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HomeMy WebLinkAboutB06-0020 Ski Club,pages 50-100wllr-� x I C.-ONCRETE BY AP,0HITr=(: J YALET B OOTH cC( 0 �� 1 101 IJ 0 MEN VANiT 0 017 ! STN lo VES TIBULE Wc c:ca UR//VALs Conn 0 ST ORAGE Q0 �,� rrrrr- mmmro , -4 41 �� !�T'T -7 - 1 — Y f STAIR Cso 1 1 VESTIBULE Now IV102 j 5CALE: 1/4"=1' -0" ELEV MACH. ROOM I C000 I . 4 BUILDING—C FLOOR—FINISH PLANS 11 SCALE:-1/4"=l 1-0 1 Wc c C 0 c SHOWER CO Wc C074 HALL o COJ,3 - T - F1 - T - F1 - 1 - FT = JAN/7 C T IL R m W OMEN STN lo IIANIT�e f C:��b 1 I m k 11 I k l4j 000K - odho ------------ IJ 0 MEN VANiT 0 017 ! STN lo VES TIBULE Wc c:ca UR//VALs Conn 0 ST ORAGE Q0 �,� rrrrr- mmmro , -4 41 �� !�T'T -7 - 1 — Y f STAIR Cso 1 1 VESTIBULE Now IV102 j 5CALE: 1/4"=1' -0" ELEV MACH. ROOM I C000 I . 4 BUILDING—C FLOOR—FINISH PLANS 11 SCALE:-1/4"=l 1-0 1 PLANS i iffill m "I'll II SCALE:-1/4"=l'-O" II n P. 5 Slifer Designs 216 MAIN STREET SUITE C-100 EDWARDS, COLORADO 81632 PH: 970.926.8200 FAX.- 970.569.3221 WWW.SLIFER.COM 1 1 11 SCALE:-1/4"=11-0" 11 mow A MAIN LEVEL FIREPLACE MAIN LEVEL— h, "90 jp105 j 5GALE: 1/2"=l'—O" m mow ow 3 2 F IRA-PUR N Rrou i IN 3 44 EMIR "s SCALF—: 1/2"=l'—O" MAIN LEVEL— 6RZAT KOOM MAIN LEVEL RECEPTION KNOTTY ALX)ER!5EAT LEATHER CU5Hk::)N BY OYiNEP, - Ego 12 a 13-mig M .1 lwm�lm • 4*L0 d r,>RAJAER BANK5 4NT PODIUM 'R Slifer Desiglas 216 MAIN STREET SUITE C EDWARDS, COLORADO 81632 PH: 970.926.8200 FAX: 970.569.3221 WWW.SLIFER.COM OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorodo STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ADS CONSULTANTS. INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO INTERIOR DESIGNER SLIFER DESIGNS EDWARDS, COLORADO PROJECT NO: 20693-03 ISSUE ISSUE ISSUE NO. DATE DESCRIPTION 1 12.13.05 FRD6RESS PRINT' 01.20.06 ADDElimm NO. 01 04.03.06 BLVC7 DEPT RESP/ FINAL. CON5T. , I f =4 M OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCH ITECTURE r>enver, colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO INTERIOR DESIGNER SLIFER DESIGNS EDWARDS. COLORADO PRO-ECT NO: 20645.05 ISSUE 1554JE 155UE NO. PATE VE5CRIFTION 1 12.13.05 FRZ)&Rf56 PRINT 01.20.06 ADDENI;vm NO. 01 04.03.06 BLD& DEPT Res'/ FINAL CONST. 1plo& j 5CALE: 112"=1 `-0" M0 E 0 MMA MAIN - BUILDING-C- ENLARGED-FLOOR PUNS � NX, a I -aw 50ALE: 112"=T-0" LOWER LEVEL 5CALE: LOYiER LEVEL Hi M 5 FI R P, 5 11 zfz1zN1q;w1;4m ulro r0NF rop I ARCHITECT I EXTERIOR 'ONE AL P. F N 0- si \t:L ET' ON IV200 SCALE : 1/2"=V-0" CROWN TO MATCH BUILT-IN; SEE 2/IP301 LASER CUT DIAMOND PATTERN IN KNOTTY ALDER SOLID Y4000 VALANCE TIMBER COLUMNS BY ARCHITECT &" STONE TOE-KICK A '4P5TONE GROWN TO MATCH BUILT 5F 2/jr,>501 LASER CUT DIAMOND PATTERN IN KNOTTY ALDER SOLID Y400D VALANCE 6 STONE TOE-KICK Slifferr Designs 216 MAIN STREET SUITE C-100 EDWARDS, COLORADO 81632 PH: 970.926.8200 FAIL: 970.569.3221 W".SLEFER.COM VAIL SKI CLUB IL7`� �c nt..�: ti .c - t - I MP' IN L.V— Y "1— 1 BL r H I NOTES: 1. 2` -2 "" STAINED ALDER YqAINSCOT TYPICAL THROUGHOUT GREAT ROOM. 2. DRYWALL WRAP TO INTERIOR DOOR JAMB. RETURN Y4AIN9C.OT TO WOOD .JAMS. TYPICAL. S. DRyy$kLL WRAP TO Y400D AINDOA FRAME ON SIDES AND TOP. 2" THICK COLORADO BUFF SANDSTONE SLAB SILL. TYPICAL. 4. BOTTOM OF LTC 1, 4, 4 5 AT V-rb" AFF. QW; F� OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL. COLORADO INTERIOR DESIGNER SLIFER DESIGNS EDWARDS, COLORADO PROJECT NO: 20693.03 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION 1 12.15.05 PR06RF-55 PRINT 01.20.06 ADVENMM NO. 01 104.05.011 51.1�6 DEPT RE5P/ FINAL CONST. VAIL SKI CLUB IL7`� �c nt..�: ti .c - t - I MP' IN L.V— Y "1— 1 BL r H I NOTES: 1. 2` -2 "" STAINED ALDER YqAINSCOT TYPICAL THROUGHOUT GREAT ROOM. 2. DRYWALL WRAP TO INTERIOR DOOR JAMB. RETURN Y4AIN9C.OT TO WOOD .JAMS. TYPICAL. S. DRyy$kLL WRAP TO Y400D AINDOA FRAME ON SIDES AND TOP. 2" THICK COLORADO BUFF SANDSTONE SLAB SILL. TYPICAL. 4. BOTTOM OF LTC 1, 4, 4 5 AT V-rb" AFF. 3. OPYkNALL YSIRAP TO ft:)OP NINVOY4 FRAME ON SIVES ANP TOP. Z' THICK COLORADO DUFF SANDSTONE 5LAd3 SILL. TYPICAL 4. 50rrOM OF LTG 1, 4,4 5 AT V-V AFF. 5. BAR FRONT IS UPHOL5TERED IN FATTERNM-) LEATHER. MIX11 I I SCALE: 1,/2"=I'-O" 11 i - MEN'S RESTROOM 4LIELEVATION CAP AND T;ZAME 1p:20:2 /SCALE: 1/2"=1`-0" 1 MAIN I r. VELEVATION jj;):20:2 SCALE: 1/2"=T-O" 0411=11 ARCHED SOFFIT SHED MME HOOK VIVED TALLER -OCKER JFACTURER E AMINE klOR-9 ff'1110 lli�w �* F 4 \ELEVATION IV202 /SCALE: 1/2"=1' -0" MAIN LEVEL - MEN'S I NOTES: I 1. DRYWALL WRAP TO INTERIOR DOOR JAMB. RETURN WAINSCOT TO r40CV IAMB. TYPICAL. 2. DRYWALL WRAF TO A000 Y4INVOV4 FRAME ON51VE5 AND TOP. 2" THICK COLORADO BUFF SANDSTONE SLAB 51H . TYPICAL. S. FINISHES IN MEN'S 4 WOMEN'S RESTROOMS ARE THE SAME UNLE55 CALL OUT OTHERWISE. MM ar OWNER/DEVELOPER VAIL RESORTS DEVELOPMEN COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/ROWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO INTERIOR DESIGNER SLIFER DESIGNS EDWARDS, COLORADO PROJECT NO: 20693.03 ISSUE ISSUE ISSUE NO. DATE DESCRIPTION 1 12,15.05 PR06RESS PRINT - -7F 2 01.20.06 APMNMN NO. 01 V20:2 / SCALE: 1/2"=1' -0" MAIN LEVEL - MEN'S FZESTROOM F - - - - - - - - - - - - --] j N EV liq 'Will 1" X b r •• S ELEV /' ME A 9 2 - ' , RO R OMIN IV204 MiME r FE r1 I 1 2' -4" .rr .r • i • R ••r r•• =a. zmww I W I F 1 004 0 ' • • a1 R t l i • i • i GL MN(S a, LASER CARVED DIAM<MV PATTEF" - ;2 i GiMM t) :21 � " , L TION — i r i 4 i 3 I OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorodo I STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART /HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO INTERIOR DESIGNER SLIFER DESIGNS EDWARDS, COLORADO PROJECT NO: 20693.03 ISSUE ISSUE ISSUE N0. DATE DESCRIPTION 2 01.20.06 ADDI`NDUM NO. 01 II 11 Z i W - - a1 R t l i • i • i GL MN(S a, LASER CARVED DIAM<MV PATTEF" - ;2 i GiMM t) :21 � " , L TION — i r i 4 i 3 I OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorodo I STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART /HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO INTERIOR DESIGNER SLIFER DESIGNS EDWARDS, COLORADO PROJECT NO: 20693.03 ISSUE ISSUE ISSUE N0. DATE DESCRIPTION 2 01.20.06 ADDI`NDUM NO. 01 II 11 Sl Desig 216 MAIN STREET SUITE C -100 EDWARDS, COLORADO 81632 PH: 970.926.8200 FAX: 970.569.3221 llWW.SIJFER.COM TILE TRIM PIECE MIRROR FRAME TILE BACKSPL,A. SLAB COUNTER f Noun l MATCH SPECIFIED TECT 0 k� 0 0 0 0 ZEPLACE� URROUND 1 ^ 11 i' k� c :�LORADD P5TONE ERED EDGE LIKE IIC STONE 1 1/10105 (INC HEARTH AEN51ON5 J LEATHER- ONE ITN CHISELED PPLIED TO OP TO CREATE CUSHION . 