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Home My WebLink AboutB05-0016 Plans (volume 2 structural S1.0-S118D pages 1-50)L7 1- 1 V L i\ /__1 1- 1 V t.J 1 I- -D 1. LIVE LOADS USED IN DESIGN: A. ROOF SLOPE LARGER 4:12 80 PSF B. ROOF SLOPE LESS 4:12 100 PSF C. RESIDENTIAL FLOOR 40 PSF D. CORRIDORS, HALLWAYS, PUBLIC SPACES 100 PSF E_ RESTAURANT, RETAIL, SPA 100 PSF F. PLAZA 100 PSF G_ IMPORTANCE FACTORS CATEGORY i SE ISM IC FACTOR 1-0 SNOW FACTOR 1.0 WIND FACTOR 1.0 H_ WIND 3 SECOND GUST 100 MPH FASTEST MILE 80 MPH EXPOSURE B 1. SNOW GROUND SNOW LOAD 80 PSF J. SEISMIC SITE CLASS C Q CATEGORY B 1 SS 0.3379 S1 0.079g S E I S M I C USE GROUP I K. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. L. REFER TO SHEET S8.2 FOR TUNNEL /RAMP LOADING_ 2. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS PER SECTION 1063.4.2 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B. DEFERRED SUBMITTALS ARE: 1_ PRECAST CONCRETE MEMBERS 2_ STEEL STAIR FRAMING C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. 2A_ 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 a_ 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. b. CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT. C. PERIODIC VERIFICATION OF WELDABILITY OF REINFORCING STEEL OTHER THAN ASTM A706. d. CONTINUOUS INSPECTION OF REINFORCING STEEL-RESISTING FLEXURAL AND AXIAL FORCES IN INTERMEDIATE AND SPECIAL MOMENT FRAMES, AND BOUNDARY ELEMENTS OF SPECIAL REINFORCED CONCRETE SHEAR WALLS AND SHEAR RE 1 N FORCEMENT . e. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE (WHERE ALLOWABLE LOADS HAVE BEEN INCREASED). f_ PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX_ g_ 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. h_ CONTINUOUS INSPECTION OF CONCRETE AND SHOTCRETE PLACEMENT FOR PROPER APPLICATION TECHNIQUES- i. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE AND TECHNIQUES. j_ PERIODIC INSPECTION OF THE ERECTION OF PRECAST CONCRETE MEMBERS. k. PERIODIC VERIFICATION OF IN-SITU CONCRETE STRENGTH PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS_ 3_ STEEL CONSTRUCTION O . ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE iN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE W I T H 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 VER 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 FILLET WELDS NOT EXCEEDING 5/16 IN SIZE. 2. FLOOR AND ROOF DECK WELDING. 3. WELDED STUDS WHEN USED FOR STRUCTURAL DIAPHRAGM. 4. WELDED SHEET STEEL FOR COLD FORMED STEEL FRAMING MEMBERS SUCH AS STUDS AND JOISTS_ 5. WELDING OF STAIRS AND RAILING SYSTEMS. c_ VERIFY WELD FILLER MATERIALS CONFORM TO AWS SPECIFICATIONS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE IS REQUIRED. d_ 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. e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. r'_ 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 S L I P - C R I T I C A L CONNECTION W I T H H I G H 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 REQUIREMENTS FOR BOLTS, NUTS, WASHERS AND PAINT, BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH STANDARDS ARE MET_ FOR BOLTS REQUIRING PRETENSIONING, THE SPECIAL INSPECTOR SHALL OBSERVE THE PREINSTALLATION TESTING AND CALIBRATION PROCEDURES WHEN SUCH PROCEDURES ARE REQUIRED BY THE INSTALLATION METHOD OR BY PROJECT PLANS OR SPECIFICATIONS; DETERMINE THAT ALL PLIES OF CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER AND PROPERLY SNUGGED AND MONITOR THE INSTALLATION OF BOLTS TO VERIFY THAT THE SELECTED PROCEDURE FOR INSTALLATION IS PROPERLY USED TO TIGHTEN BOLTS. 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. 2_ MONITORING OF BOLT INSTALLATION FOR PRETENS ION ING IS PERMITTED TO BE PERFORMED ON A PERIODIC BASIS WHEN USING THE TURN-OF-NUT METHOD WITH MATCHMARKING TECHNIQUES, THE DIRECT TENSION INDICATOR METHOD OR THE ALTERNATE DESIGN FASTENER (TWIST-OFF BOLT) METHOD. JOINTS DESIGNATED AS SNUG TIGHT NEED TO BE INSPECTED ONLY ON A PERIODIC BASIS, 4. MASONRY CONSTRUCTION a. THE MINIMUM SPECIAL INSPECTION PROGRAM FOR MASONRY IN NON-ESSENTIAL FACILITIES SHALL BE AS FOLLOWS: 1. FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE FOLLOWING SHALL BE V E R I F I E D TO ENSURE COMPLIANCE- 0. 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_ PLACEMENT OF REINFORCEMENT_ (PERIODICALLY) d_ GROUT SPACE PRIOR TO GROUTING_ (CONINTUOUSLY) e. PLACEMENT OF GROUT. (CONTINUOUSLY) 2. THE INSPECTION PROGRAM SHALL VERIFY: o. SIZE AND LOCATION OF STRUCTURAL ELEMENTS. (PERIODICALLY) b. TYPE, SIZE AND LOCATION OF ANCHORS, INCLUDING OTHER DETAILS OF ANCHORAGE OF MASONRY TO STRUCTURAL MEMBERS, FRAMES OR OTHER CONSTRUCTION_ (CONTINUOUSLY) c_ SPECIFIED SIZE, GRADE AND TYPE OF REINFORCEMENT_ d. WELDING OF REINFORCEMENT. (PERIODICALLY) .ii e_ PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE v BELOW 40* F) OR HOT WEATHER (TEMPERATURE ABOVE 90 ° F)_ (PERIOD ICALLY) 0 f_ APPLICATION AND MEASUREMENT OF PRESTRESSING FORCE_ 2, (CONT INUOUSLY) 3. PREPARATION OF ANY REQUIRED GROUT SPECIMENS, MORTAR SPECIMENS �Ii AND /OR PRISMS SHALL BE OBSERVED. (CONTINUOUSLY) to to 4. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE 0 m CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE V E R I F I E D . (PERIODICALLY) m 3. FOUNDATIONS O A. MAXIMUM SOIL DESIGN PRESSURE 6000 PSF g B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 02-058 = BY KOECHLEIN CONSULTING ENGINEERS, INC_, DATED JULY 2, 2002_ C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY I. PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS. SEE CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FOR SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. OPENINGS, ALL OF WHICH REQUIRE LINTELS_ SEE LOOSE LINTEL SCHEDULE FOR FRAMING OVER NON-BEARING OPENINGS iF NOT SHOWN ON STRUCTURAL DRAWINGS. - D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS WHICH REQUIRE LINTELS. PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 957. (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM J. WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END_ ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL K_ PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE. REPORT FOR DESCRIPTION OF BEARING SOIL). F- E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 9 STRUCTURAL STEEL INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER A_ ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS S TO SOILS REPORT FOR BACKFILL MATERIAL. WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH F. NO BACKFILLING SHALL BE PLACED AGAINST GARAGE WALLS UNTIL THE GARAGE FLOORS SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST AND THE PLAZA LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED_ CONCRETE EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. SLABS SHALL BE PROPERLY CURED_ PARTIAL BACKFILL CAN BE ACCOMPLISHED AFTER MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. REVIEW BY THE STRUCTURAL ENGINEER OF RECORD. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT G. CENTER ALL FOOTINGS UNDER WALLS, COLUMNS OR GRID LINES UNLESS OTHERWISE CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED NOTED ON PLANS. OTHERWISE. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION_" !. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY D_ UNLESS OTHERWISE NOTED, USE STANDARD FRAMED BEAM CONNECTIONS WITH STEEL BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. INSULATION REPORT BOLTS PER AISC "MANUAL OF STEEL CONSTRUCTION TABLE II- A AND/OR AISC SIMPLE SHALL BE SUBMITTED TO BUILDING DEPARTMENT_ SHEAR CONNECTION MANUAL WITH A 325-N BOLTS OR WELDED EQUIVALENT_ SELECT 4. SLAB ON GRADE CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY FOR EACH GIVEN z BEAM AND SPAN FOR NON-COMPOSITE MEMBERS_ FOR COMPOSITE MEMBERS A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE iN STRICT CONNECTIONS, CONNECTIONS SHALL SUPPORT 80% OF THE TOTAL CAPACITY FOR ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE EACH BEAM AND SPAN UNLESS OTHERWISE NOTED. STEEL SUPPLIER MAY SUBMIT Q CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION ALTERNATE CONNECTION DETAILS ACCOMPANIED BY CALCULATIONS STAMPED BY THE d' REQUIREMENTS TO THE GEOTECHNiCAL ENGINEER. REGISTERED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE CONNECTION DESIGN FOR ENGINEER'S REVIEW, B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE F_ MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3 RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH /16" CONTINUOUS THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE_ FILLET UNLESS OTHERWISE NOTED. 5. CONCRETE G. FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT / SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS, ANGLES OR SHEAR PLATES). A- ALL CAST - IN -PLACE CONCRETE SHALL BE MADE W I T H TYPE i / I I PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE CO EM �M PE ATIO % AIR REQ. END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION AND SHORTENING_ FOOTINGS 4000 psi STD 0.50 FOUNDATION WALLS BELOW 6500 psi STD - - - _ _ _ 1_ PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO WITHSTAND ALL PRECAST CORES CONSTRUCTION AND/OR WIND LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED INTERIOR SLABS ON GRADE 4000 psi STD 0.50 _ _ _ AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. INTERIOR STRUCTURAL SLABS, J- STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP BEAMS, WALLS AND COLUMNS 4000 psi STD DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REV15NS SLABS ON METAL DECK 3500 psi STD 0.50 - - - EXTERIOR CONCRETE ( * *)( *) 4500 psi STD 0,45 6% -8 TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. FOR ALL CONCRETE SUBJECT TO SULFATE ATTACK OR POSSIBLE CONTACT WITH ROAD 10. METAL DECK SALTS W/C RATIO SHALL NOT EXCEED 0.4. ** MAXIMUM SLUMP SHALL NOT EXCEED 4 "_ A. UNLESS OTHERWISE NOTED, DECK SHALL BE SHOP-PAINTED STEEL, SHALL BE CI>�F>t HE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE CONTINUOUS WHERE B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH POSSIBLE. FIX LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF B. DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCEIN ELASTICITY OF ALL CONCRETE SHALL EXCEED WC1.5 33 ?F'C (OR 57,000 ?F'G ACCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS NORMAL WEIGHT CONCRETE). EXCEPT AS OTHERWISE NOTED_ i C. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS AND SHOWN ON ATTACHED TYPICA SHALL BE SPACED 12 FEET AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3/16" WELDING LAYOUT UNLESS OTHERWISE NOTED ON DRAWINGS_ WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH 1_ ATTACH ROOF DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5 /8', JOINT. PUDDLE WELDS AT 6" (7 WELDS PER SHEET MINIMUM). D. SLABS, TOPPING, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A 2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS SHALL BE (SIDE _ _ HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF LAP) WELDED PER MANUFACTURER RECOMMENDATIONS AT 3 LOCATIONS PER SPAN SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE 3. ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK WITH 5/8" SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE DIAMETER PUDDLE WELDS AT 8 ". ENGINEER. 4. ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH E_ ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE iN ACCORDANCE 5/8" DIAMETER PUDDLE WELD. PROVIDE WELD WASHERS AS REQUIRED. WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE 5. LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE STANDARD HOOKS FOR DOWELS UNLESS OTHERWISE NOTED. ALL EXPOSED EDGES OF FASTENED TOGETHER AT 36" MAXIMUM SPACING WiTH 5/8" DIAMETER PUDDLE CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. WELDS. FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT 24 ", 6. HEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS 6. REINFORCEMENT THROUGH DECK. A. ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM 11- LIGHT GAGE FRAMING A615, GRADE 60 EXCEPT TIES, STIRRUPS AND PLATE ANCHORS WHICH SHALL BE A LIGHT - GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 60. DRAWINGS. 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. B. FRAMING ROLLED FROM STEEL 18 GAGE AND LIGHTER SHALL CONFORM TO ASTM A570 LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 33,000 PSI_ C. REINFORCEMENT PROTECTION: 1_ CONCRETE POURED AGAINST EARTH 3" C. FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, 2_ CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" LATEST EDITION, WiTH A MINIMUM YIELD STRESS OF 50,000 PSI_ 3. COLUMNS AND BEAMS (TIE BARS) 1-1 D. ALL WORK SHALL CONFORM WiTH THE RECOGNIZED STANDARDS AND CODES FOR 4_ SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" LIGHT GAGE METAL FRAMING_ 5. PRECAST TEE LEG (UNLESS MORE IS REQUIRED FOR F IRERAT ING) 1 -1/2 E. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH 12. NON - SHRINK GROUT SECTIONS 7 .5 , 7.6 AND 7.7 OF ACI 318, LATEST EDITION. A. NON ROUT SHALL BE PROVIDED; yg� - i 7 ...oJ+'�ETI 'M 1 C 11'1 �/� I/� CT[' 1 J :UE�' .fl N B- SES AND' ..,0N"CR` 1 ` SL T P0R 1 S . F, NO SPLICES OF REiNFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR 2P. BETWEEN BEA OR BEAM BEARING PLATES AND CONCRETE SUPPORTS. AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL g# GROUT SHALL COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A AV OF 8000 PSI IOR TO ADDING BUILDING LOADS ABOVE. MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS OTHERWISE NOTED. MAKE ALL BARS CONTINUOUS AROUND CORNERS, 1 2 . NON - S I? 3 6 URA ' /SETS G_ PLACE TWO #5 (PER 8" THICKNESS) WITH 2 PROJECTION AROUND ALL OPENINGS IN A_ ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X 4'-0" DIAGONALLY AT SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND EACH CORNER. OTHER STRUCTURAL MOVEMENTS_ H_ CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED 7, PRESTRESSED /PRECAST UNRESTRAINED UNLESS OTHERWISE NOTED, FIRE PROOFING THICKNESS SHALL COMPLY WITH I.B.C., 2003 EDITION, SECTIONS 721.5.2.2 AND 721.5.1.3. A. STRUCTURAL PRESTRESSED /PRECAST SUPPLIER SHALL BE A PCI CERTIFIED PLANT. COPY OF CERTIFICATION SHALL BE PROVIDED. 13. GENERAL B. STRUCTURAL PRESTRESSED (PRECAST) CONCRETE SHALL BE MADE WITH STONE A_ ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. AGGREGATE AND SHALL DEVELOP 5000 PSI COMPRESSIVE STRENGTH (HIGHER B_ VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND STRENGTHS MAY BE REQUIRED)_ ELECTRICAL CONTRACTORS_ VERIFICATION OF LOCATIONS, SIZES, LINTELS AND B. PRESTRESSED (PRECAST) STRUCTURAL CONCRETE SHALL BE MADE WiTH REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. LIGHTWEIGHT STRUCTURAL OR FINE STONE AGGREGATE (UNIT WEIGHT = 110 PSF) C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER AND SHALL DEVELOP 5000 PSI COMPRESSIVE STRENGTH IN 28 DAYS. AGGREGATED ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS FOR LIGHTWEIGHT CONCRETE SHALL CONFORM TO ASTM C330. AND SUPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON C_ ALL FABRICATION AND ERECTION TOLERANCES, CLEANING AND GENERAL PRODUCT ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR QUALITY INCLUDING MATERIALS AND MIXES SHALL BE IN ACCORDANCE WiTH ACI 318 SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF ( LATEST E D I T I O N ) , ACI 362-94, PCI ML-120-92, PCI MNL - 1 1 6 - 85 AND PCI HIS I TEMS . DESIGN MANUAL(LATEST EDITION)_ D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED D. PRETENSIONED STEEL SHALL NOT BE RELEASED UNTIL THE CONCRETE HAS REACHED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED 3500 PSi (MINIMUM), BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. DETAILS OF ALL PRECAST MEMBERS AND CONNECTIONS SHALL BE SUBMITTED TO THE E. PROVIDE ASPHALTIC MASTIC-COATING OR GALVANIZED ZINK COATING ON ALL STEEL ENGINEER FOR REVIEW AND MEMBERS SHALL NOT BE FABRICATED PRIOR TO REVIEW. EXPOSED TO EARTH_ ALTERNATE DESIGNS OR DETAILS MAY BE SUBSTITUTED BUT USED ONLY AFTER ENGINEERS WRITTEN REVIEW. ALONG WITH SHOP DRAWINGS, DESIGN CALCULATIONS F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE OF ALL PRECAST MEMBERS AND CONNECTIONS BEARING THE STAMP OF A REGISTERED REINFORCING, PRECAST CONCRETE, STRUCTURAL STEEL, AND METAL DECK. THE PROFESSIONAL ENGINEER SHALL BE SUBMITTED. INDIVIDUAL PIECE DRAWINGS ARE MANUFACTURING OR FABRICATIONOF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP NOT REQUIRED UNLESS SPECIFICALLY REQUESTED. DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. F, ARCHITECTURAL PRECAST CONCRETE SHALL BE 4000 PSI STONE AGGREGATE, MIMINUM G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE AREA OF REINFORCEMENTS SHALL BE 0.003 BD. PROVIDE ANCHORAGE BETWEEN ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. CONCRETE MIXES IN A MEMBER PER PCI. H, ALL STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR WALLS AS G. PRECAST CONCRETE SHALL BE HANDLED AND ERECTED IN A MANNER THAT WILL NOT SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. IMPAIR THE STRENGTH OF THE MEMBERS AND ADEQUATE TEMPORARY BRACING SHALL BE PROVIDED UNTIL ALL RELATED FIELD CONNECTIONS HAVE BEEN FULLY COMPLETED. 1. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND PROVIDE LIFTING DEVICES THAT WILL SUPPORT TWICE THE WEIGHT OF THE PRECAST ARCHITECTURAL DRAWINGS. MEMBERS AND ARE NOT TO BE LEFT EXPOSED. ALL CONNECTIONS REQUIRING DRY PACKING TO BE COMPLETED PRIOR TO APPLYING ANY SUPERIMPOSED LOAD INCLUDING ANCHOR BOLT POCKETS AND COLUMN BASE PLATES. H_ THE WELDING OF CONNECTIONS FOR ALL PRECAST ELEMENTS SHALL BE IN ACCORDANCE WITH AWS D1.1 OR AWS D1,4. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWS STANDARD QUALIFICATIONS TEST. STEEL LEVELING PLATES SHALL BE PROVIDED AT 1' - 6" MiNIMUM FROM EACH END OF ALL WALL PANELS UNLESS OTHERWISE SHOWN ON PLANS. LEVELING PLATES STACKED IN EXCESS OF 1" MUST BE WELDED TOGETHER AND APPROVED BY THE ENGINEER. PLATES IN ADJACENT SLABS SHALL BE WELDED TOGETHER TO ELIMINATE DIFFERENTIAL CAMBER. PRECAST CONCRETE CONNECTIONS SHALL BE OF READILY WELDABLE STEEL. ALTERNATE CONNECTIONS MAY BE SUBSTITUTED ONLY AFTER REVIEW BY THE ENGINEER. I_ PRECASTER SHALL DESIGN PRECAST WALLS AT ALL EXTERIOR STAIRS TO TRANSFER EARTH, WIND OR SEISMIC LOADS_ WALLS MAY BE DESIGNED TO SPAN HORIZONTALLY AT THESE LOCATIONS. PRECASTER SHALL PROVIDE A MINIMUM OF TWO WALL /WALL CONNECTIONS AT EACH VERTICAL WALL JOiNT. J, DO NOT WELD FLOOR OR ROOF SLABS AND /OR TEE CONNECTIONS UNLESS SLAB AND/OR TEES HAVE BEEN CAST AT LEAST TWO WEEKS PRIOR TO ERECTION. K. WIRE STRAND USED IN PRESTRESSING SHALL HAVE 270 KSI ULTIMATE STRENGTH AND CONFORM TO "SPEC I F ICAT IONS FOR UNCOATED SEVEN - W I RE LOW RELAXAT ION KITH CONCRETE OR MASONRY BACKING, ANCHOR TIES SHALL BE NOT LESS STRAND FOR PRESTRESSED CONCRETE". ASTM A416 OR ASTM A421 . STRESS RELIEVED THAN 0J055 -INCH (2.68 mm) GORRO51ON -- RESI5TANT HIRE, OR APPROVED STRAND MAYBE SUBSTITUTED AS AN OPTION ONLY AFTER STRUCTURAL ENGINEER EQUAL, FORMED BEYOND THE BASE OF THE BACKING. THE LE OF THE REV iEW. LOOP5 SHALL BE NOT LESS THAN 6 INCHES (152 mm) IN LENGTH BE NT AT 8. MASONRY RIGHT ANGLES AND LAID IN THE MORTAR JOINT, AND SPACES 50 THAT THE EYES OR LOOPS ARE 12 INCHES (305 mm) MAXIMUM ON CENTER (O.G.) IN BOTH A. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SHALL DIRECTIONS. THERE SHALL BE PROVIDED NOT LESS THAN A 0.1055 -INCH FULFILL ASTM C62. C216 OR C652, MORTAR SHALL BE ASTM C270 TYPE S OR M, (2.68 mm) CORROSION- RESI5TANT WIRE TIE, OR APPROVED EQUAL, THREADED THROUGH THE EXPOSED LOOPS FOR EVERY 2 5OUARE FEET (0.2m: OF B. MASONRY SHALL CONSIST OF CONCRETE BLOCK W I T H A MINIMUM COMPRESS IVE STONE VENEER. TH15 TIE SHALL BE A LOOP HAVINO LEGS NOT LESS THAN 15 INCHES (381 mm) IN LENGTH BENT 50 THAT IT WILL LIE IN THE STONE VENEER STRENGTH OF F'M OF 1 500 PSI BASED ON GROSS AREA. MORTAR JOINT. THE LAST 2 INCHES (51 mm) OF EACH L41RF LE& SHALL HAVE A RIGHT -ANGLE BEND. ONE -INCH (25 mm) MiNIMUM THICKNESS OF CEMENT C. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE GROUT SHALL BE PLACES BETWEEN THE B AND THE STONE VENEER. MINIMUM LADDER-TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL REINFORCEMENT. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS, D_ UNLESS OTHERWISE NOTED, MASONRY WALLS SHALL ALSO BE REINFORCED WITH ONE (2) #5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW VENEER CONNECTION OPENINGS AND AT NOT OVER 4 FEET ON CENTER TYPICALLY. REINFORCEMENT SHALL BE FULLY GROUTED IN PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND MEET ASTM C476. E. ALL CMU WALLS REQUIRE A MINIMUM OF 2 - #5 IN BOND BEAM ABOVE ALL DOORS AND WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE NOTED_ F. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS. G. FILL ALL VOIDS AND BLOCK CELLS SOLIDLY WiTH ASTM C476 GROUT FOR A DISTANCE OF 24" BENEATH AND A MINIMUM OF 16" EACH SiDE OF ALL BEAM REACTIONS OR OTHER CONCENTRATED LOADS UNLESS OTHERWISE NOTED. H_ CMU SHALL BE FULLY GROUTED BELOW GRADE, I SECTION 3/4" = 1' - 0" 3/4" CHAMFER BOTH 5iDE5 AND AT END OF RETAINING WALL (TYPICAL) 5/8 "<p X 2' - 0" ROD AT <GREA5FD ONE END - TYPICAL 3116" MAXIMUM X 1 1/4" DEEP SAW GUT 5A IN CU NOTE: 5A1�iGUT 5LAB WITHIN S2 HOURS AFTER POUR GOLD CONSTRUCTION JOINT - TYPICAL X, x-- 4 x- DOWELED TYPICAL 5LA5 ON GfRADE CONTfROL AND GON5TI;RUCTiON JOiNT e E C T I ON - -- i 3/4" = 1' -0 HEIGHT WIDTH A B - (2) - #5 CONTINUOUS E F G H J 2' -0" 2' -3 6 P� 4 I I �l I� #5 AT 1' -4" #5 AT 1' -4" #5 AT 1' -4" ° NONE 4' -0" 3' -O' Q U d 1' -0" #5 AT 1' -4" #5 AT 1' -4" #5 AT 1' -4" m NONE 6' -0" 4' -0" P -3" 8" 2' -1" 1' -0" #5 AT 1' -3" #5 AT P -4" - WEEP HOLES AT 8' -O" O.G. NONE STONE \/ENEER ---------------- CD PROG. 2R ° S 11 2' -,411 6" ABOVE TOE SIDE BACKFILL #5 AT '7" RE: ARCH. #5 AT 7" ° #5 AT I' -8" 4 "V �a 4, TYPICAL 2 Z ° 4 " �J F Q a' E #5 AT I' -0 X 4 a G 3" CLEAR I� II °. H #5 AT 1' -0 W ° _ ` 5/8 "<p X 2' - 0" ROD AT <GREA5FD ONE END - TYPICAL 3116" MAXIMUM X 1 1/4" DEEP SAW GUT 5A IN CU NOTE: 5A1�iGUT 5LAB WITHIN S2 HOURS AFTER POUR GOLD CONSTRUCTION JOINT - TYPICAL X, x-- 4 x- DOWELED TYPICAL 5LA5 ON GfRADE CONTfROL AND GON5TI;RUCTiON JOiNT e E C T I ON - -- i 3/4" = 1' -0 HEIGHT WIDTH A B G D E F G H J 2' -0" 2' -3 6 P� I -i 1'-0" #5 AT 1' -4" #5 AT 1' -4" #5 AT 1' -4" #5 AT I' -a" NONE 4' -0" 3' -O' Q 8 I -7" 1' -0" #5 AT 1' -4" #5 AT 1' -4" #5 AT 1' -4" #5 AT I' - NONE 6' -0" 4' -0" P -3" 8" 2' -1" 1' -0" #5 AT 1' -3" #5 AT P -4" #5 AT 1' -3" #5 AT I' -8" NONE 017 CD PROG. 2R 07.01.05 S 11 2' -,411 i -O" #5 AT '7" F5AT 1' -4" #5 AT 7" #5 AT I' -e" #5 AT I' -8" CORNER BAR X d' 1 m MATCH HORIZON REBAR 51ZE ANI 5PAGiNo (TYP.) CORNER BAR X d 1 m MATCH HORIZON REBAR 51ZE ANI SPACING (TYP.) #4 X 2' -O "Z2' -0 TYF ICAL DETAIL AT EXTERIOfR 5TAiR T I ON 3/4" = P -0 4 T x x6 a 5LAB ON GRADE -� V41 TH k"F RE: PLAN - i YF=>ICAL SECTION AT HOUSEKEEPING FADS S E C T ION 4 3/4" = P -O . WITH ILL 4L OK GOIr,'NER iNTER&ECTiON DETAIL 3/4" = I' -0 ELATION NOTE: SIMILAR AS REQUIRED FOR ELECTRICAL EaUIPMENT 11- 0" MECHANICAL - LAY EQUIPMENT RE: MEGH 4" HOU5KEEPiN0 PAD L4ITH 6X6 N2.1 X W2.1 WWF. RE: MEGH FOR LOCATIONS TOP OF SLAB E. PLAN INTENTIONALLY ROUGHENED SURFACE OWNER/DEVELOPER VAIL RESORTS DEVEL M CO.LVli AN .i AVON, COLORADO ARCHITECT OF RECORD Sam Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART i HOWERTON NEW YORK, NEW YORK. STRUCTURAL ENGINEER MONROE & N7SWEL:I. ENGINEEU, DTC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO, DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO IN'T'ERIOR DESIGN SL]FER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD PROD. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 0 PERMIT REV. 03.24.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 r z D J (/� PROJECT KEYPLAN GENERAL NOTES & FOUNDATION DETAILS E It 0 v S N UO 0 0 O m 0 a z I I I I ! i I I I 1 I I I I I f I I 1 I I I I I i —4 1/2° GONGRFTF d "ONE VENEER 4 4 f Q ° •IERE APPLICABLE! h °: ARCH, a a I. 4. v RE: PLAN 52 11/51.1 -111 =11 III o 4 OTE: AT SIM. SECTION ` OP OF PRECAST WALL ° tATGHE5 TOP OF STEEL r LEVATION C� dd �)NNEGTION 4 MANUFACTURER 4 1° 4 da 0 9 d ZEGA5T WALL a. E, MANUFACTURER "4 ° 1 5 .LL/FOOTIN(5 �NNEGTION RE: PRECAST !�.NUFAGTURER NON - SHRINK OU7 BY PREGASTER Z AT 1' -0" *.CH WAY .I I (Iw AL STUD WALL HALL/FLOOR CONNECTION RE: MANUFACTURER 4 I /2" CONCRETE SLAB ON METAL DECK HITH W.H.F. STEEL BEAM RE: PLAN WITH H.A.5. 3/16 — CONCRETE TOPPING / -- - #4 AT 2' -0" X — PRECAST DT RE : MANUFACTURER ASPHALTIC MASTIC, PAPER BARRIER 5" SLAB ON GRADE 1NITH y H.W.F. a d. O d. O ' e ° 4t -- x . /'°' t .__ - t - t ry It, I 1 10-^ 3/4" = 1' - O" RE: ARCH #5 AT 16" GROUTED Z &CTION 1 3/4" = I' -O° &ECTION 11� 3/4" = I' -O" a PLAZA FINISH ASSEMBLY RE: ARCH, a ° 8" GONGRETE SLAB ON 3" METAL DECK W 1 TH #6 AT b" EACH WAY 4 a 2' -6" #5 AT 2' -0" X WELD TO ANCHOR BOLTS AND d EMBED CONNECTIONS BY ° PRECAST MANUFACTURER. 4 a d 4 - a n .. NOTE: PROTECT STEEL ° ° BELOW GRADE ° 4 a ° 4s a ISOLATION POUR 1/2" ISOLATION o a JOINT d d RE: PLAN 4 PRECAST COLUMN RE: PLAN 2" NON - SHRINK GROUT BY PREGASTER SLAB ON GRADE RE: PLAN ar:x e 4 a ao o aCO0000 °o a. qa• o .I I 1- 11]=11 4 111 =_�E ' 4 a lL a- , J a . d" " a a d Ah E L I , =11 a 4 ° ' ° o i hi I RE: PLAN RE: PLAN OR SCHEDULE FOR FOOTINC-.7 AND RE I NFORGE MENT 3/4" = 1' -0" SLOPES #5 x NI AT 16" EACH WAY /' 1= w =I t I 1 ===t 3/4" = 1' -0" ISOLATION POUR RE: PLAN I" SHIM AND-- OROUT SLAB ON GRADE HITH b E /'--` T I ON 1 'RE: PLAN 3/4" = 1'l " "/ i i -0 #5 AT 16" EACH HAY ISOLATION In INT T5 COLUMN RE: PLAN HITH BASE PLATE PER SCHEDULE ON SHEET 5110.25 1/2" ISOLATION JOINT 3/4" = 1' - 0" PROVIDE STANDARD HOOK IF TEN51ON Ld. RE: PLAN / - 16 NOT DEVELOPED i STANDARD HOOK RE: PLAN FOR FOOTIN(5� W 51ZE AND REINFORCEMENT 3/4" = 1' -0" TYPICAL STEPPED FOOTING DETAIL SECT ION 3 3/4" = 1' -0" r�r�vv I ter r rccc.H� I crc - I 11f= 141- {1Lf{1- V1{ =i11 11 -1 —I I — 1l1= Ill= lLlll =�(k= J1�1= J1�1= 111 = {�/ f :; <•.'' 4 n d O a 4 ° 44 . .. V 1 v ° Q a \� \V�' a .4 ° ° ° 4 'a ° 411 , a d i I I - I I # �I 11 I IT 5 E `•� T I O N 4 1 6 AT 1'-0" 3/4" = 1' -0" &ECT ION e. 314" = 1' -0" TYPICAL FOOTING REINFORCEMENT BARS TO MATCH TYPICAL FOOTING REINFORCEMENT 5" SLAB ON GRADE WITH 6X6 W2.1 X W2.1 W.H.F . z d Q { K x a ° ..x x ° %--- ° 0?000069o0 Qoa?o0�oa�o a o�� G=o��eG -•o o d t3� - #5 =11 1 a n I= I I= SE 5 3/4" = 1' -0" © 2004 42140 ARCHITECTURE, INC. 4 � ` f J OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHTTECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ,ARCHI'T'ECT HART I HOWERTON NEW YORK, NEW YORK 5MUCITMAI_ MWGIINT MONROE & NEW i`LL ENGWEE; ZS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAH, COLORADO INTERIOR DESIGN SLLFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT/BID 0115.05 0 PERMIT REV. 03.24.05 009 3 ADDENDUM 3 05.23.05 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 G D L A MfigCr N PROJECT KEYPLAN FOUNDATION DETAILS 51.1 a tty 0 Q N w 0 m 'o N 0 n Q g Y SY PDXY AGH WAY PANEL JAMB BEYOND CI) - #5 X CONTINUOUS Qi W LL L4X4X5 1I6XGONT. WITH 1 /2 " X 6" DD PROG. 1 04.12.04 #4 AT 1' -0" DD PROG. 2 05.21.04 m PRICING PKG. 06.21.04 OF DOCK LEVELER RE: 2/51.1 CD FROG. 1 01.14,05 RE: ARCH FOR SLOPED SLAB REQUIREMENTS 'd• 012 RE: DOCK LEVELER 013 MFR. RE: PLAN • 5" SLAB C"' C RARE W 1/2" THICK 150LATIOt JOINT &ECT ION 2 3/4" = 1' -0 TUBE STEEL COLUMN - RE: PLAN I" NON - SHRINK GROUT RE: PLAN EMBED PLATE - RE: PREGA5T MANUFAGTURER STONE VENEER RE: ARGH• RE: Ii /51.1 14 EMBED PLATES RE: PRECAST MANUFACTURER CONNECTION — RE: MANUFACTURER PRECAST WALL — RE: MANUFACTURER WALL/FOOTIN& CONNECTION RE:: PRECAST MANUFACTURE 2" NON — SHRINK GROUT BY PREGASTER RE: PLAN I X AT 2' -0" R. A706) EXTEND INTO 5LAB 4D 510E WALL =LEVELER 2/51.3 FOR - INFORGEMENT -L 3X3X5 /I&X0ONT. SD 01.23.04 WITH 1 /2 "d> X 6" DD PROG. 1 04.12.04 AT 1' -0" AT EDGE OF DD PROG. 2 05.21.04 5LA5 BEYOND EACH SIDE PRICING PKG. 06.21.04 OF DOCK LEVELER RE: 2/51.1 CD FROG. 1 01.14,05 RE: ARCH FOR SLOPED SLAB REQUIREMENTS DOCK LEVELER INSERT 012 RE: DOCK LEVELER 013 MFR. INTERIOR SLAB ON GRADE (I) - #5 CONTINUOUS 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 RlelD INS)LATION- = 100 PSI) f rL CF 2_6 (�' WATERPROOFIN6 AND #4 X _.1 AT I' -O" PROTECTION BOARD WALL /FLOOR CONNECTION RE: MANUFACTURER PRECAST WALL — RE: MANUFACTURER 4 112" CONCRETE SLAB ON 2" METAL DECK WITH W,W•F. STEEL BEAM RE: PLAN WITH H.A.S. T i a a ° '41 a a ° B3 E a, 3/ 16 ° CONCRETE a TOPPING a a i #4 AT 2' -0" X 77 7 a a ..7 a ° a 4 I a. a 0 4 a a, PRECAST DT ° RE: MANUFACTURER ASPHAL TI G MASTIC PAPER a BARRIER ° a 5" SLAB ON GRADE WITH i W.W.F. a a s a- A r °° _ a ° a < a 4. e a4 '4 a a ° °..y a 4 p a a 4 a =111 4 .. #6 AT 1' -0" III E #6 AT I' —b" RE: PLAN &E CT I ON 3 3/4" = 1' -0" ° a ° ° zETE METAL sl.W.F. T"H PRECAST WALL -- RE: MANUFACTURER Pi a ' 4 e 4 4- a e / °' / 4 ,4 ° a a e . ON 3 METAL DECK LqITH #6 AT 8" EACH WAY RE: q /51.1 PLAZA FINISH ASSEMBLY RE= ARCH. 8�" CONCRETE SLAB STEEL BEAM RE: PLAN 1-41TH H.A.S. WALL/FLOOR CONNEC RE: MANUFACTURER ° a a a` 4 1/2" CONCRETE SLAB ON METAL 4 a /` DEGK W TH W W F. / a ° ° a 4. a ° 8 .. i /4� ° a a / STEEL BEAM RE: PLAN WITH H.A.S. — RE:SEGTION 10/51.1 ASPHALTIC MASTIC PAPER BARRIER 5" SLAB ON GRADE WITH WALL /FOOTI NC-•7 CONNECTION RE: PRECAST MANUFACTURER a „g. °0• ° 000• ° 0.000 ° 0•vo :oo off` °00. °n0° ° oa . oa.. .00�< 2" NON — SHRINK GROUT • Ii IlLill= fll�lll lli II1 =1 BY PREGA5TER yi! ii I — I i j=�1 I IC I LJ I LI I 11= i I —I 1 11-- jjj—�i ll( C — iii — i_ (L = = 1T) � - 11 =1 11 -111=1 I IE1 I I —I I IEI I El I IEI °. 4 p • p a a e V W . a 4a. .. a . pa4 a e . u ° . 4 a .. p a IT) ° a a a ° ° 4 °, "111 ?d 4 a.. # AT I' -O" i 1 — III — I 6 #6 AT I' - RE: PLAN &ECTION 1 © 2004 4240 ARCHITECTURE, INC. OWNER/DEVELOPFA VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MAMR PLANNER DESIGN ARCHITECT MART I HOWER.TON NEW YORK, NEW YORK STRUCiCrRFiI, ENG'NEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINE MS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DA'Z'E 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14,05 006 PERMIT /BID ry 02.15.05 009 3 ADDENDUM 3 05.23.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C D P A PROJECT N PROJECT KEYPLAN FOUNDATION DETAILS 51.2 &ECT ION 4 3/4" = 1' -0 1� L0 0 MAI 1 ire. oil A o . 4 4, 4 NALL/FLOOR 1 _STEEL BEAM CONNECTION RE PLAN RE: MANUFACTURER A WITH H.A.S. 4 E3 .0 RE: SECTION II/S1.1 RE: PLAN is- F:ff— 4 I/ A L PRECAST DOUBLE -TEE F;ZFs PLAN WITH C ONC RETE RETE COMPOSITE TOPPING 4 4 4 ' A 'o Z 4 PRECAST WALL 4 RE: PLAN ASPHALTIC MASTIC PAPER BARRIER "ALL/FOOTIN& CONNECTION RE: PRECAST MANUFACTURER 5" SLAB -ON -GRADE WITH &X& "2.I X"2.1 2" NON - SHRINK -- GROUT BT PRECASTER 4 3t — x x x 4 -7 7'. 7 *0° *0-1 6m."U ? 70' _21 gh 'ft 014 4 44 4—' .9 A 4 4 4 4 4 4 4 II 11 C-lI 4 4 4 4 z F, PH I! 1w #6 AT 1'-0" 1 1 EmLll #6 AT I' RE: PLAN 5E CT I ON a 3/4" = 1 1- 0 1, I, F 1 -'_;Pt'X:r'qt:5LT IN(F7 MAX. SOIL 36" FOAM AS REO'D LE -TEE ASPHALTIC MA5TI( PRECAST NALL PAPER BARRIER RE: MANUFACTURER SLAB ON GRADE WITH 4 4 NALL/FOOTING CONNECTION RE: PRECAST MANUFACTURE R 4 -0- A *o 0.. 2" NON - SHRINK GROUT BY PRECASTER P111 I 1 MNI I IT M FIN I RI gil Ell 1_� -I IC m I 4 4 4 _J 44 4 44 4� 4. p . 40 4 --'\ - - jb Y V AT 1'-0" #(b AT I'-(o" RE: PLAN SECTION e 5/4" = 1'-0" RE: FOOTING SCHEDULE 4 5" SLAB -ON -GRADE WITH 6X6 N2.1XV42.1 ° d 4 PRECAST NALL RE- PLAN NALL CONNECTION RE- PRECAST MANUFACTURER 2" NON-SHRINK a 1/2" ISOLATION -JOINT GROUT BY PRE<,A5TEf;Z d 5" SLAB -ON -GRADE WITH &X& K2.IX,"2.1 W.W.F. 4 RE- PLAN . 0 . 0 , 6. 0 -b — _M -4 A RE SECTION 5 3/4" = I' -O" &ECTION � 3/4" = 1 .-0. PRECAST COLUMN ��c� H 1 1' - -. #6 AT I'-&" SECTION - 1_ 5/4" = i'-0" RE: PLAN ASPHALTIC MASTIC PAPER BARRIER 5" SLAB -ON-C RADE WITH &Xb N.2.1XN2.1 PRECAST NALL RE: PLAN WALL /FOOTING CONNECTION — RE: PRECAST MANUFACTURER 2" NON - SHRINK GROUT BY PRECA5TER RE: SECTION 11/51.1 RE, PLAN PRECAST DOUBLE -TEE RE: PLAN, WITH CONCRETE COMPOSITE TOPPING ASPHALTIC MASTIC PAPER BARRIER 5" SLAB -ON -GRAPE WITH 6X6 kq2.IXN2.1 SECTION 3� RE- SECTION RE: SECTION 11/51.1 RE: PLAN f J. RE: PLAN PRECAST DOUBLE-TEE PRECAST DOUBLE-TEE RE: PLAN WITH r./, le RE: PLAN WITH CONCRETE COMPOSITE CONCRETE COMPOSITE TOPPING TOPPING PRECAST NALL RE: PLAN ASPHALTIC MASTIC PAPER BARRIER WALL /FOOTING (, I RE: PRECAST MANUFACTURER 5 SLAB -ON -GRADE 2" NON-SHRINK GROUT WITH C OX& 1 BY OTHERS SECTION 4 1 3/4" = I'-0" RE PLAN 515" X ro" X 6" EMBEr>EF_ AT 4' KITH (2) X 4' (WELDED), (2)-3/4" (V X 6" H.A.5. PRECAST NALL RE: PLAN 6" SLAB -ON -GRADE WITH 6X6 N2.1XN2.1 W.W.F. 2" NON-SHRINK (- ROUT BY PRECASTER RE: PLAN PRECAST DOUBLE-TEE RE: PLAN WITH CONCRETE COMPOSITE TOPPING WALL /FOOTING CONNECTION RE: PRECAST MANUFACTURER 5" SLAB -ON -GRADE WITH &X& N2.IXN2.1 eE(,T 10N I- 5/4" = 1'-0" 5" SLAB -ON -GRADE WITH &X& N2.1XN2.1 N.N.F. [XXX'_XX"] #5 x AT 1'-4" ASPHALTIC MASTIC PAPER BARRIER 5" SLAB -ON -GRADE WITH &X& N2.IX"2.I V4 V4-F #6 AT 1'-0" VERTICAL #& AT !'-4" HORIZONTAL 1 4 RE.- PLAN (3)-#e> 2 3/4" = 11_0" OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCMECT Of RECORD Denver, Colorado MASTER PLANNM DESIGN ARCHI'T'ECT I I 110WERTON N EW YORK, NEW YORK 'ZTU AjCTT OF A T aNjC_TNEER MONROE be NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEBRS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 1 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21-04 004 P R A C'T N Gj P K %GT - 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT' /BID 02.15.05 1; 9AA;DENDUM 3 075 23_05 4 CD PROG. 2 05.27.05 4 ADDENDUM 06.03.05 4 ro CD PROG. 2R 07.01.05 ��c� H 1 1' - -. #6 AT I'-&" SECTION - 1_ 5/4" = i'-0" RE: PLAN ASPHALTIC MASTIC PAPER BARRIER 5" SLAB -ON-C RADE WITH &Xb N.2.1XN2.1 PRECAST NALL RE: PLAN WALL /FOOTING CONNECTION — RE: PRECAST MANUFACTURER 2" NON - SHRINK GROUT BY PRECA5TER RE: SECTION 11/51.1 RE, PLAN PRECAST DOUBLE -TEE RE: PLAN, WITH CONCRETE COMPOSITE TOPPING ASPHALTIC MASTIC PAPER BARRIER 5" SLAB -ON -GRAPE WITH 6X6 kq2.IXN2.1 SECTION 3� RE- SECTION RE: SECTION 11/51.1 RE: PLAN f J. RE: PLAN PRECAST DOUBLE-TEE PRECAST DOUBLE-TEE RE: PLAN WITH r./, le RE: PLAN WITH CONCRETE COMPOSITE CONCRETE COMPOSITE TOPPING TOPPING PRECAST NALL RE: PLAN ASPHALTIC MASTIC PAPER BARRIER WALL /FOOTING (, I RE: PRECAST MANUFACTURER 5 SLAB -ON -GRADE 2" NON-SHRINK GROUT WITH C OX& 1 BY OTHERS SECTION 4 1 3/4" = I'-0" RE PLAN 515" X ro" X 6" EMBEr>EF_ AT 4' KITH (2) X 4' (WELDED), (2)-3/4" (V X 6" H.A.5. PRECAST NALL RE: PLAN 6" SLAB -ON -GRADE WITH 6X6 N2.1XN2.1 W.W.F. 2" NON-SHRINK (- ROUT BY PRECASTER RE: PLAN PRECAST DOUBLE-TEE RE: PLAN WITH CONCRETE COMPOSITE TOPPING WALL /FOOTING CONNECTION RE: PRECAST MANUFACTURER 5" SLAB -ON -GRADE WITH &X& N2.IXN2.1 eE(,T 10N I- 5/4" = 1'-0" 5" SLAB -ON -GRADE WITH &X& N2.1XN2.1 N.N.F. [XXX'_XX"] #5 x AT 1'-4" ASPHALTIC MASTIC PAPER BARRIER 5" SLAB -ON -GRADE WITH &X& N2.IX"2.I V4 V4-F #6 AT 1'-0" VERTICAL #& AT !'-4" HORIZONTAL 1 4 RE.