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Home My WebLink AboutB02-0297TOWN OF VAIL 75 S. FRONTAGE ROAD VAIL, CO 81657 970-479-2138 NOTE DEPARTMENT OF COMMUNITY DEVELOPMENT Vi l(a4? f h(i I NJ wmv- Sit) THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES ADD/ALT COMM BUILD PERMT Job Address: 12 S FRONTAGE RD EAST VAIL Location.......: 12 VAIL ROAD GDG OFFICES Parcel No....: 210108264001 Project No .: PRJ02-0333 OWNER VAIL SUNDIAL LP 09/09/2002 C/O RUSSELL STANDARD PO BOX 479 BRIDGEVILLE PA 15017 License: CONTRACTOR GREENAUER DESIGN GROUP P.O. BOX 5963 VAIL, CO 81658 License: 233-B APPLICANT GREENAUER DESIGN GROUP P.O. BOX 5963 VAIL, CO 81658 License: Desciption: INTERIOR TENANT FINISHES Occupancy: B Type Construction: II 1-HR Type II 1-Hour Type Occupancy: ?? Valuation: $5,000.00 Permit #: B02-0297 Phone: 09/09/2002 Phone: Status ... Applied .. Issued ... Expires ...: ISSUED 09/09/2002 09/30/2002 03/29/2003 09/09/2002 Phone: 970-926-1783 Add Sq Ft: 0 Fireplace Information: Restricted: # of Gas Appliances: 0 # of Gas Logs: 0 # of Wood Pellet: 0 ********************************************************************* FEE SUMMARY ***********************************************************# Building ------ > $95.00 Restuarant Plan Review--> $0.00 Total Calculated Fees--> $179.75 Plan Check ---> $61.75 DRB Fee-- ---------> $20.00 Additional Fees ---------- > $75.00 Investigation-> $0.00 Recreation F_-:, -------> $0.00 Total Permit Fee--------- > $254.75 Will Call-----> $3.00 Clean-up Deposit ---------- > $0.00 Payments $254.75 TOTAL FEES ------------- > $179.75 BALANCE DUE--------- > $0.00 Approvals: Item: 05100 BUILDING DEPARTMENT 09/26/2002 GCD Action: AP Item: 05400 PLANNING DEPARTMENT 09/11/2002 ao Action: AP Item: 05600 FIRE DEPARTMENT Item: 05500 PUBLIC WORKS 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, Uniform Building Code and other ordinances of the Town applicable thereto. REQUESTS FOR INSPECTION SHALL BE MADE TWENTY-FOUR HOURS IN' NCE EP ON AT 47 21 R °?T_OUR OFFICE FROM 8:00 AM - 4 PM. T& r, SIGNATURE OF OWNER OR CONTRACTOR FOR HIMSELF AND OWNEF PAGE2 ******************************************************************************************************** CONDITIONS OF APPROVAL Permit #: B02-0297 as of 09-30-2002 Status: ISSUED Permit Type: ADD/ALT COMM BUILD PERMT Applicant: GREENAUER DESIGN GROUP 970-926-1783 Job Address: 12 S FRONTAGE RD EAST VAIL Location: 12 VAIL ROAD GDG OFFICES Parcel No: 210108264001 Description: INTERIOR TENANT FINISHES Conditions: Cond: 1 (FIRE): FIRE DEPARTMENT APPROVAL IS REQUIRED BEFORE ANY WORK CAN BE STARTED. Cond: 12 (BLDG.): FIELD INSPECTIONS ARE REQUIRED TO CHECK FOR CODE COMPLIANCE. Applied: 09/09/2002 Issued: 09/30/2002 To Expire: 03/29/2003 TOWN OF VAIL, COLORADO Statement Statement Number: R000003175 Amount: $254.75 09/30/200208:55 AM Payment Method: Check Init: DDG Notation: Greenauer Design 11836 ----------------------------------------------------------------------------- Permit No: B02-0297 Type: ADD/ALT COMM BUILD PERMT Parcel No: 210108264001 Site Address: 12 S FRONTAGE RD EAST VAIL Location: 12 VAIL ROAD GDG OFFICES Total Fees: $254.75 This Payment: $254.75 Total ALL Pmts: $254.75 Balance: $0.00 ACCOUNT ITEM LIST: Account Code ------------------- BP 00100003111100 CL 00100003123000 DR 00100003112200 PF 00100003112300 WC 00100003112800 --------------------- Description Current Pmts ------------------------------ ------------ BUILDING PERMIT FEES 95.00 CONTRACTOR LICENSES 75.00 DESIGN REVIEW FEES 20.00 PLAN CHECK FEES 61.75 WILL CALL INSPECTION FEE 3.00 ----------------------------------------------- Greenauer 61784 106102 11:99A P.004 15 q CEPTED IF INCOMPLE OR UNSIf ^-) `- oS Project #: own of Vail No.. Contact and Phone # s: Building Permit #: 97Q79; 2149; (Inspections) UILDI I N s r fired for ec a , I ech tc.1 :ONTRACTORIN MA COMPLETE VALUATIONS FOR BUILDING PERMIT (Labor 8. Materials) BUILDING: $ 160. oD I ELECTRICAL: $ ./6 c oZj II OTHER: $ 1 c; 3 j PLUMBING: $ 1500,00 1 MECHANICAL: $ 11 TOTAL: $ For Parcel # Contact Eai !e County Assessors Office at 970-328-8640 or visit www. eagle-county. com Parcel # ? JAI 71- Job Name: Job Address.