5 IN KNOTTY APRON; , SPECIFICS HITECT STONE 5LA£3 —_ ' ALDER .T5 Y` 4ERE N =i;t U, V41TH 6" STONE BASE • WMA ■ i, t • n nr :. ♦ ♦ of w o-cm.201 Mk,5EC ION s B ENCH KNOTTY ALDER GROAN REMOTE TRANSFORMER FRAMED CABINET DOOR STYLE THREE AD.IUSTABLE SHELVES; KNOTTY ALDER TO MATCH CABINET5 LIGHT STRIP C M KNOTr BASE n • U W eI 1 nON MA IN LE at A=X 4 ''ONE YViTH EDGES GRIP alr OUARP BASE I /SNEER, TO XTSRIOR /SNEER d 02 0 1211 a Q tf 1V aw Now low KITH LEATHER ::. LIGHT TRANS ALDER SLAB L) FRONTS �J .1 FRP; E ARCHI' /SNEER, TO EXIMRIOR VAIL RESORTS /SNEER COMPANY alr OUARP BASE I /SNEER, TO XTSRIOR /SNEER d 02 0 1211 a Q tf 1V aw Now low KITH LEATHER ::. G4BE CRESS DBIYB '101"!c a x i VAIL SKI CLUB 1 5F. C T10 N @ F 1 FLAG F. ID301 5CALE: 1 1/2 " =V -0i" 1 MAIN LEVEL - 6R.EAT R.DOM I :2111 V :2 Jr 7r I L) �J .1 OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART /HONERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO INTERIOR DESIGNER SLIFER DESIGNS EDWARDS, COLORADO PROJECT NO: 20693.03 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION 1 12.13.05 PROGRE% PRINT 2 41.20.08 AUMFNMH NO. 01 04.03.06 5L.DG DFPT RESPt FINAL. C,ON5T. G4BE CRESS DBIYB '101"!c a x i VAIL SKI CLUB 1 5F. C T10 N @ F 1 FLAG F. ID301 5CALE: 1 1/2 " =V -0i" 1 MAIN LEVEL - 6R.EAT R.DOM I :2111 V :2 Jr 7r GROUT JOINT C MOUNTED ON >CKEK ALMINE r� r r i REFER TO SPECS FOR SLAB B EDGE DETAIL STAINLESS S" SHELVE -a STAINLESS D 1NITH GL ASS STAINLESS STEEL SOLID STAINL STEEL GA BINI DOOR FRON' STAINLESS 51 INT'ER.IOR. LOUVERS IN KN ALDER APRON; HEATING SPEGIf SY ARCHITECT TO MATCH Bi PROFILE THROUGHOUT ROOM • = e 5ECT 1011 @ TOY4EL DROP IV502 SCALE: 1 1/2 " =T--O" 1 LOWER LEVEL - L FROSTED AGRYLIG f WITH V4001 SUPPORT WARM NiHI' LED PUCK PAINT INTE OF GAVIT`1 MATTE NH SLOPE 1/4" PER FOOT iii • � 1 /2" G.B.U. THINSET TILE AS SCHEDULED MAX JT. 1/8" 3/4" EXT. GRADE PLYWOOD --- THINSET TILE AS SCHEDULED G.B.U. f ,WATERPROOF MEMBRANE LAP OVER AND SEAL TO SHOY`IER FLOOR MEMBRANE 5HOWER TILE W/ REINFORCED MORTAR BED SLOPE TO DRAIN BENCH �5ECTION @ LOCo"u +� ID30. V -: 1 1/2 ! 2 " =1 r LOkNER LEVEL - ,�r • r �r • F:.�1 ... .Id ► DETAILS f7G SECTIONS _ ' GENERAL NOTES NOTE: THESE GENERAL NOTES INCLUDE THE REQUIREMENTS FOR ALL BUILDINGS OF THE VAIL'S FRONT DOOR PROJECT. THEREFORE NOT ALL SECTIONS OF THE NOTES MAY APPLY TO EACH BUILDING. 1. LIVE LOADS USED IN DESIGN: A. PARKING GARAGE AND TUNNEL 1. ROOF (SNOW) 100 PSF 2. ROOF (TRUCK TRAFFIC) AASHTO HS -20 3. UPPER LEVEL PARKING 40 PSF 4. MID -LEVEL PARKING 40 PSF 5. MID -LEVEL TUNNEL AASHTO HS-20 6. POOL (5' -0" DEPTH MAX) 320 PSF B. SPA 1. ROOF (SNOW) 100 PSF 2. RESIDENCE LEVEL 40 PSF 3. SPA LEVELS 100 PSF C. SKI CLUB 1. ROOF (SNOW) 80 PSF 1 GROUND LEVEL FLOOR 100 PSF 3. MID LEVEL FLOOR 125 PSF D. SKIER SERVICES 1. ROOF(SNOW) 4/12 & GREATER SLOPE 80 PSF 2. ROOF SNOW LESS THAN 4/12 SLOPE 100 PSF 3. GROUND LEVEL FLOOR 100 PSF 4. LOWER LEVEL 125 PSF E. RESIDENCE'S PARKING GARAGE 1. ROOF (SNOW) 100 PSF 2. MECHANICAL AND STORAGE LEVEL 125 PSF F. RESIDENCES 1. ROOF (SNOW) 80 PSF 2. FLOORS 40 PSF 3, EXTERIOR DECKS (SNOW) 100 PSF G. IMPORTANCE FACTORS CATEGORY 11 SEISMIC FACTOR I 1.0 SNOW FACTOR I 1.0 WIND FACTOR Iw 1.0 H. WIND 3 SECOND GUST r75 MPH FASTEST MILE MPH L SEISMIC a. PARKING GARAGE & TUNNEL /SITE CLASS SITE CLASS D CATEGORY B S 0.284 S, 0.068 SOS 0.298 S 0.045 BASIC SEISMIC FORCE RESISTING SYSTEM IS CONCRETE SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS G 0.066 RESPONSE MODIFICATION FACTOR 4.0 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE SEISMIC b. SPA SITE CLASS D CATEGORY B S 0.284 S, 0.068 Sp 0.298 S 0.045 BASIC SEISMIC FORCE RESISTING SYSTEM IS MASONRY SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS Cs 0.066 RESPONSE MODIFICATION FACTOR 2.0 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE C. SKI CLUB SITE CLASS D CATEGORY B S 0.284 S, 0.068 � S 0.298 SDI ", 0 BASIC SEISMIC FORCE RESISTING SYSTEM IS CONCRETE SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS Cs 0.060 RESPONSE MODIFICATION FACTOR 4.0 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE d. SKIER SERVICES SITE CLASS D CATEGORY B S 0.284 S, 0 0.068 S t_1 0.298 S 0.045 BASIC SEISMIC FORCE RESISTING SYSTEM IS CONCRETE SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS Cs 0.066 RESPONSE MODIFICATION FACTOR 5.0 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FORCE e. RESIDENCE AND GARAGE SITE CLASS B CATEGORY B SS 0.35 S, 0.08 S 0.23 S 0.053 BASIC SEISMIC FORCE RESISTING SYSTEM IS LIGHT FRAME SHEAR WALLS SEISMIC RESPONSE COEFFICIENTS C 0.058 RESPONSE MODIFICATION FACTOR 4 ANALYSIS PROCEDURE USED EQUIVALENT LATERAL FRAME J. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. 2. DEFERRED SUBMITTAL A. DEFERRED SUBMITTALS PER SECTION 1063.4.1 SHALL BE SUBMITTED TO THE BUILDING OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. B. DEFERRED SUBMITTALS ARE: 1 FLOOR TRUSSES /JOISTS PREFABRICATED C. ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. 3. TESTING INSPECTIONS AND OBSERVATIONS: A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION, STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. 1. SOIL PREPARATION 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, INCLUDING POST - TENSIONING TENDONS AND PLACEMENT. 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 REINFORCEMENT. e. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR TO AND DURING PLACEMENT OF CONCRETE. f. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. 9. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO FABRICATE SPECIMANS 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. CONTINUOUS INSPECTION OF APPLICATION OF POST - TENSIONING FORCES. k. PERIODIC VERIFICATION OF IN -SITU CONCRETE STRENGTH PRIOR TO STRESSING OF TENDONS IN POST TENSIONED CONCRETE AND PRIOR TO REMOVAL OF SHORES AND FORMS FROM BEAMS AND STRUCTURAL SLABS. 1 STEEL CONSTRUCTION a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION EXCEPT THE FOLLOWING: 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN ACCORDANCE WITH SECTION 1704.3. b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT DURING WELDING OF THE FOLLOWING ITEMS, PROVIDED THE MATERIALS, WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE VERIFIED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP WELDING. 