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HomeMy WebLinkAboutB10-0256 B10-0256 : Entries for Item-90 - BLDG-Final 08:48 03/14/2013 Action Comments By Date Unique_ Ke AP sgremmer 01/10/2011 A000140 490 Total Rows: 1 Page 1 NOTE: THIS PERMIT MUST BE POSTED ON JOBSITE AT ALL TIMES Tom OF WAIL. Town of Vail, Community Development, 75 South Frontage Road,Vail, Colorado 81657 p. 970.479.2139, f.970.479.2452, inpsections 970.479.2149 ADD/ALT COMM BUILD PERMT Permit #: B10-0256 Project #: Job Address: 16 VAIL RD VAIL Status. . ISSUED Location......: SEBASTIAN BRIDGE Applied. . 08/25/2010 Parcel No....: 210108285053 Issued... : 09/17/2010 Expires. 03/16/2011 OWNER FERRUCO VAIL VENTURES LLC 08/25/2010 701 BRICKELL AVE STE 2550 MIAMI FL 33131 APPLICANT FERRUCO VAIL VENTURES, LLC 08/25/2010 Phone: 970-477-8110 16 VAIL ROAD VAIL CO 81657 License: 1038-B CONTRACTOR FERRUCO VAIL VENTURES, LLC 08/25/2010 Phone:970-477-8110 16 VAIL ROAD VAIL CO 81657 License: 1038-B Description: NEW DOOR AND BRIDGE FOR SKI VALET Occupancy: mixed Valuation: $8,700.00 Type Construction:lB Total Sq Ft Added: 0 **************************#****************#********************##*************** FEE SUMMARY *****************************************#***#********************************* Building Permit Fee------> $167.25 Will Cal Fee---------------------> $4.00 Total Calculated Fees-------------> $279.96 Plan Check--------------------> $108.71 Use Tax Fee---------------------> $0.00 Additional Fees-----------------------> $0.00 Add'I Plan Check Hours-> $0.00 Restuarant Plan Review-----> $0.00 TOTAL PERMIT FEES--------------> $279.96 Investigation-----------------> $0.00 Recreation Fee-----------------> $0.00 Payments-------------------------------> $279.96 Total Calculated Fees--------> $279.96 BALANCE DUE------------------------> $0.00 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 FO INS 6N�S11ALL BE DE TY-FOUR HOURS IN ADVANCE BY TELEPHONE AT 970.479.2149 OR AT OUR OFFICE FROM 8:00 AM-4:0 M. p ignature of Owner or Com 1 ctor Date Print Name b I d_a It_co n st ru ct i o n_pe rm it_041908 APPROVALS Permit#: B10-0256 as of 09-17-2010 Status: ISSUED ***************####************#+*#####*+**********###**#+*#***********##*+**#####**#****+*******#*#***#*************+*###*##**#**#*#******************#++****######*#*#*+###*##***** Item: 05100 BUILDING DEPARTMENT 09/15/2010 cg Action: AP Item: 05400 PLANNING DEPARTMENT 08/26/2010 Warren Action: AP Item: 05600 FIRE DEPARTMENT 08/27/2010 mvaughan Action: AP See the Conditions section of this Document for any that may apply. b Id_a It_co n stru ct i o n_pe rm it_041908 *###rtrt##Y#rt**********rt#####rt#rt*****+*Y*#**rt##rt*********Y*Y##rt#rt#rt************Y****Yrt*Yrt*###rt*********Y*###rtrt#+***********#+*rt*Y#rtrt###rtrtrt##******************+*****+*Y*Y**YY*Y#**##**# CONDITIONS OF APPROVAL Permit#: '610-0256 as of 09-17-2010 Status: ISSUED **YYY*###rtrtrt**++******Y*YYYYrtrtrt*******++**YrtrtrtYrtrtrt***+**++++*#*Yrtrtrtrtrtrtrt*rt************+*Y*Y*##rtrtrt****+*+*##YYrtrtrtrtrtrtrtrt*********+****Y**#rtrtrt##rtrtrtrtrtrt**********++******#**######rtrt#*##rtrt* 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. b Id_a It_con stru ction_perm it_041908 TOWN OF VAIL, COLORADO Statement Statement Number: R100001326 Amount: $279.96 09/17/201002:30 PM Payment Method:Credit Crd Init: DR Notation: BUILDING PERMIT ----------------------------------------------------------------------------- Permit No: B10-0256 Type: ADD/ALT COMM BUILD PERMT Parcel No: 2101-082-8505-3 Site Address: 16 VAIL RD VAIL Location: SEBASTIAN BRIDGE Total Fees: $279.96 This Payment: $279.96 Total ALL Pmts: $279.96 Balance: $0 .00 ******************************************************************************************** ACCOUNT ITEM LIST: Account Code Description Current Pmts -------------------- ------------------------------ ------------ BP 00100003111100 BUILDING PERMIT FEES 167 .25 PF 00100003112300 PLAN CHECK FEES 108.71 WC 00100003112800 WILL CALL INSPECTION FEE 4 .00 ----------------------------------------------------------------------------- Department„of Community Development4 'J" � 75 South Frontage . Vatljt glloiA4 , r. i �3 De p) wd BUILDING PERMIT APPLICATION Separate permits are required for electrical, plumbing, mechanical, fireplace, etc. Project Street Address: Office Use: 0(,-"z 2 � + Q G 2 Project#: l (� (Number) (Street) (Suite#) DRB#: i Building/Complex Name: Building Permit Lot#: Block ubdivisio . &V Jim Contractor Information: Company: ,�+�'ZT�UG© l/,a�L //� Company Address: Detailed Scope and Location of Work: C�i�IS",2CK-� o City: State: Zip: T:: Z Contact Name: % F Contact Phone: /32-32- I (use additional sheet if necessary) E-Mail ,-,cz=;? Work Class: Town of Vail Contract Registration No.: ( ( ) ( ) ( ) ( ) ? New Addition Remodel Repair Other ? 1 X Work Type Contra t igna a(required) i Interior( ) Exterior(,-4� Both( ) E � ` �xs.,m,w..v'ux,.wu:°wrvwmewmvm Property Information Type of Building: Parcel#: S0 S-3 Single-Family( ) Duplex( ) Multi-Family V4 i(For parcel#,contact Eagle County Assessors Office at 970-328-8640 or I visit www.eaglecounty.us/patie) Commercial ( ) Other( ) E Tenant Name: Does a Fire Alarm Exist? Yes( c) No( ) ?Owner Name: Monitored Alarm? Yes(� No( ) I Does a Sprinkler System Exist? Yes No( ) #&Type of Existing Fireplaces: Gas Appliances Valuations(Labor&Materials) ( pa Gas Log Wood/Pellet Wood Burning Building: $ #&Type of Proposed Fireplaces: Gas Appliances Plumbing: $ Gas Log Wood/Pellet Wood Burning 11 VA Electrical: $ i 1VA. _X ..�0. MQ�.__._.... 1 9 Date Received: E Mechanical: (including fireplace) $ fps k it Total: $ a ........__. ...._.. 1 15-May-10 Job Name: Job Address: TOWW N ' Permit No.:--8 I U SPECIAL INSPECTION AND TESTING AGREEMENT (To applicants of projects requiring Special Inspection or Testing per Section 1701 of the IBC) The owner or his/her representative, on the advice of the design professional in responsible charge, shall complete, seal, sign and submit a copy of the Special Inspection Agreement and Structural Tests Scheduled to the Town of Vail for review and approval. Signatures are required on both pages; photocopied or faxed signatures are acceptable. The owner and his/her general contractor, where applicable, shall also acknowledge the following conditions applicable to Special Inspection Testing: 1. Contractor is responsible for proper notification to the Inspection or Testing agency for items listed.