- Legal Description Lot: I V y(A Block ][Filing: w4l 1 J?Subdivision: V4 11 Ow-klmy, -:_--. I Ow®ens1laPne:_,,,...r..... _ /. r f( Address: n, m?,tr ?ai_ 1 Jc ( D I PhoWy 2A r '........ , . Alll Address: 11 Engineer: 0014" 11 Address: Detailed description o work: Work Class: New( ) Addition( ) Remodel Work Type: Interior (y"' Exterior ( ) Both ( ) ?C1 Phone9v , f" ,l ?I Phone: I (Vr Demo( ) Other( ) Does an EHU exist at this location: Yes ( ) No ( Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family (.) Commercial (vrRestaurant ( ) Other ( ) No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: N e of Fireplaces Existin : Gas A fiances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning ( ) PN, /Ty pe of Fireplaces Proposed: Gas Appliances Gas Loqs Wood/Pellet Wood BurniLL\0WED' es a Fire Alarm Exist: Yes ( No ( } Ioes a Fire Sprinkler Srystem Exist ,T .Lr ( ) --- .rte--- •?_ .xx.*w.. .,.*. * .. "FOR OFFICE USE ONLY***** ` J 'Other Fees: DRB F I 1 Type of Construction: f- > G ccepted By- 1 rpti I lant +\ ees. I roup Occueancy ? P Public Wav Permit Fee. Date Received:.. VVaihdatakdevTORMSIPERMITSOLDGPERM.DOC 0712612002 {?reenauer 9709261784 09/06/02 11:49A P.005 Questions? Call the Building Team at 479-2325 Building Permit Submittal Checklist TOIA? N' F l! IL'; Department of Community Development Project Name:t ,' ?Z;'11 e"!S'1 ` Project Address: 11W l2 &A-V A *"Ay &,6 ? This Checklist must be comoleted before a Building Permit aoolication is accented. D All pages of application is complete ?as DRB approval obtained (if required) Provide a copy of approval form FJ/A- ? Condominium Association letter of approval attached if project is a Multi-Family complex a Complete site plan submitted ci Public Way Permit application included if applicable (refer to Public Works checklist) ? Staging plan included (refer to Public Works checklist) No dumnster,Darkina or material storaue allowed on roadwavs and shoulders without written approval ? Asbestos test and results submitted if demolition is occurring a Architect stamp and signature (All Commercial and Multi family) a Full floor plans including building sections and elevations(4 sets of plans for Multi-Family and Commercial) ? Window and door schedule ? Full structural plans, including design criteria (ie.loads) a Structural Engineer stamp and signature on structural plans (Alf Commercial and Multi Family) ? Soils Report must be submitted prior to footing inspection ? Fire resistive assemblies specified and penetrations indicated @Smoke detectors shown on plans ? Types and quantity of fireplaces shown Applicant's Signature: o?? Date of submittal: Received By: F:/everyone/forms/bldperm2 Greenauer 9709261784 09/06/02 11:49A P.006 P TOWN OF BUILDING PERMIT ISSUANCE TIME FRAME If this permit requires a Town of Vail Fire Department Approval, Engineer's (Public Works) review and approval, a Planning Department review or Health Department review, and a review by the Building Department, the estimated time for a total review will take as long as three (3) weeks. All commercial (large or small) and all multi-family permits will have to follow the above mentioned maximum requirements. Residential and small projects should take a lesser amount of time. However, if residential or smaller projects impact the various above mentioned departments with regard to necessary review, these projects may also take three (3) weeks to review and approve. Every attempt will be made by this department to expedite this permit as soon as possible. I, the undersigned, understand the plan check procedure and time frame. I also understand that if the permit is not picked up by the expiration date, that I must still pay the plan check fee and that if I fail to do so it may affect future permits that I apply for. Agreed to b Print ignnatu C. i (J l? Project Name: Date: c ???lJ v F; everyone/Forms/bidperm3 Greenauer 9709261784 09/06/02 11:49A P.011 TOWN OF DRAINAGE AND CULVERT INSPECTIONS ARE REOUIRED BY PUBLIC WORKS! Please read and check off each of the items below: )k /ensure i he Town of Vail Building Department has developed the following procedures to ?1( ensure that new construction sites have adequately established proper drainage from building sites along and adjacent to Town of Vail roads or streets. The Town of Vail Public Works Department will be required to inspect and approve- 'r. inage adjacent to Town of Vail roads or streets and the installation of temporary or permanent culverts at access points from the road or street onto the construction site. Such approval must be obtained prior to any requests for inspection by the Town of Vail Building Department for footings, temporary electrical or any other inspection. Please call Leonard Sandoval at 479-2198 to request an inspection from the Public Works Department. Allow a minimum of 24 hour notice. v Also, the Town of Vail Public Works Department will be approving all final drainage and culvert installation with resulting road patching as necessary. Such approval must be obtained prior to any Final Certificate of Occuoancv issuance. 1 ? Agreed to by: Print pNa?me Sig X11 e Signature Project Name: Ito, Date Signed: F:/everyone/forms/bldperm 6 Greenauer 9709261784 09/06/02 11:49A P.012 TOWN OF PAIL MATERIAL STORAGE AND CONSTRUCTION PARKING Please read and check off each of the items below. (Copies of complete text are available upon request) CODE 5-2-10: DEPOai i b ON PUBLIC WAYS PROHIBITED Unlawful deposits: Subject to subsection C thereof, it is unlawful for any person to litter, track or d or cause to be littered, tracked or deposited, sand, gravel, rocks, mud, dirt, snow, ice, or any they debris or material upon any street, sidewalk, alley or public place, or any portion thereof. Notice; Abatement: The Director of Public Works may notify and require any person who violates or causes another to violate the provision of Subsection A hereof, or who has in the Director's employment a person who violates or causes another to violate the same, top remove such sand, gravel, rocks, mud, dirt, snow, ice or any other debris or material within twenty four (24) hours after receipt of said notice by the Director of Public Works. In the event the person so notified does not comply with the notice. within the period of time herein specified, the Director of Public Works, or other authorized agent, may c se any such sand, gravel, rocks, mud, dirt, snow, ice, debris or any other material to be removed ny street or alley at the expense of the notified. m a mmons and Penalty: As an alternative to the notice for removal provided in subsection B above, any person who violates or causes another to violate the same, may be issued a summons to appear ror before the Municipal Court of the Town for said violations, and upon being found guilty of a violation h eunder be punished as provided in Section 1-4-1 of this code. Notice and Penalty: It is unlawful for any person to fail or refuse to comply with the notice of the Director of Public Works as provided in subsection 6 hereof, and any such person shall, in addition to payment of the expense of removal incurred by the Director of Public Works, as provided in subsection B hereof, upon being found guilty of a violation hereunder, be punishable as provided in Section 1-41 of this Code. (1997 Code: Ordinance 6 (1979). GOD S 7-3A-1 AND 7-3A-3: PARKING OBSTRUCTING TRAFFIC & IMPOUNDMENT AUTHORIZED_... o No person shall park any vehicle upon a street or at any other place within this Municipality in such a manner or under such conditions as to interfere with the free movement of vehicular traffic or proper treet or highway maintenance. (Ord. 2(1968) § 1) Whenever any police officer finds a vehicle attended or unattended, standing upon any portion of a street or upon any place within this Municipality in such a manner as to constitute a