 M.O.D. 255 Amend plans to show gas piping on each plan level. 256 Show proposed location of gas meters and main shutoffs. Gas meters shall be protected from snow /ice and vehicle impact per TOV ord. 257 Amend plans to include details for multiple boiler vent connectors and show connection from boilers to the 20" boiler vent. 258 Amend plans to include a boiler vent diagram showing total proposed vertical length and horizontal offset in accordance with the manufacturer's installation instructions. 259 Include manufacturer's listing and instructions for the boiler vent. Vent system must be listed for positive pressure per IFGC 801.9 260 Revise parking garage exhaust termination to provide minimum clearances per IMC 502.7.3.6 item 2 Sheet M2.0 261 Amend plans to specify operation for EF -5. 262 Include chimney venting plans and combustion air duct plans for all proposed fireplaces. 263 Unit 102 clothes dryer exhaust duct exceeds length limits of IMC 504.6.1 sheet M2.OU 264 Show unit 102 clothes dryer exhaust duct termination a minimum 3' from openings into the building. Sheet M2.OU IMC 502.7.3.6 265 Show interlock between SF -1 and the boilers per IFGC 706.1 266 Complete duct plan and drawings for FC -8 Entry, sheet M2.1. 267 Clarify mechanical work proposed in ground floor space marked restaurant. M2.1 268 Clarify location of smoke fire damper shown on M2.1 at OA -2. The damper is required at the bottom of the 2 hour shaft enclosure, or where the duct leaves the 2 hour shaft. Coordinate shaft construction and duct location with architectural plans. 269 Provide a smoke fire damper at the OA -2 duct where penetrating the 2 hour shaft at second floor and where leaving the 2 hour shaft from level 3. Coordinate shaft construction and duct location with architectural plans. IMC 607.5 Sheet M2.2 270 Coordinate 2 hour shaft location at boiler vent offset. Sheet M2.1 271 Complete mechanical plans at the corridor 203. Provide smoke /fire damper where supply duct penetrates the 2 hour floor /ceiling above. Revise supply duct so as to not penetrate the skylight shaft enclosure area. IBC 707 Sheet M2.2 272 Show all unit bathroom exhaust fan and clothes dryer exhaust duct termination a minimum 3' from openings into the building. Multiple sheets IMC 502.7.3.6 273 Amend all environmental exhaust duct terminations on the south side of the building to provide a minimum 3' from the property line. Multiple sheets IMC 502.7.3.6 274 Amend all outside air intakes on the south side of the building to provide a minimum 10' from the property line IMC 401.5. Multiple sheets. 275 Provide access panels for all clothes dryer duct booster fans and in -line bathroom exhaust fans. 276 Amend all toilet exhaust duct plans and riser details to provide smoke dampers where the subducts penetrate the 2 hour shaft enclosure. Smoke dampers may not be eliminated with a subduct system in R occupancy buildings. Show dampers on the riser plans and the mechanical floor plan sheets. IMC 607.5.5.1 . Multiple sheets. 277 Corridor 203 supply duct is shown routed through the atrium /shaft. Coordinate design with architectural plans. Provide smoke /fire dampers at any shaft wall penetrations. M2.2. 278 Verify proposed unit 304L clothes dryer exhaust duct does not exceed length limit for DBF -1. M2.2 279 Revise duct routing for unit 304L exhaust ducts. Ducts may not penetrate the exit stair C enclosure. IMC 607.5.5. Sheet M2.2 280 Revise unit 304L clothes dryer exhaust duct routing to not penetrate the fire rated exit corridor. 281 All ducts passing through the R- occupancy exit corridors with no openings into the corridor are required to be minimum .019" thickness per IMC 607.5.4. Add notes on plans accordingly. Multiple sheets. 282 Provide smoke /fire dampers at all mechanical duct penetrations in mechanical room 301 fire partitions. Sheet M2.3 IMC 607.5.4 283 Provide smoke /fire dampers at all mechanical duct penetrations in mechanical room 400 fire partitions. Sheet M2.4. IMC 607.5.4 284 Corridor 400 supply duct is shown routed through the atrium /shaft. Coordinate design with architectural plans. Provide smoke /fire dampers at any shaft wall penetrations. M2.4 285 Complete supply duct plan for corridor 400. Sheet M2.4 286 Provide a fire damper at toilet exhaust duct passing through the fire partition between unit 402 and 403. Sheet M2.4. IMC 607.5.3 287 Provide a fire damper at toilet exhaust ducts and outside air supply ducts passing through the fire partition between unit 403 and 404. Sheet M2.4. IMC 607.5.3 288 Amend sheet M2.5 to coordinate with actual wall locations based on revised architectural floor plans at closet 500 area. 289 Amend plans to provide a smoke fire damper at the return air from the atrium /shaft enclosure. Coordinate return air location with revised architectural plans shaft enclosure is required, return air may not be available from this space. M2.5, M4.6 IMC 607.5 290 Provide a fire damper at toilet exhaust ducts passing through the fire partition between unit 403U and 404U. Sheet M2.5. IMC 607.5.3 291 Laundry room 559 clothes dryer exhaust duct exceeds length limits of IMC 504.6.1. Sheet M2.5 292 Specify interlock with elevator smoke detectors for RV -1 per IBC 3004.3 293 IECC 803.2.6 requires outside air economizer for our climate zone 15. 294 Check all required item boxes on the Com Check compliance certificate. Verify plans show compliance with these items. Electrical Comments: 295 Provide wet stamped drawings for review. 296 Include a Com Check lighting compliance certificate. 297 Provide means of disconnect at all clothes dryer exhaust duct fans. 298 Dwg E1.1: Per NEC 230.82 The 1000A meter stack cannot be connected to the supply side of the service disconnect. 299 Dwg E2.0 Existing electrical room: The existing electrical room is not compliant to current codes, but at a minimum, the door swing should be changed to swing out of the room and equipped with panic hardware. NEC 110.26 (C). 300 Dwg E2.0 gridline 15/G: Provide separate circuit for receptacle in elevator machine room per NEC 620.23. 301 Provide /show disconnects for al motors and equipment, such as fan coils, unit heaters, fans etc. Typical 302 Drawings E3.1 & E5.1 Lighting are missing. Show lighting for generator, boiler and elevator machine rooms. 303 Elevator machine room lighting shall be on separate circuit per NEC 620. 304 Dwg E2.0: Show the patio WP receptacles as GFI protected. Typical 305 Dwg E2.1: bathrooms receptacles require GFI protection per NEC 210.8(8). Typical 306 Dwg E1.1: Indicate how the elevator shunt trip accomplished 307 Dwg E1.1: Clearly show the grounding requirements, and the neutral to ground bond in all three service entrances. 308 Dwg E1.1: Provide a work note that shows the N -G is not bonded at the generator as it is not a separately derived system. 309 Unit 102 powder room is missing GFI receptacle. 310 Show circuiting for 120 volts for WC -2 and UR as shown on M1.2. 311 Outdoor spa: Show compliance with NEC 680.40 including bonding and GFI receptacle requirements. 312 Provide illuminated exit sign at door into stair F. Sheet E3.0 313 Provide illuminated exit sign at both mechanical room exits. Sheet E3.0 314 Provide illuminated exit sign at door into stair 005. Sheet E3.0 315 Provide illuminated exit signage for loading and storage area. Sheet E3.0 316 Provide illuminated exit signage at door into existing south stairway exit enclosure. Sheet E3.2 317 Provide illuminated exit signage at door into stair 205. Sheet E3.2 318 Provide illuminated exit signage at door into existing south stairway exit enclosure. Sheet E3.3 319 Drawings E3.1 & E5.1 Lighting are missing. Provide illuminated exit signs. Coordinate with architectural plans for required exit locations. Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F: \cdev\ CHRIS \PERMIT.COMMENTS \B07 - 0011 \B07 -0011. DOC RKD Architects, Inc. Response to bldg dept comments Monday, April 23, 2007 • Responses are shown thus. 307--pm 1 BUILDING SAFETY AND INSPECTION SERVICES PLAN REVIEW COMMENTS: TO: Contractor /Applicant Architect Weitz Company RKD Architects Inc. Barry Monroe proj #04070 FAX /Email #: barry.monroe @weitz, - sally @rkdarch.com NUMBER OF PAGES: FROM: DATE: BUILDING PERMIT #: OWNERS NAME: SITE ADDRESS: OCCUPANCY GROUP: TYPE OF CONSTRUCTION: NUMBER OF STORIES: BUILDING AREA: 18 Chris Gunion, Building Plans Examiner Stan Hahn, Electrical Inspector 03/07/2007 B07 -0011 Cascade Village Theater Inc. 1310 Westhaven Drive Vail, CO R- 2 /S- 1 /S- 2 /M /A /B I -B proposed 6 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, 2003 International Fuel Gas Code, 2003 International Plumbing Code, 2003 International Energy Conservation Code and 2005 National Electrical Code as modified and adopted by the Town of Vail. The follo wing comments will need to be addressed prior to issuance of a bui lding permit; For processing: • Please submit four complete sets of rep construction documents containing the requested information with all plan revision items clouded or otherwise identified. • Please respond in writing to each comr.ient by marking the attached list or creating a response letter. Indicate which plan sheet, detaii, specification, or calculation shows the requested information. Please send revisions to the attention of the plans examiner with the building permit application number noted. • Please be sure to include on the resubmittal the engineer's or architect's "wet" stamp, signature registration number and date on the cover page of any structural calculations, all structural details and structural sheets of the plans. For commercial or multi - family projects all sheets of the plans must be stamped. Review comments for plans and document submitted for review January 29, 2007 t y�e 1 Coordinate plan resubmittal with Town of Vail Public Works and Vail Fire and Emergency Services comments. Revised sets must address all e.epartment comments. Architectural Comments: 2 All plans sheets must be stamped and signed by the architect or engineer of record. IBC 106 3 Include complete civil utility plans with the building permit sets. MEP refers to civil plans. IBC 106 • The utility plan is forthcoming. 4 Revise entire project code analysis to include complete documentation on analyzing the proposed building separately from the adjacent buildings. Include complete information and documentation on the existing connections to the hotel building at loading area connection and bridge connections. Separate buildings may be connected only by construction complying with IBC 3104, otherwise the buildings must be analyzed as one building. IBC 503 • See attached documentation of floor ceiling assemblies. • See code plan for rating of walls at hotel connection in basement. • The existing bridge to the hotel is not being replaced. We are replacing the existing doors with 90 minute doors. The plans and schedule have been revised accordingly. • The walls on the Cascade bldg within 10' of the bridge will be 2 hour rated and are tagged accordingly on the plans. 5 Include the complete building code analysis on the plan sheets. IBC 106 • Code analysis has been added to sheet A9.51. 6 Amend code summary to indicate if non - separated or separated used are proposed. Current code review appears to use non - separated used with S -2 as the most restrictive occupancy. The building contains S -1 occupancy group. This is the most restrictive. Revise code analysis and allowable area accordingly. IBC 302.3 • Code summary has been clarified. 7 Revise building code analysis and plans to indicate the actual proposed building area as defined by the IBC. All information shows only the allowable area. IBC 106 • Code analysis has been revised. 8 Revise building code analysis and plans to clearly document how a 50% building frontage increase was calculated. Include site plan with complete frontage calculations. Frontage increase must be on a street or approved fire lane. Verify if frontage increase in necessary. IBC 506.2 Frontage increase is not needed and has ben removed from the Code Analysis. 9 Amend all plans, life safety report and building code analysis to provide a code complying design for the proposed atrium or skylight shaft enclosure. Proposed building design does not comply with either atrium provisions of IBC 404 or shaft enclosure provisions of IBC 707. Revise all plans completely. Multiple sheets. Since the proposed design does not comply with atrium provisions, plan review has assumed the design intent is to comply with shaft enclosure provisions in IBC 707. If the design intent is to comply with atrium provisions of IBC 404, additional plan review comments will be issued. • The design intent is to comply with shaft enclosure provisions in Section 707. Modifications have been made to floor plans and to all code sheets. 10 2 hour fire barrier wall construction is required above and below the proposed Tyco glass wall system. Amend all plans and details. IBC 707. • Details 7 &8 on A7.60 have been modified; details 1 &4 have been deleted. 11 A minimum 36" height "pony wall" is required at the sill of the Tyco glass wall system. Refer to the ICC evaluation report. Amend all plans and details. 2 hour wall construction is required. IBC 707. • Details 7 &8 on A7.60 have been modified; details 1 &4 have been deleted. 12 Proposed building design shows open area between garage level lobby, ground level and second level. 2 hour wall construction, floor construction, or Tyco glass wall system is not shown to separate these levels. 90 minute protected openings and 2 hour fire barrier construction is required. Amend all plans to show compliance with shaft provisions of IBC 707. Multiple sheets. • 2 -hour separation shown at first floor lobby open to garage level lobby in the form of Tyco glass wall system, sheets OC.1 and A2.10 • The garge level lobby has a one hour separation at the unit walls. No separation required for lobby at garage level. We are installing smoke doors at elevator. 13 Revise building code analysis and plans to include potential A- occupancy uses on the ground floor. Revise building code analysis and means of egress plans to use assembly occupant load factors for the potential A occupancy groups on the ground floor. Also amend door hardware, swings etc. IBC 1004. • Occupancy type °A" will be allowed on the ground floor only if tenant provides additional plumbing fixtures. Other requirements, exiting and separations, have been accommodated for potential type " "A" occupancy. Sheets O.cl and A2.10. 14 Documents indicate proposed construction type is I -B. Verify type of construction used for existing portions of the building proposed to remain in place. Include information showing the existing building was constructed as required for type I -B construction, or show how the existing building will be modified to meet I -B construction type. Existing and proposed areas must both comply with type I -B construction requirements. IBC 503, Ch. 6. • Drawings of existing building and on -site observations have led us to the conclusion that the existing floor structure is of 2 -hour construction. Existing columns will have to be fire- rated, per Plan sheet A2.1— A2.4 and column type CE1 and CE2 on sheet A9.50. See also plan notes 7,8, and 9. 15 Amend plans to provide sheets showing the complete UL, Gypsum Association or other fire resistive listing construction details and listings for each fire resistive assembly used in the building. IBC ch. 6 • Sheets added - A/9.50 and 9.51. 16 Amend all floor plans to reference details for fire resistance rating and detail at all structural columns. Provide complete construction details with fire resistive listings for each type of structural column. IBC table 601 • The new CB1 assembly will be a 1 hour column wrap • The new CB2 will be a 2 hour fire wrap • The new CB3 will address the concrete wrap at lower level of garage columns with concrete cover per table 720.1(1) item 1 -1.4. • Notes will be added to plans to the affect that all columns in basement will be CB2 except at garage columns which will be CB3. All columns on 1s through 4th floors will be CB2 u.n.o. Columns on those floors noted otherwise will be CB1. All columns on 5 floor will be CB!. • Details for columns wraps will be added on sheet A9.50. 17 The parking garage must be separated by a minimum 1 hour fire resistive construction per Table 302.1.1. The parking garage is shown opening into the shaft at lower garden level. A 1 and 2 hour fire barrier separation is required per IBC 302.1.1. and IBC 707. Openings in 1 hour fire barriers shall be self closing, 60 minute doors, or if the openings occur at the 2 hour shaft fire barrier, 90 minute doors area required. The sliding glass doors are not permitted as part of the fire resistive Tyco glass wall assembly. Amend all plans and code sheets. • The 1 -hour separation for the garage occurs at the walls of the units, the elevator and the stairs up to the lobby. Sheet AO.CO 18 Amend code review sheets to indicate first story above grade plane is actually the basement level. The building is six stories as proposed. Multiple sheets. IBC 202, 502 table 503 • Sheets O.CB — O.CS have been re- labeled accordingly. 19 Amend all code review sheets to show occupant load totals at each exit location. IBC 106, Table 1004.1.2. Multiple sheets. • Occupant loads have been added at exit access points. 20 Amend all code review sheets to clearly indicate occupancy group for each area on the plans. IBC 106, Ch. 3. Multiple sheets. • Occupancy Groups have been clarified. 21 Amend all code review sheets to clearly indicate occupant load factor used for establishing occupant load of that space. IBC table 1004.1.2 • Occupant load factors have been added. 22 Amend O.CB to show exit locations from the mechanical room. IBC 1014.3. • O.CB has been revised accordingly. 23 Coordinate architectural plans with mechan cal drawings for refrigeration machinery room requirements. IBC 1014.4 and IBC 302.1.1 • A2.OL drawing has been coordinated. 24 Amend basement and first level code sheets to show `worst case" common path of egress travel distance as well at total travel distance. IBC 1013.3 and IBC 1015. Sheets O.C1 and O.CB • O.CB and 0.C1 have been amended. 25 Amend unit 304L to show common path of travel distance. Measurement is not shown. Sheet O.C2 IBC 1013.3 • Sheet O.C2 has been amended. 26 Amend all code sheets to show 2 hour shaft: enclosure at the skylight shaft. • Shaft enclosures have been indicated on Sheets O.Cb — O.CS. 27 Amend code sheets to show 2 hour exit enclosure, .5 hour corridor and 2 hour exit passageway fire resistive ratings at the southwest stair enclosure and all corridor areas, all levels. • Fire ratings have been added to existing corridors, stairs, and elevator. 28 Amend first floor code plan to show occupant load totals at stair from basement exit. Add to occupant load totals on first floor exit plans. IBC table 1004.1.2 • Occupant load from basement has been added to Sheet 0.C1 29 Amend first floor code plan to show 2 hour exit passageway construction at Hallway 111. IBC 1019, 1020 Sheet O.C1 • Revision made to Sheet 0.C1 and A.2.10. 30 Show occupant load from existing condos on second floor and third floor code review plans. Sheets O.C2 and 3 IBC 1004.1.2 • Information added to Sheets O.C2 and O.C3. 31 Revise unit 303 common path of travel measurement. Line is shown incorrectly through the kitchen area. Common path of travel may not exceed 75'. Revise plans accordingly. Sheet O.C3 IBC 1013.3, 1002 • Revision made to Sheet O.C3. 32 Show unit 403 common path of travel on the fourth floor code plans. IBC 1013.3, 1002 • Information added to Sheet O.C4, Fourth Floor Code. 33 Amend fourth floor code plans for unit 401 to show the unit floor plan, occupant loads, exits and common path of travel. Sheet OC.4 IBC 1013.3 • Information added to Sheet O.C4. 34 Show exit separation measurement for unit 401U and 4040 upper level exits. Two exits are required from the upper level of the units due to common path of exit travel requirements. Multiple sheets. IBC 1013.3, IBC 1014. • Diagonal distances shown on O.CS, exit separation shown on O.C4. 35 Clarify unit 402 common path of egress travel measurement. Plans need only show "worst case" distance. Sheet O.C4 IBC 1013.3 • Information clarified on Sheet O.C4 36 Unit 403 common path exceeds 75'. Revise plans. Multiple sheets. IBC 1013.3 • Common path reduced by stair re- design and unit layout on Sheets O.CS, Fifth Floor Code and A8.8O & A8.81, Unit 403 Floor Plans. 37 Include an exit plan for basement and first levels showing exit discharge path to the public way and occupant load totals at all exit discharge locations. Multiple sheets. IBC 106, IBC 1023 • Sheets O.CB and O.C1 have been amended. 38 Amend all code plans to reference the appropriate wall assembly per IBC ch. 7 Ex. Fire barrier, fire partition etc. Plans currently reference fire walls. There are no fire walls as defined per IBC 705. The plans reference "fire rated walls ". 39 Amend all door schedules to clearly indicate self closing or automatic closing hardware where required at all fire and or smoke rated doors. Multiple sheets IBC 715.3.7 • Information added to Sheets A9.1O &A9.20 40 Amend all sheets to clearly show all wall type tags at fire resistive construction. IBC ch. 7 • Revision made to building floor plans to show exterior wall, shaft, stair, elevator, corridor and party walls. Unit plans revised to show interior unit walls and others. Typical walls in units type W4 u.n.o. 41 Amend code sheets and sheet A2.OL to show wall type between unit 101 and delivery area. 1 hour fire barrier is required. IBC 302 • Revision made to Sheet A2.OL and code sheets. Existing wall is 4 hour construction. 