(Page 1) (IBC 1704) 2. Only the testing laboratory should take samples and transport them to their laboratory. 3. Copies of all laboratory reports and inspections are to be sent directly to the Town of Vail by the Testing agency on a weekly basis. 4. Inspection agency to submit names and qualifications of on-site special inspectors to the Town of Vail for review and approval.( Page 2) 5. The special inspector is responsible to immediately notify the Town of Vail Building Official in writing of any concerns and/or problems encountered. 6. It is the responsibility of the contractor to review the Town of Vail approved plans for additional inspection or testing requirements that may be noted. A pre-construction conference at the job site is recommended to review special inspection procedures. 7. The special inspector shall use only the Town of Vail approved drawings. 8. All special inspection field reports must be left on site for review by the Town of Vail staff prior to required inspections or re-inspections. BEFORE OCCUPANCY WILL BE GRANTED: The special inspection agency shall submit a signed and sealed statement that all items requiring testing and inspection were fulfilled and reported. Those items not tested and/or inspected shall be noted in this statement. A copy of the statement shall be maintained at the job site for the Building Inspector's review prior to final inspection. Acknowledgeme i Owner: 41 Signatur Print Name D Special Inspectio Agency: Signature Print Name Date Project Arch/Eng: = Signature Print Name , 't4c, Date Contractor: Signature Print Name Date t TOM OF ' SPECIAL INSPECTION AND TESTING SCHEDULE (IBC 1704) Project Name-5—k, U0.�C;Iy Permit#.-2 t7 b�S Owner's Name: Testing Ins Ion ignature Print Na to ,uuD Agency: �� la Testing Inspection Signature Print Name Date Hereby certifies that the Testing/Inspection Agency named above has been engaged to perform structural tests and inspections during construction as checked below, to satisfy all applicable portions of the Building Code. Prior to final inspection, the Inspection Agency shall submit a statement that all items of designated work performed were reported. Any items checked but not tested or inspected will be noted and explained. Whenever any designated items on the list are ready for sampling, testing, or inspection, it shall be the responsibility of the contractor to give timely notice to the Inspection agency so that the required services may be performed. REINFORCING STEEL: UNDERPINNING: Tensile&Bend,one set per heat per tons Temporary/Permanent Inspection of Placement Inspection of Steel Fabrication Inspec'on of Welding Inspection of Reinforcing&Forms Epoxy I-TS Inspection of Concrete Placement Inspection of Tiebacks MASONRY: Prelim.Acceptance Tests(Masonry Units,Wall Prisms) SOIL NAILS: Subsequent Tests(Mortar,Grout, Field Wall Prisms) Temporary Shoring Inspection of Placement and Grouting Permanent Wall CONCRETE,SHOTCRETE,GROUT AND MORTAR: STRUCTURAL STEEL: Concrete Shot Grout Mortar Sample&Test(List specific members below) Aggregate tests for design Shop Identification&Welding Inspection Suitability of aggregates Shop Ultrasonic Inspection Mix Designs Shop Radiography Test Panel � Field Welding Inspection Batch Plant Inspection Field Bolting Inspection Cement Grab Sample Field Ultrasonic Inspection Inspect Placing Field Radiography Compression Tests Metal Deck Welding Inspection Cast Specimens FIREPROOFING: Pick-up Samples Inspection&Placement Shrinkage Bars Yield Check SOILS: Air Check Acceptance Tests Dry Unit Weight Moisture-Density Determination PRECAST CONCRETE: Field Density Reinforcing Tests Drilled Piers Inspection of Reinforcing Placement Deep Foundation Tendon Tests Inspection of Tendon Placement STRUCTURAL WOOD: Inspection of Concrete Placement Inspection of Fabrication Inspection of Concrete Batching Inspection of Truss Joint Fabrication Inspection of Panel Attachment& Inserts Sample&Test Components Compression Tests Inspection of Glu Lam Fabrication Inspection of Stressing/Transfer SMOKE CONTROL: PILING,CAISSONS,CAPS,TIES: Inspection of Reinforcing Placement SPECIAL CASES: Inspection of Concrete Placement Inspection of Concrete Batching SPECIAL INSPECTION: Seismic Resistance Specify other tests, inspections or special instructions required. Wind Requirements PROJECT INFORMATION ARCHITECTURAL SYMBOLS PROJECT DESCRIPTION BUILDING SECTION OR ELEVATION A SOEi) S THE SCOPE OF THIS PROJECT INCLUDES THE ADDITION OF AN qg REFERENCE DRAWING NUMBER EXTERIOR BRIDGE ON THE 160 LEVEL ON THE SOUTH SIDE OF THE BUILDING.THIS WILL PROVIDE AN ADDITIONAL MEANS OF 201 Mein Street,Ste 202 EGRESS.THE BRIDGE WILL HAVE RAILINGS TO MATCH THE 1 T DETAIL 3 p:970.963.4626 f 970.963.4616 EXISTING TYPICAL EXTERIOR RAILINGS.THERE IS ONLYA COLUMN GRID we .timbersresorts.wm SMALL CHANGE IN ELEVATION AND IT IS AN ACCESSIBLE DESIGNATION 1 REFERENCE DRAWING NUMBER ROUTE.THE METAL DECKING WILL BE ADA ACCESSIBLE.THERE REVISION WILL BE NEW EXTERIOR LIGHTING ADDED ON THE EXTERIOR 3 REFERENCE E BUILDING WALL AND A NEW EXIT SIGN ON THE INTERIOR OF S e b a I t i an THE SKI VALET SPACE.THE BRIDGE WILL HAVE STRUCTURAL STEEL BEAMS THAT WILL TIE INTO THE EXISTING STRUCTURE. LE PROJECT A5.3 INTERIOR ELEVATION , ..._. ..— ...�s��.. NORTH ARROW REFERENCE DRAWING NUMBER PHYSICAL ADDRESS: 16 VAIL ROAD 1 VAIL,CO 81657 CODE&ZONING INFORMATION: FLOOR LEVEL LEVEL LINE / EL=100'-0' DASH AND DOT LINE — FOR CENTER LINES,FLOOR LINES OCCUPANCY: S-2 STORAGE(PARKING) IN EXTERIOR ELEVATIONS, F-1 MODERATE HAZARD INDUSTRIAL PROJECTED LINES A-2 ASSEMBLY(FOOD&BEVERAGE) / WINDOW DASH AND DOUBLE DOT LINE B BUSINESS E TYPE FOR PROPERTY LINES, R-1 RESIDENTIAL(HOTELS) BOUNDARY LINES R-2 RESIDENTIAL(TIME SHARE) 4 PLAN NOTE DASHED LINE FOR HIDDEN LINES REFERENCE — — — — —— —— — — — (ABOVE OR BELOW) TYPE OF CONSTRUCTION: I-B ALLOWABLE AREA: UNLIMITED 1 57 DOOR NUMBER BREAK LINE TO BREAK OFF TOTAL EXISTING BUILDING AREA 319,362 S.F. A SEE DOOR INFORMATION'ON A1.0 PARTS OF DRAWINGS W VESTIBULE ADDITION AREA 105 S.F.