- PLAN (3)-#e> 2 3/4" = 11_0" OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCMECT Of RECORD Denver, Colorado MASTER PLANNM DESIGN ARCHI'T'ECT I I 110WERTON N EW YORK, NEW YORK 'ZTU AjCTT OF A T aNjC_TNEER MONROE be NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEBRS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 1 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21-04 004 P R A C'T N Gj P K %GT - 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT' /BID 02.15.05 1; 9AA;DENDUM 3 075 23_05 012 CD PROG. 2 05.27.05 013 ADDENDUM 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C D B PROJEcr N PROJECT KEYPLAN FOUNDATION DETAILS p1 O O C2 N Y 0 C4 m O &ECT l ON 3/4" = I' -O" X _E 5TIG R ;APE A 3/4" = 1' -O" ASSEMBLY SLAB DECK EACH ER 5 kST I G ER BADE I I I 4 1/2" CONCRETE TUBE 5TEEL COLUMN i I i SLAB ON 2" METAL RE: PLAN I I DECK WITH W.W.F. I c STEEL BEAM I" NON - SHRINK GROUT j j RE: PLAN WITH 1 H.A.S. I i RE: PLAN 1777y 4 - A f a EMBED PLATE RE: PRECAST i MANUFACTURER ° d ' BRICK VENEER RE: ARCH. ° PRECAST BE VENEER HAUN t RE: PRECAST MANUFACTURER SECTION 4 4 1/2" CONCRETE SLAB ON 2" METAL DECK iNITH W.W.F. STEEL BEAM RE: PLAN WITH N.R.S. EMBED PLATES RE: PRECAST N ASPHALTIC MASTIC, PAPER BARRIER WALL/FOOTING CONNECTION d °° RE: PRECAST MANUFACTURER -5" SLAB -ON -GRADE ° WITH 6X6 W2.IXW2.1 a, 2" NON - SHRINK GROUT 3/4" = 1' -0" i PLAZA FINISH ASSEMBLY RE: ARCH. 8" CONCRETE SLAB ON 3" METAL DECK WITH #6 AT 8" EACH WAY RE: q/51.1 STEEL BEAM RE: PLAN WITH H.A.S. 4 112" CONCRETE SLAB ON 2" METAL DECK .WITH W.W.F. STEEL BEAM RE: PLAN WITH H.A.S. a °' d 4 1 . ° RE: 11/51.1 'i a RE: PLAN I . ° a --�� ° a p. ' a d 4 a ) a . a e` LF-REGAST DOUBLE -TEE d g 'REt FLAN WITH d CONCRETE COMPOSITE ° ( TOPPING a . WATERPROOFING AND PROTECTION BOARD RI01D INSULATION — \ (F I= 60 P51) x T1 A\\\\\\ 1 11-1 11 -n I -1 n I IttI I {=.1 cQ RE: PLAN L d YJALL /FLOOR CONNECTION ° REs MANUFACTURER ° a e d' a c ' e PRECAST WALL RE: MANUFACTURER e . ° ad 1 ' d d la .' a e° ° d e d i d EMBED PLATES ° RE: PRECAST MANUFACTURER d a ° a 7 • p. a a a ap a n I p .. 1 . t. 6 E 4 1/2" CONCRETE SLAB - ON 2" METAL DECK H1TH W.W.F. STEEL BEAM ' RE: PLAN W1TH H.A.S. PRECAST WALL RE: PLAN (2) - #5 X 3' -0" AT 2' -0" 1/4" STEEL PLATE Er->eE ANGLE EMBED PLATE RE: PREGASTER ,k RE: PLAN PRECAST D UBLE -TEE RE: PLAN ITH GONGR COMP051TE TOPPI 2" NON - SHRINK GROUT ° ,; WALL/FOOTING CONNECTION BY PREGASTER RE: PREGAST MANUFACTURER o-, f 5" SLAB - -GRADE 5" SLAB -ON -GRADE 1NITH 6X6 W2.IXW2.1 W "TH 6X6 W2.IXW2.1 Q Qd ° a . A C °. tl 4. a . x ...,• x X �--�– x p er• a x --seer x x -4— x a G ' x �..�. x ° 0 0 II IIII - II SO:O 00:0 00:4 ° 00.0 ° 00:0 oOeO: cG• °O�cC �O^� 0. 0.0'0° . 00 . 0 ° 0 0 ° 0 ° •, o'o 400° Do° a QD6%:0 QOo °<O �Do° O,QDo° 0 �Oo° ° c 4 a e a a" d ° a ° 4 ° m I I �I I 11=111 pI 11 I� I I I m� —III III i li_ #6 AT 1' - 0" II (H f!„ I I I J PLAN #6 AT 1' -6" 5/4 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. j — d F d CONCRETE TOPPING # AT 2' -0" X a I STEEL BEAM - RE: PLAN WITH H.A.5. q ' 4 Sp', y A ° PRECAST DOUBLE -TEE RE: PLAN "ITH a GONGRETE COMPOSITE TOPPING i O k —HALL /FOOTING CONNECTION DD PROG. 1 5 003 RE: PREGAST MANUFACTURER PRECAST WALL 004 i I 06.21.04 RE: PLAN CD PROG. 1 a --5" SLAB -ON -GRADE PERmiT /BID 02.15.05 r� WITH 6X6 W2.IXW2,1 04.07,05 ww� L PRECAST WALL — 1 4 A,, RE: PLAN a ° 05.27.05 — x x -- x - x ,,,c ° } a d Q Ia :0.00•° � °0.00'° ° 0•;00 ° 0•a o• ° � o i ASPHALTIC MASTIC ° d °4" 1 17 Q ° 4e ° d 5" SLAB- ON- GR.�LDE — WITH 6X6 H2.IXH2.1 a° c 4 d W.W.F. ° a u #6 x ° AT S" a ASPHALTIC MAST ?G ' 4 a ° PAPER BARRIER' 1NALL/FOOTIN& CONNECTION ° °•00.0 :° °: ; o °: :° e•o °o00�� °oOQ fl °oO�p� °.00 CCU RE: PRECAST MANUFACTURER �Do ��I 71- .• d e 5" SLAB -ON -CRAG 71 11- WITH 6X6 W2.IXW?� 2" NON - SHRINK &ROUT ' � RE: PLAN BY PREGASTER RE: PLAN " d d x. ax '4�_. "x— •a- x.— xO�x'x `II — Ill �lll � III' ° ° ° ° :0.000° _„ Ilil l l �I> =111 ° :0•so.° 0000 0.00 0.0o so•° Ih ° a d a C ° .4. 'oa .00n ° .° a AV Q . 0 _ l — a c a d d '° a ° _ 4l d a °,° ° ao" d a I . °. d' ° a ., ° • .Q 44 4 �' ll„i=1.1- � ► —III III III ( I AT 1' -O" �( -1 QJC _ o , d q° .° .a ° ¢ Q o A, m. d '° PLAN #6 AT I' -6" 14 &ECTION 2 � I it ll� l mIII II QC I 1 I = #6 AT I' -O" j (_ J l � PLAN # 6 AT I' - SE CTI ON 3 3/4" = I' -O" WATERPROOFING AND PROTECTION BOARD RI01D INSULATION — \ (F I= 60 P51) x T1 A\\\\\\ 1 11-1 11 -n I -1 n I IttI I {=.1 cQ RE: PLAN L d YJALL /FLOOR CONNECTION ° REs MANUFACTURER ° a e d' a c ' e PRECAST WALL RE: MANUFACTURER e . ° ad 1 ' d d la .' a e° ° d e d i d EMBED PLATES ° RE: PRECAST MANUFACTURER d a ° a 7 • p. a a a ap a n I p .. 1 . t. 6 E 4 1/2" CONCRETE SLAB - ON 2" METAL DECK H1TH W.W.F. STEEL BEAM ' RE: PLAN W1TH H.A.S. PRECAST WALL RE: PLAN (2) - #5 X 3' -0" AT 2' -0" 1/4" STEEL PLATE Er->eE ANGLE EMBED PLATE RE: PREGASTER ,k RE: PLAN PRECAST D UBLE -TEE RE: PLAN ITH GONGR COMP051TE TOPPI 2" NON - SHRINK GROUT ° ,; WALL/FOOTING CONNECTION BY PREGASTER RE: PREGAST MANUFACTURER o-, f 5" SLAB - -GRADE 5" SLAB -ON -GRADE 1NITH 6X6 W2.IXW2.1 W "TH 6X6 W2.IXW2.1 Q Qd ° a . A C °. tl 4. a . x ...,• x X �--�– x p er• a x --seer x x -4— x a G ' x �..�. x ° 0 0 II IIII - II SO:O 00:0 00:4 ° 00.0 ° 00:0 oOeO: cG• °O�cC �O^� 0. 0.0'0° . 00 . 0 ° 0 0 ° 0 ° •, o'o 400° Do° a QD6%:0 QOo °<O �Do° O,QDo° 0 �Oo° ° c 4 a e a a" d ° a ° 4 ° m I I �I I 11=111 pI 11 I� I I I m� —III III i li_ #6 AT 1' - 0" II (H f!„ I I I J PLAN #6 AT 1' -6" 5/4 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. j — d F d CONCRETE TOPPING # AT 2' -0" X a I STEEL BEAM - RE: PLAN WITH H.A.5. q ' 4 Sp', y A ° PRECAST DOUBLE -TEE RE: PLAN "ITH a GONGRETE COMPOSITE TOPPING © 2004 4240 ARCHITECTURE, INC. E- OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER H AIv'NEt DESIGN ARC'HI•I•ECT HART I HOWERTON NEW YORK, NEW YORK STRUC°IT RAL ENGINEER I MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER COLORADO CIVILENGIN EER ALPINE ENGINEERING, INC. VAR,, COLORADO IN'T`ERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT" NUMBER: 6250.00 I5SUE REVISION DATE 001 SD ° —HALL /FOOTING CONNECTION DD PROG. 1 ° 003 RE: PREGAST MANUFACTURER PRECAST WALL 004 i I 06.21.04 RE: PLAN CD PROG. 1 01.14.05 --5" SLAB -ON -GRADE PERmiT /BID 02.15.05 WITH 6X6 W2.IXW2,1 04.07,05 2" NON - SHRINK GROUT d. ° BY PREGASTER °' 05.27.05 — x x -- x - x ,,,c ° ADDENDUM 5 Q Ia :0.00•° � °0.00'° ° 0•;00 ° 0•a o• ° � `° ASPHALTIC MASTIC 1 17 PAPER BARRIER 4e Ell lir- 5" SLAB- ON- GR.�LDE — WITH 6X6 H2.IXH2.1 a° W.W.F. 9 #6 x AT S" a ' 4 ° °•00.0 :° °: ; o °: :° e•o °o00�� °oOQ fl °oO�p� °.00 d' �Do ��I 71- .• d a 71 11- #6 AT 1' -0", HORIZONTAL a RE: PLAN ° `II — Ill �lll � III' d r110 1111 =11 Il II ° a d a C ° .4. 'oa d° a Q _ ° .. ° .° d ° . a a ° a .. Q . ', ' ° 4 a, d_ . _ l — a c a d ° ,a d a a' c' a' O -0 j a ° _ 4l d a °,° ° ao" d a I . °. d' ° a ., ° • .Q 1IIilIi �' ll„i=1.1- � ► —III III III ( I AT 1' -O" �( -1 QJC _ illy PLAN #6 AT I' -6" 14 &ECTION 2 4 © 2004 4240 ARCHITECTURE, INC. E- OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER H AIv'NEt DESIGN ARC'HI•I•ECT HART I HOWERTON NEW YORK, NEW YORK STRUC°IT RAL ENGINEER I MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER COLORADO CIVILENGIN EER ALPINE ENGINEERING, INC. VAR,, COLORADO IN'T`ERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT" NUMBER: 6250.00 I5SUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD FROG. 2 05.21.04 004 i PRICING PKG. 06.21.04 I 005 CD PROG. 1 01.14.05 006 PERmiT /BID 02.15.05 PERMIT REV. 04.07,05 009 3 ADDENDUM 3 05.23.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD FROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C _j B A PR OP= PROJECT KEYPLAN FOUNDATION D ETAI LS 51.4 C> 0 N aD N m 'o N m 0 0 U 3 x Q v Z L U.I Q Q UJ (2) - #5 X 3' -O "; WELD TO EMBED PLATE (3" SPACING) 2 1/2" q" 2 1/2" ry 1 1 N it i I tV fN FACE OF "ALL (4) -3/4" d) X 6" H.A.S. f'G = 4,01--51 NORMAL WEIGHT. EPi PLATE 1/2" X 14" X 1' - 2 " q) z Q cl Q W X - 1z I I N FAGS OF WALL (6) -3/4" d� X 6" H.A.S. f'G = 4.Oksi NORMAL WEIGHT. EP2 PLATE 1/2" X 10" X 1' -4 112" (2) - #5 X 3' -0 "; WELD TO EMBED PLATE (3" 5PAGING) 2 „ 6 „ 2 „ I 1 Q Q d w T - (2) - #5 X 3' -0 "; WELD TO EMBED PLATE (3" 5PACIN&) 1 1/2" q" 1 1/2" eI N � I I 0 I I I I N - FACE OF WALL (6) -3/4" O X A" H.A.5. - f'c = 4.Ok51 NORMAL "EIGHT. EP3 PLATE 1/2" X i' -0" X 2' - 2 " Q D 1` (2) - #5 X 3' -0 "; WELD TO EMBED PLATE (3" SPAGINO) S Q Lu Q � d L- W I i O I I O I I 0 � I N FACE OF WALL (8) -3/4" (P X 6" HA.5. f'G = 4.Ok5i NORMAL WEIGHT. EP4 PLATE 112" X 1' -2" X 3' -O" Q 0 z v Z 4 W Q 111 z (2) - 0 5 X 3' -O WELD TO EMBED PLATE (3" SPAGING) 2 1/2" 7" 2 1/2" (N m I I N FACE OF "ALL (4) -3/4" (D X 6" H,A,S. f'G = 4.01<51 NORMAL WEIGHT. EP5 PLATE 1/2" X 12" X 1' -0" Vill Q 0 z v Z Q !t1 Q 111 z - (2) - #5 X 3' -0 "; WELD TO EMBED PLATE (3" SPACING) 2 „ 4 „ 2 „ i 1 N (N FACE OF WALL (4) -3/4" <P X 6" H.A.S. f'G = 4.01 NORMAL WEIGHT. EP6 PLATE 1/2" X 8S" X 8 „ H.A.S. H A.S. V EPiO 1� 11 2 " 2" VARIES 10" H.A.S. d' EP1I II I � i 1 2" 2" VARIES e ,. REBAR REBAR EP12 2" 2" VARIES itl EPi3 2" i 10" 10" 1 2" 2 1, 8„ 11 2„ 1 EPI4 I I - � i 1 VARIES y z F N 2 - 5 /8 "(DX4" H.A.S. -(2)- 1 /2 "(A THREADED RODS (C BADE A3b WELDED TO PLATE y 2 g „ H.A.S. - (V 1 PI E 5 II II N 2" 2" VARI E5 2 ., S i. 2 " I Jam` EP16 t 'I + i � I f VARIES _v F- m ( 1 /2 "di THREADED RODS (GRADE A36) WELDED TO PLATE H.A.S. Y v B E z m Ps 1/2 "(D THREADED 7S (GRADE A36) _DED TO PLATE 5/8 "(DX4" H.A.S, (2)- 1/2 "0 THREADED RODS (&F ADE A36) WELDED TO PLATE (GRADE A36) ` # 4 (GRADE A36) NOTE: DEVELOP REBAR IN DIRECTION OF WELDED - WELDED CONNECTION Y H (VERIFY 2' -0" WITH JOIST i MANUFACTURER) N H.A.S, (2)- I /2 "(P THREADED RODS (GRADE A36) WELDED TO PLATE (3)- 5 /e>" (VX6" H.A.S. 8 „ HA.S. �� EPi7 �• t I n 2 " 2" VARIES 2" 10" 2" I I EPiB VAR VARI E5 VARIES 112 "(P THREADED DS GRADE A ( 36 '.LDED TO PLATE - 5/8 "mX4" HA.S. v -0„ - f� 1 (2)-5/8 "d>X4" H.A.S. -- - -(2)- 1 /2 "(D THREADED RODS (GRADE A36) "ELDED TO PLATE V v H 2)- 1/2 "(P THREADED RODS (&MADE A36) WELDED TO PLATE H.A.S. V _v T r (2)- 5 /8"cGX6 ii --� H.A.S. (2)- 1 /2 "m THREADED RODS (GRADE A36) WELDED TO PLATE f=LATE eC�AFE:)ULE-CA&T IN F=LACE UJALLe. 5A FL.A S C"EDULrE GRID LOGATON COLUMN SIZE BASE PLATE 51ZF ANCHOR 5OLT5 F'G P51 1 112" VARIES 1 112" _ lij 1 ■I fY _ > f - TS COLUMN RE: PLAN NOTE5t i. ALL BASE PLATES OR PLATES CONNECTING TO BEAMS SHALL BE STEEL PLATES WITH THICKNESS EQUAL TO THE GREATER OF 1/2" OR THE FLANGE THI0KNE55. - TS 6X6 1 3/4" X 10" X 16" (4) -3/4" m - L.7 - 13.6 W12Xi06 2" X i8" X IS" (4) -1" cD 6000 N.6 - 13.2 "12X210 5" X 18" X 30" (4) -1" (V 8000 L.7 - 12.4 1-155IOXIOX5 18 1 3/4" X 15" X 15" (4) -1" (P 6000 L.7 - 11.6 HSS12XI2X5 /8 2" X IS" X 18" (4) - 1" 4> 6000 L.7 - 10 "12X120 3 1/2" X IS" X 24" (4) -1" 4> 6000 X.3 - XD.i "12X136 3 1/2" X IS" X 24" (4) - 1" 4> - X3.8 - XD.2 H5S8X8X1 12 2 1/2" X 8" X 16" (4) -1" <D 6000 X.3 - XB.i "12X152 3 1/2" X 18" X 24" (4) -i" m 7000 L.4 - XA H5512X12X5/8 2" X 18" X i8" (4) -1" <D 7000 H - 4 1^112X305 6 1/2" X IS" X 34" 7500 D- 4 "12X252 6 1/2" X 18" X 34" (4) -1" N 7500 G - 5 HS5bX8X5 /e> 1 3/4" X 15" X 15" (4) - 1" (P - 1000 G - 6.2 H5512X12X5/8 2" X 18 "X IS" (4) -i" cD 7000 B - 5 1 3 1/2 "XIS" X 24" (4) -i" <D 7000 B - 6.2 H551OXIOX /12 1 3/4" X 15" X 15" (4) -I" 7000 5.5-20 "12X152 6 1/2" X 18" X 34" (4) -1" 4 7500 P3 - 20 "12Xig0 6 112" X IS" X 34" (4) -1" <D 7500 M.8 - 20 "12Xi36 3 1/2" X 18" X 24" (4) -I" (D 7500 L.7 - 20 "12X136 3 1/2" X IS" X 24" (4) - 1" 7500 L.7 - 17.56 "12X152 5" X 18" X 30" (4) -1" 4> 6000 S.5 - 16.1 HS5IOXIOX5 18 13/4" X 15" X 15" (4) - i" Q> 7 500 P.3 - 15.6 "12X210 6 1/2" X 18" X 34" (4) -1" (D •7500 L.7 - 15.6 "12X152 3 I /2" X 18" X 24" (4) -1" « 0000 L.7 - 14.3 HSSSXSXI /2 1 3/4" X 15" X 15" (4) -1" <D 6000 45 - 14 H5S8X8X5 /9> 1 3/4" X 15" X 15" (4) -1" 0 7500 L.7 - 13.8 H551OXiOXi /2 1 3/4" X 15" X 15" (4) -1" IP 6000 1 t 't ti � 1 } �. l r.a t � ♦. 1 ! ti ♦ CORE WALL RE INFORCE1IENT &C,"EDUL.E TYPE VERTICAL REINFORCEMENT HORIZONTAL REiNFORCEI'"ENT REiNFORCEMENT EACH SIDE OF OPEN iNCz TiE BEAM OVER DOORS NOTES -- 6' - TO q' - O" L5X5X3 /8 -- q' TO 10' - L5X5X1 /2 6 44 7 4 C RE, SECTION I/52.1 a #6 AT 1' -4" #6 AT i' -4" (2) - #6 24 FOR CORNER BAR 31 31 12 b (2) - #6X GON7IN0005 28 37 37 14 7 42 INFORMATION z 't Y... � ,.�"`,_'t.t 2I 3.\ e :R S .yZ fa,.. i. l.11 �`i �,R .,V >(' � t Y ��.L 1 t ~h Y'l`! Z: ) ' ,. K t \. , i `S ,T 4 •ni A ' i `Y L 'L `11\ \ i. n.•,'a ? - S ,rte 1 1 Y "2 S - 'L \. (P ? 4. G`��_.C� � 1 02 62 19 9 54 Wr t 1 ...\. } �J1 � '>.), V i }1 �>:. .-. -.,:..w_ c � t1t t�� L"'�, r7 r_ ' ..o-r".... 5 4 a y. l.'.t ..� „�-+ �'ck ... t' Ct. rl _1'tC ,t` 5,, .� \•. �� 1 i ; sc .J` - -v _- ix , • :S^� �. '2,`�"c , n:.ar,.• : . >•.va`nra•, -> . K ° +`4.. , !,�sh'•i. , .. :,. / „v-!, 1 i.,`.' -., -, i;ry f ' :v?y . } \. .!.. `t C•'. r ; x �+i' "C 5 'P �lfi . ts• { .z:} t". : +. ,_ ....>._:,; -,._ .r_.t.........,,:. ._. vt: n ).i.t..= :.ny -�. ta•.: . ,:,, -., !': -n! - ; , 3.>r<., ,`�, ,�„ t� ,,. „ 3 ?!'i ^,: /L`::, °�- ,cam:'., �-•.t ,:<�: Y RE= SECTION 1/52.1 Fc #8 AT 8" #6 AT 1' -4" (2) - #6 (2) - #6X CONTINUOUS FOR CORNER BAR c e INFORMATION l .. _ �§, ) r. .r .<-.- . � ?i ., ..a _♦ �. ,. n rt l 1 r } .. .... .. .. .. .. .. ... •. .. - -,.._ ...._ � 4: , .. :... .., � ,r} .w -f, ,_ >. ti \ X t ,1 i,.0 .4, 'a,• .Y •,.. L, ..t H , . 2, :.. •.. �..... __. .nl ,. ,. ,. k, r .-. _ .w _.. .•-, . L. ti.. -. - 1 L V', r L i s _, r >tyy , >v ca ;, � -,,,: .. na . -� Y,� Ott %, - :� 7 v 1 ,rl, ': \, a1a �4. ,1 3 .ir '2 `'a'. `i, . t. 1 L` 1 L •; #. _ ..,�" .� �° .s�' < „tc. , ,.t. �..'S 'I � -.5 /(� y { y �2 R SA 1 t S 1 > . ��'> a. ?, ., :. ..:.1 :. ,.- a ............. ..,. , ti•. S t. .._,. ,.a,.., r ,.: ... , t • . a r,. .,.. rr ..., ...v... r ,,,:, ",>_ .rte 1. ;} •`U -,, { REt SECTION I /52.1 #6 AT 1' -4" (2) - #6 (2) - #6X CONTINUOUS FOR CORNER BAR INFORMATION 4 Y t t \ i Z L t l i Y e Y \ i 4 ti l } , L , r "'2.� e s♦ t a rat _ n 1 <. 1 s... ..., . , ..... . . ,. .., . ... > a.. ,,, r.. .. .. ::. ..: , .. _: .• } n d i, y' r a S S 1 t 't ti � 1 } �. l r.a t � ♦. 1 ! ti ♦ t.' 4 1 Y ti ♦ Z , J LJ � } t 7 1 P L J 1 L s r i \ u S n NOTES, 1) ALL INTERIOR 8" BASEMENT "ALLS ARE REINFORCED "ITH #6 AT 1' -0" VERTICAL AND #6 AT I' -6" HORIZONTAL U.N.O. CCU ��' ��'1_ iGE SCHEDULE BAR DEVELOPMENT SI ZE LENC' 4 3b° -- 6' - TO q' - O" L5X5X3 /8 -- q' TO 10' - L5X5X1 /2 6 44 7 4 C \ h t r 25 25 q 5 24 24 TO HOF RE 11 IN E 5P� 0 f S LOOSE LINTEL SCHEDULE FOR STONE VENEER SPAN ANGLE SIZE COMMENTS LESS THAN 6' - L5X5X5/16 -- 6' - TO q' - O" L5X5X3 /8 -- q' TO 10' - L5X5X1 /2 -- 18 7 4 NOTES: 1. LINTEL ANeLE LENGTH EQUALS CLEAR SPAN PLUS 1' -4 ". CONCRETE SLAB ON METAL DECK Q . a x x.-. x --t (2) - #5 IN BOND BEAM L&X4X114 X 2' -0" EACH SIDE AT 8' -0" "ITH (2) -1/2" m EPDXY BOLTS GMU WALL 3/4" HORIZONTAL RE i NFOR61 NCB REt PLAN AND SCHEDULE z� Q ti! VERTICAL RE i NFORG I NG RE: SCHEDULE SHEET 52.1 REiNFORCINCx LAP SCHECDULE (INCHES) (4000 PSI NORMAL "EIGHT GONGR)_TE) BAR SIZE DEVELOPMENT LENGTH, i3 LAP SPLICE LENGTH, 1 HOOK DEVELOPMENT LENGTH, idh TOP HOR. OTHER TOP HOR. OTHER 3 14 14 18 18 7 4 19 Iq 25 25 q 5 24 24 31 31 12 b 28 28 37 37 14 7 42 42 54 54 17 8 47 47 02 62 19 9 54 54 70 - 10 21 10 60 60 7e> 78 24 NOTE: Fy = 60,000 p5I A �5 2 REINFORCING LAP SCHEDULE (INCHES) (5000 PSI NORMAL "EIGHT CONCRETE) BAR SIZE DEVELOPMENT LENGTH, Id LAP SPLICE LENGTH, i HOOK DEVELOPMENT LENGTH, idh TOP HOR. OTHER TOP HOR, OTHER 3 17 13 22 17 6 4 22 17 2q 22 8 5 28 21 36 28 If b 33 25 43 33 13 7 48 37 63 48 I 5 55 42 72 55 17 9 62 48 8i 62 19 10 70 54 91 70 22 NOTE: Fy = 60,000 psi © 2004 42140 ARCHITECTURE, INC. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT CONI A V 1 AVON, COLORADO ARCHITECT OF RECORD ELI mi I Denver, Colorado MASTER PLANNER & DESIGN M G Q � 'HTI'ECI' I J_t.. R T HOWE T R ON NI:W YORK, NEW YORK STRLICT[JR_a? E�TGi21>„">✓R MONROE & NEWELL ENGTNEFd2.S, INC j AVON, COLORADO MEP ENG IAIL C-kTOR R7MA.AND ASSQCTA TES, CO. DE NVER, COLORADO CIVU, ENGLhTE2R ALPINE MNGINMUNG, INC. VAIL,COLORADO INMMUOR DESIGN SLaMR DESIGN S EDWARD S, COLORADO J i PROJECT NUMBER- 6250.00 ISSUE REVISION DATE 001 SD 01.23,04 002 DD FROG. 1 04.12.04 003 DD PROD. 2 05.21.04 004 PRICING P KGy. 06.22.. 04 005 CD PROD. 1 01.14.05 006 PERMIT /BID 02,15,05 Al PERMIT REV. 03.24.05 0 PERMIT REV. 04.07,05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01 A5 023 ADDENDUM 14 07.29.05 C B A �N PROJECT KEYPLAN SCHEDULES 52.1 RE: PLAN S E CT ION i co to 8 6 Y 0 m� #4 X 6'-0" AT 2 1 -0 1. DOUBLE TEE /BEAM CONNECTION BY PRECAST SUPPLIER SLOPE PE ARCH PLANS 5" MINIMUM STRUCTURAL CONCRETE TOPPING CONCRETE TOPPING AND REINFORCEMENT RE.- PLAN RE PLAN 4 BEARING PAD BY PRECASTER SECTION 1& 3/4" = 1.-0. #4 X ib'-O" AT 2'-0" 51. MINIMUM CONCRETE kst.".F. RE- PLAN TOPPING RE: PLAN . . . . . . . . . . DOUBLE TEE FLANGE 50LID OR HOLLOW CORE PRECAST PLANKS CONNECTION BY RE. MANUFACTURER PRECAST SUPPLIER AT &ECTION 1 JK #5 x 6 31e>" X e$" X e>" AT EMBEDED PLATE KITH EACH i- (4) -1/2'(P X H.A.S. EMBED AT 5'-0" . 4 PLATE ? 4 :1 L 6 4 7 - 7 PRECAST FOUNDATION WALL RE- MANUFACTURER SOLID CORE OR HOLLOW CORE PLANKS WITH TOPPING (SLOPIN& RAMP) - SLOPING LEDGE BEARIN& PAD BY PRECA5TER 4 , v4 &ECTION ]a 3/4" -SOLID CORE OR #4 X 6'-0" AT 1'-0" HOLLOW CORE PLANKS RE: MANUFACTURER 5" SLAB -ON -GRADE W1TH 6X6 V42.1 X N2.1 SL-0,PF- Q, 3/4" = 1'-0" #4 X 6'-0" AT 2 DOUBLE TEE/BEAM CONNECTION BY PRECAST SUPPLIER SLOPE PER ARCH PLANS CONCRETE TOPPING AND REINFORCEMENT RE: PLAN RE: PLAN 00 BEARINC- PAD BY PRECA5TER SECTION 20 314" 1' -O" A PRECAST DT BY PRECAST SUPPLIER PRECAST SHEAR WALL V41TH CONNECTION TO DT'S BY PRECASTER 5/4' I'-o" ` PLATE BY RE: SCHEDULE AST DT FRECA5TER RE. 005 PLATE MANUFACTURER AT #5 x 4 2 AT EACH 4" 4 EMBEPED TS COLUMN PREC AST FOUNDATION PLATE 2'-0" MALL RE MANUFACTURER (GRADE 40) 5" MINIMUM CONC RETE CONNECTION BY TOPPING 40 / 1 4 1/2" ISOLATION -JOINT y —SLAB -ON -GRADE PAD BY 4 "TH W.W.F. BASE CONNECTION - - -' - I CD FROG. 2R RE: MANUFACTURER X 3t .4 IANUFACTUREP - INVERTED TEE 4 023 ADDENDUM 14 BEAM RE: PLAN (Xxx -xx 7 - 7 X PRECAST COLUMN - 11 0 6 RE: PLAN A A I &ECTON 7 7, LPI PRECAST DOUBLE TEE RE: PLAN 5/4. BEARING PAD BY- RE: PLAN 10 3/4" = 1'-0" #4 X 6'-0" AT 2 DOUBLE TEE/BEAM CONNECTION BY PRECAST SUPPLIER SLOPE PER ARCH PLANS CONCRETE TOPPING AND REINFORCEMENT RE: PLAN RE: PLAN 00 BEARINC- PAD BY PRECA5TER SECTION 20 314" 1' -O" A PRECAST DT BY PRECAST SUPPLIER PRECAST SHEAR WALL V41TH CONNECTION TO DT'S BY PRECASTER 5/4' I'-o" PRECAST COLUMN eECTION 12 2 #5 AT 16" X 2'-0" PRECAST DOUBLE TEE, RE: PLAN 5ECTI011 13 DREG DOUG RE. PLAN &ECTION . 4 1 3/4 1' -O eOLIE OR H( PLAN RAMF RE: MANUFACTURER &ECTION 15 3/4" = 1' -0.1 #4 X 4'-0" AT 2 CONNECTION BY TUBE STEEL COLUMN PRECAST SUPPLIER AND BASE PLATE CONCRETE TOPPING SCHEDULE (2)-#5 CONTINUOUS AND REINFORCEMENT I" NON - SHRINK G ROUT CONCRETE RE: PLAN i I i EMBED PLATE AT TOP SLAB ON METAL OF PRECAST COLUMN RE PLAN PECK BY PRECA5TER KITH MACHINE BOLTS 4 TO MATCH COLUMN BASE PLATE RE: SCHEDULE L 3X3X114 CONTINUOUS 5N 4 4. av 4� PRECAST L-SHAPEP- 2'-0" = L CONNECTIONS ci 4 BY PRECAeTER —(2)-#3 x 2--0" MELDED TO EMBED PLATES EACH SIDE 4 BEARING PAP BY OF PRECAST - PRECA5TER COLUMN PRECAST - INVE RTED TEE BEAM RE; PLAN (TYP. PRECAST COLUMN RE. PLAN PRECAST PT BY PRECA5T SUPPLIER SECTION 3/4" THREADED RODS — 4 RE: SCHEDULE AST DT WELD TO EMBED 005 PLATE 4 BASE PLATE PERNUT/BI13 °a ADDENDUM 009 DF�NDUM 3 05.23.05 4 GROUT TS COLUMN dc� PRECAST COLUMN eECTION 12 2 #5 AT 16" X 2'-0" PRECAST DOUBLE TEE, RE: PLAN 5ECTI011 13 DREG DOUG RE. PLAN &ECTION . 4 1 3/4 1' -O eOLIE OR H( PLAN RAMF RE: MANUFACTURER &ECTION 15 3/4" = 1' -0.1 #4 X 4'-0" AT 2 CONNECTION BY TUBE STEEL COLUMN PRECAST SUPPLIER AND BASE PLATE CONCRETE TOPPING SCHEDULE (2)-#5 CONTINUOUS AND REINFORCEMENT I" NON - SHRINK G ROUT CONCRETE RE: PLAN i I i EMBED PLATE AT TOP SLAB ON METAL OF PRECAST COLUMN RE PLAN PECK BY PRECA5TER KITH MACHINE BOLTS 4 TO MATCH COLUMN BASE PLATE RE: SCHEDULE L 3X3X114 CONTINUOUS 5N 4 4. av 4� PRECAST L-SHAPEP- 2'-0" = L CONNECTIONS ci 4 BY PRECAeTER —(2)-#3 x 2--0" MELDED TO EMBED PLATES EACH SIDE 4 BEARING PAP BY OF PRECAST - PRECA5TER COLUMN PRECAST - INVE RTED TEE BEAM RE; PLAN (TYP. PRECAST COLUMN RE. PLAN PRECAST PT BY PRECA5T SUPPLIER SECTION 3/4" PRECAST DOUBLE TEE, REt PLAN PRECAST WALL 2 1 DOUBLE TEE RE: PLAN (2)-#5 CONTINUOUS PRECAST INVERTED TEE BEAM RE: PLAN ,5ECTION a BEAM RE PLAN #4 X 6'-0" AT 2'-0" DOUBLE TEE /BEAM- CONNECTION BY PRE SUPPLIER (2)-#5 CONTINUOUS- Ira THREADED RODS — �r RE: SCHEDULE AST DT WELD TO EMBED 005 PLATE IANUFACTURER BASE PLATE PERNUT/BI13 RE: SCHEDULE ADDENDUM 009 DF�NDUM 3 05.23.05 I" NON - SHRINK GROUT TS COLUMN #4 X 6'-0" AT RE: PLAN 2'-0" CD PROG. 2 DOUBLE TEE/BEAM 5" MINIMUM CONC RETE CONNECTION BY TOPPING PRECAST SUPPLIER BY BY PREGA5TER PRECAST DOUBLE TEE, REt PLAN PRECAST WALL 2 1 DOUBLE TEE RE: PLAN (2)-#5 CONTINUOUS PRECAST INVERTED TEE BEAM RE: PLAN ,5ECTION a BEAM RE PLAN #4 X 6'-0" AT 2'-0" DOUBLE TEE /BEAM- CONNECTION BY PRE SUPPLIER (2)-#5 CONTINUOUS- Ira DD PROG. 2 �r U4 X 6'-0" AT AST DT 06.21.04 005 2'-0" IANUFACTURER 006 PERNUT/BI13 02,15.05 ADDENDUM 009 DF�NDUM 3 05.23.05 CONNECTION BY TS COLUMN RE: PLAN DOUBLE TEE CAST IN PLACE REtPLAN CONCRETE TOPPING RE: PLAN N.N.F. RE, PLAN PRECAST INVERTED RE: PLAN TEE BEAM RE; PLAN SECTION 2 1/2" X 12" X 12" EMBED PLATE IN BEAM 5 /4" = 1'-0" #4 X ro'-O" AT Z-O" DOUBLE TEE/BE GONNECTION, BY PRECAST SUPPLIE CAST IN PLACE CO N C RETE TOPPING RE= PLAN W.W.F. RE- PLAN RE, PLAN BEARING PAD BY PRECASTER AT DOUBLE TEE LEC-75 CONCRETE TOPPING AND REINFORCEMENT RE: PLAN RE: PLAN BEARING PAD BY Z-i X. /A -- -------- PRECA5TER AT DOUBLE TEE LF-C-75 4 ' 4 3/4" 1'-0" - BEARING PAP BY 3 MINIMUM— F::>RECASTER CONCRETE TOPPING WITH 3 &ECTIO N X N2. N RE: PLAN 3/4" = 1101. #4 X 6'-0" AT 2'-0"— n d X 39 X a - DOUBLE TEE/BEAM - 1 1 . / 4 CONNECTION BY , PRECAST SUPPLIER L-( �\\ BY PREGA5TER 4. % BEARING PAD BY 4 PRECASTER INVERTED TEE 4 BY BEAM RE: PLAN (T r fF- - PRE <, DOUBLE TEE RE: PLAN PRECAST COLUMN �5ECTION 4 RE- PLAN 3/4" W.N.F. RE, PLAN-- RE; PLAN &ECTION e CAST IN PLACE CONCRETE TOPPING RE-- PLAN N.W.F. RE- PLAN RE: PLAN BEARING PAD BY PREGASTER 3" MINIMUM CONCRETE TOPPING RE: PLAN 1-STUD NALL 3/4" = V-0" 5" MINIMUM CONCRETE RE: PLAN TOPPING WITH RE: PL AN 0X6 K2.1 X K2.1 OIL 1/4" MAXIMUM DOUBLE TEE FLANGE 3t X —X —I-- V 7 7 /* CONNECTION BY PRECAST SUPPLIER. AT 5ECTION E-) 5/4" = 1'-0" 5ECTICN 3/4" 0 1. CAST IN PLACE CONCRETE TOPPING RE: PLAN N.N.F. RE= PLAN RE: PLAN DOUBLE TEE RE: PLAN BEARING PAD BY PRE(�, 'ASTER AT H TEE LEGS DOUBLE 3/4" = 1 ------ CAST IN PLACE CONCRETE TOPPING RE: PLAN N.N.F. RE: PLAN PRECAST L-SHAPED BEAM RE. PLAN OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT co AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER. DESIGN ARCHITECT I PART I 110WERTON NEW YORK, NEW YORK STRUCY-URA- T-INGINE—ER MONROF AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLWER DESIGNS EDWARDS, COLORADO PROJE NUMBER: 6250.00 ISSUE RE-VISION DATE 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 U4 X 6'-0" AT AST DT 06.21.04 005 2'-0" IANUFACTURER 006 PERNUT/BI13 02,15.05 ADDENDUM 009 DF�NDUM 3 05.23.05 CONNECTION BY PRECAST SUPPLIER CD PROG. 2 05.27.05 013 RE: PLAN 06.03.05 \ —BEARING BY BY PREGA5TER PAD BY PRECA5TER CD FROG. 2R AST BEAM PRECAST IANUFACTUREP - INVERTED TEE 023 ADDENDUM 14 BEAM RE: PLAN 7 X PRECAST COLUMN RE: PLAN A I &ECTON 10 PRECAST DOUBLE TEE RE: PLAN 5/4. BEARING PAD BY- 5ECTICN 3/4" 0 1. CAST IN PLACE CONCRETE TOPPING RE: PLAN N.N.F. RE= PLAN RE: PLAN DOUBLE TEE RE: PLAN BEARING PAD BY PRE(�, 'ASTER AT H TEE LEGS DOUBLE 3/4" = 1 ------ CAST IN PLACE CONCRETE TOPPING RE: PLAN N.N.F. RE: PLAN PRECAST L-SHAPED BEAM RE. PLAN OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT co AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER. DESIGN ARCHITECT I PART I 110WERTON NEW YORK, NEW YORK STRUCY-URA- T-INGINE—ER MONROF AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLWER DESIGNS EDWARDS, COLORADO PROJE NUMBER: 6250.00 ISSUE RE-VISION DATE 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14,05 006 PERNUT/BI13 02,15.05 ADDENDUM 009 DF�NDUM 3 05.23.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 06.03.05 017 CD FROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 L- c B PitojEcr N PROJECT KEYPIAN PRECAST DETAILS 54.1 5ECTION 22 DOUBLE SHEAR STEEL PLATE 4CRETE rAL DECK STONE \/ENE STEEL COLUMN RE; PLAN WITH GAP PLATE 3/4" L5X5X5/8 BI TO RADIUS Jo 5/16" EPDXY ANCHORS A' X 24" :ENEF;Z P SECTION 28 3/4" = 1'-0' I_5X5XI/4 AT 3'-0" STONE VENEER STONE LINTEL STONE VENEER STEEL BEAM RE PLAN CONCRETE SLAB ON METAL DECK L 4X4XI14 I CONTINUOUS 7 L3X5XI14 AT 3'-0" L&X&X3/,e> X e>" WITH (2)-5/8" 0 EPDXY PINS AT 5/4" = 1'-0" trE � T 1 0 Nil 2- 3/4" , ECTION _2 3/4" = 1'-0" CONCRETE SLAB ON METAL DECK X-39-31 X % STEEL BEAM Li STONE VENEER I I CD 04.12.04 DEC DD PROG. 2 6" C-MU WITH #5 AT 16" I I PRICING PKG. VERTICAL IN C'ROUTED 1 WITH H.A.S. CELL 0 : I RES 25/55.1 Z � ATE PL E I I STEEL BEAM SEE GENE -AL NOTES TYP. RE- PLAN STEEL BEAM CD PROG. 2 RE: PLAN - L5x5xI/4 AT 3'-0" 06.03.05 L5X5XI14 AT 3'-0" EACH SIDE SANDSTONE ARCHED LINTEL 1^J/ (2)-5/16" EPDXY i ANCHORS AT I'-6" trE � T 1 0 Nil 2- 3/4" , ECTION _2 3/4" = 1'-0" CONCRETE SLAB ON METAL DECK X-39-31 X % STEEL BEAM /II RE: PLAN I I METAL ROOF 04.12.04 DEC DD PROG. 2 05.21.04 I I PRICING PKG. 1/4" 1 WITH H.A.S. / BE I N : I - 02.15.05 Z � ATE PL E I I STEEL BEAM SEE GENE -AL NOTES RE- PLAN --TS COLUMN 3/9 META PECK bi C) 16 0 to o 0 N 1 eECTICN aO 3/4" 1'-0' 3/4" = 1'-0" STEEL BEAM RE: PLAN PLATE 318 X 6 WATERPROOF INEB MEMBRANE 4 PROTECTION BOARD TOP OF FINISH CAST STONE <,AP-� L4X4X 518 DECK SUPPORT ANGLE L3x3xll4 (TYF-)--' 15 AT I'-e>") 511fo EPDXY LAB 5 K 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. RE: PLAN TS COLUMN RE; PLAN SECT I01 2-4 5/4" = i'-O:! &ECTI01 1 2E 3/4" = 1'-0" 1�1 iii TS COLUMN 4 1/2" CONCRETE RE: PLAN SLAB ON 2" METAL DE(, DECK 1/41TH W.W.F. x— X_ f�4 I" VERTICAL STIFFENER EACH SIDE OF COLUMN Up RE: PLAN T.O.5. LAB K C, ry RE: PLAN —4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. I _. - - ' . I 4— X-4 EXTERIOR METAL STUD WALL 6 1, /7 3/4"d) PIN I STEEL COLUMN 1" BOTTOM' RE! PLAN III —4 1/2" CONCRETE SLAB ON METAL DECK 4 1/2" CONCRETE SLAB I" TOP R. WI TH W.W.F. ON 2" METAL DECK WITH H,A.5. STEEL COLUMN RE: PLAN -.:-;c 3/4 "1 BO 1/4" BENT STEEL ------- i Ft, EDGE AN6-LE l STEEL BEAM M NOTES AT SIMILAR RE. PLAN EXTERIOR STUD WALL DECK SPANS WITH I" SLIP CONNECTION PERPENDICULAR AT TOP TO BEAM. - ST EEL BEAM kqH IT &ECTION I A .11 A I STEEL BEAM, RE: PLAN H.A.S. RE: PLAN 3/4" I A N WITH N TT A L AT EXTERIOR TT'FICAL COLU� 5/4" 4) H.A.5. o I° < 4" X STEEL TRANSFER—/ 'S — DOUBLE SHEAR EDGE OF 5LA5 RE: PLAN a. STEEL PLATE BEAM RE: PLAN 3/4' 4 TOPP 1/2" ING CONCRETE (4)-1" <P THREA01EP &ECTION 13 kT 3'-0" RODS, WELD LD TO -1" NON - SHRINK GROUT 3/4" STEEL BEAM #4 X 4'-0" AT :2'-0" EMBED PLATE RE: PLAN CENTER OVER PRECAST COLUMN 1'-0" RE: PLAN Qi GIRDERS RE: PLAN X 1'-4" X 1'-4" RE, PLAN RE: PLAN 4 1/2" CONCRETE SLAB EMBED PLATE EXTERIOR STUD WALL TOP OF BEAM ON 2" METAL DECK RE: PLAN STEEL SPLICE "ITH "J E CT ION I (a 1/4" BENT PLATE w EDGE ANGLE r1 f_n 7 3/4" _ 4 —Ej Oil* 1 :0 H-A.S. RE: SECTION 0 if 4 1/2" CONCRETE 0 11 SLAB ON 2" METAL RE: PLAN AND PErDECK WITH W.W.F. OENERAL NOTES STEEL BEAM It FOR CONNECTION RE: PLAN SLOPING CONCRETE CONCRETE WITH H.A.S. SLAB ON METAL DECK DESIGN (DOUBLE SHEAR 4 1/2" GONG. NGONG. 7 PLATE CONNECTION 5 1/2" MINIMUM SLAB SLAB ON It 15 TYPICAL) THICr-NE55 4 DRAIN RE: METAL DECK r"a STEEL TRANSFER BEAM It A S X X RE: PLAN 25/55.1 4 23 X STEEL COLUMN A I x " RE: PLAN I SLOPING CONCRETE SLAB I" STIFFENER EACH 51 DE OF BEAM SECTION it — 2 %j METAL DECK. MIN. SLAB I LI NOTE: THICKNESS AT DRAIN 5 1/2" = ATSIMILAR SECTION COLUMN ABO\/E 1_4X4X3/b DECK SUPPORT STEEL BEAM DOES NOT EXIST ANGLE RE: PLAN 1 STEEL COLUMN (4)-5/4"<P THRU-BOLTS SECTION 0 RE: 5SCHEDULE F 5ECTION 14 WITH 1/2" BASE I i 4 1/2" CONCRETE SLAB 3/4" = 1'-0" PLATE i ON 2" METAL DECK RE: PLAN ON -3/4'. I' -O" RE: N.N.F. STEEL BEAM 4 112 2" METAL " CONCRETE DEC,5< EED33 LA RE: PLAN k4i TH NJ-1.F. PLA #4 X 4'-0" AT 1'-0" RE: PLAN ENTER OVER --------------------- ---------------------- GIRDERS T I 1 TOP OF STEELi 5/4" ELEVATOR CORE DOOR /__4 1/2" CONCRETE SLAB OPENING ON 2" METAL DECK -4 WITH W.W.F. - ------- - - - - -- - S; STEEL BEAM RE: PLAN "iTH STIFFENER EACH SIDE UNDER ----------------- 5 AT 1'-0" X 3'-0" p 3/4" = 1'-0" RE: PLAN 4 1/2" GONCFZETE5LAB TOP OF ON 2" METAL DECK STEEL WITH W.W.F. If 5ECTION ]E-;� 3/4" = 1'-0' • RE: CONCRETE SLAB ON METAL DECK STEEL BEAM RE: PLAN EXTERIOR STUD "ALL WITH SHEATHING CONCRETE RE: PLAN ON METAL P 4 1/2" CONCRETE METAL EC-< SLAB ON 2" r1ETAL DECK WITH NJ-4.F, 114" BENT STEEL EDGE ANC -ALE L4X4X 3/S DECK SUPPORT ANGLE STEEL BEAM RE: STEEL BEAM CAST STONE PLAN "TH H.A.S. RE: PLAN 4 1/2" TO 3 1/2" GONG. SLAB ON P - 22 GA. METAL DECK WITH _ BEAM RE: PLAN &ECTION 2ro- __STEEL BEAM RE: PLAN PRE<_A5T CORE P-4ALL "ELP TO EMBED RE PLAN PLATE REINFORCEMENT RE: SCHEDULE V = N II II it II II II T STEEL BEAM STEEL COLUMN RE: PLAN RE: PLAN WITH H.A.S. -4 1/2" CONCRETE SLAB STEEL BEAM ON 2" METAL DECK WITH W.W.F. RE: PLAN 1/2" STIFFENER EACH SIDE AT COLUMN eECTION 10 RE: PLAN 4 4 A 4 (4)-1" (1) THREADED--/ o EMBED PLATE RE: PREGA5TER RODS, 114ELP TO I" NON - SHRINK GROUT EMBED PLATE a 4 . 4 PRECAST COLUMN RE: PLAN ---I" X 1'-4" X 1'-4" EMBED PLATE SECTION 3/4" = 1'-0" PRECAST CORE P%I, STEEL COLUMN RE: PLAN I" VERTICAL RE: PLAN STIFFENER EACH SIDE OF COLUMN —4 1/2" CONCRETE SLAB i ON 2" METAL DECK <RE: PLAN> i i WI TH W.W.F. X x X F am m I 0 Q II II O II 4. DOUBLE SHEAR 4: STEEL TRANSFER STEEL PLATE BEAM RE: PLAN PRF(::,A5T CORE WALL — 4 (4)-l" (P THREADED RE: BASE PLATE RE: MANUFACTURER RODS, WELD TO .14 SCHEDULE 4 EMBED PLATE .4 1" NON - SHRINK GROUT PRECAST COLUMN RE: PLAN I X 1'-4" X 1'-4" EMBED PLATE SECTION 1=1 3/4" 5ECTION 12 5/4" = 1'-0" RE: GENERAL NOTES FOR METAL DECKING 4 1/2" CONCRETE SLAB WELDING ON 2" METAL DECK 5/4" (P X 3 1/2" H.A.S. AT 1'-0" MINIMUM SPACING RE: PLAN RE: PLAN TOP OF STEEL "_".F. RE: PLAN 3/4" 1/4" BENT STEEL F?_ EDGE ANG 3/4"<P X 3 1/2" H.A.5. /RE: PLAN - SEE NOTES FOR GUANTIT*r AND SPACING 4 1/2" CONCRETE SLAB RE: PLAN 5" ON 2" METAL DECK TOP OF WITH N.N.F. STEEL X—X—X—X -5 10 :0 10 5-12 I STEEL BEAM RE: PLAN WITH H.A.S. \\\-:RE. GENERAL NOTES FOR STEEL CONNECTION T'I'F=>l C,AL INTERIOR DESIGN FLOOR Of=>ENIN(2sE) 5ECTION-4 3/4" = 1'-0" > ETE SLAB - K -STEEL COLUMN RE: COLUMN SCHEDULE 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. 4 1 . x< 4 x fg — ------------ A- ---------- - A- E l l STEEL BEAM ___j /II 01.23.04 I I DD PROG. 1 04.12.04 RE: PLAN DD PROG. 2 05.21.04 I I PRICING PKG. 06.21.04 INOTE: WITH H.A.S. / I PERMIT' /BID - 02.15.05 Z � AT SIMILAR SECTION, — 03.24.05 kAI TH "J-4.F, SEE GENE -AL NOTES DEG< SPAN OF FLOOR I" STIFFENER CD PROG. 2 SPLICE WITH 3/4" 013 FOR CONNECTION DESIGN 06.03.05 IS PERPENDICULAR TO EACH SIDE i i i REOUIREMENT5 THE ONE SHOWN HERE. (TYPICAL) 017 1 07.01.05 3/4NP PIN [NOTE: DOES NOT APPLY AT EXTERIOR GRIDS.j 3/4" #5 X 3'-6" AT 2'-0" SD 01.23.04 002 DD PROG. 1 04.12.04 4 1/2" CONCRETE SLAB DD PROG. 2 05.21.04 0114 PRICING PKG. 06.21.04 005 CD PROG. 1 ON 2" METAL DECK 006 PERMIT' /BID - 02.15.05 Z � PERMIT REV. — 03.24.05 kAI TH "J-4.F, SEE GENE -AL NOTES 012 CD PROG. 2 SPLICE WITH 3/4" 013 FOR CONNECTION DESIGN 06.03.05 I i END PLATES AND REOUIREMENT5 i 017 1 07.01.05 3/4NP PIN SHEETS 4.1 AND 4.2 023 ADDENDUM 14 4 1/2" CONCRETE SLAB ON 2" METAL DECK I I WITH W.W.F. 1_4X4X31,!� "ITH X 4 1f s T, =X 3/4" -1> X 6" EXPAN51ON ANCHOR AT 3'-0" 1' 0 to I I 0 0 - 1 0 ST EEL AM - EL BE N A RE: PLAN STEEL COLUMN RE: PLAN 5/4" OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCFRTECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT MART I HOWERTON N EW YORK, NEW YORK STI RUCTUIR AL HENG1N= MONROPE & NEWELL ENGUN=, MC AVON, COLORADO AMP ENGINEERS CATOR, PUMA AND ASSOCIATES, CO DENVER, COLORADO CrVILENG1NEM ALPINE ENGINEERING, INC SAIL, COLORADO INTERIOR DESIGN SLU?F-RDESIGNS FDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 0114 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT' /BID - 02.15.05 Z � PERMIT REV. — 03.24.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C D �B FROTECr N PROJECT KEYPLAN FLOOR FRAMING DETAILS S5.1 RE PLAN &ECTION 21 &ECTION -31 3/4" SECTICIN 11 S 15 z 3/8" STIFFENER PLATE i 4 0 0 N co 'o ca m 0 a U SEGTION 1& 3/4" = 1' -0" 14 (TYPICAL) WITH_ 5116" EPDXY PINS (TYPICAL) CONCRETE SLAB ON METAL DECK - 7 - 1 4 .. x. a x�e.x x a x.- �x ,_ � °x�r x.^�a.x� --.x ; a * —x —x— --da - .._- ;4._-=- ----------a-- --- - - - a . - -- -- - - -- 3/8 r r : ,OLUMN I" GAP PLATE— _j X A' SLOPES RE: PLAN STE RE: STEEL BEAM RE: PLAN WITH CONNECTION BY FABRICATOR 1" STIFFENER PLATE EACH SIDE AT BEARING BUILT -UP EL PLATE Gt PER RE��1 N 14 2" CONCRETE SLAB ON METAL DECK BUILT UP STEEL PLATE GIRDER RE: PLAN 5/16 � tR N N T5 16X4X31a HANGING COLUMN 3/4" = 1' -0" RE: PLAN FLOOR TO BE SHORED DURING GON5TRUGTION (2)- 3 /b':d> STIFFENER i PLATES EACH SIDE I i AT HANGING COLUMN ' i CONCRETE SLAB LOCATE BELOW EDGE ON METAL DECK OF HANGING COLUMN I I I I I i % - ---•a% -��- Y -- % % --- I I ° _ 71°.0_ y .. x •-+—• % : %. � STEEL BEAM RE: PLAN SECTION 11 3/4" = 1' -0" a,LL 1 z STIFFENER PLATE EACH y SIDE TE BY PRECASTER SECTION 1.4 1' -0" r. 5E CT I ON 12 3/4" = 1' -0" 3/8 3/8 3/8 A2 S E CT ION 13 3/4" = i' - O" STEEL BEAM RE: PLAN C 4 1/2" CONCRETE SLAB f ON 2" METAL DECK -{ - PLAZA FINISH WITH V4.W.F• ASSEMBLY RE: ARCH I BEAM WEB PENETRATION6 01.23.04 GAP 4 CONCRETE ' DD FROG. 1 r' ON METAL C r 3t Id— 3t -- - . - - - - - -- v- - _7 PRICING PKG. ! 06.21.04 005 1 01.14.05 e PERMIT /BE) 2,3,4, AND 5- FOR ( NAME OF PROJECT ) STEEL BEAM— — % --= I l II I -- - I ! t RE: PLAN WITH H.A.S. a� �0�; �G' oOV G °OO;Q� 0•e oo D•: 00 f I_ a L4X4X318 ADDENDUM 5 06.03.05 L8X8X3 18 C-ONTINUOU5 W14 COLUMIN 1 i I I RE: PLAN VJ 5/16 ° GAP PLATE 017 CD PROG. 2R 3" X 22" X ; (4) 1 BOL =_EL BEAM -I" @ c I I I 14 5E CT I ON 12 3/4" = 1' -0" 3/8 3/8 3/8 A2 S E CT ION 13 3/4" = i' - O" STEEL BEAM RE: PLAN C 4 1/2" CONCRETE SLAB f ON 2" METAL DECK -{ - PLAZA FINISH WITH V4.W.F• ASSEMBLY RE: ARCH I i CDECTION � 3/4" M SLAB >EGK 5 E C T! O N 3/4" - 1' -0" EXTERIOR STUD WALL 1/4" BENT F FDGE ANO EXTERIOR WALL WITH CONNEGTIC ITH 2' -10" WITH T5 SECTION 10 3/4" = 1' -0" L8X8 GONT SUPP( STEEL WITH WATERPROOFING AN PROTECTION BOARD PLAZA FINISH ASSEMBLY RE: ARCH. RIGID INSULATION (F1= 60 PSI) IN RE: PLAN m i ,ETE SLAB DECK dk c0 8" CONCRETE SLAB ON 3" METAL DECK WITH 6 AT S" EACH WAY STEEL BEAM RE: PLAN WITH H.A.5. CzARAGE SECTION BELOW PLAZA 3/4" = 1' -0" f 1/4" BENT STEEL t � EDGE ANGLE ' i /2" CONCRETE SLAB N 2" METAL DECK ITH W.W.F. 4/55.2 PLAZA FINISH I N ASSEMBLY 5ECTIO 5 i RE: ARCH. I 3/4" = I' -O" SLOPED RIGID INSULATION I (FG =60 Psi) I ENGINEER NOTEr ADJUST OPENING FOR FIREPROOFING REOUIREMENT5- -1 ASK ARCHITECT BEFORE STARTING DE51eN IF 5TRUCTURAL - r•rcc. flc w .w� .-c r.. .. rs r_ r..- cr�r�.- ...r.�.