42 Doors 06 and 07 and sidelights 19 and 20 are in the 2 hour skylight shaft enclosure fire barrier. 90 minute rating is required for doors 19 and 20 (IBC table 715.3). Windows 19 and 20 are required to comply with 2 hour Tyco glass wall assembly as proposed. IBC 707 • The referenced doors and sidelites are in a 1 -hour wall. Revisions made to O.CB. 43 Amend sheet A2.OL and code plans to show 2 hour fire barrier construction at the elevator shaft. IBC 707. • Revision made to all building plan sheets, code sheets and others. 44 Amend sheet A2.OL and code plans to show 2 hour fire barrier construction at the elevator equipment room. IBC 3006.4. • Revision made to Sheet A2.OL and code sheets. 45 Amend doors 32 and 33 to 90 minute. IBC 3006.4 • Information added to Table 1 on Sheet A9.10 46 Amend code sheets and A2.01- to provide 2 hour fire barrier walls at stair F. IBC 707 • Revision made to Sheet A2.OL and code sheets. �}7 Amend doors 35 and 36 to 45 minute. IBC table 715.3 • Information added to Table 1 on Sheet A9.10 (changed to 90 minute) -48- Include complete product information for proposed elevators smoke doors. Provide UL 1784 listing, specify closing operation and show compliance with IBC 3002 and IBC 707.14.1. • We have included the letters of compliance with the specs. `) 49 Amend door 14 to show compliance with IBC 1008.1.3.2 and 1008.1.3.3 • Not required per Chris Gunion 3/13/07. 0 Amend 7/A6.20 to show handrails on both side of the stair E with ANSI 117.1 1998 code complying extensions top and bottom. IBC 1009, ANSI 117.1 1998 • 7 &10/A6.20 have been amended to show compliance. Amend 7/A6.20 and other stair E details to show handrail extensions at the top and bottom of the stairs per ANSI 117.1 1998. • 7 &10/A6.20 have been amended to show compliance. Amend stair section reference on 7/A6.20 to the appropriate stair E section. Plans reference incorrect detail. IBC 106 • 7/A6.20 has been amended to show correct reference. 3 Amend stair E to a minimum 44" in width. IBC 1009.1 • 7/A6.20 has been amended to minimum 44" width. Amend stair F to a minimum 44" width. IBC 1009.1 • Stair F reference to min width is now 44 ". The actual is more than that. x '55 Amend stair F to show 2 hour fire barrier assembly on the underside of the stairs. Sheet A2.OL and A6.30 IBC 707 • Stair F now shows 2 hour (W9) wall below. Walls are tagged on A2.OL and sloped wall is shown in section on A6.30. �' Include construction details for the lower garden level stairs below stair F. IBC 106 • Stair below stair F is replaced due to work on elevator pit. The section at stair F will reflect this concrete stair and a detail will be provided at 9/A6.30. SC Amend door 05 to provide a minimum 32" clear width. This is the required exit door from unit 101. IBC 1008.1.1. • Information added to Table 1 on Sheet A9.1O (5'5" door, 1 leaf is 32 1 /2 ") ' Amend plans to provide door schedule for the exit doors from unit 101 and unit 102 patios. IBC 106, ch. 10 • Information added to Table 1 on Sheet A9.1O (gate latch being provided) �9 Amend doors 19 and 17 to 90 minute. IBC 1019, IBC 707 • Information added to Table 1 on Sheet A9.1O (also added to door 37) 60 Amend sheet A2.OL to show 2 hour fire barrier wall assemblies at stair A. • Revision made to Sheet A2.OL. '61- Amend A6.10 stair A sections /details to show a listed construction assembly for the 2 hour sloped lid areas. IBC 706.5 • Revision made to Sheet A6.1O detail 8. Amend A6.10 stair A details to show a 2 hour wall assembly between the mechanical shaft and the stair enclosure. • Revision made to Sheet A6.1O detail 7. Amend A6.10 stair A details to show continuity at fire barrier construction where the 2 hour walls intersect with the 2 hour floor /ceilings. IBC 706.4 • A detail will be added 14, 15 and 16/A7.3O showing intersection of stair, elev and shaft wall and floor assembly. 6/A7.3O shows stair at roof. IK Amend stair A to provide a minimum 44" width. IBC 1009.1 • Stair A has been changed to 44" width. Bldg plans and stair details changed. A5 Amend code plans and A2.OL to show wall type at the separation at the mechanical room. IBC A 302.1.1.1 • Table 302.1.1 permits substitution of fire- suppression system for 1 -hour rating. Smoke - resistant partition is still required and that note has been added to sheet O.CB. • The existing wall is a concrete wall with smoke sealing characteristics. • Smoke seal is being provided at doors. Amend code plans and A2.OL to show 2 hour fire barrier separation at the generator room. IFC 604.2.14.1. • O.CB and A2.OL have been revised. Revise plans to identify doors into the generator room. 90 minute rating is required. IFC 604.2.14.1. Revision made to Table 1 on Sheet A9.1O 68 Amend code plans and A2.OL to show a clear egress path from door 22 mechanical room exit. IBC 1013 • O.CB has been revised. Coordinate mechanical room boiler vent shaft on A2.01L. Clearly show 2 hour shaft construction. IBC 707 Revision made to Sheet A2.OL. '70 Amend site plans and A2.OL to show landing .and exit discharge at door 18. IBC 1023 • Concrete pad added at door 18 on Sheet A2.OL. Amend site plans and A2.OL to show landings and exit discharge at unit 101 and 102 patio exit doors. BC 1023 • Condition at doors on Sheet A2.OL has been clarified. 7-2 Amend all enlarged unit plans to show wall construction types on the floor plans. IBC 106 • Revision made to all enlarged unit plan sheets. 'Amend unit 101U to provide a detail for the hallway guardrail. Minimum 42" height is required. IBC 1012 • 17/A6.40 has been modified. 5�Amend 11/A6.20 to show guardrail height a minimum of 42 ". Guard height within dwelling unit may e 34" -38" only where the guard serves as the handrail. IBC 1012 • 11/A6.20 has been modified. ''9,5, Enclosed usable space under unit stairs requires 1 hour fire resistive construction. Revise stair details. Multiple sheets. IBC 1019.1.5 • Not required per Chris Gunion 3/13/07. Amend all floor plans and fireplace sections and details to show 2 hour shaft construction for each chimney or vent. IBC 707. Revision made to floor plans and A7.70 and 7.71. ' Show all wall type construction on sheet A2.OU IBC 106 • Revision made to building floor plans to show exterior wall, shaft, stair, elevator, corridor and party walls. Unit plans revised to show interior unit walls and others. Typical walls in units are type W4 u.n.o. Provide a reflected ceiling plan for upper garden level. IBC 106 • RCP provided added to sheet A2.OU. Include construction details for stair C. IBC 106, IBC 1009 �,• Stair C plans /section have been tagged with details similar to Stair A. '80 Amend sheet A2.10 to indicate all wall construction types. IBC 106 • Revision made to building floor plans to show exterior wall, shaft, stair, elevator, corridor and party walls. Unit plans revised to show interior unit walls and others. Typical walls in units are type W4 u.n.o. Amend "hallway 111" to comply with all exit passageway requirements. Refer to all requirements listed in IBC 1020. • The only questionable opening into the exit passageway is the fire command room. We have assumed that this use is not in conflict with this section. Ratings for walls and doors and floor /ceilings have been changed to two hour except doors at 90 minutes. Amend all sheets and details to show 2 hour wall construction at the elevator shaft. IBC 707. • Revision made to floor plans and A9.5_ for assemblies. Amend sheet A2.10 to show 2 hour fire barrier construction at the exit passageway. IBC 1020 • Revision made to sheet A2.10. Amend sheet A2.10 to show 2 hour fire barrier construction at stair A. IBC 707 • Revision made to sheet A2.10. -` Amend sheet A2.10 to show 2 hour fire barrier construction at stair C. IBC 707 • Revision made to sheet A2.10. ,;Amend sheet A2.10 to show 2 hour fire barrier construction at the mechanical shafts. IBC 707. • Revision made to sheet A2.10. Yf Amend sheet A2.10 to show wall types capable of resisting passage of smoke at the ski storage room `7 and penthouse storage rooms. IBC 302.1.1.1 ` Revisions made to sheet A2.10, and O.CB. �� Jim • Penthouse storage has been moved to basement • Walls at ski storage are either one hour or two hour (shown on plans) with appropriate doors (see schedule) �U61 Amend doors 108 and 113 to provide self closing hardware. IBC 302.1.1.1 • Information added to Table 2 on Sheet A9.10 am Corridor 203 requires .5 hour fire resistive construction per IBC table 1016.2. This corridor is shown with unprotected openings into stair B and ground level area. Openings into this corridor shall be provided with .5 hour fire partition separation with 20 minute protected openings. Revise all plans and details. Also coordinate this opening with the skylight shaft enclosure construction. If the openings occur in the shaft enclosure, provide 2 hour fire barrier, 90 minute openings. IBC 707 • Revisions made to Sheet A2.20 to provide Tyco glass wall @ 2 "d floor stair opening and automatic - closing overhead coiling 90- minute door @ top of Stair B. V V, Amend door 125 to 90 minute. IBC 1019 • Revision made to Table 2 on Sheet A9.10 Revise all stair detail references on sheet A2.10 for stairs B and A. The stair detail references the incorrect sheet number. IBC 106 • Stair references have been corrected on A2.10 and added for stair B on A2.20. 9 Revise all handrail details at stair B. Handrails are required on both sides of the stair. Handrails shall be 1 1 h " -2" in diameter, shall be continuous for the length of the stair and shall have extensions at the top and bottom per ANSI 117.1 1998. • Stair B has been re- detailed. Sheet A6.20. ,,9� Revise stair B. Open risers are not permitted. IBC 1019, ANSI 117.1 1998 • The 15/A6.20 detail has been revised with perforated metal at risers. ,/4 Revise the men's restroom entry door 119 to provide the required pull side clearance per ANSI 117.1 1998. The structural column is shown obstructing the required door clearance. • Restrooms have been re- designed. Revisions made to A2.10 and A7.80. Revise fixture count in men's and women's bathrooms to comply with IBC ch. 29 based on the commercial space served. • Plumbing fixture calculations can be found on Sheet O.CB. Any tenant that creates an Occupany type that requires more plumbing fixtures shall be responsible for providing them. Revise all stair AA deta� n A6.10 to show 2 hour fire barrier wall construction at all levels. Multiple sheets. • Stair sections show wall tags of 2 hour fire barriers. Floor plans (A2._) show wall tags in plan. Revise stair D to a minimum 44" width. Occupant load served is greater than 50. IBC 1009.1 • Stair D has been changed to 44" wide. Re: C1.02. Revise stair D to provide handrails on both sides of the stair with extensions top and bottom per ANSI 117.1 1998 • Stair D has been changed and clarified to show handrails complying. Re: C1.02 $Revise stair D upper landing guard to a minimum 42" in height. Multiple sheets. • Stair D guardrail heights have been changed to 48" as solid walls. Re: C1.02. 1�6 Specify slope of exterior ramp exit discharge at the bottom of stair D. Provide handrails as necessary. Coordinate protection from snow and ice with mechanical drawings and snowmelt system as necessary. IBC 1010.7.2 Multiple sheets. • The slope is less than 1:20 and rails are not required. Snowmelt is called out. 1 Revise north elevation and sheet A2.10 to include construction detail for the guardrail at the exterior walkway at the discharge of stair C. IBC 1012 • Guardrail has been changed to replace existing with new per 10/A6.10 (guardrail r6 i only). Elevation and site plan note new guardrail. ` r 10 Include all required accessible clearances and dimensions per ANSI 117.1 1998 in the enlarged restroom plans and details. Multiple sheets. ,. Information added to multiple sheets per ANSI 117.1 7V 103 Amend plans details at finish floor transition at ground level floor, recessed floor at main entry vestibule and exterior sidewalk areas. Specify interior and exterior finish elevation levels at all efl ground floor entrances. Show compliance with ANSI 117.1 1998 section 302. Multiple sheets. / as been revised and 1 A7.60 has been added. Details 5 . ..E -1-r, R lOyF Amend A2.20 to clearly show all wall types at all areas requiring fire rated wall construction on the ,! floor plans. Revision made to sheet A2.20. 1Q# Revise A2.20 to show wall types a the shaft enclosure and provide 90 minute openings at stair B into corridor 203. IBC 707 See comment #89. ],Amend doors 200, 201 and 202 to 20 minute. IBC 1016 • Information added to Table 3 on Sheet A9.10 /W Amend windows 251, 252 and 253 to 45 minute. IBC 715.4 • Information added to Table 2 on Sheet A9.30 � Amend all window sizes in the fire rated R occupancy corridors to comply with the size limits in IBC 715.4.3 for wired glass, or NFPA 80 for non -wired glass. • Revisions made to various tables on Sheet A9.30 40 Amend door 227 to 20 minute. IBC 1016 • Information added to Table 3 on Sheet A9.10 p,.lo Windows 247 -250 are shown open to the skylight shaft enclosure. Clarify if Tyco glass system is V� pro posed at these openings, or provide 2 hour fire barrier wall. D • Information added to Table 2 on Sheet A9.30 (sprinklers added to both sides of 1�< windows for 2hr. fire barrier wall) 41 2 1 Amend windows 244, 245 to 45 minute. IBC 715.4 • Information added to Table 2 on Sheet A9.30 (and to window 246) i 1� Amend sheet A2.20 to show fire rating of existing building wall and openings that are now part of the exit corridor, vertical exit enclosure or shaft enclosure. IBC 106 • The plan has been tagged to show existing walls and ratings. Doors for existing condo units are 20 min. Provide 2 hour wall construction between stair C and unit 304L. IBC 707, 1019 Sheet A2.20. • Revision made to sheet A2.20. Amend A8.10 unit 205 type B bathroom to show clear floor place at the shower. ANSI 117.1 1998 section 1003.11.3.2.3 • Information added to Sheet A8.10. 5 Amend all toilet room grab bar installation detail to show side grab bar a minimum of 42" in length. ANSI 117.1 1998 section 604.5. Multiple sheets • Information added to multiple sheets. 16 Amend clear floor space at refrigerator /freezer to show parallel approach centered on the appliance per ANSI 117.1 1998 section 1002.12.6.6 at all type B dwelling unit kitchens. Multiple sheets • Information added to multiple sheets. ,d7 Show all wall construction type tags at all enlarged unit floor plans. Multiple sheets. . • Revision made to all enlarged unit floor plans. 1 Revise master bedroom fireplace detail 7/A7.70 to reference the appropriate section on A7.70. IBC 106 • Reference of detail now reads 10/A7.70. Coordinate A7.70 and A7.71 to show 2 hour shaft construction at all vertical fireplace vents where passing through levels above. Coordinate all fireplace vent routing with mechanical plans. IBC 707 • A7.71 has been revised to show where chases are needed in elevation. Plans and enlarged plans have been modified to show shaft wall types. X Revise unit 206, sheet A8.20 floor plan to show clear 48" width dimension at water closet compartment in bathroom 255. ANSI 117.1 1998 • Information was already on sheet A8.20, clear floor space box (48" x 56 ") adjusted for clarity. 10(1 Revise unit 206, sheet A8.20 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 254 shower. ANSI 117.1 1998 section 1003.11.3.2.3 • Information added to sheet A8.20. L Revise all condo unit floor plans to show required dimensions to centerline of water closet at type B bathrooms. Multiple sheets ANSI 117.1 1998 • Information added to all unit floor plans to show centerline dimensions of water closets, multiple sheets. /f r3Clarify window 237, unit 206. Window schedule indicates egress unit. Window type 31 is shown as a fixed window. IBC 1025 • Revised 237 to not egress, revised 238 to egress, Table 2 on Sheet A9.30 Revise unit 304L, sheet A8.30 floor plan to show clear 48" width dimension at water closet compartment in bathroom 265. ANSI 117.1 1998 • Information was already on sheet A8.30, clear floor space box (48" x 56 ") adjusted for clarity. i25 Revise unit 304L, sheet A8.30 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 266 shower. ANSI 117.1 1998 section 1003.11.3.2.3 • Information added to sheet A8.30. 17,E Include 2 hour wall construction type at all shafts in unit 304L. A8.30 IBC 707. • Revision made to sheet A8.30. Include information on existing door and wall construction into the pedestrian walkway to the Cascade Hotel on A2.20. Show compliance with pedestrian walkway provisions of IBC 3104 • The existing bridge to hotel is not being changed. Doors are new 90 minute doors. See schedule and plans • The new walls are 2 hour within 10' of bridge. See plans. Include information on the existing doors and wall construction at the existing condo units opening into the corridor and the existing exit enclosure stairway serving the proposed building. IBC 1016 Sheets A2.20, A2.30, A2.40 • The plans have labeled the walls as existing 1hour at existing units on 2 "d and 3 'd floors, and 4 hour at 1' and 0 floor. • The unit doors (2 " d and 3' flr) are 20 min. and are noted on plans as such. • The plans have been labeled for the existing stair walls as 2 hour or 4 hour (see tags). One existing wall on 1s' floor is called out as 1 hour and will be supplemented with gyp bd to achieve 2 hour rating. • The doors are labeled B, and assumed to be 90 min as required by code at the time of original project. JW'Amend sheet A2.20, A2.30, A2.40 to show the location of the property line at the south side of the building. • Fire Separation has also been shown on Code Sheets. Property line has been added to the floor plans. Amend sheet A2.30 to clearly show all wall types at all areas requiring fire rated wall construction on the floor plans. . • Revision made to sheet A2.3O. )Z1 Amend windows 351, 352, 353 to 45 minute. IBC 715.4 • Information added to Table 3 on Sheet A9.3O Windows 347 -350 are shown open to the skylight shaft enclosure. Clarify if Tyco glass system is l proposed at these openings, or provide 2 hour fire barrier wall. • Information added to Table 3 on Sheet A9.3O (sprinklers added to both sides of windows for 2hr. fire barrier wall) J3 Amend A2.30 to provide 2 hour fire barrier wall at unit 303 Den adjacent to atrium. IBC 707. • Revision made to sheet A2.3O. Wall is type WS with effective rating of two hours. .1'34 Amend windows 343, 344, 345, 346 to 45 minute. IBC 715.4 • Information added to Table 3 on Sheet A9.3O W / Sheet A2.30 references wall type 3B. This does not appear on the wall type schedule. IBC ch. 7. Revision made to system notes to include W3b. 1i Provide guard details at unit 304 stairway where floor is open to below. IBC 1012 J • Revisions made to 12 and 14 / A6.4O. Amend A2.30 to show 2 hour fire barrier construction at all shafts on this floor. IBC 707. • Revision made to sheet A2.3O. 1 Corridor 300 dead end exceeds 20' at unit 304 and 303 entry area. 2 exits are required at this point based on occupant load. Revise plans A2.30 IBC 1016.3 Revisions made to Sheet A2.3O, Third Level Plan. 16 Amend window 315 to specify egress unit. IBC 1025 Sheet A9.03 • Information added to Table 3 on Sheet A9.3O 1,6�' Revise unit 302, sheet A8.40 floor plan to show clear 48" width dimension at water closet compartment in bathroom 317. ANSI 117.1 1998 • Changed from bathroom 317 to water closet compartment 309 in bathroom 308. Revise unit 302, sheet A8.40 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 316 shower. ANSI 117.1 1998 section 1003.11.3.2.3 • Changed from bathroom 317 to bathroom 308,30"x48" clear floor space box added for parallel approach to shower. 1 devise water closet compartment 317 to a minimum 48 "x66 ". Sheet A8.40 ANSI 117.1 1998 section /\ 1003.11.3.1.2.2 • Changed to water closet compartment 309,48"x56". "�3 Revise water closet compartment 331 to a minimum 48 "x66 ". Sheet A8.50 ANSI 117.1 1998 section 1003.11.3.1.2.2 • Revision made to sheet A8.50. 144 Revise unit 303, sheet A8.50 to provide a minimum 30 "x48" clear floor space positioned for parallel approach at the bathroom 330 shower. ANSI 117.1 1998 section 1003.11.3.2.3 • Information added to sheet A8.50. 9 1 all unit floor plans to show locations of controls at the tubs and showers. Controls shall be at the head of the tub. Coordinate with clear floor spaces ANSI 117.1 1998 1003.11.3.2 • Information added to all unit floor plans and coordinated with clear floor spaces at type B bathrooms. Amend all unit floor plans to show dimension to centerline of lavatory in the type B bathrooms. ANSI 117.1 1998 • Information added to all unit floor plans in type B bathrooms, multiple sheets. Amend A8.31 to show dimension at the lavatory in bathroom 363. A 24" lavatory countertop will encroach on the 30 "x 48" clear floor space at the tub. ANSI 117.1 1998 • Information added, dimension shows a 1' -7" lavatory countertop, which does not encroach on the 30 "x48" clear floor space, sheet A8.31. A Amend A2.40 to clearly dimension corridor widths. IBC 1016. • A2.40 has been revised to show corridor widths. Mg�Amend A2.40 to show unit 401 floor plan. The floor plan is missing from this sheet. IBC 106 • The plans have been corrected to show unit plan. 136 Show all wall type construction on sheet A2.40. IBC ch. 7. • Revision made to sheet A2.40. 1 Amend A2.40 to show 2 hour fire barrier construction at all shafts on this floor. IBC 707. • Revision made to sheet A2.40. )e2 Amend door 405 to 20 minute. IBC 1016 A2.40 • Information added to Table 2 on Sheet A9.20 Amend windows 451, 452, 453, 454, 448, 449, 450 to 45 minute. IBC 1016 A2.40 • Information added to Table 4 on Sheet A9.30 Amend A2.40 to provide 2 hour fire barriers at all walls surrounding skylight shaft area. IBC 707 • The plans have been tagged to show 2 hour at skylight walls. Windows directly onto the shaft are to be sprinkled both sides to achieve 2 hr rating and noted thus. 1 Label door from unit 403 into the corridor. 