1. SINGLE PASS 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 CO NNECTION. e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFIED MILL TEST REPORTS. f. PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS, NUTS AND WASHERS FOR CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF COMPLIANCE. 9. CONTINUOUS INSPECTION OF SLIP - CRITICAL CONNECTION WITH HIGH STRENGTH BOLTS. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH STRENGTH BOLTS. 1. WHILE THE WORK IS IN PROGRESS, THE SPECIAL INSPECTOR SHALL DETERMINE THAT THE 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 PREINSTALLATIQN 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 PRETENSIONING 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 SHALL BE AS FOLLOWS: 1. FROM THE BEGINNING OF MASONRY CONSTRUCTION, THE FOLLOWING SHALL BE VERIFIED TO ENSURE COMPLIANCE: a. PROPORTIONS OF SITE - PREPARED MORTAR AND GROUT. (PERIODICALLY) b. PLACEMENT OF MASONRY UNITS AND CONSTRUCTION OF MORTAR JOINTS. (PERIODICALLY) C. PLACEMENT OF REINFORCEMENT, CONNECTORS AND ANCHORAGES. (PERIODICALLY) d. GROUT SPACE PRIOR TO GROUTING. (CONTINUOUSLY) e. PLACEMENT OF GROUT. (CONTINUOUSLY) 2. THE INSPECTION PROGRAM SHALL VERIFY: a. 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. (PERIODICALLY) d. WELDING OF REINFORCEMENT. (PERIODICALLY) e. PROTECTION OF MASONRY DURING COLD WEATHER (TEMPERATURE BELOW 40 DEGREES F) OR HOT WEATHER (TEMPERATURE ABOVE 90 DEGREES F). (PERIODICALLY) 3. PREPARATION OF ANY REQURED GROUT SPECIMENS, MORTAR SPECIMENS AND /OR PRISMS SHALL BE OBSERVED. (CONTINUOUSLY) 4. COMPLIANCE WITH REQUIRED INSPECTION PROVISIONS OF THE CONSTRUCTION DOCUMENTS AND THE APPROVED SUBMITTALS SHALL BE VERIFIED. (PERIODICALLY) 4. FOUNDATIONS A. MAXIMUM SOIL DESIGN PRESSURE 1. BED ROCK 20,000 PSF 2. SOIL 5,000 PSF B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 03 -015 BY KOECHLEIN CONSULTING ENGINEERS, INC. DATED 19 AUGUST 2003. C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR PROPERLY COMPACTED BACKFILL, APPROVED BY THE SOILS ENGINEER. BACKFILL SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL REPORT FOR DESCRIPTION OF BEARING SOIL). E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TO SOILS REPORT FOR BACKFILL MATERIAL. F. NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. CONCRETE SLABS SHALL BE PROPERLY CURED. G. CENTER ALL FOOTINGS, ON COLUMNS OR GRID LINES UNLESS NOTED OTHERWISE ON PLANS. H. CONTRACTOR TO PROVIDE, AT HIS EXPENSE, FIELD DENSITY TESTS ON COMPACTED FILL UNDER FOOTINGS AND INTERIOR SLABS -ON- GRADE. 1. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE. 5, SLAB ON GRADE A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUBGRADE PREPARATION REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. B. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE. ISOLATION DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. 6. CONCRETE K ALL CAST -IN -PLACE CONCRETE SHALL BE MADE WITH TYPE 1111 PORTLAND CEMENT, STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO % AIR REQ. FOOTINGS &FOUNDATION WALLS 4000 psi STD - -- --- INTERIOR SLABS ON GRADE 4000 psi STD 0.50 -- INTERIOR STRUCTURAL SLABS, BEAMS, WALLBEAMS AND COLUMNS 5000 psi STD 0.50 -- SLABS ON METAL DECK 3500 psi STD 0.50 - -- EXTERIOR CONCRETE ( * *) 4000 psi STD 0.45 6 % -8 %" ** MAXIMUM SLUMP SHALL NOT EXCEED 4 ". B. IF CONCRETE SUPPLIER PROPOSES USE OF FLYASH HE SHALL PROVIDE OWNER WITH LETTER INDICATING COST REDUCTION AT TIME OF BID. THE MODULUS OF ELASTICITY OF ALL CONCRETE SHALL EXCEED WC 33 dF'C (OR 57,000 qF'C NORMAL WEIGHT CONCRETE). 1 AB N GRADE. JOINTS ALL AW JOINTS IN SLABS O C. CONTRACTOR SHALL UT OR TROWELCUT JO S C SHALL BE SPACED 15' -0 FEET MAXIMUM AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH X 3116" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT THROUGH JOINT. D. SLABS, FOOTINGS, BEAMS AND WALLS SHALL NOT HAVE JOINTS IN A HORIZONTAL PLANE. ANY T POINT F STOP IN CONCRETE WORK MUST BE MADE AT THIRD PAN WITH VERTICAL BULKHEADS O O S AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE SHOWN. ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ENGINEER. E. ALL CONCRETE WORK AND REINFORCEMENT DETAILING S HALL BE IN ACCORDANCE WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. 7. REINFORCEMENT A. ALL REINFORCING SHALL BE HIGH- STRENGTH DEFORMED BARS CONFORMING TO ASTM A615, GRADE 60 EXCEPT TIES. B. WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 1. CONCRETE POURED AGAINST EARTH 3" 2. CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH) 2" 3. COLUMNS AND BEAMS (TIE BARS) 1 -1/2" 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" D. REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH SECTIONS 7.5, 7.6 AND 7.7 OF ACI 318, LATEST EDITION. E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR AUTHORIZED BY THE STRUCTURAL ENGINEER. LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR #6 BARS AND SMALLER AND SHALL BE A MINIMUM OF 80 BAR DIAMETERS FOR #7 AND #8 REINFORCEMENT UNLESS NOTED OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. F. PLACE TWO #5 (PER 8" THICKNESS) WITH 2' -0" PROJECTION AROUND ALL OPENINGS IN CONCRETE WALLS, SLABS, AND BEAMS. ALSO PROVIDE TWO #5 X ZIA" DIAGONALLY AT EACH CORNER. / G7 G. CONTINUOUS TOP AND BOTTOM BARS N ELEVATED SLABS, WALLS AND BEAMS SHALL BE SPLICED AS FOLLOWS: TOP BARS AT MIDSPAN, BOTTOM BARS OVER SUPPORTS. 8. POST-TENSIONING A. TENDONS FOR POST - TENSIONING SHALL BE UNCOATED SEVEN WIRE STRESS RELIEVED STEEL STRAND HAVING AN ULTIMATE STRENGTH OF 270 KSI AND SHALL MEET ASTM STANDARDS A416. OIL TEMPERED WIRES SHALL NOT BE USED. STRAND SHALL BE COATED WITH A RUST PREVENTATIVE GREASE AND ENCLOSED IN AN EXTRUDED PLASTIC SLIPPAGE SHEATHING. B. COUPLINGS SHALL BE USED ONLY AT LOCATIONS INDICATED AND /OR AS REVIEWED BY THE STRUCTURAL ENGINEER. C. POST - TENSIONING OPERATION SHALL NOT COMMENCE UNTIL CONCRETE CYLINDERS, CURED UNDER JOB -SITE CONDITIONS, HAVE BEEN TESTED AND INDICATED 3000 PSi COMPRESSIVE STRENGTH. D. CALCIUM CHLORIDE AND FLYASH SHALL NOT BE USED. E. ALL REINFORCING AND POST - TENSIONING TENDONS SHALL BE FIRMLY SECURED TO PREVENT DISPLACEMENT DURING POURING OF CONCRETE. STAPLE ALL CHAIRS MINIMUM TWO STAPLES EACH. F. POST - TENSIONING TENDON SUPPLIER TO INCREASE FORCES SHOWN AS NECESSARY TO OVERCOME FRICTION FORCES AS PER LATEST POST - TENSIONING DESIGN INSTITUTE RECOMMENDATIONS. ALL FORCES SHOWN ARE FINAL EFFECTIVE. G. ALL POST - TENSIONING TENDONS SHALL BE NO LESS THAN 4" FROM ANY OPENING. H. ALL POST - TENSIONING TENDONS TO BE BENT AROUND OPENING SHALL EXTEND A MINIMUM OF 2' -0" PAST THE OPENING BEFORE STARTING CURVE. 