(SEPARATE PERMIT) PROPOSED BRIDGE AREA 196 S.F.(SEPARATE PERMIT) .j TOTAL PRPOSED AREA 319,663 S.F. Q PROJECT SCOPE SPRINKLERED: YES BUILDING CODE USED: 2009 IBC ACCESSIBILITY CODE ANSI 117.1-2003 M All 0 r SHEET INDEX O"FFICE, en - A1.0 COVER SHEET 9p� CIVIL XXX XXXXXXXXXXXX v XXX %XXXXXX)000.x ARCHITECTURAL VAIL LA A H TEL X A3.1 160 LEVEL FLOOR PLAN(SOUTH) co A32 BRIDGE SITE PLAN W A33 ENLARGED FLOOR PLAN A4.1 SOUTH BUILDING ELEVATION A42 ENLARGED SOUTH BUILDING ELEVAT f ASA BRIDGE DETAILS STRUCTURAL BRIDGE DETAILS W SKI VALET EXTERIOR BRIDGE STRUCTURAL , S9.0 BRIDGE FRAMING PLAN / 510A BRIDGE FRAMING DETAILS 511.0 GENERALNOTES ELECTRICAL XXX XXXXXxX)O(XXX XXX XXX)ODV.)00(X V) DOOR INFORMATION FIRE-RESISTANCE CONSTRUCTION PROJECT DIRECTORY DOOR DOOR DESMPT70N TYPE i-B CONSTRUCTION(TABLE 601,IBC 2009) OWNER CONTRACTOR VAIL PLAZA NUMBER 6 ARAD L VENTURES F L VENTURES HOTEL PRIMARY STRUCTURAL FRAME 2 HR. 1 VILO 6 VAIL ROAD 157 A 3'4 X 7-0'EXTERIOR METAL CLAD DOOR WITH T 970-96aA625 T 9764776 0' 8034 TEMPERED GLAZING.LATCH HARDWARE TO BEARING WALLS CONTACT GREG SPENCER CONTACT:MARK NORRIS ALLOW DOOR TO BE READILY OPERABLE FROM EXTERIOR 2 HR. EGRESS SIDE WITHOUT USE OF KEY OR INTERIOR 2HR. ARCNlTECT 00 RAE ENGINEER A1 . 0 SPECIAL KNOWLEDGE PER IBC 18.1.9. MONROE MoNROE a NEWELL NON-BEARING WALLS a PARTITIONS NA TIMBERS RESORTS P.O.BOX 1597 EXTERIOR 201 MAIN STREET,SUITE 202 70 BENCHMARK ROAD,SUITE 204 CARBONDALE,CO 81623 AVON,CO 81620 NON-BEARING WALLS&PARTITIONS 0 HR. T 970-9634626 T 970.949-7768 INTERK)R F 970-9634616 F 9704494054 FLOOR CONSTRUCTION&SECONDARY MEMBERS 2HR. CONTACT:MARK RUDOLF CONTACT:HANNES SPAEH COVER SHEET ROOF CONSTRUCTION&SECONDARY MEMBERS 1 HR ELECTRICAL ENGINEER CnIL ENGINEER ALPINE ENGINEERING INC. GREENUGHT ENGINEERING 259 CONTINENTAL COURT 08/14/2010 4900 WEST 29TH AVE BRECKENRIDGE.CO 80424 DENVER CO 80212 T 970-45316064 T 303-9554084 CONTACT:JIM MCNEIL CONTACT:TIM FLANAGAN SCALE =a"=1'-0" FF=160.00 —— �Ppp.REGA, 201 Main Street,Ste 202 00 38823 p:970.963.4626 E 970.963.4616 rr r , Q� 9 ti_�'� w .timbersresorts.com PROPOSED METAL - -� ,o• `� l o: EXISTING LOWER LEVEL GRATE AND STEEL BEAM rr'rr O' . •'•C�� EGRESS DRIVEWAY 'SKI VALET BRIDGE'. rrf ,���r�� 6 '`F • RE: STRUCTURAL rr -- PROPOSED rrr-rrr r'r PEAK LAND CONSULTANTS,INC. MINIMUM 1—rr ��❑r 970476-8644 FAX 970-476.8616 _ r� �r 1000 LION'$RIDGE LOOP VAIL,CO 81657 CLEARANCE rrr ��rrl- 7.82' r f 12 r r rrrr-� rr r-�rr rr rrrr-r rrrr EXISTING STONE VENEER '`- " _BEL rrrrr �rrr- _"- 151.53 r r sir_rF T-r VE 7 RETAINING WALL 16 rrr rr STIBU / Q 162 �/ ❑ J THE CONTRACTOR IS TO USE CAUTION 160.02 .22 CL WHEN INSTALLING IMPROVEMENTS IN THIS 160.27 '-- IwI ^^ PLANTER AREA AS FIBER OPTIC CABLE EXISTS AT A DEPTH OF AROUND 6". EXISTING 2'x3' 160.02 COORDINATE WITH THE VAIL PLAZA HOTEL VALLEY INLET, ENGINEERING FOR LOCATIONS. PROPOSED 4" 3 PVC INVERT PROPOSED 4" SOLID, IN = 158.02 RIGID SDR 35 PVC - ❑ O 10.5 L.F. @ 2% SLOPE GRAPHIC SCALE PROPOSED ,2" NYLOPLAST > 5 0 2.5 5 10 IN-LINE AREA PROPOSED 4" PERFORATED W 0 INLET OR EQUAL RIGID SDR 35 PVC ® 1% 7 RIM=160.02 MINIMUM SLOPE L PROPOSED BRIDGE, ACCESS SIDEWALK, INVERT=158.22 ( IN FEET ) 4" PAVING STONES OVER 1-1/2" OF COMPACTED 0 1 inch = 5 ft. SAND AND 3" OF 3000psi CONCRETE SUB-SLAB. Lu 7 � 0 QL. PROPOSED SKI VALET � Q 1. All storm drains and culverts shall be constructed in accordance with X TRENCH BACKFILL OVERLAP EXTERIOR BRIDGE, O the Manufacturers Technical Specifications. ��\\ FINISH GROUND 2. Types of structures refer to the Colorado Department of Transportation \�\\ �\ (SEE PLANS 12° RE: ARCH & STRUCT. c I _ M & S Standards, CDOT Specifications, or are included In the details. ` �/ _ MIN. �� PROPOSED CONCRETE V 3. Peak Land Consultants, Inc. assumes no responsibility for utility / Z -- SEE PLANS FOR SEE locations. It is the Contractor's responsibility to field verify the \ _ PAVING STONES, RE: ARCH location of all utilities prior to commencement of any construction. SCREEN 12° MIN. PROPOSED FINISH PLANS FOR MATERIALS & SPECS. 1-1 2° 4. All drain pipes shall be installed with the required bedding. SURFACE. _ �— ..>—z 5. Elevations shown are at pipe invert unless otherwise shown. \ f — r-_ T COMPACTED 6. All standard storm drain structures are subject to modification by the w - - 0 iSAND BED. VAIL PLAZA Engineer to meet field requirements. \ p o 0 0 0 0 0 0 7. Where any part of the storm drain system is located in a fill section, \ �` STORM �� N FILTER MATERIAL " provide fill material compacted to 95 % AASHTO T99 density from the UNDI tl Du SEWER \ Z (CLASS A) j, Y , HOTEL original undisturbed ground up to structure bottom slabs and pipe SOIL ` PIPE Z S bedding. `ye °w 2.5' MIN., TYPICAL EXISTING B. Contractor to provide non—shrink grout around all pipes connected to �\\\ m 4° PERFORATED , 1 CONCRETE existing or proposed storm drainage inlet structures. RETAINING \\\\\,\\\,\ 9. Inlet boxes to be oversized to accommodate a size where RIGID, SDR 35 PVC i \/. necessary. Provide AASHTO HS-20 truck load rated top slab to \\ \� o UNDERDRAIN PIPE WALL accommodate rate and frame for oversized boxes. SEE PLANS FOR 10. A l Reinforced Concrete Pie Joints shall utilize Type R-4 Rubber \� P yP INVERT ELEVATIONS Cleo Gasket Joints which shall be in accordance with AASHTO M198 and � � '— /.✓/<// // �/� /,/ 3° CONCRETE SUB—SLAB ASTM C443 (standard specs. for joints for circular concrete pipe \ 4° MAX. \,\\ using rubber gaskets) �\ GEOTEXTILE (DRAINAGE) \ WITH MINIMUM 3000psi, 11. Pipe lengths indicated are horizontal lengths measured along the � \� (CLASS B) 28 DAY, CURE STRENGTH. centerline of pipe from inside face of box to inside face of box. i 18° MIN. 08/14/2010 STORM DRAINAGE GENERAL NOTES STORM SEWER PIPE BEDDING 4' PERFORATED SUB—DRAIN SECTION CONCRETE PAVING STONE SIDEWALK SCALE 1 "-5' % s O , p 201 Main Street,Ste 202 p:970.963.4626 f 970.963.4616 —u .timbersresorts com i Sebastian I I ' NORTH KEY PLAN ;� L REAR LOBBY LU rylo m 0 LU BAR -- x W (D 0 0 �- W ®� C L®� J � Q SKI * 1 f CL V) 1 4. I I • • ' �� ' VAI L PLAZA l.: ED HOTEL r% - - - 'I A3 . 