-• EXTERIOR METAL STUD WALL 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W_-4.F. FINISH RE: PLAN x xa ----• k X., x /� 4" 0 12„ 1/4" EVER IS GREATER) CENTERED IN BEAM SPAN STEEL BEAM RE: PLAN 1 WJTH H.A.S. AND PENETRATION SLAB, CENTERED ABOVE I 8" CONCRETE SLAB ON L 4X4X3/8 CONTINUOUS PROVIDE ADDITIONAL 3" METAL DECK WITH #6 DECK SUPPORT ANGLE LEVEL TYPICAL AT 1 3/4" (P H.A.5. AT 6" AT 8" EACH WAY OPENING TOWARD5 BEAM CENTER 3/16 TYPICAL AT i TYP 4" dP H.A.5. ENDS 3 /Ib S 2 4 1/2" W 3/4" - - - - -- - - - - -- z Owa- T D-C T _ pvw Z 1 ��tAp ` -) R TW cf EXTEND STIFF TO Q 1 1 5/x Z EDGE OF BEAM - RE: FLAN W Q Q 9 FLANGE, TYPICAL 7 " AT 6" c= =� STEEL COLUMN RE: PLAN I I I A FINISH NOTE: � I � j P L AZA CONTACT STRUCTURAL I I I I MBLY ENGINEER TO REQUEST 4 1/2" CONCRETE SLAB 1 I ' RCH. Li ON 2" METAL DECK I I I RPROOF!NG AND ANY DEVIATIpN FROM 5/16" THICK HORIZONTAL THESE REGWREMENT5 TYPICAL AND VERTICAL STEEL WITH W.W.F. AND /OR IF ANY ADDITIONAL REINFORCING PLATES AT ECTION BOARD PENETRATIONS ARE NEEDED. EACH FACE, (4) -SIDE5 WSXIO DECK SUPPORT cte OF ALL BEAM PENETRATIONS BEAM WITH T5 3X3XI /4 I I I a" CONCRETE SLAB ON U = 4 OR Ar � WHICHEVER I I 3" METAL DECK WITH IS GREATER FLOOR SEAM (2T>^U STUB COLUMN AT e>' - O" I 1 #b AT 8" EACH WAY I I I '/2" CONCRETE SLAB RE: PLAN I 2" METAL DECK _ H W.W.F. I -- - STANDARD FLOOR BEAM I 11 fi ENETRATION DETAIL Aff ML d I ° - �' - - -_. -- -- - - - -- I STEEL BEAM WEB PENETRATION6 01.23.04 RE: PLAN DD FROG. 1 ' II 003 1 1 i I I GUIDELINES FOR FIRE SPRINKLER PENETRATIONS IN FLOOR AND ROOF BEAMS AT LEVELS PRICING PKG. ! 06.21.04 005 1 01.14.05 e PERMIT /BE) 2,3,4, AND 5- FOR ( NAME OF PROJECT ) STEEL BEAM— — % --= I l II I -- - I ! t RE: PLAN WITH H.A.S. a� �0�; �G' oOV G °OO;Q� 0•e oo D•: 00 f I_ a L4X4X318 ADDENDUM 5 06.03.05 L8X8X3 18 C-ONTINUOU5 1 i I I I �f. ° DECK SUPPORT ANGLE 017 CD PROG. 2R I 1 1/2" METAL - =_EL BEAM OPENING LOCATIONS BASED ON DRAWINGS FIRE PROTECTION COMPANY_ I I I f m �0o�� opVGG• o 0 : oo ° �Oo° ,v PLAN �¢ '- ° STEEL BEAM STEEL PIPE RE: PLAN l I l I U ° , G; �, �f STEEL 4X4X 1/4 PRECAST CONCRETE ° FOUNDATION WALL i CDECTION � 3/4" M SLAB >EGK 5 E C T! O N 3/4" - 1' -0" EXTERIOR STUD WALL 1/4" BENT F FDGE ANO EXTERIOR WALL WITH CONNEGTIC ITH 2' -10" WITH T5 SECTION 10 3/4" = 1' -0" L8X8 GONT SUPP( STEEL WITH WATERPROOFING AN PROTECTION BOARD PLAZA FINISH ASSEMBLY RE: ARCH. RIGID INSULATION (F1= 60 PSI) IN RE: PLAN m i ,ETE SLAB DECK dk c0 8" CONCRETE SLAB ON 3" METAL DECK WITH 6 AT S" EACH WAY STEEL BEAM RE: PLAN WITH H.A.5. CzARAGE SECTION BELOW PLAZA 3/4" = 1' -0" f 1/4" BENT STEEL t � EDGE ANGLE ' i /2" CONCRETE SLAB N 2" METAL DECK ITH W.W.F. 4/55.2 PLAZA FINISH I N ASSEMBLY 5ECTIO 5 i RE: ARCH. I 3/4" = I' -O" SLOPED RIGID INSULATION I (FG =60 Psi) I ENGINEER NOTEr ADJUST OPENING FOR FIREPROOFING REOUIREMENT5- -1 ASK ARCHITECT BEFORE STARTING DE51eN IF 5TRUCTURAL - r•rcc. flc w .w� .-c r.. .. rs r_ r..- cr�r�.- ...r.�.-• EXTERIOR METAL STUD WALL 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W_-4.F. FINISH RE: PLAN x xa ----• k X., x /� 4" 0 12„ 1/4" EVER IS GREATER) CENTERED IN BEAM SPAN STEEL BEAM RE: PLAN 1 WJTH H.A.S. AND PENETRATION SLAB, CENTERED ABOVE I 8" CONCRETE SLAB ON L 4X4X3/8 CONTINUOUS PROVIDE ADDITIONAL 3" METAL DECK WITH #6 DECK SUPPORT ANGLE LEVEL TYPICAL AT 1 3/4" (P H.A.5. AT 6" AT 8" EACH WAY OPENING TOWARD5 BEAM CENTER 3/16 TYPICAL AT i TYP 4" dP H.A.5. ENDS 3 /Ib S 2 4 1/2" W 3/4" - - - - -- - - - - -- z Owa- T D-C T _ pvw Z 1 ��tAp ` -) R TW cf EXTEND STIFF TO Q 1 1 5/x Z EDGE OF BEAM - RE: FLAN W Q Q 9 FLANGE, TYPICAL 7 " AT 6" c= =� STEEL COLUMN RE: PLAN I I I A FINISH NOTE: � I � j P L AZA CONTACT STRUCTURAL I I I I MBLY ENGINEER TO REQUEST 4 1/2" CONCRETE SLAB 1 I ' RCH. Li ON 2" METAL DECK I I I RPROOF!NG AND ANY DEVIATIpN FROM 5/16" THICK HORIZONTAL THESE REGWREMENT5 TYPICAL AND VERTICAL STEEL WITH W.W.F. AND /OR IF ANY ADDITIONAL REINFORCING PLATES AT ECTION BOARD PENETRATIONS ARE NEEDED. EACH FACE, (4) -SIDE5 WSXIO DECK SUPPORT cte OF ALL BEAM PENETRATIONS BEAM WITH T5 3X3XI /4 I I I a" CONCRETE SLAB ON U = 4 OR Ar � WHICHEVER I I 3" METAL DECK WITH IS GREATER FLOOR SEAM (2T>^U STUB COLUMN AT e>' - O" I 1 #b AT 8" EACH WAY I I I '/2" CONCRETE SLAB RE: PLAN I 2" METAL DECK _ H W.W.F. I -- - STANDARD FLOOR BEAM I 11 fi ENETRATION DETAIL Aff ML d I ° - �' - - -_. -- -- - - - -- I STEEL BEAM WEB PENETRATION6 01.23.04 RE: PLAN DD FROG. 1 ' II 003 1 1 i I I GUIDELINES FOR FIRE SPRINKLER PENETRATIONS IN FLOOR AND ROOF BEAMS AT LEVELS PRICING PKG. ! 06.21.04 005 1 01.14.05 TYPICAL AT PERMIT /BE) 2,3,4, AND 5- FOR ( NAME OF PROJECT ) STEEL BEAM— — % --= I l II I -- - I ! oov© p ° RE: PLAN WITH H.A.S. a� �0�; �G' oOV G °OO;Q� 0•e oo D•: 00 I 1. i 11 013 ADDENDUM 5 06.03.05 L8X8X3 18 C-ONTINUOU5 1 i I I I ° DECK SUPPORT ANGLE 017 CD PROG. 2R I 1 1/2" METAL - =_EL BEAM OPENING LOCATIONS BASED ON DRAWINGS FIRE PROTECTION COMPANY_ I I I f m �0o�� opVGG• o 0 : oo ° �Oo° ,v PLAN FIRE SPRINKLER LINE- 2 1/2 DIAMETER I .D. =3° DIAMETER O.D. ROOF DECK N �. STEEL PIPE I I l I l I U ° , G; �, ° 0 0 �Oo� 0 �O6 0 �O6 G: °`� v a : n v c G .• ° u c STEEL 4X4X 1/4 ° m AGING COLUMN DESIGNS BASED ON FOLLOWING LIMITATIONS I I i AND INDUSTRY ASSUMPTIONS. mk ° o ° 4. i W_ 1 LLLlT 1_ MAXIMUM PENETRATION SIZE = 4' DIAMETER 1 I 2. EDGES OF HOLES TO BE CLEAN CUT WITH NO ROUGH EDGES SEE DRAWINGS (4) - 1" m THREADED ° ° ° " . FOR MINIMUM RADIUS AT CORNERS. ROD5, WELD TO !" NON - SHRINK GROUT 3. CENTERLINE OF OPENINGS MUST BE LOCATED AT MID-DEPTH OF STEEL BEAMS, EMBED PLATE 4 WHERE THIS LOCATION IS NOT POSSIBLE, THE CENTERLINE OF THE OPENING .a a 4 MAY BE LOCATED ABOVE OR BELOW THE BEAM MID-DEPTH BY THE PRECAST COLUMN -- MAX IMUM D 1MENS ION L ISTED BELOW: RE: PLAN ° - -I" X 1' -4" X 1' -4" EMBED PLATE BEAM SIZE W70 W12 W14 W16 W18 W21 ALLOWABLE ECCENTR!C!TY 1" 1 1 1/2" 2" 3 4 1/2" CALCULATED VALUES 1 1 /2 - 2 1/8 2 1/2 3 1/2' 4 1/2' 5 :EL BEAM 3/4" = 1' - 0" PLAN 4 ALL OF THE ABOVE LISTED OPENINGS ARE LIMITED IN DEPTH TO ONE -HALF V_ JL BEAM DEPTH. 5. OPENINGS ARE NOT RECOMMENDED FOR MEMBERS SUBJECT TO SIGNIFICANT, Z HIGH CYCLE -LOW STRESS OR LOW CYCLE -HIGH STRESS FATIGUE LOADING. E 6. NO CONCENTRATED LOADS MAY BE PLACED WITHIN A DISTANCE OF ONE -HALF BEAM DEPTH FROM THE FACE OF THE OPENING. 7. FOR MULTIPLE OPENINGS IN ONE STEEL BEAM, NO OPENINGS SHALL BE � PLACED CLOSER THAN A DISTANCE EQUAL TO THE BEAM DEPTH FROM THE FACE OF ANY SUPPORT TO THE FACE OF THE OPENING_ VARIES -- EXTEND STIFF TO NOTE: CONTACT STRUCTURAL ENGINEER TO REQUEST ANY DEVIATION FROM ANY OF THE ABOVE REQUIREMENTS AND/OR IF ANY ADDITIONAL PENETRATIONS ARE REQUIRED. IF FIRE PROOFING REQUIREMENTS HAVE CHANGED-NOTIFY ARCHITECT AND ENGINEER OF FIRE PROOFING REQUIREMENTS CHANGE SO THAT ADJUSTMENTS OF OPENING SIZES CAN BE INVESTIGATED. 1/2" CONCRETE SLAB 5/55.2 4 i i i e 1/4 "X2" AT 6" 1 I f t + N 2" METAL DECK STEEL COLUMN RE: PLAN ITH W.W.F. i i i PAVERS OR WALKWAY ENGINEER NOTE: 4 1/2" CONCRETE SLAB i SLAB ON 2" METAL DECK I i ADJUST OPENING FOR FIREPROOFING REQUIREMENTS- WITH W V4 F i WATERPROOFING AND ASK ARCHITECT BEFORE 5TARTING DE510N IF STRUCTURAL I I t i ( W PROTECTION BOARD STEEL BEAMS REQUIRE FIREPROOFING I I t YJSXIO DECK SUPPORT I I I BEAM WITH T5 3X3X114 I t I ° 8" CONCRETE SLAB ON STUB COLUMN AT 8' -0" i ! ' 3" METAL DECK WITH i i I b AT 8" EACH WAY STANDARD ROOF RE: PLAN STEEL BEAM 5/55.2 B EAM RECTANGULAR RE: PLAN LSX8X3 1P CONTINUOUS P E NE TRAT ION DETAIL WITH HA C .S. DEK SUPPORT ANGLE I I" STIFFENER PLATE 1 EACH SIDE 3ECT I ON e CT I ON 3/4" = 1' -0" 3/4" = 1' -0" OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCFHTECT OF RECORD 2 4 4 Deriver, Colorado MASTERPLANNER & DESIGN ARCIUTECI' HART I HOWERTON NEW YORK, NEW YORK I S MUC MUL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIAI S, CO. DENVER, COLORADO CTVm FNGII4EER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLTE +1:R DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 RE: PLAN DD FROG. 1 04.12.04 003 1 1 i I I I I PRICING PKG. ! 06.21.04 005 CD FROG. 1 01.14.05 TYPICAL AT PERMIT /BE) 1 — ROOF BEAM RE: PLAN � 10 — % --= % I -- - I ! oov© p ° ';> a� �0�; �G' oOV G °OO;Q� 0•e oo D•: 00 P 5/16 O ENINC7 013 ADDENDUM 5 06.03.05 I I ° o9 ° 09 °�,�QOoG<�� ° O�,��Oo 017 CD PROG. 2R I 1 1/2" METAL - I I I f m �0o�� opVGG• o 0 : oo ° �Oo° ,v oG• ooV ;G o eG• o e oo ° TYPICAL AT TOP OF ENDS 5 /I6 ROOF DECK N �. I I l I l I U ° , G; �, ° 0 0 �Oo� 0 �O6 0 �O6 G: °`� v a : n v c G .• ° u c STEEL m I I i gh, mk ° 4. i W_ 1 LLLlT 1 I f d 1 - ° " . OW R- ' V_ JL Z E � VARIES -- EXTEND STIFF TO J it -I R = 2XTW - - - Q ul 1'- EDGE OF BEAM l d T_ d FLANGE, TYPICAL RE: LAN 1 i 1 NOTE: LI CONTACT STRUCTURAL 318" THICK HORIZONTAL ENGINEER TO REQUEST TYPICAL AND VERTICAL STEEL ANY DEVIATION FROM REINFORCING PLATES AT ° THESE REQUIREMENTS EACH FACE, (4) -SIDES AND /OR IF ANY ADDITIONAL O F ALL BEAM PENETRATIONS PENETRATIONS ARE NEEDED. ROOF BEAM STANDARD ROOF RE: PLAN STEEL BEAM 5/55.2 B EAM RECTANGULAR RE: PLAN LSX8X3 1P CONTINUOUS P E NE TRAT ION DETAIL WITH HA C .S. DEK SUPPORT ANGLE I I" STIFFENER PLATE 1 EACH SIDE 3ECT I ON e CT I ON 3/4" = 1' -0" 3/4" = 1' -0" OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCFHTECT OF RECORD 2 4 4 Deriver, Colorado MASTERPLANNER & DESIGN ARCIUTECI' HART I HOWERTON NEW YORK, NEW YORK I S MUC MUL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON,COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIAI S, CO. DENVER, COLORADO CTVm FNGII4EER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLTE +1:R DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD FROG. 2 05.21,04 004 PRICING PKG. ! 06.21.04 005 CD FROG. 1 01.14.05 006 PERMIT /BE) 02.15.05 10 PERMIT REV. 03.24.05 H2 PERMIT REV. 04.07.05 009 ADDENDUM 3 05.23.05 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R OTOL05 023 ADDENDUM 14 07.29.05 B A PROJECT KEYPLAN FLOOR FRAMING DETAILS 55.2 �I 4/55.24 I 3ECT ION 0 PLAZA F#'Nl� cn ci an to I? 104 6 %n 0 T5 COLUMN RE: (2)-1/2" STIFFEN EACH SIDE PRECAST WALL LAB ON .LL C SLAB ON METAL PECK 0 CONCRETE SLAB ON i 1 4 112 CONCRETE SLAB METAL DECK ON 2" METAL DECK I PLATE SEAT WITH kq[TH W.W.F. TEFLON BEARINC-, PAP TOP OF SLAB I I 1. 3" SLIP CONNECTION ARCH FLOOR ---\ 16 1 RE: PLAN FINISH 1 5" 1 0 1; ------------ -------- - - I 1 5" STEEL COLUMN RE: PLAN BRIDGE TF;,U55 1/2" X 4" X 0'-8" PLATE EACH SIDE OF V412 k4EE3 TO ALLOW MOVEMENT 5116X2 AT COLUMN EACH SIDE 6" ON CENTER EACH BEAM STEEL BEAM RE: PLAN WITH H.A.S. GIECTION 10 -3/4" 1/4" BENT STEEL El-->&F= I METAL STUD WALL SECTION ANGLE V41TH SHEATHING PLAZA FINISH 4 1/2" CONCRETE SLAB 3/4" 1'-0' ASSEMBLY ON 2" METAL DECK 1/4" BENT STEEL EDGE ANGLE RE: ARCH STEEL BEAM 16 1 RE: PLAN WITH STONE VENEER PLAZA FINISH ARCH FLOOR ASSEMBLY FINISH Ax 4-4 11 1 4 1/2" CONCRETE 4 SLAB ON 2" METAL --- 4< ------- I DECK WITH TH 4. mmmum IMP 2" AT 6" WATERPROOFING 2" AT ro"V -------------- MEMBRANE & I \4 � . I V. . PROTECTION BOARD I 4 W 0 w 4 4. 8" CONCRETE SLAB 05.21.04 - WATERPROOFING ON 3" METAL DECK SUPPORT ANGLE 005 WITH #io' AT e; ON — WATERPROOF CENTER EACH WAY I MEMBRANE AND STEEL BEAM RE: PLAN 4,41&X20) PROTECTION BOARD WITH H.A.S. SHIM BEAM, (: OFF a" CONCRETE SLAB 8" CONCRETE SLAB BOTTOM OF BEAM ON 3" METAL DEC.K 8" GONCRETE SLAB I V41TH #6 AT e�" ON RE: PLAN 6" ON CENTER CENTER EACH HAY STEEL BEAM (, EACH WAY RE: PLAN WITH L 4X4X3/e� DECK----- bECT ION, "ATERPROOFINO CD PROG, 2R 1/4" BENT STEEL EDGE SUPPORT ANOLE STEEL BEAM RE: PLAN ANGLE 5EECT ION I]- WITH H.A.S. z'LAZA FINISH 3/4" = 1'-0' 1/4" BENT STEEL EDGE ASSEMBLY STEEL BEAM RE: PLAN ANGLE ;,>E: ARCH WITH H.A.S. PLAZA FINISH ASSEMBLY �� RE: ARCH I ---------------- ------ ------------------ ------ STEEL BEAM RE: PLAN STEEL COLUMN RE: PLAN L 4X4X31e> DECK SUPPORT ANGLE 2 1/2 L BR I D(5E TRUSS 114X2" AT 6" ON CENTER 5ECTION 20 3/4" = 1 &ECTICN 1& CONCRETE SLAB ON —ROOF PECK METAL DECK I I 4 1/2" CONCRETE SLAB ON 2" METAL DECK T.O. STEEL W.W.F. ARCH FLOOR 1 5" 1 FINISH 4,° —(2)-2 1/2" (V #to C - AND TURNBUCKLE ----- All - 1 x _ I I ski x x— STEEL BEAM RE: PLAN d ,, T.O.5TEEL RE: PLAN STEEL BEAM RE: PLAN --------- z 4 1/2" CONCRETE SLAB A DE C K ON 2" METAL PEC WITH W.W.F. ARCH FLOOR FIN15H ------------ -------- jt x° -- - X'0_4_ X METAL STUD WALL 4 112" CONCRETE SLAB I WITH SHEATHING 4.2 EDGE ANGLE 1/4" BENT STEEL ON 2" METAL DECK 1/4" BENT STEEL EDGE ANGLE STEEL BEAM RE: PLAN NITH 1 j STONE VENEER I PLAZA FINISH H STEEL COLUMN kqi ASSEMBLY .A . 5 . PLAZA FINISH Ill x I x I 5 RE: ARCH ARCH FLOOR—, 5" ASSEMBLY BASE PLATE FINISH ... .. - - - - - -° -_ 1 1 . 3" FLOOR FINISH 4 )t —4 1/2" CONCRETE Ll __ - — ---------- ON 2" METAL DEC WITH W.W.F. -- - - - a - - -- ---- - 4 - WA TERPROOF x MEMBRANE 6. 4 PROTECTION BOARD 4 1/2" CONCRETE SLAB - WATERPROOFING ON 2" METAL DECK L 4X4X31e> PFGK MEMBRANE 4 SUPPORT ANGLE PROTECTION BOARD L 4X4X51e� DECK 114X2" AT S" CONCRETE SLAB SUPPORT ANGLE 6" ON CENTER ON 3" METAL PECK (SHIM BEAM) WITH #6 ATb" ON F�_ -- CONCRETE SLAB ON METAL DECK " TS 3x--,, AT &'-0" (2) (P BOLTS--\ WITH NO SLIP T.O. STEEL i i 4 1/2" CONCRETE SLAB O N 2 METAL OEG< RE: PLAN WITH ARCH FLOOR FINISH If 1 1 5" 1 ---------------- 114X2" AT b .. ON CENTER 1 STEEL COLUMN RE: PLAN 1 i STEEL TOP PLATE 1/54.1 1/4" BENT STEEL EDGE ANGLE STEEL BEAM RE: PLAN WITH H.A.S. I STIFFENER EACH SIDE 1/4" BENT STEEL EDGE ANGLE 4 1/2" CONCRETE SLAB ON 2" METAL [:;>ECK WITH W.W.F. 5ECTION 5/4" = I' -O" �1 METAL STUD 11 1, WALL ---------------- ---------- 4 w --1/4" BENT STEEL 4 112" CONCRETE 5LA13—/ EDGE ANGLE ON 2" METAL PECK WITH A� DEEP STUD TFP->AG< STEEL BEAM RE; PLAN ii WITH H.A.S. 1/4" BENT STEEL EDGE 6250.00 DATE 001 4 '11\ . ANOLE 002 � 114X2" AT 003 L 4X4X518 PECK 05.21.04 - WATERPROOFING 6" ON CENTER SUPPORT ANGLE 005 MEMBRANE 4 WATERPROOFING 006 PERMIT /BID PROTECTION BOARD 1/4" BENT STEEL L 4X4X318 DECK MEMBRANE d 03.24.05 EDGE ANGLE ASSEMBLY SUPPORT ANGLE PROTECTION E30ARP 8" CONCRETE SLAB RE: ARCH 114X2" AT V 8" GONCRETE SLAB ON 3" METAL PECK ADDENDUM 5 RE: PLAN 6" ON CENTER ON 3" METAL PECK (, EACH WAY V41TH #b AT 8" ON L 4X4X3/e� DECK----- bECT ION, "ATERPROOFINO CD PROG, 2R CENTER EACH WAY SUPPORT ANOLE MEMBRANE 4 — 023 PROTECTION BOARD 07.29.05 STEEL BEAM RE: PLAN WITH H.A.S. STEEL BEAM e>" CONCRETE SLAB RE: PLAN SECTION 1-2 ON 3" METAL PEGK WITH #6 AT a" ON CENTER EACH NAY 3/4" = 1'-0' 5ECTION M- 1/4" BENT STEEL EDGE ANGLE 3/4" PLAZA FIN15H ASSEMBLY RE: ARGH -- CONCRETE SLAB ON METAL DECK " TS 3x--,, AT &'-0" (2) (P BOLTS--\ WITH NO SLIP T.O. STEEL i i 4 1/2" CONCRETE SLAB O N 2 METAL OEG< RE: PLAN WITH ARCH FLOOR FINISH If 1 1 5" 1 ---------------- 114X2" AT b .. ON CENTER 1 STEEL COLUMN RE: PLAN 1 i STEEL TOP PLATE 1/54.1 1/4" BENT STEEL EDGE ANGLE STEEL BEAM RE: PLAN WITH H.A.S. I STIFFENER EACH SIDE 1/4" BENT STEEL EDGE ANGLE 4 1/2" CONCRETE SLAB ON 2" METAL [:;>ECK WITH W.W.F. 5ECTION 5/4" = I' -O" �1 METAL STUD 11 1, WALL ---------------- ---------- 4 w --1/4" BENT STEEL 4 112" CONCRETE 5LA13—/ EDGE ANGLE ON 2" METAL PECK WITH A� DEEP STUD TFP->AG< STEEL BEAM RE; PLAN ii WITH H.A.S. 1/4" BENT STEEL EDGE 6250.00 DATE 001 4 '11\ . ANOLE 002 � a 003 L 4X4X518 PECK 05.21.04 - WATERPROOFING P RICING ICIN PKG. SUPPORT ANGLE 005 MEMBRANE 4 01.14.05 006 PERMIT /BID PROTECTION BOARD 1/4" BENT STEEL PLAZA FINISH PERMIT REV. 03.24.05 EDGE ANGLE ASSEMBLY 04.07.05 - 069 3 ADDENDUM 3 8" CONCRETE SLAB RE: ARCH STEEL BEAM 05 ON 3" METAL PECK ADDENDUM 5 RE: PLAN WITH Itro AT 8" ON (, EACH WAY bECT ION, 13 CD PROG, 2R 07.01.05 3/4" METAL 5 TUD WALL METAL PECIK STEEL BY Fo FGK SLAB E: PLAN TEEL BEAM E: PLAN rFFL BEAM PLAN &EECTICN 2 3/4" = 1'-0" A &ECTION 3 3/4" STEEL BEAM RE: PLAN It T j 11 eECTION 21 3/4" = 1'-0' to i P STEEL BEAM RE: PLAN STEEL BEAM RE- PLAN WITH kst-VA.F. T5 3x3xi/4 AT 6 - STEEL COLUMN RE: PLAN PROVIDE TS 3x5xI/4 BRACE ALONG EACH � 1/2 BEAM HSS 3X3X3/e5 STUB - -- BRII G E TRUSS COLUMN AT &-0" ON CENTER " Ir48xI0 (TYPle ALL-THREAD PER SUPPLIER T'i'FICAL HANC;EfR PARTITION SECTION 2 10 ) 4 E= C; N L L 7w 3/4 1'-0' OF PRECAST = e>l42'-6" L 4X4X518 DEC<---,--*" 1 \_—DOU LE ANOLE MEMBRANE & CONNECTION iT AND SOUTH 51DE5 SUPPORT ANGLE PROTECTION BOARD STEEL BEAM RE: PLAN 114X2" AT V STEEL BEAM RE.- PLAN STEE 8[42' -6 1/2" 6" ON GENTER ON 3 a" COW- METAL DECK ,RETESLAB WITH H.A.S. " TOP OF PRECAST = 142' -6" WITH #6 AT e>" ON SECTION C5 EAST AND SOUTH SIDES CENTER EACH WAY 4 1/2" CONCRETE SLAB 3/4" 1'-0" MECHANICAL DUCT STEEL BEAM RE. PLAN ON 2" METAL DECK 1/4" BENT STEEL EDGE WITH H.A.5. WITH k4.".F. ANGLE METAL STUD BEARING 1/4" BENT STEEL PECK IqALL5 0 4'-0" EDGE ANGEL ARCH FLOOR / 1 --- -- - - - - -- — FINISH PLAZA FIN15H ASSEMBLY T'►'f=1CAL BENT BEAM REt ARCH 5ECTION la __X-3t x 4 ..... ..... T__ r A f ------ 1 -.q- X 4 X X SECTION 4 ---------- j 11% 1 T.O. STEE -- 3/4" 1'-0" T.O. WALL ------ - -- - - - - -- < 4 3t 3t — 39 — X X X 3� ------- ---- ------ 6" ON ON 2" METAL DECK 2 i�� PqITH ".11q.F. A L - — — — — — — — — — — — — — - --- 114X2" AT 142'- V 4 1/2" CONCRETE LAB L CENTER 4 112" CONCRETE SLAB HSS 4X9sX318; ON 2" METAL PECK WI TH W.W.F. \_4 1/2" CONCRETE SLAB Ilk DL WATERPROOFING WITH 2" METAL DECK ATERPROOFINO 143k LL L 4X4X51e� DECK MEMBRANE 4 WITH W.W.F. SUPPORT ANGLE PROTECTION BOARD 114"X2" AT 4" L 4X4X318 PECK ON CENTER SUPPORT ANGLE HOIST BEAM RE. PLAN 5116"X2" AT & STEEL BEAM RE; PLAN STEEL BEAM RE: PLAN ON CENTER WITH W.W.F. 5TEEL— qqk DL WITH H.A.S. BEAM RE. PLAN 5 LL PC, WALL c PC "ALL OPENING S EC T ION CONCRETE SLAB ON METAL PECK T.O. 5TEE RE: PLAN A4 5/4" X EACH , E OF WEB (OR50) 3-12 3-12 - CONCRETE SLAB T.O. 5TEE ON METAL DECK RE: PLAN 4 S X..! :EL BEAM RE. PLAN r— L 4X4X3/,E� &EC� TION 1 1 . � 3/4" 1'-0^ SECTION 15. 3/4 .1 = I CENTER EACH WAY STEEL BEAM RE: PLAN WITH I I STIFFENER STEEL BEAM RE: PLAN HAS :, .5. WITH H.A.S. ENTERED UNDER _ " SECTION 14 3/4" = 1'-0" SECTION 1:3 3/4" = 1'-0" A 2eVS5.1 3 1 - 5 _A5 ON 5X4.N 4X4;x T 3'- (g) 2004 42140 ARCHITECTURE, INC. :'OXY PINS T 1'-0 RE: PLAN OWNER/DEVEWPER VML RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER. & DESIGN ARCHMECT HART I HOWERTON NEW YOM NEW YORK STRUCTMA-1 MONPOF & NEWELL ENGINEERS, INC AVON, COLORADO DM32 ENGR-HRMS CATOR, PUMA AND ASSOCIATES CO. DENVER, COLORADO CIVIL fiNGINEFdR ALPINE ENGINEERING, INC- VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER ISSUE REVISION 6250.00 DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 P RICING ICIN PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 PERMIT REV. 03.24.05 PERMIT REV. 04.07.05 - 069 3 ADDENDUM 3 05.23.05 012 CD PROG. 2 05 013 ADDENDUM 5 06.03.05 017 CD PROG, 2R 07.01.05 — 023 ADDENDUM 14 07.29.05 7 PROJEcr N PROJECT KEYPLAN FLOOR FRAMING DETAILS S5.3 E STONE 5ECTION I A2 3/4" = 1'-0" SECT ION 25 3/4" �101 SECTION 2& 3/4" &ECTION 24 co, U) 8 us 6 0 T.O. STEEL > 11-F RE: PLAN STEEL BEAM RE: P TS COLUMN IRE: PL, METAL ROOF 0ECI< 3/4" = I, -O" T.O. STEEL CONCRETE SLAB RE. PLAN ON METAL PEGK y --------------- ------- -- % O UNIT T OLIN<� T.O. STEEL RE: PLAN 2-6 2-6 STEEL BEAM RE, PLAN 6X26 SHIM BEAM T OFF BOTTOM OF BEAM 0 1 To LIr' UNIT STEEL BEAM RE: PLAN T5 BRACE IRE: PLAN —STEEL BEAM RE: PLAN STEEL BEAM RE: PLAN A T.O. STEEL RE: PLAN 5'-4" (NTS) 12 _k436XI35 STEEL BEAM METAL DECK T.O. STEEL _Ts 6X3 TO PR 1/2 . . EC-AST 8210'-7" WALLS) - — — — — — — — — — — — r ------ kqI.e>Xq STEEL BEAM— . 4 4 T.O. PRECAST 9520ci'-2 1/2" ,4] 4 4 . L§4X- 3/4" STEEL BEAM RE. PLAN IUBLE TEE LL PRECAST "ALL 3 CONCRETE SLAB W. x ON METAL DECK 4 4' T5 4X4XI14 If- A TYP. AROUND ELEV. "ALL STEP T YP. --------------------------------------------- V< 1/ PRECAST WALL 4� I I -------------------------------------------- i 1 ;o I V L 4X4XI14 TYP. ALL SIDES AROUND ELEV. 1/4" GUSSET CONC. SLAB ON META PL A TE (TYP.) 5ECTION 2 1 PECK, RE: PLAN a. x � X 3t—. I 3/4" x r A 3/16 2 -12 14 L 4X4XI/4 X CONT. AROUND ELEV. STEEL BEAM PERIMETER RE: PLAN STEEL BEAM RE: PLAN SECTION-1-ca 3/4" GONG META STEEL RE: F JD WALL LAB ON LAB ,K PRECAST "ALL WATERPROOFING RE: MANUFACTURER MEMBRANE AND PROTECTION BOARD PLAZA FINISH 4 ! /2 CONCRETE GMU WALL (FULLY ASSEMBLY RE: ARCH FIRE-RE515TIVE 4 SLAB ON 2" METAL GROUTED) WITH (2)-#5 DECK WITH &XIb "2.1 X V42.1 W.W.F. AT 1'-4" 0 1 #5 x - CAULK IN TOP BOND BEAM L ------ 4 STEEL BEAM 1/4" BENT STEEL RE. PLAN WITH ED&E ANGLE H.A.5. 5ECTION H 3/4" = 1.-0. KATERPROOFINC5 MEMBRANE AND n 2 r,:::, PROTECTION BOARD METAL STUD WALL 5/16 X 2" SIPEk'4ALK, RE: ARCH AT ( PREC o CONCRETE '4�, ��s < 4 SLAB ON -------- METAL PECK. T.O. STEEL RE: PLAN SLAB g" CON<: SLAB A ON 3" METAL DECK #6 AT S" " EACH —It—x x L4X4X31t� PECK SUPPORT ANGLE —STEEL BEAM 4 RE. PLAN 1 4 .1 SECTION 4 1/2" CONCF ON 2" METAL KITH 4 -4 3/8" BENT S KITH 4" LECE a � 3/8" STEEL E I ° 'L EACH STEEL BEAM RE: PLAN &ECTION 12 3/4" 5ECTION 13 &ECTION IE 8" CMU WITH #5 AT Iro" 3/4" k4ATERPROOFINO MEMBRANE AND PROTECTION E30ARP STEEL BEAM RE: PLAN NITH H.A.5, 4 112" COT SLAB ON DECK kqlTt L STUD WALL BEAM RE. PLAN TRACK GONCRETE ON 2" METAL NITH BEAM RE= PLAN A.A.S. SIECTION 1 3/4" b" STEEL SEARING METAL STUD BEARING k4ALL5 AT 4'-0" F� 1/4" 4 1/2" CONCRETE SLAB T BENT EEL ON 2" METAL PECK S NITH 1 I DECK ED GE DC ANGLE Z N r f - ---------- _j 0- ii iiT 16 4 1/2" CONCRETE SLAB ON 2" METAL DECK KITH I/qk4.F. BEAM RE: PLAN 5/16 X 2 L4X4X51e> DECK AT (o" SUPPORT ANGLE STEEL BEAM RE: PLAN NITH H.A.5. SECTION 2 -3/4" 2. PLAZA FINISH A55EMBLY RE. ARCH 5 4 VERTICAL OROUT 4q ALL CELL SOLID cON(:sRETE SLAB 4 A ON METAL F->EC-< 8" CONC-RERE SLAB-� ON 3" METAL DEC-< ___L4X4XWe8 DECK NITH #6 AT 8" EACH SUPPORT ANGLE k-4AY STEEL BEAM— 3/10 X 2" RE: PLAN WITH AT o6" H.A.5. STEEL BEAM RE: PLAN - -- STEEL BEAM RE: PLAN 7 > 4 112" CONCRETE - --------------- SLAB ON 2" METAL 4 PEG< 1-41TH . . l L &" GONCRERE SLAB L4X4X31& DEr 177r7-\,, G < ON 5" METAL DECK WITH #h A7 e>" EACH SUPPORT ANGLE WAY 4 L- -&" CONCRETE SLAB I L4X4XWe8 DEC:,K 1/4 X 2" ON 3" METAL PEGr- A SUPPORT ANGLE T.O. STEEL AT 6" KITH #6 AT &" EACH 3/8" X & X 11-F RE: PLAN KAY EMBED PLATE V41TH (2)-5/8 "m X 6" H.A.S. STEEL BEAM L4x4x5/8 c>EC< AT 2'-0" RE: PLAN WITH SUPPORT ANGLE H.A.S. &ECTION e 3/4" = 1'-0" &ECTICN .4 TEEL COLUMN E. PLAN 2" STIFFENER ff ACH SIDE HIM AND GROUT TEEL BEAM E: PLAN RECAST ALL eECTION 10 3/4" 3/16 AT 6" 1/4" BENT STEEL PE( EDGE ANC-. z "x \_4 112" CONCRETE SLAB ON 2" METAL DECK- WITH lqJ--4.F. 1_4X4X3/S DECK SUPPORT ANGLE _5E C TICN 3- &ECTION a 5/4" = 1'-0" 3/4" 4 1/2" CONCRETE SLAB ON 2" METAL 1 10" PRECAST CONCRETE — PLAZA FINISH DE(�:.< WITH W.W.F. � RE: MANUFACTURER A55EMBLY RE: ARCH STONE VENEER ARCH. FLOOR---- FINISH F--k4ATERPROOFIN67 k4ATERPROOFINo MEMBRANE AND 3/16" EACH MEMBRANE AND PROTECTION BOARD EMBED PLATE PROTECTION BOARD ARCH. FLOOR PLAZA FiNiSH ------ - ------- ASSEMBLY RE. ARCH FIN15H d 4 4 - ---- — — — — — — — — — — — Lu — — . ----------- METAL STUD WALL --- NITH SHEATHING 416X26 SHIM BEAM CUT OFF BOTTOM OF BEAM 4 1/2" CONCRETE SLAB ON 2" t- L PEC< KITH ".N.F. 1ETA 4N T.O. EQTEEL 5" RE: JEAN 2" AT 6" 2" AT STEEL BEAM RE: PLAN NITH H.A.S. OWNER/DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCH=Cf or REcoRD Denver, Colorado MASTER PLANNER DESIGN ARC IRTECT HART I HOWERTON NEW YOM NEW YORK STRUCIMRAILMIZGIN—PM MONROF& NEWS JJ ENGINEERS WC AVON, COLORADO MEP ENGINEMS CATOR, RUMA AND ASSOCIATES, CO. DENVEI?, COLORADO MILENGINEMR, ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLUTM DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 3/4" 01.23.04 002 EXTERIOR METAL 04.12.04 003 STUD NALL 05.21.04 —STONE VENEER PRICING PKG. 06.21.04 005 6" ( WALL FULLY —k-4ATERPROOFINO 01.14.05 006 GROUTED WITH #5 IN MEMBRANE AND —PLAZA FINISH BOND BEAM AT TOP PROTECTION BOARD A55EMBLY RE; ARCH PLAZA FINISH dl ASSEMBLY RE: ARCH —P-tATERPROOFINO #5 Xjz I - AT 1'-4" 013 MEMBRANE ANP '" 2 -0 z PROTECTION BOARD < FLOOR FINISH- - -- — — — — — — - t ------ - - - - - -- 017 ° 07,01.05 �4* 4 023 4 112" CONCRETE 07.29.05 SLAB ON 2" METAL DECK NITH V4,k4.F. CONCRFRE SLAB N ON 5" METAL C?E(� \—e>" 5/145 X 2"V "ITH #6> AT e>" EACH CONCRETE SLAB ON 5" METAL DECK AT 6" 5" NAY WITH #6 AT 8" EACH P,TA Y STEEL BEAM RE; L4X4X3 /e> DECK PLAN NITH H.A.S. SUPPORT ANGLE &ECT ION 3/4" = 1'-0" eECTION 10 3/4" 3/16 AT 6" 1/4" BENT STEEL PE( EDGE ANC-. z "x \_4 112" CONCRETE SLAB ON 2" METAL DECK- WITH lqJ--4.F. 1_4X4X3/S DECK SUPPORT ANGLE _5E C TICN 3- &ECTION a 5/4" = 1'-0" 3/4" 4 1/2" CONCRETE SLAB ON 2" METAL 1 10" PRECAST CONCRETE — PLAZA FINISH DE(�:.< WITH W.W.F. � RE: MANUFACTURER A55EMBLY RE: ARCH STONE VENEER ARCH. FLOOR---- FINISH F--k4ATERPROOFIN67 k4ATERPROOFINo MEMBRANE AND 3/16" EACH MEMBRANE AND PROTECTION BOARD EMBED PLATE PROTECTION BOARD ARCH. FLOOR PLAZA FiNiSH ------ - ------- ASSEMBLY RE. ARCH FIN15H d 4 4 - ---- — — — — — — — — — — — Lu — — . ----------- METAL STUD WALL --- NITH SHEATHING 416X26 SHIM BEAM CUT OFF BOTTOM OF BEAM 4 1/2" CONCRETE SLAB ON 2" t- L PEC< KITH ".N.F. 1ETA 4N T.O. EQTEEL 5" RE: JEAN 2" AT 6" 2" AT STEEL BEAM RE: PLAN NITH H.A.S. OWNER/DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCH=Cf or REcoRD Denver, Colorado MASTER PLANNER DESIGN ARC IRTECT HART I HOWERTON NEW YOM NEW YORK STRUCIMRAILMIZGIN—PM MONROF& NEWS JJ ENGINEERS WC AVON, COLORADO MEP ENGINEMS CATOR, RUMA AND ASSOCIATES, CO. DENVEI?, COLORADO MILENGINEMR, ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLUTM DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 009 ADDENDUM 3 05.23.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 06.03.05 017 CD PROG. 2R. 07,01.05 023 ADDENDUM 14 07.29.05 B PRCJSCr N PROJECT KEYPLAN FLOOR FRAMING DETAILS EB3 S5.4 5ECTION 20 RE: PLAN E CTION le SECTION I SECTION 14 3/4" = 1.-0.. SEECTION 1=1 ao to 0 co 0 < C L4&X4X5/I6 ONTINUOU� 3/4" RE: PLAN 12 12 O BEAM RE: 1166.1 -STFEL BEAM RE- PLAN - METAL ROOF DECK - L4X4XI14 12 12 ' BENT BEAM RE: PLAN SECTION 23 3/4" = 11-01. ,OLUMN PLAN 12 :L BEAM k4oRK 41 PLAN POINT CRETE SLAB METAL DECK 12 — 112 STEEL BEAM RE: PLAN METAL ROOF DECK L4X5XI/4 RE: PLAN STEEL BEAM RE: PLAN 518" BEARING — PLATE (TYPICAL) 3/4" = 1 WORK POINT 6" METAL STUD WALL METAL ROOF DECK CONCRETE SLAB ON METAL DECK SECTION la 5/4" = C-O" POINT STEEL BEAM RE: PLAN 12 METAL ROOF DECK 121 STEEL BEAM RE: PLAN 31a BEARINC:, PLATE 5/4" = I' -O " METAL ROOF DECK STEEL BEAM RE: PLAN 6" METAL STUD WALL METAL ROOF DECK NOT U5ED 5ECTiON I& 3/4" 11-0.1 STEEL BENT BEAM Co" METAL STEEL BEAM STUD KITH RE: PLAN SLIP CONNECTION 3/4" = 1'-0" "ORK, POINT METAL ROOF PECK, L 318" BEARIN6, PLATE /0" METAL— STUD HALL SECTION 21 3/4" = 1 T5 COLUMN 4 39 X X. RE: PLAN RE: PLAN SLOPING STEEL BEAM RE: PLAN RE: IjPLAN STEEL BEAM RE: PLAN STEEL BEAM RE: PLAN S PF C T ( (`DN I 5/4" TS COLUMN METAL ROOF DECK STEEL BEAM RE: PLAN 6" METAL STUD METAL ROOF DECK STEEL BEAM RE: PLAN 518" BEARING PLATE (T BENT If 3/8" X 3 CONT. EAM N 4 METAL STUD METAL ROOF— PECK L4X4XI14 EACH 51DE -A ls RE. PLAN F TOP OF STEEL BEAM 9 1 1 1/2" METAL k4ORK POINT ROOF DECK a RE: GENERAL FOR 3/16" BENT 5 ATTACHMENT TO It CONTINUOL SUPPORTS TO ROOF PRIC PKG. 1 1/2" METAL 005 ROOF PECK STEEL BEAM SD 01,23.04 a DD PROG. 1 04.12.04 003 DD PROG. 2 RE: PLAN 004 — PRIC PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15,05 BEARING 012 PLATE (TYPICAL) RE: GENERAL NOTES 013 ADDENDUM ROOF BEAMS FOR BEAM CONNECTION STEEL BEAM PESION CAPACITIES RE: PLAN FOR RE: PLAN 07.01.05 SIZE AND LOCATION ADDENDUM 14 -&ECTION 3/4" V-oll STEEL BEAM RE: PLAN RE: GENERAL METAL NOTES ROOF DECK. METAL RE.- PLAN I ROOF DECK IF TOP OF STEEL BEAM cm cm RE; PLAN &ECT I O N =1 5/4 1 -o CONCRETE SLAB ON METAL DECK 1 3Ve>" BUILT UP STEEL 5ECION AT � � 4'-0" MAX, STEEL BEAM RE: PLAN SECTION ]I 5/4" METAL ROOF PECK 12 — 12 `- STEEL ROOF BEAM RE: PLAN RE: PLAN 71ON 12 METAL ROOF DEG< METAL ROOF DECK .��TYPIG?L L3X-3X114 AT 3'-0" STEEL BEAM RE: PLAN 1-4X4XWe8 AT 3'-0" TYPICAL BAKE WALL 3/4" = V-O" L4X5XI1-4 T5 COLUMN RE; PLAN SECTION 13 3/4" = 11-01, 12 — 121 STEEL BENT BEAM RE: PLAN DECK RE: PLAN 5ECTION 1 3/4" = I,-011 I"(P SLEEVE FOR MAN GABLE TS 3X5XI/4STEEL POST WITH 114" CAP k4ORK. POINT \Z - 1 3/16" BENT STEEL CONTINUOUS TO ROOF EDGE 1 1/2" METAL ROOF DECK ROOF ED(�E 12 all* all* 12 5ECTION 2. STEEL BEAM STEEL BEAM RE: GENERAL NOTES FOR RE: PLAN RE: PLAN DECKING 5ECTION a 3/4" = 1'-0" 12 CORE WALL ELENVIATON I'M 2 METAL ROOF PECK � COD I RE; PLAN RE: ARCH 3/5" BEARING 4 PLATE (TrP.) f::>RE0A5T CORE NALL )TEEL CONCRETE SLAB RE: MANUFACTURER LAN ON METAL PECK . X —X 39 ,11 T 5ECTION 3 BEAM RE: PLAN 6" METAL STUD KITH SLIP CONNECTION SECTION e 5/4 1 3/8" BEARINC5, ---METAL ROOF DECK PLATE (TYPICAL) WORK 4 POINT STEEL BEAM RE: PLAN - -STEEL BEAM RE: PLAN 1/2" CAP PLATE BENT FE ale," X 3 CONT. r4 k4ORK POINT Ij T5 COLUMN STEEL BEAM RE: PLAN KITH RE: PLAN i i 112" BASE PLATE I T5 COLUMN METAL ROOF DECK RE; PLAN H i 12 METAL STID WALL :1 RE: ARCH. STEEL BEAM RE; PLAN CONCRETE SLAB ON METAL DECK --- `—STEEL BEAM SECTION RE. PLAN STEEL BEAM RE: PLAN T.0 RE: 3/4" 5/4" 5ECTION 5� V-O" RE: PLAN 12 — 112 PUDDLE WELD DECK AT 4" TS 3X&XI14 CONTINUOUS (g) 2004 42140 ARCHITECTURE, INC. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD METAL ROOF DECK I/8 "X6" ksIIPE PRA.6-5TUT5 RE: PLAN; WELD TO TUBE ON WALL EMBED FE T'Y'PE X AT 2'-0" Denver, Colorado MASTER PLANNER & DESIGNARCIffMCT HART I HOWERTON NEWYORYNEWYORK STRCTCT U? Al- ENGTINEMR. MONROE & NEWELL ENGINEERS, INC AVON, COLORADO XIFP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL. ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLUZFRI)FSIGNS FDWARDS, COLORADO PROJECT NUMBER- 6250.00 ISSUE REVISION DATE SEARING PLATE ROOF PECK AM RE: PLAN '8 CONTINUOUS T CORE HALL IUFACTURER :LATE ;ASTER 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21-04 004 — PRIC PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15,05 012 CD PROG. 2 05.27.05 013 ADDENDUM 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C D B PRor-cr N A & PROJECT KEYPLAN ROOF FRAMING DETAILS S6.1 SECTION 22 RE: PLAN RE= 17/56.1 16 GAGE METAL STUD 12 TO 4X X I 4 ATTACH METAL ROOF DECK 12 © 2004 42140 ARCHITECTURE, INC. _ 12 RE: PLAN I +'STEEL BEAM METAL ROOF DECK RE: PLAN METAL ROOF DECK I � I METAL t t 12 t I ROOF 6" METAL STUD ..___ TS COLUMN I I STEEL BEAM L4X4XI /4 AT 4' -O" DECK STEEL BERMv' WELDED TO TS RE: PLAN 12 RE: PLAN RE: PLAN T.O. STEEL POSTS (ALL 4 - I f t + W SIDES) CONG RE: PLAN STEEL BEAM I t SLAB ON i i ' i RE: PLAN WITH + I METAL I I 1/2" BASE PLATE DEGK — i I STEEL BENT BEAM— I I I I RE: PLAN STEEL k ° a a I METAL ROOF i r i TS COLUMN ' I RE: PLAN ` *x- -%' I i i I DEGK i + t I I i TS HANGING I I i I I I I i COLUMN WITH T54X4X1 /4XGONT {NUOU5 3/8" BEARING -,. 3/8" CAP PLATE (4) -TOTAL 12 RE: PLAN i + c t AND BASE PLATE RE: ARCH. RE: SECTION 15/56.2 /� /��N G PLATE METAL 8001= DEGK I T5 POST TO STEEL F 4 CONCRETE SLAB PLAN VIEW OF CHIMNEY ROOF BEAM i I , ON METAL DECK SUPPORT FP,AMINC2 METAL ROOF DECK V i l I � T5 COLUMN + + I I RE: PLAN RE: PLAN WITH STEEL BEAM it STEEL BEAM It STEEL BEAM & E C T I O N 1 + + 3/8" GAP RE: PLAN ii PLATE ii BEYOND 3/4" 3/8" BEARING � t I 12 ` ON /S6.1 RE: SECTION PLATE RE: PLAN AM j 3/8" STIFFENER 4 I I i t STEEL BEAM LATE EACH STEEL BEAM RE: PLAN P + + LA RE: PLAN METAL ROOF DECK— + I -- TS POST, RE. PLAN STEEL BEAM 3/4"= 1'_0 i ' + I RE. PLAN A RE: PLAN , , 3/8" SEARING METAL ROOF DECK STEEL BEAM t i i I RE: 11/56.1 t t I PLATE (TYPICAL) SECTI i I 1 I RE: PLAN t I I 1 TS COLUMN 3/4" = i' - O" + + 12 a" I 4 1 1/4 i I i WORK {2 s !. i i I l i NOTE: AT SIMILAR SECTION POINT UPPER BEAM REQUIRES 4 METAL ROOF j + 12 , (i SHIM POST AT BEARING DEGK j -- FF_ 3 18X4 "Xib" TOP i k + ' - m 1 + t STEEL BEAM RE: PLAN d BOTTOM -- �` STEEL BEAM 12 i COLUMN BEYOND RE: PLAN -- METAL ROOF DECK RE: PLAN STEEL BEAM (' RE: PLAN I R PLAN I I I t + i 1 112" GAP PLATE I � BENT h? i I , 318" X 3 GONT. I t I r i + i �3X1/4X0' - 8" (LL H) 1/4 i TS COLUMN WITH i t + i WORK POINT I t I t I I + 4 + I 51e>" GAP AND BASE i t PLATE i STEEL BEAM i 318" BEARING PLATE i i METAL ROOF RE= PLAN L 3X3X114 DEGK i METAL ROOF i � I � BRACING TO 5E C T I ON ADJACENT BEAM STEEL BEAM i DECK 3/8" GAP PLATE o + STEEL BEAM RE: PLAN i i DEVELOPER VAM RESORTS TEEL BENT BEAM i ; RE= PLAN � � � � � ON � � 1 TS COLUMN RE: PLAN ' I i I METAL ROOF DECK I + PLAN WITH e I , i I I - — TS i 3/4" = I' -O" 4 F ' I I i 1/2" BASE PLATE DEVELOPMENT T5 4X4X114 RE: PLAN t I �� COMPANY I A I NG COLUMN 12 — STEEL BEAM RE: PLAN 12 i l RE: PLAN I I I AVON, COLORADO I I � i I , I axCEM ECx Or RECORD METAL CONCRETE SLAB ROOF DECK STEEL BEAM I I I ' I � i i � ON METAL DECK i I 12 R 12 E: PLAN � I I I t TS COLUMN WITH ' ' ' 3/8" GAP PLATE Icl I I 2 PLATE 5114b" WORK POINT " I t STEEL BEAM I STEEL BEAM I I OIL CONTINUOUS OIL WORK POINT RE: PLAN RE: PLAN RE: PLAN i + I III METAL ROOF ( j PECK, RE: PLAN i �N I STEEL BEAM RE: PLAN i I CONCRETE SLAB STEEL BEAM 12 RE PLAN + + ON METAL DEGK Denver, Colorado RE: PLAN RE: PLAN 3/4' = i' -O" j STEEL BEAM � + RE: PLAN RE: PLAN =— sx ---k. a x--- --- k —�k ° MASTER PLANNER STEEL BEAM I - ON a. � DESIGN ARCHITECT & E C T I ON 20, ( RE. PLAN ' T 4 4 3/4 = 1' -0" HART 140WERT 3/4" - I' -O" I WO POINT I I X XV4 STUB COLUMN NEW YORK, NEW YORK i I METAL ROOF PECK METAL ROOF DEGK _ t I MaNROF rri at<s,livc TEEL BEAM METAL ROOF DECK AVON, COLORADO I RE; PLAN I — STEEL BEAM �C�"ION 1 I RE: PLAN MEPENGENUKERS CATOR, PUMA AND ASSOCIATES, CO. I � � � I � � � DENVER, COLORADO t CIVILENGR419 RE: ARCH WORK POINT vA COLORADO 1 � t 1 2 12 ALPINP, ffi�iGINEERING, INC. 12 1 3/4" = i' -O° RE: P 1 I INTERIOR DESIGN FDWARDS, COLORADO STUD TAL 12 ; STEEL BEAM ' ST'EEL BEAM SLIrERDESIGNS 12 Ib 1 RE: PLAN 12 METAL 8001 -- ME G RE: PLAN DECK RK STEEL BEAM 12 POINT RE: PLAN RE: 11/56.1 - -- STEEL BEAM RE: PLAN T .O. STEE I RE: PLAN -- METAL ROOF 12 RE: PLAN DECK - — REEE L BEAM M � � C 7 I O N I 1 I i BEARING - PROJECT NUMBER 6250.00 i' -O" 3/8" BEARINO PLATE � PLATE WORK POINT 4" METAL STUD I SSUE R DATE I - - ---- METAL ROOF DEGK - STEEL BEAM WORK POINT t RE: PLAN 001 SD 01.23.04 11 3/8" BEARING PLATE ' STEEL BEAM RE: PLAN 003 DD FROG. 2 05.21.04 12 + i }^� RE: PLAN 1 t _.._......._._....- 6 METAL S TD:/ J .....-- ...e_,. -., �'°. - i v T !I BEA /� / .f WITH SLIP 3/8" RING I I PLATE SEE PLAN AM i 04 PRL i.Nu PKG. 0&2,.04 GONNEGTION - I I 12 METAL ROOF 005 CD PROG. 1 01.14.05 E C T I O N DEGK 006 PERMI /BID 02.15.05 PLATE 3/16" CONTINUOUS --- 4" METAL STEEL BENT BEAM STUD I RE: PLAN I I STEEL BEAM t I I 3/8" BEARING RE: PLAN r METAL ROOF PLATE DEGK, RE: PLAN ION � � __v______ .