1. HORIZONTAL SLOPE OF POST - TENSIONING TENDONS SHALL BE LIMITED TO 1:6. J. UNIFORM TENDONS SHALL BE STRESSED PRIOR TO BANDED TENDONS. STRESS SLAB TENDONS BEFORE STRESSING BEAM TENDONS. K. IT SHALL BE CONTRACTOR'S RESPONSIBILITY TO VERIFY BY APPLICABLE METHODS, LOCATIONS OF TENDONS PRIOR TO INSTALLATION OF ANY SLAB PENETRATIONS GREATER THAN 3/4" DEEP. L. ALL JACKING OF TENDONS SHALL BE DONE WITH AN AUTOMATIC POWER SEATING JACK. M. NOTIFY ENGINEER AT LEAST 72 HOURS IN ADVANCE OF CONCRETE POUR SO THAT STEEL AND TENDON PLACEMENT MAY BE OBSERVED PRIOR TO CONCRETE POUR. N. PROVIDE 244 BACKUP BARS AT ALL TENDON ANCHORAGES, BARS SHALL EXTEND MINIMUM 2' -0 EACH SIDE OF ANCHORAGE. 0. TENSILE STRESS IN PRESTRESSING TENDONS SHALL NOT EXCEED THE FOLLOWING: 1. DUE TO TENDON JACKING FORCE 0.94 fpy BUT NOT GREATER THAN 0.85 fpu OR MAXIMUM VALUE RECOMMENDED BY MANUFACTURERS OF PRESTRESSING TENDONS OR ANCHORAGES. 2. IMMEDIATELY AFTER PRESTRESS TRANSFER 0.82 fpy BUT NOT GREATER THAN 0.74 fpu. 3. POST- TENSIONING TENDONS, AT ANCHORAGES AND COUPLERS IMMEDIATELY AFTER TENDON ANCHORAGE 0.70 fpu. P. RECORDS OF ALL TENDON JACKING FORCES AND ELONGATION SHALL BE SUBMITTED TO THE STRUCTURAL ENGINEER. ELONGATION MEASUREMENT SHALL BE OBSERVED BY A PARTY INDEPENDENT OF THE COMPANY RESPONSIBLE FOR TENDON ELONGATION. 9. MASONRY A. ALL MASONRY CONSTRUCTION REQUIRES SPECIAL INSPECTIONS PER CHAPTER 17 OF THE INTERNATIONAL BUILDING CODE. B. CONCRETE BLOCK UNITS SHALL CONFORM TO ASTM C90, GRADE N. BRICK SHALL FULFILL ASTM C62, 0216 OR C652. MORTAR SHALL BE ASTM C270 TYPE S OR M. C. MASONRY SHALL CONSIST OF CONCRETE BLOCK WITH A MINIMUM COMPRESSIVE STRENGTH OF F, OF 1900 PSI BASED ON NET AREA. D. WALLS SHALL BE REINFORCED HORIZONTALLY AT 16" ON CENTER WITH 9 GAGE MINIMUM LADDER -TYPE REINFORCEMENT MEETING ASTM A82 MASONRY WALL REINFORCEMENT. HORIZONTAL REINFORCING SHALL BE CONTINUOUS AROUND CORNERS, E. UNLESS NOTED OTHERWISE, MASONRY WALLS SHALL ALSO BE REINFORCED WITH ONE #5 VERTICALLY AT WALL ENDS, CORNERS, EACH SIDE OF DOOR OR WINDOW OPENINGS AND AT NOT OVER 4' -0" ON CENTER TYPICALLY. REINFORCEMENT SHALL BE FULLY GROUTED IN PLACE. GROUT SHALL DEVELOP 3000 PSI IN 28 DAYS AND MEET ASTM C476. F. ALL CMU WALLS REQUIRE A MINIMUM OF 245 IN BOND BEAM ABOVE ALL DOORS AND WINDOWS, AT FLOOR AND ROOF LINES, AND TOP OF PARAPETS UNLESS OTHERWISE NOTED. G. REFER TO ARCHITECTURAL DRAWINGS FOR CONSTRUCTION JOINT LOCATIONS. H. 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 NOTED OTHERWISE, I. CMU SHALL BE FULLY GROUTED BELOW GRADE. J. PROVIDE A THICKENED CONCRETE SLAB UNDER ALL MASONRY PARTITION WALLS. SEE ARCHITECTURAL DRAWINGS FOR LOCATION AND EXTENT OF WALLS AND FOR OPENINGS, ALL OF WHICH REQUIRE LINTELS. SEE LOOSE LINTEL SCHEDULE FOR FRAMING OVER NON - BEARING OPENINGS IF NOT SHOWN ON STRUCTURAL DRAWINGS. SEE MECHANICAL DRAWINGS FOR THOSE OPENINGS WHICH REQUIRE LINTELS. K. ALL MULTIPLE WYTHE MASONRY WALLS SHALL BE GROUTED SOLID BETWEEN EACH WYTHE WITH ASTM C476 GROUT, L. WHERE MASONRY LINTELS CROSS EXPANSION CONTROL JOINTS IN MASONRY, INSTALL LINTELS SO THAT THE LINTEL MAY SLIDE ON ONE END. M. PROVIDE MASONRY TIES WHERE MASONRY ABUTS CONCRETE, 10. STRUCTURAL STEEL A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS WHICH SHALL CONFORM TO ASTM 992, (50 KSI) AND EXCEPT PIPE COLUMNS WHICH SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500, GRADE B, LATEST EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TO ASTM A307 UNLESS NOTED OTHERWISE. C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION." D. EXCEPT WHERE DETAILED OTHERISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER AISC "MANUAL OF STEEL CONSTRUCTION" (ASD), TABLE 11 -A AND /OR AISC "SIMPLE SHEAR CONNECTION MANUAL" WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT CONNECTION TO SUPPORT 60% THE TOTAL UNIFORM LOAD CAPACITY PER AISC "MANUAL OF STEEL CONSTRUCTION" FOR EACH GIVEN BEAM AND SPAN FOR NON - COMPOSITE MEMBERS. FOR COMPOSITE MEMBERS, CONNECTIONS SHALL SUPPORT 75 % OF THE TOTAL CAPACITY FOR EACH BEAM AND SPAN. SUBMIT DESIGN CALCULATIONS, BEARING THE STAMP AND SIGNATURE OF THE PROFESSIONAL ENGINEER LICENSED IN THE STATE OF COLORADO, AND EMPLOYED BY THE STEEL FABRICATOR, FOR ALL CONNECTIONS NOT COMPLETELY DETAILED ON THE STRUCTURAL DRAWINGS AND FOR ANY PROPOSED ALTERNATE CONNECTION DETAILS. E. ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY STANDARD QUALIFICATIONS TESTS AS OUTLINED IN AWS -D1.1. F. MINIMUM WELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS FILLET UNLESS NOTED OTHERWISE. G. FOR ALL BEAM /COLUMN OR BEAM /BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT SLOTS IN CONNECTION MEMBER ONLY (WT- SECTIONS, ANGLES OR SHEAR PLATES). H. STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR ELONGATION, AND SHORTENING. 1. THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY. PROVIDE THE NECESSARY JOINT DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH ARCHITECTURAL CONTROL AND EXPANSION JOINTS. J. PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE NOTED. K. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AND /OR LATERAL LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS AND DECKS ARE IN PLACE. L. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. M. UNLESS NOTED OTHERWISE, WHENEVER MASONRY RESTS ON STEEL BEAMS WITH FLANGES NARROWER THAN ACTUAL MASONRY THICKNESS, WELD 1/4" THICK CONTINUOUS PLATE TO BEAM FLANGE. WIDTH OF PLATE TO BE 1/2" NARROWER THAN MASONRY THICKNESS. 11. METAL DECK A. UNLESS NOTED OTHERWISE, DECK SHALL BE SHOP - PAINTED STEEL, SHALL BE OF THE TYPE CALLED FOR ON THE FRAMING PLANS AND SHALL BE TWO SPAN MINIMUM WHERE POSSIBLE.SINGLE SPAN DECK CONDITIONS SHALL BE SHORED. DECK SUPPLIER SHALL VERIFY COMPATIBILITY OF HIS DECK FINISH WITH FIRE PROOFING REQUIREMENTS. B. DECKING SHALL BE INSTALLED AND ALL OPENINGS IN DECK CUT AND REINFORCED IN A CCORDANCE WITH MANUFACTURER'S STANDARD DETAILS AND SPECIFICATIONS i H MANU U RER" EXCEPT NOTED CE AS O C. WELDING REQUIREMENTS SHALL BE AS FOLLOWS UNLESS NOTED OTHERWISE ON DRAWINGS. 1. ATTACH ROOF DECK TO SUPPORT BEAMS, STEEL JOISTS OR PLATES WITH 5/8" PUDDLE WELDS AT 6" (7 WELDS PER SHEET MINIMUM). 