violation of any section of this Article, or left unattended for a period of twenty four (24) hours or more and presumed to be abandoned under the conditions prescribed by Colorado Revised Statutes section 42-4-1102, as amended, the officer shall require the vehicle to be removed or cause it to be removed and placed in storage in the nearest garage or other place of safety designated or maintained by this Municipality, and the charges for towing and storage of such vehicle shall be charged to the owner of the vehicle in addition to a ten dollar ($10) impoundment charge. (Ord. 2(1968) § 3: Ord. 28(1981) § 1) I have read and will comply with the ab Position or Relationship to Project: Date Signed: - l . 1h - 2! ?i r:/cvcryuncr fonnslbldpcrm7 Greenauer r - 5A Y1Z r I ra 9709261784 09/06/02 11:49A P.003 0 ?i-- (14 lL g o . C DCrt DEe IGN STUDIO, PO 60X 9963 11 VAIL ROAD, SUITE WO IT VAIL, COLORADO a*" VAIL, COLORADO (9'10) 926-1183 I? 3 G , n O J, _n tip ? f ? M 1 rn 'D b o ? r W fi- Q Q4 r T?\fi r l i A ?N o° v ? y: SGALEc va• • rar f PATE. 960? I l? N? Greenauer 9709261784 09/06/02 11:49A P.002 i 1 INJA ra ji (' - 41 f" ?r J J I U I _ O mn 0 0 V?-4 1 SCALE. v5• . IW ' 5HE'ET NO. (? a??:a?yndr GDG DESIGN STUDIO DATE: 96A! EXISTING PLAN PO BOX 5963 VAIL, COLORADO @VAIL ROAD, SUITE 80® 61655 VAIL, COLORADO Q.01 (910) 926-1183 App OVER Community C? ; ?!c;,mr?t 0 F3ui1agr&Aafgty kliecti?_%lorado TOWNOF PAIL ilding Safeety & WNpsction Services &dion 106.4.3, Uniform Building Code, tty cot i nit."iTieRR Ve Road or granting of a permit or approval of lans, s hti ions QQ ,d, la?j 81657 shall not be construed to be a 1&@&4,1kWaPiR%k,391f, any viPAX ',f(970 ) 4 7 9 - 2 4 5 2 any of the provisions of this code or of any other ordinance of the juris,':cti n. Fermits presuming to give authority to violate Qqj? ffancel the provisions cf, ,.ss code or other ordinances of the jurisdiction Epalt rtbFbpvaApa 1 ys i s based on The issuance of a permit based on phk4Wc3f9$i(ts U&jjtfoDt4%4 styli 1di.ng Code pot prevent the building official from thereafter rc,:-.nring t`:o onection of errors in said plans, specifications and other data, (.,r :rort preventing building lion be' . d en taereunder when is violation of this code or of Pr ot3G c;x : ,Date: September 26, 2002 Project Name: A&?p A? DATE; I ... Contractor: Occupancy: B Architect: Construction: II-1hr Engineer: Report By: GREG DENCKLA NOTE: The code items listed in this report are not intended to be a complete listing of all possible code requirements in the 1997 UBC. It is a guide to selected sections of the code. Report created using Plan Analyst software by b w & a. (719) 599-5622 Portions of the material contained in this program are reproduced from the Uniform Building Code with the permission of the International Conference of Building Officials. OTHER BUILDING ELEMENTS Table 6-A ELEMENT MATERIAL RATING NOTES Interior Bearing wall Noncombustible 1 hr Interior nonbrg wall Noncombustible 1 hr See Footnote #5 Structural Frame Noncombustible 1 hr Exterior Struct Frame Noncombustible 1 hr See footnote #1 Floor/Ceiling Assembly Noncombustible 1 hr See Footnote #11 Roof/Ceiling Assembly Noncombustible 1 hr See Footnote #8 Stairs Noncombustible None FOOTNOTES: 1) Elements in an exterior wall located where openings are not permitted or where protection of openings is required, shall be protected against external fire exposure as required for exterior bearing walls or the structural frame, whichever is greater. -- Table 6-A, footnote 1 4) Fire-retardant treated wood may be used within interior non-bearing 1 hr. wall assemblies. -- Table 6-A, footnote 2 5) Nonload-bearing walls within a tenant space that are not part of a 1 hr. corridor may be of: a) Noncombustible (nonrated) materials b) Fire retardant-treated wood c) One-hour construction (any material) -- Sec. 601.5.2.1 8) If the entire roof structure is 25 feet or more above any floor, the fire rating may be allowed to be eliminated. See limitations and Code review for: Project Id.: Address: Page # 2 requirements. -- Sec. 603.5 & 602.5 11) The ceiling of the basement is required to be protected with 1 hr. fire- resistive construction and doors to basements are required to be of 1'3/8 inch thick S.C. wood or a 20 minute fire assembly. -- Sec. 712 PENETRATIONS OF FIRERESISTIVE ASSEMBLIES WALLS ASSEMBLIES -- Sec. 709.6 Through penetrations: 1) Penetrations shall be installed as tested in the rated assembly. -- Sec. 709.6.2 2) Penetrations shall be protected by an approved penetration firestop system and shall have an F rating of not less than the required rating of the wall penetrated. -- Sec. 709.6.3 Exception: When penetrating items are steel, ferrous or copper pipes or steel conduits and the wall is concrete or masonry, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. -- Sec. 709.6.1 Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 709.7 Exceptions: 1. Steel electrical outlet boxes that do not exceed 16 square inches provided that the area of such openings does not exceed 100 square inches for any 100 square feet of wall area. Boxes on opposite sides of the assembly shall be separated by a horizontal distance of not less than 24 inches. 2. Sprinklers with metal escutcheon plates. Noncombustible penetrating items shall not be connected to combustible materials on both sides of the membrane unless it can be confirmed that the fire-resistive integrity of wall is maintained. -- Sec. 709.7 Code review for: Project Id.: Address: Page # 3 FLOOR/CEILING AND ROOF/CEILING ASSEMBLIES -- Sec. 710.2 Through pentrations: Through penetrations of fire-resistive horizontal assemblies shall be enclosed in fire-resistive shaft enclosures. -- Sec. 710.2.1 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, pipes, tubes and vents through a single concrete floor, the annular space shall be permitted to be grout or mortar. The minimum thickness is the thickness required to maintain the fire rating. The maximum size of the penetrating items is equivalent to a 6-inch diameter and the opening is a maximum of 144 square inches. 2. Electrical outlet boxes that have been tested for use in fire-assemblies. The system shall have an F rating and a T rating of not less than one hour but not less than the required rating of the floor system. -- Sec. 710.2.3 Exception: Floor penetrations contained and located within the cavity of a wall do not require a T rating. Membrane penetrations: The requirements are the same as for through penetrations. -- Sec. 710.3 Exceptions: 1. When penetrating items are steel, ferrous or copper conduits, electrical outlet boxes, pipes, tubes and vents through concrete or masonry and the annular space is protected by an approved penetration firestop assembly or protected to prevent the free passage of flame and products of combustion. Such penetrations shall not exceed an aggregate area of 100 square inches in any 100 square feet of ceiling area in assemblies without penetrations. 2. Electrical outlet boxes that have been tested for use in fire-assemblies. 3. Sprinklers with metal escutcheon plates. Fire-resistive roofs may have unprotected openings. -- Sec. 710.4 Code review for: Project Id.: Address: Page # 4 SMOKE and FIRE DAMPERS -- Sec. 713.10 and 713.11 Dampers shall be accessible for inspection and servicing: 1. Penetrations through area separation walls. Penetrations through occupancy separations. 2. Penetrations of the fire-resistive construction of horizontal exit walls or corridors serving as a means of egress. Exception: Openings for steel ducts penetrating the required fire-resistive construction of corridors are not required to have smoke dampers when such ducts are of not less than 0.019-inch thickness (26 gage) and have no openings serving the corridor. 3. Penetrations of shaft enclosures. Exceptions: 1. Duct penetrations by steel exhaust air subducts extending vertically upward at least 22 inches above the top of the opening in a vented shaft where the airflow is upward. 