� BEARNG STEEL t I� 314" = I' -O" i + 012 CD FROG. 2 05.2705 I + I STEEL BEAM RE: PLAN /� E C 7 ION a a �,� y 013 ADDENDUM 5 06.03.05 METAL ROOF � � - 5ECTION 11 1 I DECK � 3/4" = I' -O" + + METAL ROOF 3/4" O L T.O. 5TEEL STEEL BEAM DECK 7 RE: PLAN I I TS COLUMN RE: PLAN I STEEL BEAM � i t2E 3 PLAN RE: PLAN 017 CD PROG. 2R 07.01.05 METAL ROOF DECK i i STEEL BEAM 12 RE: PLAN - , I STEEL BEAM I + METAL 1 RE: PLAN e ION 1 SEE PLAN ' I I I METAL ROOF I t ROOF DECK 2 DECK , 3/4" = 1' -0" t , 6" METAL STUD 023 ADDENDUM 14 07.29.05 I i t i i + i METAL ROOF i i STEEL 12 DECK I z RE: PLAN ^ f i + i i j RE: PLAN I + f ' I I STEEL BEAM I 12 f i PROVIDE (2) - #10 SGREW5 — °2 "cD EXTRA STRONG -.7 STEEL I f — METAL ROOF DEGK 12 I I t I i THROUGH SLEEVES INTO PIPE CONTINUOUS WITH GAP STEEL BEAM PIP55 AT EACH 51DE 1n ENDS. PROVIDE 2 1 /2 "cP 12 RE: PLAN I I + METAL ROOF G,, I i I , OF BRACKET �� STANDARD PIPE X4" SLEEVES i I I DECK STEEL BEAM ' ' TS COLUMN I I D` WELDED TO EACH BRACKET. + i C RE: PLAN i I i i BASE PLATE 3 1a "X rY EXTEND CONTINUOUS PIPE THROUGH. METAL ROOF DEGK + I 3 "X18" PROVIDE 2 V2 " STANDARD t I PIPE X4" SLEEVES AT BUTT JOINTS METAL DECK l i RE: PLAN I I TS COLUMN B i RE: PLAN WITH A I I i AND GAP PLATE 12 STEEL BEAM RE: PLAN BRACKET 3/8 "PLATE I I AND BASE PLATE + AT 4' - MAX WELD TO BASE PLATE WHERE POSSIBLE WELD T.O. STEEL 12 � PROJECT KEYPLAN RE: PLAN TO TOP OF ROOF I i STEEL BEAM i I +I+ RE: PLAN RE: PLAN + I I TS COLUMN WITH i I 3/8" BEARING REE PLAN STEEL BENT BEAM i I t LINE OF i 3 /S" GAP PLAT i i PLATE RE: Ip /56.i /� � I I + TS COLUMN + i RE: PLAN i I CONCRETE SLAB I BEAM BEYOND I + RE: PLAN in LI P ' I ON METAL DEGK I I DETAILS I I I i °- k y�a ka - k . ° cp ' T5 4X4X3/8 � I i I , 6% o * _ + I 1 1 I N lLI Li + I ( t L`7X4X e C T I O N a 3 /8 ' I 1 112" = 1' -0" v I T`i' F'1Cls,L SNOLUFNCE DETAIL 6E C T I ON 1 8 STEEL BEAM, RE: PLAN 4T MAIN ROOF �,4YES ( ' :1 TS COLUMN S 6.2 � 5ECTION 23 & CT I ON 22 I I g t + = 3/4 = i -O 3/4" = I' -O° /� I 3/ 4" = 1'-0" i RE: PLAN & E C T I O N 1 & E C T I O N -4 3/4" = 1' -0" _ rn r> 0 0 N m O Q Q RE: PLAN S 15 W2t" DEEP BEAM ---/ / WATERPROOFING — 1 AND DRAINBOARD A 3/4" W18 BEAMS 4 1/2" CONCRETE SLAB ON 2" METAL PECK WITH W.W.F. 8210' -10 820 — i' -4" I T.O. ST RE: PLAN Q 6 ADD BOTTOM PLATE 1/4" X 4" CONTINUOUS SECTION 11 3/4" I i I 1 t I I 3 i 1 STEEL BEAM RE: PLAN dk I I � I w SIGG' -IO 1/2" I r NO RE: PLAN :RETE SLAB IETAL DECK i ( t 12 METAL ROOF DECK RE: PLAN i i I I I RE: PLAN I I I I I I I 1 t N i I 1 I i I METAL ROOF PECK I i I i !2 I STEEL BEAM RE: PLAN 12 j I STEEL BEAM, RE: PLAN L BEAM 'LAN SECTION 12 3/4" 3/4" 6" METAL STUD METAL ROOF "— DECK CONCRETE BLAB ON METAL DECK PRECAST CORE WALL, RE: MANUFACTURER STEEL BEAM RE: PLAN T5 4X4XI 14 HANGING COLUMN METAL ROOF DECK 3ECTICN 13 3/4" = 1' -0" �— STEEL BEAM RE: PLAN &ECT I ON 3/4" = 1' -0" 1/2" CONCRETE SLAB N 2" METAL DEGK ITH W.W,F. TEEL BEAM E: PLAN 3/4" 1'-0" METAL ROOF PECK TS COLUMN RE: PLAN 5 Cfi I ON 10 STEEL BEAM RE PLAN 3/4" ISI �I� I I I I I I i I I I I STEEL I I I i BEAM i TS 4X4X1/4 a RE: PLAN III HANGING COLUMN I I �y lyl i l I i III I 12 lyl I I I i I I 1 12 I I II STEEL BEAM RE: PLAN METAL ROOF DECK S-/ ION � 3/4" = 1' -0" RE� PLAN •, , 12 12 REr PLAN AL ROOF DEGK I STEEL BEAM RE: PLAN T5 COLUMN RE: PLAN WITH 318" GAP PLATE AND BASE PLATE T5 4X4X1/4 HANGING COLUMN METAL ROOF DEGK 3/8" STIFFENER PLATE EACH SIDE RE: PLAN T5 COLUMN RE: PLAN METAL ROOF PECK "- -STEEL BEAM RE: PLAN 3/4" METAL ROOF DECI i S ECTION �f 3/4" 6" METAL 5TUD METAL ROOF DECK STEEL BEAM RE: PLAN j I SECTION 4 3/4" = 1' -0" 'tL ROOF DECK ETAL STUD L BEAM 'LAN RE: E i 1/56. STEEL BEAM RE: PLAN I i I i I I 1 RE: 11 PLAN RE: PLAN — CONCRETE SLAB ON METAL PECK k `k I 1 STEEL BEAM 5ECTION RE: PLAN 3/4" L ROOF BEAM LAN © 2004 42140 ARCHITECTURE, INC. I l I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OP RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHTIECT HART I HOWERTON NEW YORK, NEW YORK i fi'I'4..LTC?'t7R. °.LE�I�TGIN�D. 11 MONROE & NEWRT L ENGINEERS, NC AVON, COLORADO MEP ENGINEERS CATOR, RLUA AND ASSOCIATES, CO. DF—N VEX, COLORADO CIVIL ENGENEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO TAL STUD SLIP CONNECTION 2ETE SLAB ON DECK WITH I RE: PLAN 5ECTf ON _2 3/4" ' - AL ROOF S 3 3/4" AM I IN I WITH AND BASE �>OF DECK AM E 5LAB _ DECK SAM RE: PLAN PROJECT NUMBER. 6250.00 ISSUE REVISION DATE 001 S SD 0 01.23.04 002 D DD PROG. 1 0 04.12.04 003 D DD PROG. 2 0 05.21.04 f 004 P PRICING PKG. 0 EMBED PLATE - ----� 3 " -4" STONE PAVER5 CD PROG. 1 0 01.14.05 BY PREGASTER AND GROUT 02.15.05 --- 6" CONCRETE POOL PERMIT REV. W W W 03.24.05 FRAME WITH 5TANLESS WATERPROOFING 012 C a 05.27.05 013 A ADDENDUM 5 0 06.03.05 STEEL LINER AND DRAINBOARD i 017 _ CD PROG. 2R 0 07.01.05 ° 023 A ADDENDUM 14 0 07.29.05 s 2 1/5" CONCRETE SLAB 6 " -I6 eAGE METAL ° ON 6" METAL DECK WITH STUD BEARING ,4 6X6 W2.1XW2.1 Y1.Y1.F. WALLS (2' -0" STUD SPACING EACH WAY) ' L&X&X3 18 GONTINUOU5 4 - ---------'f -- - -- . - - - -- I I 1 I I I 1 1 • ,• ° I I I i I 1 ac7 4 1 1 s I I i I I • 8166' -6" • °.I I I 1 I t I I 1 i I 1 I i • �° ° • a • 4 • I I I I 1 I Q — ' — — - 7 A — .— — — — — — --Y. ,° _ c a — _ -�— x — x�— x -� x --- x --- x.--- x —.x W2t" DEEP BEAM ---/ / WATERPROOFING — 1 AND DRAINBOARD A 3/4" W18 BEAMS 4 1/2" CONCRETE SLAB ON 2" METAL PECK WITH W.W.F. 8210' -10 820 — i' -4" I T.O. ST RE: PLAN Q 6 ADD BOTTOM PLATE 1/4" X 4" CONTINUOUS SECTION 11 3/4" I i I 1 t I I 3 i 1 STEEL BEAM RE: PLAN dk I I � I w SIGG' -IO 1/2" I r NO RE: PLAN :RETE SLAB IETAL DECK i ( t 12 METAL ROOF DECK RE: PLAN i i I I I RE: PLAN I I I I I I I 1 t N i I 1 I i I METAL ROOF PECK I i I i !2 I STEEL BEAM RE: PLAN 12 j I STEEL BEAM, RE: PLAN L BEAM 'LAN SECTION 12 3/4" 3/4" 6" METAL STUD METAL ROOF "— DECK CONCRETE BLAB ON METAL DECK PRECAST CORE WALL, RE: MANUFACTURER STEEL BEAM RE: PLAN T5 4X4XI 14 HANGING COLUMN METAL ROOF DECK 3ECTICN 13 3/4" = 1' -0" �— STEEL BEAM RE: PLAN &ECT I ON 3/4" = 1' -0" 1/2" CONCRETE SLAB N 2" METAL DEGK ITH W.W,F. TEEL BEAM E: PLAN 3/4" 1'-0" METAL ROOF PECK TS COLUMN RE: PLAN 5 Cfi I ON 10 STEEL BEAM RE PLAN 3/4" ISI �I� I I I I I I i I I I I STEEL I I I i BEAM i TS 4X4X1/4 a RE: PLAN III HANGING COLUMN I I �y lyl i l I i III I 12 lyl I I I i I I 1 12 I I II STEEL BEAM RE: PLAN METAL ROOF DECK S-/ ION � 3/4" = 1' -0" RE� PLAN •, , 12 12 REr PLAN AL ROOF DEGK I STEEL BEAM RE: PLAN T5 COLUMN RE: PLAN WITH 318" GAP PLATE AND BASE PLATE T5 4X4X1/4 HANGING COLUMN METAL ROOF DEGK 3/8" STIFFENER PLATE EACH SIDE RE: PLAN T5 COLUMN RE: PLAN METAL ROOF PECK "- -STEEL BEAM RE: PLAN 3/4" METAL ROOF DECI i S ECTION �f 3/4" 6" METAL 5TUD METAL ROOF DECK STEEL BEAM RE: PLAN j I SECTION 4 3/4" = 1' -0" 'tL ROOF DECK ETAL STUD L BEAM 'LAN RE: E i 1/56. STEEL BEAM RE: PLAN I i I i I I 1 RE: 11 PLAN RE: PLAN — CONCRETE SLAB ON METAL PECK k `k I 1 STEEL BEAM 5ECTION RE: PLAN 3/4" L ROOF BEAM LAN © 2004 42140 ARCHITECTURE, INC. I l I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OP RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHTIECT HART I HOWERTON NEW YORK, NEW YORK i fi'I'4..LTC?'t7R. °.LE�I�TGIN�D. 11 MONROE & NEWRT L ENGINEERS, NC AVON, COLORADO MEP ENGINEERS CATOR, RLUA AND ASSOCIATES, CO. DF—N VEX, COLORADO CIVIL ENGENEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO TAL STUD SLIP CONNECTION 2ETE SLAB ON DECK WITH I RE: PLAN 5ECTf ON _2 3/4" ' - AL ROOF S 3 3/4" AM I IN I WITH AND BASE �>OF DECK AM E 5LAB _ DECK SAM RE: PLAN PROJECT NUMBER. 6250.00 ISSUE REVISION DATE 001 S SD 0 01.23.04 002 D DD PROG. 1 0 04.12.04 003 D DD PROG. 2 0 05.21.04 f 004 P PRICING PKG. 0 06.21.04 005 C CD PROG. 1 0 01.14.05 006 P PERMIT /BID 0 02.15.05 z1 P PERMIT REV. W W W 03.24.05 012 C CD PROG. 2 0 05.27.05 013 A ADDENDUM 5 0 06.03.05 I i 017 _ CD PROG. 2R 0 07.01.05 023 A ADDENDUM 14 0 07.29.05 XE B PRoi9cr N PROJECT KEYPLAN DETAILS 56.3 3/4" = I' -O" STEEL BRACE RE- BRACE ELEVATIONS T FULL LENG1 "B" MINIMUM TOTAL WELL CC" EACH 5' EACH FACE OF HS5) TYP. `N(E3�TH "K" PLATE SLOT BRACE FOR — ERECTION BOLT PLATE SLOT BRACE FOR STEEL COLUMN �— STEEL PLATE RE: PLAN WITH WITH 112" BASE G MINIMUM "H" TOTAL PLATE { I WELD ( "J" EACH SIDE EACH FACE OF H55) 1 I I I / "D" PLATE DD E f it "F" TOTAL ERECTION BOLT f E: RE= BRACE SPLICE: WELD AND PLATE S(_ 3 SHEET FOR WELD SIZE, LENGTH AND PLATE :.KNE55. SIMILAR 15 MIRROR IMAGE. DET4IL 14 3/4" = 1' -0" AC e f=L I - UJ L D AND 1 = SCE- E EDU L E 15 SEE: DETAIL 14 BRACE 51ZE MINIMUM "H" SLOT BRACE FOR 1/4 V 15 TOTAL WELD G A(in) E30n) G(in) D(in) E(in) HSS 2X2X1 1/4 40 10 5/S 3 H55 2 1/2x2 1/2x1/4 - - - - - HS5 3X3X114 - - - - - H5S 8x4X3 1b 1/4 56 14 We> 3 HSS 4X3X114 1/4 56 14 "l /8 3 HSS 4X3X318 1/4 56 14 - 118 3 HSS 5X3Xi14 1/4 56 14 We> 3 HSS 5X3X3 1b 1/4 56 14 '7/8 3 HSS 6X3X318 1/4 56 14 - I/8 3 HSS 4X4XI 14 1/4 56 14 - 7/8 3 i I STEEL BRACE RE: BRACE I ,�� ;' ELEVATIONS i , 4 1/2" CONCRETE SLAB ON 2" METAL DECK WiTH W.W.F. (AT SIMILAR DECK SPANS I t ',•� PARALLEL TO BEAM) I I x - i �r *I Y° - - i I � _J L_ \__L 5TEEL BEAM STEEL BEAM Y�II TH RE: PLAN TYP. VERTICAL 5TFFENER5 A B A B TOTAL A I5C SHEAR CONNECTION NOTE: RE: BRACE GU55ET: WELD AND PLATE SCHEDULE THIS SHEET FOR WELD SiZE, LENGTH AND PLATE THICKNESS. SIMILAR IS MIRROR IMAGE. DETAIL 12 3/4" = 1' -0" STEEL COLUMN RE: PLAN WITH WITH 1/2" BASE PLATE "F " TOTAL D E 1 1 t D E ' I I I , 1 I I I i I I ' / AI5G SHEAR I , I CONNECTION TYP. { I III / 4 1/2" CONCRETE STIFFENER EACH SIDE SLAB ON 2" METAL OF BEAM I 1 I , DECK WITH W.W.F. I I / (AT SIMILAR DECK SPANS PARALLEL TO BEAM) TYP. I I STEEL BEAM RE: PLAN ' A B "G" TOTAL TYP. WP ' i I � 1 I I { ( I '/ i j I I 1 I III � 1 I I I O 01 i0 OI I I I t o I I o I I I I III � ' STEEL BEAM— ' RE: PLAN TYP. t I I 1 1 I � III I "F" TOTAL D E STEEL BRACE D E i l RE: BRACE ELEVATIONS TYP. { MINIMUM "H" I I I "F" TOTAL D E ' I `\ �\ TOTAL WELD G ! TYP. p i I i C "J" EACH SIDE E I I I i 1 MINIMUM "H" TOTAL WELD i ( "'J'" EACH SIDE, G EACH FAGS G I I OF HSS) TYP. i 111 1 I I � I STEEL COLUMN RE -PLAN WITH 1/2" TOP PLATE I SLOT BRACE FOR STEEL PLATE TYP. ERECTION BOLT TYP. "K" PLATE TYP. i RE:13RACE OU55ET: WELD AND PLATE 5GHEDUL 5 SHEET FOR WELD 51ZE, LENGTH AND PLATE :KNE55. SIMILAR IS MIRROR IMAGE. DET41L 1-3 3/4" MINIMUM "40" TOTAL WELD 1/4N 10 EA CH EACH SIDE - EACH FACE 114 4 10 OF HSS) efRACE (�;;U &G T. WE AND F /4TE &C� DL� 15 SEE DETAILS - 1 -13 8fRACCE 51 ZE MINIMUM "H" SLOT BRACE FOR 1/4 V 15 TOTAL WELD G 005 WELD ( "J" EACH 51DE EACH FACE OF HSS) Y41TH 1/2" BASE I 1 10 Alin} B(in) 66n) D(in) E(in) 1`0n) C7(in) H(in) J(in) K(in) HSS 2X2XI /4 1/4 14 28 1/4 15 30 1/4 40 10 5/8 HSS 2 1/2X2 1/2X1/4 4 1/2" CONGRETE � - TYP. 8" TOTAL 07.01.05 I J { SLAB ON 2" METAL HSS 3X3X114 — 4 V4 14 DECK WITH W.W.F. CONNECTION TYP. I M /,' I i H55 8X4X318 1/4 20 40 1/4 2& 56 1/4 56 14 5/8 HSS 4X3X114 1/4 20 40 1/4 2& 56 1/4 56 14 5/8 HSS 4X3X3/8 1/4 20 40 1/4 28 56 1/4 56 14 5/8 HSS 5X3X1/4 1/4 20 40 1/4 28 56 1/4 56 14 5/8 HSS 5X3X3/8 1/4 20 40 1/4 28 56 1/4 56 14 5/8 HSS 6X3X318 1/4 20 40 1/4 28 56 1/4 56 14 5/8 HSS 4X4X114 1/4 20 40 1/4 28 56 1/4 56 14 5/8 WP ' A A B\ "C" TOTAL STEEL BEAM RE: PLAN STIFFENER EACH SIDE OF BEAM NOTE: RE: BRACE OUS5ET: WELD AND PLATE SCHEDULE THI5 SHEET FOR WELD SiZE, LENGTH AND PLATE THICKNESS. 51MiLAR IS MIRROR IMAGE. D 3/4" = 1' -O" EACH FACE OF H55) I I 1 I I STEEL COLUMN i I RE: PLAN PLATE TYP. 'E: RE: BRACE GUSSET: WELD AND PLATE 5CHEDULE 3 SHEET FOR WELD SIZE, LENGTH AND PLATE :KNE55. SIMILAR IS MIRROR IMAC-,E. SLOT BRACE FOR STEEL PLATE TYP. ERECTION BOLT TYP. 30" TOTAL i/4 15 ERECTION BOLT STEEL COLUMN MINIMUM "H" SLOT BRACE FOR 1/4 V 15 TOTAL WELD G 005 WELD ( "J" EACH 51DE EACH FACE OF HSS) Y41TH 1/2" BASE I 1 10 5 /ice" PLATE 1/4 A15C SHEAR OI I to / EACH FACE CONNECTION TYP. (AT SIMILAR DECK SPANS I �t 10 PARALLEL TO BEAM) TYP. OF HS5) TYP. I t O! 1 { I { 1 O "F" TOTAL D E OI i�I 4 1/2" CONGRETE � - TYP. 8" TOTAL 07.01.05 I J { SLAB ON 2" METAL AI5G 5HEAR- - - ----- — 4 V4 14 DECK WITH W.W.F. CONNECTION TYP. I M /,' I i 28" TOTAL (AT SIMILAR DECK 4 112" CONCRETE i /, , / / 1/4 V 14 I 1 { SPANS PARALLEL SLAB ON 2" METAL S "TOTAL TOTAL WELD 114 5 TO BEAM) TYP. / DECK WITH W.W.F. 1 1/2" METAL DECK (AT 1 x (AT SIMILAR DECK \ 1/4 20 40" TOTAL i r_1 r_71 4 I i { i/4 20 TOTAL WELD I/4 WP { i { I I � a 1 I O a � a 01 IO ! 0 1, 1 1 , ' ' -- o , I o ' i O i I { I ` - of I - IO i I 1 I I RE: PLAN TYP. VERTICAL STFFENERS 01 STEEL BEAM I � I 1/4 O RE: PLAN TYP. w I I AISC SHEAR NOTE: lil SIMILAR IS MIRROR IMAGE. TYP. STEEL BEAM DET4 1 L 3/4" = I' -0" RE. PLAN TYP. -STEEL BRACE 14 56" TOTAL 18 2 i I �� RE- BRACE 1/4 2tj ELEVATIONS TYP. / I 1 A MINIMUM 56" ` I I TOTAL WELD I/4 14 ( Ili III (14" EACH SIDE, I { FACE 1/4 14 / I III I $ EACH N OF HSS) III I STEEL COLUMN SLOT BRACE FOR RE: PLAN STEEL PLATE TYP. iis STEEL COLUMN RE: PLAN --- ERECTION BOLT TYP. 5 /F>" PLATE O O NOTE: SIMILAR IS MIRROR IMAGE. m O DETAIL 1E� WP ' A A B\ "C" TOTAL STEEL BEAM RE: PLAN STIFFENER EACH SIDE OF BEAM NOTE: RE: BRACE OUS5ET: WELD AND PLATE SCHEDULE THI5 SHEET FOR WELD SiZE, LENGTH AND PLATE THICKNESS. 51MiLAR IS MIRROR IMAGE. D 3/4" = 1' -O" EACH FACE OF H55) I I 1 I I STEEL COLUMN i I RE: PLAN PLATE TYP. 'E: RE: BRACE GUSSET: WELD AND PLATE 5CHEDULE 3 SHEET FOR WELD SIZE, LENGTH AND PLATE :KNE55. SIMILAR IS MIRROR IMAC-,E. SLOT BRACE FOR STEEL PLATE TYP. ERECTION BOLT TYP. — "K" PLATE ERECTION BOLT --- SLOT BRACE FOR STEEL PLATE TYP. / STEEL BRACE RE: BRACE ELEVATIONS A B "C" TOTAL AV B NOTE: RE: BRAGS GUSSET: WELD AND PLATE SCHEDULE THI5 SHEET FOR WELD SIZE, LENGTH AND PLATE THICKNESS. SIMILAR IS MIRROR IMAGE. DEE T )4 iL 11 3/4" = 1' -O" 01.23.04 ERECTION BOLT STEEL COLUMN MINIMUM "H" SLOT BRACE FOR DD PROD. 2 STEEL PLATE ►G TOTAL WELD G 005 WELD ( "J" EACH 51DE EACH FACE OF HSS) Y41TH 1/2" BASE I 1 10 ( "J" EACH 51 DE, 1/4 STEEL BRACE RE: BRACE OI ELEVATIONS to 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. EACH FACE - (AT SIMILAR DECK SPANS I �t 10 PARALLEL TO BEAM) TYP. OF HS5) TYP. I t O! 1 { I { 1 O "F" TOTAL D E OI i�I i ! 1 I i � - TYP. 8" TOTAL 07.01.05 I J { RE: PLAN TYP. AI5G 5HEAR- - - ----- — 4 I I I I t 4 !/4 F CONNECTION TYP. 8" TOTAL 1 i 1 1 4 112" CONCRETE I I I i { / MINIMUM 10" I I 1 { SLAB ON 2" METAL S "TOTAL TOTAL WELD 114 5 / / DECK WITH W.W.F. 1 1/2" METAL DECK (AT 1 I (AT SIMILAR DECK \ i SPANS PARALLEL 1 i I I 1 TOTAL WELD I/4 TO BEAM) TYP. a - I ®t r a � a ! WP- 1 1 , ' ' -- ' i O - of I - IO RE: PLAN TYP. VERTICAL STFFENERS 01 EACH SiDE 10 - _____ - 1/4 O Iii 1 w I 10 AISC SHEAR NOTE: lil SIMILAR IS MIRROR IMAGE. TYP. STEEL BEAM DET4 1 L 3/4" = I' -0" RE. PLAN TYP. / I 1 A ` I I Ili III ! / I III I % I I STEEL COLUMN RE: PLAN — "K" PLATE ERECTION BOLT --- SLOT BRACE FOR STEEL PLATE TYP. / STEEL BRACE RE: BRACE ELEVATIONS A B "C" TOTAL AV B NOTE: RE: BRAGS GUSSET: WELD AND PLATE SCHEDULE THI5 SHEET FOR WELD SIZE, LENGTH AND PLATE THICKNESS. SIMILAR IS MIRROR IMAGE. DEE T )4 iL 11 A B A g "C" TOTAL TYP. P. STEEL BRACE RE: BRACE ELEVATIONS TYP. AISG SHEAR CONNECTION TYP. 4 1/2" CONCRETE— SLAB ON 2" METAL DECK WITH W.W.F. (AT 51 M i LAR DECK SPANS PARALLEL TO BEAM) TYP. "K" PLATE 01.23.04 ERECTION BOLT STEEL COLUMN x SLOT BRACE FOR DD PROD. 2 STEEL PLATE ►G MINIMUM "H" TOTAL 06.21.04 I 005 WELD ( "J" EACH 51DE EACH FACE OF HSS) Y41TH 1/2" BASE I 1 10 02.15.05 1/4 STEEL BRACE RE: BRACE OI ELEVATIONS to 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. , 10 - (AT SIMILAR DECK SPANS I �t 10 PARALLEL TO BEAM) TYP. A B A g "C" TOTAL TYP. P. STEEL BRACE RE: BRACE ELEVATIONS TYP. AISG SHEAR CONNECTION TYP. 4 1/2" CONCRETE— SLAB ON 2" METAL DECK WITH W.W.F. (AT 51 M i LAR DECK SPANS PARALLEL TO BEAM) TYP. -� x r_ I/4 5 iO" TOTAL ` STEEL PLATE \ RE: BRACE ELEVATIONS (5 EACH SIDE OF PLATE) 1/4 5 , (i 1/4" PLATE STEEL GOLUMN t { RE: PLAN NOTE: SIMILAR 15 MIRROR IMAGE AND /OR NO BEAM CONNECTION OTHER SIDE. D 5. 3/4" = I' - 0" EACH END I/4 ►0 R 1/2 "X3" WP a 01.23.04 III t i STEEL COLUMN x WP DD PROD. 2 \ 1 I'I I 1 I PRICING PKG. 06.21.04 I 005 CD PROG. 1 Y41TH 1/2" BASE I 1 10 02.15.05 1/4 5 OI t I to I 1 I , 10 - 01 I �t 10 - OI I I t O! 1 { I { 1 O OF PLATE) 1/4 OI i�I i ! 1 I i � - STEEL BEAM 8" TOTAL 07.01.05 I J { RE: PLAN TYP. I i I I i 4 I I I I t 4 !/4 i i RE: PLAN TYP. 8" TOTAL i 1 1 4 1/4 I I I i { / MINIMUM 10" I I 1 { i I I , I + i \ S "TOTAL TOTAL WELD 114 5 i { i 1 / 4 -� x r_ I/4 5 iO" TOTAL ` STEEL PLATE \ RE: BRACE ELEVATIONS (5 EACH SIDE OF PLATE) 1/4 5 , (i 1/4" PLATE STEEL GOLUMN t { RE: PLAN NOTE: SIMILAR 15 MIRROR IMAGE AND /OR NO BEAM CONNECTION OTHER SIDE. D 5. 3/4" = I' - 0" EACH END I/4 ►0 R 1/2 "X3" WP SD 01.23.04 - - -- — - 1/4" PLATE STEEL COLUMN 04.12.04 003 DD PROD. 2 05.21.04 t t PRICING PKG. 06.21.04 I 005 CD PROG. 1 Y41TH 1/2" BASE i t 1 0 02.15.05 1/4 5 MINIMUM 10" TOTAL PLATE OI I 1 I , 10 012 WELD (5" EACH 5iDE - -- OI I I IO - - OF PLATE) 1/4 OI i�I O - 017 8" TOTAL 07.01.05 I STEEL BEAM 4 I I I I t RE: PLAN TYP. III i 1 1 1 � / i/4 4 I I 1 { \ S "TOTAL lei I�I / 4 1 1/2" METAL DECK (AT 1 I { { 1 \ i MINIMUM 10" 1 i I I 1 TOTAL WELD I/4 NOTE: SIMILAR 15 MIRROR IMAGE. (5 EACH SIDE / \ i I OF PLATE) TYP. 1/4 I I I I I i I STEEL COLUMN I i 1/4" PLATE RE: PLAN 3 /4" = 1' -0" Ai5G SHEAR— / CONNECTION TYP. I I 1/4" PLATE I { 4 1/2" CONCRETE SLAB ON 2" METAL I ' CONNECTION TYP. DECK WITH W.W.F. i { (AT SIMILAR DECK I 1 1/4 5 SPANS PARALLEL I i ' 10" TOTAL TYP. TO BEAM) TYP. I { / 1/4 5 1 1/2" METAL DECK , s , I I / (AT SIMILAR DECK a SPANS PARALLEL x i i TO BEAM) TYP. 1 I WP — Irt 1 i i O - -- 01' 1 O - -- - - OI i If i 0 O I i ' I I S I I STEEL BEAM RE: PLAN TYP. i I I e�" TOTAL 1/4 4 { I I I I MINIMUM 10" I I it W ~° TOTAL ELD 114 5 (5" EACII OF PLATE) i /`} 5 III ___STEEL PLATE RE: BRACE 1 1 ELEVATIONS TYP. t i I I I I I J t ' { 1/4" PLATE TYP. STEEL COLUMN RE: PLAN I NOTE: SIMILAR IS MIRROR IMAGE AND /OR NO BEAM CONNECTION OTHER SIDE. D T A I 3/4" = 1' -0" EACH \ 5„ — -- AISG SHEAR AND t /A t0 CONNECTION TYP. h'_ 1/2"X A B "G" TOTAL A B I WP � II �' t0 I 1 I O 1 IO - - O I I C I I O _ - -- - OI I O ! I I i STEEL BEAM RE: PLAN TYP. F "" TOTAL E I f TYP. D D E t ' \\`�\\�� STEEL BRACE RE: BRACE III ` ELEVATIONS MINIMUM "H" TOTAL YIELD ( "J" EACH SIDE, G EACH FACE I I OF HSS) TYP. STEEL COLUMN t i 1 I \ 1!1 I ! I I I -- SLOT BRACE FOR I I RE: PLAN STEEL PLATE - -- ERECTION BOLT 1 "K" PLATE NOTE: RE: BRACE GUSSET: WELD AND PLATE SCHEDULE I THIS SHEET FOR WELD SIZE, LENGTH AND PLATE THICKNES5. SIMILAR IS MIRROR IMAGE. D�T�(L -1 3/4" = t' -0" MINIMUM "H" TOTAL WELD G ( "J" EACH SIDE, EACH FACE G OF HSS) TYP. "F" I O T A' D r E TYP. D V E AiSG 5HEAR - CONNEGTION TYP PLATE ERECTION BOLT SLOT BRACE FOR STEEL PLATE TYP. t i I / 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. III j STEEL BRACE (AT SIMILAR DECK RE: BRACE SPANS PARALLEL j ; ,'� ELEVATIONS TO BEAM) TYP. I I I�I t 1 WP I I I I OI I io 0 t III i O B "C" TOTAL STEEL BEAM — RE: PLAN TYP. STEEL COLUMN RE: PLAN NOTE: RE: BRACE GUSSET: WELD AND PLATE SCHEDULE TH15 SHEET FOR MELD SIZE, LENGTH AND PLATE THiGKNE55. SIMILAR 15 MIRROR IMAGE. DETAIL 0 3/4" = 1' -0" STEEL BEAM — RE. PLAN TYP. STEEL COLUMN RE: PLAN I Ili { 1 I I i , I I I i r N EE ' - w i r r AISG 5HEAR CONNECTION TYP. 1 1/2" METAL DECK (AT SIMILAR DECK SPANS PARALLEL TO BEAM) TYP. I/4 5 10" TOTAL 1/4 5 STEEL PLATE RE: BRACE ELEVATIONS 1/4 4 a„ TOTAL I/4 V 4 114 5 14 MINIMUM 10" TOTAL WELD (5" EACH 51DE 1 5 OF STEEL PLATE) / — STEEL PLATE RE: BRACE ELEVATIONS 1 / -4 N 5 10" TOTAL 1/4 5 NOTE: SIMILAR IS MIRROR 1MA&E AND /OR NO BEAM CONNECTION OTHER SIDE. DET /41L 2 3/4" = 1' -O" STEEL COLUMN REPLAN WITH WITH 1/2" BASE PLATE 1/4 4 0" TOTAL i/4 4 i I I I I ' I { 1 1 s t III / I I I i { I , 111 / WP NOTE: SIMILAR IS MIRROR IMAGE. [D E TAI L 4 i/4 5 10" TOTAL 1/4 5 STEEL BEAM RE: PLAN STIFFENER EACH SIDE OF BEAM OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHMCT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARC TUTECI` HART ( FIOWERTON NEW YORK, NEW YORK 1 STRUT. ]RAL ENGUNEER I MONROE & NEWELL ENGINMIMS, INC AVON, COLORADO MEP ENGIlNEIItS CATOR, RUMA AND ASSOCIATES CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLWER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 - - -- — - 1/4" PLATE STEEL COLUMN 04.12.04 003 DD PROD. 2 05.21.04 RE: PLAN WITH PRICING PKG. 06.21.04 I 005 CD PROG. 1 Y41TH 1/2" BASE 006 PERMIT /BID 02.15.05 1/4 5 MINIMUM 10" TOTAL PLATE 012 WELD (5" EACH 5iDE 05.27.05 013 I I I 1 I 06.03.05 1/4 5 OF PLATE) 1/4 4 ( 1 - 017 8" TOTAL 07.01.05 1/4 4 I I I I t i STEEL PLATE RE: BRACE I / ELEVATIONS I i I / I�I / 1 1/2" METAL DECK (AT 1 i ! SIMILAR DECK SPANS PARALLEL TO BEAM) i I I 1 UI - I ®t r ! I — STEEL BEAM STEEL BEAM WITH RE: PLAN TYP. VERTICAL STFFENERS EACH SiDE 1/4 5 1/4 10" TOTAL 5 -- AISC SHEAR NOTE: CONNECTION SIMILAR IS MIRROR IMAGE. TYP. DET4 1 L 3/4" = I' -0" STEEL COLUMN REPLAN WITH WITH 1/2" BASE PLATE 1/4 4 0" TOTAL i/4 4 i I I I I ' I { 1 1 s t III / I I I i { I , 111 / WP NOTE: SIMILAR IS MIRROR IMAGE. [D E TAI L 4 i/4 5 10" TOTAL 1/4 5 STEEL BEAM RE: PLAN STIFFENER EACH SIDE OF BEAM OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHMCT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARC TUTECI` HART ( FIOWERTON NEW YORK, NEW YORK 1 STRUT. ]RAL ENGUNEER I MONROE & NEWELL ENGINMIMS, INC AVON, COLORADO MEP ENGIlNEIItS CATOR, RUMA AND ASSOCIATES CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLWER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROD. 2 05.21.04 004 PRICING PKG. 06.21.04 I 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 - 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 B N PROJECT KEYPLAN BRACE SECTIONS S7.0 I -- 1/4" PLATE 1/4 5 , MINIMUM 10" TOTAL 114 5 WELD (5" EACH SIDE EACH FACE OF 1155) / STEEL PLATE RE: BRACE ELEVATIONS - 4 1/2" CONCRETE SLAB ON 2" METAL DECK WITH W.W.F. (AT SIMILAR DECK SPANS PARALLEL TO BEAM) TYP. :x i I PRECAST GORE WALL LL FULL — 5/8 RISC SHEAR PLATE CONNECTION TYP. RIS SHEAR I I RE: MANUFACTURER ,1/47-- LENGTH ERECTION BOLT , , ( 2004 42140 ARCHITECTURE, INC. I I EMBED SLOT BRACE FOR LENGTH 1/4 i PLATE STEEL COLUMN STEEL PLATE I STEEL COLUMN SLAB ON 2" METAL ' FULL i1 4 (/2" GONGRETE 11 RE:PLAN WITH i RE: PLAN II WITH 1/2" BASE MINIMUM 56" TOTAL DECK WITH W.W.F. 1 1 H55 6X3XI14 I i i i III 1/4 (AT SIMILAR DECK W D CONTINUOUS TYP. I i PLATE It I EL (14" EACH SIDE K111,11 I EACH FACE OF H55 SPANS PARALLEL ) STEEL PLATE RE: PLAN FULL 111 _ _ - -_ - - - - 114 2a t I TO BEAM) TYP. a x I I I � 40" TOTAL TYP LENGTH 56" TOTA s i/4 20 xfi I i i t i i �,'�' t/4 20 ___-____ - - -� -- I/4 t - - - - - -- - I � I I / - i/4 28 t l 1 i I 4 I STEEL BEAM I i v4 p R I I I '• ''' STEEL PLATE RE: PLAN TY I I ,' / STEEL BRACE E: BRAGS RE: PLAN P. ELEVATIONS L - -- - ----- -- - - - - -- i META DECK 1^U L W .� F. WP /�' I I I I h 1 1 f � I FULL It \ STEEL PLATE I i 1 � � �� SIMI LAR ECK SPANS _ II I I i P PARALLEL TO BEAM) I i t IIt t FULL - _ = - = =r - i -- -- --- -- - - -- LENC -NTH 1/4 a RE: PLAN I I x + I i ii 1/4 LENGTH _ -_j ----- - - - - -- - II STEEL BEAM RE: PLAN STEEL BEAM PI RE: PLAN - -- ® - -- - -- _ _ t `� �� STEEL BRACE 8 1 I i 0 5/�" TOTAL 2 1/4 ��\ ��\ RE: BRACE \ _ J L - TYP. 28 I /4 ELEVATIONS TYP. i STEEL BEAM FULL RE: PLAN TYP. \_� I/4 LENGTH STEEL BEAM WITH STEEL BEAM RE: PLAN TYP. MINIMUM 56" W _ VERTICAL STFFENERS TOTAL WELD I/4 14 SECTION 20. STEEL COLUMN (/4 20 (14' EACH SIDE, 114 14 I/4 20 40" TOTAL EACH FAGS RE: PLAN SLOT BRAGS FOR STEEL PLATE TYP. I 1/2" i' -O" S EE C T I /� N 10 A15(:-, STEEL COLUMN SHEAR OF N f �/ I I SE CT I ON 1 RE: PLAN ERECTION BOLT TP. i V2" = I'_O" CONNECTION ii B Y EMBED PLATE 1' - O" I I12" NOTE: I 5 /5" PLATE TYP. - H55 6 L X3Xi /4 PRECAST GORE WAL SIMILAR 15 MIRROR IMAGE. CONTINUOUS TYP. RE: MANUFACTURER NOTE. 51MILAR 15 MIRROR IMA67E. i i FULL G i i I DETAI S 1 LENTH DETAIL FULL ii 3/4" = 1' -O" {/ LENGTH I I I I I 5/4" STEEL PLATE I/4 RE: PLAN / FULL LENGTH x I i I \ iIi STEEL BEAM -- / 11 i/4 t II RE: PLAN TYP. ` \ I dl STEEL BRAGS — SLOT BRACE FOR I i i STEEL PLATE I RE: BRACE PLATE ---- - - - - - ELD RE: PLAN II O MINIMUM 56" r Qo STEEL PLATE \ III ELEVATIONS TYP. 1/ TOTAL W 1/4 14 - - - - - -, _ __ - - - -_ _ 4�— (14" EACH S1DE) - - - I I RE: PLAN , II L 1/4 4 - - -- �� \ �' OF HSSAGE V4 14 - `� - -- 1 - -- - - - - -- - K PLAE I I \ \ ' T 56 TO 1/4 28 ` \ - -_ - -- - -_ - - � - - - -_ -- _ - - - - -- - II �' ' �� " TAL - - - - - -- _ --- -- - -- �' - -- =_ __ __ -- _ i � � .�'' 1/4 28 5/9>" PLATE \� STEEL PLATE ` AISG SHEAR RE: PLAN \ STEEL COLUMN �� 'L ` RE: PLAN I BASE PLATE ,i / �`\\ / CONNECTION TYP. I I FULL `� \ I/2" CONCRETE LENGTH i/4 �� STEEL BEAM /' 4 PLAN �\ RE : TYP SLAB ON 2" METAL 1/4 20 LENGTH 114 VAIL RESORTS OWNER /DEVELOPER DECK WITH W.W.F. I I I 40" TOTAL \\�� 1/4 1/4 SPANS PARALLEL ' I / ,� ,' (/4 20 STEEL PLATE FULL LENGTH �j I I / / �, 1 TO BEAM) TYP, t i ERECTION BOLT i I i \p: 52" TOTAL DEVELOPMENT RE: PLAN 1 1/2 5/16 2b " 1' -O" 5b" MIN NEL 5/16 2b �5ECTION 1& TOTAL WELD I/4 WP � i (� AVON COMPANY (14" EACH SIDE, i/4 COLORADO H 1 1/2" = 1' -0" STEEL STEEL BEAM EACH FAGS OF i I I ® > 55) TYP. ®I I® COLUMN RE: PLAN TYP. - -�- ®i y I - - ARCHrIECT OF RECORD RE: PLAN � I 5 F C- T I O N 2 1 STEEL BEAM FULL 3/4" 1' -O" I t 1 I RE: PLAN TYP. LENGTH it 1/4 - 1 STEEL BEAM I I RE: PLAN STEEL 114 FULL LENGTH III 0 FULL PLATE 1 4 I I STEEL \ � GE RE: BRAGS PLATE SLOT BRAGS FOR 25 5 /Ib RE BRA GE STEEL PLATE I 1/4 LENGTH RE: PLAN / / STEEL BRAGS RE: PLAN 50" TOTAL 25 5/16 i I i �`� ��\ ELEVATIONS TYP. FULL \ I / UI� ELEVATIONS TYP. Denver, Colorado LENGTH 1/4 STEEL PLATE MASIER PLANNER FULL �` I I ` RE: PLAN tl I/4 LENGTH `� i �� .' MINIMUM 60" �` & , STEEL BEAM TOTAL WELD � FULL R - -- � - E: PLAN TYP. -- if \\\ (15 EACH FACE " EACH 51DE, " 511reb HARTI HOWERTON { ( S GN AR CI' - - -- 11 `� `. �� LENGTH/ 1/4 ' \ O 'I, \ �\ 1" PLATE �v _� ,�/ n OF H55) i i I SLOT BRACE FOR NEW Yo NEW YORK 5TEEL COLUMN E 1 i � 1 V � 14( ; - STEEL PLATE TYP. / b � � � �� ` STEEL GOL'J� � I � t I \ - -- - -- RE: PLAN �}'L' � RE: PLAN J ERECTION t30L T iYR. STRVCTURALECrGSrE ]1 A" f € MONROE & NEWELL ENGINEERS, INC �/8" PLATE i ''''/i'' / \ \ \\ \ A VON, C CATOR, MEP ENGINE //' \ \ NOTE: DENVER, COLORADO 12 I �5 -BASE PLATE CO. SIMILAR IS MIRROR IMAGE, ALPINE ENGINEEfIING, INC. 1' -O" CIVIL ENGINEER FULL LENGTH FULL LENGTH i/4 � CO LORADO DETAiL 2 INTFMOR DEMGN FULL I/4 7 LENGTH / - --'— EREGTlON BOLT TYP, 3/4" I' - O" SLIDER DESIGNS 60" MINIMUM - - - -- -- BASE PLATE TOTAL WELD 5/16 EDWARDS, COLORADO (15" EACH SIDE, 5 /1b STEEL COLUMN RE: PLAN 5 C T I O N 1 EACH FAGS OF I i H55) TYP. r D E T A I� -1 MINIMUM E L E T I C N 22 1 1/2" 1' - 0" 1 TOTAL WELD � I f FULL 3!4" 1' -O" CIS" EACH SIDE, 5/16 15 11/2" i' -O" i ? 1/4 LENGTH OF HSSACE 5/16 15 -�/8" PLATE I it FULL 11 PLATE V4 X 6 - WELD BOTH 50" 5 /ib 25 --- ERECTION BOLT PROJECT NUMBER: 6250.00 LENGTH � in V TOTAL 4 3 SIDES OF PLATE 5/16 25 STEEL PLATE I/4 BEAM SLOT BRACE FOR RE = PLAN �" \ I SSUE REVISION D RE: PLAN TYP FULL STEEL STEEL PLATE _ - �_� -��_ . - -- _ � _ _ �. � _--_ _ _ �_ � � I t I I -_ - = -- _ _ _ _ _ - = 3" 3" - 1/4� - � LENGTH I I I IN. IN. A 15 SHEAR 001 SD 01.23.04 FULL STEEL PLATE - ___,_._ STEEL BEAM BASE PLATE I i I I CONNECTION TYP. LENGTH I/4 RE: PLAN 00 I , pc �� Q III �� 002 DD PROG. 1 04.12.04 : T P. 11 ` 4 1/2" CONCRETE - l i l ' ' I t I ' ' 003 DD PROG. 2 05.21.04 I ® SLAB ON 2" METAL i ! I ' I '� I I ''' ' STEEL BRACE DECK V41TH N,V4.F ® C� RE: BRACE ICI I t I . A -- _,� _ — i i 1 I 1 i P (AT SIMILAR DEK I ELEVATIONS TYP. 004 4 PRIC`1.NG PKG. 06.21.04 SANS PARALLEL 1 1 ' TO BEAM) TYP. _ 5TEEL COLUMN I I i i I , , 005 CD PROG. 1 01.14.05 ' RE: PLAN STEEL - - - - - - COLUMN i i fit RE: PLAN X 1 1 5TEEL PLATE W D B ELOTH \-- RE PLANTYP. 1 I 006 PERMIT /BID 02.15.05 - -- / - - - -- - RE: PLAN SIDES OF PLATE 1/4 3 I t WP I I 5 /Ib 26 52" TOTAL FULL ` II E BEAM N TYP. i t -STEEL COLUMN RE: PLAN I I I , i I -- - __� © I _ ____.___ ._ _ LENGTH 1/4 Ii \ 1 RE: PL I I 5/16 26 q1 _ FULL i I/4 LENGTH ® i I 1 t �I ii C - � / FULL � _ � � I � � 1 � 1 012 CD PROG. 2 05.27.05 i/4 (/ � LENTH DETAIL 0 STEEL BEAM I ,i 3/4" I' - O" RE: PLAN i 013 ADDENDUM 5 06.03.05 S TEEL PLATE 11 I V2" t' -O" iii i STEEL COLUMN RE: PLAN RE: PLAN - - NOTE:----- - - ---- ---- 51MILAR 15 MIRROR IMAGE. 1 PLATE i/4 X 1/ WELD BOTH !, 1/4 3 \ 5 iDE5 OF PLATE ` E � T I ON _2 3 ! 4 1/2" CONCRETE SLAB 1 t' -O" „ I (/4 LENGTH 017 CD PROG. 2R 07.01.05 �` � �� 3" 3 j i/2" FULL ON 2" METAL DECK i i/2" = I' -O" WITH W.Y1.F. TYP. N. 3/4 I O STEEL PLATE RE: PLAN - - I 5/8" PLATE FULL PRECAST GORE WALL i� 1 ® EREC B TION OLT LENGTH 1/4 FULL RE: MANUFACTURER �� ® i i ® 023 ADDENDUM 14 07.29.05 STEEL COLUMN SLOT BRACE FOR CONT I NUOU NUOU S - H55 /8 LEN 67TH 1/4 - EMBED PLATE ® STEEL PLATE - i� I RE: PLAN WITH I � WITH 1/2" BASE MINIMUM 5$" TOTAL it PLATE i 1 , 1/4_ I y I WELD (14" EACH SIDE STEEL PLATE H55 bX3X(14 i WELD BOTH t t 1/4 �� EACH FAGS OF HSra) RE: PLAN - CONTINUOUS TYP. I I 1 i SIDES OF PLATE 1/4 3 STEEL BEAM RE: PLAN 1/4 2a q 56" TOTAL 1/4 28 -STEEL BRACE RE: BRACE I r � � � e/ i ELEVATIONS D Ey.. I I I r - -- - - - - - -- 1 D - ------------------- 3/4" = 1' -0" i I i ,'' 4 1/2" GONGRETE SLAB ON ---------- - - - - -- I I I l 2" METAL DECK WITH W.W.F. B I I r it STEEL t 4 i I I I ,� ( PARALLEL R TO BEAM) TYP. A PLATE i i - - - - - -- i III d` PRO)6C.T RE: PLAN 1 / N � FULL ° I ° ° Q I ; { S TEEL BEAM PLATE 3/S X 10 WELD B OTH LENG KEYPLAN I I RE: PLAN TYP. 1/4 12 SIDE OF PLATE - I lid STEEL I4 i I i I/4 LENGTH i� 4 1/2" CONCRETE SLAB PLATE �! I I I ON 2" METAL DECK 12" 12" RE: PLAN / i , i t ' 1/4 LENGTH WITH W.W.P. TYP. IN. IN. N ° Q 0° I WP AB "C" TOTAL BRACE r PRECAST GORE WALL ®i A B RE: MANUFACTURER 11-01. �� j1.4 t p� ___5TEEL BEAM RE: PLAN SECTIONS 1 1/2" = 1' -O" I N I 1 1/2" i' -O NOTE: - - -_ -- STIFFENER EACH SIDE D BOTH SIMILAR 15 MIRROR IMAGE. OF BEAM U) FULL SIDES OF PLATE i/4 12 STEEL BEAM RE: PLAN p O LENGTH 114 & C T I O C ( 2 4 I �t z 1 1/2" = 1' -0" [D '�) 5 [:�) E T 4 1 L S7.1 t� co M r w N W 0 in 0 u� al a 0 U M RE: PLAN RE: PLAN TOP OF STEEL 0 TOP OF STEEL RE. PLAN TOP OF STEEL A e51 TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE m r RE: PLAN RE: PLAN TOP OF STEEL A TOP OF CONCRETE Q � � FRACE ` 2 CON CzRf D 10) Y3 Y4 A RE: PLAN TOP OF STEEL A TOP OF CONCRETE Gd TYP. 2 A 7 5'1.0 RE: PLAN TOP OF STEEL OI L 8188' -10 112" TOP OF STEEL E (NORT�4 OF GRID 1'C) A TOP OF CONCRETE V CON GRID 't'1,2) RE: PLAN RE: PLAN RE: PLAN i L RE: PLAN RE: PLAN TOP OF STEEL TYP. 4 57.q A TYP. 8168' -O" TOP OF CONCRETE LOWER BRACE OPF5ET OF UPPER BRACE 8153' -1 I " TOP OF CONCRETE r im-W O CON ARID Y8 YA,O) YH RE: PLAN IO SIM. d 31M. . 2 RE: PLAN Q 5 RE: PLA �� r q TOP OF STEEL I i A ' I 818 - I!" i TOP OF CONCRETE RE: PLAN CON GRID N.2) �,•�� Q RE. PLAN RE: PLAN �� RE: PLAN TOP OF ' � STEEL p < TYP. 1 �%� <11 \ I A 67.0 Agk Q Q S1gq' -10 1/2" �� RE: PLAN TOP OF t\ STEEL 2 TYP. 5 CON Ci$ RID 24, &) 8 TYP. 8igq' -10 1/2" TOP OF STEEL A 4i� 4 1 i RE: PLAN E: P _. 5 - 7.0 RE: PLAN r TOP OF /REAN z z Lij 2 8788- II OIL TOP OF CONCRETE q 5 - 7.0 5 ACE A -� CON GRID 5) i RE: P L RE: PLAN (WE5T OF CxRID 21.2) u RE: PLAN TYP. '( C 5 ?,O Blgq'_I" I TOP OF STEEL A A 8188' -11 " TOP OF CONCRETE 4 0 Q TYP. 1 2 5 - 1.0 RE: PLAN z TOP OF <�� STEEL i j lk 8lgg' -10 1/2" 16 TOP OF STEEL TYP. 3 0 TYP. I 2 S1.O RE: PLAN TOP OF STEEL 8188' -410 1/2" TOP OF STEEL CON GRID a) 2 TYP. / i \ s RE P TOP OF STEEL blg g' - I/2" TOP OF STEEL TYP. 2 S RE: PLAN I_ BRACE ELEVATIONS TRANSFER BEAM OUT OF PLANE 22 2� 0 i ! RE: PLAN (� RE: PLAN RE: PLAN I RE. PLAN RE: PLAN z Q d 't i RE: P RE: PLAN E3FRACE A 4 CON GRID 24.&) OWNMDEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHrIECT OF RECORD Denver, Colorado MASTER PLANTNEt & DESIGN ARCFWMCI' HART ( HOWERTON NEW YORK NEW YORK STR?YC'T_ rcAI F \TGNEER ONROE & NEWELL ENGE TIEERS, alC AVON, COLORADO MEP ENGI W-M CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGE\IM ALPINE ENGINEERING, INC. VAM COLORADO INTERIOR DESIGN SLLPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DXM 001 A 01.23.04 &15 DD PROG. 1 TOP OF 003 CONCRETE g TYP. 57.0 004 4i� 4 1 i RE: PLAN E: P _. 5 - 7.0 RE: PLAN r TOP OF /REAN z z Lij 2 8788- II OIL TOP OF CONCRETE q 5 - 7.0 5 ACE A -� CON GRID 5) i RE: P L RE: PLAN (WE5T OF CxRID 21.2) u RE: PLAN TYP. '( C 5 ?,O Blgq'_I" I TOP OF STEEL A A 8188' -11 " TOP OF CONCRETE 4 0 Q TYP. 1 2 5 - 1.0 RE: PLAN z TOP OF <�� STEEL i j lk 8lgg' -10 1/2" 16 TOP OF STEEL TYP. 3 0 TYP. I 2 S1.O RE: PLAN TOP OF STEEL 8188' -410 1/2" TOP OF STEEL CON GRID a) 2 TYP. / i \ s RE P TOP OF STEEL blg g' - I/2" TOP OF STEEL TYP. 2 S RE: PLAN I_ BRACE ELEVATIONS TRANSFER BEAM OUT OF PLANE 22 2� 0 i ! RE: PLAN (� RE: PLAN RE: PLAN I RE. PLAN RE: PLAN z Q d 't i RE: P RE: PLAN E3FRACE A 4 CON GRID 24.&) OWNMDEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHrIECT OF RECORD Denver, Colorado MASTER PLANTNEt & DESIGN ARCFWMCI' HART ( HOWERTON NEW YORK NEW YORK STR?YC'T_ rcAI F \TGNEER ONROE & NEWELL ENGE TIEERS, alC AVON, COLORADO MEP ENGI W-M CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGE\IM ALPINE ENGINEERING, INC. VAM COLORADO INTERIOR DESIGN SLLPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DXM 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.2 ! 005 CD PROD. 1 01.14.05 006 PERMIT /BID 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.0105 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C D B A exo�r N PROJECT KEYPIA.N RE: PLAN X 4" pLp�TE ~i R PLAN ` "'""'- A 8 Sim. 5'7.0 W TRANSFER BEAM OUT OF PLANE (EAST OF nf2ID 23) �3 RE: PLAN 57.2 BRACE 5- 4. GRID 11,e?) CON GRID G.9) E3fRACE A °1 CON GRID M.3) D saw. cwt Am 5 •� RE, PLAN .y GO W) 0 0 co 0 m 0 m 0 TYP. 57.0 RE: PLAN TOP OF STEEL 82t0' -10 1/2" TOP OF STEEL RES PLAN TOP OF STEEL RE: PLAN TOP OF STEEL 8168' -O" TOP OF CONCRETE A 8153' - 11 " TOP OF CONCRETE A� r � t r -12 (LUEST OF C-zRID 1'3) A2 1 i I � RE: PLAN RE: PLAN 8 5�.0 TOP OF 002 STEEL z CONCRETE 4 05.21.04 J PRICING PKG. 06.21.04 005 CD FROG, 1 01.14.05 006 8210' -10 1/2" 02.15.05 TOP OF t . STEEL 12 15TO E TYP. ( k .-\ RE: PLAN TOP OF STEEL OIL 8210' -10 1/2" TOP OF aTEEI 81�tG' -I I" TOP OF CONCRETE RE: PLAN 1Q� 11 i I RE: PLAN RE: PLAN f I RE: PLAN 57.0 RE: PLAN i (SOUTN OF GRID C) A RE : PLAN TRANSFER BEAM OUT OF PLANE RE: PLAN RE: P TOP OF STEEL TYP. 1 0 5�.0 TOP OF CONCRETE Q 8153' -11 " TOP OF CONCRETE 2 0 8 5�.0 8142' -I I " 002 TOP OF 04.12.04 CONCRETE 14 TYP. 5 RE. PLAN TOP OF STEEL RE: PLAN TOP OF STEEL 8165' -O" TOP OF CONCRETE I A 8153-11" RE: PLA r � TOP OF � CONCRETE E�fRACE 5 =10 Y� I RE: PLAN SIM. ram. Pi ar.� 15 F;�ACI 5 e (60UT4 -1 OF GRID YD) 1r' i (WEST OF Y� RE : RE: PLAN ( PLAN Y3 Q TYP. 2 5�I.0 8153' -II" � TOP OF CONCRETE Q 2 TYP. &142'-W . TOP OF CONCRETE TRANSFER BEAM OUT OF PLANE RE: PLAN (SOUTI4 OF czRiD `r'8) RE: PLAN F RE= P LAN TOP OF �~ STEEL A TOP OF CONCRETE Q TYP. 2 8142' -I I" TOP OF CONCRETE 0 TYP, 2 8126' -q" TOP OF STEEL YT L 5 F; � tON G RID 1'F) I RE: PLAN RE: PLAN TYP. � 57.0 RE: PLAN r RE: PLAN t i TOP OF STEEL Q TYP. 1 O 2 51.0 et68' - 6" r TOP OF t\ CONCRETE z J Q U1 A OIL 5153' -11" TOP OF CONCRETE 15 2 5 TOP OF CONCRETE z d J 1Z li 4 A �7 8127' -4 1/2" J SD 01.23.04 002 DD PROG. 1 04.12.04 003 14 TYP. 5 05.21.04 RE: PLAN PRICING PKG. 06.21.04 005 CD FROG, 1 01.14.05 006 PERMIT /BID 02.15.05 RE: PLAN RE: PLAN t t 6 57.1 RE: PLAN Y TOP OF STEEL TRANSFER BEAM OUT OF PLANE 5 FRA C E 5 c5 (EA5T OF GRID Y1) 'trC I gk RE: PLAN TOP OF STEEL 8168' -6" TOP OF CONCRETE Q2 IN 8153' -11" r TOP OF t CONCRETE z Q J tl W 0 TOP OF CONCRETE RE: PLAN r RE: PLAN r \� � 1 I RE: PLAN TOP OF STEEL TRANSFER BEAM OUT OF PLANE 12 Q 57.0 \\- 8127' -4 1/2" r (ON GRID 1'C) z 1 tZ 16 (t TYP, 57.0 5165 TOP OF CONCRETE 15 51 M. 51.0 1 r TYP. e ., 8153' -I I" TOP OF CONCRETE TYP. 8 57.0 i 8142' -11" TOP OF 5 CONCRETE RE: PLAN RE: PLAN RE: PLAN 5 FRA C.... E 5 CON GRID 10) Sim. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHPTECT OF RECORD Denver, Colorado MASTERPLANNER & DESIGN ARCHTT'ECT BART I HOWERTON NEW YORK, NEW YORK mU =17 \ ; r ENGINI M MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MF.P FNGD402RS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEM ALPINE ENGINEERING, LNG. VAIL, COLORADO INTERIOR DESIGN SLWER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG, 1 01.14.05 006 PERMIT /BID 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 i 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C TD B A N PROJECT KEYPLAN i BRACE ELEVATIONS 57.3 A YI Y2 C =2 ( SOUTa4 OF GRID E.4) c v, o� In 0 0 N io h 0 U) a 0 u� m Q O g D u RE: i PLAN RE: PLAN Q 5 - 2 57.61 RE: PLAN TOP OF f 4 STEEL J a < 577. 