2. LONGITUDINAL JOINTS BETWEEN ADJACENT ROOF DECK UNITS (SIDELAPS) SHALL BE SCREWED PER MANUFACTURER RECOMMENDATIONS AT 3 LOCATION PER SPAN. 3. ATTACH ROOF DECK TO BEAMS OR PLATES PARALLEL TO DECK WITH 5/8" DIAMETER PUDDLE WELDS AT 12" ON CENTER. 4. ATTACH FLOOR DECK TO EACH END SUPPORT AT 12 INCHES AND TO EACH INTERMEDIATE SUPPORT AT SIDE LAPS PLUS ONE INTERMEDIATE POINT WITH 5/8" DIAMETER PUDDLE WELD. PROVIDE WELD WASHERS AS REQUIRED. 5. LONGITUDINAL JOINTS BETWEEN ADJACENT FLOOR DECK UNITS SHALL BE FASTENED TOGETHER AT 36" MAXIMUM SPACING WITH #10 TEK SCREW FASTEN FLOOR DECK TO PARALLEL AND PERIMETER BEAMS AT 12 "ON CENTER. 6. HEADED ANCHOR STUDS SHALL BE WELDED DIRECTLY TO STEEL BEAMS THROUGH DECK. 12. LIGHT GAGE FRAMING A. LIGHT -GAGE METAL FRAMING SHALL BE THE SIZE AND GAGE SHOWN ON THE DRAWINGS. 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. FRAMING ROLLED FROM STEEL 16 GAGE AND HEAVIER SHALL CONFORM TO ASTM A570, LATEST EDITION, WITH A MINIMUM YIELD STRESS OF 50,000 PSI. D. ALL WORK SHALL CONFORM WITH THE RECOGNIZED STANDARDS AND CODES FOR LIGHT GAGE METAL FRAMING. 13. NOWSHRINK GROUT A. NON - SHRINK GROUT SHALL BE PROVIDED: 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY SUPPORTS. 3. GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. 14. WOOD A. ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR, LARCH, GRADED BY WESTERN WOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING CODE AS FOLLOWS: 2" THICK - 4" TO 6" WIDE (WALL STUD ONLY) STUD Fb = 700 PSI 2" TO 4" THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5" THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO ALLOWABLE STRESS INCREASES. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER). R Y BE HEM -FIR STRUCTURAL #1 GRADE. C. TREATED SILL PLATE LUMBER MAY S D. PROVIDE METAL CROSS BRIDGING NOT OVER 8' ON CENTER R FOR ALL 2X WOOD JOISTS. SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS IS REQUIRED. E. FASTEN ALL WOOD MEMBERS WITH COMMON NAILS ACCORDING TO THE IBC SCHEDULE TABLE 2304 -9.1 UNLESS NOTED OTHERWISE. F. LAMINATED BEAMS 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ARE NET. 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AITC. 3. PROVIDE UNITS CONFORMING TO AITC 11 7, 24FV8, D.F. FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS. MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY STAMPED ON EACH MEMBER. 4. RE: ARCH FOR FINISH REQUIREMENTS. G. PLYWOOD DECK AND /OR ORIENTED STRAND BOARD. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING. APPLICATION SHALL BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD ASSOCIATION. 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE - TRADEMARK OF THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWOOD. ALL PANELS (2) -#5 X CONTINUOUS - #5 AT V -4" X ttu !! 2' - O„ CONCRETE CURB RE: PLAN #5 AT P -O" EACH kdAY, TOP AND BOTTOM 2X6 Ie,IALL WITH /- 1�cfo r_L�'r_ k"" I1 SHEATHING 1/2"< I/ ANCHOR E30LT5 2' -p° T.O. WALL RE: PLAN (2) - #5 X CONTINUOUS TOP AND BOTTOM #5 AT V-4" GRADE 6O I^ IELD TO STEEL BEAM RE: 2 /SO02 #5 X 3' -O" AT 2' -O" WE D TO GRADE 60 L STEEL BEAM T.O. 5LAE3 RE: PLAN i 2" METAL DECK " " I � I---- WE - - - (FzE - ENTR 4NT CORNER EAR6) DETAIL 1 3/4" = I'_p° FIRST POUR COVER ONE END INITH BOND BREAKER \--- •W.W.F. (FLAT 5HEETS ONLY) 1 1/2 "' X 3116" SAN CUT Z ".W.F. (FLAT SHEETS ONLY) ;:: v N Z © a q v - _I ___44 - - x - x - Xb . x --"-- x x � x -F x © tL C p A A d - 1Y DEfi,41L 2 NOTE: PROVIDE ONE LAYER OF REINFORGINO FOR ALL kgALL5 LESS THAN OR EQUAL TO 10" THICK. PROVIDE REINFORCINe AT EACH FACE FOR ALL Y GREATER THAN 10" THICK. PROVIDE: CORNER BARS AND INTERSECTION BARS TO MATCH HORIZONTAL WALL REINFORCIN0. SUBSEQUi =NT POUR ' , ^„ �G 1 1/2" CON T. KEY 2' -0" SMOOTH BAR #5 MINIMUM VERTICAL RE: PLANS AND SECT IONS I _ 4p db I _ i - 4 db #5 MINIMUM VERTICAL I I RE: PLANTS AND SECTIONS AT 51M, CONDITION EACH - e 51DE OF INTERSECTION 1 1 R 1 n an q o -^ o . a.4 W q a -0 a. PROVIDE #5 VERTICAL- AT SIMILAR CONDITION EACH SIDE OF CORNER TYPICAL.- C L - CIO HOOK ROVIDE 5 VERTICAL AT SIMILAR a a CONDITION EACH SIDE OF a INTERSECTION J INTERSECTION #5 VERTICAL (TYP.) OR MATCH VERTICAL WALL RE I NFORCI NO DEVELOPMENT �: LAP LENGTH . n .<I n , q y a ' 4 q WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE WEATHER SHALL BE OF THE EXTERIOR TYPE, 3. FOR FLOORING USE 3/4" T &G STURD -1 -FLOOR SHEATHING GLUED AND NAILED a . WITH 10D NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12'" ALONG INTERMEDIATE SUPPORTS. FASTEN SHEATHING TO ALL BLOCKING WITH C 4. O 10d NAILS AT 4', FOR ROOF USE 5/8" (40/20 SPAN RATING)(UNLESS NOTED OTHERWISE) EXPOSURE 1 � � I CAL SHEATHING NAILED WITH 10D NAILS AT 4" ON CENTER ALONG PANEL EDGES AND 1- AT 12" ALONG INTERMEDIATE SUPPORTS. FASTEN SHEATHING TO ALL BLOCKING WITH 8d NAILS AT 4 ". 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR OSB SHEATHING NAILED WITH 8d NAILS AT 6" ON CENTER ALONG PANEL ., I EDGES AND 12" ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE 7 iL -y AND REFER TO SHEAR WALL SCHEDULE. ALL PANEL EDGES SHALL BE BLOCKED. 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN a PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS, TONGUE AND 0 GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. ,U !�_ C SHEAR WALLS SHOWN ON THE CHALETS TO BE PERFORATED SHEAR WALLS AROUND OPENINGS, SEE DETAIL 15/S003 FOR OPENING REINFORCEMENTS. H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND SHALL BE "BCI- JOIST° AS MANUFACTURED BY BOISE CASCADE CORPORATION. ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. L LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS CAPACITIES: FB = 2800 PSI, E = 2,000,000 PSI, FC = 750 PSI, FV = 285 PSI. BUILT UP MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS' RECOMMENDATIONS. CONTRACTOR SHALL HAVE THE OPTION OF USING 3 112" OR 51/4" WIDE MEMBERS. 15. NON - STRUCTURAL ELEMENTS A. ELEMENTS SUCH AS NON- BEARING PARTITIONS, ETC, ATTACHED TO AND /OR SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND OTHER STRUCTURAL MOVEMENTS. B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED UNRESTRAINED UNLESS NOTED OTHERWISE. 