20 minute listing is required. A2.40. • Information added to Sheet A2.20 and Table 2 on Sheet A9.20 1 W113 exterior wall type is shown between units 402 and 403. A2.40. • Revision made to sheet A2.40. Amend plans to provide dwelling unit separation wall types between unit 404 and 304 vaulted space. A2.40 Revision made to sheet A2.40, wall type W6. Amend unit 404 stair to provide 11/4"-2" diameter handrails. IBC 1009 • Revision made to 11/A6.20. I59 Amend unit 404 stair to provide 42" guards at the stair opening. IBC 1012 • Revisions made to 2 & 6 / A6.40 1 Revise unit 403, sheet A8.80 to provide a minimum 30'x48" clear floor space positioned for parallel approach at the bathroom 435 shower. ANSI 117.1 1998 section 1003.11.3.2.3 • Information added to sheet A8.80 to show 30 "x48" clear floor space for parallel approach at shower. Amend unit 403, sheet A8.80 to show 30 "x 48" clear floor space at the range. ANSI 117.1 1998 section 1002.12.6 • Information added to sheet A8.80 to show 30 "X48" clear floor space at the range. )O� Amend A8.80 to provide reference for living room fireplace details. • Reference has been provided. 10 Amend unit 403 stair to provide 1 1/4 " -2" diameter handrails. IBC 1009 • Revisions made to 11/A6.20 Amend unit 403 stairs to provide 42" guards at the stair opening. IBC 1012 • Revisions made to 12 & 14 / A6.40 14 Revise unit 402, sheet A8.70 to provide a minimum 30'x48" clear floor space positioned for parallel approach at the bathroom 428 shower. ANSI 117.1 1998 section 1003.11.3.2.3 Information added to sheet A8.7 to show 30 "X48" clear floor space at the range. X6 Amend unit 402 stair to provide 1 1/4 " -2" diameter handrails. IBC 1009 • Revisions made to 11/A6.20 Amend stair sections and reflected ceiling plans to clearly show ceiling height at bathroom 428 shower. IBC 1208 Multiple sheets. • Information added to 20/A6.40 1�Amend unit 401 bathroom 407 to provide a minimum 48'x66 ". Sheet A8.60 ANSI 117.1 1998 section `/ 1003.11.3.1.2.2 Information was on sheet A8.60, clarification made to 48 "x66" clear floor space box. 9 Amend A8.60 to show dimension at the lavatory in bathroom 407. A 24" lavatory countertop will encroach on the 30 "x 48" clear floor space at the tub. • Revisions made to sheet A8.60 to allow for 30 "x48" clear floor space for parallel approach at the tub. 136" , Amend A8.60 to provide a minimum 30" x 48" clear floor space positioned for parallel approach at the lavatory. ANSI 117.1 1998 section 1003.11.3.2.1 • Revisions made to sheet A8.60 to allow a 30 "x48" clear floor space positioned for parallel approach at the lavatory. 11 Revise unit 401 door 405. Column is blocking the exit door. IBC 1014 Sheet A8.60 • Revision made to sheet A8.60 and A2.40 to remove columns in 3' floor showing up in plan. Amend unit 401 spiral stairs to show a minimum 26" tread width in compliance with IBC 1009.9. • Dimension added to 8/A6.40 J,M� Revise 4 floor ceiling heights to a minimum 7' -6" per IBC 1208. 7' is allowed only in specific rooms per IBC. • New plans have corrected for corridor ceiling hts to be 7' -6 ". J/4 Amend A2.50 to provide 2 hour fire barriers at all walls surrounding skylight shaft area. IBC 707 • Revision made to sheet A2.50. V 5 Windows 511 -516 are shown open to the atrium. Clarify if Tyco glass system is proposed at these openings, or provide 2 hour fire barrier wall. IBC 707 • Information added to Table 5 on Sheet A9.30 (sprinklers added to both sides of windows for 2hr. fire barrier wall). J° Clarify floor plans and wall locations at closet 500. Sheet A2.50 • This space was mislabeled. It, like the space above the bridge is the top of lid below. Construction of lid to be 2 hour rated. Clarify wall type 3B shown on sheet A2.50. This wall construction type does not appear on sheet A4.10. • Revision made to assembly notes on bldg section sheets. 1 Provide 2 hour fire barrier construction at all shafts shown on sheet A2.50. IBC 707. `' • Revision made to sheet A2.50. 17� Provide 2 hour fire barrier construction between bedroom 555 and the Stair A enclosure. IBC 1019 � • Revision made to sheet A2.50. evise unit 404U to show required exits separated by a minimum of 1/3 the overall diagonal. Unit 404 upper level requires two exits due the common path of egress travel. IBC 1014 1013.3 Multiple sheets • Diagonal dimension s indicated on O.C5. Distance between exits is indicated on O.C4. Common path of egress limits are maintained. � R evise unit 401U to show required exits separated by a minimum of 1/3 the overall diagonal. Unit 401U upper level requires two exits due the common path of egress travel. IBC 1013.3 Multiple sheets • Diagonal dimension s indicated on O.C5. Distance between exits is indicated on O.C4. Common path of egress limits are maintained. 1RV stairway A to the roof does not comply with IBC 1009.12. Ladder access to the upper roof is not l� permitted. Stairway A must continue to the level 152' -2" roof level. • An alternating tread metal ladder to a roof scuttle has been added. Re: A6.10. Revise door 548 size to comply with IBC 1009.12.1. Multiple sheets. • Revision made to Table 3 on Sheet A9.20 (made door 3' -0" x 6' -6 ") ]?4 Amend all floor plans and sections /details for the new pedestrian walkway bridge to show 2 hour fire resistive wall types, beams, floor /ceiling assembly and roof /ceiling assembly where attaching to both the new and existing buildings. Include complete fire resistive construction details and UL or other listings for the construction. Plans reference 2 hour fire resistive construction, but no listings are provided. Multiple sheets. IBC 3104 • The bridge details have been altered slightly to reflect bldg dept comments as well as others. Assembles are now called out in details on A2.70. 5 Amend plans to provide a 2 hour wall type at door 277 for the area of the pedestrian walkway connection. Sheet A2.20, A2.70 IBC 3104 • Revision made to sheet A2.20. Amend A2.70 to provide 90 minute door at the existing door from the Cascade spa building into the new pedestrian walkway. IBC 3104 • The door to spa will be a new door replacing existing, non -rated door with 90 min rated door. ] Amend roof plan to specify fire rating classification of the proposed roof covering materials. Class A roof covering is required per TOV ordinance. Multiple sheets. • The roof plan, assembly notes and specs have been changed to show Class A. 8 Show minimum 1 /4" per foot slope on the roof plans, or minimum slope as required by the roof material installation instructions. IBC 1507.11.1 • Min slope has been noted on roof plan and in assembly notes. 18 Include complete submittals for the glass roofs /skylights. Show compliance with IBC 2405 and provide structural engineer's review and approval for structural loads per IBC ch. 16. • Deferred submittal requested. Manufacturer has not been selected. Revise all building sections and details to show the fire resistive listings and assemblies for the 2 hour floor /ceilings, beams, columns structural frame etc. IBC ch. 6 multiple sheets. • Bldg sections have roof tags which refer to assembly notes on same sheets. These assemblies have been detailed on the A9.5 1 Revise building sections and details to show complete roof construction assembly information and 1 hour fire resistive listing. • Bldg sections have roof tags which refer to assembly notes on same sheets. These assemblies have been detailed on the A9.5 Provide top of wall construction assembly details for all fire partitions where terminating at the 2 hour corrugated deck concrete floor /ceiling. IBC 708 • Details will be provided on 14, 15 and 16 A7.30. Also, A9.5_ has generic conditions at top of wall. 1Include product listing and complete details for the 1" stucco system referenced on the building sections. Multiple sheets. IBC 2512 • A specification section has been added. Details have been clarified to show more info about stucco. 5 14 Amend all fireplace details to show outside combustion air intake for non - direct vent models. Coordinate with mechanical plans. Multiple sheets. TOV ord. • A7.71 has been revised to show where chases are needed in elevation. Plans and enlarged plans have been modified to show shaft wall types. 195 Include complete installation instructions for each type of fireplace proposed in the project manual. IBC 106 • Instructions have been added to appendix of project manual. Include complete installation instructions and product listing for the "flue sentinel" in the project manual. IBC 106 • Information has been added to appendix of project manual. Amend all A7.70 and A7.71 fireplace details to show individual 2 hour shaft construction for each ITA fireplace and chimney. IBC 707. • A7.70 does not show extent of chimney enough to represent shafts (which are usually above fireplace through 2 story high vaults. A7.71 has been revised to show where chases are needed in elevation. Plans and enlarged plans have been modified to show shaft wall types. f 9 Specify type of fireplace proposed in the lobby. Sheet A7.80. IBC 106 t • Item has been added to the spec section for fireplaces —gel fireplace. D 99 nclude a complete list of proposed interior finish materials and the flamespread rating of each material per IBC ch. 8. • Deferred submittal requested. 0 Revise A7.80 bathroom wall details to show wall finish per IBC 1210.2 • Wall finishes shown on sheet A7.80 per IBC 1210.2. 26 1 Amend windows schedules to specify safety glazing at all hazardous locations per IBC 2406. • Revision made to various tables on Sheet A9.30 (safety glazing added to specific location per IBC 2406) U U Vestibules are required at the entrances to the ground floor commercial spaces. IECC 802.3.6 • We are using Exception 4 for the North Commercial space, and if the tenant finish of the south commercial space results in the door opening into a space of over 3,000 square feet, then the tenant will be responsible for providing the vestibule. 2' 03 Revise Com Check compliance certificate. The 2003 IECC is the adopted code in TOV. • See attached revised comcheck. 26'4 / Revise Com Check wall assembly. The proposed exterior wall assembly is not wood frame. • See attached revised comcheck. 2� Amend all building sections and building details to show the required R- values and U- factors at all exterior building envelope. IECC 104.2. Coodinate with Com Check compliance certificate • All bdlg sections show required R- values by way of tags and reference to assemblies. 2Q6 Revise the building floor areas on the Com Check compliance certificate to reflect actual proposed / construction. • See attached revised comcheck. 20/Include all proposed skylights on the Com Check compliance certificate • See attached revised comcheck. Review items 1 -8 on page 2 of the Com Check compliance certificate. Check construction plans show compliance with these items. • Can't certify that the bldg is actually built as described, but will certify that the documents call for these items. • See attached revised comcheck. ' 20 Include plans and details for stairway signage per IBC 1019.1.7 • Deferred Submittal Requested 0 21 Include plans and details for all required accessible signage per IBC 1110 and ANSI 117.1 1998. • Deferred Submittal Requested 11 Include plans and details for accessible means of egress signage per IBC 1007. • Deferred Submittal Requested. 212 Include a complete statement of special inspection per IBC 1704.1.1 To be provided by General Contractor. See attached. 213 Include plans sheets showing complete firestopping details for all penetrations in fire resistive construction assemblies. Include details for pipes, conduits, cables etc. IBC ch. 7 • Deferred submittal requested. C4 Include plumbing fixture calculations for the common area bathrooms per IBC ch. 29. le — • Calculations have been added to sheet O.C1. 25 Occupancy is not permitted in the existing portions of the building during construction and ' demolition. Include notes on the plans. • A note has been added to general notes on plans with an exception "...except as approved by phasing plan." The existing condos are to be occupied during construction with proper life safety issues addressed by phasing plan. Phasing plan submitted at a later date. Verify existing pedestrian bridge to the Cascade Hotel does not serve as a required exit for the hotel. If the bridge is a required exit, include temporary exit plan for the occupants affected by the proposed construction. • The hotel has a rated stair enclosure just inside hotel from bridge. The bridge is not a required exit. 217 Include a deferred submittal list per IBC 106.3.4.2 as necessary for any deferred items. • Deferred submittals: i. Firestopping ii. Finishes iii. Skylights iv. Shoring of wall at north side of bldg v. Signage Include 4 copies of the soils report stamped and signed by the geotechnical engineer of record. IBC 106 M� Revise design criteria for second and third floor corridors including pedestrian walkway bridge to a minimum 100 psf live load. Table IBC 1607.1 Revise design criteria for exterior decks to a minimum 100 psf live load. 721 Revise structural specifications to indicate the proper Ss and S1 mapped spectral response values. L Revise structural specifications to indicate the design spectral response as Sds and Shc. 3 Include complete shoring plans for the existing portions of the building proposed to remain as necessary during demolition of the existing surrounding building. If shoring is not necessary, indicate on plans. 7 Amend D /S5.02 to indicate all rebar sizes. 2ZAmend C /S5.01 to indicate footing width. Width is not specified on the S2.01 foundation plan. Amend D /S5.12 and S2.01 foundation plans to show continuous footing at the new bearing wall. No plans or construction detail is shown. Revise footing on 52.01 with section reference. E/S5.12 does not contain a footing schedule. The footing size is not indicated per the S2.01 schedule. jef Clarify detail E /S5.01 where shown at the foundation wall between grids 18 and 19. This does not appear to be a column footing r"2 Include complete construction plans and details for the proposed micropile reinforcement at the e xisting foundation system. Plans indicate details to be provided by the micropile subcontractor. No information was received. Include complete structural plans and details designed by a Colorado State Licensed Engineer. 23 Include complete construction plans and details for the proposed shoring at the existing concrete wall. D /S5.01. Plans indicate shoring by subcontractor. No information was received. Include complete structural plans and details designed by a Colorado State Licensed Engineer. Coodinate design of the new basement wall with the shoring plans. The proposed shoring in the right of way will be removed and is not permanent. Include construction detail for foundation shown between G/5.01 pedestal footings. Y�2 Include complete construction details for the pedestrian walkway bridge. Sheet S7.01 has not been completed. • 4 stamped copies of soils report are included. Amend framing plans showing fire shutter. Refer to architectural plans. 24W Clarify note on sheet S2.13 indicating demolition of the existing south bridge. 23 Include construction plans and details for the roof skylights designed by a Colorado State Licensed Engineer. Coordinate location of hot tubs or spas on exterior decks. Amend structural design accordingly. Plumbing Comments (see attached response from Rader Engineers. 237 A plumbing plan review could not be completed with the plans provided. Include complete drain, waste and vent plumbing plans. Risers shown on M4.5 do not contain complete plumbing details, or individual fixture waste and venting plans. Also show drain, waste and vent piping on the plumbing floor plans. IPC Ch. 7. Also show cleanouts at all waste piping per IPC Ch. 7. 238 Amend plans to provide a minimum 4" size waste pipe at the public restrooms and other waste piping serving greater than 20 drainage fixture units per IPC 710.1(2) 239 Coordinate building waste and sewer line connection with the civil drawings. Provide back water valves for any fixtures located below the upstream manhole. IPC 715 240 Include complete gas piping plans for the residential units. M4.2 shows MP piping to the unit only. 241 Amend all gas piping plans at MP regulators to comply with IFGC 410.2 items 4, 5 and 6. Sheet M4.2 242 Provide a dedicated gas supply to the generator with separate shutoff from the main building gas shutoff. TOV 243 Amend sheet M4.2 to provide gas shutoff at unit 101. IFGC 409 244 Gas meters and piping shall be protected from snow and ice per TOV ord. IFC 305.5. Coordinate with architectural plans. 245 Full open valves are required at the water supply to each residence and at the base of each water riser pipe per IPC 606.1. Sheet M4.1 246 Amend entry water service details to show backflow preventers at the irrigation and fire protection water stubs. IPC 608 247 Include water piping plans for the common restrooms, drinking fountain and janitor's closet. IPC 604 248 Amend typical water piping plan for dwelling units M3.3 to show pipe sizes for the supply to the fixture branch lines. IPC 604 249 Include piping plans for all primary and secondary condensate drains. Show routing and discharge location of the drains. IMC 307 250 Secondary condensate drains must comply with IMC 307.2.3. Discharge into a sink tailpiece is not permitted. Sheet M /M3.2 2 �" Exterior exit ramp to Westhaven Drive from the SA -6 exit stairs must be protected from snow and ice per IBC 1010.7.2. Snowmelt or roof cover is required. Coordinate with the architectural plans. M5.0 Mechanical Comments (see attached response from Rader Engineers): 252 Include complete summary of the proposed types and quantity of refrigerant per IMC Ch. 11. Refrigeration machinery room separation may be required per IMC 1104.2 ,23 Coordinate atrium or shaft construction with the architectural plans. If atrium is proposed provide / complete smoke control system plans per IBC 404 and 909. 2'54 A 2 hour fire barrier separation is required at the generator room. IFC 604.2.14.1. Penetrations in fire barriers require a fire damper. Revise 70x20 M.O.D. Amend plans to show gas piping on each plan level. 56 Show proposed location of gas meters and main shutoffs. Gas meters shall be protected from snow /ice and vehicle impact per TOV ord. 3117 Amend plans to include details for multiple boiler vent connectors and show connection from boilers to the 20" boiler vent. Amend plans to include a boiler vent diagram showing total proposed vertical length and horizontal offset in accordance with the manufacturer's installation instructions. -2�9 Include manufacturer's listing and instructions for the boiler vent. Vent system must be listed for positive pressure per IFGC 801.9 _r =0 Revise parking garage exhaust termination to provide minimum clearances per IMC 502.7.3.6 item 2 ( Sheet M2.0 , ?61 Amend plans to specify operation for EF -5. 26 Include chimney venting plans and combustion air duct plans for all proposed fireplaces. .?�3 Unit 102 clothes dryer exhaust duct exceeds length limits of IMC 504.6.1 sheet M2.OU Show unit 102 clothes dryer exhaust duct termination a minimum 3' from openings into the building. Sheet M2.OU IMC 502.7.3.6 5 Show interlock between SF -1 and the boilers per IFGC 706.1 Complete duct plan and drawings for FC -8 Entry, sheet M2.1. ,47 Clarify mechanical work proposed in ground floor space marked restaurant. M2.1 268 Clarify location of smoke fire damper shown on M2.1 at OA -2. The damper is required at the bottom of the 2 hour shaft enclosure, or where the duct leaves the 2 hour shaft. Coordinate shaft construction and duct location with architectural plans. X69 Provide a smoke fire damper at the OA -2 duct where penetrating the 2 hour shaft at second floor and where leaving the 2 hour shaft from level 3. Coordinate shaft construction and duct location with architectural plans. IMC 607.5 Sheet M2.2 248' Coordinate 2 hour shaft location at boiler vent offset. Sheet M2.1 Complete mechanical plans at the corridor 203. Provide smoke /fire damper where supply duct penetrates the 2 hour floor /ceiling above. Revise supply duct so as to not penetrate the skylight shaft enclosure area. IBC 707 Sheet M2.2 272 Show all unit bathroom exhaust fan and clothes dryer exhaust duct termination a minimum 3' from openings into the building. Multiple sheets IMC 502.7.3.6 Amend all environmental exhaust duct terminations on the south side of the building to provide a minimum 3' from the property line. Multiple sheets IMC 502.7.3.6 2 Amend all outside air intakes on the south side of the building to provide a minimum 10' from the j�. property line IMC 401.5. Multiple sheets. '27 Provide access panels for all clothes dryer duct booster fans and in -line bathroom exhaust fans. 471( Amend all toilet exhaust duct plans and riser details to provide smoke dampers where the subducts penetrate the 2 hour shaft enclosure. Smoke dampers may not be eliminated with a subduct system in R occupancy buildings. Show dampers on the riser plans and the mechanical floor plan sheets. IMC 607.5.5.1 . Multiple sheets. Rill, Corridor 203 supply duct is shown routed through the atrium /shaft. Coordinate design with architectural plans. Provide smoke /fire dampers at any shaft wall penetrations. M2.2. Verify proposed unit 304L clothes dryer exhaust duct does not exceed length limit for DBF -1. M2.2 27"evise duct routing for unit 304E exhaust ducts. Ducts may not penetrate the exit stair C enclosure. �� IMC 607.5.5. Sheet M2.2 ,2M Revise unit 304L clothes dryer exhaust duct routing to not penetrate the fire rated exit corridor. 