8210' -10 1/2" Q, TOP OF STEEL PLA E. �1 CON GRID 20) .22 RE: PLAN TYP. l 5`T.O RE: PLAN RE: PLAN " I Z TOP OF Q t ` / A (E� STEEL C a 8210' -10 1/2" RE: PLAN uj to TOP OF STEEL '� 2 7 O 55 C50UTN OF GRID F.9) E.2 RE: PLAN RE: PLAN 0 5 2 5.61 RE. PLAN TOP OF STEEL A 81gg' -11" TOP OF GONG BETE D CON GR(D 23) Q TYP. i 2 51.0 8210-10 i/2'' TOP OF STEEL 81 a af' -10 1/2" TOP OF STEEL TRANSFER SEAM OUT OF PLANE i RE: PLAN RE: PLAN TYP, t 57.0 RE: PLAN TOP OF M RE: PLAN RE: PLAN STEEL Q r� x 4 Q�ATE /�„ 4 DZ 81C1g' -10 1/2" RE: PLAN t TOP OF STEEL 2 4 TRANSFER BEAM OUT OF PLANE 51.0 5 . cEE C: -1& (NORTNE,46T OF CzRID X3) C i RE: PLAN TYP. 5 8lgg' - ll" , RE: PLAN TOP OF CONCRETE 0 2 57.0 01.23.04 RE: PLAN DD PROG. 1 TOP OF 1 SIM. TOP OF Q 8210' CONCRETE t ?>=. PI dU 0 5 2 5'7. RE: PLAN TOP OF STEEL A f>lgq 10 1/2" TOP OF STEEL 14 C ID (50UTN OF GRID F.9) i RE: PLAN I. RE: PLAN F:�A C, E ED CON GRID 24) z J Q W 1� l • - r .22 i RE: PLAN RE: PLAN Z ` ATE 7/ q" >G 4 RE: PLAN f ` 3 TYP. 5 ?.O 5F D CSOUTN OF GRID G.9) Q J a W RE: PLAN Te RE: � 11 F AN 3 5'1.0 C Q TYP. 2 A A RE: PLAN RE: PLAN TOP OF STEEL TYP. 57.0 RE: PLAN RE: PLAN TOP OF t � STEEL Q �.H$S 2X�X� /4 \ ��y 2X�x \la z 2 14 v Q x SI�iG' -10 1/2" RE: PLAN RE: PLAN TOP OF STEEL 8 TYP. i TYP. 5 �•O 5"1.0 =14 (U,)EST OF rzRID 2) t TYP. i -;o 57.0 RE- PLAN TOP OF d t� STEEL 8210' --10 1/2" Lu TOP OF t ` STEEL TYP. 3 (50UTi4 OF GRID E.2) A i 1 RE: PLAN RE: PLAN TYP, i RE: PLAN ' . RE: PLAN TOP OF `� SATE. 1/4" X 4" 1,L.ATE 1 /4„ X STEEL RE: PLAN t � TOP OF STEEL 3 TYP. TRANSFER BEAM OUT OF PLANE fR ,44 C E D ... 2_ CON GiR(D 11.95) 0 s ; RE: PLAN OIL RE: PLAN ' TOP O STEEL 81gg' -I TOP O STEEL TRANSFER OUT OF PL1-. try !m- ♦ �� L Imo► t � RE: PLAN TYP. 1 5 - 7.0 RE: PLAN . RE: PLAN TOP OF t \ S /`Z X Lp(� \ /�„ 7C STEEL z / z Ak, Sig�i' -IO 1/2" �' RE: PLAN i TOP OF t .` STEEL TYP. 2 5 z d a W TRANSFER BEAM OUT OF PLANE (E,45T OF GRID 6) 3 i RE: PLAN I, z Q a L Q J Q W A tY 8188' - I 1 " TOP OF CONCRETE TYP. RE: PLAN TOP OF STEEL L OL- TYP. 1 OIL 5'7.0 RE: PLAN TOP OF STEEL A dk 81gg' -10 1/; TOP OF STEEL TYP. 5fiz;:�ACE C =12 (WEST OF GRID - 1) 0 5 2 57.61 RE: PLAN - t TOP OF STEEL H C� E RE. PLAN -- - RE: PLAN eFR,4C E C =10 (U)EST OF GRID 4) CON C fRID J) RE: PLAN t?�. Fit AtJ E s RE: PLAN RE: PLAN TYP. t 5 ?.O RE: PLAN RE: PLAN S TE OF f'�A 1/61 • x 4" PL pTE 1/ TYP. 01.23.04 RE: PLAN DD PROG. 1 TOP OF 1 SIM. STEEL Q 8210' -10 1/2" W TOP OF STEEL 005 TRANSFER BEAM 01.14.05 OUT OF PLANE 1� l • - r .22 i RE: PLAN RE: PLAN Z ` ATE 7/ q" >G 4 RE: PLAN f ` 3 TYP. 5 ?.O 5F D CSOUTN OF GRID G.9) Q J a W RE: PLAN Te RE: � 11 F AN 3 5'1.0 C Q TYP. 2 A A RE: PLAN RE: PLAN TOP OF STEEL TYP. 57.0 RE: PLAN RE: PLAN TOP OF t � STEEL Q �.H$S 2X�X� /4 \ ��y 2X�x \la z 2 14 v Q x SI�iG' -10 1/2" RE: PLAN RE: PLAN TOP OF STEEL 8 TYP. i TYP. 5 �•O 5"1.0 =14 (U,)EST OF rzRID 2) t TYP. i -;o 57.0 RE- PLAN TOP OF d t� STEEL 8210' --10 1/2" Lu TOP OF t ` STEEL TYP. 3 (50UTi4 OF GRID E.2) A i 1 RE: PLAN RE: PLAN TYP, i RE: PLAN ' . RE: PLAN TOP OF `� SATE. 1/4" X 4" 1,L.ATE 1 /4„ X STEEL RE: PLAN t � TOP OF STEEL 3 TYP. TRANSFER BEAM OUT OF PLANE fR ,44 C E D ... 2_ CON GiR(D 11.95) 0 s ; RE: PLAN OIL RE: PLAN ' TOP O STEEL 81gg' -I TOP O STEEL TRANSFER OUT OF PL1-. try !m- ♦ �� L Imo► t � RE: PLAN TYP. 1 5 - 7.0 RE: PLAN . RE: PLAN TOP OF t \ S /`Z X Lp(� \ /�„ 7C STEEL z / z Ak, Sig�i' -IO 1/2" �' RE: PLAN i TOP OF t .` STEEL TYP. 2 5 z d a W TRANSFER BEAM OUT OF PLANE (E,45T OF GRID 6) 3 i RE: PLAN I, z Q a L Q J Q W A tY 8188' - I 1 " TOP OF CONCRETE TYP. RE: PLAN TOP OF STEEL L OL- TYP. 1 OIL 5'7.0 RE: PLAN TOP OF STEEL A dk 81gg' -10 1/; TOP OF STEEL TYP. 5fiz;:�ACE C =12 (WEST OF GRID - 1) 0 5 2 57.61 RE: PLAN - t TOP OF STEEL H C� E RE. PLAN -- - RE: PLAN eFR,4C E C =10 (U)EST OF GRID 4) CON C fRID J) RE: PLAN t?�. Fit AtJ E s RE: PLAN RE: PLAN TYP. t 5 ?.O RE: PLAN RE: PLAN S TE OF f'�A 1/61 • x 4" PL pTE 1/ RE: PLAN 5FRAC 4 (WEST OF GRID 12) TYP. 7 5 . 7.0 8210' -10 1/2" TOP OF STEEL Q TYP. 2 2 t\ ' 5"1.0 RE: PLAN TOP OF STEEL TRANSFER BEAM OUT OF PLANE RE. PLAN RE: PLAN z a W I _ RE: PLAN RE: PLAN (50UTH OF GRID F) TYP, RE: PLAN TOP OF STEEL 4 A 81gg' -10 1/2" TOP OF STEEL A TOP OF CONCRETE 12 7 i � I 3 i I I i I 1 54M. S - 7.O Y` I i j � f i CON GRID J) Q TYP, 2 RE: PLAN TOP OF STEEL RE: PLAN QF, PI AU RE: PLAN TOP OF STEEL F An 0 V CE,45T OF GRID 4) A c _ RE: PLAN i y^ RE: PLAN z Q a oz OWNER/DEVELOPER VATL RESORT'S DEVE � ENT COlvl..r .l� AVON, COLORADO ARCFIITECT OF RECORD MEN Denver, Colorado MASTER PLANNER & DESIGN ARCFIfrECT HART I HOWERTON NEW YORK, NEW YORK S MUCTUR.AJ. RNC-TN MONRG;~ & NEW.EIL ENGP,7EFd2S, D�Tc AVON, COLORADO MEP ENGINEERS CATOR, PUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGUgEER ALPINE ENGINEERING, INC. VAR, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUM3EX 6250.00 ISSUE REVISION DA'L'E 001 d 01.23.04 002 DD PROG. 1 04.12.04 003 d 05.21.04 004 W 36.21.04 i 005 4Y 01.14.05 8210' -10 1 /2" PERMrf /BID 02.15.05 TOP OF t ` STEEL TRANSFER BEAM OUT OF PLANE 3 TYP. 57.0 RE: PLAN 5FRAC 4 (WEST OF GRID 12) TYP. 7 5 . 7.0 8210' -10 1/2" TOP OF STEEL Q TYP. 2 2 t\ ' 5"1.0 RE: PLAN TOP OF STEEL TRANSFER BEAM OUT OF PLANE RE. PLAN RE: PLAN z a W I _ RE: PLAN RE: PLAN (50UTH OF GRID F) TYP, RE: PLAN TOP OF STEEL 4 A 81gg' -10 1/2" TOP OF STEEL A TOP OF CONCRETE 12 7 i � I 3 i I I i I 1 54M. S - 7.O Y` I i j � f i CON GRID J) Q TYP, 2 RE: PLAN TOP OF STEEL RE: PLAN QF, PI AU RE: PLAN TOP OF STEEL F An 0 V CE,45T OF GRID 4) A c _ RE: PLAN i y^ RE: PLAN z Q a oz OWNER/DEVELOPER VATL RESORT'S DEVE � ENT COlvl..r .l� AVON, COLORADO ARCFIITECT OF RECORD MEN Denver, Colorado MASTER PLANNER & DESIGN ARCFIfrECT HART I HOWERTON NEW YORK, NEW YORK S MUCTUR.AJ. RNC-TN MONRG;~ & NEW.EIL ENGP,7EFd2S, D�Tc AVON, COLORADO MEP ENGINEERS CATOR, PUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGUgEER ALPINE ENGINEERING, INC. VAR, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUM3EX 6250.00 ISSUE REVISION DA'L'E 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 36.21.04 i 005 CD PROG. 1 01.14.05 006 PERMrf /BID 02.15.05 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C Dj PROJECT KEYPLAN BRACE ELEVATIONS RE: PLAN i m Ln 0 0 N r. 0 r 0 N m 0 TYP. A 8 TOP OF CONCRE TYP, f i0 A 57.0 81 1 7' -II" TOP OF CONCRETE 0 Stbb' -1 i " TOP OF CONCRETE TYP. ! Sf55' -il" TOP OF CONCRE TRANSFER BEAM OUT OF PLANE TYP. 5 57 TOP OF CONCRETE TYP. 6 57.0 8142' -1I" � TOP OF CONC RETE 8136 ' -q1 TOP OF CONCRETE A A 2 8155' -I1" OIL TOP OF CONCRETE A 2 OIL 8142' -11 " TOP OF CONCRETE RE: PLAN RE: PLAN 5fRAC`�E D =2 CON GRID G_e) A TOP OF CONCRETE e z Q J IL TOP OF CONCRETE 0 TYP. / I l RE: PLAN RE: PLAN � 10 z Q IL W D' A TY 2 8177' - TOP C CON(:,: A 816b'- TOP C CONC'. SIM. /1\ 8155 `- TOP C CONC' TRANSFER OUT OF PL/ (WEST OF GRID 253) 22 23 RE ° PLAN TYP. 2 A 1 57 .0 ,Ilk RE: PLAN TOP OF CONCRETE TYP. 2 2 S7 .O d k 8188' -11 TOP OF CONCRETE TYP. - 7 A 57.0 TOP C GONG CON GRID F.1) RE: PLAN RE: PLAN (NORTH OF GRID J.2) D A RE: PLAN 5'1.0 8210' -10 TOP OF STEEL TYP. 10 57. 2 0 0 SIGG' -11" { TOP OF CONCRETE 0 TOP OF CONCRETE TOP OF CONCRETE z Q U.! A ' dk e' loo -11" TOP OF CONCRETE A 15 2 57.0 8155' -11 " TOP OF CONCRETE 0 2 8142' -i!" TOP OF CONCRETE A 4 2 57.1 RE: PLAN S/ TOP OF / GONGRETE I RE: PLAN TYP. i 2 57.0 819G' -1 I " OIL TOP OF CONCRETE TYP. e A TOP OF CONCRETE v CON GRID G. Fa A TYP. 3 A 5-7 fi 57.0 OL 51M. / TOP OF STEEL A_ 8l�foi' -f l " TOP OF CONCRETE "A z Q LU 15 SIM. 57.0 i RE: P L A N RE: PLAN 11 RE: PLAN i _ RE: PLAN RE: PLAN SD TOP OF 002 STEEL 2 003 t 57.1 RE: PLAN 004 TYP. 14 57 .0 06.21.04 i STEEL RE: PLAN I L \ 006 81gG' -II" I 02.15.05 TOP OF , CONCRETE RE: PLAN 012 CD FROG_ 2 05.27.05 013 ADDENDUM 5 06.03.05 RE: PLAN ti ��lk 017 CD PROG. 2R 07.01.05 RE: PLAN 023 ADDENDUM 14 07.29.05 RE: PLAN b 5 RE: PLAN i 6 57.1 RE: PLAN S/ TOP OF / GONGRETE I RE: PLAN TYP. i 2 57.0 819G' -1 I " OIL TOP OF CONCRETE TYP. e A TOP OF CONCRETE v CON GRID G. Fa A TYP. 3 A 5-7 fi 57.0 OL 51M. / TOP OF STEEL A_ 8l�foi' -f l " TOP OF CONCRETE "A z Q LU 15 SIM. 57.0 i RE: P L A N RE: PLAN 11 RE: PLAN i _ RE: PLAN RE: PLAN SD TOP OF 002 STEEL 2 003 t 57.1 RE: PLAN 004 TOP OF 06.21.04 i STEEL CD PROG. 1 I L \ 006 81gG' -II" I 02.15.05 TOP OF , CONCRETE (NORTH OF GRID C) i SIM. 57.1 i 5 57.1 `_ TRAN5FER BEAM OUT OF PLANE 21 21 RE: PLAN T"r P. 7 57.0 8210 -10 I/2 " TOP OF STEEL I A 81GG' -II" I TOP OF CONCRETE RE- PLAN RE: PLAN 22 RE. PLAN 9 TYP. 5 (50UTH OF GRID E.2) RE: PLAN RE: PLAN 5 RE: PLAN 2 TOP OF- STEEL 5 SIM. 57 °a 8 5 Alk 81gG' -II" RE: PLAN TOP OF CONCRETE 5 RE: PLAN TOP OF STEEL ys S I S i 4 3- x'3 I5 5-7.0 +� -st 5-7.0 8188' -11" RE: PLAN TOP OF / CONCRETE A i OIL 57.1 TOP OF CONCRETE A 8166' -I i" TOP OF CONCRETE 2 2 57.► 8155' -II" TOP OF CONCRETE 3 A 57.1 OIL TOP OF CONCRETE SIM. 51M. z Q Q i SIM. W 57.1 / CON GRID 23) SIM. SIM. OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHnECT OF RECORD Denver, Colorado MASTER PLANNER & DESIGN ARCHITECT HART I HOWERTON NEW YORK, NI i STRUCTU$A I_C NGIN� 71 m MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC NAIL, COLORADO INTERIOR DESIGN SLTFER DESIGNS EDWARDS,COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.2104 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICRJG PKG. 06.21.04 i 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 012 CD FROG_ 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C B A PR N PROJECT KEYPLAN BRACE ELEVATIONS S'7.5 5FZ�ACE D-21 IN 57.G A f5f;;;�ACE -11 C501-ITH OF GRID G. ) CON GRID F.1) (WEST OF GRID 19) In 00 O c * 1 Q) 40 O Im 0 2ND LEVEL x 130 ' - 15T LEVEL EVEL I 'EVEL 2 T &AFZA<Ff= L EVEL I e>100 C-AF- LEVEL 2 C-ARA&F- LEVEL 2 q 2 5'-213/16" Orb" = 1'-0" 2 p " NORTH k4AL 003 I — -4 3/ &' 8,' 1,8>11 2'-4 5116 5'-2 3/1 to 1 O.l 005 11, 10 0 lot. 10.1 &�&K E. T 4.2r- N to &.&K E. 5,5 H N ORTH WA LL dJ a l-A ADDENDUM 5 06-03-05 T 1K E= t T CD PROG, 2R E c F- Lu -50U�H ul 07.29-05 O i w 5TAIR - 1 I L-1 SOUTH (r-zAFRACzE LEVEL 2) O = l'-O" WALL ........... .... . .... .. . ... 7 &TAIR - 1 CORE STAIR - 1 CORE 5TA I fR - 1 CORE 5TAIR - 1 CORE EAST WALL NORTH WALL WEST WALL &QUTf4 WALL 2ND LEVEL x 130 ' - 15T LEVEL EVEL I 'EVEL 2 T &AFZA<Ff= L EVEL I e>100 C-AF- LEVEL 2 C-ARA&F- LEVEL 2 5T,AfR 5 CORE FLAN 1/16" = P-O" 2 5'-2 15/14b" 2'-q 3/16" 10" 1 0" NV 11, O IL �Z L O < U-1 WALL STAIR - 1 C0 FLAN (LEVEL 2 IF0 (SAfRAr-zE LEVEL 1) Orb" = 1'-0" (12 NORTH k4AL 003 I — C) Q Ur 10 1, PRICING PKG. 5/16" 005 5 1/4 01.14.05 006 PERMIT /BID t� opTH to H N ORTH WA LL dJ a l-A ADDENDUM 5 06-03-05 T 017 CD PROG, 2R 07-01.05 F- Lu -50U�H ul 07.29-05 O i w 5TAIR - 1 I L-1 SOUTH (r-zAFRACzE LEVEL 2) O = l'-O" WALL 5T,AfR 5 CORE FLAN 1/16" = P-O" 2 5'-2 15/14b" 2'-q 3/16" 10" 1 0" NV 11, O IL �Z L O < U-1 WALL STAIR - 1 C0 FLAN (LEVEL 2 IF0 (SAfRAr-zE LEVEL 1) Orb" = 1'-0" DD PROG. 1 NORTH k4AL 003 I — C) Q Ur 5I 1311ro"- PRICING PKG. 5/16" 005 CD PROG. 1 01.14.05 006 PERMIT /BID t� opTH WA CD PROG. 2 dJ 013 ADDENDUM 5 06-03-05 T 017 CD PROG, 2R 07-01.05 Lu Lu -50U�H ADDENDUM 14 07.29-05 O P14AL L 5TAIR - 1 CQfRE FL AN (r-zAFRACzE LEVEL 2) 1/16" = l'-O" (9 00 4 0 R lo t, -0 .. W5" lot, 0 5" 5" I 10 .1 1' lo ll 2'-q 5116" lol� 01 15 1 -3 if/hb" e0 1 ORTH WALL in 1 F- 00 < w LU:K J f; 15OUTH 10-4AL-1-1 0 STAIR I CORE FLAN JA&II = 11-01 =-VEl I 'EVEL 2 SOUTH "ALL 5TA1 fR 2 CORE PLAN 1/16" = 11-011 EVEL I EVEL 2 NOTE: ALL "ALL ELEVATIONS ARE \ /I EJ^15 FROM THE OUT51DE I. SD 01.2104 002 DD PROG. 1 NORTH k4AL 003 I — C) Q Ur t�t� PRICING PKG. 0621-04 005 OWNER/DEVEWPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT Of' RECORD Emsm Denver, Colorado ], S PLANNER DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK STRUCTUMAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO ME P ENGINEERS CATOP, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL F-NGR41M ALPINE ENGINEF11ING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS. COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.2104 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 0621-04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 012 CD PROG. 2 05.2 7.05 013 ADDENDUM 5 06-03-05 017 CD PROG, 2R 07-01.05 023 ADDENDUM 14 07.29-05 L -j- — c jD B MQJBcr N PROJECT KEYPIAN CORE WALL ELEVATIONS 5T,41 FR 5 CORE STAIR 5 CORE STAIR F;l CORE 6T,41f;R E-> CORE E,45T WALL NORTH WALL LQE5T WALL 5OUTH WALL STAIR 1 CORE ST,41R 1 GORE 5TA1R 1 CORE e>TA11R I CORE F=,45T WALL NORTH WALL WEST WALL SOUTH WALL I I I I STAIR 2 CORE STAIfR 2 GORE STAIR 2 GORE STAIP, 2 CORE EAST WALL NORTH WALL WEST WALL 5OUT" WALL cd , n U) C) O ao W ca 0 &211'-4" p F.1ci 21 20 F.cf 20 21 1 51-611 4'-8" 7' -10" L,�r 2'-10" 101. 3^ - T-10" 10 10.1 2' - !O" - 1, l /8" 10.1 10" 10.1 � - � , w � u, 1 10 P-2 / U, , 1IORTHq 40 �O OL 8214 "ALL It l< N IK W IK W - IK �Iq _/ T ROOF LEVEL IK N IK N e�.&< qK IN UJT ROOF LEVEL to SOUTH WALL LO O 56-4K N 52.IK N 26.3K N 32.3< N - ---------------------- 4 -- 7TH 1 L 15.1K kq 56.5K 40.4K W 2e5.i8>K Pq ------- I --------- ELEVATOR 6TH LEVEL CORE FLAN (ROOF LEVEL TO 5qK N 255K Vq LEVEL2) - 7a'-O" 20. k-4 1415< N ------------ e�l T 5TH LEV 3 k4 14.4K N 20.4K - P-O" 4TH LEVEL 46K N i i I N 25.4K ks! 3cl.-3K u'-10- 0 -4 -------------- T 3RD LEVEL 7 NOFZT WA f -10 ill. (INTERIOR KALL) 16.4K N 34.&< M. 0' 2MP LEVEL SOUTH WALL (EXTERIOR fl: WALL) 0.5< VA 0.5K N O-5K N - 0.5< N -------------- 8>12e,> to T 1ST LEVEL ELEVATOR a AND (B CORE EL AN t OARAOE LEVEL I (LEVEL2 TO CzARAGE LEVEL2� 1/16. 1 , - 0 ,, .... . ..... . ..... .......... TOAFZ LEVEL 2 A 7 ELEVATOR 0 ELEVATOR a ELEVATOR a ELEVATOR 0 AND S CORE AND 'E) CORE AND 'D CORE AND 9 CORE EAST WALL, NORTH WALL WEST WALL 50UTI-4 WALL If 10 ,1 1 9 .. .._.__ J . --- ------- q. H OK ], ................... 0 . ..... 05K N ---------- OSK N ELEVATOR 10 CQFRE LUEST W,4LL 10 1, 10" L�,7' - 10 -- 22'-& 5/4 28,2K F 2.5 K N ................... 30.5r- E kq C1.5K E 12.2K 1^4 , 6.2< E 4.8K E '7.IK 1^4 ------------- - 2.CIK E q.4K N 2.OK I- ----------------- 0.5K E 0-5< v4 O.5K E 5 0K N ------------- r - ELEVATOR 10 CORE SOUTH WALL ROOF LEVEL 9>200 7TH LEVEL e>0cil-o" - 6TH LEVEL 81 e,> 5TH LEVEL 81671-011 4TH LEVEL T 3R17 LEVEL � 8145'-O" I T 2ND LEVEL T2Nr,> LEVEL J, 8I28' -O" 1ST LEVEL GARAGE LEVEL I 46 NORTHIJ WALL Q m SOUTH WALL cfl ELEVATOR CORE FLAN 2 I/W = 1'-0" II loll 3/4" 7 NORTT = (3 WALL SOUTH WALL ELEVATOR 10 CORE PLAN I/Lb" = P-O" 'LNOO - GARAGE LEVEL 2 5TAIR 0 CC)FPE NORTHEAST WALL U T 1 3/8 ELEVATOR I CORE EAS Q 2 5TAIR a CORE NQRTH4WEST LUALL 0" ELEVATOR I CORE NIOF'TH WALL q - - - - .".. EJAIR 0 CORE eOUTHLUE WALL T U 10 5/& 4?fl ELEVATOR I CORE &TAIR: a CORE 5QUTHEA6T WALL ELEVATOR I CORE DEL I EVEL I uj g < Lu fV I - S - 0-y-TH = P7 WALL EVEL 2 ELEVATOR I CORE PLAN 1/16" = 1'-0" C ,p _T "\LL < UTH LL EVEL I ELEVATOR 3 CORE PLAN 1/16" = P-O" EVEL 2 I :VEL I :VEL 2 NCO,, Ile 4�'11 -,0*0 STAIR 0 CORE ELAN Illro" = 1'-0" Ni�t,a1LL m0 NORT - - L L _j J, ul- N.2 50L)TH WALL ELEVATOR 4 AND 5 CORE FLAN I/I&I = I NCgf ALL WALL FLEVATION5 ARE VIEH5 FROM THE OUT51DE I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHM Cr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEWYORK STRLICTUP A L mONROE & NEWELL ENGDmm-Rs, 1 AVON, COLORADO AMP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEM ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLI1 EDWARDS, COLORADO PROJECT NUMBER:- 6250.00 ISSUE REVISION DA'L'E 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 0521-04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15,05 012 CD PROG. 2 05-27-05 013 ADDENDUM 5 06.0105 017 CD PROG. 2R 07,01.05 023 ADDENDUM 14 07.29.05 C '4 PROS= N PROJECT KEYPLAN CORE WALL ELEVATIONS S7.7 ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR? 3 CORE EA5T WALL NORTH WALL WEST W,4LL 6OUT" WALL ( 9 G 8 ( 9 - � - , 203 -1 rc> C.;UF-<t= ELEVATOR & CORE ELEVATOR & CORE ELEVATOR & CORE EAST WALL NQR`Tw4 UUALL WEST WALL SOUTH WALL ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 AND 5 CORE AND 5 GORE AND 5 CORE AND 5 CORE EAST WALL NORTH W,4LL WEST WALL SOUTH W,4LL Ir In 2 1.3 K N I n I *1 1 30.IK E 5.4K W 1 10.4< E f 1.5< 50K E T4K 1 5.1b< E 2.81< F ------------------ 2.q< E 2.IK F- --------------- OK E 0.5K E Et=7. ELEVATOR: 10 CORE ELEVATOR 10 CORE EAST WALL NORTH WALL .. .._.__ J . --- ------- q. H OK ], ................... 0 . ..... 05K N ---------- OSK N ELEVATOR 10 CQFRE LUEST W,4LL 10 1, 10" L�,7' - 10 -- 22'-& 5/4 28,2K F 2.5 K N ................... 30.5r- E kq C1.5K E 12.2K 1^4 , 6.2< E 4.8K E '7.IK 1^4 ------------- - 2.CIK E q.4K N 2.OK I- ----------------- 0.5K E 0-5< v4 O.5K E 5 0K N ------------- r - ELEVATOR 10 CORE SOUTH WALL ROOF LEVEL 9>200 7TH LEVEL e>0cil-o" - 6TH LEVEL 81 e,> 5TH LEVEL 81671-011 4TH LEVEL T 3R17 LEVEL � 8145'-O" I T 2ND LEVEL T2Nr,> LEVEL J, 8I28' -O" 1ST LEVEL GARAGE LEVEL I 46 NORTHIJ WALL Q m SOUTH WALL cfl ELEVATOR CORE FLAN 2 I/W = 1'-0" II loll 3/4" 7 NORTT = (3 WALL SOUTH WALL ELEVATOR 10 CORE PLAN I/Lb" = P-O" 'LNOO - GARAGE LEVEL 2 5TAIR 0 CC)FPE NORTHEAST WALL U T 1 3/8 ELEVATOR I CORE EAS Q 2 5TAIR a CORE NQRTH4WEST LUALL 0" ELEVATOR I CORE NIOF'TH WALL q - - - - .".. EJAIR 0 CORE eOUTHLUE WALL T U 10 5/& 4?fl ELEVATOR I CORE &TAIR: a CORE 5QUTHEA6T WALL ELEVATOR I CORE DEL I EVEL I uj g < Lu fV I - S - 0-y-TH = P7 WALL EVEL 2 ELEVATOR I CORE PLAN 1/16" = 1'-0" C ,p _T "\LL < UTH LL EVEL I ELEVATOR 3 CORE PLAN 1/16" = P-O" EVEL 2 I :VEL I :VEL 2 NCO,, Ile 4�'11 -,0*0 STAIR 0 CORE ELAN Illro" = 1'-0" Ni�t,a1LL m0 NORT - - L L _j J, ul- N.2 50L)TH WALL ELEVATOR 4 AND 5 CORE FLAN I/I&I = I NCgf ALL WALL FLEVATION5 ARE VIEH5 FROM THE OUT51DE I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHM Cr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEWYORK STRLICTUP A L mONROE & NEWELL ENGDmm-Rs, 1 AVON, COLORADO AMP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEM ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLI1 EDWARDS, COLORADO PROJECT NUMBER:- 6250.00 ISSUE REVISION DA'L'E 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 0521-04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15,05 012 CD PROG. 2 05-27-05 013 ADDENDUM 5 06.0105 017 CD PROG. 2R 07,01.05 023 ADDENDUM 14 07.29.05 C '4 PROS= N PROJECT KEYPLAN CORE WALL ELEVATIONS S7.7 ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR? 3 CORE EA5T WALL NORTH WALL WEST W,4LL 6OUT" WALL ( 9 G 8 ( 9 - � - , 203 -1 rc> C.;UF-<t= ELEVATOR & CORE ELEVATOR & CORE ELEVATOR & CORE EAST WALL NQR`Tw4 UUALL WEST WALL SOUTH WALL ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 AND 5 CORE AND 5 GORE AND 5 CORE AND 5 CORE EAST WALL NORTH W,4LL WEST WALL SOUTH W,4LL In 2 1.3 K N I n I 5.4K W 1 12.bK 1, 1.5< T4K 1 10 1, 10" L�,7' - 10 -- 22'-& 5/4 28,2K F 2.5 K N ................... 30.5r- E kq C1.5K E 12.2K 1^4 , 6.2< E 4.8K E '7.IK 1^4 ------------- - 2.CIK E q.4K N 2.OK I- ----------------- 0.5K E 0-5< v4 O.5K E 5 0K N ------------- r - ELEVATOR 10 CORE SOUTH WALL ROOF LEVEL 9>200 7TH LEVEL e>0cil-o" - 6TH LEVEL 81 e,> 5TH LEVEL 81671-011 4TH LEVEL T 3R17 LEVEL � 8145'-O" I T 2ND LEVEL T2Nr,> LEVEL J, 8I28' -O" 1ST LEVEL GARAGE LEVEL I 46 NORTHIJ WALL Q m SOUTH WALL cfl ELEVATOR CORE FLAN 2 I/W = 1'-0" II loll 3/4" 7 NORTT = (3 WALL SOUTH WALL ELEVATOR 10 CORE PLAN I/Lb" = P-O" 'LNOO - GARAGE LEVEL 2 5TAIR 0 CC)FPE NORTHEAST WALL U T 1 3/8 ELEVATOR I CORE EAS Q 2 5TAIR a CORE NQRTH4WEST LUALL 0" ELEVATOR I CORE NIOF'TH WALL q - - - - .".. EJAIR 0 CORE eOUTHLUE WALL T U 10 5/& 4?fl ELEVATOR I CORE &TAIR: a CORE 5QUTHEA6T WALL ELEVATOR I CORE DEL I EVEL I uj g < Lu fV I - S - 0-y-TH = P7 WALL EVEL 2 ELEVATOR I CORE PLAN 1/16" = 1'-0" C ,p _T "\LL < UTH LL EVEL I ELEVATOR 3 CORE PLAN 1/16" = P-O" EVEL 2 I :VEL I :VEL 2 NCO,, Ile 4�'11 -,0*0 STAIR 0 CORE ELAN Illro" = 1'-0" Ni�t,a1LL m0 NORT - - L L _j J, ul- N.2 50L)TH WALL ELEVATOR 4 AND 5 CORE FLAN I/I&I = I NCgf ALL WALL FLEVATION5 ARE VIEH5 FROM THE OUT51DE I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHM Cr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEWYORK STRLICTUP A L mONROE & NEWELL ENGDmm-Rs, 1 AVON, COLORADO AMP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEM ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLI1 EDWARDS, COLORADO PROJECT NUMBER:- 6250.00 ISSUE REVISION DA'L'E 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 0521-04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15,05 012 CD PROG. 2 05-27-05 013 ADDENDUM 5 06.0105 017 CD PROG. 2R 07,01.05 023 ADDENDUM 14 07.29.05 C '4 PROS= N PROJECT KEYPLAN CORE WALL ELEVATIONS S7.7 ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR? 3 CORE EA5T WALL NORTH WALL WEST W,4LL 6OUT" WALL ( 9 G 8 ( 9 - � - , 203 -1 rc> C.;UF-<t= ELEVATOR & CORE ELEVATOR & CORE ELEVATOR & CORE EAST WALL NQR`Tw4 UUALL WEST WALL SOUTH WALL ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 AND 5 CORE AND 5 GORE AND 5 CORE AND 5 CORE EAST WALL NORTH W,4LL WEST WALL SOUTH W,4LL ROOF LEVEL 9>200 7TH LEVEL e>0cil-o" - 6TH LEVEL 81 e,> 5TH LEVEL 81671-011 4TH LEVEL T 3R17 LEVEL � 8145'-O" I T 2ND LEVEL T2Nr,> LEVEL J, 8I28' -O" 1ST LEVEL GARAGE LEVEL I 46 NORTHIJ WALL Q m SOUTH WALL cfl ELEVATOR CORE FLAN 2 I/W = 1'-0" II loll 3/4" 7 NORTT = (3 WALL SOUTH WALL ELEVATOR 10 CORE PLAN I/Lb" = P-O" 'LNOO - GARAGE LEVEL 2 5TAIR 0 CC)FPE NORTHEAST WALL U T 1 3/8 ELEVATOR I CORE EAS Q 2 5TAIR a CORE NQRTH4WEST LUALL 0" ELEVATOR I CORE NIOF'TH WALL q - - - - .".. EJAIR 0 CORE eOUTHLUE WALL T U 10 5/& 4?fl ELEVATOR I CORE &TAIR: a CORE 5QUTHEA6T WALL ELEVATOR I CORE DEL I EVEL I uj g < Lu fV I - S - 0-y-TH = P7 WALL EVEL 2 ELEVATOR I CORE PLAN 1/16" = 1'-0" C ,p _T "\LL < UTH LL EVEL I ELEVATOR 3 CORE PLAN 1/16" = P-O" EVEL 2 I :VEL I :VEL 2 NCO,, Ile 4�'11 -,0*0 STAIR 0 CORE ELAN Illro" = 1'-0" Ni�t,a1LL m0 NORT - - L L _j J, ul- N.2 50L)TH WALL ELEVATOR 4 AND 5 CORE FLAN I/I&I = I NCgf ALL WALL FLEVATION5 ARE VIEH5 FROM THE OUT51DE I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHM Cr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEWYORK STRLICTUP A L mONROE & NEWELL ENGDmm-Rs, 1 AVON, COLORADO AMP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEM ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLI1 EDWARDS, COLORADO PROJECT NUMBER:- 6250.00 ISSUE REVISION DA'L'E 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 0521-04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15,05 012 CD PROG. 2 05-27-05 013 ADDENDUM 5 06.0105 017 CD PROG. 2R 07,01.05 023 ADDENDUM 14 07.29.05 C '4 PROS= N PROJECT KEYPLAN CORE WALL ELEVATIONS S7.7 ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR? 3 CORE EA5T WALL NORTH WALL WEST W,4LL 6OUT" WALL ( 9 G 8 ( 9 - � - , 203 -1 rc> C.;UF-<t= ELEVATOR & CORE ELEVATOR & CORE ELEVATOR & CORE EAST WALL NQR`Tw4 UUALL WEST WALL SOUTH WALL ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 AND 5 CORE AND 5 GORE AND 5 CORE AND 5 CORE EAST WALL NORTH W,4LL WEST WALL SOUTH W,4LL 1/16" = 1'-0" C ,p _T "\LL < UTH LL EVEL I ELEVATOR 3 CORE PLAN 1/16" = P-O" EVEL 2 I :VEL I :VEL 2 NCO,, Ile 4�'11 -,0*0 STAIR 0 CORE ELAN Illro" = 1'-0" Ni�t,a1LL m0 NORT - - L L _j J, ul- N.2 50L)TH WALL ELEVATOR 4 AND 5 CORE FLAN I/I&I = I NCgf ALL WALL FLEVATION5 ARE VIEH5 FROM THE OUT51DE I OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHM Cr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEWYORK STRLICTUP A L mONROE & NEWELL ENGDmm-Rs, 1 AVON, COLORADO AMP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEM ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLI1 EDWARDS, COLORADO PROJECT NUMBER:- 6250.00 ISSUE REVISION DA'L'E 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 0521-04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15,05 012 CD PROG. 2 05-27-05 013 ADDENDUM 5 06.0105 017 CD PROG. 2R 07,01.05 023 ADDENDUM 14 07.29.05 C '4 PROS= N PROJECT KEYPLAN CORE WALL ELEVATIONS S7.7 ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR? 3 CORE EA5T WALL NORTH WALL WEST W,4LL 6OUT" WALL ( 9 G 8 ( 9 - � - , 203 -1 rc> C.;UF-<t= ELEVATOR & CORE ELEVATOR & CORE ELEVATOR & CORE EAST WALL NQR`Tw4 UUALL WEST WALL SOUTH WALL ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 AND 5 CORE AND 5 GORE AND 5 CORE AND 5 CORE EAST WALL NORTH W,4LL WEST WALL SOUTH W,4LL C '4 PROS= N PROJECT KEYPLAN CORE WALL ELEVATIONS S7.7 ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR 3 CORE ELEVATOR? 3 CORE EA5T WALL NORTH WALL WEST W,4LL 6OUT" WALL ( 9 G 8 ( 9 - � - , 203 -1 rc> C.;UF-<t= ELEVATOR & CORE ELEVATOR & CORE ELEVATOR & CORE EAST WALL NQR`Tw4 UUALL WEST WALL SOUTH WALL ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 ELEVATOR 4 AND 5 CORE AND 5 GORE AND 5 CORE AND 5 CORE EAST WALL NORTH W,4LL WEST WALL SOUTH W,4LL ry , n 0 O 9 5'-2" 2'-10 1/2" 10 9 9 Q' -2 1/2 10 9 2 -l0 112 '_2 "::1 L 10 er 0 1 -or Q Q 5--1 318- '-2 1/2" DD PROG. 1 10 1, 0 . 6 •1 roll 10 1. EVEL I EVEL 2 o =o 5TAIR CORE PLAN 1'-0" 0 0 __ o 0 10 1 , Iran 1K W X5 10 1, 1XC 5 lo ll 10 10" Ul I n 0 a/z IC to w ELEVATOfR 12 FVEL CORE PL AN EVEL 2 8205'-10 112" ROOF LEVEL F LEVEL &TH LEVEL 4TH LEVEL 3F;ZP LEVEL IST LEVEL ti <11 < 1 y > < -A < \ X13 e ELEVATOR6 13 AND 14 CORE FLAN &ARACE LEVEL i i I T OARAOE LEVEL 2 Xp SD 5--1 318- 2'-6 5/8 DD PROG. 1 10 1, " 6 •1 roll 10 1. 2 112 PRICING PKG. 06.21.04 005 0 01.14.05 a204'-10 1/2" PERMIT /BID 02,15.05 NORTH! "ALL 012 - < w 05,27.05 013 ADDENDUM - 06.03.05 5OUTH WALL x200' T'7TH LEVEL 5TAIR CORE PLAN 1'-0" 0 0 __ o 0 10 1 , Iran 1K W X5 10 1, 1XC 5 lo ll 10 10" Ul I n 0 a/z IC to w ELEVATOfR 12 FVEL CORE PL AN EVEL 2 8205'-10 112" ROOF LEVEL F LEVEL &TH LEVEL 4TH LEVEL 3F;ZP LEVEL IST LEVEL ti <11 < 1 y > < -A < \ X13 e ELEVATOR6 13 AND 14 CORE FLAN &ARACE LEVEL i i I T OARAOE LEVEL 2 Xp SD 5--1 318- 2'-6 5/8 DD PROG. 1 10 1, " DD PROG. 2 10 1. 004 PRICING PKG. 06.21.04 005 01.14.05 a204'-10 1/2" PERMIT /BID 02,15.05 - LEVEL 012 - CD PROG. 2 05,27.05 013 ADDENDUM - 06.03.05 x200' T'7TH LEVEL LEVEL X5 10 1 , 1 1 0. 1 15T LEVEL 5TH LEVEL 4TH LEVEL 0156'-0" 3RD LEVEL 2ND LEVEL GARAGE LEVEL I 8100 0AF:Z'A0E LEVEL 2 0 �p ELEVATOR 10 CORE PLAN (ROOF LEVEL I TO GAFZ'AGE LEVEL 1) 1/16' = 1'-0" 1b, ,r <��S , . , ` `" J��srvv ELEVATOR Iro COERE PLAN (GARAGE LEVEL 2) 1 1- 0 .1 NOTE: ALL "ALL ELEVATIONS ARE VIEWS FROM THE OUTSIDE OWNWI)EVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YOM NJEWYORK STRUCTLYPA-E MWGI-NE-Ek MONROE & NE ENGDI rNC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL, ENGINEER ALPINE, ENGINEERING, INC. VAIL, COLORADO I1, DESIGN SIJFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 01,23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02,15.05 012 - CD PROG. 2 05,27.05 013 ADDENDUM - 06.03.05 017 CD PROG. 2R 07,01.05 023 ADDENDUM 14 07.29.05 C D 7 B A N PROJECT KEYPIAN CORE WALL ELEVATIONS n ELEVATOR 12 COfRE ELEVATOf;R 12 CORE ELEVATOR 12 CORE ELEVATOR 12 CORE E,45T WALL NOf;RTH WALL WEST WALL SOUTH WALL S TAIR 5TAlf;R 5TA1R STAIR EAST WALL NORTH WALL WEST WALL SOUTH WALL ELEVATOR5 13 ELEVATORS 13 ELEVATORS 13 ELEVATORS 13 AND 14 CORE AND 14 CORE AND 14 CORE AND 14 CORE SOUTHEAST WALL NORTHE,45T WALL NORTHWE5T WALL 50UTHWE57' WALL ELEVATOR. 10 CORE ELEVATOR 10 CORE ELEVATOR h� GORE ELEVATOR lrc> CORE 5OUTHE,45T WALL, NORTHEA5T WALL NOf;RTHWE5T WALL 5OUTHU)E6T WALL m ra 0 N t{} +b W r: 0 :n m 'o a METAL ROOF DE(: 10" TOTAL 1/4 5 10 O 1/4 5 5/8" PLATE — OI I ` 1 0____ O I I�I 1 I I I 1 0 I WP III I I I I � STEEL BEAM i / MINIMUM 12" RE: PLAN TYP. \ 1/4 3 TOTAL WELD I/4 3 I e (3" EACH SIDE, "6" TOTAL I I/4 3 EACH FACE OF I/4 3 / H55) MINIMUM 8" i 06.03.05 BRACE RE: TOTAL WELD i/q 2 1 1 BRACE ELEVATIONS (2" "-,<- H S1 DE, V-4 I I I EACH FACE 12-1 STEEL BEAM I I RE: PLAN i I 5TEEL COLUMN -- — - SLOT BRACE FOR STEEL COLUMN iii PLATE RE: PLAN 1/4 3 6" TOTAL 1/4 3 SE CTION 1 3/4" = i' -O" STEEL BRA RE = BRACE ELEVATION SLOT BRA< FOR 5TEEL 1/4" PLATE 5TEEL BEA RE: PLAN S E C T ! ON 3/4" = 1' -0" EACH 5 END 1/4 10 i I I I 10 O i 1 0 — OI I ` 1 0____ O I I�I 1 I I I 1 0 I 005 III I I I I � STEEL BEAM I I 02.15.05 RE: PLAN TYP. I I/4 3 I e "6" TOTAL I/4 3 I i 1 I I . 05.27.05 MINIMUM 8" i 06.03.05 TOTAL WELD i/q 2 1 1 (2" "-,<- H S1 DE, V-4 I 017 EACH FACE 12-1 07.01.05 i OF H55) TYP. I a I Ili t I 5TEEL COLUMN -- — - I I � I III 1 07.29.05 RE: PLAN NI MUM 8" TOTAL :LD (2" EAGH SIDE, .CH FACE OF H55) 10" TOTAL AI5C SHEAR CONNECTION TYP, 11411 4 114 4 8" TOTAL 5TEEL BRACE RE: BRACE \� ELEVATIONS SLOT BRACE FOR STEEL PLATE ERECTION BOLT 1/4" PLATE &ECT f ON 3 3/4" = 1' -0" M 5' I „ I . SECT ION 4 3/4" = 1' - 0" ME DE Cam" TOTAL SECTION 3/4" = l' - O" 6" TOTAL .TE TE SLAB \L DE(, TAL ✓EAM RE: PLAN WP STEEL BEAM RE: PLAN )TAL i/4" PLATE TS COLUMN RE: PLAN OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARr- nn'ECT OF RECORD KUL Denver, Colorado MASTERPLANNER DESIGN ARCHITECT HART I 1 TOWERTON NEW YORK, NEW YORK SZ'RTJC'r(ml9L F- NCR\'M.,_Ett moNROE & NE su ENGUy�ZS, R'TC AVON, COLORADO :VS1 =.P ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFI:R DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE. 001 SD 01.23.04 002 DD FROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 i 023 ADDENDUM 14 07.29.05 c D B A PROJBCr N PROJECT KEYPLAN I II b7.9 A 2 WALL PANEL )LLY 6 7NTINUOU5 - EEL 5HIM5 F P.C. (2)-#6 TOP r. _K ILI 40 . 4 C AT 1'-4" HORIZONTAL SL CC 5TONEVENEER RE: LAN05CAPE L. -- RETAINING WALL T, L I( =1 111 r? (2)-#5 x - I" CONTINUOUS 4 _j - 4 ' 4 #5 AT 1 1 -0 1, x r 14, #5 AT 1'-0" T'Y'P. -1 I =I uj ITI 4 F IL H T F (2)-#5 (NOT — REOUIRED AT 10'-0" WALLS B 11 #5 AT 1'-4" (NOT REOVIREP AT 10'-0" WALL) HEIeHT A 5 c E E F 67 H _j K 10 ._ 0 11 51-51. 5._5 10. 1' -b" N/A #a AT 1'-4' #6 AT [*-4" #6 AT P-0' #& AT 10* 13 3 3-10" 1-0-1 1. c'. #6 AT 1'-0* $ AT 1'-0' #q AT 1'-0" #q AT P-0" If>'0" 4'-q 4' - 1--o' 1.-0., #8 AT 1' -0" 06> AT q" #q AT *tq AT 6' *-q ., 4 ' _ 1.-0. 11-7 P-011 #e> AT 1'-0" #6 AT q #cI AT #q AT 6" RETAINING WALL SCHEDULE _,5ECTION 5 N.T.S. 6" CONCRETE SLAB - REINFORGED WITH #5 AT 1'-0" EACH WAY ON Ab" GRAVEL FILL RE. CIVIL 4 ARCH FOR ELEVATIONS �o 2004 42140 ARCHITECTURE, INC. RE: PLAN OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCFUrMCT OF RECORD RE: PLAN u') m 0 5E"rONr_> aEC=1ON 1/2.1=11-011 . . . . . . . . . . . (2)-#5 (NOT REQUIRED AT 10'-0" WALLS #5 AT U (NOT REQUIRED AT 10'-0" WALL) HEIGH7 A ES 0 E F 67 H CLEAR- EXISTING FOOTINC- 004 PRICING PKG. w-o" 005 1._011 TOP OF E �Xl!&TlNe FOOTING EL-EV-=e>II ALTERNATE #5 AT 1'-0' 1*5 AT 1'-0" #5 AT #5�-�A 1'� 5--o- 1 #5 AT 1'-0' #5 AT 1'-0' #5 AT T I+ 013 ADDENDUM 06.03.05 #5 AT 1'-0" #5 AT 1'-0' 9 $5 AT I 017 CD PROG. 2R 07.01.05 019 #6 AT 1'-0" #6 AT 1'-0" #6 AT 1'-0' #6 AT 1'-0' 023 ADDENDUM 14 07.29.05 #6 AT 1'-0" 06 AT 10' #6 AT 10" #6 AT 10" 11-01, 06 AT 1'-0" W7 AT 1'-0" *q AT 1'-0' " AT I'-0' 1 0 6 AT 1*-0" #6 AT q" #q AT q" #q AT q*' r-o" v-e,* 2'-0" 1$" AT 1'-0" 1 $* AT 6" *q AT 6" *q AT 0" RETAINING WALL 5CHEDULE eECTION �_ N.T.5. d'V 12 — — — — — — — — — — — J t - - - - - - - - - - - - TO MATCH -" EXISTINO-- ------------------ EECI #4 AT 1'-4" STIRRUPS - 7 5ECTION 2 3/4" SLAB -ON -GRADE -- (BEYOND) AND RE: PLAN RE: PLAN TOP AND 1 1 -0 .1 BOTTOM AT STEP (2)-#4 STIRRUPS AT- STEP (4)-#8 EACH --- FACE RE: IlSe>J &ECTION 3 3 /4" = 1'-0" CONCRETE SLAB — ON-ORAC>E RE: PLAN TOP OF SLAB ---- SLOPES RE: CIVIL FACE F EXISTIN& LOP&E O PARKINO 5TRL)CTURE LIONSHE^o C, = 011'� 7 1 /*_ T" 1 14 PRECAST MALL PANEL � I I tl<t<ut-'y RE: 1/58.1 C>OGK AREA SLAB -ON OR^F->E RE- PLAN #5 SMOOTH BAR AT 1'-0" X 4'-0" .k RE-. PLAN Denver, Colorado MASTER PLANNER DESIGN ARC MIECT HART I HOWERTON NEW YORK, NEW YORK S'rRUCTXJRAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO NIEP ENGINEERS CA RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER{ ALPINE EINGINEERING, INC, VAII, COLORADO IN'rERIOR DESIGN SLWERDESIGNS EDWARDS, COLORADO PROJECT NUMBER- 6250.00 ISSUE REVISION DATE 001 SD 01.2104 002 NOTCH BOTTOM OF P.G. 04.12.04 PANEL 1'-3" HORIZONTAL AND 4'-0" VERTICAL TO (2)-#5 CONT.- CLEAR- EXISTING FOOTINC- 004 PRICING PKG. (2)-#5 CONT. 005 #5 AT I'-&" Xi TOP OF E �Xl!&TlNe FOOTING EL-EV-=e>II ALTERNATE PERNUT/BID 02.15.05 2X5 KEr"Ar Irp. FACE F EXISTIN& LOP&E O PARKINO 5TRL)CTURE LIONSHE^o C, = 011'� 7 1 /*_ T" 1 14 PRECAST MALL PANEL � I I tl<t<ut-'y RE: 1/58.1 C>OGK AREA SLAB -ON OR^F->E RE- PLAN #5 SMOOTH BAR AT 1'-0" X 4'-0" .k RE-. PLAN Denver, Colorado MASTER PLANNER DESIGN ARC MIECT HART I HOWERTON NEW YORK, NEW YORK S'rRUCTXJRAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO NIEP ENGINEERS CA RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER{ ALPINE EINGINEERING, INC, VAII, COLORADO IN'rERIOR DESIGN SLWERDESIGNS EDWARDS, COLORADO PROJECT NUMBER- 6250.00 ISSUE REVISION DATE 001 SD 01.2104 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01-14.05 006 PERNUT/BID 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 06.03.05 017 CD PROG. 2R 07.01.05 019 ADDENDUM 10 07.07.05 023 ADDENDUM 14 07.29.05 C B M.I= N PROJECT KEYPIAN TUNNEL FOUNDATION PLAN 3/4" = I I-o'. CONCRETE SLAB ON-METAL DECK RE: PLAN RE: PLAN . L (±)110 AND RE. CIVIL (2)-#6 X CONTINUOUS #4 AT 1'-0" X 7- NOTE: WALL THICKNESS z MAY NEED TO INCREASE IF SHORING WALL NOT STRAIGHT. I" EXPANSION ,JOINT 3/4' = 1' -O" PRECAST "ALL PANEL FOAM FILL L5X8>XI12 X CONT. WITH I" X 2" SLOTTED HOLES AT I'-&" EACH LEO - 7/6" (P STUD WELDED TO EMBED PLATE AT WITH SNUG TIGHT \It IT EMBED PLATE BY PRECAST SUPPLIER PRECAST ROOF SLAB AND RE: PLAN Qi _(5)-#6 (CONTINUOUS) STONE VENEf RE: ARCH. 1 1 -0 1, x 5 1 -0 1, PRECAST BE EMBED PLAT AT 4'-0" BY PRECAST SUPPLIER RE, CIVILL 1_5X5X318 X CONT. (TYP.) EXISTING P.C. PARKING STRUCTURE 3/4" = 1'-0" RAILING RE: ARCH. EXISTING P.C. PARKING STRUCTURE WALL RE: PLAN WATERPROOFING, BACKFILL, ROADWAY, ETC. RE:ARCH AND CIVIL P.C. ROOF SLAB RE: PLAN BEARING PAD BY P.C. L8X6XI12 WITH 3/8" STIFFENER PLATE AT 1'-0" AND (2)-WS"(PX (EMBED) HILT[ HUA EPDXY ANCHORS AT 1'-0" CONCRETE HAUNCH #4 X CONTINUOUS u D_ RE: CIVIL J 20" WIDE PRECAST BEAM c o U1 � . 4 FOAM FILL AS REQUIRED AND RE; NOTES to o u- 0-o REt CI VI = ' IT 0z _j PRECAST BEARING _j SUPPLIER BY PRECAST SUPPLIER z 3/4" = 1.-0. 1'-2" P.G. "ALL (Tlf 16" P.C. CONCRETE FLAT SLAB 2004 42140 ARCHITECTURE, INC OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCln*MCT HART I 1-10WERTON NEW YQRI , NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC, VAIL, COLORADO INTERIOR DESIGN SEINER DESIGNS EDWARDS, COLORADO PROJECT NUMBER- 6250.00 ISSUE REVISION DATE ()nl lzn ni 131 nn 002 DD PROG. 1 04.12.04 20" 1-410F P.G. BEAM TLNNEL 1/81j=11_0u NOTES: 1. SUPERIMPOSED PRECAST LOA05SHALL BE: 0. LIVE LOAD - HS20 (OR) 250 P5F. b. DEAD LOAD - 440 P5F. 2. THE DEAD LOAD 5HO"N INCLUDES ROADWAY PAVING, BASE COURSE, FILL, LANP5C FOAM FILL, WATERPROOFING, ETC. PE51 6,N LOAD PROVIDES FOR 2'-6" MAXIMUM DEPTH OF PAVING, EASE, 4 FILL WITH ADDITIONAL DEPTH FROM GRADE TO TUNNEL ROOF TO HAVE FOAM FILL. 3. TUNNEL ROOF ELEVATIONS ARE CRITICAL FOR BOTH ROADWAY ABOVE AND TUWNEL RAMP CLEARANCE BELOW. (::,ONT RAG TOR SHALL COORDINATE ELEVATIONS WITH ARCHITECT, CIVIL ENGINEER, AND STRUCTURAL ENGINEER. SHOP DRAWINGS SHALL BE COMPLETED WITH AMPLE TIME TO COORDINATE ELEVATIONS WITH ALL PARTIES. nOA 'D DT( — PKTt — _ Al 006 PERMIT /BID 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06-03.05 017 CD PROG. 2R 07 .01 .05 019 ADDENDUM 10 07-07.05 023 ADDENDUM 14 07.29.05 IN IR 00 In LO a Cp C4 00 0 0 PROJECT XEYPIAN TUNNEL FRAMING P LAN 2004 42140 ARCHITECTURE, INC. - 7 in z Tk4O S I DES OWNER/DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCIMCT OF RECORD Denver, Colorado C 0 0 T C:3 E [H L E VA T 10 N C12X20.7 Naxle> I I 2 112" <P STEEL ROD WITH #6 C-LEV15 H55 4X6XI/2 COLUMN tt' I � I d' 5/14b I" x 1'-0" x 11 1/2' STIFFENER \—�--k412X40 PLATE 3/8" STIFFENER PLATES INSIDE I" SECTION Ez� PLATES 1 1/2" = 1'-0" H55 6X4XI12 COLUMN 5 /16 (9 I � I II III II II 3" ,e>) 2 1/2" (P STEEL ROD WITH #Cb CLEV15 5/8" STIFFENER PLATES INSIDE I " PLATES Al2X4 V4. 