16, GENERAL A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. B. VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND WALLS WITH MECHANICAL AND ELECTRICAL CONTRACTORS. VERIFICATION OF LOCATIONS, SIZES, LINTELS AND REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY. C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS AND SUPPORTS SHALL BE OBTAINED, UNLESS SPECIFICALLY DETAILED ON ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR SHALL FURNISH ALL HANGERS, CONNECTIONS, ETC., REQUIRED FOR INSTALLATION OF HIS ITEMS. D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, MECHANICAL, ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED BY CONCRETE CONTRACTOR. STEEL SHALL FULFILL ASTM A36. E. PROVIDE ASPHALTIC MASTIC - COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH. F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL CONCRETE REINFORCING, STRUCTURAL STEEL, LAMINATED WOOD FRAMING MEMBERS, WOOD JOISTS, AND METAL DECK. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR r7 H. O WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE. 1. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND ARCHITECTURAL DRAWINGS. J. CONTRACTOR SHALL VERIFY ALL ASSUMED EXISTING CONDITIONS. IF CONDITIONS ARE DIFFERENT THAN ASSUMED, NOTIFY ENGINEER. K. PRE /MANUFACTURED STAIRS, HANDRAILS, AND GUARDRAILS NOTED ON PLAN SHALL HAVE ALL ENGINEERING, DESIGN AND DETAILING PROVIDED BY STAIR DESIGNER AND SHALL BE SUBMITTED FOR ARCHITECTS REVIEW BEARING THE SEAL OF A PROFESSIONAL ENGINEER REGISTERED IN THE STATE OF COLORADO. STAIRS SHALL BE DESIGNED TO SUPPORT ALIVE LOAD OF 100 PSF. SEE ARCHITECTURAL DRAWINGS FOR ADDITIONAL REQUIREMENTS AND CRITERIA. L. REFER TO ARCHITECTURAL DRAWINGS FOR FIRE RATING INFORMATION AND REQUIREMENTS. (2) -#5 X CONTINUOUS - #5 AT V -4" X ttu !! 2' - O„ CONCRETE CURB RE: PLAN #5 AT P -O" EACH kdAY, TOP AND BOTTOM 2X6 Ie,IALL WITH /- 1�cfo r_L�'r_ k"" I1 SHEATHING 1/2"< I/ ANCHOR E30LT5 2' -p° T.O. WALL RE: PLAN (2) - #5 X CONTINUOUS TOP AND BOTTOM #5 AT V-4" GRADE 6O I^ IELD TO STEEL BEAM RE: 2 /SO02 #5 X 3' -O" AT 2' -O" WE D TO GRADE 60 L STEEL BEAM T.O. 5LAE3 RE: PLAN i 2" METAL DECK " " I � I---- WE - - - (FzE - ENTR 4NT CORNER EAR6) DETAIL 1 3/4" = I'_p° FIRST POUR COVER ONE END INITH BOND BREAKER \--- •W.W.F. (FLAT 5HEETS ONLY) 1 1/2 "' X 3116" SAN CUT Z ".W.F. (FLAT SHEETS ONLY) ;:: v N Z © a q v - _I ___44 - - x - x - Xb . x --"-- x x � x -F x © tL C p A A d - 1Y DEfi,41L 2 NOTE: PROVIDE ONE LAYER OF REINFORGINO FOR ALL kgALL5 LESS THAN OR EQUAL TO 10" THICK. PROVIDE REINFORCINe AT EACH FACE FOR ALL Y GREATER THAN 10" THICK. PROVIDE: CORNER BARS AND INTERSECTION BARS TO MATCH HORIZONTAL WALL REINFORCIN0. SUBSEQUi =NT POUR ' , ^„ �G 1 1/2" CON T. KEY 2' -0" SMOOTH BAR #5 MINIMUM VERTICAL RE: PLANS AND SECT IONS I _ 4p db I _ i - 4 db #5 MINIMUM VERTICAL I I RE: PLANTS AND SECTIONS AT 51M, CONDITION EACH - e 51DE OF INTERSECTION 1 1 R 1 n an q o -^ o . a.4 W q a -0 a. PROVIDE #5 VERTICAL- AT SIMILAR CONDITION EACH SIDE OF CORNER TYPICAL.- C L - CIO HOOK ROVIDE 5 VERTICAL AT SIMILAR a a CONDITION EACH SIDE OF a INTERSECTION J INTERSECTION #5 VERTICAL (TYP.) OR MATCH VERTICAL WALL RE I NFORCI NO DEVELOPMENT �: LAP LENGTH . n .<I n , q y a ' 4 q _ _ . . e a q p a . 4' -8 � � I CAL & I T 1- L _/ ., I ;.. a 7 iL -y � Z 11.1 a a ,U !�_ J - . Q .1 - o A. IN . It. v v RL: ARCH. - FOR FLOOR FINISH STEEL BEAM RE: PLAN STEEL BEAM RE: PLAN #5 X 3' -O" AT I' -O" .WELD TO STEEL BEAM 5ECTION A 3 W /4" = 1' -O" 2X6 ALL W11 SHEATH 1 NG 2.X& PLATE KITH 1/2'0 ANCHOR BOLTS AT 2' -O" T.O. SLAB.L ��1 x -x x a =' -_ s _ - - VENEER RE; ARCH. RE: 2/5002 PAVERS RE: ARCH. 4" CONCRETE TOPPING 5LAD 4 1/2'" SLAB ON METAL DECK ° 0 a q n d a' C ,p V. z n n - a . Y . - "'a - a Zs v- a , 2+12 STEEL BEAM RE: PLAN L4X4X5 /a X CONTINUOUS �1=gg, iii► = MR (2) - #5 CONTINUOUS tf 5TONE VENEER RE: LANDSCAPE ARCH. X a f2 ) - #5 CONTINUOUS < AT TOP OF WALL ( D I = &" CONCRETE 1 13 WALL #5 AT I' - n HORIZONTAL N a w I - I -11 1=111111- I - !�IEI I_I311 1 ice 0Y FINISH n f 1 =1 I - 11 j - I p�f -11 - V III a = 111 II-1I I1 I - GRADE . GROUTED SOLID CMU BLOCK RE: CIVIL I I I I 1 fI I" �� a =I1� 1i I - F- f I = % I 1 w F . I I f=l f i =1 -I 11-1 11= i I I 11 I D I I� I1- 11 -11 =111= a 1 - 1 if IL T�1=11 1 I 1_I =1I I F F �'! #5X 2' -O" AT P -O" VERTICAL I1 I1 =1111 i � IIII�111I AT CENTER OF WALL =111 - 11 19 1 111 4 q - 1 " - I l l I= i -1 TF� .J 1= = ° a v aU oo R I VI - - . " 0.oao .Q.aa-0 E G L 11� i I �t (''�, .0 a. 1Q a _u a r Tr : } ` -. DI�IC-a rJ' ; Ili I3�1 II II i1=i -1 N = = i a g� 0 o . , FOAM FILL OR N '+ u: ( C�o G?o.. " 4 , V 11 i�11 ii 11 �,, III 11= 11I�11 =11 `.. , 'cs� .pp - CONCRETE DECK 1. �11 I � , II 1 11 ! = -. Goo.. Q`L?o.. r RE: ARCH. z :�_ 11 11 =1 a.. a . (5) -##5 CONTINUOUS y A_.. a. Q a r 5 AT .2' -O "' AT TOP I 0� - N I,) li�t-q��Illi-ft---�H--,Ltii--fttfb:ITLj± 2._O,. �, 11 I'll I �� ­­­, " '' +t . _j±_,�±� -a- ­­1 - �„ 2 ,_ O „ 4' -8 � � I CAL & I T WA L 3/4" = I' -O" i a I a . r � _, . a , o �� a' - #5 MINIMUM VERTICAL RE: PLANS AND SECTIONS 6" Ll 40 dk� n c 4. n a ■� a .�.I,.h 4 a n a #5 MINIMUM VERTICAL RE: PLANS AND SECTION5 AT 51M. CONDITION EACH 15 HORIZONTAL a 13 SIDE OF INTERSECTION ° . a REINFORCEMENT (} -IFY I (T1'P.) a p # a n CC RNER #5 VERTICAL (TYP.) DEVELOPMENT \ LAP LE'.NOTH I 3/4' = I , -O" b F Z 4 ILI . 0- a 1 3 Ill lu lu _ W CL n 0 a A- `s s BUILDING C GENERAL NOTES AND SECTIONS soot AS SHOWN EI�5ED F'LATE ="`t;`G1i-4E DULE FOR CAST IN FLACE WALLS MARK PLATE &<ETC44 FLUTE SIZE AA 4. RE: PLAN/6- - - -------- 1/2 4 4 BENT DOWELS FACE OF 4 4 HALL �. 4 q 4 : - �4 4 4 . 4 4 EF1 4 . 112 X 12 X 2'"1 . 4 4 4 4 '4 < 5/4" = 11-0. '4A 4 4' . 4 A i4l <z` 4, 4 . . i < 4 4 4: .4 4p 4 . 4 4 4 4 4 ,V 4 4 (E5)-5/4 (P x 6 RE. BUILDINO "A" OR DRILL AND EPDXY WITH HILTI H.A.S. I H'T'I50 (10" MIN, RE- PLAN EMBEDMENT) 5/4" = 1'-0" .4 1 II2 ��� ��� 1/2" OF BENT DOHEL5 FACE OF 2X6 WALL HITH HALL SHEATHING w -VENEER, RE: ARCH. <4- 2X& PLATE . WITH 1/2"($> ANCHOR EF METAL DECK 142 X 29 X 2'-q 4 4 4 4 /-4 CONCRETE TOPPINC, T.O. LAB I I'& SPLICE 14, K .... ........ . v__ T_T_T_ RE: PLANI' SLOPE 1/4" PER 1'-0" / ----------------- 0-1 4 e 4 (12)-5/4" <P X to LENGTH, RE: SCHED. H-A.5. 4 - RE- PLAN - 4 1/2 q 4 1/2 tt CONCRET E SLAB ON PLAN 'T*'�P_ 1 1 EF5 4 .<4 T C77-- 1/2 x IV' X 1 4 4 ' 4 'I� A 4 RE: PLAN 4 (4)-5/4" (P H.A.S. 4 FA CE OF AC, 4 HAI L MAR< BF2 O Cl 0 "r co co 0 cl = 0W F. WA - PLATE &<ETCI4 7 e-5 1/2" N 2L 2" PLATE SIZE (2)-5/4" 4P THREADED RODS (GRADE A36) MELDED TO PLATE 1. 11-51, 1- 0 x v H.A.S. I ., x 12 1, x 1 ' -5 11 (2)-3/4" (P THREADED RODS (GRADE A36) MELDED TO PLATE I- q" I- 1z 5/4" X 12" X O' d> x a H.A.5. CONCRETE SLAB RE: PLAN T.O. SLAB RE. PLAN 1" STIFFENER PLATES 2Xro STUDS I" MIN. EACH SIDE / ­x RE. PLAN ),RE: PLAN VENEER RE: ARCH. LONG SLOT HOLE RE: PLAN 11 1 1 1 - 2XIO PLATE WITH 4 EACH SIDE 1/2"4> ANCHOR 50LTS� S 4 4" CONCRETE 4 TOPPI NO SLAB AT 2'-0" 4 4 RE: P R .4, 4 RE. PLAN T.O. SL AB FOR ELEV. 4 X� . 