2 All ducts passing through the R- occupancy exit corridors with no openings into the corridor are required to be minimum .019" thickness per IMC 607.5.4. Add notes on plans accordingly. Multiple - sheets. �2 Provide smoke /fire dampers at all mechanical duct penetrations in mechanical room 301 fire partitions. Sheet M2.3 IMC 607.5.4 3 Provide smoke /fire dampers at all mechanical duct penetrations in mechanical room 400 fire partitions. Sheet M2.4. IMC 607.5.4 284 Corridor 400 supply duct is shown routed through the atrium /shaft. Coordinate design with / architectural plans. Provide smoke /fire dampers at any shaft wall penetrations. M2.4 X85 Complete supply duct plan for corridor 400. Sheet M2.4 286 Provide a fire damper at toilet exhaust duct passing through the fire partition between unit 402 and 403. Sheet M2.4. IMC 607.5.3 287 Provide a fire damper at toilet exhaust ducts and outside air supply ducts passing through the fire partition between unit 403 and 404. Sheet M2.4. IMC 607.5.3 288 Amend sheet M2.5 to coordinate with actual wall locations based on revised architectural floor plans at closet 500 area. 289 Amend plans to provide a smoke fire damper at the return air from the atrium /shaft enclosure. Coordinate return air location with revised architectural plans shaft enclosure is required, return air may not be available from this space. M2.5, M4.6 IMC 607.5 29� Provide a fire damper at toilet exhaust ducts passing through the fire partition between unit 403U and 404U. Sheet M2.5. IMC 607.5.3 21 Laundry room 559 clothes dryer exhaust duct exceeds length limits of IMC 504.6.1. Sheet M2.5 r r, 29Z Specify interlock with elevator smoke detectors for RV -1 per IBC 3004.3 3 IECC 803 2.6 requires outside air economizer f or our climate zone 15. �.. ? Check all required item boxes on the Com Check compliance certificate. n e p ah sCiow compliance with these items. Electrical Comments (see attached response from Rader Engineers): 295 Provide wet stamped drawings for review. 296 Include a Com Check lighting compliance certificate. 297 Provide means of disconnect at all clothes dryer exhaust duct fans. 298 Dwg E1.1: Per NEC 230.82 The 1000A meter stack cannot be connected to the supply side of the service disconnect. 299 Dwg E2.0 Existing electrical room: The existing electrical room is not compliant to current codes, but at a minimum, the door swing should be changed to swing out of the room and equipped with panic hardware. NEC 110.26 (C). 300 Dwg E2.0 gridline 15/G: Provide separate circuit for receptacle in elevator machine room per NEC 620.23. 301 Provide /show disconnects for al motors and equipment, such as fan coils, unit heaters, fans etc. Typical 302 Drawings E3.1 & E5.1 Lighting are missing. Show lighting for generator, boiler and elevator machine rooms. 303 Elevator machine room lighting shall be on separate circuit per NEC 620. 304 Dwg E2.0: Show the patio WP receptacles as GFI protected. Typical 305 Dwg E2.1: bathrooms receptacles require GFI protection per NEC 210.8(B). Typical 306 Dwg E1.1: Indicate how the elevator shunt trip accomplished Y pp f ,rr 307 Dwg E1.1: Clearly show the grounding requirements, and the neutral to ground bond in all three service entrances. 308 Dwg E1.1: Provide a work note that shows the N -G is not bonded at the generator as it is not'a separately derived system. ,309 Unit 102 powder room is missing GFI receptacle. x 3.10 Show circuiting for 120 volts for WC -2 and UR as shown on M1.2. 3 11 Outdoor spa: Show compliance with NEC 680 including bonding and GFI receptacle requirements. 312 Provide illuminated exit sign at door into stair F. Sheet E3.0 3.13 Provide illuminated exit sign at both mechanical room exits. Sheet E3.0 314 Provide illuminated exit sign at door into stair 005. Sheet E3.0 315 Provide illuminated exit signage for loading and storage area. Sheet E3.0 316 Provide illuminated exit signage at door into existing south stairway exit enclosure. Sheet E3.2 317 Provide illuminated exit signage at door into stair 205. Sheet E3.2 318 Provide illuminated exit signage at door into existing south stairway exit enclosure. Sheet E3.3 319 Drawings E3.1 & E5.1 Lighting are missing. Provide illuminated exit signs. Coordinate with architectural plans for required exit locations. Please refer to the cover sheet for information on resubmitting plans. In order to avoid delays in issuance of a permit, please check all requested information is included with the resubmitted plans. Please submit revised plans as a complete set. Partial plan resubmittals will not be reviewed. F: \cdev\ CHRIS \PERMrr.COMMENTS \B07 - 0011 \1307 -0011. DOC Cascade Residences. RKD Architects, Inc. Response to the following comments from Town of Vail Public Works Department: 4/20/2007 2/12/07 Town of Vail Public Works Department comments for the Cascade Residences Project: 1. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways, Town owned land. • This will be done by contractor at a later date. Process is underway. 2. Relocate the proposed curb ramp along Westhaven Dr east to the intersection. • The ramp has been relocated to intersection. 3. Use either CDOT Type I or Type 2A curb ramp detail. • The detail has been changed to type 1A on 1/0.02. 4. There is an existing 2' pan along Westhaven Dr where survey notes "under snowpack ". Terminate the proposed egress walk out to Westhaven Dr at the back of pan and provide curb ramp (detectable warning device). • Plan has been revised and noted as above. CLOO 5. The applicant is responsible for providing a vertical clearance sign on the relocated pedestrian bridge with the asbuilt clearance shown as soon as the pedestrian bridge is installed. • The bridge clearance sign will be provided. A2.70. Signage is a deferred submittal. 6. Any snowmelted areas in the public right -of -way shall be on a separate zone and labeled as such in the manifold box. • The mechanical drawings will reflect this zoning. 7. C1.02, detail 4 — note for the cross -slope walk shall be 2% max, per ADA requirements, not 2% min. • Min has been changed to max. 8. Per the PEC conditional approval for the variance of the garage access width, the applicant shall propose and install a Traffic Engineered solution for access control of the 2 -way 12' wide garage access. Please provide proposed solution. • The propose solution is noted on A2.OL, Site plan C.1.00 and in specifications 08 3613. 9. The proposed retaining wall located along the south side of the garage access shall be engineered and stamped by a professional engineer registered in the State of Colorado if the wall is greater than 4' in height as measured from the bottom of the footer to the top of wall. • There is no retaining wall over 4'. 10. Shoring plan shall be submitted prior to release of building permit. Shoring plan shall show cross- sections every 50' with field verified elevations of existing utilities. If proposed soil nail shoring is approved, they shall be detentioned and not required as a structural member once the foundation wall is built. • Shoring plan is a deferred submittal. Redwine Engineers Inc. Structural Consultants April 2, 2007 Jack Armitage RKD Architects 137 Main Street, Unit G004 Edwards, CO 81632 RE: Vail Cascade Residences Permit Application # B07 -0011 Plan Review Response Dear Jack: Here is our written response to the permit plan review. Item # Response Drawings impacted and revised 218 To be provided by architect 219 Note 3, E, 1.) on sheet S0.01 has been revised 50.01 220 Note 3, H has been added for exterior deck live loads 50.01 221 Note 3, A, 2.) has the correct values shown 222 Note 3. A, 3.) labels have been revised Sds; Shc 50.01 223 Shoring of existing not required; noted on 4, C) /S0.01 S0.01 224 Detail refers to S /S5.02 where bars are called out. 225 Footing dimensions have been added on plan. 52.01 226 Plan dimensions have been added. Detail shown on A/S5.02 S2.01 227 Footings along I from 10 -18.6 are existing. 228 Detail L /S5.01 has been added at this pile cap. S5.01 229 Micropile design is listed as deferred submittal on 50.01. Plans and stamped calculations provided under separate cover. 230 Shoring of wall at north of building is defined as deferred submittal on S0.01. A note has been added to detail D /S5.01 indicating that the shoring is classified as tempor 55.41 231 Detail G /S5.01 is already noted to indicate wall and footing between pedestals. 232 Documents for bridge structure have been completed. S7.01 233 Fire shutter reference removed. S2.14, S2.15 234 Note revised to indicate that bridge to remain. S2.13, S2.12 235 Skylight design added as deferred submittal on 5. D. 3) /S0.01. S0.01 236 Hot tubs are already included in the structural design using 75 sf at the hot tub footprints. 700 17"' Street, Suite 1900 Denver, CO 80202 (303) 575 -9510 (303) 575 -9515 fax 150 East Beaver Creek Blvd. A204 P.O. Box 8009, Avon, CO 81620 (970) 748 -0711 (970) 748 -0722 fax Redwine Engineers Inc. Structural Consultants Vail Cascade Residences: B07 -0011 Plan Review Response 04/02/07 page 2 If you have any questions regarding these comments, please call. Sincerely, p REG `' v : 136 A 73 Bob Redwine cc: 06021 SsAti� Response to Town of Vail Comments dated 3/7/2007 Plumbing Responses q37. Plumbing floor plans have been updated to show piping for waste, vent, storm drain and overflow drain systems. Clean -outs have been included. /,08. Amended. Also, note that all water closets have been scheduled to be connected with a 4" waste pipe. (See P2. and fixture connection schedule sheet M1.2) r ,� e - Boxed note added to top right of sheet P2.0. Input from civil engineer necessary. �`Utv 20. M4.2 has been updated to show low pressure gas piping sizing within the condo units (schematic form). Detail M3.2 /P added to comply. ,/242. M4.2 amended to comply with TOV ordinance. ✓43. M4.2 amended. X44. Not much of a concern due to roof design (not sloped towards meters) but note has been added regardless (P2.0, grids J -31). 205. M4.1 amended. Also, detail sheet M3.3/H shows shut -off valves at water entry to units. �6. Backflow preventer added for irrigation system. Backflow preventer has been schematically shown for fire protection system, but this specification will come from the project's Fire Protection Engineer. (see M3.3 /A) M4.1 amended. Schematic M3.3/H has been updated. Note that connection sizes to individual fixtures are shown on fixture connection schedule (M1.2). 9. Drawing scale makes this very difficult to clearly communicate on the plumbing floor plans. Therefore, this detail is shown in schematic form (M3.2/M & M3.2/R). �K. Per M3.2 /M, installation with comply with IMC 307.2.3 either via secondary drain to conspicuous location or via a water sensor. 2R. Area is snowmelted (SA -4 & SA -6, sheet M5.0). Mechanical Responses �52. Refrigerant summary schedule added to bottom left of M1.1. Chillers have been changed from R -22 units to R -134a units so that refrigerant machinery room separation is now not required. 2.5:3".' Per the Architect, there is no atrium and so smoke control is not required. ?.-. Fire damper added – M2.0. I 'S. Gas piping schematic on M4.2 amended to show low pressure gas piping within unit. A. Location of gas meters is shown on P2.0 (grids J -25). Details including shut -off valves are shown on M4.2. M2.0 and M4.6 amended to show single boiler flues for each boiler. Buderus (boiler manufacturer) is currently engineering 20" common flue for the project and drawings request contractor to work -up pricing for both options. Diagram added to M4.6 to comply. Boiler flue notes included on floor plans (M2.0) and on M4.6 diagram. Boiler flue specifications included in specs Section 15550. ,,? 6. Location amended so termination is further away from exit stairs. Amended exit discharge path goes directly to Westhaven and does not pass in front of louver. Also, garage exhaust system to be activated at 25 ppm CO which is a very low concentration per OSHA standards and therefore this airstream should be considered "environmental air ". Meaning amended location complies with IMC 502.7.3.6 item 3. 2 .. EF -5 operation is specified in the Sequence of Operation, specs section 15900. Fan is to be controlled by a CO sensor. CO sensor shown on M5.0. 62 This item to be addressed by Architect. 263 Dryer specified by Architect (see appliance specs by Arch) is rated up to 60 feet of duct with 4 elbows. OK as drawn. Termination is 3' above window. See elevation. 2-65. No interlock required. SF -1 supply fan is for mech room cooling only. Combustion air is via permanently open duct. The size of the opening conforms with operation of the boiler power burners. .266. Ducting completed. See M2.1. 2.W7. There will be no restaurant. This area is retail /commercial classification. Shaft to continue down to ceiling of M2.1. Damper will be located there. See M2.1 (grids 19 -G.4). 2#V. US - 2 utility shaft is to be one continuous shaft from roof down to ceiling of first floor. Duct is to be routed within shaft. No damper required here. ?�. Boiler flue(s) to be located in fire -rated shaft from mech room to roof. 1. Plans amended per TOV comments. Ducting completed. Damper added. Note that 16x10 duct in ceiling across "shaft- atrium" is under bridge above. X 2. Plans amended multiple locations. lans amended multiple locations. 74. Plans amended multiple locations. r 27 . Plans amended. Smoke dampers added to floor plans and M4.6. 277" Supply duct is routed under bridge above in fire -rated enclosure. Coded note "11" added. No dampers required. M2.2. Checked. No change required. , . Ducts are to be routed above stairwell fire - rating. Noted accordingly. M2.2. 2�. Ducts are to be routed above stairwell fire - rating. Noted accordingly. M2.2. A* W. Coded note "9" has been added to plans and tagged in the appropriate locations. ; Room is not fire- rated. No dampers required. X83. Room is not fire- rated. No dampers required. X 2 . Duct is routed under bridge above in fire -rated enclosure. Coded note "11" added. a5. Ducting plan completed M2.4. >V• Coded note "7" added. No damper required due to detail M3.2 /Q. 487. Coded note "7" added. No damper required due to detail M3.2 /Q. 288 Area revised. M2.5 and M4.6 updated. $9. Return air is indeed available from the second floor (see M4.6 for schematic diagram). Fire /smoke damper shown at return grille at top of shaft. 20. Coded note "7" added. No damper required due to detail M3.2 /Q. X91. Duct length does not exceed maximum capacity of specified dryers (60' max with 4 elbows). M2.5. 292. Specifications section 15900 amended to comply (see Hoistway ventilation). 293. Outside air economizer is provided by the cooling tower operating in "Free Cooling" mode. During this mode, the chiller is bypassed entirely. See sequence, specs section 15900 (Cooling Tower). d 294. Com check reviewed. Plans and specs comply. Electrical Responses 295. Mr. Chris Gunion has informed our office that electronic stamps are now acceptable to the Town of Vail. 296. The lighting layout and specification are part of the architectural drawings and did not come from this office. We will pass this request along to the lighting designer. 297. We have added disconnect switches to all dryer booster fans. 298. Per our site discussion with you, we have changed that part of our design to comply with your request. 299. The existing switchgear room door actually does swing out. It was drawn incorrectly on the floor plan by the architect. We have informed him that panic hardware must be installed on this door. 300. The elevator machine room has been moved and we have provided separate circuits for the hydraulic machine, machine room lighting, machine room receptacles, as well as lights and fan for the elevator cab as required. 301. We have shown disconnect switches on all motors that do not have factory - installed disconnect switches. Please refer to sheet M 1.2 for additional information. 302. The lighting layout and specification are part of the architectural drawings and did not come from this office. New lighting plans have been received from the architect and incorporated into our drawings. We believe that all spaces are now shown with new luminaires. 303. Elevator machine room lighting is now connected to its own circuit which is on the emergency generator system. 304. All receptacles shown to be installed in locations requiring GFCI type devices are now shown that way either by specification or by note on the drawings. 305. See response to item 304. 306. Elevator shunt trip connection details are now shown on sheet E 1.1. 307. Grounding and bonding requirements are now shown clearly on sheet E I.I. 308. A note instructing the contractor not to bond the ground to the neutral at the engine - generator is now shown on sheet E 1.1 309. Convenience receptacles are now shown in all bath and toilet rooms. 310. All toilets and urinals having electric flush equipment are now shown connected to 120V branch circuits. 311. We have added the required notes instructing the contractor to ground and bond spa equipment and adjacent circuits as required. The spas specified feature a GFCI panel within the spa and we have added an emergency -off pushbutton connected to the (shunt -trip) circuit breaker serving the hot tub to serve as both a safety device and a disconnect switch for each spa. 312. We have added required exit signage. The lighting layout and specifications are part of the architectural drawings and did not come from this office. New lighting plans showing exit signage have been created. 313. Required exit signage has been added. 314. Required exit signage has been added. 315. No work is being performed in the loading dock and storage areas as this area belongs to a separate lease holder (Westin Hotel). 316. Required exit signage has been added. 317. Required exit signage has been added. 318. Required exit signage has been added. 319. Lighting and exit signage on sheet E 3.1 is now shown. Sheet E 5.1 has been deleted from the set. APR -20 -2007 12:00 )DER ENGINEERING 970 845 7522 P.01107 5 HADERZ + ENGINEERING • COMPORT SYSTEMSM PO BOX 8610 • AVON, CO 81620 - Telephone 970.845 7910 Fax 870 -845 -7522 - E-mail dmder ®raderengheMngtom 3/29/07 Mr. Jack Armitage RKD Architects, Inc. P.O. Box 5055 Edwards, CO 81632 Re: Vail Cascade Residence REl Job No: 6061.00 Dear Jack, We have revised the COMcheck compliance certificate to address the following Town of Vail comments: 203 — Changed report to comply with the 2003 IECC code. 204 — Revised wall assembly to Metal Frame at 16" O.C. spacing. 206 — Revised Building Floor areas to reflect actual proposed construction. 207 — All .skylights are now included in the report. Please coordinate comments 205 and 208 with the construction plans. Also, Please review the documents and sign the Envelope Compliance Certificate. Sincerely, Chris Clark RPR -20 -2007 12:00 )DER ENGINEERING 970 845 7522 P.02i07 n CONIcheck Software Version 3.3.1 Envelope Compliance Certificate 2003 IECC Report Date: 03/29107 Data filename: J:1Jobs12006 - Jobs16061.00 - Cascade ResidenceMMechanicahCa lculationslCOMcheck- 0123071$061- VCR - Revisions -032707 Section 1: Project Information Project Title: Vall Cascade Residences Construction Site: Owner /Agent: Designer /Contractor: 1310 Westhaven Ddva Steve Lindstrom Jack Armitage Vail, CO 81657 PO Box 1152 RKD Architects Vail, CO 61658 137 Main Street, Suite G004 970. 476.3035 _ Edwards, CO 81632 �4 970 -926 -2622 Section 2: General Information Building Location (forwealher data): Vail, Colorado Cavity Climate Zone: 15 Heating Degree Days (base 65 degrees F): 9248 R -Velue 0-Factor Cooling Degree Days (base 85 degrees F): �4 9021 Project Type: Addition (545 Vertical Glazing I Wall Area Pct.: 29% - ActiVily 1)fR >S] Retail Sales, Wholesale Showroom 0.045 Elgtir Area 3704 Retail Sales, Wholesale Showroom 3032 Corridor, Restroom, Support Area Skylight 2: Metal Frame:Double Pane with Low -E, Reflective, SHGC 7195 Other —• 0.220 31523 Other 6057 Section 3: Requirements Checklist envalopa PASSES. D2�Ign 0 1':i, trotter than code. Climate- Specific Requirements: Component Name /Description Gross Area Cavity Cont. Proposed Budget or Parlmater R -Value R -Velue 0-Factor U- Factor Roof 1: Non -Wood Joist/Rafter/Truss 9021 30.0 24.0 0.021 (545 Skylight 1: Metal Frame:Double Pane with Low -E, Reflective, SHGC 42 - -- 0.220 0.045 0.24 Skylight 2: Metal Frame:Double Pane with Low -E, Reflective, SHGC 118 - -- —• 0.220 0.045 0,24 Skylight 3: Metal Frame :Double Pane with Low -E, Reflective, SHGC 85 — - -• 0.220 0.045 0.24 Skylight 4: Metal Frame-Double Pane with Low -E, Reflective, SHGC 70 -- - -- 0.220 0.045 0.24 Skylight 5' Metal Frame:Double Pane with Low -E, Reflective, SHGC 542 — — 0.220 0.045 0.24 Skylight 6: Metal Frame:Double Pane with Low -E, Reflective, SHGC 94 -- -- 0.220 0.045 0,24 Roof Decks: Norl-Wood Joist/Raflarfrruss 1442 30.0 13.0 0.027 0.045 Exterior Wall 1: Metal Frame, 16' o.c. 19984 21.0 0,2 0.109 0,064 Vail Cascade Rssitlences Page 1 of 0 APR -20 -2007 12 :00 aDER ENGINEERING Comments: Continuous Insualtion value is For 1" Stucco Exterior Gorden Level: Metal Frame Pane with Low -C, Clear, SHGC 418 - 0,42, PF 8.00 0.520 Comments: U -Value is an average of Operable (U =0.35) and Fixed (U =0.34) Window Assemblles 2nd Floor. Metal Frame-Double Pane with Low -E, Clear, SHGC 983 - 0,42, PF 4.00 7.0 0.062 Comments: U -Value is en average of Operable (0=0.35) and Fixed (U =0.34) Window Assemblies 3rd Floor. Metal Frame.Double Pane with Low -E, Clear, SHGC 0,42 960 --- Comments: U -Value is an overage of Operable (U =0.35) and Fixed (U =0.34) Window Assemblies 4th Floor. Metal FrarnwDouble Pane with Low -E, Clear, SHGC 0.42 964 - Comments: U -Value Is an average of Operable (U =0,35) and Fixed (U =0.34) Window Assemblies 5th Floor: Metal Frame:Double Pane with Law -E, Clear. SHGC 0.42 695 -- Comments: U -Value is an average of Operable (U=0.35) and Fixed (U =0.34) Window Assemblies Commercial Windows: Metal Frame:Double Pane with Low -E, 610 - Clear, SHGC 0.42, PF 8.00 LobbylEntry; Metal Frame:Double Pane with Low -E, Clear. SHGC 66 - 0,42, PF 13.00 Door Entry: Air Lock Entry 52 --- Commercial Doors: Glass, Clear, SHGC 0,40, PF 4.00 11e - -- Living Unit Doors: Glass, Clear, SHGC 0.42 667 -- Living Unit Doors - Shaded: Glass, Clear, SHGC 0.42, PF 8.00 445 -- Exterior Wall Stone Veneer: Metal Frame, 16" o.c. 95 21.0 Comments: 1' Continuous Rigid Insulation Basement Wall -NW: Solid Concrete or Masonry - 8 ", Furring. 