4" &EC.-TION 2 1 1/2" = I' -O" V412X40 5/16-T I ,, x 1 1 -0 1. X 11 1/2 5TIFFENE PLATE EACH 51r- OF BEAM 5" W 5/0" PLATES INSIDE I" PLATES I &ECTION 3 11/2" = 1'-0" I" X 22" X 11 1/2" STIFFENER PLATE EACH SIDE OF BEAM 21/2" cPSTEEL ROD (A50) WITH #6 GLEVIS H55 6X4XI12 612X20. L4X4X518 DECK SUPPORT 4" GON-SRETE SLAB ON 2" METAL DECK WITH &Xlb 1N2.IXkq2.I kqA.F. #4 X 2'-0" AT 7-0" WELD TO CHANNEL Ne>Xla BEYOND 1 1/2" ME R 16 "T FASCIA RE: ARC 1/2" BEN EDGE A 5" LE(F H55 rbX 4"GONC 2" META x l'-2.1 'x Al2X40 SENT STEEL ATE (CONTINUOUS) rH 6" LEES 5 4X4X3/9> BENT EEL RAFTERS AT 0 1, " STEEL PLATE NT STEEL MASTER PLANNIR DESIGN ARCIUIECT HART I HOWERTON NEWYOM M M-YORK STW,jC=AAL. MONROE & NEWELL ENGINEERS, INC AVON, COLORADO ME P EN GINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO IN DESIGN SLIFFRDESIGNS EDWARDS, COLORADO PROJECT NUMBER- 6250.00 ISSUE REVISION DATE 001 .5 1/2 01,23.04 (2)-2 112" 4-- i s 04.12-04 RODS (A50) I 05.21.04 V #6 CLEV15 PRICING PKG. iv L-412X40 I L I 01.14.05 I" x 1 x II 1/2 li -�- 02.15.05 STIFFENER T PLATE �7 3/eI" STIFFENER PLATES INSIDE I" A N CD PROG. 2 PLATES 013 ADDENDUM 5 06.03-05 i i 017 CD PROG. 2R 07.01.05 L u ' --l ' 023 i 3 1, cv STEEL I ROD (A5e8) HS6 &X4X112 - COLUMN —4 ---------- 318" STIFFENER li PLATES INSIDE I" I PLATES I I I I 5 f:=>L,4N VIEW &ECTION -4 1 1/2" = 1'-0" C12X20.7 Naxle> I I 2 112" <P STEEL ROD WITH #6 C-LEV15 H55 4X6XI/2 COLUMN tt' I � I d' 5/14b I" x 1'-0" x 11 1/2' STIFFENER \—�--k412X40 PLATE 3/8" STIFFENER PLATES INSIDE I" SECTION Ez� PLATES 1 1/2" = 1'-0" H55 6X4XI12 COLUMN 5 /16 (9 I � I II III II II 3" ,e>) 2 1/2" (P STEEL ROD WITH #Cb CLEV15 5/8" STIFFENER PLATES INSIDE I " PLATES Al2X4 V4. 4" &EC.-TION 2 1 1/2" = I' -O" V412X40 5/16-T I ,, x 1 1 -0 1. X 11 1/2 5TIFFENE PLATE EACH 51r- OF BEAM 5" W 5/0" PLATES INSIDE I" PLATES I &ECTION 3 11/2" = 1'-0" I" X 22" X 11 1/2" STIFFENER PLATE EACH SIDE OF BEAM 21/2" cPSTEEL ROD (A50) WITH #6 GLEVIS H55 6X4XI12 612X20. L4X4X518 DECK SUPPORT 4" GON-SRETE SLAB ON 2" METAL DECK WITH &Xlb 1N2.IXkq2.I kqA.F. #4 X 2'-0" AT 7-0" WELD TO CHANNEL Ne>Xla BEYOND 1 1/2" ME R 16 "T FASCIA RE: ARC 1/2" BEN EDGE A 5" LE(F H55 rbX 4"GONC 2" META x l'-2.1 'x Al2X40 SENT STEEL ATE (CONTINUOUS) rH 6" LEES 5 4X4X3/9> BENT EEL RAFTERS AT 0 1, " STEEL PLATE NT STEEL MASTER PLANNIR DESIGN ARCIUIECT HART I HOWERTON NEWYOM M M-YORK STW,jC=AAL. MONROE & NEWELL ENGINEERS, INC AVON, COLORADO ME P EN GINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO IN DESIGN SLIFFRDESIGNS EDWARDS, COLORADO PROJECT NUMBER- 6250.00 ISSUE REVISION DATE 001 SD 01,23.04 002 DD PROG. 1 04.12-04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 0621-04 005 CD PROG. 1 01.14.05 006 PERMIT/BID 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03-05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 L c Dj -- I— B PROJECr N PROJECT KEYPLAN T BRIDGE DETAILS S9.1 1 ! 1@ 2004 42140 ARCHITECTURE, i NC. POJ m m 101 101 01' m 1 1 ' F OW'NFR/DF.VFrOPF.R VAIL RESORTS DEVELOPMENT I COMPANY AVON, COLORADO ARCIIITECT OF RECORD RAF �, ARCHr rECTURE Denver, Colorado NfAS`I'F.R PLANNER Df.-�SIGN ARCfI1TftCT HART I HOWL- RTON NEW YORK, NEW YORK I STRUCTURAL ENGINEER MONROF & NEWRIJ. ENGINEERS, INC AVON, COLORADO VLP ENGINEERS CATOR, RLWA AND ASSOCINITS, CO. DENVER, COLORADO CIVIL ENGINEER I: N G LN ELMN G, f.N C. VAIL COLORADO 11WEMOR DL-',STGN SLIFER DESIGNS LDWAIWS COLORADO PROJECT NUMBER: 6250.00 ISSUE REASION- ''DAM 01 SD 01.23.04 02 DD FROG. 1 04.12.04 03 DD FROG. 2 05.21.04 04 PRICING PKG. 06.21.04 05 CD FROG. 1 01.14.05 06 PFRt\4.IT/BID 02.15.05 ------- --- D A - ------- -------- - - - I \ - FOOT NG STEP � I - A--\- - T 4 \N O ce 0 C, pRuj IxT N PROJECT KEYPLAN FOUNDATION PLAN s 1 1 0. 1 2�1 8� ILI L-0 101 101 01' m 1 1 ' F OW'NFR/DF.VFrOPF.R VAIL RESORTS DEVELOPMENT I COMPANY AVON, COLORADO ARCIIITECT OF RECORD RAF �, ARCHr rECTURE Denver, Colorado NfAS`I'F.R PLANNER Df.-�SIGN ARCfI1TftCT HART I HOWL- RTON NEW YORK, NEW YORK I STRUCTURAL ENGINEER MONROF & NEWRIJ. ENGINEERS, INC AVON, COLORADO VLP ENGINEERS CATOR, RLWA AND ASSOCINITS, CO. DENVER, COLORADO CIVIL ENGINEER I: N G LN ELMN G, f.N C. VAIL COLORADO 11WEMOR DL-',STGN SLIFER DESIGNS LDWAIWS COLORADO PROJECT NUMBER: 6250.00 ISSUE REASION- ''DAM 01 SD 01.23.04 02 DD FROG. 1 04.12.04 03 DD FROG. 2 05.21.04 04 PRICING PKG. 06.21.04 05 CD FROG. 1 01.14.05 06 PFRt\4.IT/BID 02.15.05 ------- --- D A - ------- -------- - - - I \ - FOOT NG STEP � I - A--\- - T 4 \N O ce 0 C, pRuj IxT N PROJECT KEYPLAN FOUNDATION PLAN s 1 1 0. 1 Ile ( ( � ( I I ( I i { I I t I � � I � r�� .` �s�`I �� I � i I � I � � 1 C - (t�l I I I ± ' I ? � I I I f I I , i � I I ; { I I _ � .. } � j ! I i _ �! ( I I -----( 1 ._ .- _ d) ---CH I'll-loll L -_ - -J L - - - _j L J L _j L _j OF L LL STEP , � � 8100' -O" � i TOP OF SLAB TOP OF TOP OF NOTE: BELOW P.G. COLUMN SLAB f ADD % AT 6" BOTTOM 80q EACH WAY 22' 0" X 2 X &'-0" ` TOP OF TOP F STEP (fe FOOTING WI #6 AT P TOP OF F 3 SLAB EACH MAY AND #6 AT TO 5LA SLAB BOTTOM EACH KAY f=2 F _ F F f f+-15OLATION 'JOINT (TYPICAL) NALL STEP �� I �I i I i ;�� 1 I i I j I I O I s' /'� I iii r 1 i 4." C_ .4 L L _j (e>Oqq _j CRANE -Ol IT CE (e>oqql z ��. j � � f �� I � 8100' -0° ; ,>, 1 m I i ; I ` I - -y - - - ` I - - I 17/-7 TOP OF I 7 SLAB r� WALL ST EP 5.. SLAB ON 6 WITH COX& N2.1 X 2.1. W.W.F. X, 19> 5/4" -1'-.2 1/4 8100'- i I (eoq& 1-4ALL STEP 9) TOP OF 51. TOP 0 F-7 5LAB > SLAB I I i I (�50qe;` 019 r- \Z F Z F PI L, rILA5TER PILASTER 1 ,STFR - 7 F 4- C -- -}-- -I L L L _j mim rim rin 7 7 - "el u f -.� - - -� - --{ ( I C [8112-4-�/2 - i 12 C12 12 L - - - - - - - - - - ST 8>oqa C TOP OF I L_ I E� L kb 09L SLAB z TOP OF 1-- S 1 1 L X7 LAB j // L 0 10 71i i TOP OF 1z SLAB CW 44 " FFF WALL 2 5TFP - �-f - I C 12 -T- WALL TOP OF Z 40� ql_ r STEP 5LAE3 TOP 0 SLAB TOP OF SLAB k4ALL le, M.6 eoq5-o° STEP -AT- 12_R�Al K t _ _ � TOP OF I M.8 ' -0° i '� �' ' c �- = - { L SLAB i j - p I 10'-2" 5 -o ,, ) I 2.1. ".N.F. 17 ry :ZADE 2 (TYP.) WALL 5TFP N e>IOl WALL A o' I lc�; 5e� STEP - I I j fl�_�l _21 ch/1 STEP K_ I < F F - - - - __ f L k I I T 5"5LAE3 ON GRADE WITH TOP OF 6X& P42.1 X W2.1. W.W.F. PIT N (I U) STEP T 4��OLUMN 7f L C 12 T f 00 P54 5L/At3 L T_ A� -- SN4 _ J� i I YA2 ____j i1T TOP OF 51. \ y _-A I- lig 1j , PI W -- - - - - -- - T .-0 T& 2 x 2 c Al 2 x 21-0.1 rooc_ N.6 11 01 PILA!5TE FILA5TER kqITH/'N" R kilTH (01-#ro .2� VERTICAL 4 #4 TIES VERTICAL 4 #4 TI E5 T ?P OF r - - - - - - AT i6>" I u__ ANJ I T _AE3 ve TOP OF S [8101 -0 - - "I A=_ T F 0 (e>oq L L __j . . . . . . . %Z �' [&1-30'-10 1/2"] [T.O.PRE6,AST] F5 1--I L I FO 51.1 1 GRIP STRUT 0 PE f ::> ) LL ! - � - ST� 4 (11R RE; 5.1 771771 T_ - W P __ J STE i 1 f 7l 1'-, 4 1, F4 F OP T N - 7 L -4- .0 (80a3' - ") __4 (80a3' -6 ") le I 4 WAL TOP OF SLAB �---le>X36 COLUMN A ci, T DRAIN e>000 F-::;,i 161" F,5 - 0 STEP I OF MALL F __AE3 - 7 -0 35'-2 1/4" c), K ------- C,12 I ty LU w w e>OC15� 0" r TOP OF 5LAE3 _ � s1 0 I � I �; � ____ -� , I � _ `�� , � p � E 6`� 3�4 ° i ` °' - ^ f i _ m _ 0 L I - ___ - i_ I I----- _su 7. A 4 K A Al _4� L - ----- - - C _ t I i 0 -- � Q,7 k4A L L 7 STE P - � i ,>'X' ` *.� i; t t t _4r`'�'` ' - � j ------------ R _A _j F5 2'-0" X 2'-0" GONG. PILASTER WITH (e>)-#& 'VERTICAL 4 #4 TIES iL Jil 2 F (80x4' - _j L /0 01 A T Ur-2 I ' m 1 , � � ` F `�' I (boa 4' -0 � � _ - - -- - - -- �-�- -_ - - _ _� _ _ � --� ;- � � __ ___ __ _ ___ _ -. __ _ . _ F 4�- - ON GRADE "ITJ 7� Xb W2.1 X q2.I.l OIL TOP OF Qf� IL 0 = 1' ��' I I I I - - - �- -- _?_ A E3 -j- -- - ----- j A ON 4 ------ jo S.5 c) I/ I (boa O C12 07 a) T T L L X 2'-0 CON N i f � � STRUT ILA TER WITH (,6>)-#& L ORIP I 'I I S.8 _j L Pi STAIR, RE: ARCH � I ICAL #4 TIES 17 0 0 AT e5" 4l-O" ---------- � � TYP tr3 N� 1 � -� 4, wl _� - I L SLAB WALL - k4ALL 7 1' i I 1 ' i r� 4 TOP ; STEP STEP Q) V4 t - __ _ _.S ST � _ � � � i =�,, � - I - - - - - - - - - --- - - - -�_ - � - __ - - - ` l i p - - - - - - - - - - - - - - - - - - IN - �- �- � - I � I , 1 4 � „) �_ _ �_ i L I I STE 1--v 51_e� Ile)'" -sl-,�:ZT $ 2' - I /8" -71 2) I/8" 2 LL e- 51.2 FOOTI 1 STEP 5q'- 1/2 -A Ill-loll 22'-5 5/4" 15'-2 1/4" 1/4"1 12'-0" 14 20 21.8 23 23.6 24.4 25 5.1 25.3 2) J_ I LN I d) IOl-5 �1/ 138 1/2 PqA A I L -- 7- ----------- FOUNDATION F=)L4N I T V-77M 777 fN FOOT INO I - --- - - - - -- - I's ;; -- - - - - - - - - - - - - - - - - - - - _... _5TEP_ __j f;P51721-1111 SEE FRS INC; NOTES ON SHEET 6110.15 (g) 2004 42140 ARCHITECTURE, INC. 1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHMCT Or RECORD Denver, Colorado MASTER PLANNER DESIGN ARCTffMC7r HART I HOWERTON NEW YOM NEWTORK S'rRUMJRAL a\TGwE-__ MOINROF & NFWX u - raNGu,=s, R'Tc AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO, DENVER, COLORADO CIVIL ENGINE ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIITER DESIGNS FDWARDS,COWKADO PROJE NUMBFR 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 _ZzzXZz.= 003 ---------- RAMP -zz.= - _ZZZ__ - - 1 - [8101 -0 - - "I A=_ T F 0 (e>oq L L __j . . . . . . . %Z �' [&1-30'-10 1/2"] [T.O.PRE6,AST] F5 1--I L I FO 51.1 1 GRIP STRUT 0 PE f ::> ) LL ! - � - ST� 4 (11R RE; 5.1 771771 T_ - W P __ J STE i 1 f 7l 1'-, 4 1, F4 F OP T N - 7 L -4- .0 (80a3' - ") __4 (80a3' -6 ") le I 4 WAL TOP OF SLAB �---le>X36 COLUMN A ci, T DRAIN e>000 F-::;,i 161" F,5 - 0 STEP I OF MALL F __AE3 - 7 -0 35'-2 1/4" c), K ------- C,12 I ty LU w w e>OC15� 0" r TOP OF 5LAE3 _ � s1 0 I � I �; � ____ -� , I � _ `�� , � p � E 6`� 3�4 ° i ` °' - ^ f i _ m _ 0 L I - ___ - i_ I I----- _su 7. A 4 K A Al _4� L - ----- - - C _ t I i 0 -- � Q,7 k4A L L 7 STE P - � i ,>'X' ` *.� i; t t t _4r`'�'` ' - � j ------------ R _A _j F5 2'-0" X 2'-0" GONG. PILASTER WITH (e>)-#& 'VERTICAL 4 #4 TIES iL Jil 2 F (80x4' - _j L /0 01 A T Ur-2 I ' m 1 , � � ` F `�' I (boa 4' -0 � � _ - - -- - - -- �-�- -_ - - _ _� _ _ � --� ;- � � __ ___ __ _ ___ _ -. __ _ . _ F 4�- - ON GRADE "ITJ 7� Xb W2.1 X q2.I.l OIL TOP OF Qf� IL 0 = 1' ��' I I I I - - - �- -- _?_ A E3 -j- -- - ----- j A ON 4 ------ jo S.5 c) I/ I (boa O C12 07 a) T T L L X 2'-0 CON N i f � � STRUT ILA TER WITH (,6>)-#& L ORIP I 'I I S.8 _j L Pi STAIR, RE: ARCH � I ICAL #4 TIES 17 0 0 AT e5" 4l-O" ---------- � � TYP tr3 N� 1 � -� 4, wl _� - I L SLAB WALL - k4ALL 7 1' i I 1 ' i r� 4 TOP ; STEP STEP Q) V4 t - __ _ _.S ST � _ � � � i =�,, � - I - - - - - - - - - --- - - - -�_ - � - __ - - - ` l i p - - - - - - - - - - - - - - - - - - IN - �- �- � - I � I , 1 4 � „) �_ _ �_ i L I I STE 1--v 51_e� Ile)'" -sl-,�:ZT $ 2' - I /8" -71 2) I/8" 2 LL e- 51.2 FOOTI 1 STEP 5q'- 1/2 -A Ill-loll 22'-5 5/4" 15'-2 1/4" 1/4"1 12'-0" 14 20 21.8 23 23.6 24.4 25 5.1 25.3 2) J_ I LN I d) IOl-5 �1/ 138 1/2 PqA A I L -- 7- ----------- FOUNDATION F=)L4N I T V-77M 777 fN FOOT INO I - --- - - - - -- - I's ;; -- - - - - - - - - - - - - - - - - - - - _... _5TEP_ __j f;P51721-1111 SEE FRS INC; NOTES ON SHEET 6110.15 (g) 2004 42140 ARCHITECTURE, INC. 1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHMCT Or RECORD Denver, Colorado MASTER PLANNER DESIGN ARCTffMC7r HART I HOWERTON NEW YOM NEWTORK S'rRUMJRAL a\TGwE-__ MOINROF & NFWX u - raNGu,=s, R'Tc AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO, DENVER, COLORADO CIVIL ENGINE ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIITER DESIGNS FDWARDS,COWKADO PROJE NUMBFR 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21-04 005 CD PROG. 1 01-14.05 006 PERMIT/BID 02.15.05 009 ADDENDUM 3 05.23.05 012 CD PROG. 2 05,27-05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 D B PROJEcr N PROJECT KEYPLAN 1- -v FOUNDATION PLAN 5110.gA I I- In ci rn tr) 0 w I 10 t IN I I T I I (-/A L/ 1 �� i - -- -L -1 � � i � � i' I�� I j �� i I I � I 1 I � I � � �� I ��. I � � 1 'I� i I � i ( I -A -4- - - - - I - - j - - - _I _ _ I _ _ i _ I 1 I (' I ' I I I I - ' � 1 ! � i � -, i � � � ( i {� I � fi I • - I I ( fi � I • I I -� I I � I- -�- fi I i S l__ 10 I ~> ' I � � i � - I �' I �-- - - �. - - - - � I � I I � I ' 1 ' � ! I i , , I L - -- __j L __J - 0 " ) ( �ii1 HALL STEP (e>Oqq 7 TOP OF l aoga' d) SLAB 4'-6" DEEP FOOTING WITH T.O.PIT BOTTOM 0 #6 AT 6" EACH "AY 1 FOOTIN& PqALL 1 GRAND TOP AND BOTTOM ksIALL 5TEP , BOTTOM OF FOFOOTING q4'-&" N 1_? 1. STEP 4 T- OF mk e�oqqlo ------------ _21 6100-0., Top 'jW TOP OF F SLAB STEP TOP OF A I 5L N (N SLAB 1 -4 -0 e�Oqql I irk x (�!Zl 101-011 101-01 TOP OF I F F2 1 c0 _ ALL SLAB 101 rop OF SLAB STEP - - - - 7 (4'-0" PFF=P) 1 r - - 2 F F_ o i Fi r' I/ _j D_ 4'-0") ui . 1 LL -4. L F TEP J.8 \41 F - T 7, - - - - - - K 4 - dY 4'-0" tv 5TEP k". L L L - - - - - - -- L __j (4'-o" DEEP) fi I -0 1 WALL (60qq r � � � I f I s y STEP 4) (ac>q4'1 FOOTING, 51.1 OT"' STEP 0 � � i h - � _ (� � L � _ - : � d' � I I � � i N 1 I � j I I � ( ( i T,, L uj 16 X 10 0- �1_ EE u) OFV�M WITH LOWER, TO f (3 10.11 &X& 11-42.1 X e42.1. N.".F. _j FOP OF 10 OPENIN ell() 11 SLAB ON tS) I ( O 1 8(10'-6" i � � __ i _-__ -_ � ! _-____ 1 ( - - 4 1 WITH X& IN WALL V42.1 X 1�12. STEP f; O'/ 1 -1 AfZ' �� ..cn ' / !i � fi a1 00 '- O" LA - - - c 11 ) I FOOTIN(57�� 5100 -0 P 3 TOP OF STEP I - SLAB T_ - 1 - --< 81 , I I I r *5-) 4 Ile > FOOTIN& TOP Ol'- t T - --- - - - - - i I E-12- - ---I - 4 - -_ SLAB, - - - - - /7/ 7- PILASTER I 51 3 IT STE 114ALL L - - - -i I 1 11' -I=' I L J L L (aOq4'- 4 3 I L 1171+13 25'.4 1/2" QII 4'- (&CIC14'-O") F7 RIP STRUT t / -- - _ - _. - � _I L- _ _ _ _ I L _ _ _ _ � i I � ( O ARCH STAIR, RE: If) L -1 24'-0" If' -<;[ 5/16' N Ill p OF 0 " ) V Oc`14 T TO 0 Is SLAB I's 0 RE: ARGH. / fi _ i I \ \ \ \ / \ / \ i .p 09Sr. ti. v v Ul vj ' "� TOP OF SLAB 2�t + \6T . I/V I acq5'-O" TY 0 l Q), I/ f / AL" TOP OF 5Oq4'-5" 6 , X1 i V 5LAE3 k T _O. '- F T:;>p OF TOP OF TOP OF SLAB TOP OF SLAB S/ / SLAB 3 SLAB __A_T_ D_J�_> Aj RE: AR(�,H. 5 ��E_ "J TOP OF 5LAB AB 0 GRADE WITH t > &X& . 2. 11 V42.1. W.W.F. V V V / X , RE: ARCH. TOP OF 5" SLAB C 10 0 0- SLAB le�X34,'_GOLUMN 6X6 V42.1 fP - - - - - - - - - - "'5000 PSI _j_- � / i ./ � \ � / \ / ''=`� - �'`" '� to � / � - -1 (�- -.� j � � I 0 _ _ \)X L 4x ...... - __ x eOq5 TOP OF I �:,�, � ` � ¢ � / / � N ' ! � - - - - -- - - - - - - - - i i N - - - - -'- - - � � ____._.__ - - -- \U, SLAB �5 &Oc45'-O" , 11V \ L TOP C-I)t- SLAB X, N < V 3/9> \ \ / /� :' �,�oQp� �� vo� LL / �'� j FOUNDATION NOTES. e I DATUM ELEVATION C) 100'-0" EGUALS ACTUAL 51TE ELEVATION e_>100 U.S.O.5. L - - - - - - - - - - j A WALL TOP OF SLAB 2. [XXX'-XX' INDICATES TOP OF FOONPATION. WALL ELEVATION. \ __I8X36 COLUMN I AT DRAIN fc = 6000 PSI X1 3. (XXX'-XX") INDICATES TOP 0, FOQTiNO ELEVATION. X1, 4. GONTRACTOR5HALL FOLLOW AL REQUIREMENTS LISTED !N SOILS REPORT. ; \ 3- 7'_0 dl i �i Alz' /,\ , XF /I I I 1 p, \ 5. FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB. 6. FOOTING ELEVATIONS SHOWN AR6 MAXIMUMS AND MAY NEED TO BE LOWERED DUE TO 501L CONDITIONS. VERIFY CHANGES 11 STRUCTURAL ENOINFER, SOILS ENINEER AND PRECAST CONTRACTOR. - 7. PLACE SLAB ON OR ON MINII UM OF 4" CRUSHED STONE. I a. UNLESS OTHERWISE NOTED - A WITH 6X6 k42.1 X V42.1 k4ELr,>EC) Pqli�E FABRIC. \ �}_. � // � JF TOP OF \\` `::; \ q. PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN SLAB (�,TURAL OARAOE FL PLANS. MAXIMUM 51ZE OF EACH 0 ON ARCH I TE !�P i \ \ a AREA SHALL NOT EXCEED 144 FT 10. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS WITH ARCHITECTURAL PRAk4INO51 11. CENTER FOOTINGS UNDER WALLS, AND COLUMNS UNLESS DIMENSIONED OTHERWISE ON FODATION PLAN. V 0'-& WE>" oe 12. REFER TO ARCHITECTURAL DRA t Y11NOS FOR STAIR FRAMING DETAILS AND LANDINO SLAB ELEVATIONS, fi FCOTI C SCHEDULE MARK SIZE (k4XLXt) 'REINFORCANC, REMARKS FI 14'-0' X 14'-0' X 5'-6 (12)-#10 ACH NAY 004 PRICING PKG. 13 x 13 x 3, -5 (10)-st10 EACH WAY CD PROG. 1 01.14.05 12*-O"X 12'-0* X 31" E CH WAY 6.1 11.8 14 1 5.6 1 1'-0" X 11'-0" X 2' - 10" (q)-#q CH WAY 10*-0" X 10'-0" X 2'-7 (8)-Mq E KAY 05.27.05 013 1 x x 2 W- EACH WAY 6 x (2 x 1 W-114ro E"; I Fa 16 x 16'-0' X 4' O" (13)-Vil E IA GH WAY 017 FG 17'-0" X I7'-O" X 4*-1" I/ I/ I 50'-6 3/4 H WAY NOTES. 1. RE: PLAN FOR ELEVATION OF TOP 0 F00TIN62. FOOTING ELEVATIONS AS SHOWN ARE MAXIMUMS AND MAY NEED TO EsE LOWS ED DUE TO 501L CONDITIONS. VERIFY CHANGES WITH STRUCTURAL ENGINEER. 2. CENTER FOOTIN(36 UNDER COLUMNS A-40 WALLS UNLESS NOTED OTHERWISE. 3. A REPRESENTATIVE OF THE SOILS ENi5INEEIR SHALL OBSERVE ALL FOOTING EXCAVATIONS PRIOR TO OONCRETE! PLACEMENT. 4. CONTRACTOR SHALL FOLLOW ALL REGIUIkEMENT5 LISTED IN SOIL REPORT. 13. ALL SITE WALLS NOT SHOWN ON �HIS PLAN SHALL BE BUILT PER ? � � �� c ' ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS. SITE kqALI-5 SHALL NOT BE CONNECTED TO THE BUILDING UNLESS NOTED OTHERWISE. 14. FX 1:;>F-NOTE5 FOOTINO51ZE, RIE-5HEETS110.15 FOR FOOTING SGHEDULE. 15. INDICATES CORE WALL R INFOR<,IN0 TYPE ABOVE. RF:SHEET52.1 i FOR REINFORCINO 5C ALL CORE WALLS TYPE E FROM FOUNDA� ION TO LEVE L 2. f 1 6. REINFORCE ALL C T I i ORE "ALL FO W ITH # AT 6" EACH WAY TOP AND BOTTOM. ALL CORE "�,LL FOOTINGS ARE 3'-0" THICK. 11. RE: SOILS REPORT FOR FOUNDATION DRAINAGE SYSTEM REGUIREMENTS, If L 7' GRIP 5TF;ZUT- 0. ALL PRECAST COLUMNS ARE 0 30 "• STAIR, RE: ARCH 2 _T co C_T If 0 sa - 4_09 (D 2004 42140 ARCHITECTURE, INC. 0 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHMCT OF RECORD 2 0 Denver, Colorado MASTER PLANNER DESIGNAR(IfrMCT HART I HOWERTON NEW YORK, NEW YORK STRUCKLTLAL ET CDJPPR MONROE & NEWER-L ENGRINTEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO_ DENNTA, COLORADO CIVILENG24EER ALPINE ENGINEERING, INC VAIL, COLORADO INTMORDESIGN SLUIERDESIGNS EDWARDS, COLORADO PROJECT NUMBER-' 6250.00 001 SD &7-5" lo 002 DD PROG. 1 04.12.04 003 DD PROG. 2 2e>' & I or_ 22'-3 14" 15' - 1/4 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 6.1 11.8 14 1 5.6 V 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 , 24'-0" 64' -II 1/2" 35'-0 31e>" 10'-5 �I 017 CD PROG. 2R 07.01 A5 I/ I/ I 50'-6 3/4 A FR T I A L 023 ADDENDUM 14 07.29.05 � � �' N � � � i Ol�l � � �l�l � } ' `� �� '� 53 ve> 1' -0 ' L - - - - - - - -- 5EE FRAtIINC; NOTE ON 5�4EET 6110.15 ' - - - - . . . . . . . . . . . . . . . . . . . . . . ..................... ............. -------------- -------------------- (D 2004 42140 ARCHITECTURE, INC. 0 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHMCT OF RECORD 2 0 Denver, Colorado MASTER PLANNER DESIGNAR(IfrMCT HART I HOWERTON NEW YORK, NEW YORK STRUCKLTLAL ET CDJPPR MONROE & NEWER-L ENGRINTEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO_ DENNTA, COLORADO CIVILENG24EER ALPINE ENGINEERING, INC VAIL, COLORADO INTMORDESIGN SLUIERDESIGNS EDWARDS, COLORADO PROJECT NUMBER-' 6250.00 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 009 g ADDENDUM 3 05.23.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01 A5 023 ADDENDUM 14 07.29.05 C N PROJECT KEYPIAN FOUNDATION PLAN H O V' r M r O O N OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCMTEC T OF RECORD FOUNDATION ��t I A L PLAN F O l� N D .4 T (011 f= L A N � 5EE FFRAt 11NG -c NOTES ON SHEET 6110.15 5110.10 O C al LLJ al 0 13'2 14 (16) 17 18 20 21.8 (23 2 3.6 25 25 3 - Y—b" 15'- 1 1/2" 15'-4 1/2" 28'-6" 22'-5" ! � // :ism' - / \ \ ��,,\ \ � � � i .01 '40 All 0 1 6N r4 .2 WALL ITEP q11 - - - - - - - - - - - - - ----- - - - - -- - - - - -------------- --------- --CA It =P i OF F AB I TOP OF 4'-0" z SLAB 10 s4.1 5" 5LA,BON GRADE (5Oqq'-O' L V4ALL KTH STEP &X& .1 x P W. .F. F � _ ! _7 --CB 1 2 -0 '" It 'WALL i ?- I i � � � L 1 , 14 ,_ 4 .. ! STEP L - � � 51.1 ` 14 F NJ F WALL WALL STEP WALL STEP Q n STEP [813q' -4 1/2"] [81138' -10 1/2"] (&1_3q'-4 1/21 STEP 7 1/2"1 — - — - — - - - — — — — — — — — — — — _T -A L 1% C L -4 ------- ----------- t - ---- - ---- ------ -0 - 6 , _O,9 � � � i i z,.� m TOP OF F 5 SLAB F 4 All F F L + I ( I_ 11 F F I � I i f l ! �� I � 77 C C . 9 7 41-11— __ 4— - -L L L ---A L 1 I I I i I I I� I i I _. _ �__ _ _ ` 1 _ __� _ ____ _ _.�_ _ x I,- - WALL L _J o il ) L _j L __ - - -..-J L - -- J L - - - _J CSOgq' -o ") � - 080CICfl_Ol9 CD8 IN 80qlql_I0ll CMU TOP OF WALL TOP OF I T S SLAB LAB IN �� TOP OF v TOP 0 F_ 'le SLAB - - - - - - - SLAB r - - - - - - -- r r - - - - r3 I I I I i 1 ( I I I I� I i I j I I I S12 e 7 - 7 - ; � I I r � � , s � I I I,� I� i I I! i � I ,� I i � l i v I s' -6 �- -- I a 1 1 I I i l I I I 1 � ! I ;. N I WALL L L___j j__j - - - - - - STEP (e>OqCv_O. T Oqq L - - - - i t - - - - WALL L L - - - - I I (e>OClCf STEP m (03 WALL --�ITH Ol- 5'-0" STEP J.F. OF TO1- OF (TrF,,) PIT TO� OF 5L 5 ld) ST " 8.. 1^4A 5T P LL �� I ! Al" I ' i I � I I I' � � i �� ,' � r "`� �-- � - - -' - - a-- �- - -- ; I; .: F3 i I Fi � � I 4� { NN F F 3 3� A F3 r - - - 7 F_ I � r I � i ` � � I � I i ! i i 1 � � I I �.,,:� I (� � . �,�� . I ,.� � I � p,. r .Y,.� { ; ,t� f � E I I ( I � � - I �- m - I N I i,. i I I ,i. I i i,, I � I i l l I � � , � I i ;�! I I Q' �, I �I i i I 4 ------- - C t J (e<>qCI _O L - - - --- - - - WALL N § TOP OF SLAB ---------- 10 l . IN 1 TOP OF TOP OF LAa_ 15LA5 T Iq � NOTE: BELOks! P.G. GOLD MN------- AT 6' ADD #6 AT i i \-FT& BOTTOM OTTOM e>oc _11 e" EACH W 22'-0" X 2 X (5 In TOP OF TOP PF STEP F3 FOOTIN& "ITH #6 AT &" TOP ;� i 5LAj SLAB <_�,H WAY AND #45 i l�4 EA A F2 E50TTOM EA<-'H WAY e F - _611 I �_ ISOLATION I I I � I I I � i I r JOINT (TYPICAL) WALL cp STE I { I ' 1 I ; I i I I I ----} � I .1� -{ _ { _ - I � - }- ; - }- }-- � ; S i -_ � _ _ _._ _ __� -- ._ -_____ __ .___ _ _ ._ _..__ _ __ -�,__ _ I.B ?I �! I I ! I � I I %� I ( I j It f �. 1 I 1 I ; I I 1 X � ! { it i � - l i !�i I 'r'•" 'I{ ( i� i i �! I � I I { I ! 1 I 5 s1.4 L L A, I _ L — — — 1 11 i i I _j (e>0qqo GRANS (ac;lqcl I -C-) Tl � I I I i i � i!( I I I I � I � � .• • t I, ! i! 1 ! I E (, T) ! i i I ! I! I l i I �� I i �i { 1 1 11 I TOP OF 7 7 - 7 SLAB W-O" Lei _-A J, 1 1 ( t�' _ �� , I'I I j ! I i t i ( I T ALL ------------ 4— -- ---------- 1 ' f j I I � - I � � ` � 1 t ' ''' f °" l i I I � a ` I i i , ; --- I ^ L� I �i Ep 5 SLAB ON 6P-ADF 1^4ITH e>Xrb X 12 y A I I� ;! i 0 1 2.1. NJ-4.F. - - - - - - - - - - - - - 16 3 4" L, - j'-1 -4/::� t, I Ill I -2 1/4" -"ALL 'd Ke"i0ol-O. , (50 I STEP P I F I F3 j F3 I IT TOP OF:,� F- TOP OF S LA B SLAB F e> T F (e>Oq F I PILASTER P ILASTER PILASTFRj � !'` / o � I i I � � I I I I (V I /, i l i I I � I 7 �, I I � I I � I I 1 � I � I ,-'`' '�/ f I 1 � I I I i I ( ; I I � �.5 117*1 Uy 8 7,47mz I z 0 1 F -_ --- 1 1( 72 1 1 - 0 F ___09_7 I I C12 1 - - - - - - - 6�0�4' P4AL ti c, 12 15TF-P L -__ ___J �- So 5 0 �--- _._.- .- .._..J I � �' I � - — - — - ---------- 7 --- vim __ — - — — - qe " — - — - — - TOP OF (e>Oq4'-O") L OFE5 ao _&l. SLAB z Top Or- rJ" SLAB L ..j I I ZJ77, 7 _j _J (810 o - - TOP OF SLAB 5/8" ; \�'(p \ / \� ( Og O,L) _ — _ c0 — — - - - - - - - - - 2 — — — — — — — — — I L leO-15-0., F_ F "ALL— 2" i F Z-11 STEP WALL I-F S P OF --- -------- C-01 2 SL STE I _ I__- -�� r�{'Ct -t—I' .� M 6 P ,dk _9T V41A FOL....IiNE:)4TION F=L4N, Ile>" = 11-01, GEE FFRAr1INn NOTES ON SHEET 61110.11B I J(D 2004 42140 ARCHITECTURE, INC. I I it aearxF # -z J OWNER/DEVELOPER VAM RESORTS COMPANY AVON, COLORADO ARCIRTECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCTUMCT HART I HOWERTON NEW YORK, NEWYORK ST ,U_=TRAL F_\ZG11 r MONROE & NEWELL ENGINEERS, L 7 AVON, COLORADO MEP ENGINEERS CATOR, PUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE EN4GINEMUNG, INC VAIL, COLORADO INTERIOR DESIGN SLIFERDESIGNS FMWARDS, COLORADO PROJECT NUNMFK 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21-04 005 CD PROG. 1 01.14.05 006 PERMIT/BID 02.15.05 009 ADDENDUM 3 05.23.05 012 CD PROG. 2 05,27.05 013 ADDENDUM 5 06-03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C B PROACr N PROJECT KEYPLAN FOUNDATION P LAN 5110.1D ii tl It it it tl II it It It It tl 1 , t tl tl It tl tl II II II It II II II It fi II ti tl II 44 K.2& p i D 4'-P (le>) - 4" (V CONDUIT PENETP-ATIONS AT ELEVATION 8123'-O" t K :r N. K V U - 0 4S T C) tt nS.4 cl S.7 S.8 0 U " to i �_ o N f=AF;;�TIAL UFl=EF;� N LEVEL Il'b" = I'-o" SEE FfRAt-IING NOTES ON SHEET 6110.2a @) 2004 42140 ARCHITECTURE, INC. OWNER /DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCIMECT OF RECORD mumi Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON N EW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOF, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEMING, INC VAIL, COLORADO INTERIOR DESIGN SLUZER. DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 0123.04 M DD PROG. 1 04.12.04 003 DD PROG, 2 01 o F c PRICING PKG. 06.21.04 005 CD PROG. 1 01.1 006 w 02.1 5.0 009 ADD ENDUM Z ��D� M3 -- 0�52;0,5 012 CD PROG. 2 0 013 ADDENDUM 5 06.03.05 D 4'-P (le>) - 4" (V CONDUIT PENETP-ATIONS AT ELEVATION 8123'-O" t K :r N. K V U - 0 4S T C) tt nS.4 cl S.7 S.8 0 U " to i �_ o N f=AF;;�TIAL UFl=EF;� N LEVEL Il'b" = I'-o" SEE FfRAt-IING NOTES ON SHEET 6110.2a @) 2004 42140 ARCHITECTURE, INC. OWNER /DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCIMECT OF RECORD mumi Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON N EW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOF, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEMING, INC VAIL, COLORADO INTERIOR DESIGN SLUZER. DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 0123.04 002 DD PROG. 1 04.12.04 003 DD PROG, 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.1 006 PERMIT /BID 02.1 5.0 009 ADD ENDUM Z ��D� M3 -- 0�52;0,5 012 CD PROG. 2 05-27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 "Z B N PROJECT KEYPIAN PARTIAL UPPER LEVEL GARAGE A 5110.2A ai 0 I /i - I Ili I ii t i �ii �41T4 T-17 41T4e5 T ii If 1 11 - n fT_ H 4- 4!f — "I W— 4 m 4- -zo,44-T32- - - -- 7VA- IT I— LA_ T_ if U_ it I 11 if T 11 T�& it I I rx 11 II TT 164K IF= -2'-0" X 4'-0" V, 1 I I 1 0 O 11 I: II I ENINO If if it if ti 11 If It 11 ELEVA #12 N !� - 11 11 '' (I ii It � „ 1I '+ If � t if +i I 11 II 11 II Ii � II Ii II II t I <�112 UH C'I I UPlt II II !I II II I it ift I < t�(� ;..;2�;_= .�.�._.z <_1;�.:�. -z,a =� � t 'i'i I- 41 1 m 1 1� I c) 128K if 159K I I II t I 1i 1 2 327K It I I I I w w ii ii ii II If I I ii i ii I ii E I w 7 �1 11 !1 II 54.1 it if 44— I t l 1 ii i 11 11 1412XI UP TT It 541T36, z54IT 2 H It 3 1 41 - T • F H , T -- I — rr K - — - — - — - 17 1 I I -f- N\- F_ — C11 UP 104K L iL II I I Oil it 11 �.2 -- -- -- - -- -- -- —_ - - -_- i t- 1 i 1'(�.LL_ _ - -F-1 _ 1 i f I 11 I� i I i �+ + � ! I 1 I � 1 1 ! i i t 1 I � I I i � 1 t I I 11 11 t j ) < �11 11 151K 303K W li< T U ii 11 II Lu �( i i) ti � ,, I I l i (f-1.2 UP It ul if If Ge� LP I I I V POUR CI If If / TI / 0- A STRIP X ly V__ AL If Ay K _3 1 7 JK I IQ O dL eM-31-01 If \ -r TOP OF SLAB 61K L.4 Q l i �) 1 1 1 I I I I i I 305K 12 U�t'i �,-* n' ' ! I t l I I i t l i t i t I 1 1 i t It IN 2 - A/ L-3 TT A" BEAM 25'-10 1/2" POCKET 178K 247K 2 - NTT - 4 11 W12XI20 Fc- BEAM POCKET -K-1 e5 F31 /z O� /�/ / �/ / /// , / /(� ,// '� / / \'� O , �� \ o q 8.7 �, / 1446K X55 4� 9O K 3p 21 x EAM 0 X Y pi 141 rl ii ii ii ii ii ii ii d if 0 ii ii ii ii ii if I if if II Ii II a tl Ii ti ii II 11 tl 11 fI 4 ti II ti II II if if --4-L II 11 II tl 11 1i 11 11 II II tl it it iI If If 11 It I! if It 11 1 1 If II it It 11 It it It fl ti II II If II If if If If RE: ARCH FOR If If If If it If 11 11 It It II 4-1- 11 11 11 11 SLAB 'SLOPE TO DRAINS II It fl If Q it it If If 11 11 If 11 it 11 II If II � li 11 ti it 3 ii II it It tI I I it If Ii Aj__ I! 11 If It I 1 11 if It If 11 if I 1 11 54.1 li 4— IL — II --- I 1 41 11 3 41' -32— 344 71 - 17 T !( 1 1 � 1 1 I I ( i t l ,, � I I i! I I I b �� f l t l I I I I !! II 1 i 1 1 1 I i I I 1 1 1 1 11 � i t t i 2 11 It 64.1 if if 11 11 If 11 11 It If 11 11 it ii It It 11 It It It If It II it I 1� 1 I t t t 1 1 t t 1 11 t i � 11 t 1 I1 it ii !f II „ it 11 II ti' II It it 11 11 ; t1 II II II 11 I! It II II !I I I I I I I I I I I If I I I I d) 11 d) t�j 11 It (1) 11 11 cz 11 It t�j I: if it If It If It If Ili I If it If It it If if u ---- T _ Q Q T I I t3 it 1! It II Ii I if „ I It tl II 11; � ,1 11 ii It It I, II (il 11 ti 11 II I! ! II 11 II I! II !I � it „ II II It ilj 11 11 II II II �If I! Ii 11 ` I! tl It 11 � � II II it it it iI � tI 11 I II II � II il��j II I! It II II � 4 11 II II Ii !I II 11 , 11 iI fl !1 it 11 � tl „ { ii fi � II II;�� Ii {! 11 Il 11 , �1 11 II 11 � II II it 11 it 11 II II II 11 t II 11 II II II 11 it it it ii II I 11 11 tl II II I1 II 11 it II II II II I i! „ � fl II i I! 11 II it II II it �1 iI II tl I it I! li tl � � tl 11 i ---- - - -H - - ii 1 ; i1 - a1 3�O - ' �'� 11� ii - +i - -++- ii ii itt �ii Mii ii - N+-- —t+ - + 4- 4-4- --44— 1- 4-1 -----4-1- 4-- 4- —44- 4-1 44--- --4- __-4- --4-1- 4-1— - 11 II II II II TOP OF:; 5LA13 II it 11 t II 11 I i II It I 1 II 11 11 1 II II t II II II I it II 11 i I It i it it I i it II II 11 II II tl 11 ii II it 012 UP II s 12XIW UP H12XI06 "12X152 UP A&_� \\ UP ( -- U / P I I - A \c� U 191)1/1 I-T --- F1j 80K - 0K 252K 3 F1_27K_j F264K 28K 1375K 1222K 574K WK 1265K "IN5 m � �,54 "21X44 "�IX44 V421X44 kqlaX55 N.27X54 <22 Z 2A 28 23 23 2 z 55.1 (0 j M.95 Is Cow A \ / /i // /' // //� ` \ /' //' // \ 0 'o X, K) L) X1 /x - (T 8 ILE im- wo m MARK COLUMN SIZE BEAM 51ZF V cl^ "e>XI5 k4eaX21 k4aX311 "IOX12 V421 X44 k4l X55 C3 W21 X50 1 C4 25 C5 H55 &X&X51e> CI& HSS 6X&XI12 _ C HS5 8xSX3/86 cia H55 5X8XI12 C H55 aX8X51a CIO H55 IOXIOX112 Cif 7' C12 H55 12XI12X518 % x BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. x x CD FROG. 2R 07.01.05 020 .61X44 07.15.05 < 1^121 7 X X" 1 _ 11 5V35 3 8 ILE im- wo m YJ2 X50 1^121X44 X44 Z��2 HANGING G7 COLUMN TOP OF Z uj z SLAB N 11 55 1 1-42 :20 N IX44 Il42IX44 "'Z, z kqL8X55 k421 X50 20 / WI6X26 55.4 20 x � A 'J" X T.O. 5LA X IZ -1 N e112'-6>" N z� _121X48 kql&X-35 1_121X50 z lt UP --I 7�; 23K 23K 34 1��161 IN r755K I i A - I 1 -1 1201-1 k I' ,� Z T.O. 5 -TIT- A T "K ET I PO(�, LAB E3. HANO R f BEAM POCKE DRAIN POCKET V416X26 "21X48 _ WI8X35 23 " 36K 1Z, u) u- k_�T- x _0 1/2 > 14 to 4- <S 28 23 I 24'-0" X /x a'-q 1/4 Lu 2X210 UP 4V _j F467K 1-416 k440X NZ 1(9*7 X L illi- � "1, (2?) Z � 5PLICE of 30 l JK 55.1 X F�F:�EGA5T FF'A"Nr_z NQTr=5- "12XIq '- ��421X50 0 I Pql2Xl4x P-121 X50 INDICATES TOP OF r-ON(: TOPPING ELEVATION. TOP W OIL < OF CONCRETE ELE TION EOUALS 9>115.0 UNLESS NOTED (D N X X 2. RE: ARCHITECT FOR ALL SLAB 5L�OPES AND FLOOR DRAINS. L 3. RE: MEGHANIGAL AND ELECTRIGA FOR ALL REQUIRED CORED OPENINGS THRU PRE(fAST FLANGES. K N12XI-q kiil,21X50 3b Sb "21X50 4. CAST -IN -PLACE TOPPING ON PREO^5T DOUBLE TEE SLABS SHALL BE 5" MINIMUM THICKNESS NORMAL k4EI&HT CONCRETE. z� / a \t0 Ix 5. RE: ARCHITECT FOR LOCATIO1 DF ALL NON LOAD BEARING MASONRY V4ALLS, X 6. PROVIDE SLAB CONTROL JOINTS ABOVE ALL PREGAST TO PRECAST JOINTS AN 5EALIN ARC - 5 , 0 DETAILS. )x RE. AR C H ITECT FOR AULKIN( G v X D O rrj 62'-5" 0 _____ -IS C,OLUr &C;HEC)U L� MARK COLUMN SIZE BEAM 51ZF x H55 4X4XI/4 "e>XI5 k4eaX21 k4aX311 "IOX12 C2 1 C3 H55 4X4XII2 1 YJ2 X50 1^121X44 X44 Z��2 HANGING G7 COLUMN TOP OF Z uj z SLAB N 11 55 1 1-42 :20 N IX44 Il42IX44 "'Z, z kqL8X55 k421 X50 20 / WI6X26 55.4 20 x � A 'J" X T.O. 5LA X IZ -1 N e112'-6>" N z� _121X48 kql&X-35 1_121X50 z lt UP --I 7�; 23K 23K 34 1��161 IN r755K I i A - I 1 -1 1201-1 k I' ,� Z T.O. 5 -TIT- A T "K ET I PO(�, LAB E3. HANO R f BEAM POCKE DRAIN POCKET V416X26 "21X48 _ WI8X35 23 " 36K 1Z, u) u- k_�T- x _0 1/2 > 14 to 4- <S 28 23 I 24'-0" X /x a'-q 1/4 Lu 2X210 UP 4V _j F467K 1-416 k440X NZ 1(9*7 X L illi- � "1, (2?) Z � 5PLICE of 30 l JK 55.1 X F�F:�EGA5T FF'A"Nr_z NQTr=5- "12XIq '- ��421X50 0 I Pql2Xl4x P-121 X50 INDICATES TOP OF r-ON(: TOPPING ELEVATION. TOP W OIL < OF CONCRETE ELE TION EOUALS 9>115.0 UNLESS NOTED (D N X X 2. RE: ARCHITECT FOR ALL SLAB 5L�OPES AND FLOOR DRAINS. L 3. RE: MEGHANIGAL AND ELECTRIGA FOR ALL REQUIRED CORED OPENINGS THRU PRE(fAST FLANGES. K N12XI-q kiil,21X50 3b Sb "21X50 4. CAST -IN -PLACE TOPPING ON PREO^5T DOUBLE TEE SLABS SHALL BE 5" MINIMUM THICKNESS NORMAL k4EI&HT CONCRETE. z� / a \t0 Ix 5. RE: ARCHITECT FOR LOCATIO1 DF ALL NON LOAD BEARING MASONRY V4ALLS, X 6. PROVIDE SLAB CONTROL JOINTS ABOVE ALL PREGAST TO PRECAST JOINTS AN 5EALIN ARC - 5 , 0 DETAILS. )x RE. AR C H ITECT FOR AULKIN( G v X D O rrj 62'-5" 0 _____ -IS C,OLUr &C;HEC)U L� MARK COLUMN SIZE BEAM 51ZF GI H55 4X4XI/4 "e>XI5 k4eaX21 k4aX311 "IOX12 C2 HSS 4X4X3/8 C3 H55 4X4XII2 1 C4 H55 &X6XI14 C5 H55 &X&X51e> CI& HSS 6X&XI12 k4l&X51 "l&X5& "roX40 C HS5 8xSX3/86 cia H55 5X8XI12 C H55 aX8X51a CIO H55 IOXIOX112 Cif H55 IOXIOX51e;i C12 H55 12XI12X518 C13 H55 12><8X51a - 7. PRECAST SUPPLIER SHALL PROM IJiE ALL EMBEDS REQUIRED FOR STEEL- FRAMING 1-411 2 N21X50 k42IX50 CONNEr-TION5 TO PRECAST CONGR�ETE OR FOR CAST -IN -PLACE r-OW— PE TE CONNECTION TO PRECAST C_ONCR�TE. lt a. PRE(�:,A5T MEMBERS SHALL BE DESIGNED TO SUPPORT ALL LINEAR OR, CONCENTf1,IATEID in LOADS FROM ABOVE. ;iol. 10 1 FXXk SER LIVE LOAD REACTION TO PRECA!eT MEMBERS IXXk 5ER\/I<_ DEAD LOAD REACTION TO PRECAST MEMBERS ---- -- c� "21X50 ------ k21 X50 A� C l. PRECAST BEAMS AND TEES SHALO BE DESIGNED FOR AN ADDITIONAL 20 P5F IN ADDITION TO THE LIVE LOADS �ND ! 5TIRLk--TURE V4EI&HT. CONNECTION TO PRECAST CONCRTE. 10. EDC-,-E5 OF ALL DOUBLE TEE 5 SHALL HAVE SHEAR GONNECTION5 AT a O.G. t+,XIMUM AND ALL DOUBLE TEES SHALL TRANSFER THEIR LOAD THRU CONNE<::,TION5 TO SHEAR WALLS FOR THE LOADS IN_01GATEP ON PL,-,N!5. 1 k UP M 97K F1 2 7 I- 206K V440X215 [3LO 0K � � X 4 X _0_ 0 W PRECAST WALL A -- ---- - - - - - - - -- - - - - - -- ----------------- I I � ' __ F - T 5120 i ii ii ii F TOP OF i ii ii ii i II 11 11 It SLAB !� II II i l 2e5'-6 2&-6" 22'=5 5/4" i i 1 15' - 2 1/4 ( 't If 0 13.2 N 14 N 6 cl If it 11 11 4 ��f�� 11 It II TT � tt t! It 11 ii e�120'-O L EVEL N ti ii ii ii 11 TOP OF 116 1' -O' fLAB rr 1i q Ii 11 1 11 11 II Ii tl c1l T_ fl 11 1;71 li II It 1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCBrrECr OF RECORD Denver, Colorado MASTER PLANNER DESIGNARCI=CT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER m & NEF.M_T, MENG-RMMERS, _TNC AVON, COLORADO MEP ENGINEERS CAIOR, RUMA AND ASSOCIATES, CO DENVER, COLORADO CrVILFNGLN ALPINE ENGINEERING, INC. VAIL, COLORADO IN`I`ERIOR DESIGN SIXFER DESIGNS EDWARDS, COLORADO PROJECT NUI\MER- 6250.00 ISSUE REVISION DATE 001 5E,41"I FREACTION SCHEDULE 01.23.04 BEAM 51ZF BEAM END REACTION le4aXIO "e>XI5 k4eaX21 k4aX311 "IOX12 DD PROG. 2 I^IIOX1q 004 PRICING PKG. 1 "12XI& ;^412XIq N12X22 N12X2& CD PROG 1 _112X30 "12X35 N12X40 1/412X45 Cp) VAI6X26 k4l&X51 "l&X5& "roX40 V416X45 "iebX5 012 V415X55 k4l5X40 1^11SX46 N15X50 013 "5XIb0 k4I5X&5 V415X V41e>X Pq21X50 ".24X55 1-424X&2 1^424X76 NOTE: BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. C l. PRECAST BEAMS AND TEES SHALO BE DESIGNED FOR AN ADDITIONAL 20 P5F IN ADDITION TO THE LIVE LOADS �ND ! 