1 I FLOOR PLAN LEVEL 160 FLOOR PLAN (SOUTH) 08/14/2010 1/16"= 1'-0" SCALE = 1s"=1'-0" SORTS 4 201 Main Street,Ste 202 � ¢, �r p:970.963.4626£970.963.4616 NORTH STEP a'n .timbersresotts.com Sebaftian NEW EXTERIOR SCONCE FIXTURE - ""� FIN. FLOOR ...._....�....as�� _ - SKI VALET DEMO EXIST.WALL&VENEER FOR ELEV: 160'-0" " 4, 157 DOOR OPENING L - NEW EXIT SIGN KEY PLAN ------- I 4. ❑ I _ I I I I I i BAR EXISTING SNOW-MELTED I I 160 /IL1J PARKING RAMP I I V I I I I m I I � I O PROPOSED BRIDGE I I W I I VESTIBULE EXISTING AREA DRAIN 162 'lot UJI EXISTING SITE WALL lu J ❑ Q EXISTING PLANTER(FLUSH W/ ADJACENT GRADE) ° V) I i 1 � i VAI L PLAZA HOTEL Y A3 . 2 DRAWING KEY ENLARGED FLOOR PLAN ENLARGED y 1/4"= 1'-0" NEW WALLS 161 DOOR TAG FLOOR PLAN GENERAL NOTES EXISTING WALLS 08/14/2010 1. CONTRACTOR TO FIELD VERIFY ALL EXISTING DIMENSIONS. r--------------1 2. AFTER DEMOLITION, CONTRACTOR TO PATCH AND REPAIR AS NECESSARY. ---------------i DEMO WALLS SCALE = 41"=1'-0" t ®� cala S®PIT S CO 201 Main Street,Ste 202 K p:970.963.4626£970.963.4616 *' www.timbersresorts.com — . - — - Al Seba rt ion FIN. FLOOR ELEV: 210'-0" : FIN. FLOOR ELEV: 200'-0" ,Wn V 0 FIN. FLOOR ELEV: 190'-0" 0 Lu X Lij — . — . — . — . — . — — . — . — . _ FIN. FLOOR �-- ELEV: 180'-0" W J 4. FIN. FLOOR — — — ELEV: 170'-0" VA I L PLAZA I,im � HOTEL ... -- . — . . — . — . — . — . - - - i . — . _ . _ . — — . — . — . — . — . — . — . — . FIN. FLOOR A4 . 1 _ _ _ _ _ _ _ _ - - ELEV: 160'-0" � - J (SCOPE OF NEW WORK) SOUTH BLDG. ELEVATION 1 SOUTH BUILDING ELEVATION 08/14/2010 1/8"= 1'-0" SCALE=e"=1'-0" 970.963.4626 SORTS 201 Main Street,Ste 202 p: f.970.963.4616 rsresorts.com 2 ol p §ebart ian L H EXISTING DRY-STACK STONE VENEER uj Vi NEW DOOR LINTEL TO 0 MATCH EXISTING ()f cozo LLJ 6" co 0 X R NEW EXTERIOR SCONCE cy> uj LIGHT TO MATCH TYPICAL EXISTING BUILDING LIGHTS Lu Aplo =r EXISTING SANDSTONE COURSED ASHLAR VENEER — - — - — - . . . . . . . . . . . . . . . . . . . . . . . . FIN. FLOOR VAIL PLAZA ELEV: 160'-0" NEW EXTERIOR DOOR TO MATCH HOTEL EXISTING TYPICAL BUILDING EXTERIOR DOOR DRAWING KEY. A4 . 2 OT ENLARGED BLDG. TEMPERED GLAZING ELEVATION ENLARGED SOUTH BUILDING ELEV. 08/14/2010 1/4" = 1'-0" SCALE=-1"=1'-0" 4 SORTS NOTE:ALL EXPOSED METAL WORK INCLUDING 201 Main Street,Ste 202 p:970.963.4626 f.970.963.4616 HANDRAIL, STRUSTURAL STEEL AND GRATE ww,.timbe sre ortsxom DECKING TO BE A MATTE BLACK FINISH TO MATCH EXISTING BUILDING METALWORK. THE Sebart ian EXISTING SITE WALL BEYOND GUARDRAIL CAP TO MATCH EXISITING BUILDING TYPICAL GUARDRAIL T.O. RAILING ELEV: 163'-6" GUARDRAIL BETWEEN POSTS TO MATCH EXISITING BUILDING TYPICAL GUARDRAIL EXISTING SIDEWALK W STL. POST-SEE STRUCT. V' MAINTAIN LESS THAN 4" SPACING EXISTING PAVERS TO AT ALL RAILING MEMBERS AND CONT. INTO NEW WALL ADJACENT WALLS& FLOORS m OPENING STL. GRATE DECKING- MUST MEET O ACCESSIBILITY REQ'S. -SEE SPECS. _ lo� T.O. BRIDGE DECK W ELEV: 160'-0" F— X d a. W v STL. BEAM-SEE STRUCT. W v J EXISTING PARKING RAMP o a v EXIST. FNDN. WALL AND STONE VENEER. a ® " VAI L PLAZA HOTEL SECTION @ SITEWALL K 1/2"= ,'-0" A5 . 1 �--._. BRIDGE - DETAILS 08/14/2010 SCALE=2 s®��s 201 Main Street,Ste 202 p:970.963.4626 E 970.963.4616 —.wnbersresorts.com NOTE: ALL EXPOSED METAL WORK INCLUDING HANDRAIL, STRUSTURAL STEEL AND GRATE S e b a s t i a n DECKING TO BE A MATTE BLACK FINISH TO ■t •--•- `• MATCH EXISTING BUILDING METALWORK. 5'-72" EXISTING BUILDING WALL GUARDRAIL CAP TO MATCH EXISITING BUILDING TYPICAL 5'-6" GUARDRAIL T.O. RAILING _ _ _ _ _ ELEV: 163'-6" — - - — — — — — - - — - — W GUARDRAIL BETWEEN V POSTS TO MATCH Q EXISITING BUILDING _ TYPICAL GUARDRAIL EXISTING STONE VENEER m STL. GRATE DECKING _O w 13 U-i y T.O. BRIDGE DECK co ELEV: 160'-0" _ ✓1'�f W STEEL POST (SEE STRUCT.) STEEL PLATE-TYP. BOTH SIDES STL. BEAMS-SEE STRUCT. C VAI L PLAZA z 2'-7° 2'-7° AQ' HOTEL co R EXISTING PARKING RAMP IF A5 . 2 CROSS-SECTION BLDG. WALL `� � BRIDGE 1 1/2"= 1'-01, AR DETAILS 08/14/2010 SCALE =2"=1'-0" I � II TOP OF META 2 GRATE ELEVATION '-5 510 6 115q " I TOP OF I CONCRETE - - - - - - - - - - - - - - - - - - - - EXISTING STEEL 7(5D COLUMN m EX15TINO CONCRETE 1 112" METAL GRATE FOUNDAT ON WALL EXISTING CONCRETE x x x FOUNDAT ON WALL El — I I 2 TOP OF METAL GRATE ELEVATION j 510 = 160'-3 3/4" I I NOTE: FIREPROOFING AND WATERPROOFING RE: ARCH. no REG sP. s00% e3 10 11 12 �;= 25 9 =� .T. J Monroe & Newell VAIL PLAZA HOTEL SKI VALET EXTERIOR BRIDGE TITLE: BRIDGE FRAMING PLAN Engineers,Inc. VAIL.,CO. P.O.Box 1597 DATE:08/16/10 C • 70 Benchmark Road,Suite 204 J Avon,Colorado 81620 A (970)949-7768 NO.#8194 SCALE:3/4"/FT. DRAWN BY:AVN FAX(970)949-4054 EMAIL FAX ',, II O II II II II II I I EXISTING STONE CD cl L3 11-2X3 I/-2X3/,D X 4" i VENEER I I/2" METAL GRATE WITH 3/4" m X 6" EPDXY (1/8" BARS AT 2") ANCHOR EACH SIDE OF i i HSS 2 � /4 XX1 I/4 CENTER BEAM AND ONE i RAILING POST 3 SIDES SIDE EACH EDGE BEAM I I AT 4'-0" cl II SLOPE I I I I I/4" X I I12" O CONTINUOUS STEEL PLATE III=III- i i 1 1/2" METAL 11=III- I I GRATE (1/8" BARS O III_ AT 2" SPACING) I/4 11=' II W6X16 BRIDGE 2 SIDES BEAMS I I A 1/1 1 R I T-F-F-F-F-rT -T7rT-F-f7F777E ff 0 a II II L 3 112X3 112X318 X WITH 3/4" (P X 6" EPDXY I I ANCHOR EACH BRIDGE II BEAM I I _�„ 2,_�„ II II i EXISTING FOUNDATION NEW W6 STEEL BRIRI DGE WALL WITH EXISTING BEAM STONE VENEER E C T I Oa I 2 BETPq EN I/2" SPACE II�`Il BETWEEN NEW STEEL FRAMING AND EXISTING STONE VENEER 3/4" = 1'-0" AT EDGE OF BRIDGE & CT f ON 1 3/4" = 1'-0" no REr�/ST bi 25 9 . . �40 Monroe & Newell VAIL PLAZA HOTEL SKI VALET EXTERIOR BRIDGE TITLE: BRIDGE FRAMING DETAILS Engineers,Inc. VAIL,CO. P.O.Box 1597 DATE:08/16/10 70 Benchmark Road,Suite 204 S J • Avon,Colorado 81620 (970)949-7768 FAX(970)949-4054 NO.