2. Penetrations of a fire-resistive floor forming the base of a shaft enclosure may be protected by fire dampers listed for installation in the horizontal position. 3. Smoke dampers are not required when shaft is exhaust only, and is used for continuously operating fans. 4. Penetrations of the ceiling of fire-resistive floor-ceiling or roof-ceiling assemblies. Exception: Smoke dampers are not required. 5. Penetrations of an atrium enclosure element. Exception: Smoke dampers are not required. 6. Penetrations of exterior walls where protection of openings is required. Exception: Smoke dampers are not required. 7. Penetrations of areas of refuge. Exception: Ventilation system designed to supply outside air during an emergency. 8. Smoke dampers are required in smoke barriers and elevator lobbies. Code review for: Project Id.: Address: EXIT REQUIREMENTS: Page # 5 FL NAME NUMB MIN MIN PANIC HALLWAY/ DOOR NOTES ------------------- OCC -------- EXITS WIDTH HDWR CORRIDOR SWING M1 Office ----- 5 ------ 1 ------- 1.0 ------ No ---------- N/A ------------ N/R 1 Office 10 1 2.0 No N/A N/R 1 Office AC5 1 1.0 No N/A N/R TOTAL 15 1 3.0 No N/A N/R NOTE: Areas with 'AC' before the number of occupants area is being treated as an accessory for occupant loads. -- Sec-. 1003.2.2.2.1, Exception Door swing is based on Sec. 1003.3.1.5 except as noted. Occupant load factor is based on Table 10-A. Number of exits is based on Table 10-A except as noted. Exit width is in inches and based on Sec. 1003.2.3 and Table 10-B Exit width is to be divided approximately equally among exits. -- Sec. 1003.2.3.2 Width shown for all areas is based on other egress components. Width shown for 1st floor is based on other egress components. Width shown for other floors & basements is based on stairways. -- Table 10-B For the minimum width of doors, see Sec. 1003.3.1.3 For the minimum width of hallways, see Sec. 1004.3.3.2 For the minimum width of corridors, see Sec. 1004.3.4.2 For the minimum width of stairways, see Sec. 1003.3.3.2 FOOTNOTES: FLUSH AND SURFACE BOLTS: Manually operated edge- or surface-mounted flush bolts and surface bolts or any other type of device that may be used to close or restrain the the door other than by operation of the locking device shall not be used. When automatic flush bolts are used, the door leaf having the automatic flush bolt shall not have a door knob or surface-mounted hardware. The unlatching of any leaf shall not require more than one operation. -- Sec. 1003.3.1.8 Code review for: Project Id.: Address: 6.LOCKS AND LATCHES: Page # 6 1 effort. -- Sec. 1003.3.1.8 THIS DOOR MUST REMAIN UNLOCKED DURING BUSINESS HOURS. When unlocked, door(s) must swing without operation of any latching device. -- exc. (. STAIR NOTES: Private stairs: Private stairways and stairs serving an occupant load less than 10: 1) "-A private stairway must be at least 36 inches wide. -- Sec. 100-3:.:3.3.2 "2)' The maximum rise of a step is 7 inches and the minimum run is`'ll 3)aProvide a handrail on one side of stairway 34 to 38 inches above the T.nosing if there is more than 3'ri: ers. -- Sec. 1003:3.3 Exceptions WProvide a guard rail where drop off is greater than 30_inches -- Sec. 509.1 )::,The minimum; height-is 42 ;inches. -- Sec. 509.2 6) Open guardrails shall have intermediate rails or ornamental pattern such that a sphere 4 inches in "diameter cannot pass through. -- Sec. 509.3 The triangular opening formed at the riser, tread and guardrail may be 6 inches. -- 509.3, Exception 2 7) The minimum headroom is 6 ft:$ inches. Such clearance shall be measured vertically from a plane parallel and tangent to the stairway tread nosing to the soffit above at all points. -- Sec. 1003.3.3.4 8) Enclosed usable.-,space under the stairs is required to be protected; as required for 1 hr.' fire=resistive construction."