560 -- None, Wall Ht 14.0, Depth B.G. 14.0 Basement Well -SW: Solid Concrete or Masonry - 8', Furring: 488 -- None, Wall Ht 14.0, Depth B.G. 3.0 Door 16: Solid 108 -•- Door 18: Solid 21 -- Basement Wait -NE; Solid Concrete or Masonry - 8', Furring; 952 - None, Well Ht 14.0, Depth B.G. 14.0 Garage Floor. Slab- On- Grade:Unheated 504 -- Unit 101/102: Slab- On- Grade;Heated, Continuous 297 - 970 845 7522 P.03i07 - 0.345 0.520 -_ 0,345 0.520 -- 0.345 01520 -- 0.345 0.520 -- 0.345 0.520 -- 0.440 0.520 - 0.440 0.520 - 0.660 0.108 - 0.390 0.520 -- 0,390 0.520 - 0.390 0.520 7.0 0.062 01064 0 -0 0.735 01067 0.0 0.735 0.087 0.330 0.108 -- 0.330 0.108 0.0 0.735 0.087 10,0 - -- (a) Budget U- faclom are used for software bacallne calculations ONLY, and are not code requirements. Air Leakage, Component Certification, and Vapor Retarder Requirements: 0 1, All joints and penetrations are caulked, gdcketed or covered with a tnolsture vapor - permeable wrapping material installod.in accordance with the manufacturer's installation instructlons. 2. Windows, doors, and skylights certlned as meeting leakage requirements. 0 3, Component R- values & 1.1-factors labeled as certified. 0 4, Insulation Installed according to manufacturers instructions, in substantial contact with the surface being insulated, and In a manner that achieves the rated R -value without compressing the Insulation. 5. Stair, elevator shaft vents, and other dampers Integral to the building envelope are equipped with motorized dampers, 6. Cargo doors and loading dock doors are weather sealed. 7. Recessed IightIng Mures ere: (t) Typo IC rated and sealed or gaskelad: or (11) Installed inside an appropriate air -tight assambly with a 0.5 Inch clearance from combustible maredals and with 3 inches clearance from Insulation material. 0 6. Building entrance doors have a vestibule and squipped with closing devices. Exceptions: Building entrances with revolving doors. Doors that open directly from a space less than 3000 sq. ft. In area. 0 9. Vapor retarder Installed. Section 4: Compliance Statement Compliance Statement; The proposed envelope design represented in this document is consistent with the building plans, specifications and other calculations submittod with this permit application. The proposed envelope system has been designed to meat the 2003 IECC requi ements in COMchack Version 3.3,1 and to comply with Iho mandatory requireme I e Zuirerrient& Checklist. Arm/ ryw• 9 1 , o 4re-4 0-1 Name - Title ature Date Vail Cascade Residences ' - - -- r- -•--- •-- -"'Page 2 of 6 APR -20 -2007 12 :01 !ADER ENGINEERING 970 845 7522 P.04i07 COMcheck Software Version 3.3.1 Mechanical Compliance Certificate 2003 IECC Report pate: 03129/07 Data filename: J:Uobg%2006 - Jobs \6061.00 - Cascade Residences \Meclien icellCalculabonslCO Mcheck-01230716061- VCR - Revisions- 032707,cck Section 1: Project Information Project Title: Vail Cascade Residences Construction Site: Owner /Agent: Designer/Contractor: 1310 Weethavon Drive Steve Lindstrom Jack Armltage Vall, CO e1657 PO Box 1152 RKO Architects Vail, CO 81659 137 Maln Street, Suite G004 970- 476.3035 Edwards, CO 81632 870 -926 -2622 Section 2: General Information Building Location (for weather data): Vail, Colorado Climate Zone: 16 Heating Degree Days (bass 65 degrees. F): 9245 Cooling Degree Days (base 65 degrees F): 44 Project Type: Addition Section 3: Mechanical Systems List u n 4yatem Tvne B Oast dt A QD 1 Plant 1: Heating: Hat Water Boiler, Capacity } ~(300 ketulh, Gas / Cooling: Water Chiller, Capacity > =50 - C150 tons. Condenser Water - Cooled, notary Screw or Scroll Chiller, with Centrifugal Fen Cooling Tower 3 Water Heating 1: Service Water Heater wl Circulation Pump Section 4: Requirements Checklist Requirements Specific To: Plant 7 : 1. Equipment minimum efficiency. eoilerThermal Efticlancy — 75% Et Ca 2. Equipment minimum efficiency: Chiller: COP >= 4.45, IPLV — 4.50 0 3. Newly purchased heating equipment meets the efficiancy requirements - used equipment must meet 80% El ® maximum capacity (� 4. Closed - circuit cooling tower has: a) automatic bypass valve for condenser water loop orb) dampers that shut -off air now through the cooling tower 0 S. Open - circuit cooling tower has automatic bypass valve for condenser water loop 6. Open - circuit cooling tower with heat exchanger must have automatic shut -off controls for cooling tower IJ 7. Cooling tower performance >20.0 gpm/hp S. Systems with multiple boilers have automatic controls capabia of sequencing boiler operation 1_7 9. Hydronic heating systems comprised of a single boiler and >500 kBlulh input design capacity Include either a muldstaged or modulating burner 0 10.Ai cooled condenser and cooling towerfen motors > 7.5 HP equipped with multiple - speed motors or single speed motors and vadoble speed drives Requirements Specific To: Water Heating 1 0 1. 1 -in. pipe insulation on circulation systems 0 2. Automatic ontoff control required for circulating systems Vail Ceecade Residonces ^~- w^' �� -` Page 3 of 6 APR -20 -2007 12:01 'ADER ENGINEERING 970 845 7522 P.05i07 0 3. Unknown hot water system type. Efficiency requirements can not be determined. Generic Requirements: Must be met by all systems to which the requirement is applicable: 0 1. Load calculations per 2001 ASHRAE Fundamentals r 2. Plant equipment and system capacity no greater than needed to moot loads - Exception: Standby equipment automatically off when primary system is operating Exception: Multiple units controlled to sequence operation as a function of load 0 3. Hot water pipe insulation: 1 In. for pipes —1.5 in. and 2 In. for pipes >1.5 In. Chilled water /refrigerant/brine pipe Insulation: 1 in.-for pipes x=1.5 in. and 1.5 in. for pipes >1.5 in. Steam pipe Insulation: 1,5 in. for pipes -d=1.5 in. and 3 In. for pipes >1.5 in. - Excoption: Piping within HVAC equipment - Exception! Fluid temperatures between 55 and 105 degrees F - Exception: Fluid not heated or cooled - Excapdon: Runouts <4 k in length 4. Hot water distribution systems > =600 kBtulh must have one of the following: e) controls that resat supply water temperature by 25% of supply /return delta T b) mechanical or electrical adjustable -speed pump drive(s) o) two -way valves at all heating cells d) multiple -stage pumps a) other system controls that reduce pump flow by at least 50% based on load - calculations squired 5. Chilled water distribution systems > =600 k0tulh must have one of the following: a) controls that reset supply water temperature by 25% of cvpply /return delta T b) mechanical or electrical adjustable -speed pump drive(&) c) two -way 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 I] 6. Newly purchased servica water heating equipment meets the efficlency requirements o 7. Water hearer temperature controls: 110 degrees F for dwelling units or 90 degrees F for other occupancies 08. Hot water distribution systems >=300 kBtulh must have one of the following: a) controls that reset supply water temperature by 25% of 6upply /return delta T b) mechanical or electrical adjustable -speed pump drive(s) c) two -way valves at all heating colic d) multiple -stage pumps o) other system controls that reduce pump flow by at least 50% based on load - calculations required C] 9. Chlllod water distribution systems >=300 kBtu /h muct have one of the following: a) controls that reset supply water temperature by 25% of supplylretum 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 roduca pump flow by at least 50% based on load calculations roquired Section 5: Compliance Statement Compliance Statement. The proposed mechanical design represented in this document is consistent with the building plans, specilicatiom and other calculations submitted with this permit application. The proposed mechanical systems have been designed to meet the 2003 IECC requirements in COMchock Verslon 3.3.1 and to comply with the mandatory requirements in the Requirements Checklist. Name - Title tfre Date Vail Caseada Residences — ..._.�_.__...._...»...,._�___ -- .._ .-- .._,__..-- .- ...._�..._.....r ••,.-- .—.._. page 4 of 6 APR -20 -2007 12:01 'ADER ENGINEERING 970 845 75- P.06/07 COMcheck Software Version 3.3.1 Mechanical Requirements Description 2003 IECC Report Date: Data filename: JAJobs12006 - Jobs%061.00 - Cascade ReaidencestMechanlcallCalcuiationslCO Mcheck- 01230716061 - VCR- Revisions•032707.cck The following list provides more detailed descriptlons of the requirements in Section 4 of the Mechanical Compliance Certificate. Requirements Specific To: Plant 1 : 1, The specified healing and /or cooling equipment is covered by the ASHRAE 90.1 Code and must meet the following minimum efficiency: Boiler Thermal Efficiency >= 75% Et 2. The specified heating and/or cooling equipment is covered by ASHRAE 60.1 Coda and must most the following minimum efficiency: Chiller: COP — 4.45, IPLV >= 4.50 3. The specified heating equipment is covered by Federal minimum efficiency roquirements. New equipment of this type can be assumed to most or oxcoad ASHRAE 90.1 Code requirements for equipment offlclency. Used equipment must meet 80% El. maximum capacity. 4. Closed - circuit cooling tower has either an automatic bypass valve for condenser water loop or dampers that shut -off air flow through the cooling tower. 5. Open - circuit cooling tower has automatic bypass valve for condenser water loop. 6. Open-circuit cooling tower with heat exchanger must have automatic shut -off controls for cooling tower. 7. New equipment of this type must have a performance rating of 20.0 gpm/hp in accordance with CTI ATC -105 and CTI STD -201. 8. Systems with multiple boilers have automatic controls capable of sequencing the operation of the boilers, 9. Hydronic healing systems comprised of a single boller and ;-500 k8tulh input design capacity include either a multistaged at modulating burner. 10. Each ran motor of 7.5 hp or larger in a separate piece of heat rejection equipment must have the capability to operate that fan at two- thirds of full speed or loss, and must have controls that automatically change the fan speed to control the leaving fluid temperature or condensing temperature /pressure of the heat rejection device- Requirements Specific To: Water Heating 1 : 1. Piping for the specified circulating service hot water system must be insulated with a minimum of 1 -In. Insulalion having a conductivity no >0.26 Btu- in1(h -ft2- degrees F), 1 Circulating service hot water systems must have a time switch control that can automatically turn off the system during unoccupied hours. 3, Service water heating equipment used solely for heating potable water, pool healers, and hot water storage tanks must meat the following miniumum efficiency: Unknown hot water system type. Efficiency requirements can not be determined. Generic Requirements: Must be met by ail systems to which the requirement is applicable: 1. Design heating and cooling loads for the building must be determined using procedures In the ASHRAE Handbook of Fundamentals or an approved equivalent calculation procedure. 2. All equipment and systems must be sized to be no greater than needed to meat calculated loads. A single place of equipment providing both heating and cooling must satisfy this provision for one function with the capacity for the other function as small as possible, within available equipment options. - Exception: The equipment and /or system capacity maybe greater than calculated loads for standby purposes. Standby equipment must be automatically controlled to be off when the primary equipment and /or system Is operating. - Exception: Multiple units of the same equipment type whose combined capacities exceed the calculated load are allowed if they are provided with controls la sequance operation of the units as the load Increases or decreases. 3. All pipes serving space- condltloning systems must be in6ulated as rollows: Hot water piping for heating systems: 1 in. for pipes 1 112 -in. nominal diameter. 2 in. for pipes >1 112 -In. nominal diameter. Chilled water, refrigeran4 and brine piping systems: 1 in. insulation for pipes 1 1/2-In- nominal diameter 1 1/2 in_ Insulation for pipes >1 112 -in. nominal diameter. Steam piping: 1 112 in. Insulation for pipes 1 1/2 -in. nominal diameter 3 In, insulation for pipes >1 112 -In. nominal diameter. - Exception: Pipe insulation Is not required for factory- instgtiad piping within HVAC equipment. Exception: Pipe insulation Is not required for piping that conveys fluids having a design operating temperature range between 55 degrees F and 105 degrees F. Vail Cascade Residences Page 5 of 6 APR -20 -2007 12:02 ADER ENGINEERING 970 945 7522 P.07/07 Exception: Pipe Insulation is not required for piping that conveys fluids that have not been heated or cooled through the use of fossil fuels or electric power. Exception: Pipe insulation is not required for runout piping not agcooding 4 fl in length and 1 in. in diameter between the control valve and HVAC coil. 4. Hot water distribution systems with total system capacities of 600 kBlu and greater must have controls that: &) automatically reset the hot water supply temperature, based on heating load, by at least 25% of the design supply -to- return water temperature difference orb) reduce pump flow by at least 50% of design flow rata by using- adjustable -speed drive(s) on pump(s)- mulllple -stage pumps allowing at least 112 of the total pump horsepower to be automaticafly turned off - control valves designed to modulate or step down and close as a function of load- other approved means (supporting documentation or calculations must be submitted). 5. Chilled water distribution Systems with total system capacities of 600 Muth and greater must have controls that:a) automatically resat the chilled water supply temperature, based on cooling load, by at least 25% of the design supply - to - return water temperature difference orb) reduce pump flow by at least 50% of design flow rate by using- adjustable -speed drive(s) on pumps)- multiple -stage pumps allowing at least 112 of the total pump horsepower to be automatically turned off- control valves designed to modulate or step down and close as a function of load- other approved means (supporting documentation or calculations must be submitted). 6. Service water heating equipment must meet minimum Federal efficiency requirements Included in the National Appliance Energy Conservation Act and the Energy Policy Act of 1992, which meet or exceed ASHRAE 90.1 Code. Now service water heating equipment can be assumed to most these requirements. 7. Water - heating equipment must be provided with controls that allow the user to set the water temperature to 110 degrees F for dwelling units and 90 degrees F for other occupancies. Controls must limit output temperatures of lavatories in public facility restrooms to 110 degrees F. B. Hot water space- heating systems with a rapacity exceeding 300 kBtu /h supplying heated water to comfort conditioning systems must Include controls that automatically reset supply water temperatures by representative building loads (including return water temperature) or by outside air temperature, Exceptions: - Where the supply temperature reset controls cannot be Implemented without causing improper operation of heating, cooling, humidiflcaflon, or dehumidification systems. - Hydronic systems that use variable flow to reduce pumping energy. 9. Chiliad water space - cooling systems with a capacity exceeding 300 kBtulh supplying chilled water for comfort conditioning syatoms must Include controls that automatically reset supply water temperatures by representativa building loads (Including return water temperature) or by outside air temperature. Exceptions: - Where the supply temperature reset controls cannot be implemented without causing Improper operation of heating. cooling, humidHlratlon, or dehumidification systems. - Hydronic systems that use variable flow to reduce pumping energy, Vail Cascade Residences ^� — Page 6 of e TOTAL P.07 UL Online Certifications Directory OCD Home Quick Guide Contact Us UL.com BXUV.G523 Fire Resistance Ratings - ANSI/UL 263 Page Bottom Fire Resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - ANSI/UL 263 Design No. G523 November 10, 2006 Restrained Assembly Rating — 2 and 3 Hr. (See Items 2,15C, 15D and 17) Unrestrained Assembly Rating — 2 and 3 Hr. (See Items 2,15C, 15D and 17) Unrestrained Beam Rating — 2 and 3 Hr. (See Items 2,15C,15D and 17) Load Restricted for Canadian Applications — See Guide BXUV7 . _ .. ._ .. ... .. . . -- � I— tf2" or 5/8" I S I 24" 1 i ISI '• 17 1. Beam — W 10x21, min size. As alternate to steel beam, joist girders (Not Shown) -20 in. min depth and 13 lb /lin ft min weight. 2. Normal - Weight Concrete — Carbonate or siliceous aggregate, 152 + or - 3 pcf unit weight, 3000 psi compressive strength. Restrained j Unrestrained Unrestrained Assembly Assembly Beam Concrete Rating Hr Rating Hr Rating Hr Thkns In. _ ....._ _ 2 2 i 2 2 -1/2 2 2 3 2 -1/2 3 3 3' 3 3. Metal Lath — 3/8 in. rib, 3.4 lb per sq yd expanded steel. Tied to each joist at every other rib and midway between joists at side laps with 18 SWG gals steel wire. As an alternate for 2 Hr assembly rating only, the form material for the concrete may be corrugated steel deck 9/16 in. deep of 28 MSG (min) galv steel welded to supports 15 in. OC with welding washers. The concrete thickness shall be measured to the top plane of the steel deck. 3A. Steel Floor and Form Units* — (Not shown) As an alternate to Item 3, Composite 1 -1/2 in. deep, 30, 35 or 36 in. wide, galv steel units. Min gauge is 22 MSG. Welded to supports 12 in. OC. Adjacent units button - punched, welded or screwed together 36 in. OC max along side joints. The concrete thickness shall be measured to the top plane of the steel deck. VULCRAFT, DIV OF NUCOR CORP — Types 1.5VL, 1.5VLI. 4. Steel Joists — Type 8J2 or l OK 1 min size, spaced 24 in. OC welded to end supports. 5. Bridging — 1/2 in. diam steel bars welded to top and bottom chord of each joist. 6. Hanger Wire — No. 12 SWG gals steel wire, twist -tied to lower chord of joists. Located 48 in. O.C. along main runners; hanger wires required at all four corners of light fixtures, and at midspan of cross tees at the sides of the light fixture. 7. Cold Rolled Channels — No. 16 MSG cold - rolled steel channels, 1 -1/2 in. deep with 9/16 in. legs. 8. Air Duct — No. 24 MSG galv steel. Supported on 1 -1/2 in., 16 MSG cold - rolled steel channels spaced 24 in. OC Duct opening, not to exceed 144 sq in. per 100 sq ft of ceiling area, with no individual opening greater than 144 sq in. Maximum lateral dimension of duct outlet 12 in. 8A. Air Duct Materials* — (Not shown) — Optional. For the 2 h ratings, as an alternate to steel air duct (Item 8), Rigid Air Duct Materials may be used in accordance with their Fabrication Instructions. The duct outlet throat is positioned at the center of 24 in. long min 0.029 in. thick (22 gauge) galv steel duct liner. These ducts are supported by min 0.053 in. thick (16 gauge) cold rolled steel channels suspended from the joists by 12 SWG gals steel wire. Channels are placed directly below the steel duct liner, one on each side of the throat, and otherwise spaced 72 in. OC for ducts up to 36 in. wide, and 48 in. OC for ducts between 36 and 60 in. wide. Min clearance of 4 in. required between back of ceiling membrane and bottom of air duct material. JOHNS MANVILLE INTERNATIONAL INC — Rigid, Class I. KNAUF INSULATION GMBH — Rigid, Class I. 9. Damper — No. 13 MSG steel, hinged on one side. Protected on both surfaces with 1/16 in. thick ceramic fiber paper. Damper held in open position with 160 F fusible Link bearing the UL Listing Mark. Damper to overlap duct outlet by 3 in. In lieu of the damper described above, Duct Outlet Protection System A, as described in the Design Information Section, may be used with steel ducts. When 2 -1/2 in. thick concrete and 5/8 in. thick gypsum board are used. 10. Fixtures, Recessed Light — (Bearing the UL Listing Mark). Fluorescent lamp type steel housing with four adjustable mounting brackets, 2 by 4 ft size, with or without vented sides for air boots. Fixtures spaced so their area does not exceed 24 sq ft per 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. 10A. Alternate Fixtures, Recessed Light — For use with Steel Framing Members, Item 15B or 15D - (Bearing the UL Listing Mark). Fluorescent lamp type, NEMA Type F steel housing, 1 by 2 ft, 1 by 4 ft, 2 by 2 ft or 2 by 4 ft size. Fixtures provided with swing -out steel support hooks near each corner designed to engage the bulb of the steel framing member cross tees. Size of steel framing member module to be nominally 2 in. wider and longer than the nominal fixture size. Fixtures to be additionally screw - attached to the web of the cross tees near the center of each long side and at both ends using No. 6 by 2 -5/8 in. long (sides) and No. 6 by 1 -5/8 in. long (ends) steel drywall screws. Fixtures spaced so their area does not exceed 24 sq ft per each 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. 