5TIRLk--TURE V4EI&HT. CONNECTION TO PRECAST CONCRTE. 10. EDC-,-E5 OF ALL DOUBLE TEE 5 SHALL HAVE SHEAR GONNECTION5 AT a O.G. t+,XIMUM AND ALL DOUBLE TEES SHALL TRANSFER THEIR LOAD THRU CONNE<::,TION5 TO SHEAR WALLS FOR THE LOADS IN_01GATEP ON PL,-,N!5. 1 k UP M 97K F1 2 7 I- 206K V440X215 [3LO 0K � � X 4 X _0_ 0 W PRECAST WALL A -- ---- - - - - - - - -- - - - - - -- ----------------- I I � ' __ F - T 5120 i ii ii ii F TOP OF i ii ii ii i II 11 11 It SLAB !� II II i l 2e5'-6 2&-6" 22'=5 5/4" i i 1 15' - 2 1/4 ( 't If 0 13.2 N 14 N 6 cl If it 11 11 4 ��f�� 11 It II TT � tt t! It 11 ii e�120'-O L EVEL N ti ii ii ii 11 TOP OF 116 1' -O' fLAB rr 1i q Ii 11 1 11 11 II Ii tl c1l T_ fl 11 1;71 li II It 1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCBrrECr OF RECORD Denver, Colorado MASTER PLANNER DESIGNARCI=CT HART I HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER m & NEF.M_T, MENG-RMMERS, _TNC AVON, COLORADO MEP ENGINEERS CAIOR, RUMA AND ASSOCIATES, CO DENVER, COLORADO CrVILFNGLN ALPINE ENGINEERING, INC. VAIL, COLORADO IN`I`ERIOR DESIGN SIXFER DESIGNS EDWARDS, COLORADO PROJECT NUI\MER- 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21-04 005 CD PROG 1 01-14-05 006 PERMIT /BID 02.15.05 Al PERMIT REV, 03.24.05 009,L3 ADDENDUM 3 05.23.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06-03-05 017 CD FROG. 2R 07.01.05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07-29.05 C D moiscr N PROJECT KEYPLAN PARTIAL UPPER LEVEL GARAGE S I 10.2B {� 2 - - - - - ` DN m m 0 X -- - -- i I N i i X X X X X X X I X X + -� 1! Y ! ! I ' F.3 ��c -- 7.8 .1 _ N_ _ _ 0 0 0 _0 0 _ 0 0 N Q I m g" m PEN. I I - - - - - - - m N ! I 0- -- I t � y 3 � \ til r !( �: ' , p X W12Xig , +s I WIbX26 �c3 cs I G3 UP G► UP II 6 m BEAR ON i I j +a i� 9. + V412>04 _ F.6 6' -10 I/4" 6' -10 I/4" �' -I" �' -i" G4 DN �G2 [)N II I Q to t0 �...��. O MIN j A : z Z z �- - G t - tfF� F.7 G5 UP 2 -O I ik +�@ fi "� :a p Q D +� - - - - in ,n - �1 ,n ` G2 DN N V V V d V V d - -- - -- - - - W16X26 20 6,, O �� (p WI2 W12Xiq + G - gs o �o -tI t( >: WI4X48 Gb UP ! UP 10 q I N ♦ `` - - _ 1 c Y� �' ;•::,= PEN. I PEN. 3 II WI6XSq I lilt 9 Au o a a G 0 7 N N �o N D 'P G D C ! P ( U G U i G 0 I 0 v i 0 0 _ 65 65 1 P N b X 8" E \ 55, - _j I .9 .fES: 6'. N N , N d •.cal..: °::•`,:�.> N 'ty G2 D i G2 D 0 s s : O 1 P - I P X U G U a ( _ G I 0 + a - m - 0 - - W 4 231 K N 1 OX 5 t 2 + 6 W 6X2 - J� DN X 1 I G2 ON G + 1 - - - - - - - - - - - - - - 3 3 h G.5 1 - W 2X1� Q Q L i - - I >�n - I - i I + I 1 0 x� 8 I N 4' b' r + i X 0 N ft, :,'�':;. • >''`• - - N - _. - - TOP F I _ ? ( G.7 :: ! 8' O' I 1 -' ::. •. I 137 I - SLA >��`i:;•:.• i I -6' 23' -O" -6' S` -5' J 0 11 a >n � .9 - - - _ i WI6X 6 I WI4JC G Wi2X22 UP UP G 4 3/4" t�V G5 UP I 1 I 5 G4 UP \ i ( 0 55.1 X 8 DN PEN. = I -- _ _ _ _ _ _ _ _ .__ ®_ _ _ - _ _ _ _ - � � G5 DN G4 DN 0 - ' I 'r i ! I 0 8.3 \ H.25 - ' - _ 0 l I m � °rD's�£if;� °•,�5;:, N O E� R ON X N 1,416X266 1,416X266 E f n► P I `_r 13 I i / - UMN )( OIL X - -1 �\ X I N W I OX30 �9 le I a `9 \� W 14 30 [V 55.I - _ - - - - - - - - - - - - - - H 4 = I # :fit 3 IN I tT T _3, i I I r 6 U � �--�- I 04 UP r WI t _ D it _ i I - I N { { Wt 4 48 G5 DN - - - 0 1 WIOX! - - I G2 UP Q � I I G4 DN 11.4 20.0 2 \ � \1 J.24 +� WIOX30 15 20 WIb 26 X to WIOX60 m �� \ N 1 1 0 0 N x �� Q (� / �3 .0" \ J A �� J.35 l L 6.95 CL 1 55.1 X \ X ; + ., gip. n:.:::.:: 1 55. 4 _ WSxlo / 7 J. - - _ - - - - -I- - ! i \ 6" _ I ff ' � W 438 � �kt��?«✓ °: ( / \�'.(�' \ /' X .\ W12X22 I I WI6 W 4 48 _ � 0�` J.75 ttl N G2 UP I I I G3 U UP i 03 U ' i I I I i s - I I I I I s G3 DN I I �� G5 DN II !I G L� i 1 N O G5 I I d \ i 6 ._ I I (S \ \ \ ' = - � 1a le N X \ P O " "X X �� WI6X26 X �_� + N 13 W12Xiq 1 30 Gi ON -2' i I a m SPL i G , SPLICE Q - I �� I \2� N G5 UP PEN. G4 UP I I G5 llP G5 UP G4 U 11 , _ , G! UP - - ' i 1 � � - - - -` %;i \ p Qr1 6' -5 5 6" 4' -b II/ib' 4' -b 11/1 N W 14 2 N G i D I 1 Gb DN n ` ! 21 Gg Pill O 2 G pi� D i - -- -r- _ - - P> G5 G5 D ydt4X 2 WI6X57 ! �� 4 I C / ^ - - \1' G� \ \ N UP - \ N 1 �Y N i' i 16.3 16.4 16.7 i 6.8 17 WIOX33 23 - 0 � WIOX g �� : , • ::, Y I O\ I - G2 DN O VaV� GO A\V r - -- I - i �_-- N ; a3�r , ''`�:, E ._.-11 2 •_Q'• ` ( i N I ( ( I t \ i -' X I I � I 1 X \ A lS \ e , o „ PEN. 55.1 X �` II� X i N GI UP m N a N 45 �i I N I X \� X I X U - ,u i ; X / CV _ I \ �GI UP t W I OX 12 \\ k 8'- i g' -O G2 DN 0 I ``� \ \• \\ C4 -�` 3 5' -O' NIOX12 I G3 [)N < - . „ \ V = i - - - - WIOX3q ; ��-- F. n \ \ W16X36 � O W1OX Wi X3I - -- 25 \� �� a 0 0� Y ', x WIOXI2 \ \ \ \ \ G5 UP i \ ' / X X dZi t -`f�,f 4 I `1 �i" "1_L- �\ i i \ o I 1 o o ( I c> o �7 1 ,1 \62 UP \_ N - - - -- - - _ = I G DN W12Xig G4 ( { ( WI2Xi4 - -- N R FI �o f I � 4 12X v A v � + �, a0 S !- ��• 0 Y r • " ° > .�' ; �;; I - V_ - -_ --{ I I � ii' � ' - � \ \A� �'. � (� � �5 A. 0 DN X \� v 0� IWiOX12 I i I \ V A \' \V �\ ' ( I \ � r I J �- 2 \I I - i 8 t 'r � . ff � Jl Q? \ \ 400 C-2 UP & v � PK \ •< :�.. � ` \ � t k "'[i WIOX12 I WIOX12 1 I G� � 2;\ �i \ \d\ \i \ ,\ \\\ , i" tK ivy \ ry \ Q �A � k Uj`�' V� Q � U `Y 8' -7 1/4 2 3 7' -3" 2 4 ' -O" I I I -G i/4" - -R 3/4 \ \ \ h , \ \ coq \ \ Dr v \ v (> i 9 s.6 10 "d.4 i 1.3 1 1.0 12.4 p 12.8 /\ \ ,`7� \ v vQ��_ o � 0'y o� \ 5 T E E L F RAM i Nr_:z NOTES: U 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL 41 S. f \ �j WEIGHT CONCRETE ON 2" 18 -A. METAL DECK. MINIMUM COMPOSITE DECK to A �\ ` 1C'\ \ \ ;! 47 D '10 SECTION REQUIREENTS AREAS FOLLOP Ix = .55 7 in`f 5x = .51� i c 2 �' Gb \ / \ ��` Q - \ 0 O, - } a Y UI yj \,� CONCRETE SLAB SHALL BE REINFORCED WITH 6X6 W2.1 X W2.1 W.W.F. AND #4 X 4' -O ". �°+ " ; " M AT DE BEAMS. \ 1 2' -O" O.G. ABOVE G1R R \ J - Q \O - I - � �\ /,r\Q� �� 2. ALL BEAMS SHALL HAVE 3/4" DIAMETER X 3 V2" HEADED ANCHOR STUDS U, P �� D� SPACED 1' -0" ON CENTER UNLESS NOTED OT ERWISE BY [XX]. V� 4� O, v O a \ /� 3. [] INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLE55 IT 15 \, Ile LABELED UP ONLY. COLUMNS C AN BE GONTiNU0U5 WHEREVER POSSIBLE. \ \ 5. FL OOR OPENINGS SMALLER THAN 8" DIAMETER SHALL BE GORE- DRILLED .1 10 10 6. FLOOR OPENINO5 LARGER THAN 8" cD AND SMALLER THAN I' -6" X i' -6" SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X b' -O" �S� A v� I v �X �� _ _ EACH 51DE AND (2) - #5 X 2' -0" EACH CORNER DIAGONALLY IN THE SLAB. r \ \�,, r � O° � � �.�\ � �. FLOOR OPENINGS LARGER THAN I' - X I' -6" SHALL BE SUPPORTED WITH \•\\ %' \ ,,- ''! \ % \ \ � / AN L4X4X3 /b SUPPORT FRAME. LARGER OPENINOS REQUIRE WIDE FLANGE BEAM FRAMING. RE= MECHANICAL AND ELECTRICAL FOR ALL OPENINGS. 8. {XX "j INDICATES BEAM CAMBER. ALL WiDE FLANGE STEEL BEAMS SHALL BE 50 KSI GRADE STEEL, GONFORMIN& TO ASTM 4gg2. � / \ 10. INDICATES TOP OF CONCRETE 5LAB ON METAL DECK ELEVATION. O, / COMPOSITE METAL DECK REQUIREMENTS / \� - q' -6" 2 SPAN CONDITION: 20 GAGE cy - g' -6" i SPAN CONDITION: 0 0AGE 11. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION, TOP OF STEEL ELEVATION 8177' -6 1/2 ". \ \ r \ \`� 0 / 12. INDIGATE5 FULL MOMENT CONNECTION. INDICATES EXTERIOR DECK FRAMING. SLAB ON METAL DECK SHALL r- l BE 4 1/2" - 3 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON I" - 22 GAGE ( \ \ METAL DECK. MINIMUM DECK SECTION REQUIREMENTS ARE A5 FOLLOWS: "0 ix = 0.073 in4 Sx = 0.134in3. CONCRETE SLAB SHALL BE REINFORCED WiTH i 6X6 W2.G X W2.q W.WF. HEADED ANCHOR STUDS ARE NOT REQUIRED AT BALCONY \ i' f � \ ✓ \ BEAMS OUTSIDE OF EXTERIOR WALLS. 14. B.P. i INDICATES BEAM PENETRATION. RE: SECTION 6/55.2 FOR REINFORCEMENT. U / 6 GOLUi' SGNEDULE MARK COLUMN 51ZE C1 HSS 4X4X114 C2 HSS 4X4X3/8 C3 i C4 HSS 6X&XI/4 c5 HSS 6X&X3 1a C& H55 6X6X1 /2 0 H55 f3XE5X3/8 II H55 aXSXI /2 C9 ' CIO N_ Cii 1 612 HSS 12Xl2X5 /S C13 HS5 12X8X518 1 WIOXI2� G.2 - - I G{ DN -- - -- - t G + 1 - - - - - - - - - - - - - - 3 3 h G.5 1 - W 2X1� Q Q L i - - I >�n - I - i I + I 1 0 x� 8 I N 4' b' r + i X 0 N ft, :,'�':;. • >''`• - - N - _. - - TOP F I _ ? ( G.7 :: ! 8' O' I 1 -' ::. •. I 137 I - SLA >��`i:;•:.• i I -6' 23' -O" -6' S` -5' J 0 11 a >n � .9 - - - _ i WI6X 6 I WI4JC G Wi2X22 UP UP G 4 3/4" t�V G5 UP I 1 I 5 G4 UP \ i ( 0 55.1 X 8 DN PEN. = I -- _ _ _ _ _ _ _ _ .__ ®_ _ _ - _ _ _ _ - � � G5 DN G4 DN 0 - ' I 'r i ! I 0 8.3 \ H.25 - ' - _ 0 l I m � °rD's�£if;� °•,�5;:, N O E� R ON X N 1,416X266 1,416X266 E f n► P I `_r 13 I i / - UMN )( OIL X - -1 �\ X I N W I OX30 �9 le I a `9 \� W 14 30 [V 55.I - _ - - - - - - - - - - - - - - H 4 = I # :fit 3 IN I tT T _3, i I I r 6 U � �--�- I 04 UP r WI t _ D it _ i I - I N { { Wt 4 48 G5 DN - - - 0 1 WIOX! - - I G2 UP Q � I I G4 DN 11.4 20.0 2 \ � \1 J.24 +� WIOX30 15 20 WIb 26 X to WIOX60 m �� \ N 1 1 0 0 N x �� Q (� / �3 .0" \ J A �� J.35 l L 6.95 CL 1 55.1 X \ X ; + ., gip. n:.:::.:: 1 55. 4 _ WSxlo / 7 J. - - _ - - - - -I- - ! i \ 6" _ I ff ' � W 438 � �kt��?«✓ °: ( / \�'.(�' \ /' X .\ W12X22 I I WI6 W 4 48 _ � 0�` J.75 ttl N G2 UP I I I G3 U UP i 03 U ' i I I I i s - I I I I I s G3 DN I I �� G5 DN II !I G L� i 1 N O G5 I I d \ i 6 ._ I I (S \ \ \ ' = - � 1a le N X \ P O " "X X �� WI6X26 X �_� + N 13 W12Xiq 1 30 Gi ON -2' i I a m SPL i G , SPLICE Q - I �� I \2� N G5 UP PEN. G4 UP I I G5 llP G5 UP G4 U 11 , _ , G! UP - - ' i 1 � � - - - -` %;i \ p Qr1 6' -5 5 6" 4' -b II/ib' 4' -b 11/1 N W 14 2 N G i D I 1 Gb DN n ` ! 21 Gg Pill O 2 G pi� D i - -- -r- _ - - P> G5 G5 D ydt4X 2 WI6X57 ! �� 4 I C / ^ - - \1' G� \ \ N UP - \ N 1 �Y N i' i 16.3 16.4 16.7 i 6.8 17 WIOX33 23 - 0 � WIOX g �� : , • ::, Y I O\ I - G2 DN O VaV� GO A\V r - -- I - i �_-- N ; a3�r , ''`�:, E ._.-11 2 •_Q'• ` ( i N I ( ( I t \ i -' X I I � I 1 X \ A lS \ e , o „ PEN. 55.1 X �` II� X i N GI UP m N a N 45 �i I N I X \� X I X U - ,u i ; X / CV _ I \ �GI UP t W I OX 12 \\ k 8'- i g' -O G2 DN 0 I ``� \ \• \\ C4 -�` 3 5' -O' NIOX12 I G3 [)N < - . „ \ V = i - - - - WIOX3q ; ��-- F. n \ \ W16X36 � O W1OX Wi X3I - -- 25 \� �� a 0 0� Y ', x WIOXI2 \ \ \ \ \ G5 UP i \ ' / X X dZi t -`f�,f 4 I `1 �i" "1_L- �\ i i \ o I 1 o o ( I c> o �7 1 ,1 \62 UP \_ N - - - -- - - _ = I G DN W12Xig G4 ( { ( WI2Xi4 - -- N R FI �o f I � 4 12X v A v � + �, a0 S !- ��• 0 Y r • " ° > .�' ; �;; I - V_ - -_ --{ I I � ii' � ' - � \ \A� �'. � (� � �5 A. 0 DN X \� v 0� IWiOX12 I i I \ V A \' \V �\ ' ( I \ � r I J �- 2 \I I - i 8 t 'r � . ff � Jl Q? \ \ 400 C-2 UP & v � PK \ •< :�.. � ` \ � t k "'[i WIOX12 I WIOX12 1 I G� � 2;\ �i \ \d\ \i \ ,\ \\\ , i" tK ivy \ ry \ Q �A � k Uj`�' V� Q � U `Y 8' -7 1/4 2 3 7' -3" 2 4 ' -O" I I I -G i/4" - -R 3/4 \ \ \ h , \ \ coq \ \ Dr v \ v (> i 9 s.6 10 "d.4 i 1.3 1 1.0 12.4 p 12.8 /\ \ ,`7� \ v vQ��_ o � 0'y o� \ 5 T E E L F RAM i Nr_:z NOTES: U 1. SLAB ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL 41 S. f \ �j WEIGHT CONCRETE ON 2" 18 -A. METAL DECK. MINIMUM COMPOSITE DECK to A �\ ` 1C'\ \ \ ;! 47 D '10 SECTION REQUIREENTS AREAS FOLLOP Ix = .55 7 in`f 5x = .51� i c 2 �' Gb \ / \ ��` Q - \ 0 O, - } a Y UI yj \,� CONCRETE SLAB SHALL BE REINFORCED WITH 6X6 W2.1 X W2.1 W.W.F. AND #4 X 4' -O ". �°+ " ; " M AT DE BEAMS. \ 1 2' -O" O.G. ABOVE G1R R \ J - Q \O - I - � �\ /,r\Q� �� 2. ALL BEAMS SHALL HAVE 3/4" DIAMETER X 3 V2" HEADED ANCHOR STUDS U, P �� D� SPACED 1' -0" ON CENTER UNLESS NOTED OT ERWISE BY [XX]. V� 4� O, v O a \ /� 3. [] INDICATES TUBE STEEL COLUMN DOWN ONLY. 4. INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLE55 IT 15 \, Ile LABELED UP ONLY. COLUMNS C AN BE GONTiNU0U5 WHEREVER POSSIBLE. \ \ 5. FL OOR OPENINGS SMALLER THAN 8" DIAMETER SHALL BE GORE- DRILLED .1 10 10 6. FLOOR OPENINO5 LARGER THAN 8" cD AND SMALLER THAN I' -6" X i' -6" SHALL BE BLOCKED OUT AND REINFORCED WITH (2) - #5 X b' -O" �S� A v� I v �X �� _ _ EACH 51DE AND (2) - #5 X 2' -0" EACH CORNER DIAGONALLY IN THE SLAB. r \ \�,, r � O° � � �.�\ � �. FLOOR OPENINGS LARGER THAN I' - X I' -6" SHALL BE SUPPORTED WITH \•\\ %' \ ,,- ''! \ % \ \ � / AN L4X4X3 /b SUPPORT FRAME. LARGER OPENINOS REQUIRE WIDE FLANGE BEAM FRAMING. RE= MECHANICAL AND ELECTRICAL FOR ALL OPENINGS. 8. {XX "j INDICATES BEAM CAMBER. ALL WiDE FLANGE STEEL BEAMS SHALL BE 50 KSI GRADE STEEL, GONFORMIN& TO ASTM 4gg2. � / \ 10. INDICATES TOP OF CONCRETE 5LAB ON METAL DECK ELEVATION. O, / COMPOSITE METAL DECK REQUIREMENTS / \� - q' -6" 2 SPAN CONDITION: 20 GAGE cy - g' -6" i SPAN CONDITION: 0 0AGE 11. <XXX' -XX "> INDICATES TOP OF STEEL BEAM ELEVATION, TOP OF STEEL ELEVATION 8177' -6 1/2 ". \ \ r \ \`� 0 / 12. INDIGATE5 FULL MOMENT CONNECTION. INDICATES EXTERIOR DECK FRAMING. SLAB ON METAL DECK SHALL r- l BE 4 1/2" - 3 1/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON I" - 22 GAGE ( \ \ METAL DECK. MINIMUM DECK SECTION REQUIREMENTS ARE A5 FOLLOWS: "0 ix = 0.073 in4 Sx = 0.134in3. CONCRETE SLAB SHALL BE REINFORCED WiTH i 6X6 W2.G X W2.q W.WF. HEADED ANCHOR STUDS ARE NOT REQUIRED AT BALCONY \ i' f � \ ✓ \ BEAMS OUTSIDE OF EXTERIOR WALLS. 14. B.P. i INDICATES BEAM PENETRATION. RE: SECTION 6/55.2 FOR REINFORCEMENT. U / 6 GOLUi' SGNEDULE MARK COLUMN 51ZE C1 HSS 4X4X114 C2 HSS 4X4X3/8 C3 HSS 4X4X112 C4 HSS 6X&XI/4 c5 HSS 6X&X3 1a C& H55 6X6X1 /2 c 1 H55 f3XE5X3/8 CS H55 aXSXI /2 C9 H55 SX8X5 /8 CIO H55 iOXIOXI /2 Cii HSS IOXIOX5 612 HSS 12Xl2X5 /S C13 HS5 12X8X518 � BEAM REACTION SG?4EDULE BEAM SIZE BEAM END REACTION WSXIO k4ef Xl5 PgeF X21 WSX31 WIOX12 8K WIOXiq WI2X14 Wi2X16 W12XIq 1 W12X26 ib W12X30 1 W12X40 W12X45 W16X26 1-416X-31 1 W16X36 "6X40 0 26K Wi6X45 W16X57 W18X35 WIbX40 1 WIbX50 36 W18X60 WI8X65 WISX71 WISX7b Pg21X50 W24X55 W24X62 W24X76 55 NOTE: BEAM END REAGTION5 INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. 15. B.P.4 o INDICATES 4' cD UNREINFORGED BEAM PENETRATION CENTERED IN DEPTH \ OF BEAM. ASSUME 50 PER FLOOR." 16. '�••,�.� .�.n� ; INDICATES MECHANICAL ROOF FLOOR FRAMING. FLOOR SHALL BE 4 1/2" CONCRETE SLAB ON 2" - 20 OA. METAL DECK W1TH - SECONDARY SLAB \ ABOVE WATERPROOF MEMBRANE AND PROTECTION BOARD. 17. ALL GORE WALL5 TYPE El FROM LEVEL 5 TO ROOF, ALL GORE WALL5 TYPE F21 FROM LEVEL 2 TO LEVEL 5. 1 18. ALL METAL STUDS 18 OA<FE AT 16" O.G. ALL WINDOW AND DOOR HEADERS ARE BUILT FROM (2) -6" TRACK (16 GAGE) AND (2) -6" CSJ STUDS WITH (3) STUDS EACH END. ig. RE: SHEET 52.1 FOR LOOSE LINTEL SCHEDULE FOR STONE VENEER SUPPORT 20. PROVIDE #3 AT i' -O" EACH WAY IN SLAB AT EACH STONE VENEER FIREPLACE. 21. � INDICATES X -BRACE LOCATION, REFER TO X -BRACE "X" DETAIL SHEETS FOR ELEVATIONS AND CONNECTIONS. 22. INDIGATE5 SERVICE WIND LOAD. 23. XXk E� INDICATES SERVICE 5E15MIG LOAD. 24. ALL STEEL BEAMS REQUIRE EMBED PLATE AT CONCRETE WALLS (TYPICAL ALL LEVELS). 25. * INDICATES PLATED BEAMS. RE: SCHEDULE SHEET 54.1 () DENOTES PLATING CASE. 4 T f 4 N LEVEL 5 Ff;;:�AMINC-::; ALAN = 1' -0" OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTERPLANNER DESIGN ARC HrMCT HART I HOWERTON NEW YORK, NEW YORK ST UIC' t g\rGINrcn MONROE & NEWELL ENGINEFd2S, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. D ENVER, COLORADO CIVIL ENGINIMR. ALPII.TE ENGINEERING,INC VAIL, COLORADO IN1`ERIOR DESIGN S LIIiER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04,12.04 003 DD PROD. 2 05.21.04 004 PRICING PKG. 06.21.04 I 005 CD PROD. 1 01.14.05 006 PERMIT /BID _ 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01 A5 023 ADDENDUM 14 07.29.05 C D �V MOB= N PROJECT KEYPLAN LEVEL 5 FRAMING PLAN S115B 15. B.P.4 o INDICATES 4' cD UNREINFORGED BEAM PENETRATION CENTERED IN DEPTH \ OF BEAM. ASSUME 50 PER FLOOR." 16. '�••,�.� .�.n� ; INDICATES MECHANICAL ROOF FLOOR FRAMING. FLOOR SHALL BE 4 1/2" CONCRETE SLAB ON 2" - 20 OA. METAL DECK W1TH - SECONDARY SLAB \ ABOVE WATERPROOF MEMBRANE AND PROTECTION BOARD. 17. ALL GORE WALL5 TYPE El FROM LEVEL 5 TO ROOF, ALL GORE WALL5 TYPE F21 FROM LEVEL 2 TO LEVEL 5. 1 18. ALL METAL STUDS 18 OA<FE AT 16" O.G. ALL WINDOW AND DOOR HEADERS ARE BUILT FROM (2) -6" TRACK (16 GAGE) AND (2) -6" CSJ STUDS WITH (3) STUDS EACH END. ig. RE: SHEET 52.1 FOR LOOSE LINTEL SCHEDULE FOR STONE VENEER SUPPORT 20. PROVIDE #3 AT i' -O" EACH WAY IN SLAB AT EACH STONE VENEER FIREPLACE. 21. � INDICATES X -BRACE LOCATION, REFER TO X -BRACE "X" DETAIL SHEETS FOR ELEVATIONS AND CONNECTIONS. 22. INDIGATE5 SERVICE WIND LOAD. 23. XXk E� INDICATES SERVICE 5E15MIG LOAD. 24. ALL STEEL BEAMS REQUIRE EMBED PLATE AT CONCRETE WALLS (TYPICAL ALL LEVELS). 25. * INDICATES PLATED BEAMS. RE: SCHEDULE SHEET 54.1 () DENOTES PLATING CASE. 4 T f 4 N LEVEL 5 Ff;;:�AMINC-::; ALAN = 1' -0" OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTERPLANNER DESIGN ARC HrMCT HART I HOWERTON NEW YORK, NEW YORK ST UIC' t g\rGINrcn MONROE & NEWELL ENGINEFd2S, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. D ENVER, COLORADO CIVIL ENGINIMR. ALPII.TE ENGINEERING,INC VAIL, COLORADO IN1`ERIOR DESIGN S LIIiER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04,12.04 003 DD PROD. 2 05.21.04 004 PRICING PKG. 06.21.04 I 005 CD PROD. 1 01.14.05 006 PERMIT /BID _ 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01 A5 023 ADDENDUM 14 07.29.05 C D �V MOB= N PROJECT KEYPLAN LEVEL 5 FRAMING PLAN S115B C D �V MOB= N PROJECT KEYPLAN LEVEL 5 FRAMING PLAN S115B E M C) O N 1 d7 tf> J S W W J 0 m 0 a Q s x 1 2.2 4 j 4.4 (�) 5.7 (6 j &.3 6.5 7 8 8.4 9 9.3 10 10.2 11 Q QOO Y 1.� �./ Q Q I � I ! ! I i , I 9.2 � 2' -0 " 10' -iI'� 20' -b" I - b" a' -O" b' -O" 15' -O" 15' -O" -O" i i 15' -O" IS' -O" 15' -O" 5 ' - 4" 5' - 4 1/4° T ` 2' -0" iii E ' I I II 1 N I y1410X1 w ry WIO 12 IN Gb P - 65 UP I 1 I " ' :`�i • is {tit::.' }r:� ;; i I i I i I Gb I I :�:: • 1 I 05 ON i f 13 t 0 WIOX 3 X - XO p _ 04 UP G5 UP " - 04 ON W12X2b GS DN N WIOX3q ,� PEN. . 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I te r--� �_ PENETRATION SPLiC�E I1 UP r i \ I 3 Q i 6- 7/ 4' -10 me> 5' -1 1/4" 1V L 1 4 L4x22_ I W{ 14 _._.__.____ ELEVATOR #10 OXb� .� 1 - e -- i m O ii Q 3 UP Q I ( 4 9 LIX _ � <2X I WIOX22 � it N ! D ' s � x r� ---- wa . r,& AN A i �- DD PROG. 1 Al 003 DD PROG. 2 Q ° /I , 06.21.04 005 CD PROG. 1 01.14.05 I PERMIT /BID m A 1 20 I N � !b" X 8" PEN. �0 V41 X26 CD PROG. 2 y�gx�o .�. •ti`s a� :,`3r�c 06.03.05 m op 016 ADDENDUM 8 06.20.05 017 CD PROG. 2R 07.01.05 020 j r X 's WIOX50 15 20 \� I ol m x Fi # (� { 6.25 L __. I ! j WloXbo 1 1 X _ - i107ZT WIOX22 L- ra I WIOX26 i 2r tl I 64 UP ° 55.1 :! I a 6 F{ 4� I x r� ---- wa . r,& AN i ( i ; ! 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WI4 I - ; 1X30 - -� I _ N ' i G5 UP `_` W 12X22 � 61 UP I i i II \_ _ 1 !1 r 5 „ "' G4 UP f _ i i I I G5 ON �i � ° F � DAf3 = _ __ + I � GS Dx � , PEN. _ I - ._ ._._____ _ _____. _ __._ -_.. _. ______ _ _ ._ ----_ __ ___� _ ._._._. _.._ .______ _. _.� _. __� _ ___- __ _._. �' - � O i XI > _ .____ S5.1 O r 2' - -' I� i it g m i � i I _ .� -- i G4 ON .3 / i.2 __ -_ _Is - -- - - 0 E3E .1� ON - OIUMN x i X ry K WIG7X30 K � I { j , � '� �t� E � � Wi4 t j 55.1 -_ I� I N.4 i " N.6 _- - -i - i C UP _ I I Ell _W�22__� 1 x WI4�C48 05 ON l (1 zY 1 1 _ -�_ _ __ _ _ ( WIbX2b � I 62 UP A i �- DD PROG. 1 Al 003 DD PROG. 2 05.21.04 ° /I , 06.21.04 005 CD PROG. 1 01.14.05 I PERMIT /BID I i G4 ON r'I A 1 20 i 012 CD PROG. 2 05.27.05 .�. •ti`s a� :,`3r�c 06.03.05 016 ADDENDUM 8 06.20.05 017 CD PROG. 2R 07.01.05 020 j r X 's WIOX50 15 20 \� I f { WIbX2b " m x Fi # (� { L __. I ! j WloXbo 1 1 X ° 55.1 :! I a 6 F{ 4� I W8X10 1 T 4 W12X22 38 J.2 ' �l \' J.24 - - r -j Q <4CL J.35 N _ iq \ 6 �•.. J.36 ' 1 G2 UP !' G3 U 4 UP i I A _ `� N ul / j � � I � I ( G3 U Y�� A 1 �\ O , I I O +/ G3 DN i I L ! 05 ON f I G5 N 1 ! G5 x 'a, I WIbX26 i 1 8 X W12x N r3 t t _ XI .9 I� W "4f 3o I ( \ ( 0- �2 K.15 11 X - =0" __ _ ..._ - W. i it sPL IG 1 1 � 1 i ._. � -- -- - PEN. G4 UP GS UP 1 G4 U� GI UP � � i 3 � G5 UP a, G5 UP i SPLIGE I ' 1 1' � i II r ( G5 DN Wt4 �2 G5 ON � �_�.�^ i _ DN �i G5 WIO 2 G DN - - 3 i -- I W14X 2 ; ' �\�` G� i I �1 � � ._...___.___ ____._ _ �- �� v -1_ , j 16.3 16.4 16.7 - - - cl -t w - --- - I- - 1 f W IOX33 73 y 1 - - _ _�- O O N - � -- - -�.Pv3 N � .hit0�5� I 1 , DD PROG. 1 Al 003 DD PROG. 2 05.21.04 �' -; /•tI Q x•3.3• ,. J.2 ' �l \' J.24 - - r -j Q <4CL J.35 N _ iq \ 6 �•.. J.36 ' 1 G2 UP !' G3 U 4 UP i I A _ `� N ul / j � � I � I ( G3 U Y�� A 1 �\ O , I I O +/ G3 DN i I L ! 05 ON f I G5 N 1 ! G5 x 'a, I WIbX26 i 1 8 X W12x N r3 t t _ XI .9 I� W "4f 3o I ( \ ( 0- �2 K.15 11 X - =0" __ _ ..._ - W. i it sPL IG 1 1 � 1 i ._. � -- -- - PEN. G4 UP GS UP 1 G4 U� GI UP � � i 3 � G5 UP a, G5 UP i SPLIGE I ' 1 1' � i II r ( G5 DN Wt4 �2 G5 ON � �_�.�^ i _ DN �i G5 WIO 2 G DN - - 3 i -- I W14X 2 ; ' �\�` G� i I �1 � � ._...___.___ ____._ _ �- �� v -1_ , j 16.3 16.4 16.7 - - - cl -t w - --- - I- - 1 f W IOX33 73 y 1 - - _ _�- O O N - � -- - -�.Pv3 N � SD I 1 , DD PROG. 1 I 003 DD PROG. 2 05.21.04 004 _ PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 I PERMIT /BID I !! A PERMIT REV. 04.07.05 WIOX a �i °' G2 ON L Z 1 2'_O' _ LIGE O �.�' ! SPLIGE I q X X 011 51 op PEN. �s "'' \\ \ �. 55J �p r „ o • - X � \✓ � �� (P> d m - X �� _fit. �, ;b X a N Gl UP X X ry N �+ i N X (T`Y UP I i ;j WIOXt2 G3 DN W IOXSa io 0 � ;fy:> � / � , 'b ✓�yx. '':9 .i*'a .- \ .._ ,_i. i Nt I > . 1 \ V. Y ' 1J'\ �� i•+ I ^r 'A' I 7 1 \ `( \ \ 0 N �� la 55.1 � X � 0 a Cn i L rC"� .rte r ■ _ n ■ ■�" , .., ay. ,.:, n ^. ,�' � -;i . W 1 n u I '� 1 \ /t I � � \ I i ` \\ � 1 � � \\ .. N LEVEL 5 F RA�f [ NC-::; F=L SEE FRA"[NG:x NOTES AND SC44EDULES ON SHEET 611SE3 SEE ROOF FR,4M1NG NOTES ON SHEET 511 15 42' - 1/4" Denver, Colorado MASTER PLANNER DESIGN ARCHrMCT I TART I HOWERTON NEW YORK, NEW YORK VT TTT TP � Tz N T GRN r 'r MONROE & NEWELL ENGINEERS, LNC AVON, COLORADO MEP ENGINEERS CATOR RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL. ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE � 002 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 _ PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 A PERMIT REV. 04.07.05 012 CD PROG. 2 05.27.05 .�. •ti`s a� :,`3r�c 15 42' - 1/4" Denver, Colorado MASTER PLANNER DESIGN ARCHrMCT I TART I HOWERTON NEW YORK, NEW YORK VT TTT TP � Tz N T GRN r 'r MONROE & NEWELL ENGINEERS, LNC AVON, COLORADO MEP ENGINEERS CATOR RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL. ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE � 002 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 _ PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 A PERMIT REV. 04.07.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 016 ADDENDUM 8 06.20.05 017 CD PROG. 2R 07.01.05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 .r v� B A N PROJECT KEYPLAN LEVEL 5 FRAMING PLAN S115C 12.9 00 ( I 42' -8 1/4" 15 I 42' - f /4" 1 7 7.9 19 f f 11 1 i Au , = I G5 ON r W14 1 t WIOX12 - :::'' : rc TY PiGAL X t- ;; - 7 PLACES ' 1 01 ON ON > 1.2 -- EN. � 1J J I I� d' X �t 4 V iv W d �� X I J 3 UP ,4 ON I _ o Q V' !fV _O i� r O 55.1 XI DN - WIEiX51 - , H.6 � € � K - J -� _ _ � _ _� _ H10 ` o I ( � G2 N N � I ( I O >.0 �i J.24 -- - -- - - - - { - G4 I x r !� �, s - - -- >V O 1 1 C-2 ON 6,4 vy O ` Isk Wl X12 -- V� \ p g ( GI ON I G4 ON (D , R L Y X 4' -b ilifb' 4' -b Ilfib' > �� 16.3 16.4 16.7 16.8 17 17.4 17.5 17.6 (1 , �- O GA 40 N b J J H N b N m A U S z ; 19.6 24 2 i 22 23 24 { I I I I I I I I i 1 5'- 5' -8 1/2" , I � I I I I r + I I I 19.5 22.5 1 3.4 3.4 23.5 i - 7'-105/4" I 1 1 I a -8' 12' I I ! ! { _ Gi ON q „ T - � G2 ON i Cs� F,>N V x w I e 5; ;�. -:id1 waX - -- 55.1 ' � • i�:,.: 55.1 - PENETRATION PEN TRATION - :: :`+ •:: W1OXi2 N x WI X12 _ cj X �O Q O` 52 G5 ON Gl D W14X 2 WIDXIq WlOX26 O "! Xiq - - G5 ON G( DN R Gb ON (y 10 x D- I x- E v P41 - x12 , IIA x a X24 3� 1 J ( � 51.1 -.I X12 O ENING P ' G ., WIZ 4 G5 ON 5 D i° XZ2_ yy116X31 L b DN I 2 ON I I4 "12X14 2 12X14, i' - O" = t 11 N N N - 1 1 SPLICE E II I �_ - x 2 ( a Q .r. 55.1 ,r, _0 ' 10 i E W14X22 XFX r- 1 u�l 1 ELEVATOR We�X!p X 6KW - "12X1 - -- I } x L L 1' 12 } __ - -- w 14X26 r N T510XbXl /: G5 DN I NDN 0 55 . va u I N 55.1 { - 7X - 7 - -- Iq __ -- �li� ! l Gb ON _ o L _ W ! - �t�1Igo EN. W14X22 r __ TOP OF _ 4 m- ( SLAB �\ m ! ------ E "14X22 -- Jc I y 7' -6" -_ _ ( -� �� ( \' x COI ! - - �} _ I ___.__ __ _ _ __ c_ _ . _1.___.., X O 't _a 0 ! I I X = _= - J ON ! I � V q " AND 5 " to C - 6 PENETRATION x22 I { i f r G� DN W12 16 GS WI6X26 0(b ON DN WOX28 ( 55.1 O /� m f ! G2 DN _ x ' WSJ {O Wf39Ct0 + G4 ON 1 � ... ? Gb ON ' i s GI ON GI N i "14X26 1• ! ( ( ' i ' ( 1 1 { q 3/4 " 55.1 55.1 I I a ( X i IL � kql ": Bc � 19 1.2 1.8 15 =3 l� 1 21.3 21.6 22.2 (D k3l �� ( 05 UP 22.3 �'. G•6 DN - `� LOW ROOF h 5h.1 X ! Iq' -f0" 25.3 25.6 25.7 26 i i + } { } 12' -0" i i } f � i ! I l 25.4 25.5 ; I 1 1 i 1 i Of ON of + m - i� 1 � I m ,8 v I 1 d' N 5 4X2XI14 G2� DN - - Lu r tr ... N Q a r Q U. i T' ' Ncj G7 ON Q 0 i 1 4 � - 64 ON 'a c.44 N tV � o� m E 1 1 i r t 14 � � i I•!.3 �' � I r 0 r 0 G3 DN -' 1 ti GI UP 1� G D N 0 �o We] �9 H.8 J.2 N [7 K.7 112 `I Xt�s' �}. GI UP ' G5 DN 1 L.45 I G2 UP ! G5 DN I i � . � -�� i - -- _ _ _ _ - y `;r F='AT f AL L E V L 5 F F;�A I NC-.=:; F=1L AN SEE FRA"INn NOTES AND SCHEDULES ON SHEET 51155 SEE ROOF FRAt" iiNG NOTES ON 5F4EET 51115 24.4 c -- n OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCLLI7ECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART + HOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROF. &c NEWELL ENGITIF�^'125, TIC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIV]L ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO IN17EEIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATA. 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD FROG. 2 05.21.04 i 004 PRICING PK.3 -. 7 06.2.04 005 CD PROG. 1 01.1405 006 PERNEr /BID 02.15.05 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 I I� 017 CD PROG. 2R 07.01-05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 A A, B A II N PROJECT KEYPLAN LEVEL 5 FRAMING PLAN S115D 0 0 w 0 ly --- G-2 PC. X H.6 rr N n OX12 1 14 ks! OXI - 7 12 YK 10 J.23 ...... C4 ON J.24 02 PN \ \ \ (� �� -- T \ � /� � i � x •::�� ' h — -- J.35 X T PEN. J.56 7 ....... r �OX4 ........... J.7 ........ J.75 / Q� TS 472X \ \ V. 71 Q) I \ \ i ,Q �e 5 5 b 1 IL4'-b \ -'" Q, ' \ r \J - 16.3 17.9 A O b -A� \ �� \ v i % \ L L \\ '01 Qa (D A\ 'A\ \'A \\N 0- LORI v � ' -' v ` J ae .-- '\ — 1 V \� v, � I !";Zwwjm� klumfflfmw�� mr*�� cs j uj L . ..... cl UP x 21�2 . C-1 ON K >� 223 C5 DN I — F ;�! i -- 1 1 � � I - 0- CA ON 11.11OXI - 7 0 - I I I IOXII VO T� P , - 0] C2 U 4 G41 UP J - --� __ -_ m 4 x - 0 Q _ r 4 4q /Jelip 1^114X�4 N". Bi LL G I _ ON I up - \ r 2 2 F "' c'; WlOX G f2 ry it L.45 dl <-'4 ON 1L ' tV „� I. L ,* 2� C2 UP LOI E C3 UP - , !5 BEA COLL) N =7 N� I 04 ON 5 ON x c- lip i- X-5 C-E ,�� 4 0 � -XI 3 m 4 I n k k4e>��5 x -44- X- - - -7 --7-7- 7 - NI - T G-3 U CA 0 x x l Dt x (. {Y GI UP 4QN (\4 C4 UP L79R;��Ikl ----7 1 X22 \Ai 5 ON TAI I ELEVATOR \ X12::: ly x cl!) 4 x 2 2 x 7 N E515 BRAGS ON " K,01-1) N 1^110X�2 A-5 Up ILI) V41(f 0,F2XF4j q, 5�- ICE 01 cl LIP LE - H "T' I DN i 0, -7 - 7 114 4� 1 j- Ll r NIOX12 - \' _ 0 cl UPI 4X2�: 7-T\Z 6-1 UP vut:51.- co 63 ON x ---t" 2 It I -H I I' - - ---. - - -- - X%7 1\ 7 0 �1 'E I �eK I x N.9 H 613 UP G3 UP 0 i 65 ON 4 pi � � I � _ G5 D � '�' X2 N PNq If 4 22 x x All ps I u t A-5 X-BRACE 5 'j '7 f 511 FOR j G5 UP ROOF CONTI NUATION] ' r' it j �Vi \ (i 1 I ! - i I I � --__--_ I _ ] . - - -� "" I , i c2 c) AIR C h 2) x OF \\ f SLAB x x F17 NIOX12 K UP Y 4 ON \ELL CO-4 PN PI8X5& ki6X25 IoK G1 ON 13 IN K 2 X L ' P ZAC G" (P AND 5" G> i LIP PENETRATION 20 4 '12. 1 VIq J --- - — "12X2 m - - I - -- - lo" x 8. \ L \ JIT x N X L X1 \ \ \ \ 17, 16X2 G 4 UP ; k4,P->XIO i 2 U 0 ON \ � � � i I � 1 II 0 '01 1 6 Ci :)s 4' 7-7 i t5 14 X 68 I 55.1 6'-2" 114'- I'l .5 I j-5" 10 15' -01 4' - ! --- - G.9 0 • j L DII 66" m --- --- • � ___0 W411 WK --- N LEVEL �� F:fR41" f=L4N SEE FIR,4MING; NOTES AND SCHEDULES ON 614EET 61165 OWNER/DFVEJ-OPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK S'MUCTUMA- ENIGUNT- MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP �[GINEEELS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTMOR DESIGN SLUZFR DESIGNS EDWARDS, COLORADO ISSUE REVISION DA`fE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 T T 05,21.04 v4a x 10" PRICING PKG. CD PROG. 1 06.21.04 -- - ---- ----- 01.14.05 71VAJ PERMIT /BID 02.15.05 r l o -' N T 1�5'6.1 I CD PROG. 2 05.27.05 7 ADDENDUM 06.03.05 ROOIF BEAR ON COLUM 11,11, 1 A 51' T5 < PE I N 017 Cl PN 07,01.05 � 023 ADDF.NDLM 14 07.29.05 ON -\ x It X J - — - — - — ---- V 0 I !";Zwwjm� klumfflfmw�� mr*�� cs j uj L . ..... cl UP x 21�2 . C-1 ON K >� 223 C5 DN I — F ;�! i -- 1 1 � � I - 0- CA ON 11.11OXI - 7 0 - I I I IOXII VO T� P , - 0] C2 U 4 G41 UP J - --� __ -_ m 4 x - 0 Q _ r 4 4q /Jelip 1^114X�4 N". Bi LL G I _ ON I up - \ r 2 2 F "' c'; WlOX G f2 ry it L.45 dl <-'4 ON 1L ' tV „� I. L ,* 2� C2 UP LOI E C3 UP - , !5 BEA COLL) N =7 N� I 04 ON 5 ON x c- lip i- X-5 C-E ,�� 4 0 � -XI 3 m 4 I n k k4e>��5 x -44- X- - - -7 --7-7- 7 - NI - T G-3 U CA 0 x x l Dt x (. {Y GI UP 4QN (\4 C4 UP L79R;��Ikl ----7 1 X22 \Ai 5 ON TAI I ELEVATOR \ X12::: ly x cl!) 4 x 2 2 x 7 N E515 BRAGS ON " K,01-1) N 1^110X�2 A-5 Up ILI) V41(f 0,F2XF4j q, 5�- ICE 01 cl LIP LE - H "T' I DN i 0, -7 - 7 114 4� 1 j- Ll r NIOX12 - \' _ 0 cl UPI 4X2�: 7-T\Z 6-1 UP vut:51.- co 63 ON x ---t" 2 It I -H I I' - - ---. - - -- - X%7 1\ 7 0 �1 'E I �eK I x N.9 H 613 UP G3 UP 0 i 65 ON 4 pi � � I � _ G5 D � '�' X2 N PNq If 4 22 x x All ps I u t A-5 X-BRACE 5 'j '7 f 511 FOR j G5 UP ROOF CONTI NUATION] ' r' it j �Vi \ (i 1 I ! - i I I � --__--_ I _ ] . - - -� "" I , i c2 c) AIR C h 2) x OF \\ f SLAB x x F17 NIOX12 K UP Y 4 ON \ELL CO-4 PN PI8X5& ki6X25 IoK G1 ON 13 IN K 2 X L ' P ZAC G" (P AND 5" G> i LIP PENETRATION 20 4 '12. 1 VIq J --- - — "12X2 m - - I - -- - lo" x 8. \ L \ JIT x N X L X1 \ \ \ \ 17, 16X2 G 4 UP ; k4,P->XIO i 2 U 0 ON \ � � � i I � 1 II 0 '01 1 6 Ci :)s 4' 7-7 i t5 14 X 68 I 55.1 6'-2" 114'- I'l .5 I j-5" 10 15' -01 4' - ! --- - G.9 0 • j L DII 66" m --- --- • � ___0 W411 WK --- N LEVEL �� F:fR41" f=L4N SEE FIR,4MING; NOTES AND SCHEDULES ON 614EET 61165 OWNER/DFVEJ-OPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK S'MUCTUMA- ENIGUNT- MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP �[GINEEELS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO INTMOR DESIGN SLUZFR DESIGNS EDWARDS, COLORADO ISSUE REVISION DA`fE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05,21.04 004 005 PRICING PKG. CD PROG. 1 06.21.04 -- - ---- ----- 01.14.05 006 PERMIT /BID 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 06.03.05 017 CD PROG. 2R 07,01.05 023 ADDF.NDLM 14 07.29.05 c D B PROJECr N PROJECT KEYPIAN LEVEL 6 FRAMING P LAN S116A 0 4n w 0 N to r ROOF II F.9 ___0 H 65 ON A 62 cl UP c1l UP C,2 Dl ROOF c1l UP q" (6) I) + tK ' 4 511 Q) c), 'J Q>, 0� <Z> '10 ll� \3 9 4 x _10 COLU"N SCE-4F= MARK COLUMN SIZE Cl HSS 4X4XI14 C2 H56 4X4X518 DD PROG. 2 LO" ROOF C 4 HS5 &X&XI14 C5 H55 &X&X3 Ia C6 H55 &X6XI12 006 cl UP CS HS5 �3XieoXI/2 CS H55 e>Xe>X518 CIO H55 IOXIOXI/2 C11 CI ON C12 HSS 12X12><5/S C;13 131 05.27.05 013 ADDENDUM 5 C:l :PN CI Up cl UP I ON 0 ol ON 017 CD PROG. 2R ___0 H 65 ON A 62 cl UP c1l UP C,2 Dl ROOF c1l UP q" (6) I) + tK ' 4 511 Q) c), 'J Q>, 0� <Z> '10 ll� \3 9 4 x _10 COLU"N SCE-4F= MARK COLUMN SIZE Cl HSS 4X4XI14 C2 H56 4X4X518 DD PROG. 2 H55 4X4XI12 C 4 HS5 &X&XI14 C5 H55 &X&X3 Ia C6 H55 &X6XI12 006 H55 P�X8X318 CS HS5 �3XieoXI/2 CS H55 e>Xe>X518 CIO H55 IOXIOXI/2 C11 HS5 IOXIOX51? C12 HSS 12X12><5/S C;13 HSS 12X&X518 6y N. 0 llmmmw_�_lm t to %l /RO , 4 11.4 1 ....... .... ....... 71.1�*.�llll V eve v - R \F I { / � ! �l up I -/U P cl up cl ON >Xle> 61-br- 01 ON x x cl UP =70 61 C?N -- - \ I( IUP I UP G2 ON ROOF f c1l UP O 04 ON CIO X �xlo M,3 Gb -up 777-- C-6 ON ni cl t x OX12 � � � 1 ! III ��- - -� _ ��.- _ _� __ _ _ _�__ _ � _ UP \GI -up ON C_2 PN BEAM BEAM 51ZE E3E^l-1 END REACTION k4e>XIO V4aXI5 "aX21 PN8X31 "OX12 002 P-41OXIci C� k412X14 N12XI& P412XIq kql2X22 N12X2& DD PROG. 2 JlqI2X3O H12X35 N12X40 V412X45 Cii! k4I&X2& k4l&X31 kslI6X56b Pql&X40 06.21,04 "&X45 NI&X5 CD PROG. 1 kqlSX55 NI&X40 V418X46 ""8X50 006 "5X8>0 kNlIe?Xr05 kqle�X_71 llql&X ( �i� k421X50 k424X55 k424X&2 k424X7ro NOTE: 5F-,AM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. =_-s - 0 I W {C�X 12 x it K In H.6 • * - RAI 0• J.2 K I 9"� gy p ' J-24 \ - _ t 0 J-35 X C3 D v5�� \� A ' T a rJ3 )6/ 7 T1 J.7 ,: ,: W , i 12.7 '� ° '° v \ �` �, K. i z.: Qx T'5 4 2X1 K ° \ / ` \ \ b -5 4'-& 1 1/16' 4' -b 1 1/1 16.3 �, \' y° coo 0 Q) Q" Q$ \ T 1 �0 6-A - A 12 .8 5TEEL FRAMING NQTE5: 1. SLAB ON METAL PECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL i CONC ON 2" - le> GA. METAL PECK. MINIMUM ( T ,Ot 051 > SECTION REQUIREMENTS ARE AS FOLLOWS: Ix = .55 WEIGHT CONCP �: IP i $ DECK - in` } Sx = .5l8 CONCRETE SLAB SHALL BE REINFORCED WITH &Xr- "2.1 X AND #4 X 4'-0" AT 2'-0" 0.(f,, ABOVE GIRDER BEAMS. 2. ALL BEAMS SHALL HAVE 3/4" DIAMETER X 5 1/2" HEADED ANCHOR STUDS SPACED 1'-0" ON CENTER UNLESS NOTED OTHERWISE BY [XX]. 3. [3 INDICATES TUBE STEEL COLUMN DOWN ONLY. \ \\ ' �/ \ \ � 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT IS \ \ \ = f \ N, LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS WHEREVER POSSIBLE. 5. FLOOR OPENINGS SMAL LER THAN 8" DIAMETER SHALL BE CORE-DRILLED \ \ ' 6. FLOOR OPENING -y5 LAROER THAN a" <V AND SMALLER THAN 1'-6" X I'-&" HALL BE BLOCKED OUT AND REINFORCED WITH (2)-#5 X b' -O" EACH SIDE AND (2)-#5 X 2'-0" EACH CORNER DIAL - TONALLY IN THE SLAB. \ / \ \ w - 1, FLOOR OPENIN05 LARGER THAN I'-&" X I'-&" SHALL BE SUPPORTED V41TH AN L4X4X3/e> SUPPORT FRAME. LAROER. OPENINGS REQUIRE WIDE FLANGE BEAM FRAMING. RFi MECHANICAL AND ELECTRICAL FOR ALL OPENINC-:75. \\ �\ �\ \ 1 e5. IXXI INDICATES BEAM CAMBER. NA q. ALL WIDE FLAN&E STEEL BEAMS SHALL BE 50 K5i ORADE STEEL, CONFORMING TO A5TM 4qq2. 10. INDICATES TOP OF CONCRETE SLAB ON METAL DECK ELEVATION. \ \ \ f ° i 11, <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION. TOP OF STEEL ELFVATION8l8e5'-& 1/2". 12. T INDICATES FULL MOMENT CONNECTION. . \ \ `� /° i l / 6 13. INDICATES EXTERIOR DECK FRAMING. SLAB ON METAL DECK SHALL BE 41/2" - 5 1/2" (TOTAL DEPTH) NORMAL "E101-IT CONCRETE ON I" - 22 GAGE \ \ \ \ \• ° METAL DECK, MINIMUM DECK SECTION REOUIREMENT5 ARE AS FOLLOWS: Ix = 0.0"13 M4 5x = 0.134in3. CONCRETE SLAB SHALL BE REINFORCED WITH &X& V42.q X "2.q W.W.F. HEADED ANCHOR STUDS ARE NOT REQUIRED AT BALCONY y\� BEAMS OUT51DE OF EXTERIOR WALLS. 14. B.P. I INDICATES BEAM PENETRATION. RE- SECTION &/55.2 FOR REINFORCEMENT, \ \ \ �`� ASSUME 20 PER FLOOR. 15. B.P.4 I INDICATES 4" (P UNREINFORCED BEAM PENETRATION CENTERED OF BEAM. ASSUME 50 PER FLOOR, > IN DEPTH / \ \h'�f� b. INDICATES MECHANICAL ROOF FLOOR FRAMINO. FLOOR SHALL BE 4 1/2 \ i CONCRETE SLAB ON 2 20 OA. METAL DECK WI 3" SECONDARY SLAB ABOVE WATERPROOF MEMBRANE AND PROTECTION BOARD. 1 ALL CORE WALLS TYPE El FROM LEVEL 5 TO ROOF. ALL GORE WALLS TYPE \ FROM LEVEL 2 TO LEVEL 5. \ �� > 0. ALL METAL STUDS IS GAGE AT 16" O.C. ALL WINDOW AND DOOR HERDERS ARE BUILT FROM (2)-&" TRACK (16 GAGE) AND (2)-4b" C,5-J STUDS WITH (5) STUDS EACH END, Icf. RE. 5HEFT 52.1 FOR LOOSE LINTEL SCHEDULE FOR STONE VENEER SUPPORT \0 \IA 20. PROVIDE #3 AT 1--f-0 EACH 1-1,&N- IN SL AB AT EA STONE VENEER FIREPLACE. 21. INDICATES X-BRACE LOCATION. REFER, TO X-BRACE "X" DETAIL SHEETS FOR ELEVATIONS AND CONNECTIONS. 22. INDICATES SERVICE WIND LOAD. 23. XXk E INDICATES SERVICE SEISMIC_ LOAD. 24. ALL STEEL BEAMS REQUIRE EMBED PLATE AT CONCRETE WALLS (TYPICAL ALL LEVELS). 