#8194 SCALE:3/4"/Fr. DRAWN BY:AVN EMAIL avon@momoe-newell.com N. GENERAL NOTES 1.LIVE LOADS USED IN DESIGN: A.ROOF 80 PSF B.ROOF SLOPE LESS<4:12 100 PSF C.POOL DECK 100 PSF D.PUBLIC SPACES 100 PSF E.IMPORTANCE FACTORS CATEGORY I SEISMIC FACTOR IE I SNOW FACTOR IS I WIND FACTOR IW I F.WIND 3 SECOND GUST 90 MPH FASTEST MILE 85 MPH EXPOSURE B G.LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. H.CODE USED IN DESIGN:INTERNATIONAL BUILDING CODE,2009 EDITION. 2.DEFERRED SUBMITTAL A.DEFERRED SUBMITTALS PER SECTION 1063.4.1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B.DEFERRED SUBMITTALS ARE: 1.STEEL SHOP DRAWINGS 2.CONCRETE MIX DESIGN 3.TESTING,INSPECTIONS AND OBSERVATIONS: A.THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION;SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS"SPECIAL INSPECTIONS"AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B.THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL.. 1.SOIL PREPARATION s.EARTHWORK EXCAVATION,PLACEMENT AND COMPACTION OF FILL AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE WITH THE APPROVED REPORT. 2.CONCRETE CONSTRUCTION a.PERIODIC INSPECTION OF REINFORCING STEEL,INCLUDING PRESTRESSING TENDONS AND PLACEMENT. b.PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MUL c.CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMENS FOR STRENGTH TESTS,PERFORM SLUMP AND AIR CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE. d.CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRET I PLACEMENT FOR PROPER APPLICATION TECHNIQUES. e.PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. 3.STEEL CONSTRUCTION a.ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1.WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b.THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS,PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK;PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS;AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1.SINGLE PASS FR r ET WELDS NOT EXCEEDING 5/16"IN SIZE. 2.FLOOR AND ROOF DECK WELDING. 3,WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS. 4.WELDING OF STAIRS AND RAILING SYSTEMS. c.VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. IL PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH AS BRACING,STIFFENING,MEMBER LOCATIONS AND PROPER APPLICATION OF JOINT DETAILS AT EACH CONNECTION. c.VERIFY STRUCTURAL STEEL MATERIAL.CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. f.PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS,NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. g.CONTINUOUS INSPECTION OF SLIP-CRITICAL CONNECTION WITH HIGH STRENGTH BOLTS.PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. 1.WHILE THE WORK IS IN PROGRESS,THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE REQUIRE1MENTS FOR BOLTS,NUTS,WASHERS AND PAINT,BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET.FOR JOINTS REQUIRED TO BE TIGHTENED ONLY TO THE SNUG-TIGHT CONDITION,THE SPECIAL INSPECTOR NEED ONLY VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED. 4.MASONRY CONSTRUCTION a.THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY IN NON- ESSENTIAL FACU LTIFS SHALL BE AS FOLLOWS: 1.FROM TIME BEGINNING OF MASONRY CONSTRUCTION,THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a.PROPORTIONS OF SITE-PREPARED MORTAR,GROUT AND PRESTRESSING GROUT FOR BONDED TENDONS. (PERIODICALLY) b.PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS.(PERIODICALLY) c.GROUT SPACE PRIOR TO GROUTING.(CONTINUOUSLY) ,L PLACEMENT OF GROUT.(CONTINUOUSLY) 2.THE INSPECTION PROGRAM SHALL VERIFY: a SIZE AND LOCATION OF STRUCTURAL EI EME NTS.(PERIODICALLY) b.SPECIFIED SIZE,GRADE AND TYPE OF REINFORCEMENT.(PERIODICALLY) c.PROTECTION OF MASONRY DURING COLD WEATHER(TEMPERATURE BELOW 40 DEGREES F)OR HOT WEATHER(TEMPERATURE ABOVE 90 DEGREES F).(PERIODICALLY) 3.PREPARATION OF ANY REQUIRED GROUT SPECIMENS,MORTAR SPECIMENS AND/OR PRISMS SHALL BE OBSERVED.(CONTINUOUSLY) 4.COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED.(PERIODICALLY) ENF0.1il-7V M 6L`F7 A.THE ALLOWABLE SOIL BEARING PRESSURE USED IN DESIGN IS 2000 PSF.THE CONTRACTOR SHALL FOLLOW ALL REQUIRffivB34TS NOTED IN THE SOILS REPORT BY HEPWORTH PAWLAK GEOTECHNICAL,INC.,JOB NUMBER 110112A,DATED MAY 17, 2010.11111 SOILS ENGINEER SHALL INSPECT THE FOUNDATION EXCAVATION AND THE INSTALLATION OF FILL.SOILS ENGINEER SHALL VERIFY IN WRITING THE ACTUAL SOILS CAPACITY IS EQUAL TO OR GREATER THAN 2000 PSP. B.ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED.EXACT SEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48"BELOW EXTERIOR GRADE. C.ALL FOOTINGS ARE TO BE PLACED ON FIRM,UNDISTURBED,NATURAL SOIL OR PROPERLY COMPACTED BACKFEL,APPROVED BY THE SOILS ENGINEER.SOILS ENGINEER SHALL DETERMINE REQUIRED FILL MATERIAL.AND COMPACTION REQUIREMENTS. D.CONTRACTOR SHALL BACKFII L.EQUALLY ON EACH SIDE OF FOUNDATION WAILS IN VERTICAL LIFTS AS RECOMMENDED IN THE SOILS REPORT.REFER TO SOILS REPORT FOR BACKFIIL MATERIAL. E.CONTRACTOR TO PROVIDE,AT HIS E}IpENSE,FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS. F.NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FELL OR CONCRETE. G.FOR SOIL DRAINAGE REQUIREMENTS REFER TO SOILS REPORT AND CIVIL DRAWINGS. 5. SLAB ON GRADE A.THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE.THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECM41CAL ENGINEER. B.MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE STRUCTURE.ISOLATION DETAILS FOR WAILS,PIPING AND OTHER ITEMS MAY BE REQUIRED.REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE STRUCTURE. 6.CONCRETE A.ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE VII PORTLAND CEMENT, STONE AOGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM FC MIX TYPE MAX W/C RATIO %AIR REQ. STAINLESS STEEL SPA FOUNDATION WALLS 4000 psi STD -- --- SHOT'CRETE FOR POOL WAILS AND FLOOR 4000 psi STD 0.50 SLABS ON METAL DECK 4000 psi STD 0.50 EXTERIOR CONCRETE(-) 4500 psi STD 0.45 6%-8% -MAXIMUM SLUMP SHALL NOT EXCEED 4" B.CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE.JOINTS SHALL BE SPACED 10 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16' WIDE WITHIN 12 HOURS AFTER POURING.CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. C.SLABS,TOPPING,FOOTINGS,BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE.ANY STOP IN CONCRETE WORK MUST BE MADE AT THUD POINT OF SPAN WITH VERTICAL BLn YHRAnc AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN.ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. D.ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE WITH ACT BUILDING CODE 318 LATEST EDITION,UNLESS NOTED OTHERWISE.USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE.ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER A.ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM A615,GRADE 60 EXCEPT TIES,STIRRUPS AND PLATE ANCHORS WHICH SHALL BE DEFORMED BARS,ASTM DESIGNATION A615,GRADE 40 OR ASTM A706 GRADE 60. B.WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C.REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1.CONCRETE POURED AGAINST EARTH 3" 2.CONCRETE POURED IN FORMS(EXPOSED TO WEATHER OR EARTH)2" 3.SHOTCRETE FOR POOL(INCLUDING TIE BARS) 4.SLABS AND WALLS(NOT EXPOSED TO WEATHER) 3/4" D.REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5,7.6 AND 7.7 OF ACI 318,LATEST EDITION. E.NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER LAP SPLICES,WHERE PERMITTED,SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR#6 BARS AND SMALLER UNLESS NOTED OTHERWISE.MAKE ALL BARS CONTINUOUS AROUND CORNERS. F.PLACE TWO#5(PER 8"THICKNESS)WITH 2'-0"PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS,SLABS,AND BEAMS.ALSO PROVIDE TWO#5 X 4'-0"DIAGONALLY AT EACH CORNER. 8.MASONRY A.ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B.CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90,GRADE N.BRICK SHALL FULFILL ASTM C62,C216 OR C652.MORTAR SHALL BE ASTM 0270 TYPE S OR M. C.MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE STRENGTH OF Fm OF 1500 PSI BASED ON GROSS AREA. D.ALL CMU WALLS REQUIRE A MINIMUM OF 245 IN BOND BEAM AT TOP. E.FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WITH ASTM 0476 GROUT. 9.STRUCTURAL STEEL A.ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS G.WATERPROOFING,VAPOR BARRIERS,WATERSTOP,ETC.,SHALL BE AS SHOWN ON THE WHICH SHALL CONFORM TO ASTM 992,(50 KSI)AND EXCEPT PIPE COLUMNS WHICH ARCIBTF,CT URAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500,GRADE B,LATEST EDITIONS.STEEL SUPPLIER MAY PROVIDE ASTM A572,GRADE 50 AT HIS OPTION. H.ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. B.ALL STRUC'T'URAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION.ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C.STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC"MANUAL OF STEEL CONSTRUCTION." D.EXCEPT WHERE DETAILED OTHERME,FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC"MANUAL OF STEEL CONSTRUCTION"(ASD),TABLE 11-A AND/OR AISC "SIMPLE SHEAR CONNECTION MANUAL"WITH A325 N BOLTS(OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS.WHEN LOADS ARE NOT SHOWN,SELECT CONNECTION TO SUPPORT 60%THE TOTAL UNIFORM LOAD CAPACITY PER AISC"MANUAL OF STEEL CONSTRUCTION"FOR EACH GIVEN BEAM AND SPAN. E.ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS-DI.I. F.MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16"CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G.PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL EREC'T'ION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND/OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL. SYSTEMS AND DECKS ARE IN PLACE. 10.METAL DECK A.UNLESS NOTED OTHERWISE,DECK SHALL BE SHOP-PAINTED STEEL,SHALL BE OF THE TYPE CALLED En FOR ON THE FRAMING PLANS AND SHALL BE TWO SPAN MINIUM WHERE POSSIBLE.SINGLE SPAN DECK CONDITIONS SHALL BE SHORED.DECK SUPPLIER SHALL VERIFY COMPATIBILITY OF HIS DECK FINISH WITH FIRE PROOFING REQUIREMENTS. B.DECKING SHALL BE INSTALLED L ED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS EXCEPT AS NOTED OTHERWISE. C.WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS. 1.ATTACH ROOF DECK TO SUPPORT BEAMS,STEEL JOISTS OR PLATES WITH 5/8" PUDDLE WELDS AT 6"(7 WELDS PER SHEET MINIMUM). 2.LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS(SIDELAPS)SHALL BE WELDED PER MANUFACTURER RECOMMENDATIONS AT 3 LOCATIONS PER SPAN. 3.ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL.TO DECK WITH 5/8" DTA*rt'TER PUDDLE WELDS AT 12"ON CENTER. 4.ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH 5/8"DIAMETER PUDDLE WELD.PROVIDE WELD WASHERS AS REQUIRED. 5.LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE FASTENED TOGETHER AT 36"MAXIMUM SPACING WITH 518"DIAMETER PUDDLE WELDS.FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT 12"ON CENTER. 6.IMEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS THROUGH DECK. 11.LIGHT GAGE FRAMING A.LIGHT-GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE DRAWINGS. B.FRAMING ROILED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570, LATEST EDITION,WITH A MINIMUM YIELD STRESS OF 33,000 PSI. C.FRAMING ROILED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, LATEST EDITION,WITH A MINIMUM YIELD STRESS OF 50,000 PSI. D.AIL WORK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR LIGHT GAGE METAL FRAMING. 12.NON-SHRINK GROUT A.NON-SHRINK GROUT SHALL BE PROVIDED: 1.BETWEEN COLUMN BASES AND CONCRETE SUPPORTS. 2.BETWEEN BRAM BEARING PLATES AND CONCRETE SUPPORTS. 3.GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 13.NON-STRUCTURAL ELEMENTS A.EI.EMETrIC SUCH AS NON-BEARING PARTITIONS,ETC.ATTACHED TO AND/OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B.FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS.STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 14.GENERAL A.ENGINEER'S ACCEPTANCE MIDST BE SECURED FOR AIL STRUCTURAL SUBSTITUTTONS. B.VERIFY ALL OPENINGS THROUGH FLOORS,ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS.VERIFICATION OF LOCATIONS,S]ZES,LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C.PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE,ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED.UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL.AND STRUCTURAL DRAWINGS,RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS,CONNECTIONS,ETC.,REQUIRED FOR INSTALLATION OF HIS ITEMS. D.PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHIIE.CTURAL, MECHANICAL,ELECTRICAL AND STRUCTURAL DRAWINGS.MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR STEEL SHALL FULFILL.FILL ASTM A36. E.PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F.SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL STEEL AND METAL DECK.THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WELL BE ENTIRELY AT THE RISK OF THE I.ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. J.CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS.IF CONDITIONS ARE DIFFERENT THAN ASSUMED,NOTIFY ENGINEER Monroe & Newell VAIL PLAZA HOTEL SKI VALET EXTERIOR BRIDGE TITLE: BRIDGE FRAMING DETA M Engineers,Inc. VAIL,CO. P.O.Box 1597 DATE:08/16/10 C 70 Benchmark Road,Suite 204 J • Avon,Colorado 81620 970 949-7768 FAX(970)949-4054 NO.#8194 SCALE:1 1/2"/FT. DRAWN BY:AVN EMAIL avon@monroe-newell.com C 1 PANEL: EH1 o FED FROM: 100A ATS-1 VOLTAGE 480/277 PANEL NOTES: DESCRIPTION KEY'(X)': O LOCATION: ELEC ROOM PHASE 3 LOADS ARE ESTIMATED (E)=EXISTING CB AND LOAD PANEL " AIC: 14k WRE 4 (N)=NEW CB AND LOAD v ° ENCLOSURE NENIA 1 BUS AfvPACITY: 100A (M)=MODIFIED LOAD ON EXISTING CB ELI ' s -a MOUNTING: SURFACE TERMINATION: 100A MLO (R)=LOAD REMOVED,CB BECOMES SPARE 0 3 SEE BELOW FOR LOAD TYPE w 3 � 3 CKT LOAD CKT BREAKER CKT BREAKER LOAD CKT °NO DESCRIPTION NOTE VA TYPE P �2�( HASE A P TYPE VA NOTE DESCRIPTION NO 1 EM LTG LEVEL 160(E) 2000 L 1 A 20 1 L 2000 EM LTG LEVEL 180(E) 2 3 EM LTG EXTERIOR S4(M) 2045 L 1 B 20 1 SPARE 4 5 EM LTG LEVEL 160(M) 2003 L 1 C 20 1 L 2000 EM LTG LEVEL 180(E) 6 ijf a°r\ m 7 EM LTG LEVEL 170(E) 2000 L 1 20 A 20 1 L 2000 EM LTG LEVEL 180(E) 8 9 SPACE - - B 20 1 L 1000 EM LTG CORRIDOR(E) 10 15 KVA `\ 11 SPACE - - C 20 1 L 1000 EM LTG COURTYARD(E) 12 13 SPACE - - A 20 1 L 1000 EM LTG EGRESS(E) 14 15 SPACE - - B 20 1 L 1000 EXIT STAIR#1(E) 16 17 SPACE - - C 20 1 SPARE 18 19 PANEL EH3(E) 5000 L 3 60 A 20 1 L 2000 EM LTG PREFUNCTION(E) 20 PANEL 21 ! 5000 L / / B 20 1 SPARE 22 EH 1 23 / 5000 L / / C 20 1 SPARE 24 25 PANEL EL1 VIA XFMR(E) 3 25 A 20 1 SPARE 26 27 / / / B 20 1 SPARE 28 j 29 / / / C 20 1 SPARE 30 31 SPACE - - A - - SPACE 32 2 o 33 SPACE - - B - - SPACE 34 TO GENERATOR w <� 35 SPACE - - C - - SPACE 36 w 5 e 37 SPACE - - A - - SPACE 38 SOURCE ATS-1 ago° O vu� 39 SPACE - - B - - SPACE 40 Z 3 P W o>m3 41 SPACE - - C - - SPACE 42 kVA moo^s SUB-FED LOAD PHASE L R H M MLRG CM K S N EL 10OA/3P PANEL EL1 VIA 15 KVA XFMR A 1.0 0.4 0.0 1.4 0.7 0.0 0.0 1.9 0.0 0.0 B 1.2 0.0 0.0 0.0 0.0 0.0 0.0 2.0 0.0 0.0 C 1.9 0.0 0.0 0.7 0.0 0.0 0.0 t.8 0.0 0.0 - SWITCHBOARD SB2: 4000A, 480Y/277V NEC LOAD CALCULATIONS CONNECTED(kVA) DEMAND(kVA) LOADTYPE A B I C TOTAL FACTORI A B C TOTAL NOTE: ALL EQUIPMENT SHOWN IS EXISTING TO REMAIN. LIGHTING(TYPE"L") 17.0 10.2 11.9 39.1 1.25 21.3 12.8 14.9 48.9 RECEPTACLE(TYPE"R') 0.4 0.0 0.0 0.4 1.00 0.4 0.0 0.0 0.4 N RECEPT LOAD>10kVA 0.50 0.0 0.0. 0.0 0.0 PARTIAL 1 -LINE DIAGRAM Lu HVAC(TYPE"H') 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 1 MOTORS(TYPE"M') 1.4 0.0 0.7 2.1 1.00 1.4 0.0 0.7 2.1 1 NOT TO SCALE N o CONTINWUSMOTOR(TYPE"CM') 0.0 0.0 0.0 0.0 1.25 0.0 0.0 0.0 0.0 V KITCHEN LOADS(TYPE"K") 0.0 0.0 0.0 0.0 0.65 0.0 0.0 0.0 0.0 w (2 ru w NON-CONTINUOUS LOADS(TYPE"N') 1.9 2.0 1.8 5.7 1.00 1.9 2.0 1.8 5.7 NONCOINCIDENTAL(TYPE"NC-) 0.0 0.0 0.0 0.0 0.00 0.0 0.0 0.0 0.0 to of Q W Ln M ELEVATORS(TYPE"EL") 0.0 0.0 0.0 0.0 1.00 0.0 0.0 0.0 0.0 co Z O LARGEST MOTOR 0.7 0.0 0.0 0.7 0.25 0.2 0.0 0.0 0.2 m d' TOTAL DEMAND(kVA) 24.9 14.8 17.4 57.3 V SPARE(kVA) 2.8 12.9 1 10.3 25.9 p TOTAL(A/PH) 89.9 53.5 62.7 68.9 _ N SPARE(A/PH) 10.1 46.5 37.3 2 PANEL SCHEDULE � J Lu W o O m J w ¢ ^^o Q m w ° z SKI VALET EXTERIOR BRIDGE LUMI NAI RE SCHEDULE N O f- J TYPE MOUNTING DESCRIPTION MANUFACTURER/ ALTERNATE LAMPS WATTS/ LOCATION NOTES J W w CATALOG# QUANTITY TYPE VOLTAGE d w > S4 BOTTOM OF EXTERIOR(WET LOCATION LISTED)WALL WE-EF ROXXY NONE 1 39W 45W EXTERIOR AT 1 J LUMINAIRE SCONCE TO MATCH EXISTING (LUMINAIRE IS METAL HALIDE 277V NEW DOOR Q j AT+5'6"AFF EXISTING/OLD (FIELD VERIFY) _ > Y STOCK FROM �O� v1 X ABOVE NEW LED EDGE-LIT EXITSIGN TO MATCH EXISTING (O MATCH EXISTING IN N/A 1 LED 3W INTERIOR AT 1 0®® DOOR BUILDING) (INCLUDED) 277/120V NEW DOOR RnISIONS: R R NOTES: S 1.ALL LUMINAIRES SHALL BE UL LISTED. SCALE: ASSHOWN 1, OAF•��•.•••N� �\� ORIGINAL ISSUE DATE: AUGUST 18,2010 LUMINAIRE SCHEDULE `ssroNA�E� GLE PROJECT NO GU 1051 ELECTRICAL SCHEDULES SC HEDULES AND 1-LINE DIAGRAM E1 .0 o EH1-5 e _ o 0 ti c6 o ` > o X 0 ¢ � 0 3 w 3 c— N� _r 'O N S4 0 (E) S4-- - - - i j •[^�U E 1-3 J Z o I Ww a� Z�m = O „oN W 3 a P 3 S4 °°y3 0 N O N N o - - - - - - / (E) S4 O o ccf w N W J o � Q °o W Ln Z ---- o 00 z O cc ELECTRICAL PLAN SCA L E /4" = 1 '-0" w o O m = J o KEYED NOTES: w < QoW & m Q ::E X o a O1 INTERCEPT EXISTING 20A/1P CIRCUIT BETWEEN EXTERIOR TYPE S4 LUMINAIRES, AND RE-ROUTE CIRCUIT TO NEW S4 LUMINAIRE AT NEW ENTRANCE TO SKI .__I w w otf VALET. 0- w J LOCATE NEW EXIT LUMINAIRE OVER NEW EXTERIOR DOOR AT SKI VALET. CONNECT TO EXISTING EMERGENCY CIRCUIT IN THE AREA. INTERIOR WORK IN N REMODELED SKI VALET AREA SHALL BE UNDER SEPARATE PERMIT (ENGINEERED DRAWINGS FORTHCOMING). Oho p REVISIONS: GENERAL NOTES: ' S = Z 1. FIELD VERIFY ACTUAL CIRCUIT NUMBERS. CIRCUIT NUMBERS SHOWN ARE BASED UPON EXISTING AS-BUILT DRAWINGS PROVIDED TO ENGINEER. ��O/yI�° 1 F7 SCALE: ASSN N ORIGINALISSUE DATE: AUGUST 18,2010 •8/00.... GU PROIECTNO: GLE-1051 IYALEN� ELECTRICAL PLAN E2.0 December 9, 2010 Subject: Summary of Structural Steel Observations, Vail Plaza Hotel Improvements,Vail, Colorado Job Number: 10-6596 TOV Permit Number: B 10 0256 Vail Plaza Hotel 16 Vail Road Vail, Colorado 81657 Attn: Mr. Scott Parks, This letter summarizes the special inspections GROUND Engineering Consultants, Inc. (GROUND) performed during the construction of the Black Tie Ski Bridge at the Vail Plaza Hotel, located in Vail, Colorado. The observations were performed at times scheduled by the Client, Contractor and/or Subcontractors. The