10B. Alternate Fixtures, Recessed Light — For Use with Steel Framing Members, Item 15A- (Bearing the UL Listing Mark). Fluorescent lamp type, NEMA Type F steel housing, 1 by 2 ft, 1 by 4 ft, 2 by 2 ft or 2 by 4 ft size. Fixtures provided with swing -out steel support hooks near each corner designed to engage the bulb of the steel framing member cross tees. Fixtures to be additionally screw - attached to the cross tees near the center of each long side and at both ends using 2 in. long Type 5 -12 (sides) and 3 in. long Type S -12 (ends) steel screws. Fixtures spaced so their area does not exceed 24 sq ft per each 100 sq ft of ceiling area. Wired in conformance with the National Electrical Code. 11. Fixture Protection — Gypsum Board* — 1/2 or 5/8 in. thick, same as Item 17, cut into pieces to form a box assembly approx 1/2 in. longer and wider than the fixture with sufficient depth to provide at least 5/8 in. clearance between the fixture (Item 10) and the protection enclosure. The pieces are held together by 6d nails at each corner. Overlap on adjacent lay -in panels. 1 IA. Fixture Protection — Gypsum Board* — For use with Steel Framing Members, Item 15B or 15D - 1/2 in. or 5/8 in. thick, same as Item 17. Cut to form a five sided enclosure, rectangular in cross- section, at least 1 -1/4 in. higher than the NEMA Type F light fixture housing (Item 10A). The fixture protection enclosure is to be installed in the grid module prior to installation of the NEMA Type F light fixture. The fixture protection side pieces are to be provided with nominal 1 -1/4 in. wide by 3 -1/2 in. long cutouts to accommodate the swing -out steel support hooks near each corner of the fixture. The fixture protection side and end pieces rest on the flanges of the primary cross tees and are screw- attached to the web of the cross tee with No. 6 by 1 -5/8 in. long steel drywall screws. The top piece rests on the top edges of the side and end pieces without mechanical attachment. The dimensions of the fixture protection pieces for the various sizes of NEMA Type F fixtures are tabulated below: NEMA Type Side Piece, in. End Piece, in. 7 x 25 -1/2 ' 7 x 49 -1/2 7 x 25 -1/2 7 x 12 -1/4 ' 7 x 12 -1/4 7 x 24 -1/4 7 x 49-1/2 7 x 24 -1/4 1113. Fixture Protection — Gypsum Board* — For Use with Steel Framing Members, Item 15A - 1/2 or 5/8 in. thick, same as Item 17 or 17A. Cut to form a five sided enclosure, rectangular in cross section, for the NEMA Type F light fixture (Item 1013). The fixture protection enclosure is installed around the grid module prior to installation of the NEMA Type F light fixture. The end pieces of the light fixture protection rest upon the flanges additional nom 4 ft long cross tees placed at each end of light fixture opening. The pieces of gypsum board are secured to both cross tees with three 1 in. long Type S screws, one at the center of the cross tee and the remaining two screws spaced 12 in. O.C. in both directions. The end clips of the two additional cross tees are removed and the cross tee /gypsum board combinations are placed at each end of the module facing the light fixture opening with the ends of the cross tees resting on the flanges of the main runner. Two side pieces of the gypsum board protection are notched at the bottom with three 1/4 in. wide by 1-9/16 in. long notches to accommodate the cross tee bulbs. On each side the pieces are installed vertically, resting on the three cross tees intersecting the 50 in. long cross tees and placed 1 -1/4 in from the edge of the 50 in. cross tees. The four side pieces of the light fixture protection box are secured together with 6d nails, one at mid - height, and one at each of the four corners. The top piece of gypsum board is loosely -laid on top of the four sided box and secured at each of the four corners with 6d nails. Holes are drilled through the top piece of gypsum board for the attachment of the hanger wires specified in Item 6. Two 4 ft long cross tees are placed on top of the fixture protection box, equally spaced and secured from the underside of the fixture protection box with three 1 in. long Type S screws equally spaced. The dimensions of the fixture protection pieces for the various sizes of NEMA Type F End Piece, in. 6 x 19 6 x 19 6 x 31 6 x 31 _ � .. . .... . . ... .... 12. Fixture Protection Batts and Blankets* — (Alternate to Item 11)— 1- 1/4 in. thick, cut into pieces to form a box assembly approx 1/2 in. longer and wider than the fixture with sufficient depth to provide at least 1 -1/4 in. clearance between the fixture and the protection enclosure. The pieces are held together by No. 18 SWG gals steel wire at each corner. Overlap on adjacent lay -in panels. THERMAFIBER INC — Type FR. 13. Flexible Air Duct — (Not shown) — Class I Flexible Air Duct Material - Max inside diam 6 in. attached to supply air duct and air boots with 2 in. wide pressure- sensitive fabric duct tape. Any Class I Air Duct Material bearing the UL Listing Mark (Gas and Oil Equipment Directory). 14. Air Boots — No. 24 MSG galv steel air boots to be installed in not more than 67 percent of the light fixtures. Air boots are installed in pairs, along both sides of light fixtures and connected by a No. 24 MSG galv steel, crossover duct. 15. Steel Framing Members — * — a. Main Runners — Nom 12 ft long spaced 4 ft OC. b. Cross Tees — Nom 4 ft long spaced 24 in. OC perpendicular to main runners with one additional cross tee located 8 in. on each side of each end joint of gypsum board. BPB AMERICA INC — Types PDWH, PDWS. The main runner ends may be riveted to the wall molding along one wall and the cross tee ends may be riveted to the wall molding along both adjacent walls. The rivets are intended to facilitate the ceiling installation, not to replace hanger wires . CHICAGO METALLIC CORP — Types 650, 650C, 670, 670C. the main runner ends may be riveted to the wall molding along one wall and the cross tee ends may be riveted to the wall molding along both adjacent walls. The rivets are intended to facilitate the ceiling installation, not to replace hanger wires. 15A. Alternate Steel Framing Members* — Main runners, cross tees, cross channels and wall angle as listed below: a. Main Runners — Nom 10 or 12 ft. long, 15/16 in. or 1 -1/2 in. wide face, spaced 4 ft. OC. b. Cross Tees — Nom 4 ft. long, 1 -1/2 in. wide face or 15/16 in. wide face installed at sides of light fixtures (Item 10), installed perpendicular to the main runners, spaced 24 in. OC. When Batts and Blankets* (Item 21) are used, cross tees spaced 16 in. OC. Additional cross tees or cross channels used at 8 in. from each side of butted gypsum board end joints. The cross tees or cross channels may be riveted or screw attached to the wall angle or channel to facilitate the ceiling installation. When NEMA Type F (Item lOB) light fixtures are used, nom 4ft long cross tees, 1 -1/2 in wide face, installed perpendicular to main runners and spaced nom 50 in. O.C. Two nom 50 in. long cross tees, 1 -1/2 inch wide face, spaced nom 14 in. O.C. to accommodate nom 1 by 2 ft or 1 by 4 ft NEMA Type F fixture or spaced 26 in. O.C. to accommodate nom 2 by 2 ft NEMA or 2 by 4 ft NEMA Type F fixture. When nom 2 by 2 ft NEMA Type F fixture is used, nom 26 in. long cross tees to be used to form nom 26 in. module at the center of the nom 50 in. long cross tees. Two additional nom 4 ft cross tees, 1 -1/2 in. wide face are installed perpendicular to the main runners outside each end of fixture opening to support the end pieces of drywall fixture protection. Small cutoff pieces of cross tees were installed at the center of the nom 50 in. long cross tees and main runners by inserting the dip end into a cross tee slot on the main runner and securing the other end with a pop rivet to the nom 50 in. long cross tee. c. Cross Channels — Nom 4 ft. long, installed perpendicular to main runners, spaced 24 in. OC. When Batts and Blankets* (Item 21) are used, cross channels spaced 16 in. OC. d. Wall Angle or Channel — Painted or galv steel angle with 1 in. legs or 1 -9/16 in. deep painted or galv steel channel with 1 in. legs attached to walls at perimeter of ceiling with fasteners 16 in. OC. to support steel framing member ends and for screw - attachment of the gypsum board. CGC INC — Type DGL or RX. USG INTERIORS INC — Type DGL or RX. 15B. Alternate Steel Framing Members* — (Not shown) — Main runners nom 12 ft long, spaced 48 in. OC. Primary cross tees (1 -1/2 in. wide across flange) or cross channels, nom 4 ft long, installed perpendicular to main runners and spaced 24 in. OC. Additional primary cross tees or cross channels required at each gypsum board end joint, 8 in. from and on each side of gypsum board end joint, and 8 in. from each side of NEMA Type G (Item 10) light fixtures. Secondary cross tees (15/16 in. wide across flange), nom 4 ft long, installed at sides of NEMA Type G light fixtures. When NEMA Type F (Item 10A) light fixtures are used, nom 4 ft long primary cross tees installed perpendicular to main runners and spaced nom 50 in. OC. Two nom 50 in. long primary cross tees installed perpendicular to nom 4 ft long primary cross tees and spaced nom 14 in. OC to accommodate nom 1 by 2 ft or I by 4 ft NEMA Type F fixture or spaced 26 in. OC to accommodate nom 2 by 2 ft or 2 by 4 ft NEMA Type F fixture. When nom 1 by 2 ft or 2 by 2 ft NEMA Type F fixtures are used, nom 14 in. or 26 in. long primary cross tees to be used to form nom 26 in. long modules at the center of the nom 50 in. long primary cross tees. Additional lengths of primary cross tee to be installed at each end of each nominal 50 in. long primary cross tee to create a nominal 14 or 26 in. by 22 or 24 in. module at each end of light fixture module. Ends of these additional lengths of primary cross tee are to engage cross tee routs at end of fixture and are to be riveted to nom 4 ft long cross tee at opposite end. Additional short lengths of primary cross tee to be installed perpendicular to main runners near center of nom 50 in. long cross tee on each side of light fixture. Ends of these additional short lengths of cross tee are to engage rout of main runner at one end and are to be riveted to nom 50 in. long primary cross tee at opposite end. The main runners, cross tees or cross channels may be riveted or screw - attached to the wall angle or channel to facilitate the ceiling installation. ARMSTRONG WORLD INDUSTRIES INC — Type DFR -8000. 15C. Alternate Steel Framing Members — * — (Not shown) — As an alternate to Items 15, 15A, 15B. Main runners nom. 12 ft long, spaced 48 in. OC. Cross channels, 4 ft. long, installed perpendicular to main runners and spaced 24 in OC. Additional cross channels required 8 in. from and on each side of gypsum board end joints and 8 in. from each side of light fixtures. Cross tees, 4 ft long installed perpendicular to main runners to support the 4 ft sides of light fixtures. J- shaped metal trim molding, installed at perimeter of light fixtures to cover and support the exposed gypsum board edges. CHICAGO METALLIC CORP — Type 630. When Type 630 Steel Framing Members are used, assembly and beam ratings are limited to 2 hr. 15D. Alternate Steel Framing Members* — (Not Shown) — As an alternate to Items 15, 15A, 15B and 15C. For use in corridors or rooms having a maximum width dimension of 14 ft. Steel framing members consist of grid runners, locking angle wall molding and hanger bars. Locking angle wall molding secured to walls with steel nails or screws spaced max 24 in. OC. Slots of locking angle wall molding parallel with hanger bars to be aligned with tabbed cutouts in bottom edge of hanger bars. Hanger bars spaced max 50 in. OC and suspended with No. 12 AWG steel hanger wires spaced max 48 in. OC. Adjoining lengths of hanger bar to overlap 12 in. and to be secured together and suspended by a shared hanger wire. A min clearance of 1/4 in. shall be maintained between the ends of the hanger bars and the walls. Grid runners cut -to- length and installed perpendicular to hanger bars and spaced max 24 in. OC with additional grid runners installed 8 in. OC at gypsum board end joints and adjacent to each side of nom 2 by 2 ft or nom 2 by 4 ft NEMA Type F light fixtures (Item 11A). Grid runners parallel with walls to be spaced max 16 in. from wall. Ends of grid runners to rest on and engage slots of locking angle wall molding with a clearance of 3/8 in. to 1/2 in. maintained between each end of the grid runner and the wall. Bulb of grid runner to be captured by tabbed cutouts in bottom edge of hanger bars. When NEMA Type F light fixtures are used, flange of grid runner on each side of fixture module is to be slit and bent upward 90 deg along the length dimension of the fixture. Nom 24 in. long cross tees with tabbed ends bent 90 deg are to be formed from lengths of grid runner and are to be secured to the grid runner at each end of the fixture module using steel screws or rivets. Additional cross tees, nom 8 in. long with tabbed ends bent 90 deg, are to be formed from lengths of grid runner and are to be secured to the grid runners at the corners and center of each side of the fixture module using steel screws or rivets. ARMSTRONG WORLD INDUSTRIES INC — Type DFR- 8000 -SS. When Type DFR- 8000 -SS Steel Framing Members are used, assembly and beam ratings are limited to 2 hr. 16. Wall Molding — (Not shown) — Min 0.019 in. thick steel channel, 1 -11/16 in. with 15/16 in. legs, nailed to walls along perimeter of ceiling. 17. Gypsum Board — 4 ft. wide, installed with long dimension perpendicular to cross tees with end joints centered along cross tees and with side joints centered along main runners. Gypsum board fastened to each cross tee with five drywall screws (Item No. 18) with one screw located at the midspan of the cross tee, one screw located 12 in. from and on each side of the cross tee midspan, and one screw located 1 -1/2 in. from each gypsum board side joint. Except at gypsum board end joints, drywall screws shall be located on alternating sides of cross tee flange. At gypsum board end joints, drywall screws shall be located 1/2 in. from the joint. Gypsum board fastened to main runners with drywall screws, 3/8 to 1/2 in. from side joints, midway between intersections with cross tees (24 in. OC). End joints of the gypsum board sheets shall be staggered with joints in adjacent gypsum board courses not less than 4 ft OC. Gypsum board sheets screw - attached to flange of wall channel with drywall screws spaced 12 in. OC. When alternate Steel Framing Members* (Item 15C) are used, gypsum board installed with long dimension (side joints) perpendicular to the cross channels and 4 ft cross tees, and with the side joints centered along the main runners. Gypsum board fastened to cross channels with drywall screws located 1/2 in. from butted end joints, with one screw located at the midspan of the cross channel, one screw located 12 in. from and on each side of the channel mid span and one screw located 2 -3/4 in. from each side joint. End joints of the sheets shall be staggered as described above. Joints to be covered with paper tape and joint compound. When alternate Steel Framing Members* (Item 15D) are used, gypsum board sheets installed with long dimension (side joints) perpendicular to the grid runners with the end joints staggered min 4 ft and centered between grid runners which are spaced 8 in. OC. Prior to installation of the gypsum board sheets, backer strips consisting of nom 7 -3/4 in. wide by 48 in. long pieces of gypsum board are to be laid atop the grid runner flanges and centered over each butted end joint location. The backer strips are to be secured to the flanges of the grid runners at opposite corners of the backer strip to prevent the backer strips from being uplifted during screw- attachment of the gypsum board sheets. Gypsum board fastened to grid runners with drywall screws spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board. The butted end joints are to be secured to the backer strip with No. 10 by 1 -1/2 in. long Type G laminating screws located 1 in. from each side of the butted end joint and spaced 1 in. and 4 in. from the side joints and max 8 in. OC in the field of the board. Joints to be covered with paper tape and joint compound. AMERICAN GYPSUM CO — Types AG -C, AGX -6, AGX -10, AGX -C. BPB AMERICA INC — Type FRPC, SF3 or ProRoc Type C CANADIAN GYPSUM COMPANY — Types C, IP -X2, IPC -AR. G -P GYPSUM CORP, SUB OF GEORGIA - PACIFIC CORP — Types 5, C. LAFARGE NORTH AMERICA INC — Types LGFC3, LGFC -C, LGFC -C /A. NATIONAL GYPSUM CO — Types FSK -C, FSW -1, FSW -C. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Types C, PG -3, PG -C. REPUBLIC GYPSUM CO — Type RG -3 or RG -C. TEMPLE - INLAND FOREST PRODUCTS CORP — TypeTG -C. UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR. USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR. 17A. Gypsum Board * — For use when Batts and Blankets* (Item 21) and Steel Framing Members* (Item 15A) are used - 5/8 in. thick, 4 ft wide; installed with long dimension perpendicular to cross tees with side joints centered along main runners and end joints centered along cross tees. Fastened to cross tees with 1 in. long steel drywall screws spaced 8 in. OC in the field and 8 in. OC along end joints. Fastened to main runners with 1 in. long drywall screws spaced midway between cross tees. Screws along sides and ends of boards spaced 3/8 to 1/2 in. from board edge. End joints of the sheets shall be staggered with spacing between joints on adjacent boards not less than 4 ft OC. CANADIAN GYPSUM COMPANY — Types C, IP -X2, IPC -AR, WRC. UNITED STATES GYPSUM CO — Types C, IP -X2, IPC -AR, WRC. USG MEXICO S A DE C V — Types C, IP -X2, IPC -AR, WRC. 18. Drywall Screw — No. 6 Phillips -type, Type S self - drilling and self- tapping, l in. long. Screw heads may be either exposed or covered with joint cement. 19. Alternate Finishing System — (Not shown) — Gypsum board joints may be either exposed or covered with paper tape and joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of the Classified gypsum board. 20. Alternate Acoustical Material* — (Not shown) — Optional, acoustical tile may be laminated to the entire surface of the gypsum board. Any manufacturer — Any acoustical material and adhesive presently Classified for fire hazard with a flame spread value of 25 or less. 21. Batts and Blankets* — (Optional, Not Shown) - When used Ratings are limited to 1 Hr. - For use with Steel Framing Members* (specifically Item 15A) and Gypsum Board* (specifically Item 17A) - Any thickness mineral wool or glass fiber insulation bearing the UL Classification Marking for Surface Burning Characteristics, having a flame spread value of 25 or less and a smoke spread value of 50 or less. Insulation fitted in the concealed space, draped over steel framing members /gypsum board ceiling membrane. *Bearing the UL Classification Mark Last Updated on 2006 -11 -10 Questions? Notice of Disclaimer Page Top CODvriizht © 2007 Underwriters Laboratories Inc.® The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Listed and covered under UL's Follow -Up Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Designs and/or Listings (files) must be presented in their entirety and in a non - misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from Underwriters Laboratories Inc." must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "Copyright © 2007 Underwriters Laboratories Inc.®" Al iEr.i.p:,.'dc; t cr9ai's zaticn .gnr li g f c a safer a;c Id twin i n I tIIy. pr:;., sion ar:d 1, n o , I I e c :; , r� TOWN OF Okl Department of Public Works & Transportation 1309 Elkhorn Drive Vail, CO 81657 970 - 479 -2158 Fax: 970 - 479 -2166 www.vailgov.com MEMO To: t , From: Chad Salli, Project Engineer Re: Cascade Residences Building Permit Submittal Date: 2/12/07 The Town of Vail Public Works Department comments for the Cascade Residences Project are as follows: 1. A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways, Town owned land. 2. Relocate the proposed curb ramp along Westhaven Dr east to the intersection. 3. Use either CDOT Type 1 A or Type 2A curb ramp detail. 4. There is an existing 2' pan along Westhaven Dr where survey notes "under snowpack ". Terminate the proposed egress walk out to Westhaven Dr at the back of pan and provide curb ramp (detectable warning device). 5. The applicant is responsible for providing a vertical clearance sign on the relocated pedestrian bridge with the asbuilt clearance shown as soon as the pedestrian bridge is installed. 6. Any snowmelted areas in the public right -of -way shall be on a separate zone and labeled as such in the manifold box. 7. C1.02, detail 4 — note for the cross -slope of the walk shall be 2% max, per ADA requirements, not 2% min. S. Per the PEC conditional approval for the variance of the garage access width, the applicant shall propose and install a Traffic Engineered solution for access control of the 2 -way 12' wide garage access. Please provide proposed solution. 9. The proposed retaining wall located along the south side of the garage access shall be engineered and stamped by a professional engineer registered in the State of Colorado if the wall is greater than 4' in height as measured from the bottom of the footer to the top of wall. 10. Shoring plan shall be submitted prior to release of building permit. Shoring plan shall show cross - sections every 50' with field verified elevations of existing utilities. If proposed soil nail shoring is approved, they shall be detentioned and not required as a structural member once the foundation wall is built. Cascade Residences. RKD Architects, Inc. Response to the following comments from Town of Vail Public Works Department: 4/20/2007 2/12/07 Town of Vail Public Works Department comments for the Cascade Residences Project: A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways, Town owned land. • This will be done by contractor at a later date. Process is underway. 