25. * INDICATES PLATED BEAMS. RE: SCHEDULE SHEET 54.1 () DENOTES PLATING CASE. f=A LEVEL 4 A INC:; F=LAN, ll8" = 1'-0" OWNWDEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT HART I FlOWERTON NEW YORK, NEW YORK STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINIMRS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VATL, COLORADO IN DESIGN SLIFERDESIGNS EDWARDS, COLORADO PROJECT NUMBER- 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04-12.04 003 DD PROG. 2 05.21-04 004 PRICING PKG. 06.21,04 005 CD PROG. 1 1 01.14.05 006 PERMIT/BID 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C D N PROJECT KEYPIAN LEVEL 6 FRAMING PLAN S116B PO _ � � 2.2 44 0! &5 0 9.3 12.9 ? 9.2 de 10� on Vi C5 LIP 65 UP c1b N G5 ON 10 ' CG5 11N L� L;;� - 1 - � ........... l If) I — - CL N x %j K I ' - -�5PLIC (N I � - ;Pv . - j r I k4f�X22 I PE 19\ 7 N.� Is z "IrOX3 ROOF i A C2 UP ig - NbxIO !T�ETRATION 1q44\\ 63 UP x 15 K V416 - 7 aLEVATOR #1 I L ON — d� ROOF 17 Lo U) ' - �^ | / - / / / D EVELOPMENT C4 UP Sz_ T,, V-0 ROOF OWNEWDEVELOPER VAIL RESORTS C11 UP COMPANY AVON, COLORADO ARCHMCTupRECORD U't ' rU 04 b 0 114 �7 --- --- j 63 UP UP F x fo ON P414X34T 71, 10 N LA If ' _ m GI LIP T 55.1 ljl�lxlo I It 'Zl-]\A I 1 �) = ffl o- ��Q , Q LL ' � . � ��-- _ ___- _ V414 A� �^�y -----------rr-/-------r--� ^ r - lu GI UP - --- - ---- - ---- - C15 ON '11 n LA `= (� - 0 ---' - ---- - ---- - - m / - �./ um ~� . � ^ pEw \� i� � " ( °, �o � � � Em - ND � � � m _ _ � Y � m � . - _ --/ ^ | �-L(�� u* w- | | | O � � � \�� / �j | '' - --------------- - "J l � ' /\ '`°-~' � | i | Z�� *�� *a-� - `{�||VP | | x| � 2 up iy C16 UP 1^412X|q /\ 66 P^i� 0 ' G5 ON 01�.04 cj I}Z>PR/}G.1 04-12.04 003 I)I}9ROG. 2 C UP 004 10 LON ROOF 005 CI)PRO[l1 01.14.05 006 PERMIT/BID 02.15.06 - -A � | UP It 012 [Z)PROG.2 X. UP I ADDENDUM 06.02.05 BEAR ON COLUMN c_ ON ROOF PENETRAT Au C-2 UP 64 JP :C,:4-�P ~ -| | / / / f=A - N LEVEL FLAN. v,e`. = 11-0. SEE FFRA"IN(fi NOTES AND SC�4EDULE6 ON 6�4EET 6119>5 / '- i / r---' -_-_- _ cl PN cl PN It U 8 ' '--------------'--------'------------------------'----'---------- - -0 All ~' . ' HA . 02 UP 54 1 Of As --------------- --T---------' � `~~~ �� |'/ | m 4� {�� / tn __ / C4 nw ' 1 m | | | GI U 8 ' | | _��~ ,` \ ~.''� _�~~ \ \ \\� G m| ' / x "w / - / / .' ` .- � ` � `~` ` ~ ^--� m/ / ` \ ~ ~ \ ' �L' � . � 5P IC� / | 1�-- I UP r-I up C-1 PN , / | ` _�'~ i \ '~-~ `---- -----------~------------------------------�-------- ----' ------ \\ \ ` ~''- 0�3� 06/� Ls kql6x&-7 64 Rif N(�4 UF C) 5PLICEY GI ON 10 10 _~~ J - �--- - -�� ' / / r LO" r ' | i�" U `----' UU �4 Cw� oenver,00lorado MASTER PLANNER � N EW YORK, NEW YORK oroo�mamzsormzr | STRUcmaALFUNGINsER Momnon &NEWELL ENGINEERS INC AVON, COLORADO NEP EmsDUUW cATOR, RUMA AND ASSOCIAM CO. DENVER, COLORADO CIVILsmGWEElt ALPINE ENGINEERING INC COLORADO aNTHRIOoDESIom sopERzESIamo || EDWARDS, COLORADO PROJECT NUMBF.R_ 6250.00 ISSUE REVISION DATE 001 SD 01�.04 002 I}Z>PR/}G.1 04-12.04 003 I)I}9ROG. 2 C UP 004 9ID(JNG PKG. 06.21.04 005 CI)PRO[l1 01.14.05 006 PERMIT/BID 02.15.06 - -A � | UP It BEAR ON COLUMN c_ ON ROOF PENETRAT Au C-2 UP 64 JP :C,:4-�P ~ -| | / / / f=A - N LEVEL FLAN. v,e`. = 11-0. SEE FFRA"IN(fi NOTES AND SC�4EDULE6 ON 6�4EET 6119>5 / '- i / r---' -_-_- _ cl PN cl PN It U 8 ' '--------------'--------'------------------------'----'---------- - -0 All ~' . ' HA . 02 UP 54 1 Of As --------------- --T---------' � `~~~ �� |'/ | m 4� {�� / tn __ / C4 nw ' 1 m | | | GI U 8 ' | | _��~ ,` \ ~.''� _�~~ \ \ \\� G m| ' / x "w / - / / .' ` .- � ` � `~` ` ~ ^--� m/ / ` \ ~ ~ \ ' �L' � . � 5P IC� / | 1�-- I UP r-I up C-1 PN , / | ` _�'~ i \ '~-~ `---- -----------~------------------------------�-------- ----' ------ \\ \ ` ~''- 0�3� 06/� Ls kql6x&-7 64 Rif N(�4 UF C) 5PLICEY GI ON 10 10 _~~ J - �--- - -�� ' / / r LO" r ' | i�" U `----' UU �4 Cw� oenver,00lorado MASTER PLANNER � N EW YORK, NEW YORK oroo�mamzsormzr | STRUcmaALFUNGINsER Momnon &NEWELL ENGINEERS INC AVON, COLORADO NEP EmsDUUW cATOR, RUMA AND ASSOCIAM CO. DENVER, COLORADO CIVILsmGWEElt ALPINE ENGINEERING INC COLORADO aNTHRIOoDESIom sopERzESIamo || EDWARDS, COLORADO PROJECT NUMBF.R_ 6250.00 ISSUE REVISION DATE 001 SD 01�.04 002 I}Z>PR/}G.1 04-12.04 003 I)I}9ROG. 2 05.21.04 004 9ID(JNG PKG. 06.21.04 005 CI)PRO[l1 01.14.05 006 PERMIT/BID 02.15.06 012 [Z)PROG.2 05-27{5 023 ADDENDUM 06.02.05 � 016 ADDENDUM 06.20.05 � 017 CIJIROG. 2R 07.01.05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 PROJECr PROJECT KEYPLAN LEVEL �� LL«LL V FRAMING PLAN Slt6C R wn e N tt? O m J LC N ar 0 0 U x 12.° 13 I "' 1/2" I I I I (I 4X22 L I Ke X22 UP CL N v G4 p GI UP 42' -8 1/4 " -- m i 15 i 7 7.9 19 19.6 20 21 E i ! I I ! ! j 4 2' -8 1 � 26'- 1 /2" � 0 , \ ,o" t O % y \ Q �. O k 7 U) , 'N m x TI Is _ U) 1 I /2" I ' I � I t ' I ' t 22 23 I I i 24 I 24 I I 25 25.6 25.7 26 1 ( I I I I I � � I 21.5 Q I t��ff I � I o G8 DN i1 N T 0 N I I - _— LO � � N RO F - i G.02 Xio - - G.04 N Ro F 31 N 0 _ m 11�18X1C� 55.1 a I - ROC7 F ' N.3 BEAR ON - GOLUM W ANp m - — F" TF _ION G I DN PN_ I x = It i 3 0 GI ON t _ 3 G4 UP .. ..._ ... ......._.. X _ (G5 UP �- IOLCI _ GI ON � O ci N N _ - f 0 r loxl ~ _ GiDN ! _ �r I - Roo GI UP - II � ry ' lT N_ _,L��_ -� _ _�__ _ _� _ f=ART(AL N LEVEL 0 PLAN Ea - G.7 J.4 n m3 SEE FRA - lINr_;% NOTES AND SCHEDULES ON SHEET 6116a ` I 25.4 25.51 f F 1 i I I f E I I I , I f ! I CI DN� j- G I �0 m __® _ __ -N G DN 6 D.45 5 4X2Xi/ 5 � m dJ © 2004 42140 ARCHITECTURE, INC. a dwsa'� Jg . x " C { " OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHMCT OF RECORD PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD .,.� 4 � fit•. 1 002 DD PROD. 1 04.12.04 003 DD PROG. 2 05.21.04 004 I PRICING PKG. -- m i 15 i 7 7.9 19 19.6 20 21 E i ! I I ! ! j 4 2' -8 1 � 26'- 1 /2" � 0 , \ ,o" t O % y \ Q �. O k 7 U) , 'N m x TI Is _ U) 1 I /2" I ' I � I t ' I ' t 22 23 I I i 24 I 24 I I 25 25.6 25.7 26 1 ( I I I I I � � I 21.5 Q I t��ff I � I o G8 DN i1 N T 0 N I I - _— LO � � N RO F - i G.02 Xio - - G.04 N Ro F 31 N 0 _ m 11�18X1C� 55.1 a I - ROC7 F ' N.3 BEAR ON - GOLUM W ANp m - — F" TF _ION G I DN PN_ I x = It i 3 0 GI ON t _ 3 G4 UP .. ..._ ... ......._.. X _ (G5 UP �- IOLCI _ GI ON � O ci N N _ - f 0 r loxl ~ _ GiDN ! _ �r I - Roo GI UP - II � ry ' lT N_ _,L��_ -� _ _�__ _ _� _ f=ART(AL N LEVEL 0 PLAN Ea - G.7 J.4 n m3 SEE FRA - lINr_;% NOTES AND SCHEDULES ON SHEET 6116a ` I 25.4 25.51 f F 1 i I I f E I I I , I f ! I CI DN� j- G I �0 m __® _ __ -N G DN 6 D.45 5 4X2Xi/ 5 � m dJ © 2004 42140 ARCHITECTURE, INC. a dwsa'� Jg . x " C { " OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHMCT OF RECORD PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROD. 1 04.12.04 003 DD PROG. 2 05.21.04 004 I PRICING PKG. 06.21.04 it 005 CD PROD. 1 01.14.05 006 PERMIT /BID 02.15.05 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 I I 017 CD PROD. 2R 07.01.05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 l B A N PROJECT KEYPLAN LEVEL 6 FRAMING P LAN S116D W) tn 04 In Z: U1 in 0 0 G.2 - 0 '10 R F ifs A B -is U 55.1 X N x 14 x C up G1 UP -- -4+ULV L-17 4 �- A 02 �E 3 N T 11 F 0 TIN 0 7' - - - - - - - - - - - - - - -- - - - - - - - - - - T H,6 to UP "1:; V"4 1 :22 x I Z BRAC;,r= (N -34 0 56.i 22 L114 3 N z N A x ........... ...... x x x x UP x ....... .. I ate' X15 k4roxi -30L 5 J.23 J.2 ---Z- - l')A ......... ...... ........ ...... C,,e> ON N . ........ - 2 D C- 0& ON V O N ROOF 14 I ± <Sig9' -2 I/2'ti E k I r �� - X ! dJ n I 4 �-. " I I PIC-AL AT ...... - ... ( ON C, I ON CI ON . ......... . ........ .. . .... E6 J,7 r F -Y� + J 3 ( I I U Iq 3/4 U) .......... D y ' 2 Lu 's 25.8 (D i C-I UP y t6 q GI UP 18.9 19 19.5 20 b b b X I ON 21.3 21.6 1 22.2 22.4 21.2 22.3 16.3 17.9 x '1 2 �a �8 - - - - - --yr _ - - _' - - - -- - t 1- � - - 4 - - ' i -- � � I- - - -� - � __ _ _ - ®- - -- �-- ---- -- - � - _ ----_ ._ -. �+-- _ _ _ 6 _ -- _ _ _ - T 0 1 \ ' \ � l-- - __ _ �!' _ _._. _ . _ � .� ` ' - _- - - �� - ' - - - -� � w - - - - �� - 7 4- Lj, \ \ /J - - - Q- Hull ''� \ \ r// A A-I l- T X-BRACE f \ �l � ,: '' te r- \ \ l '�" r- I � i, { _ --�- ' - _ _ _�_ -- � ACS ,,r �' \ ter , � \ ._�r� -� � � � � v � � ' �- -- ---,' � �� I� I I �! te r - ' \ \ � � � - '-- � -`�`�� + , �.._._. ______ � I � i POk�N -- o -- o -- o - ---e > I A 1 � � ( 9 �) - ,w_:u_ l N 4 7Z J o- L L F� i d F / 7 N. 7 -j -T N.9 - T - A� T -3 Q) `��i� - \ V ! - -_ - 1 1 I � iJ I i t A - 3 N RAGE L ill 'j �� ` _ - # 1 ! A, A 0 -IN o I L A'\ V - f F IT L _4 - A � � ! / '� � \ .-�' \ r r \ � V I I I { � -� �' I�� I�I _ w I � � __ � � � + I , I Q H A X-5FRACE DOV4N N.� -- d d r� \ te r - � ' \ V \ A A � ,� � ( i , I A 1H �"`� �v � v X 68 j I , + I I I � ( , I I - V-3" 2" 11 4'-7 1/21" t �6' -b 1 / + 6' \ � I R; .1- 112" 10 4' - -4" 25.6 21.2 21.4 22 23 23 23.5 01 24.6 24.8 4.9 25.1 25 25.5 25.7 .o LEVEL -( f=LAN SEE F-FRAT NOTES AND SCI4EDULES ON 614EET 611IE3 (g) 2004 42140 ARCHITECTURE, INC. a. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT' COMPANY AVON, COLORADO ARCHITECT 01 RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK VMUCTIUMAII FNIGIRNEER MONROE & NEWELL ENG11KEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO DEINVEY, COLORADO CIVIL ENGWEER ALPTINTE, ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12-04 003 DD PROG. 2 I 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT/Ba) 02.15.05 • CD PROG. 2 d 013 i 06.03.05 m LgInglo 017 i 07,01.05 � � �I 023 ADDENDUM 14 07.29.05 Miff -- -4+ULV L-17 4 �- A 02 �E 3 N T 11 F 0 TIN 0 7' - - - - - - - - - - - - - - -- - - - - - - - - - - T H,6 to UP "1:; V"4 1 :22 x I Z BRAC;,r= (N -34 0 56.i 22 L114 3 N z N A x ........... ...... x x x x UP x ....... .. I ate' X15 k4roxi -30L 5 J.23 J.2 ---Z- - l')A ......... ...... ........ ...... C,,e> ON N . ........ - 2 D C- 0& ON V O N ROOF 14 I ± <Sig9' -2 I/2'ti E k I r �� - X ! dJ n I 4 �-. " I I PIC-AL AT ...... - ... ( ON C, I ON CI ON . ......... . ........ .. . .... E6 J,7 r F -Y� + J 3 ( I I U Iq 3/4 U) .......... D y ' 2 Lu 's 25.8 (D i C-I UP y t6 q GI UP 18.9 19 19.5 20 b b b X I ON 21.3 21.6 1 22.2 22.4 21.2 22.3 16.3 17.9 x '1 2 �a �8 - - - - - --yr _ - - _' - - - -- - t 1- � - - 4 - - ' i -- � � I- - - -� - � __ _ _ - ®- - -- �-- ---- -- - � - _ ----_ ._ -. �+-- _ _ _ 6 _ -- _ _ _ - T 0 1 \ ' \ � l-- - __ _ �!' _ _._. _ . _ � .� ` ' - _- - - �� - ' - - - -� � w - - - - �� - 7 4- Lj, \ \ /J - - - Q- Hull ''� \ \ r// A A-I l- T X-BRACE f \ �l � ,: '' te r- \ \ l '�" r- I � i, { _ --�- ' - _ _ _�_ -- � ACS ,,r �' \ ter , � \ ._�r� -� � � � � v � � ' �- -- ---,' � �� I� I I �! te r - ' \ \ � � � - '-- � -`�`�� + , �.._._. ______ � I � i POk�N -- o -- o -- o - ---e > I A 1 � � ( 9 �) - ,w_:u_ l N 4 7Z J o- L L F� i d F / 7 N. 7 -j -T N.9 - T - A� T -3 Q) `��i� - \ V ! - -_ - 1 1 I � iJ I i t A - 3 N RAGE L ill 'j �� ` _ - # 1 ! A, A 0 -IN o I L A'\ V - f F IT L _4 - A � � ! / '� � \ .-�' \ r r \ � V I I I { � -� �' I�� I�I _ w I � � __ � � � + I , I Q H A X-5FRACE DOV4N N.� -- d d r� \ te r - � ' \ V \ A A � ,� � ( i , I A 1H �"`� �v � v X 68 j I , + I I I � ( , I I - V-3" 2" 11 4'-7 1/21" t �6' -b 1 / + 6' \ � I R; .1- 112" 10 4' - -4" 25.6 21.2 21.4 22 23 23 23.5 01 24.6 24.8 4.9 25.1 25 25.5 25.7 .o LEVEL -( f=LAN SEE F-FRAT NOTES AND SCI4EDULES ON 614EET 611IE3 (g) 2004 42140 ARCHITECTURE, INC. a. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT' COMPANY AVON, COLORADO ARCHITECT 01 RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT' HART I HOWERTON NEW YORK, NEW YORK VMUCTIUMAII FNIGIRNEER MONROE & NEWELL ENG11KEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO DEINVEY, COLORADO CIVIL ENGWEER ALPTINTE, ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SUPER DESIGNS EDWARDS, COLORADO PROJECT NUMBER: 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12-04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT/Ba) 02.15.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07,01.05 023 ADDENDUM 14 07.29.05 C D B FROJECr N -1� PROJECT KEYPIAN L LEVEL 7 FRAMING PLAN offim"Imi 9 W) c to Im Lu Im 0 0 1 0 (o 1 0 1 cxL /I 4N DN UP t.0' 012 t, - -,c t' - -- le cQ Cl UF' /4 N ! L 61 P 11 2 UP 4' 1 1/4" x 5 BENT Pq1OX \Q l k 7T/ T OPEN ON F.6 2-n 1 I r - X , A x OPEN Q C2 i F e < b OPEN GI DN `aJ -_ _ _ - - _ --- - C-5 UP AW - - v - - - - 41 - Woxlo 7 G - -------- 2 UP - - - [N I 1 - 7 � T TN PLATFORM e OEF P F S TEEL LEVATION ie�203'-O" IC 4 DN C5 DN C-5 ON of ON ol UP cl UP i TOP AC2 UP Q 23'-3" 25'-10" A,, 10 CI ON c1l DN I C4 DN C ON W (� I U) cl UP ol UP Ott) 1 Ix 61 ON cl ON f;z I tK r M f1 z >k 4 7.95 1 x I Lu Z " t MENT A E N 0- ACE H Lu 4, RE:51 IaC FOR FRAMING ' y dl G.2 in ii U) CI DN I UP X C I DN C ON L ^4 01=1 T IC IRE OR FRAMING T 10 51 le�r- D Tyl � � I E s � - .._.__._� cy- - N CA UP 1/2" 15 oll' UP T C-2 DN ON "2X22 ------- 0 --21 bht 1^112XI4 U) y 20'-,b" TYP N P c� -- ------ 0- 10 X z all I _7 j.24 2 11.4 "e>XI z ;,412X22 �.x El J.35 oXI:2 ............ 7 N x x 2�'-O' i \ °� m X x 10 r (o J.j6 56.3 WI � iG .� <l.iti ° .� .. ` ,. �' m z r 12 :12 x 2:1 RE 5116B `X X --x d4 ....... 4"> d) oo c d� J.7 __s i \� \ ` 0 C x 61 ON !_2:12 b _ �fi0 X16 .... Q) O F '4A L cl I UP 1-1 � x <alcl V41OX12 !D X X v / �� w v K.1 5 .2 P, 10 4:12 ----------- C 710 I "IOX12, 8-- I ON t W1 1 lI _ W 1 2 Klci i LAN <e5202'-5 6 IIA 121 1 UN r-4 �� r .. �i I \ \% \ - - -- - x - r N ( O' , : .,, i s + 4 "El 14 GI ON 16-3 00 0 ( N 10 �' -ti;> X BX� X�O A\ I �� A v � V/ vt, < 2 LL 1, . .... ...... to, o0or 10 z uj 4 X v4e>xlo V � ka to Z' 12 N 12:12 /14 ON D �i P�l X "e5XIO E . ` i0 !2 \ �` T o l J I ON \ s R �. �� C - IO 2 1 ON ST�B / �- BARREL - VAULT q X X Y*2AIV k DN ,0 - 41 T A 10 .0 4 i � � � � �7iy. � � I I � � Y L . SAW P r o\ Q� 0 o / /7 --------- - ----------- 10 r-0) ----1 A H H1 H \w- 77 --- -- ------ A � I UK A 77=7777- 12[0 A XI V V 0 V \ 0 0 Le \x 0 0 24'-0" q :3/4 0 0 e>'- 1/4" 2 1 I'-cl 114 12.4 12. , ` 1\ , ,-'� v .-""- � \V � \ /j� �A �J� i �� y V ov A �� V \V \\x bb X "10 2 STEAL FRAr NOTE5. ROOF F At 0TES.- -� w y v�A� A�,; r I 5LAE3 ON METAL DECK SHALL BE 4 1/2" (TOTAL DEPTH) NORMAL NEI<S�HT CONCRETE ON 2" - 0 0, METAL DECK E 0 MINIMUM COMPOSIT DECK I. METAL RO,(?F DECK :::PMA-� - 6E I I T E RIEI,\{q -E I SECTION REGUIREMENT5 ARE AS FOLLOW Ix = .55 in 5x = .51e� iA� MINiI-lUi-1 YbE LD STRESS5,01F 33 <5i.\ MINIMUM, D ECK C Z,+ - o =4N H PROPERTIES \ / ��Q CONCRETE SLAB SHALL BE REINFORCED WITH &X& 1^12.1 X kq2.1 VIJ-I.F. AND #4 X 4'-0" ARE AS Ix 0.255 IN 4 \5x 0.2< MINIMUM NUMBER OF\ .00 X 6 AT 2'-0" O.G. ABOVE GIRDER BEAMS. 5PAN55HAL4-- �� U X��N vim. �'� 1 2. ALL BEAMS HAVE -�3/4" DIAMETER X 5 112" HEADED ANCHOR 2. (3 INDICATES T I F TEFL COLUMN A DO ONLY, A �� '., A� v �� - � �2w '" ON CENTER UNLESS NOTED OTHERWISE BY [XXI. 4 �5 \ SPACED 1-0 3. ALL ROOF FURL�t'5 "l�Tl LE55 THAN 7-0" S ALL BE Ke>XIO UNLE55 "Q), 3. (3 INDICATES TUBE STEEL COLUMN DOWN ONLY. 0/ V NOTED OTHERV415 INDICATES "e>XIO. 4. 0 INDICATES TUBE STEEL COLUMN UP AND DOWN, UNLESS IT 15 4. (XXX'-XX") INDICATF'e�;\ O�TTOM OF METAL DECK F:LE\/\ATION AT GRID OR 4 p N LABELED UP ONLY. COLUMNS CAN BE CONTINUOUS "HEREVER POSSIBLE. CENTER OF BEAM, 5. FLOOR OPENINGS SMALLER THAN e>" DIAMETER SHALL BE GORE- DRILLED 5. INDIGA F LAT ROOF AREA. .......... \-.-/ d/ 10 7 PK '10 COLUMN &GI4FEr-7ULE MARK COLUMN SIZE Cl HSS 4X4XI/4 C2 H56 4X4X51e� DD PROG. 2 H55 4X4XI12 C4 H55 6XOX114 C 5 H55 6X&X318 C49;l H55 6X6XI12 006 H55 e�X8XWe> C2+ H55 65XeSXI/2 Cs H55 aXSX518 CIO H55 IOXIOXI/2 CII HS5 IOXIOX51a C12 HISS 12X12X5/e> C13 HSS I2Xe>X5/e> IL 12. T INDICATES FULL MOMENT CONNECTION. 13. INDIc EXTERIOR DECK FRAMINO, SLAB ON METAL DECK SHALL BE 4 1/2" - -31/2" (TOTAL DEPTH) NORMAL WEIGHT CONCRETE ON I" - 22 C-- METAL PECK, MINIMUM DECK SECTION REQUIREMENTS ARE AS FOLLOV15: Ix = 0.075 in4 Sx = 0.134in3. CONCRETE SLAB SHALL BE REINFORCED WITH &Xro V-12. X N2.q W.W.F. HEADED ANCHOR STUDS ARE NOT REQUIRED AT BALCONY BEAMS OUTSIDE OF EXTERIOR kqALL5. 14. B.P. I INDICATES BEAM PENETRATION. RE: SECTION 6/55.2 FOR REINFORCEMENT. E3EAt REACTION 6C�4EDULE BEAM51ZE BEAM END REACTION J14&XI0 1^1P8X15 "&X21 k4&X31 1-41OX12 002 kqloxlq 0 4.12.04 1112X[4 "2XI& N12XIq "12X22 k412X2ro DD PROG. 2 k412X30 V412X35 V412X40 "2X45 CR ks[I6X26 "6X31 "I&X5ro V416X40 06.21.04 k41&X45 "IroX57 CD PROG. 1 1^1!8X55 HI&X40 "&X46 k4le>X50 006 k415X60 kll18X65 kqQ5X7I VqI8X76 02.15.05 Y4,21 X50 k424X55 k424X&2 k-424X NOTE. BEAM END REACTIONS INDICATED ABOVE APPLY TO BEAMS NOT CARRYING COLUMNS AND ARE NOT OTHERWISE INDICATED ON THE PLANS. ASSUME 20 PER FLOOR. 15, E3.P.4 o INDICATES 4" <P UNREINFORCED BEAM PENETRATION CENTERED IN DEPTH OF BEAM. ASSUME 50 PER FLOOR. INDICATES MECHANICAL ROOF FLOOR FRAMING. FLOOR SHALL BE 4 1/2" CONCRETE SLAB ON 2" - 20 OA. METAL DECK WITH 5" SECONDARY SLAB ABOVE WATERPROOF MEMBRANE AND PROTECTION BOARD. 17. ALL CORE IOqALL5 TYPE RE3 FROM LEVEL 5 TO ROOF. ALL CORE NALLS TYPE El FROM LEVEL 2 TO LEVEL 5. le>. ALL METAL5TUD5 le> 67AC->E AT 16" O.G. ALL IrstINDOV4 AND DOOR HEADERS ARE BUILT FROM (2)-6" TRACK (16 GAGE) AND (2)-6" 05-J STUDS KITH (5) STUDS EACH END, Iii. RE. SHEET 52.1 FOR LOOSE LINTEL SCHEDULE FOR STONE VENEER SUPPORT 20. PROVIDE #3 AT 1'-0" EACH HAY IN SLAB AT EACH STONE VENEER FIREPLACE. 21. >- INDICATES X-BRACE LOCATION. REFER TO X-f3P-A<,E "X" DETAIL SHEETS FOR ELEVATIONS AND CONNECTIONS. 22. INDICATES SERVICE NINO LOAD. 25, INDICATES SERVICE SEISMIC- LOAD. 24. ALL STEEL BEAMS REQUIRE EMBED PLATE AT CONCRETE V4ALI-5 (TYPICAL ALL LEVELS). 25. 1' * INDICATES PLATED BEAMS, RE: SCHEDULE SHEET 54.1 ( ) DENOTES PLATING CASE. f=,4 F,= T I A LEVEL 1 f=LAN ro. FLOOR OPENINGS LARGER THAN 8" (V AND SMALLER THAN I'-&" X I'-&" SHALL BE BLOCKED OUT AND REINFORCED V41TH (2)-#5 X lb'-O" INPICA ERFRAMIN0. OVERFRAMIN CONSIS N T :2�70 G. BEARIBEARING EACH SIDE AND (2)-#5 X 2'-0" EACH CORNER DIAGONALLY IN THE SLAB. 0 F 6 X I METAL S TUDS AT ROOF FRAI'Al - 7. FLOOR OPENIN&5 LARGER THAN I' -6" X I'-&" SHALL BE SUPPORTED WITH I �e BELOW AN 1-4X4X3/e� SUPPORT FRAME. LAR&ER OPENINGS REGUIRE NIDE FLANCI-E \\ \ \ Ak , BEAM FRAMING. RE- MECHANICAL AND ELECTRICAL FOP, ALL OPENINGS. V \\ - --, X e>. IXXI INDICATES BEAM CAMBER. q. ALL WIDE FLANGE STEEL BEAMS SHALL BE 50 K51 GRADE STEEL, CONFORMING TO A5TM 4qq2. COMPOSITE METAL DECK REGUIREMENT5 10. Alk INDICATES TOP OF CONCRETE SLAB ON METAL PECK ELEVATION. - q'-&" 2 SPAN CONDITION: 20 OAeE \- - q'-&" I SPAN CONDITION: 15 GAGE It. <XXX'-XX"> INDICATES TOP OF STEEL BEAM ELEVATION, 0 , %NX ARCHITECTUR © 2004 42140 INC. ce OWNER/DEVELOPER V,AjL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARC-1111= OF RECORD Denver, Colorado MASTERPLANNM DESIGN ARCHITECT HART I f IOWERTON NEW YORK, NEW YORK S R ENG-IN-=ER I MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINTEEN INEERTNGINC, VAIL, COLORADO INTERIOR DESIGN' SLIFER DESIGNS S, C OIARADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD .1 0 4.12.04 003 DD PROG. 2 05-21-04 004 PRICING PING, 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT/BED 02.15.05 I I 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PPOG. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C D A PROJ= N PROJECT KEYPLAN LEVEL 7 FRAMING PLAN 9 H, 0 2.2 ----------- N A.6 � � I �G6 N I ! � A.9 -T 4-- 7 wlc T 1X %. V412 ry or rb� WIC �_ � , 7 X 1-01-1 OOF 0 4: Q E9 F 0 -1- in C�7 Em a ---- N N 7 o \ � I ly i II \� Is _4 N � BARREL VAULT ( D 9 6.5 8 8.4 9 9.3 9.2 ! q' - O" I b' -O" I I ' - O" 15' -O" �S' -O" 1 5' -O" � -� °7t � r -- __ � � �' ! I � ,E2.. I r , 2'i4 112'. 1 1�1-311 2'-41 21, .-511 -V-0" 1, 2'1-q 5/4" IC 21'-5" 42'-8 1/4" 15 42'-e5 1/4" I LI Z�4 UI: C4 ON V- 0 0 2.9 GI —LIP X u G 0 OPEN 9N N GI Uf!;� v ! ' � GI p s � �_ i )F 64 UP d L C-1 UP N14 - - - �_��.��_ -- - - -- -- - - - - - x.95 � - - - - Zr GI up - 7� IN l/qIOxI2 -all 12 ON /11% 'I UP C, x r-I up 55.1 1 -1 L ( V41OX12 ON ---I L up D.2 -T CI ON D.3 X31 c1l UP 6 ry A 4 ON - w - - x T kql X22 I kq&xI0 C11 CON 4 0 n E-2 l - -- -i - - -.-X -. - X Is --- - --- H 51OX&XII - - - *t - - -- E.25 X E.4 x w I \ ;y AT cl UP � 1 ( E.85 E - "12X22 cl UP A % X I T 4 ON OP;N GI P m 0 C- I C>N N 43 BENT ---- -- ------ 3/4 S� ,�=- �_W__ -� � r 20'_6" � , '0 V2. 0" 0" tu ii ( H -� a3k'�-' X SD 01.23.04 002 DD PROG. 1 04.12.04 cl UP C-1 UP 05.21.04 -1 PRICING PKG. 06.2 005 CD PROG. 1 01-14.05 006 PERMIT' /BID 02.15.05 O ly 61 UP 012 CD PROG. 2 05,27.05 013 ADDENDUM 06.03.05 U') CI ON 1 E) N ADDENDUM 8 06.20.05 017 CD PROG. 2R 07-01-05 L( ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 OPEN tN cl ON OPER G2 UP CI UP G5 ON (,I ON 61 Up cl UP A ,, 61 ON C11 ON cl UP 61 UP --Cl ON ---- -- ------ 3/4 S� ,�=- �_W__ -� � r 20'_6" � , '0 V2. 0" 0" tu ii ( H -� a3k'�-' X H.6 T H. 7 I UP J.2 C-1 2 D U1.23 J-24 J- x � � { II �6 C-1 UP 16.4 16.7 ( 0 'N f=AFRTIAL N LEVEL 7 OWNER/DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHrMCr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARC'HIT'ECT HART I HOWERTON NEW YORK, NEW YORK ST RUCYURA-L T–wcr-NV-17Q MONROE & NEWELL ENGINEERS, II NC AVON, COLORADO MEP ENGINEERS CATOR, PUMA AND ASSOCIATES, Co. DENVER, COLORADO CIVIL FNG24EER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFFRDESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 C-1 UP 05.21.04 004 PRICING PKG. 06.2 005 CD PROG. 1 01-14.05 006 PERMIT' /BID 02.15.05 O 012 CD PROG. 2 05,27.05 013 ADDENDUM 06.03.05 U') 1 E) N ADDENDUM 8 06.20.05 017 CD PROG. 2R 07-01-05 L( ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 tN H.6 T H. 7 I UP J.2 C-1 2 D U1.23 J-24 J- x � � { II �6 C-1 UP 16.4 16.7 ( 0 'N f=AFRTIAL N LEVEL 7 OWNER/DEVELOPER VAM RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHrMCr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARC'HIT'ECT HART I HOWERTON NEW YORK, NEW YORK ST RUCYURA-L T–wcr-NV-17Q MONROE & NEWELL ENGINEERS, II NC AVON, COLORADO MEP ENGINEERS CATOR, PUMA AND ASSOCIATES, Co. DENVER, COLORADO CIVIL FNG24EER ALPINE ENGINEERING, INC. VAIL, COLORADO INTERIOR DESIGN SLIFFRDESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06.2 005 CD PROG. 1 01-14.05 006 PERMIT' /BID 02.15.05 012 CD PROG. 2 05,27.05 013 ADDENDUM 06.03.05 016 ADDENDUM 8 06.20.05 017 CD PROG. 2R 07-01-05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 mojEcr N PROJECT XEYPLAN LEVEL 7 FRAMING PLAN f=LAN SEE FFRAt-I[Nn NOTES AND SCHEDULES ON 6NEET 611 10 10.2 I 1.5'-0" 2004 42140 ARCHITECTURE, INC. S]17C Q H In Q 0 N in W ti W 0 N m O a 12.9 13 13.1 15 i 7 7.9 ! I ! 42' -8 1/4" 42' -5 I/4" C 26' -4 1/2" ! � I I I- 64 ON f ' 3 � f 5 xl� ! X I GI UP G I Uf I 'EN >y ry g1 __ _ _ _� -_ I 3 N GI U �I DN { G1 DN 0-13 UP �1 X- GE GI UP I -- �T!D G4 UP ! I UP ( I UP I (-- CAN- - -• - -� GI UP I I Dig! 5 DN N I GI UP G DN GI UP ...... I UP Rop � k �I DN G4 DN \ 0 W14 � c1l UP ! GI ON �- D.4 - - - - - - D.3 ! (4) GI I N I _ _ _._.__. __ _ + 38 W 14 - •5 DN � ! _ IOI � I 'cam f i 6 'r m sb i " 1� W8Xi0 ! f -- .�.• -_ _ __ _ _ _ _ __ _ . - _ __.._�� E.2 r - -- T d i - �� GI DN W8Xi0 GI DN X X 14 GI UP E.4`' i X j ; :e: 7 e ash: j - GI UP 4DN 4 ly OPN - ly GI DN i° G I DN NT C-1 UP CA ON i m N 14 d I X c� I 3D GI DN i i{ _- .9? x I .. . I ice^ L GI DN C,5 DN Gt UP GI D G. N 6 -\ i W1 6X �._. GI UP , GIDN___ - ..._ - -_ _ _ ___. __ .___- __ _. _..- G.5 I R' ! V m - N.4 O �0" l / to �. IA i i UP I ._._ 3�iG2 D m f , x \ - ' C1 UP 50 ! 19 19.6 20 21 - T' -O" 4' -9" f I � J i 1 I I t I I i I I I I f k ! 1 I ! i 19.5 I I I 7' -10 3/4" I i 1 1 -6" 24 24.4 ' .01 I f ! I ! ! I I I I ! I I { ! ! f I i I i fi l f I , I ! i 1 I I I E i � ! L 3.4 3.4 23� 5 ! 1 24.3 ' ' I ' -2" i .O .0 , o , s- I \, I - 7' -6" 22 i 15' -O" 15' -O" 23 1 I 25.3 25.6 25.7 ?_6 C i i E ! 1 2' - 0" 10 ! { E I I I ! I I I { ! iI k I • I I I! ! I I ! l � I E �.9 4.9 4.9 25.4 25.51 4' -O" I I t ! __ - - -- _ i 1,.7 __0 � m ! m D.45 - -- a.5 I � ! i a I F I � i U) { I ry C -02 G.04 N � N � i i ! { ' 0 1 cim I � - { h.3 ! ?I t ij 0 I 1 ® I I I i j 0 K.9 B _ m I I ' L.45 ( I I i I f I I - I I N � E.2 sue G.7 061 D F'AT I AL N LEVEL =1 N ALAN 1/8" = 1' -0" SEE FRAi" iINCz N OTES AND 5GHEDULE5 ON SHEET 51118 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCfW ECr OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHTI E?Cr HART I HOWERTON NEW YORK, NEWYORK STRU C'I`UAAL 'ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RU'vMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO IIv °rERIOR DESIGN SLWER DESIGNS EDWARDS, COLORADO PROJECT NUMBER- 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 - DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 i PRICING PKG. 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID - ® 02.1505 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 I 017 CD PROG. 2R 07.01.05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 C B � PR OP= PROJECT KEYPLAN LEVEL 7 FRAMING PLAN S117D G.2 - 0 1 12 YJI 12 v (TY AL) ' m _ 7 ! 0 E I I i i fo oo_ \ \ C-fo \ \� g v I ro (10 )IJ i ' \ O \ \� \2 \ y/ i \A� > \` \ \ ' 00i s \ 0 -/ I I v :x / v UJ�PEl ROOF IN - \ Cl STUB / - GOLUT�1 IX , LN ,i TOP OF METAL DECK a IDEC�< FfR4t ING FLAN 0 c_v r Lc SEE ROOF FRAMIN& NOTES ON SHEET 51188 A„� 7 -V N c A A� \ V v = \ " TOWEfR fROOF cn cn F fRAr f NG; x P \� o E _ E { I I i _ Q - - - - - 0 r 0 H.3 � I = =M1mr—W 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06 21.04 1 �I CD PROG. 1 if i s 006 l = \ I i PERMIT REV. 03.24.05 012 CD PROD. 2 05.27.05 013 ADDENDUM 5 06.03.05 I l 017 CD PROD. 2R 07.01.05 r- -------- � IVO dJ W8X1O t- I i^JBXI O 0 d3 6 r I ` ' - 0 L.45 5' - 1/2 ") , I IBA { ( 1' -4 1/2 ") O E &A II "} ' -7 1/2 ") - G.7 - G.9 H.8 - J2 J.4 C ____0 ---- L.4 WX 0 i tI1 c, N I XlI ; (V X X fy� Ydi � p X , 1 \ WI2XlcI i 3 { U1 �. - -- �` I � Q 12X1 - E X I 0 ci V416 X12 X f`� I X12 (PSIGa' -4 1/2 - 9 o LN X I x /� 0 (x RK i -- - I�l�xl2 r _ -- � i XI /4 1 I C ` E X - - E TOP OF PRECIST - YtA = 81aa'• 1 /2 Y) I I r - - N X ry x _0 I FO 11J 1<4- - __ - N <&2 -O" LN 56.1 Q YYUOX12 0 0 -E3 AG Z I 1 j i I I DOYJN i _ 1 � -- t� t18a' -a I � b" { i 1 i -- N.2 m -0 - 5.4 well FAST t AL SEE ROOF FRAMIN(- NOTES ON SHEET 511e>5 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD Denver, Colorado MASTER PLANNM & DESIGN ARCHITECT H ART I HOWERTON NEW YORK, NEW YORK MONROE & NEWER ENGINEEW, INC AVON, COLORADO MEP ENGINEERS CATOR, RLMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL, ENGINEER ALPINE ENGINEERING, INC VAIL, COLORADO INTERIOR DESIGN SLIDER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DA'Z'E 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG. 06 21.04 1 005 CD PROG. 1 01.14.05 006 PERMIT/BID 02.15.05 i PERMIT REV. 03.24.05 012 CD PROD. 2 05.27.05 013 ADDENDUM 5 06.03.05 l 017 CD PROD. 2R 07.01.05 023 ADDENDUM 14 07.29.05 C D n r , mN PROJECT KEYPIAN I T T I ROOF FRAMING P LAN u: OO 0 0 w U7 y co Im 0 23 I N C 12 )-- - G H. 0 - Q �i7 (0 '1 / x \/ X0 e ? 1< Y'L bX (D (D won mr, r; W4 ro b a il N.V w'1 • • � ,� � �i��1itltr L1 0 PN � � �� ' I � - _ � m 3/4 0N \ v 2 0" \ \ \ N Q) s \/l O V), t.. i \ 6 � e �22 y 1-1 N, I RE. 511 6fo @) 2004 42140 ARCHITECTURE, INC. �TO� I t �30 U) X LLL LUMN SD 01.23.04 002 DD PROG. 1 04.12.04 C12 DD PROG. 2 05.21.04 004 (0 '1 / x \/ X0 e ? 1< Y'L bX (D (D won mr, r; W4 ro b a il N.V w'1 • • � ,� � �i��1itltr L1 0 PN � � �� ' I � - _ � m 3/4 0N \ v 2 0" \ \ \ N Q) s \/l O V), t.. i \ 6 � e �22 y 1-1 N, I RE. 511 6fo @) 2004 42140 ARCHITECTURE, INC. �TO� I t �30 U) X LLL LUMN L q, A A > (n.v) to �,/ nb� v �\ v ROOF f=R,4t NOTES: 1. METAL ROOF DE(:,< 5HALL BE 1 1/2" WIDE RIB, Iq OAOE WITH MINIMUM YIELD STRESS OF 53 <51. MINIMUM DECK SECTION PROPERTIES ARE A5 FOLLOk45- Ix = 0.253 IN 5x = 0.28q IN . MINIMUM NUMBER OF 5PAN5 5HALL BE 3. 2. 0 INDIC-ATE5 TUBE 5TEEL COLUMN DOWN ONLY. 13. ALL ROOF PURLIN5 kqITI-i SPANS LE55 THAN - 7'-0" SHALL BE Ne>XIO UNLE55 NOTED OTHER"SE 4. (XXX'-XX") INDIOATE5 BOTTOM OF METAL DECK ELEVATION AT GRID OR CENTER OF BEAM. 5. INDIr.ATE5 FLAT ROOF AREA. 6. B INDICATES OVERFRAMIN0. OVERFRAMINOSHALL C-ON515T OF X 16 GAGE METAL STUDS AT 2'-0" O.C. BEARING ON m r- ROOF FRAMING BEI-Ok4 'I. ALL CONCRETE ROOF TILES DESI&NED FOR 10 P5F. A g. GHIMNEr FRAMING 5HALL BE H55 4><4X5/e> ALL GORNER5 AND AT TOP. cl. PROVIDE MISCELLANEOUS STEEL FOR DECK EDGE SUPPORT, 5NOkq FENGE5, FA5CIIA SUPPORT, AND ROOF OPENINC-75. 10. BENT BEAM REFER5 TO A BEAM CUT AND RE-WELDED "ITH A FULL PENETRATION 1 TO ACHIEVE THE DESIRED SHAPE. -- 07 Jo 1\\ r'� -- ---- - \1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCIUMCf OF 1WC01W Denver, Colorado MASTER PLANN13R DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK S'rRUCT(AAL ENGINFER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC, VAIL, COLORADO INTERIOR DESIGN SLWER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG, 06.21-04 005 CD PROG. 1 01.14.05 006 PERMIT /BID - INM PERMIT' REV. 01 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07-01-05 023 ADDENDUM 14 07.29.05 ' J� ==EN q L q, A A > (n.v) to �,/ nb� v �\ v ROOF f=R,4t NOTES: 1. METAL ROOF DE(:,< 5HALL BE 1 1/2" WIDE RIB, Iq OAOE WITH MINIMUM YIELD STRESS OF 53 <51. MINIMUM DECK SECTION PROPERTIES ARE A5 FOLLOk45- Ix = 0.253 IN 5x = 0.28q IN . MINIMUM NUMBER OF 5PAN5 5HALL BE 3. 2. 0 INDIC-ATE5 TUBE 5TEEL COLUMN DOWN ONLY. 13. ALL ROOF PURLIN5 kqITI-i SPANS LE55 THAN - 7'-0" SHALL BE Ne>XIO UNLE55 NOTED OTHER"SE 4. (XXX'-XX") INDIOATE5 BOTTOM OF METAL DECK ELEVATION AT GRID OR CENTER OF BEAM. 5. INDIr.ATE5 FLAT ROOF AREA. 6. B INDICATES OVERFRAMIN0. OVERFRAMINOSHALL C-ON515T OF X 16 GAGE METAL STUDS AT 2'-0" O.C. BEARING ON m r- ROOF FRAMING BEI-Ok4 'I. ALL CONCRETE ROOF TILES DESI&NED FOR 10 P5F. A g. GHIMNEr FRAMING 5HALL BE H55 4><4X5/e> ALL GORNER5 AND AT TOP. cl. PROVIDE MISCELLANEOUS STEEL FOR DECK EDGE SUPPORT, 5NOkq FENGE5, FA5CIIA SUPPORT, AND ROOF OPENINC-75. 10. BENT BEAM REFER5 TO A BEAM CUT AND RE-WELDED "ITH A FULL PENETRATION 1 TO ACHIEVE THE DESIRED SHAPE. -- 07 Jo 1\\ r'� -- ---- - \1 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCIUMCf OF 1WC01W Denver, Colorado MASTER PLANN13R DESIGN ARCHITECT HART I HOWERTON NEW YORK, NEW YORK S'rRUCT(AAL ENGINFER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC, VAIL, COLORADO INTERIOR DESIGN SLWER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVISION DATE 001 SD 01.23.04 002 DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG, 06.21-04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 PERMIT' REV. 01 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07-01-05 023 ADDENDUM 14 07.29.05 C J PROD= N PROJECT KEYPLAN f=>,4 7 1A F:�00E- f N�._..N = 1 1 -o '. ROOF FRAMING PLAN 0 0 Off wel V In U) Cp 0 cq 0 0 W 0 L0 y co 40 0 Q2 202 go ! i i ? I � I I ! I ! i I � 20 I � � i� 56.1 ��O � I ` HI&X26T NIOX12 12:1 v 563 % 10 X `7 - H-4: z 1-41 X12 12 1 0 A X � r IOX12 P41 X12 ln ��; C5 I F - — - — - — --- O N I fT 0- _ N 1^10X45 P, NT X '- _ ______�_ _ _� _ __�_ - _ 15 °_� 56.3 C I I _ it 1 2 T -7 - 7 i r ; .I I I II I RE: F1117 R ROO F I I N -JL-- ' 1 � ! i i LT J - - - - -- 4 r4i, c ml 1 7 1 E.7 - I �� I i B— I T CLC E-9 4 p- F ------ -_ ._ _ _. __ ._._ _ �.__ _ -� -_ N� I RED: 5116G Ic 112X40 \ I I i Q 16 •� J kslIOX12 4.12 G2 D. NIOX12 (3- L F.9 X1 cy 62 1�z N F4 (BEN' N12X � i I � (( I �� i ��I O a — -- -� 1 1" alm 0 --- 2 62 DN (,2 1 0 8 oe I � � 6'-a # 2 .. i 0 T 9.2 i � ! I ;� I 1.;` 1 /7, I i � f T KA 0 9 ICI' i '� ' � � _ . I,�f�� r io 03 N V- t ON -0 � V� ON I U1,4 0 O f= A ► 1A �C�CJ� �� f 1�1,� �'��1�, SEE ROOF FRAMING NOTE-5 ON SHEET 5IIe>5 10 10.2 15 I 21 15 i. (g) 2004 42140 ARCHITECTURE, INC. OV*TbWDEVELOPER VAIL RESORTS DEVELOPMENT' COMPANY AVON, COLORADO Aacmncr OF RECORD Denver, Colorado R PLANNER DESIGN ARCHUECr HART I HOWERTON NEW YORK, NEW YORK MONROE &NEWELT, ENGINEERS, AVON, COLORADO MEP ENGINEJMS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAM, COLORADO IN DESIGN SLEVER DESIGNS FDWARDS, COLORADO PROJECT NUMBER- 6250-00 ISSUE REVISION DATE 001 SD 42'-8 1/4" 002 DD PROG. 1 04.12-04 003 T 1 1: 9 1 / -4 ON 05.21.04 T KA 0 9 ICI' i '� ' � � _ . I,�f�� r io 03 N V- t ON -0 � V� ON I U1,4 0 O f= A ► 1A �C�CJ� �� f 1�1,� �'��1�, SEE ROOF FRAMING NOTE-5 ON SHEET 5IIe>5 10 10.2 15 I 21 15 i. (g) 2004 42140 ARCHITECTURE, INC. OV*TbWDEVELOPER VAIL RESORTS DEVELOPMENT' COMPANY AVON, COLORADO Aacmncr OF RECORD Denver, Colorado R PLANNER DESIGN ARCHUECr HART I HOWERTON NEW YORK, NEW YORK MONROE &NEWELT, ENGINEERS, AVON, COLORADO MEP ENGINEJMS CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, INC VAM, COLORADO IN DESIGN SLEVER DESIGNS FDWARDS, COLORADO PROJECT NUMBER- 6250-00 ISSUE REVISION DATE 001 SD 01.2104 002 DD PROG. 1 04.12-04 003 DD FROG. 2 05.21.04 004 PRICING PKG. 06.21.04 005 CD FROG. 1 01.14.05 006 PERMIT'/BID -- 02.15.05 Al PERMIT REV. I 03.24.05 012 CD FROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 016 ADDENDUM 8 06.20.05 017 CD FROG. 2R 07.01.05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 B MOJEI= N PROJECT KEYPLAN ROOF FRAMING PLAN SllBC t 0 tn U) N LL. 0 0 J W Q N N m 0 12.9 13 13.1 f 42' -,5 1/4" 15 I 42' -8 1/4" ^a V 7.9 2b' -i 1/2" I c L aL 4 DN - -- ln1 I m! jamm ILI a r Is • • oil' o'f Q sa X1 N8X 1 5 I �I iX� WIOX12 (� ;?'., r l � I 4:12 s , v c _ _- - - - _._.._ ._ ....___._ _ ..- -__ - -- _ t - _ I E -t . UB i STUB (`;; y 1z LUMN ` GOLUMt+J N , a � � � /" • � �' ,� ✓ � Sbl � I i STUB m �� __ HI NG i NG GOL . T ( c ! 7 10X12 1 22 LOYJ 10 I NIOX1.2 wexlo '` 16X5 I - ! _ - ��. 2X14 \ z i^1l0' 12 — j v� i �,.0" �.2� .... J.24 - e _ TY • i 17� e _ -- _.. _ _ I — I __. —. —. _.... �._.._._...---- f k ilo +12 „D J.35 / d� (TYI f j II �,� J O t b - 5 5 6" 4' - b IIAb' 4' - b ilAb' L& 5/16" 16.3 10.4 i 6.7 1.6.8 1 7 17.4 ? 7.5 i 7.6 17.9 Q) >1 ' sk o i ' 1 0 C/ 19 19.6 20 21 I w -a 1/7" 10-O 1/ - 7' -0 " 4'_g° I , i � E I 22 23 24 1 1 I E 24.4 ! i_ 11' -b " i i , I f I i g' -b" W -10" 25.3 25.6 25.7 26 .7� 1 f I i I I i € f i I I I i I ; i 7 � I i I I ! € I ( { I I € 25.4 25.5 ; i —T5 4X4XI 14 (TYP,) T5 &X4Xl /4 (TYPJ LA 1 i TS bX4Xl 14 BENT k Tf> 4X4X114 m r STUB COLUMN i NIOXl2 9 l yp.) rn TS 4X4X1/4 -- d _- I N ly 10 x T N 1 G.04 — Q F T r } { 1 / / m DD PROG. 2 05.21.04 o PRICING PKG, 06.21.04 005 CD PROG. 1 01.14.05 006 J.J C) 10 I f 03.24.05 - k4e>xlo 012 CD PROG. 2 1 013 ADDENDUM 5 06.03.05 �- Nvxlo cr I - - - - - -? - - - - -- TS i- - - CD PROG. 2R - - 020 ADDENDUM 11 07.15.05 d ADDENDUM 14 07.29.05 m N _ ` v- -- n ' - 1/2 ") 16A I X00 f AN I/8" = 1' -0" 5EE ROOF FRAMING NOTES ON SHEET 51188 H.1 F,.3 <t r �o u Q J.4 Kel ---- - -- nm3 (D 2004 42140 ARCHITECTURE, INC. ,} s Y . r .. OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHTECT OF RECORD Denver, Colorado MASTER PLANNER DESIGN ARCHITECT MR.T J HOWERTON NEW YORK, NEWYORK STRUC LT—R AT RNGTNE R. MONROE & NEWELL ENGI NE]HMS, D7C AVON, COLORADO MEP ENGINEM CATOR, RUMA AND ASSOCIATES, CO. DENVER, COLORADO CIVIL ENGINEER ALPINE ENGINEERING, NC. VAII., COLORADO IN'T'ERIOR DESIGN SLIFER DESIGNS EDWARDS, COLORADO PROJECT NUMBER 6250.00 ISSUE REVI DA 001 SD 01.23.04 002 - DD PROG. 1 04.12.04 003 DD PROG. 2 05.21.04 004 PRICING PKG, 06.21.04 005 CD PROG. 1 01.14.05 006 PERMIT /BID 02.15.05 10 I PERMIT REV. 03.24.05 012 CD PROG. 2 05.27.05 013 ADDENDUM 5 06.03.05 017 CD PROG. 2R 07.01.05 020 ADDENDUM 11 07.15.05 023 ADDENDUM 14 07.29.05 C 4^ F } CK.+a 1�1 ti. 1J A mN PROJECT KEYPLAN ROOF FRAMING PLAN St 18D I