structural steel welded and/or bolted connections for the Black Tie Ski Bridge were observed during construction by a certified welding inspector (CWI). These observations were completed on October 1, 2010 as scheduled by the Client, Contractor or Subcontractor. Based on our observations on this date and the documentation received from the Contractor, it Is our opinion that the materials tested and/or observed for the structural steel addition were in general accordance with project plans, 41S specifications, or applicable RFI's. • The observations and materials testing as indicated above were performed periodically to provide data ' to the Owner, Contractor and Subcontractors to assist them in evaluating the general compliance of the tested materials and/or work with the contract documents at the times of our observation and testing.We did not supervise, direct or have any control over any of the Contractor's or Subcontractor's work. We were not responsible for the Contractor's or Subcontractor's scheduling of our services, means, methods, procedures, techniques, or sequences of construction, nor responsible for ensuring that any Contractor or Subcontractor performed or completed the work In accordance with the contract documents or construction industry standards. If you have any questions concerning this letter, please contact our office. Sincerely, << t GROUND Engineerin Consultants, Inc. Evan E. Kuhn Reviewed by Michael K.Wariner, P.E. GROUND ENGINEERING CONSULTRNTS INC. 101AAIrpark Dr., Unit 9,PO Box 464,Gypsum,CO 81637 Phone(970)524-0720 Fax(970)524-0721 www.groundeng.com Office Locations: Englewood a Commerce City a Loveland Granby 0 Gypsum 1 TOWN OF W. FINAL REPORT OF SPECIAL INSPECTIONS project: Vail Plaza Hotel Improvements Permit Number: B 10 0256 Project Location: :6 Vail Road; Black Tie Ski Bridge Owner Vail Plaza Hotel Address 16 Vail Road City: Vail Zip: 81657 Design Professional In Charge:GROUND Ezgr Consultants, lac. (Special Inspectors) Address:PO Box 464; 101A Airpark Drive #9 City: Gypsum State: c0 Zip: 81637 Phone: 970-524-0720 Fax: 970-524-0721 E-mail: M"4keWSGrouadeag.com To the best of my information, knowledge, and belief, the special inspections and/or testing required for this project, have been completed in accordance with the contract documents. Interim reports submitted prior to this Final Report of Special Inspections form a basis for, and are to be considered an integral part of this final report. Any discrepancies that were noted in all interim reports have been corrected. RE Prepared y: or rint Name `- �" '• Signature u I Date Preparer's Seal and Signature Required -12- SEBASTIAN HOTEL - PROJECT INSPECTION SCHEDULE FRONT VESTIBULE faLo 1211412010 RESTROOMS �k-SV 'v4�2 2/15/2010 Submit Ground Eng-Special Insp 12/10/2010 Mechanical Rough 12/13/2010 Framing Inspection 12/13/2010 Complete Fan duct install 12/13/2010 Open up 4 areas 12/13/2010 Mechanical Final 12/14/2010 Get Electrical Rough/Final 12/7/2010 Electrical Final 12/14/2010 Receive Planning/DRB Final 12/6/2010 Plumbing Final 12/14/2010 Bldg Final 12/14/2010 Fire Protection Needed? 12/10/2010 Fire Alarm Final 12/13/2010 FIREPLACE 03162 12/9/2010 Bldg Final 12/15/2010 Submit Ground Eng Report 12/10/2010 ,�Sw-0�(d Elec Final 12/14/2010 SKI VALET BRIDGE Pr 12/14/2010 Plumb Final 1211012010 Submit Ground Eng Special Insp 12/10/2010 Bldg Final 12/9/2010 Planning/DRB Inspection 12/15/2010 Fire Final 12/16/2010 LIBRARY 03 b( 12/15/2010 Bldg Final 12/14/2010 Electrical Final 12/2/2010 ( �Q -DYi ( Sprinkler Final 12/8/2010 REAR VESTIBULE 12/17/2010 Fire Alarm Final 12/14/2010 Install Doors 12/9/2010 Change Atrium Heats to Smokes 12/15/2010 Tie doors into FA Panel Bldg Final 12/15/2010 Insulation Inspection 12/14/2010 Sheetrock Inspection 12/15/2010 FROST BAR 12/17/2010 Special Inspection 12/14/2010 Submit Ground Eng Report 12/10/2010 Planning/DRB Inspection 12/16/2010 Sheetrock Inspection 12/13/2010 Electrical Final 12/14/2010 Complete ALL fire stopping 12/10/2010 Mechanical Final 12/14/2010 Mechanical Final 12/14/2010 FA Final 12/15/2010 Electrical Final 12/16/2010 Sprinkler Final 12/15/2010 Plumbing Final 12/14/2010 Bldg Final 12/17/2010 Sprinkler Final 12/14/2010 Fire Alarm Final 12/15/2010 BLOCK 16 f(&�- (U 12/17/2010 Change Heats to smokes 12/15/2010 Framing Inspection 12/8/2010 Smoke Control Final 12/16/2010 Wine Tower Submittal 12/10/2010 Bldg Final 12/17/2010 Mech Rough/Final 12/16/2010 Electrical Final 12/16/2010 SMOKE CONTROL PR-5 i0 _ 6`-� 12/16/2010 Plumbing Rough 12/13/2010 Atrium Curtain Doors Tied into FA Pi 12/10/2010 Plumbing Final 12/15/2010 Rear Vestibule Doors installed 12/13/2010 Sprinkler Final 12/15/2010 RV Doors tied into FA Panel 12/14/2010 Fire Alarm Final 12/15/2010 Change Heats to Smokes 12/10/2010 Bldg Final 12/17/2010 Internal Testing 12/14/2010 TOV Test 12/16/2010 BLACK TIE 1)FS Bldg Permt Submit 12/10/2010 Elec Final Bldg Final rev 1 addresc PO Box io61 Avon, CO 8162o � phone 970.331.1732 0 TRANSMITTAL email info@gouldingadvisors.com web www.gouldingadvisors.com A D V 1 5 0 R PROJECT: S i=.G�l�� � �� PROJECT NO. REFERENCE NO: DATE: TO: j O (�C>�L�=,cJ(� CGS IF ENCLOSURES ARE NOT AS NOTED, PLEASE INFORM US IMMEDIATELY. ATTN: IF CHECKED BELOW,PLEASE: ( )ACKNOWLEDGE RECEIPT OF ENCLOSURES ( )RETURN ENCLOSURES TO US. WE TRANSMIT: X HEREWITH ( ) IN ACCORDANCE WITH YOUR REQUEST ( ) UNDER SEPARATE COVER VIA FOR YOUR: APPROVAL ( ) DISTRIBUTION TO PARTIES ( ) INFORMATION ( ) REVIEW&COMMENT RECORDS USE ( ) THE FOLLOWING: ( ) DRAWINGS ( ) SHOP DRAWING PRINTS ( ) PRODUCT INFO ( ) SPECIFICATIONS ( ) SHOP DRAWING REPRODUCTIONS ( ) SAMPLES ( ) CHANGE ORDER 44 SpCC��LSP�� �dNS COPIES DATE REV.NO. DESCRIPTION ACTION CODE If_ I.to LS 10 — cr L.-r m [ /z.1.to 7310 61159, e5­1 if L- V— [ IL•4,ro 'l3!v -C, IgT 3, GXpV•-c> e�'-(r r /Z.4./o ./o C9 ( t Z .4.10 19/v - 02 SG �3,/o C3lU 6-e-q 4 r,¢ou.r� TJ 4 /77t-- Nei ST/.r'IJ�D [ I Z.. /O.r o Ma - o ZIrj, r- REMARKS: COPIES TO: WITH ENCLOSURE(S) D v Master File ( ) DEC BY:Todd Goulding O DE 1 Q 2010 Goulding Development Advisors TOWN OF VAIL