2. Relocate the proposed curb ramp along Westhaven Dr east to the intersection. • The ramp has been relocated to intersection. 3. Use either CDOT Type I or Type 2A curb ramp detail. • The detail has been changed to type 1A on 1 /C1.02. 4. There is an existing 2' pan along Westhaven Dr where survey notes "under snowpack ". Terminate the proposed egress walk out to Westhaven Dr at the back of pan and provide curb ramp (detectable warning device). • Plan has been revised and noted as above. CLOO 5. The applicant is responsible for providing a vertical clearance sign on the relocated pedestrian bridge with the asbuilt clearance shown as soon as the pedestrian bridge is installed. • The bridge clearance sign will be provided. A2.70. Signage is a deferred submittal. 6. Any snowmelted areas in the public right -of -way shall be on a separate zone and labeled as such in the manifold box. • The mechanical drawings will reflect this zoning. 7. C 1.02, detail 4 — note for the cross -slope walk shall be 2% max, per ADA requirements, not 2% min. • Min has been changed to max. 8. Per the PEC conditional approval for the variance of the garage access width, the applicant shall propose and install a Traffic Engineered solution for access control of the 2 -way 12' wide garage access. Please provide proposed solution. • The propose solution is noted on A2.OL, Site plan C.1.00 and in specifications 08 3613. 9. The proposed retaining wall locates: along the south side of the garage access shall be engineered and stamped by a professional engineer registered in the State of Colorado if the wall is greater than 4' in height as measured from the bottom of the footer to the top of wall. • There is no retaining wall over 4'. • 10. Shoring plan shall be submitted prior to release of building permit. Shoring plan shall show cross- sections every 50' with field verified elevations of existing utilities. If proposed soil nail shoring is approved, they shall be detentioned and not required as a structural member once the foundation wall is built. • Shoring plan is a deferred submittal. Cascade Residences. RKD Architects, Inc. Response to the following comments from Town of Vail Public Works Department: 4/20/2007 2/12/07 Town of Vail Public Works Department comments for the Cascade Residences Project: A Town of Vail Revocable ROW permit shall be recorded for all private property improvements located within public ways, Town owned land. • This will be done by contractor at a later date. Process is underway. 2. Relocate the proposed curb ramp along Westhaven Dr east to the intersection. • The ramp has been relocated to intersection. Use either CDOT Type 1 A or Type 2A curb ramp detail. • The detail has been changed to type 1A on 1/0.02. 4. There is an existing 2' pan along Westhaven Dr where survey notes "under snowpack ". Terminate the proposed egress walk out to Westhaven Dr at the back of pan and provide curb ramp (detectable warning device). • Plan has been revised and noted as above. CLOO The applicant is responsible for providing a vertical clearance sign on the relocated pedestrian bridge with the asbuilt clearance shown as soon as the pedestrian bridge is installed. • The bridge clearance sign will be provided. A2.70. Signage is a deferred submittal. 6. Any snowmelted areas in the public right -of -way shall be on a separate zone and labeled as such in the manifold box. • The mechanical drawings will reflect this zoning. 7. C 1. 02, detail 4 — note for the cross -slope walk shall be 2% max, per ADA requirements, not 2% min. • Min has been changed to max. 8. Per the PEC conditional approval for the variance of the garage access width, the applicant shall propose and install a Traffic Engineered solution for access control of the 2 -way 12' wide garage access. Please provide proposed solution. • The propose solution is noted on A2.OL, Site plan C.1.00 and in specifications 08 3613. 9. The proposed retaining wall located along the south side of the garage access shall be engineered and stamped by a professional engineer registered in the State of Colorado if the wall is greater than 4' in height as measured from the bottom of the footer to the top of wall. • There is no retaining wall over 4'. 10. Shoring plan shall be submitted prior to release of building permit. Shoring plan shall show cross- sections every 50' with field verified elevations of existing utilities. If proposed soil nail shoring is approved, they shall be detentioned and not required as a structural member once the foundation wall is built. • Shoring plan is a deferred submittal. HUGHES ASSOCIATES, INC. 2 Garden Center, Suite 204, Broomfield, CO 80020 USA May 11, 2007 ADDENDUM Project— Cascade Residences Architect — RKD Architects, Inc. Engineer — Hughes Associates, Inc. Contact — Scott A. Craig, PE Phone 303 - 439 -0485 ■ FAX 303 - 439 -7160 ■ www.haifire.com Revised Documents — Permit Set dated April 2, 2007, plans FA 1.13 through FA 1.5 With this Addendum, the above - mentioned drawings are modified, corrected, clarified, and superseded as described below. GENERAL 1. The entire building fire alarm system shall be replaced in accordance with the plans and project specifications. FAIJ Sheet Note #I shall be replaced with the following: 1. Existing fire alarm equipment in these areas shall be modified to bring the area into compliance with applicable code and the design basis consistent with new units. Systems smoke detectors with integral sounder bases shall be provided in each bedroom, outside each bedroom, and along the primary exit path for each bedroom as necessary to detect the space in accordance with NFPA 72. See Fire Alarm General Note #15 on FALB for operation details. Provide a system speaker in each bedroom and in the common area of each unit for General Alarm as defined in the specifications. FA1.2 Sheet Note #1 shall be replaced with the following: Existing fire alarm equipment in these areas shall be modified to bring the area into compliance with applicable code and the design basis consistent with new units. Systems smoke detectors with integral sounder bases shall be provided in each bedroom, outside each bedroom, and along the primary exit path for each bedroom as necessary to detect the space in accordance with NFPA 72. See Fire Alarm General Note #15 on FALB for operation details. Provide a system speaker in each bedroom and in the common area of each unit for General Alarm as defined in the specifications. FA1.3 Sheet Note #1 shall be replaced with the following: 1. Existing fire alarm equipment in these areas shall be modified to bring the area into compliance with applicable code and the design basis consistent with new units. Systems smoke detectors with integral sounder bases shall be provided in each bedroom, outside each bedroom, and along the primary exit path for each bedroom as necessary to detect the space in accordance with NFPA Cascade Residencies Fire Alarm Systems — Addendum #2 May 11, 2007 page 2 of 2 72. See Fire Alarm General Note #15 on FA 1.13 for operation details. Provide a system speaker in each bedroom and in the common area of each unit for General Alarm as defined in the specifications. FAM Sheet Note #I shall be replaced with the following: Existing fire alarm equipment in these areas shall be modified to bring the area into compliance with applicable code and the design basis consistent with new units. Systems smoke detectors with integral sounder bases shall be provided in each bedroom, outside each bedroom, and along the primary exit path for each bedroom as necessary to detect the space in accordance with NFPA 72. See Fire Alarm General Note #15 on FA 1.13 for operation details. Provide a system speaker in each bedroom and in the common area of each unit for General Alarm as defined in the specifications. End of Addendum #3 HUGHES ASSOCIATES, INC. or;r��`lce Coo' 2 Garden Center, Suite 204, Broomfield, CO 80020 USA FIRE SCIENCE & ENGINEERING FIRE AND LIFE - SAFETY REPORT for VAIL CASCADE RESIDENCES VAIL, COLORADO Phone 303 - 439 -0485 ■ FAX 303 - 439 -7160 ■ www.haifire.com Revision 2.0 — Revised Permit Set/Response to Town of Vail 5 /1/2007 Review Date: May 7, 2007 1.0 INTRODUCTION 1.1 GENERAL BUILDING INFORMATION Hughes Associates, Inc. (HAI) has been retained as the Engineer of Record to design the fire suppression systems and fire alarm and detection systems for the Vail Cascade Residences Renovation and Addition in Vail, Colorado. This design basis report is submitted to document the design concepts for the fire systems as information to the design team and for review by the local Authorities Having Jurisdiction (AHJs). The AHJs for this project are the City of Vail Building Department and Vail Fire and Emergency Services. The Vail Cascade Residence building (the Building) is a six story structure, i.e., the basement is actually the first floor of the building based on definition of a story from IBC. The project is to renovate and provide an addition to the existing Building. The square footage for the addition to the Building is approximately 70,000 square feet. The existing Cascade Penthouses, the existing restaurant, and some mechanical spaces will remain. The new addition will include commercial space on the I" floor and new residential occupancies on the Basement, 2 nd , 3` 0, and 5"' levels. The existing areas of the Basement are used for delivery, service, and mechanical areas. A new resident is proposed to be added to the Basement and a parking garage is being provided. The new areas of the 1S floor will be commercial spaces. The 2 nd and 3` floors will have single level residential units except for Unit 4 which will extend between both floors. The 4 and 5` floors have residential units that share both levels. Based on information from RKD Architects, the construction type will be Type I -B from the International Building Code (IBC). The new fire systems will provide a code compliant system for the Building. Additionally, the systems will be designed to minimize maintenance issues for the Building, to address local requirements, and to facilitate emergency response for the Building. A new fire alarm control panel will be provided for the Building. The new panel may be networked to the existing system in the surrounding buildings if desirable. 1.2 CONNECTION TO ADJACENT BUILDINGS The Building is connected to the existing Cascade Resort building, located to the south, via an elevated walkway. The project will include a new walkway to connect the Building with the existing Cascade Spa to the north and will potentially modify or move the existing walkway to Cascade Resort. However, the Building's fire suppression system and fire detection and alarm system will be independent of these other surrounding buildings. HUGHES ASSOCIATES, INC.. Vail Cascade Residencies Fire and Life - Safety Report May 7, 2007 1.3 SKYLIGHT SHAFT page 2 of 6 The building will have a shaft penetrating through all floors to allow light down through the center of the building. The construction of this shaft will be 2hour fire resistive rated. The 2 -hour rating will be provided through a combination of fire resistive construction, glazing with listed fire sprinklers on either side to provide a 2 -hour assembly, and other rated assemblies to complete the enclosure. The fire sprinkler system will be utilized as an integral part of the glazing 2 -hour assembly through the use of specifically listed sprinklers that are installed in accordance with the listing requirements to provide this 2 -hour barrier. These sprinklers will be provided on all glazing associated with the shaft. The fire alarm system will be utilized to initiate closure of all rated doors and shutters associated with the shaft. 2.0 APPLICABLE CODES The design of the fire systems shall be based on the 2003 edition of the International Building Code (IBC) and the 2003 edition of the International Fire Code (IFC) with Vail Amendments. The system installation and design will comply with the following National Fire Protection Association standards: • 2002 edition of NFPA 72, National Fire Alarm Code • 2002 edition of NFPA 70, National Electric Code • 2002 edition of NFPA 13, Installation of Sprinkler Systems • 2003 edition of NFPA 14, Installation of Standpipes and Hose Systems 3.0 DESIGN APPROACH 3.1 FIRE SUPPRESSION SYSTEM 3.1.1 Water Supply The water supply for the fire sprinkler system will be from the municipal supply. There is an existing 8" supply into the Building. The 8" supply enters the Building at the mechanical room on the Basement level on the north side. The 8" main currently supplies a 4" main riser for the Building, which supplies the existing fire sprinkler system. A new main riser will be provided including a new backflow preventer. The municipal supply is believed to be adequate for the sprinkler system but is not capable of supplying 100 psi at the highest standpipe outlet (see Section 3.2.1 below). 3.1.2 System Design The system is designed to comply with NFPA 13. Sprinklers will be omitted in areas where allowed by NFPA 13 and the Town of Vail Standards. Separate sprinkler zones will be provided for each floor to match existing. All zone valves will be provided in the new stairwell for the Building. The new main riser will supply both the existing and new sprinkler system. The new sprinkler system will be integrated into the existing system. The specifics of this integration have not been determined. However, the existing floor zones will likely be used to extend to the new areas of the Building. If this is not feasible, new floor control zones may be provided. However, a logical separation between the existing floor zone and the new floor zone will need to be provided. If provided, new floor control zone assemblies will be supplied form the new standpipe in the new stairwell. HUGHES ASSOCIATES, INC. Vail Cascade Residencies Fire and Life - Safety Report May 7, 2007 page 3 of 6 The residential units will be privately owned. Therefore, owners will be able to remodel their units if desired. To ease the impact to remaining areas of the building, each unit will be provided with a monitored control valve. This control valve will allow a unit to be isolated from the rest of the Building so that renovation can occur while the fire sprinkler system remains active in other areas of the Building. Sprinklers listed to provide a 2 -hour fire resistive rated barrier will be used to separate the center stairwell /shaft from remaining areas of the building. These sprinklers will be installed in accordance with their listing. 3.1.3 Hazard Classifications The hazard classifications will be indicated on the contract plans. In general, hazard classifications for this Building will be based on the following: • Residential — Largest room plus two additional remote sprinklers at 0.10 gpm/ ft • Parking garage — Ordinary Hazard Group 2; 0.20 gpm /ft over a minimum 2000 ft • Back of house areas — Ordinary Hazard Group 2; 0.20 gpm /ft over a minimum 2000 ft • Commercial /Retail spaces — Ordinary Hazard Group 2; 0.20 gpm /ft over a minimum 2000 ft • Common areas — Light Hazard; 0.10 gpm /ft over a minimum 1500 ft 3.1.4 Sprinklers Residential units will have residential sprinklers. Other areas of the Building will have quick response sprinklers. Style and finish of the sprinklers will be coordinated with the design team. The existing Building has ordinary response sprinklers. Mixing ordinary and quick response sprinklers in a common space violates NFPA 13. Therefore, existing sprinklers in areas that are not separated from the renovated spaces, e.g., corridors, will be replaced with new quick response sprinklers. 3.2 STANDPIPE AND HOSE SYSTEM 3.2.1 System Configuration As stated in Section 3.1.1 above, the water supply is not adequate to supply an automatic Class 1 standpipe system without providing a fire pump. The Vail Fire Marshal has allowed previous projects to avoid a fire pump by providing either a wet or dry manual standpipe system. This same understanding is being applied to this project. A wet manual standpipe will be provided that is supplied from the main water supply and that has a separate Fire Department Connection (FDC). A new standpipe will be provided in the new stairwell on the north side of the Building. The new and existing standpipes will be configured so that either the existing or a new FDC supplies both standpipes. 3.2.2 Standpipe/Hose Valve Location NFPA 14 and the IBC require standpipes to be provided in every required stair. Hose valves will be provided on the new standpipe at every floor landing. HUGHES ASSOCIATES, INC.. Vail Cascade Residencies Fire and Life - Safety Report May 7, 2007 page 4 of 6 3.3 TOWN OF VAIL FIRE SPRINKLER INSTALLATION STANDARDS All Town of Vail Standards and Code Amendments will be adhered to by the design and installation of the system. Examples of Installation Standards required for fire sprinkler systems are as follows: • New piping for the project will be either steel or copper pipe. Plastic (CPVC) pipe shall not be allowed. • All closets in the residential units shall be sprinklered. 3.4 FIRE ALARM AND DETECTION SYSTEM 3.4.1 Main Control Panel The existing panel is a FireLite Sensi -Scan 2000 panel. This panel is a hardwired system that appears to have approximately 18 zones. These zones likely include initiating devices by floor and device type, as well as specific zones for monitoring of the fire sprinkler system. Additionally, HAI understands that a large percentage of existing conduit is in concrete walls and ceilings and may not be accessible for reuse. Many of the hardwired zones (e.g., the main sprinkler valves and flow switches) will be replaced by the new systems. Other hardwired zones will likely remain and are to be monitored by the new system. A new intelligent fire alarm control panel (FACP) will be provided to control /monitor the new devices in the addition and to monitor existing device zones in non- renovated areas. The new fire alarm system will use a monitor module to provide a means for providing an address for a hardwired zone. The new FACP will be located in the fire command area. The location of the fire command area has yet to be determined. A graphic map will be provided at the new FACP that indicates the location of all addressable devices and the areas or zones covered by the remaining non - addressable devices. The map will be graphic only and will not employ LED for each device. The Fire Command Room will also include a voice interface panel. The Building's fire alarm system will operate independently from any adjacent buildings and will have separate monitoring by an approved remote monitoring station. 3.4.2 Notification Appliances Notification devices will be provided throughout all areas of the addition. For common areas, speaker and strobe units, compliant with NFPA 72 and ADA requirements, will be provided. Audible devices are provided throughout the buildings to provide a minimum of 15 dB above average ambient conditions. Visual appliances are provided as necessary based on applicable codes. New notification devices will be provided in spaces contiguous to the addition and modification areas to ensure consistency. For residential units, combined addressable smoke detectors and notification devices will be used. These devices will satisfy the requirements for local smoke alarms in the units and provide necessary notification upon smoke detector activation. Speakers will also be provided in all residential units. Speakers are used for general building alarm annunciation to initiate evacuation of the Building. Speakers will be provided to provide a minimum of 75 dBA in each bedroom. All of the units are designated as Type B accessible units in accordance with the IBC. HUGHES ASSOCIATES, INC:. Vail Cascade Residencies Fire and Life - Safety Report May 7, 2007 page 5 of 6 For smoke detectors in the residential units, notification will be limited to the individual unit in which the smoke detector is located. Building wide notification will be provided for sprinkler operation, heat detector activation, activation of smoke detectors outside units, or manual station activation. 3.4.3 Manual Devices As required by Vail requirements and NFPA 72, double action manual stations are provided throughout the Building at all exits. A manual station is also provided in the Fire Command room. A new manual station is to be provided at each new exit and at the entrance to the new stairwell on each level. 3.4.4 Smoke Detection Smoke detectors are provided throughout residential units as required by IBC Section 907.2. 10 with additional units provided to protect the exit paths from bedrooms. Full detection is not provided in the units. Locations in residential units include, but are not limited to, the following: • In each room used for sleeping purposes • Outside of every sleeping area (if applicable) • In other areas of the units as necessary for proper initiating and notification Activation of smoke detectors in residential units shall cause all notification devices in that specific unit to activate and will create a supervisory signal on the panel. This supervisory signal will allow staff to be aware of the situation. If an alarm condition ensues, e.g., from sprinkler water flow, emergency responders will be able to identify the fire location from the original activated supervisory signal on the panel. The existing residential units that have been surveyed only had battery operated smoke detectors. However, HAI understands that improving the existing residential units to the new system is outside the scope of this project. To determine the exact location of a fire at the request of the Vail Fire and Emergency Services, smoke detectors are provided throughout all common areas of the Building and throughout all commercial spaces. Smoke detectors are also required for specific code issues including elevator recall. 