-- Sec. 1003.3.3.9 g, LANDINGS AT DOORS: 1) A floor or landing- shall. be -provided on _each,.side of doors. When access for persons with disabilities is-required. the floor or landing shall not be more than 1/2 inch lower than the threshold. When access is not required, the maximum is 1 inch. -- Sec. 1003.3.1.6 2) Landings shall have a width not less than the width of the stairway or width of the doorway, whichever is the greater. Where a landing serves an occupant load of 50 or more, doors in any position shall not reduce the landing dimension to less than one half it required width. The minimum length in the direction of exit travel is 44 inches. -- Sec. 1003.3.1.7 Code review for: Project Id.: Address: Page # 7 TRAVEL DISTANCE: (distance to an exit) The maximum travel distance in this building is 200 feet. -- Sec. 1004.2.5.2.1 Travel distance shall not be limited within an exit enclosure or exit passageway. -- Sec. 1005.2.2 BUILDING ACCESSIBILITY: In offices (except health-care providers) and retail sales floors, with an aggregate area of not more than 3000 above or below the accessible floor need not be accessible. -- Sec. 1103.2.2 Exception 1) This building including each tenant shall be provided with at least one entrance which complies with the accessible route provisions of CABO/ANSI A117.1. At least 50 percent of all entrances shall be accessible. -- Sec. 1103.2.3 2) When more that one exit is required from any accessible space, each accessible portion of the space shall be served by not less than two accessible means of egress. -- Sec. 1104.1.1 3) When an exit stairway is part of an accessible means of egress, the stairway shall have a clear width of not less than 48 inches between the handrails. The stairway shall either incorporate an area of refuge within an enlarged story-level landing or shall be accessed from an area of refuge. -- Sec. 1104.1.2 The area of refuge shall have direct access to the stairway that serves it. -- Sec. 1104.2.1 4) Each area of refuge shall be sized to accommodate one wheelchair space not less than 30 inches by 48 inches for each 200 occupants, or portion thereof. -- Sec. 1104.2.3 5) If the area of refuge is not within the stairway, it shall be separated from the rest of the story by a smoke barrier having at least a one- hour fire-resistance rating. Smoke barriers shall extend to the roof or floor deck above. Doors shall be smoke and draft control assemblies with a rating not less than 20 minutes. -- Sec. 1104.2.4 6) Two-way communications are required. -- Sec. 1104.2.5 7) Each area must be identified by a sign stating AREA OF REFUGE and the international symbol of accessibility. -- Sec. 1104.2.7 8) NOTE: Exit stairways in buildings protected throughout by an approved automatic sprinkler system are NOT required to incorporate an area of refuge. -- Sec. 1104.1.2, Exception 2 Code review for: Project Id.: Address: AUTOMATIC SPRINKLER If openings are not is floor area more sprinkler system is a minimum dimension opening in every 50 NOTE: Openings must SYSTEMS: provided in than 75 feet required. - of 30 inche lineal feet be entirely Page # 8 each 50 feet of exterior wall or there from an exterior opening, an automatic - Sec. 904.2.2 Note: Openings shall have 3. There must be at least 20 sq.ft. of of wall. above the adjoining ground level. STANDPIPE REQUIREMENTS: There is no requirement for a standpipe. -- Table 9-A FOOTNOTES: VENTILATION: All areas customarily occupied by humans shall be provided with natural ventilation by means of openable exterior openings with an area of not less than 1/20 of the total floor area or shall be provided with a mechanically operated ventilation system. Such system shall be capable of supplying a minimum of 15 cubic feet per minute of outside air per occupant. -- Sec. 1202.2.1 WALL AND CEILING FINISH: 1) Wall and ceiling finish materials are required to comply with Sec. 804.1 and Table 8-B. 2) Carpeting on the ceiling is required to have a Class I flame spread rating. -- Sec. 804.2 3) Textile wall coverings shall have Class I flame spread rating. and shall be protected by automatic sprinklers or meet the acceptance criteria of U.B.C. Standard No. 8-2 -- Sec. 805 4) Toilet room floors shall have a smooth, hard nonabsorbent surface that extends upward onto the walls at least 5 inches. -- Sec. 807.1.1 5) Walls within 2 feet of the front and sides of urinals and water closets shall have a smooth, hard nonabsorbent surface. -- Sec. 807.1.2 ADDITIONAL REQUIREMENTS: For B occupancy Code review for: Project Id.: Address: Page # 9 GLAZING REQUIREMENTS All glazing in hazardous locations is required to be of safety glazing material. -- Sec. 2406.3 & 2406.4 Locations: 1) Glazing in ingress and egress doors except jalousies. 