4 4 4 x U . I x z 4 -STIRRUPS < 4 RE: PLAN E MIE-0100 4 ' 41 (2)-# ® 4. CONCRETE STEEL BEAM BEAM RE: PLAN LAN RE: P 1,, to 4 R -- AND OROUT -11 I=T1 I L ------------------- i I" SHI AT I'-e>" d t1' 4 BEARING PLATE FOAM FILL- TYPICAL BEAM DETAIL 4 4 RE: BEARING PLATE 5CHEDUI E ON 5002 CONCRETE SLAB C,ON(:,FZE' CURB 4 4 &ECTION 11 1 4 4 !14 3/4' 4 4 4 4 4 4 .4 STD. qO HOOK e> PROVIDE (10)-# HITH o4 HALL BEAM 4 RE: BUILDING "A" 4' 4 _4 4 a 4. :4 (5)-TOP AND BOTTOM TOM 4 4 4. 4q STIRRUPS HALL BEAM .44' RE, PLAN RE: BUILDING "A" 1> SECTION RE. 5102 FOR R BUILDING "A" REINFORCING 4 3/4" 1'-0" LAP SCHEDULE jk 4 4 5' ECT ION 1& 4 4 5/4" P-O" 4 4 > 4 4 4 . I 4 WOOD COLUMN T.O. SLAB RE: PLAN 4, RE: PLAN '4 I> ,--EXPANSION ANCHOR 5/8 "<V AT 2'-0" 4 d4 4 4 x 4 z' X x X X 2'-0" 4 4 F I> .4 4 4 #5 AT P -6" X (N #5 X AT STEEL SHIMS 4 CORNER OF SENT (AS REQUIRED) 4" CONCRETE 4. DOWELS, TYPICAL d b DD TOPPINO SLAB STEEL BEAM RE: PLAN I> KA.F. RE. PLAN CONCRETE 13 ". . M IN. BEAM RE: PLAN 4 001 Ilk RE: PLAN t>(Ty4;>" A�T, LEDeER, TYPICAL RE: PLAN 5TO. I.qO* AT HALL BEAM HOCK) SECTION I RE: BUILDING "A" 7L� FOR SIZE AND 3/4" -0.1 REINFORCING (OMIT AT SIM.) (2)-#5 SECTION 12 IS- 5/4" ROUGH SAHN 112" KNIFE PLATE TIMBER COLUMN #5 DONELS AT _RE: PLAN 4 ' PROVIDE #& AT 10" INP THRU BOLTS WITH 5TD. qOc HOOK COUNTER SUNK 5LAB ON METAL a. 4 AND PLU00ED DECK REt PLAN FOAM FILL RE PLAN,, CONCRETE CORE ISOLATION JOINT CONCRETE CURB 4 T.O 51- �AB RE: PLAN 4 ii a . 4 x A- X a _)t ..... 16. x A , 4 (2)-#5 - - - - - - - - - - - - - - --- - - I - - - - - - - - - - - - - - - - - - - - A 4 Ti 4 '4. 4. 4 4 4 4 4 4 d ° 1 4 4 .4 1/4" :d4 4, 4 CONCRETE SLAB 4 1/4" 4 ,4 4 a. .4 4 4 4 4 RE: PLAN 4' 4 % 4 TENSION STEEL BEAM 4d 4 '4 DEVELOPMENT 4 as 4 RE. PLAN LENGTH, RE: 5CHED. tf 5TIF;ZRUP5- ON PLAN RE: 5102 FOR \--RE: BUILDINCE "A" RE. PLAN 4. REINFORC LAP SCHEDULE 0 �_15" MIN. RE: PLAN 4 11 - " ---- z ' -; - -'. , (TYP. AT T.O. SLAB SECTION ]=I- CONCRETE BEAM STD. qO* SIECTION 0 E FOR 5/4" RE PLAN HOOK) 3/4" PROVIDE #6 AT 1'-0" HITH STD. CIO HOOK CONTINUOUS #5 AT CORNER OF W A • BENT DOWELS, TYPICAL H55 COLUMN RE PLAN v HITH 1/2" BASF PLATE AND (4)-5/4"0 THRU BOLTS RE: PLAN ISOLATION JOINT i j TOP OF 5LA1 - - - - - - - -- - - - - - - - - - -- 2 k I STEEL BEAM 1/2" STIFFENER RE: PLAN EACH 51 PE OF BEAM N� 1 112"• T_3/4 " /2 " HIDTH OF FLANGE 5EC,TION A-A A SECTION IF, 3/4" = 1'-0" RE. PLAN TOP OF SLAB FOAM FILL VENEER ------------------ 41 2X6 STUDS RE: ARCH. 4" CONCRETE 2X6 PLATE TOPPING SLAB HITH 1/2"g$> ANCHOR BOLTS AT 2'-0" FOAM FILL #5 DOWELS T5 H.H.F. AT I--&" RE: PLAN CONCRETE F CURB 1 1 y - " 1 11=4 _x T \ 44 RE. PLAN T.O. 5LA5 MMVMM AMR M I I #5X5' AT 1' STEEL BEAMJ HELD TO STEEL BEAM RE: PLAN #5X3 '-O" AT 1'-0" STEEL BEAM (GRADE 60) RE; PLAN HELD TO STEEL BEAM T I n d A wo W_A' , BRICK PAVERS, RE.- ARCH. NJ 4 1/2" SLAB ON 2" METAL DECK 4" CONCRETE TOPPING SLAB SLOPE 1/4 PER 1'-0" 4 A CONTINUOUS #5 4 AT CORNER , OF BENT DOWELS A #5X.2'-O" AT 4'-0" 4 LL BEAM, RE: PLAN q � a' "ALL BEAM RE: BUILDING A EMBED PLATE s. RE PLAN 41 '4 1 . * I .. 44 5/4" = I.-Ol. V400D COLUMN RE; PLAN 1/2" EMBED PLATE VENEER W (2)#4X2'-O" HELD TO RE: ARCH. 70 EMBED PLATE FOAM ----\ .2X& PLATE .2X& STUDS I X/ �& HITH 1/2"4> ANCHOR BOL TS FILL % . 'x . 4" X 4 X AT 2'•0" \ RE: PLAN CONCRETE CORE 4 4 RE: PLAN CONCRETE BEAM ---- --- 4' 4 4* 4' RE: PLAN (2)-#5>< CONTINUO 4 4 4 4 4" CONCRETE 1 4.. =11EI:11: r__I I TOPPINeSLAB 4 : . . CONCRETE III It 4 4' _. 4 #5 X 5'-01' 4 CURB FOAM FILL 4 4. 4 4 4 4 A AT CORNER OF 4 4- 4 #5 DOWELS AT I'-&" • 4 4' 4- PROVIDE I'-&" MIN. 4 4 H.H.F. k1pV BENT DOWELS. 4 DEVELOPMENT LENGTH RE: RE: PLAN TYPICAL 4 'A 4 4 4. RE: BUILDING A OR DRILL AND A EPDXY HITH Hil TI 5TIRRUP5 V -11N. 4. 4- 4 HY150 (10" t 4 RE PLAN EMBEDMENT) 4 _'X x _,L'% -.6 X X 4 SECTION S -4 TFN51ON 11 ' 4 q 4 . DEVELOPMENT 5/4" 1'-0" 4. CONCRETE LENGTH, RE: SCHEP, a 4 . 4 BEAM, RE: PLAN 4 4. -4. 4 ON PLAN 4 (TyP. AT - '4 4 91 4 4. .4 4 4 STD. q0c CONCRETE BEAM STIRRUPS 141 4 HOOK) RE. PLAN RE: PLAN 4. 4 4 4 4 i 4 4. T.O. SLAB�ek WIT .4 4' 4 STIRRUPS 1qj PROVIDE (e�) 4 ' a .. ° RE: PLAN RE- PLAN STD. qO* HOOK g4 4 1 . . : . (4)-TOP AND BOT TOM 4 PROVIDE (e�)-#& HITH 4 A, 4 A q * T.O. SLAB RE: PLAN HSS COLUMN RE: PLAN 5TE;>. <10 HOOK, 4 HITH 5/4" BASE PLATE ( TOP AND BOTTOM 4 4� - 4 4 4 AND (4)-3/4"(P 4 0 4 4 SECTION 14 fiw iml� 0, OP • 0/4 0 .0 0 •ist 4 ANCHOR E30LTS 4 5/4" = 1'-0" 4 4 4, A� � CURB 1 4 -4 RE: PLAN #5 X 2'-0" AT 4'-0" A A RE: BUILDING "A" 3 - A- X U J 4 . 4 A RE: E3UILDIN&'A'-/ &ECTION A-A SECTION ]<E). 1'-0' CONTINUOUS #5 AT CORNER OF A !, ' A 4 . 4 4 4 AA 4. SIECTION 4 4 4 BENT DOWELS 4 4 BLDG. DEPT. RESP 4 q 4 4 4 da 4 4 4 4 . .. . I - . . . 4 4 4 4 '4 5/4" = 11-0. '4A 4 4' . 4 A i4l 4, 4 . 4 4 4 4 4: .4 4 4 4 . 4 4 4 PROVIDE P­&" MIN.---/ 4 ,V 4 4 DEVELOPMENT LENGTH RE. BUILDINO "A" OR DRILL AND EPDXY WITH HILTI SECTION I H'T'I50 (10" MIN, EMBEDMENT) 5/4" = 1'-0" .4 L 4 1/2X4 1/2XI/2 OR OF BENT DOHEL5 BENT PLATE 2X6 WALL HITH SHEATHING w -VENEER, RE: ARCH. PAVERS, RE. ARCH. 2X& PLATE 4 1/2" SLAB ON 2" WITH 1/2"($> ANCHOR METAL DECK BOLTS AT 2'-0" 4 4 4 4 /-4 CONCRETE TOPPINC, T.O. LAB I I'& SPLICE SLAB RE: PLANI' SLOPE 1/4" PER 1'-0" / ----------------- 0-1 MMVMM AMR M I I #5X5' AT 1' STEEL BEAMJ HELD TO STEEL BEAM RE: PLAN #5X3 '-O" AT 1'-0" STEEL BEAM (GRADE 60) RE; PLAN HELD TO STEEL BEAM T I n d A wo W_A' , BRICK PAVERS, RE.- ARCH. NJ 4 1/2" SLAB ON 2" METAL DECK 4" CONCRETE TOPPING SLAB SLOPE 1/4 PER 1'-0" 4 A CONTINUOUS #5 4 AT CORNER , OF BENT DOWELS A #5X.2'-O" AT 4'-0" 4 LL BEAM, RE: PLAN q � a' "ALL BEAM RE: BUILDING A EMBED PLATE s. RE PLAN 41 '4 1 . * I .. 44 5/4" = I.-Ol. V400D COLUMN RE; PLAN 1/2" EMBED PLATE VENEER W (2)#4X2'-O" HELD TO RE: ARCH. 70 EMBED PLATE FOAM ----\ .2X& PLATE .2X& STUDS I X/ �& HITH 1/2"4> ANCHOR BOL TS FILL % . 'x . 4" X 4 X AT 2'•0" \ RE: PLAN CONCRETE CORE 4 4 RE: PLAN CONCRETE BEAM ---- --- 4' 4 4* 4' RE: PLAN (2)-#5>< CONTINUO 4 4 4 4 4" CONCRETE 1 4.. =11EI:11: r__I I TOPPINeSLAB 4 : . . CONCRETE III It 4 4' _. 4 #5 X 5'-01' 4 CURB FOAM FILL 4 4. 4 4 4 4 A AT CORNER OF 4 4- 4 #5 DOWELS AT I'-&" • 4 4' 4- PROVIDE I'-&" MIN. 4 4 H.H.F. k1pV BENT DOWELS. 4 DEVELOPMENT LENGTH RE: RE: PLAN TYPICAL 4 'A 4 4 4. RE: BUILDING A OR DRILL AND A EPDXY HITH Hil TI 5TIRRUP5 V -11N. 4. 