3.4.5 Heat Detection Heat detectors are used throughout the Building in areas where smoke detectors are not acceptable due to ambient conditions to more specifically identify the fire location. Heat detectors in the Building will be addressable devices. Heat detectors in the parking garage and in other non - tempered spaces will be weather proof spot type devices connected to the system through an addressable monitor module located in a tempered environment. 3.4.6 Duct Smoke Detectors A duct detectors is provided on the return side of the only fan unit in the Building with a supply over 2,000 cfm as required by applicable code. HUGHES ASSOCIATES, INC. Vail Cascade Residencies Fire and Life - Safety Report May 7, 2007 Prepared by: Scott A. Craig, PE Senior Fire Protection Engineer page 6 of 6 HUGHES ASSOCIATES, INC. 1)tu le - euua rKi iiieu rn hRX NU, V. 2 JPG ElVIT %IVLG RI 1� nv rvaa &flW V l7 WRD cAALIACO (303) 688 -9044 GENERAL INFORMATION PROJECT VAIL CASCADE RESORT LOCATION VAIL COLORADO ELEVATION 8500 ARCHITECT MECIEL ENG. HADJI & ASSOC. CONTRACTOR M -TECH GROUP BAL. CREW JP GRIFFITH ERIC CONNER DATE DECEMBER 2008 JPG JOB # 2628 INSTRUMENTS USED CALIBRATION DA'Z'E: DECEMBER 2007 VELOMETER, Shortridge ADM -870 M 61031 ANEMOMETER .. Davis A2 Ball Bra 1pr-17 SPEED INDICATOR _ Biddle 9920 7;6293 AMMETERNOLTM- ETER Fluke 32 5 5666 MAGNEHELIC GAGE_ Dwyer 0-1.0". 0 -2 0" W C JPG 12 & 13 PRESSURE. GAGE_ W less Gauge 0 -60 psi J G 31 PRESSURE GAGE DIFFER. Shortridge HD_M - 300 9 9036 - PYROMETER Alnor 2300 F. 796-20 THERMOMETERS., R a yt S'IK JTG -36 METHOD OF BALANCE Supply Diffusers are read with a capture hood using a Shortridge Air Data Meter. Supply registers read with an anemometer and flow tube. Exhaust and return inlet registers read with Shortridge Air Data Meter and Flow Hood. Exhaust hood airflow measured using a velometer and velgrid pitot attachm ;nt. Heating and Chilled water flow rates are measured with a differential pressure meter 0 , stalled flow elements. �9 1661 m � CEF,•;'iri:::'dION /Ndra-0/4/;IUM DEC 12 2008 TOWN OF VAIL Ml 11!21 PH FAX NO, P, 03 ENGINE ING PROJECT EQUIPMENT INFOPIOLT101c . EQUIPMENT DATA UNIT # MAK MODELO SERIAL 0 7 X 7,9 2- RATING MOTOR DATA 7 JAKE PFiEff -YPE PH. tJEAS. VOLTS — ,IMPS MEAS- AMPS ,'!5.,-- 777FFR 7RA TARTE I)AM, MAKE MOCE7 SIZE ENC LOSU R E CLASS THERMALS = 1 iF-X15TLNG; A161P RATING THERMALS (REQUIRED) AMP RATING OTHER CRIVENSHEAVE JBORE -DRIVER SHEAVE ! 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RATED AMPS sz/ STARTER DATA MAKE G� MODEL SIZE ENCLOSURE CLASS THERMALS (EXISTING) AMP RATING THERMALS (REQUIRED) AMP RATING OTHERT DRIVE DATA DRIVEN SHEAVE BORE DRIVER SHEAVE BORE BELT SIZE No, BELTS DRIVE CHANGE BELT CHANGE INITIAL \FINAL RPM IFINALAMPS PRESSURE INFORMATION PUMP IN OUT RISE FILTER IN OUT DROP HEAT COIL IN OUT DROP' COOL COIL IN OUT DROP: FAN JIN OUT IN OUT ERE RZIOJ S: rHA IrU, r, e�i i ENGINEERING PROJECT �/� , CGSCl EQUIPMENT INFORMATION EQUIPMENT DATA UNIT# Ef /tom MAKE �h MODEL# SERIAL RATING jyoa cr, MOTOR DATA MAKE s /� �, H.P. 7 S PF /EFF T PH. 3 RATED SPEED 7,Zr MEAS. VOLTS SF. , -S RATED VOLTS d MEAS. AMPS FR. � JS7` RATED AMPS p3 *?2 , TARTER DATA MAKE MODEL SIZE ENCLOSURE CLASS (EXISTING) AMP RATING (REQUIRED) AMP RATING = DATA .O BORE Y/> g' DRIVER SHEAVE BELT SIZE SD No. BELTS i DRIVE CHANGE _ BELT CHANGE 1NITIALIFINAL RPM I R I ZD IFINALAMPS PRESSURE INFORMATION PUMP IN OUT RISE `• FILTER IN OUT DROP HEAT COIL IN OUT DROP COOL COIL IN OUT DROP J` FAN IN OUT tigG RISE IN OUT RISE 14 xsewxxs: P. 24 1P G 1 ENGINEERING PROJECT Uu %� �ScGdG EQUIPMENT INFORMATION -119""y 3l0 EQUIPMENT DATA UNIT# MAK 74 J•, 6 MODEL# J SERIAL# X235 y0y- RATING MOTOR DATA MAKE o H.P. 7, j 3, ? PF /EFF TYPE SG h PH. 3 RATED SPEED '7Go /7S MEAS. VOLTS SF. //S I RATEDVOLTS ly0 MEAS. AMPS �/ J -5! 9- 1/ 6 /i✓ FR. any RATED AMPS / . 5 �c• 0 - ";TARTER DATA MAKE MODEL C7:7 -177777 3- 2 SIZE ENCLOSURE CLASS THERMALS SQ/ ( U 4, (EXISTING) AMP RATING THERMALS SCf (REQUIRED) AMP RATING OTHER 2 1:2 I DRIVE DATA DRIVEN SHEAVE sORE DRIVER SHEAVE Qvy I BORE / -, Z' BELT SIZE No. BELTS e2 DRIVE CHANGE BELT CHANGE INITIALFINALRPM /p $jU (� FINAL AMPS PRESSURE INFORMATION i PUMP IN JOUT RISE FILTER IN JOUT IDROP HEAT COIL IN OUT DROP COOL COIL IN OUT DROP ' FAN IN �. OUT Npc RISE IN OUT RISE REMARKS: TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 DEPARTMENT OF COMMUNITY DEVELOPMENT NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIME; ADD /ALT COMM BUILD PERMT Job Address: 1310 WESTHAVEN DR VAIL Location.......: 1310 WESTHAVEN DRIVE Parcel No....: 210312114005 $0.00 Total Calculated Fees - -> $42.78 Plan Check --- > OWNER CASCADE VILLAGE THEATER INC 03/26/2008 PO BOX 1152 Investigation -> VAIL $42.78 Total Permit Fee --------- > CO 81658 Will Call - - - - -> APPLICANT RKD ARCHITECTS 03/26/2008 PO BOX 5055 EDWARDS BALANCE DUE --------- > CO 81632 License: C000001770 CONTRACTOR WEITZ COMPANY, INC. (THE) 03/26/2008 4725 S. MONACO STREET, STE 100 DENVER CO 80237 License: 131 -A Desciption: CHANGE OF USE FROM E OCCUPANCY TO R OCCUPANCY Occupancy: R2 Type Construction: I B Permit # B08 -0056 Project # 06 -0102 Status ... Applied ... Issued ... Expires.....: ISSUED 03/26/2008 03/26/2008 09/22/2008 Phone: 970 - 926 -2622 Phone: 303 - 860 -6600 Valuation: $500.00 Revision Valuation: $0.00 Total Sq Ft Added: 0 ****************#******#**********#** * # * * * * * * * * * # * * * # * * * * * * * # * * * * * ** FEE SUMMARY ***#*#*****************####** * * * * # # * # * # * * * * * * # * * * * * * * * * * # # ## Building ------ > $23 .50 Restuarant Plan Review - -> $0.00 Total Calculated Fees - -> $42.78 Plan Check --- > $15.28 Recreation Fee--------- - - - - -> $0 . 0 o Additional Fees ---------- > $0. 00 Investigation -> $0.00 TOTAL FEES ------------- > $42.78 Total Permit Fee --------- > $42.78 Will Call - - - - -> $4.00 Payments ------------------- > $42.78 BALANCE DUE --------- > $0.00 ################################################################################################################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## Approvals: Item: 05100 BUILDING DEPARTMENT 03/26/2008 cdavis Action: AP Change in use approved This approval is in place per 2003 IBC section 107.1 Temporary Uses. This use is permitted for 180 days. Item: 05400 PLANNING DEPARTMENT Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS ################################################################################################################## # # # # # # # # # # # # # # # # # # # # # # # # # # # # # ## See the Conditions section of this Document for any conditions that may apply to this permit. DECLARATIONS I hereby acknowledge that I have read this application, filled out in full the information required, completed an accurate plot plan, and state that all the information as required is correct. I agree to comply with the information and plot plan, to comply with all Town ordinances and state laws, and to build this structure according to the towns zoning and subdivision codes, design review approved, International Building and Residential Codes and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY -FOUR HOURS IN ADVANCE BY TELEPHONE AT 479 -2149 AT OUR OFFICE FROM 8:00 AM 4 PM. a I _ /'1 t T SIGNATURE a BiWNER.AR C0W1ZXC - P0R FOR HIMSELF AND OWNER ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** CONDITIONS OF APPROVAL Permit #: B08 -0056 as of 03 -26 -2008 Status: ISSUED ************************************************************************* * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Permit Type: ADD /ALT COMM BUILD PERMT Applied: 03/26/2008 Applicant: RKD ARCHITECTS Issued: 03/26/2008 970 - 926 -2622 To Expire: 09/22/2008 Job Address: 1310 WESTHAVEN DR VAIL Location: 1310 WESTHAVEN DRIVE Parcel No: 210312114005 Description: CHANGE OF USE FROM E OCCUPANCY TO R OCCUPANCY **************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** C on diti ons: ***************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * ** Cond: CON0009839 Change in use approved This approval is in place per 2003 IBC section 107.1 Temporary Uses. This use is permitted for 180 days. Cond: I (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. TOWN OF VAIL, COLORADO Statement Statement Number: R080000347 Amount: $42.78 03/26/200804:18 PM Payment Method: Check Init: DDG Notation: 1310 Buffalo Propertied 2175 ----------------------------------------------------------------------------- Permit No: B08 -0056 Type: ADD /ALT COMM BUILD PERMT Parcel No: 2103 -121- 1400 -5 Site Address: 1310 WESTHAVEN DR VAIL Location: 1310 WESTHAVEN DRIVE Total Fees: $42.78 This Payment: $42.78 Total ALL Pmts: $42.78 Balance: $0.00 ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------- - - - BP 00100003111100 - -- ------------------------ - - - - -- ------ BUILDING PERMIT FEES - - - - -- 23.50 PF 00100003112300 PLAN CHECK FEES 15.28 WC 00100003112800 ----------------------------------------------------------------------- WILL CALL INSPECTION FEE 4.00 - - - - -- I APPLICATION WILL NOT BE ACCEPTED IF INCOMPLETE OR UNSI�. -O [ O 2 Project #: (�+,� d L Building Permit #: C205 �C�bV'V1 .. 970 -479 -2149 {inspections} TOW Of VAKER 75 S. Frontage Rd. Vail, Colorado 81657 TOWN OF VAIL BUILDING PERMIT APPLICATION Separate Permits are required for electrical, plumbing, mechanical, etc.! r_nNTRArTOR INFORMATION General Contractor: Town of Vail Reg. No.: Contact Person and Phone #'s: l✓.) @ �C`M('r7 - tY °js �,. A R2� c7 � - 476 Email address: f31}22`� ,MU,�2�F �e.fiZ : c-- Fax #: I, "r - (,`�' Q�yc,<, Cpptractor Signaturg: pct{ '1`lo - Vlcl - b r. .. I I IA KIC Cr%D 12111 r KIr D FRMIT /l ahnr R MntP_rinhq) BUILDING: $ ELECTRICAL: $ [ OTHER: $ PLUMBING: $ MECHANICAL: $ TOTAL: $ _ __ ___ _. u __ - A--A e.....►.. A-------- flff n* Q7/)_'Z9R_JgRAn nrvkif www P.Anlp- countv.com It CIIL UI rr WWI.Lu ... .......... ........,,.,. -.- ---• -- -- -- - -- - Parcel # 1_►�3�Zltgola Job Name: Ct�scaa� 2ScDC� �+� ��� Job Address: 13 1 .S - 401 co P- f 6 s Legal Description Lot: Block: Filing: Subdivision: Owners Name:/..j/0 (�. ° Prc;r. Address: box 3�� (3a,,l�le� Co �3 Phone: 3�3 S `r - �L3�� Architect /Designer: A Address: Phone: Engineer: �� Address: Phone: Detailed description of work: C.!- k- ,1,JC-..0 C) P- ��.CE L��'��JA/j.Jt�' % oC-C�P�^)C�` Work Class: New ( ) Addition ( ) Remodel ( ) Repair ( ) Demo ( ) Other Work Type: Interior Exterior ( ) Both ( ) Does an EHU exist at this location: Yes( ) No Type of Bldg.: Single family ( ) Two - family ( ) Multi - family } Commercial V Restaurant( ) Other( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: No/Type of Fireplaces Existing: Gas Appliances Gas Los Wood /Pellet Wood Burnin C� No/Type of Fireplaces Proposed: Gas Appliance s Gas Los Wood /Pellet Wood Burnih NOT ALLOWED Does a Fire Alarm Exist: Yes ) No ( ) Do 6s a Fire Sprinkler System Exist: Yes No ( ) F:\cdev\FO La, 10 I TO OF V AIL gin / / gftilding_ per it_4- 17- 2007.DOC 1 Page 1 of 7 04/17/2007 04 -03 -2008 Inspection Request Reporting Page 1 8:06 am Vim, CO - City Of Requested Inspect Date: Thursday, April 03, 2008 Assigned To: JMONDRAGON Inspection Type: BLDG Inspection Area: CD Site Address: 1310 WESTHAVEN DR VAIL 1310 WESTHAVEN DRIVE A/P /D Information Activity: B08 -0056 Type: A -COMM Sub Type: ACOM Status: ISSUED Const Type: Occupancy: Use: I B Insp Area: CD Owner: CASCADE VILLAGE THEATER INC Contractor: WEITZ COMPANY, INC. (THE) Phone: 303 - 860 -6600 Description: CHANGE OF USE FROM E OCCUPANCY TO R OCCUPANCY Requested Inspection(s) Item: 530 BLDG -Temp. C/O r Requested Time: 01:30 PM Requestor: Phone: Assigned To: JMONDRAGON Entered By: CDAVIS K Action: Time Exp: Oc C_,j N-P C E — rn ,)(x,z, — _`J &C - T� S Awl,c)�-jo-C Inspection History Item: 530 BLDG -Temp. C/O 167 `' i � r�� u sk - S � COD F�� /,C C� D p�h REPT131 Run Id: 7841 I CASCADE RESIDENCES VAIL, COLORADO r, APRIL 2007 W. 0 1 1�" MICROPILE UNDERPINNING CM 0 J r- O O N N O 0 0 TAB OF CONTENTS SHEET NUMBER SHEET" TITLE SH1.01 COVER SHEET WITH TABLE OF CONTENTS SH2.01 SITE PLAN SH2.02 MICROPILE LOCATIONS - COLUMN LINES H AND I SH2.03 MICROPILE LOCATIONS COLUMN LINES E THROUGH G SH3.01 MICROPILE DETAILS a a co El EV SE AND E,E S U-: 1T t,4 :J: "C.T :ID Fur. —wSH AS CORRECTED Qr, ; Ten" made on tl e shop. -drnwinp du" ^g this ravic do rttit ralieve c.�r:w2c ^r from compliance- with requirements of the drawings and spEd%3 teens. This Check is only `sr review of general conforrliance with G1e dosign cc•ncept cf the project and general complianCO with the information given in the crn ract dccurnents. The c ritm for is responsible for: confirming and correlating all q z, and dimensions, selectinro fabrication proc®sses and t.:chmques of cons rction, coordinating his w, =k with that of all other trades, and po forming his wcr., in a safe and satisfaCtory rr Inner RE NE ENGINEERS INC. DGto REVISH NS 10.i DATES IDESCRIPTI APPROVALS DESIGNED: MCH CONSULTANT SHANNON & WILSON, INC. Geotechnicai and Environmental Consultants 1440 Blake Street, Suite 150, Denver, Colorado 80202 (303) 825 -3800 FAX: (303) 825 -3801 S &W JOB NUMBER 23- 1- 01064 - 02n 1 412/07 AddDimensions for Mi —pile Layout DRAWN. BAC CHECKED: KAK APPROVED: KAK H AYWA R D BAKER, INC. A Keller Company SHEET TITLE MICROPILE UNDERPINNING COVER SHEET WITH TABLE OF CONTENTS CHECKED BY CHRIS KERAN TNT %A/t =IT7 r r)RAOANY APR 0 4 2007 This Deck does wi . au way re ieve the subcontractor of � d its cmtractural responsibihUes including hout limi- il d its responsibility to verity accuracy of quantities Suunlw � - oyt - R ■ PROJECT I •SHEET NJMBO CASCADE RESIDENCES VAIL, COLORADO SH1 I �_' ' iu ca a W l0 'O 0 J 0 S N 7 A J 5 6.9)( 91 9.8 ' ; 11 i rc. I I I I I I I ! I i E'F , ' y ;.. M 4 L (A K a' {E0. 11' -2' I I G t-- F9r F.7` ;E I I I I ( I I L2 `4 ( D 6.2 7 , Err-E VRC> a titer i : i 23 r \4 !' OP--"d REB:_�L'.eYW ! 1 �EH?GrEaT.ti ' -C L I � 22 x.23.1 23.5) (24 '`. 2 2 31) 32 I EJ EBer.�B' -s I f ^vPxx E l + p I LEGEND 52 kip Micropilp, Location D 68 kip Micropile Location F , Refer to Sheets 2.02 and 2.03 L — — J for Larger Scale JENNEMEENr Z — 0 20 40 Scale in Feet NOTE Map adapted from RKD Architects Foundation Plan S2.01 drawing dated 3/27/06. . .� 9 Y�; � -i I- W I --- -' L VA" +iAYPYLSIb I tilt r I I lnr�e_'JU =r t rK %jJ5 .171 REVISIRIS DATES DESCRIPTION: APPROVALS -� S CONSULTANT SHANNON & WILSON, INC. Geotechnical and Environmental Consultants 1440 Blake Street, Suite 150, Denver, Colorado 80202 (303) 825 -3800 FAX: (303) 825 -3801 S &W AOR NI IMRFR 93- 1_mnFi9 -(1911 1 1 4007 Add Dimensions for Micropile layout DRAWN' SAC :'rte._ - -- ---- - - - - -- CHECKED: KAK C -o APPROVED; KAK f�f11 I� Ili �i. C li� :'rte._ - -- ---- - - - - -- C -o I I 'E:R£S'hi:PANTj . bii'Xd \ box srsr£xe - n,. �awcs AYARA&E LEVE s i 13 ( 14 1 15 I r -r I �'11i� NEYfOp ?6 - ssd ?MIGt- Mu�PT.!T= Y[!y yJTtOy S -1 I HAYWARD BAKER, INC. A Keller Company II N O , �1_ -__ ■ PRUXCT .SHEET NUMBER MICROPILE UNDERPINNING CASCADE RESIDENCES SITE PLAN VAIL, COLORADO SH2 MO v c 0 f, 0 0 N N O O ca 0 N O N 7 T J I H.0.W. I f 1 1 , I �I ;` A � XI LT 8Z _I 1' -10" DEMO FO I Qi J 9.85 10 11 12 1 — 2'-3• L J rl 00 000 I I o � •i• 1 ,_9 I � f- I o o � - - -- — — ,INWA 83 1 1 • I► 1 011 ! rp i o o 00 4 NOTE Map adapted from RKD Architects Foundation Plan S2.01 drawing dated 3/27/06. L, 1 4i2m7 DESCRIPTI[]IF Add Dimensions for Mi=pile Layout DESIGNED: MCH DRAWN: SAC SHANNON & WILSON, INC. Geotechnical and Environmental Consultants 1440 Blake Street, Suite 150, Denver, Colorado 80202 (303) 825 -3800 FAX: (303) 825 -3801 S &W JOB NUMBFR 93- 1 - n1nRq - n9n CHECKED: KAK APPROVED: KAK __.._ 0 4 I I I I I I 2' -9" I I ._ O ---1 -- I 1 1 t I I I I i I I i HAYWARD BAKER, INC. A Keller Company • ( • 13 14 15 - - - - -- — 55.�2/'� T` 3 -518" META STU� BRG WALL 4 .0 o > I I I o I - Cl) l LLJ 2'-5- j 1 0 1 l� T.0 2 -5 0 ¢ I 0 5 10 I I ` Scale in Feet I LEGEND • 52 kip Micropile Location 0 68 kip Micropile Location �h � SHEET TITLE ■ MECT ■MT KOW MICROPILE UNDERPINNING CASCADE RESIDENCES MICROPILE LOCATIONS SHZ COLUMN LINES H AND I VAIL, COLORADO - 1 — — — — �- - rr- AT -srrr — — — — — — — — — — — — - I X-3' O f ----- - - - - -- T -7�\\ 1 D m v J n C> N 0 0 0 co N 7 T J 3 O � 2•-g^ f I t SIN FI DEMO FLOORS rLOO ABOVE —' Of I? v l I �– -f -- _ -- - - - -- - - -- - - I-- -- -- — — — — — — — — — — — — — — — — — i ❑; DESCR IPTION: 1 4/2107 Add Dimensions for Micropile Layout DESIGNED: MCH �2_ J r —J- - -- ri 23 5 1 f 6 mq(E) P -- -t o I. I t– I I I u L o L•L — — — — . - -J _-L o LL . J- . 90 .•� '�` NOTE Map adapted from RKD Architects Foundation Plan S2.01 drawing dated 3/27106. LEGEND • 52 kip Micropile Location O 68 kip Micropile Location 14 26 • - ---1 I 0 5 1i Scale in Feet .Jmmmmmmmm=- z --Mmm.— Y`l DRAWN: SAC I SHANNON & WILSON, INC. Geotechnical and Environmental Consultants CHECKED: KAK 1440 Blake Street, Suite 150, Denver, Colorado 80202 APPROVED: KAK (303) 825 -3800 FAX: (303) 825 -3801 SCALE: 1 " =30' S$W JOB NUMBER 23- 1- 01069 -020 HAYWARD BAKER, INC. A Keller Company Broomfield_ Colo ...dn __.... __ ■ PROJECT ■SHUT NUMBE MICROPILE UNDERPINNING CASCADE RESIDENCES MICROPILE LOCATIONS SH2 COLUMN LINES E THROUGH G VAIL, COLORADO ,. p' d d a d -o 0 J 1` 0 0 N O K 0 6 m 0 0 ri 0 0 M J Existing Column Existing Base Plate d ° d dQ d d Footing Core i t t i Diameter, T_ T a Q d a Existing Footing d L • CIZA vce, LA ) x,A Y,,Qs V45 a a NtiehLLf ve ° Depth Of d Footing, D d � d d d d a a 1/4" Surface Roughness 5 5000 psi Non - Shrink Grout \ p� v / lll'G 4000 psi Grout Grade 75 Central Reinforcing Bar (See schedule for details) Grid Existing Ft9 Type Depth of Footing, F (feet) Est. Min. Dea Loads (kips) Maximum Design (kips) Footing Core Diameter, C (inches) M coo of p les Micropile Load Design (kips) Bond Length, L (feet) Bar 5 1 6 L 1.17 50 171 6.0 3 52 21 #8 1 7 J 1.33 72 254 6.0 3 68 27 #10 I 10 18.6 E 2.00 70 26 254 161 6.0 6.0 4 4 68 52 27 21 #10 #8 I 23 J 1.33 7 344 6.0 4 68 27 #10 1 25 M 1.00 40 128 6.0 uS 3 4 52 21 #8 H 5 K 1.25 30 442 6.0 8 52 21 #8 H 6.9 K 1.25 30 347 6.0 6 52 21 #8 H 11 A 2.00 68 566 6.0 8 68 27 #10 H 14 C 1.92 144 373 6.0 4 68 27 #10 H 18 B 1.92 66 520 6.0 8 68 27 #10 G 7 H 1.50 42 532 6.0 8 68 27 #10 G 9 H 1.50 42 311 6.0 4 68 27 #10 G 11 H 1.50 42 411 6.0 6 68 27 #10 G 13 H 1.50 42 292 6.0 4 68 27 #10 G 24 D 1.92 0 389 6.0 6 68 27 #10 F 11 L 1.17 25 216 7.5 3 68 27 #10 F 13 L 1.17 25 296 8.0 4 68 27 #10 E 11 M 1.00 20 118 6.0 2 52 21 #8 E 13 M 1.00 0 170 7.5 3 68 27 #10 E 24 K 1.25 0 200 6.0 4 52 21 #8 OF, ILI Not to Scale I N 0 DATE DESCRIPTION a 1 4/2/07 Add Dimensions for Micropile Layout ci E a� DRAWN SAC I SHANNON & WILSON, INC. Geotechnical and Environmental Consultants CHECKED: KAK 1440 Blake Street, Suite 150, Denver, Colorado 80202 APPROVED: KAK (303) 825 -3800 FAX: (303) 825 -3801 S&W JOB NUMBER 23 -1- 01069 -020 nH T I/VHIBCV BAKER, INC. A Keller Company Broomfield Cnln-ndo •• " ■ PROJECT ■AEET MM1 MICROPILE UNDERPINNING CASCADE RESIDENCES MICROPILE DETAILS VAIL, COLORADO SH NOTES �I - The estimated minimum dead loads after demolition and the maximum total design loads (dead plus live) for the new construction were provided by others for each footing containing micropiles. The micropiles were designed to support loads equal to the maximum design loads minus the minimum dead loads as shown in the schedule above. /. The structural integrity of the existing footing under the proposed increased tat O.D. Minimum Bulb 4.5" ,/3. loads was not evaluated for this design. The Owner's structural engineer should evaluate the proposed loads and geometry shown on these plans. Central reinforcing bars shall have a minimum yield strength of 75 Iasi 5000 psi non- shrink grout shall be used within the existing footing thickness. 4. The surface of the cored hole circumference through the existing footing shall be roughened to a full amplitude of approximately 1/4" per ACI 11.7.9. OF, ILI Not to Scale I N 0 DATE DESCRIPTION a 1 4/2/07 Add Dimensions for Micropile Layout ci E a� DRAWN SAC I SHANNON & WILSON, INC. Geotechnical and Environmental Consultants CHECKED: KAK 1440 Blake Street, Suite 150, Denver, Colorado 80202 APPROVED: KAK (303) 825 -3800 FAX: (303) 825 -3801 S&W JOB NUMBER 23 -1- 01069 -020 nH T I/VHIBCV BAKER, INC. A Keller Company Broomfield Cnln-ndo •• " ■ PROJECT ■AEET MM1 MICROPILE UNDERPINNING CASCADE RESIDENCES MICROPILE DETAILS VAIL, COLORADO SH — — C Aee[m8 *9 I b F ib`:' wm — — — 15MX4 "q* EX15TINO PRCPERT r LINE, - TYP Barry Monroe ...... 970-379-0474 barry.monroe@weitz.corn Craig MoPeek ....... 303-518-5929 craig.mcpeek@weitz.com Steve Kelsey ...... 303-906-6540 steve.ketsey@weitz.com Chris Keran .......... 970-319-5979 cl7r!s.keran@weitz.com 1 �w ANIERTA a in and Da,*n8,e Plan 137 main street, s- GOC.A b 5055 edwards, c*!orado 81-332 970 926,2622 rind Cq, Corn Town Of Vail tuFFICE COPY Oct STAMP OFF RECORD job number 04070 issue date Permit set 01.29.07' .............. sf IFtle A2.1 w.*: wwot wp� vw" r-mft *00*9 Von" II J .. . ......... . .. EXISTING CASCADE SPA ......... .. ....... ......... *#"ON oo**** ""to* 137 main street, s- GOC.A b 5055 edwards, c*!orado 81-332 970 926,2622 rind Cq, Corn Town Of Vail tuFFICE COPY Oct STAMP OFF RECORD job number 04070 issue date Permit set 01.29.07' .............. sf IFtle