2) Glazing in fixed and sliding panels of sliding door assemblies and panels in swinging doors other than wardrobe doors. 3) Glazing in storm doors. 4) Glazing in all unframed swinging doors. 5) Glazing in doors and enclosures for hot tubs, whirlpools, saunas, steam rooms, bathtubs and showers. Glazing in any portion of a building wall enclosing these compartments where the bottom exposed edge of the glazing is less than 60 inches above a standing surface and drain inlet. 6) Glazing in fixed or operable panels adjacent to a door where the nearest exposed edge of the glazing is within a 24-inch arc of either vertical edge of the door in a closed position and where the bottom exposed edge of the glazing is less than 60 inches above the walking surface. 7) Glazing in an individual fixed or operable panel, other than those locations described in items 5 and 6 above, than meets all of the following conditions: A. Exposed area of an individual pane greater than 9 square feet. B. Exposed bottom edge less than 18 inches above the floor. C. Exposed top edge greater than 36 inches above the floor. D. One or more walking surfaces within 36 inches horizontally of the plane of the glazing. 8) Glazing in railings regardless of height above a walking surface. Included are structural baluster panels and nonstructural in-fill panels. 9) Glazing in walls and fences used as the barrier for indoor and outdoor swimming pools and spas when the bottom edges is less than 60 inches above the pool side and the glazing is within 5 feet of the pool or spa water's edge. 10) Glazing in walls enclosing stairway landings or within 5 feet of then bottom and top of stairways where the bottom edge is less than 60 inches above the walking surface. Greenauer APPLICA 4 /06/02 11:45A P.004 I 5BCEPTED IF 1NCOMPLE OR UNSI? Project #: I F.- Building Permit #: 97,079-21'49.(Inspec'tioris) N UILDI I L :s r ired for ec ` ca, I ech tc.! f CONTRACTORIN1MA Town of Vail e No.: Contact and Phone X33 o - 1?4 Se 7 ron ge Rd. Vail, Colo do 81657 General Contractor: Email address: re. COMPLETE VALUATIONS FOR BUILDING PERMIT 11 ahnr P. MatPrin10 BUILDING: $ gam. ( L ELECTRICAL: $ /-5r? OTHER: $ I PLUMBING: $ MECHANICAL: $ I I TOTAL: $ For Parcel # Contact Eagle County Assessors Office at 970-328-8640 or visit www.eagle-county.com zl01 () Job Name: e? oaww Legal Description 11 Lot: Engineer: N`il' Detailed description o work: (7/7l Job Address: Block: Filing: Lrin IAddress: A- , ?0 P y I,.- Address: /! II Address: II Subdivision: V4 1-1 i& II Phoney 172b If i Phone:/ Work Class: New ( ) Addition( ) Remodel ( }C-72Repair (Demo ( ) Other ( ) Work Type: Interior (y< Exterior ( ) Both ( ) ?I Does an EHU exist at this location: Yes ( ) No Type of Bldg.: Single-family ( ) Two-family ( ) Multi-family ( } Commercial (restaurant ( ) Other ( } I No. of Existing Dwelling Units in this building: No. of Accommodation Units in this building: - 'c `Type of Fireplaces Existing: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Burning ( } 1 "N )[Type of Fireplaces Proposed: Gas Appliances ( ) Gas Logs ( ) Wood/Pellet ( ) Wood Bur LL\JWED) oes a Fire Alarm Exist: Yes ( No( ) Does a Fire Sprinkler S ( ) .,««.,*.«««,t«.x,..«,?.«««««. t««««t,?«.«««FOR OFFICE USE ONLY«««*******************« ?«««**t,?*«?,«? b 2 01 SE 4t Other Fees I Type of Construction: I Accepted By' ; DRIB Fees: i Occupancy Group - , I IangeftV } Public Wav Permit Fee. Date Received:.,,. WaAdata\cdev\FORMS\PERMITStiBLDGPERM.DOC 07,262002