4- 4 HY150 (10" t 4 RE PLAN EMBEDMENT) 4 _'X x _,L'% -.6 X X 4 SECTION S -4 TFN51ON 11 ' 4 q 4 . DEVELOPMENT 5/4" 1'-0" 4. CONCRETE LENGTH, RE: SCHEP, a 4 . 4 BEAM, RE: PLAN 4 4. -4. 4 ON PLAN 4 (TyP. AT - '4 4 91 4 4. .4 4 4 STD. q0c CONCRETE BEAM STIRRUPS 141 4 HOOK) RE. PLAN RE: PLAN 4. 4 4 4 4 i 4 4. T.O. SLAB�ek WIT .4 4' 4 STIRRUPS 1qj PROVIDE (e�) 4 ' a .. ° RE: PLAN RE- PLAN STD. qO* HOOK g4 4 1 . . : . (4)-TOP AND BOT TOM 4 PROVIDE (e�)-#& HITH 4 A, 4 A q * T.O. SLAB RE: PLAN HSS COLUMN RE: PLAN 5TE;>. <10 HOOK, 4 HITH 5/4" BASE PLATE ( TOP AND BOTTOM 4 4� - 4 4 4 AND (4)-3/4"(P 4 0 4 4 SECTION 14 fiw iml� 0, OP • 0/4 0 .0 0 •ist 4 ANCHOR E30LTS 4 5/4" = 1'-0" 4 4 4, A� � CURB 1 4 -4 RE: PLAN #5 X 2'-0" AT 4'-0" A A RE: BUILDING "A" 3 - A- X U J 4 . 4 A RE: E3UILDIN&'A'-/ &ECTION A-A SECTION ]<E). 1'-0' CONTINUOUS #5 AT CORNER OF (3 1- I ISSUE I DESCRIPTION SIECTION 4 BENT DOWELS 4° BLDG. DEPT. RESP FINAL CONST. BLDG. DEPT. RESP/ ISOLATION JOIN 4 5/4" = 11-0. TOP OF SLAB " TOP OF SLAB . 4 A i4l 4 4 4 _ X 5 ,_ O ,, RE: BLDG A RE: PLAN 4 ,V 4 4 AT CORNER RE PLAN 11 .4 OF BENT DOHEL5 w 4 - r - TYPICAL BEAM 4 4 4 4 SPLICE FOAM -\ FILL N5I4N DEVELOPMEN 7z 1 4 e f - -A LENGTH, RE: SCHED. 4-' MIN. 4' V 4 4 "A 4 R E. PLAN CONCRET E SLAB ON PLAN 'T*'�P_ 4 T.O. SLA ON METAL DECK 4 'I� A RE: PLAN 4 4 HOOK) 4 4. 4 4­4 4 4 4- . 4 CONCRETE BEAM 0 4* 4 Is 34 x X X X % X, 1, .4 a' - 4 - ' . 4 �4 RE: PLAN a e4 44 • V - ----- --------------- -------------------------- -------- 4 .0 is 0, * 0 is to j o a. 4 4 4. 4 0 j 0 4 4 4 4 .4 4 4 4 BEAM RE. PLAN 0 1 0 SECTION I 04 4 EMBED PLATE RE: PLAN . 4 4 . . 4 STEEL TRANSFER 4 a HALL BEAM � 4 4 RE: BLDG A 44 d 4', 4. CONCRETE BEAM RE: BUILDING "A" A eECTION IF::;t. 3/4" = 1 RE: GENERAL NOTES FOR STEEL CONNECTION DESIGN STEEL COLUMN WITH 1 1/2" TOP PLATE RE- PLAN 3/4" = I' -O" BEAM RE- PLAN I" STIFFENER EACH SIDE OF BEAM OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC- VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 20830.01 ISSUE I DESCRIPTION r t. BLDG. DEPT. RESP FINAL CONST. BLDG. DEPT. RESP/ Vail Ski Club 6111111111111 mm A ICI ATTACH ROOF d * - SHEATHING WITH 4 10d NAILS AT 5" ROOF SHEATHING RE- PLAN a 4 —RE: 4/5005 FOR BENT PLATE 4 4 LVL RE: PLANY RE: BUILDING A 5/e�"d> EXPANSION F BOLTS AT 2'-0" a FOR CORE RFINF. (5" MIN. EMBEDMENT) F-1 STONE VENEER RE: ARCH. Lj 3/ 1 1 -0 1, ELEVATOR 4 CORE WALL BENT PLATE RE PLAN 1/4" X 4 1/2" X 4 1/2" X CONTINUOUS AT EACH 51i6 17 FmsEr,> EMBED PLATE V 518X&X1'-O" WITH .- ' ... (2)-5/8 "X4" H.A.5. 4 a 4 AT 2'-0" RE: BUILDING A OR PLAN FOR CORE 4 REINFORCING STONE CAP L 4X4XI/2XCONTINUOU5 1 5 /8 "4> EXPANSION BEAM RE: ARCH BOLTS AT a'-O" PROVIDE F;Zf= PLAN 5" MINIMUM EMBEDMENT L 4X4X514XO'-10" 1/4" BENT PLATE RE; PLAN METAL DECK WITH CONCRETE SLAB RE: PLAN THRU BOLT RE PLAN 4" FROM BOTTOM OF BEAM . 4 M 4 STONE VENEER 1/4" BENT PLATE REz ARCH 4 1/4"X 1 4 A . X 1 Ilm— n 1 \_ELEVATOR HOIST BEAM c WITH 4" MINIMUM BEARING RE= BUILDING A — (— -BEAM FOR CORE - (0-1/2"(P BOLT RE: PLAN REINFORCING EACH SIDE 4 RE: ARCH FOR SLOPED 10. 4" M I N. TYR. VLL_� e- RIGID INSULATION ABOVE SLAB �5ECTION 14 6" PRECAST SLAB RE: ARCH. FOR FINISH #4 AT 10" EACH WAY RE.- PLAN RE: PLAN �N " �4 BARS, ek(IqN4) 5ERIF-5, 5/4" 1'-0" RE: BUILDING A DESIGN FOR I0OP5F UNIFORM FOR CORE Q LOADING AND LESS THAN REINFORCING a 4 515" LINE LOAD DEFLECTION : 41* a 4X4XI12XO'-g" EMBED WITH (:2)-5A8 "-P H.A.S. X (TYP. OF 4) RE. PLAN FOR EMBED PLATE 0 SECTION 2v�- 5/4" = 1' _O'' 13 4,4 . 4 cl 6 0 GRATING RE: 20/5003 a ° Y a v cl 1_4X4X318 WITH 5/91 11 EXPANSION '4- BOLTS AT 2'-0" PROVIDE 5" MINIMUM EMBEDMENT \—RE: BUILDINe A FOR CORE REINFO 0 &ECTION I& cl 4 - 4:, A & TI N 21 (2)-RONS OF IOd NAILS AT 5" DRAG STRUT RE: PLAN -ROOF 5HFATHINO O 3/4" = 1.-0" RE.- BUILDING A FOR CORE 4', 2 REINFORCING 4 40 (U -ROW (4)-5/4"<P THRU BOLTS RE: ARCH. FOR R101P (COUNTER SUNK I" MAX.) INSULATION ABOVE 4 10,d AT 3" ROOF DECK ROOF RAFTER RE: PLAN v - 0, __ ';�_ \--BEAM SIMPSON CIV15TIO :4. RE: PLAN ROOF SHEATHING STRAP (TYPICAL) RE= PLAN FOR RE: PLAN EMBED PLATE T60 DECKING TI ON 12 N &EC - DRAG STRUT 5/4" = 1'-0" STONE VENEER RE: PLAN RE: ARCH 1/4" KNIFE PLATE / 4/5003 FOR BENT PLATE ATTACH ROOF SI MILAR SECTION SHEATHING WITH AT 100 NAILS AT 3" LOPE BEAM AND ROOF SHEATHING LTP5 AT 1'-4" 2X& EXTERIOR SHEAR WALL WITH 1/2" APA BEAM RE: PLAN 5HEATHIN& ATTACH WITH 10d NAILS AT 4" ALONG PANEL EDGE 1, AND 1'-0" AT INTERMEDIATE SUPPORT {BLOCKED) DRAG STRUT RE: PLAN i A 5ECTION 22 STONE VENEER RE: ARCH. RE : 4/SOO 3 4. OVERFRAME 10d AT 3" .......... 4 RE: PLAN FOR CHIMNEY REINFORCEMENT BEAM RE: PLAN 4 2XI2 LEDGER ATTACH WITH EXPANSION BOLTS AT 2'-0" (5" MIN. EMBEDMENT) A &ECTION 23 3/4" = 1'-0" W.P. (4)-5/4"4P THRU BOI NIFF PLATE RE.- BUILDING A OR PLAN 17 FOR CORE REINFORCING 5ECTION 5/4" = 11-01, RE: F 1/4 1< PLAT] _AG SCREWS IOCI AT 4' OVERFRAME 1/2"0 THREADED ROr-> HELD TO BENT PLATE AT 2'-0" METAL DECK WITH CONCRETE A\ SLAB. RE: PLAN SIMPSON Ct-15TI6 STRAP BEAM RE: PLAN RE: BUILDINO A FOR GORE REINFORCING (4)-I6d NAIL-5 AT 1'-4 (4)-5/4"0 T HRU BOLTS COUNTERSUNK 3/4" MAX.) SECTION A -AA 0 Tde DECKING ROOF SHEATH INr--,p ROOF JOIST RE: PLAN 2X SL,ocriNca SLOPE RE: PLAN OUTRI06ER RE. PLAN ' 2X& EXTERIOR SHEAR BLOCKING UNDER LVL FASTEN RAFTERS TO RE: ARCH. RE. ARCH FOR FASTEN RAFTERS BEAM WITH (3)-f6d NAILS 5ACK5PAR EQUAL TO RIGID INSULATION NAILS, TOENAIL RE: BUILDING A 2X CANTILEVER LENGTH ABOVE ROOF D ECK SUPPORT (BLOCKING) FOR CORE . ,4 4' 6" 4"j,�2" ATTACH k4ITH (2)-ROk4S ROOF SHEATHINO ROOF SHEATHING RE: PLAN REINFORCING 4 a. . T 4 e IDFr_<INC-:p RE: PLAN SECTION a EACH OUTRIGGER RE. BUILDING A 5/4" 1'-0" OR PLAN FOR CORE LVL RE: PLAN —(2)-RON5 REINFORCING 4 2X BLOCKING WITH 1/2"4) X 4" H.A.5. (5)-3/4"� THRU BOLTS ROOF SHEATHING ° JOCI AT 5" RF; PLAN (COUNTER SUNK I" MAX,) INFILL CMU —CONTINUOUS E3EVFI ED OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT BEARING PLATE RE: ARCH 3 14"Xe5"X�" EMBED 4 4 q) BEAM LANDSCAPE ARCHITECT HART/HOWERTON PLATE WITH (2)-#4 CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO RE: PLAN T DECKING BEAM RIF PLAN RE. PLAN X2'-O" D.B.A. NO. DATE LVL RE. PLAN RE. PLAN L4X4XI14 X 0'-4" TOP AND RE: PLAN FOR 09-15-03 CLIP ANGLE EACH 01 01.10.06 4" BOTTOM EMBED PLATE 0— RE- ARCH. CONTINUOUS BEVELED (0-1/2" <D THRU-BOLT ATTACH WELDED ORATING -7 4 a go 4. H55 BEAM TO STEEL BEAM AS RE PLAN \ BLDG. DEPT. RESP. BLOCK UNDER EACH RE: ARCH. RECOMMENDED BY RE: ARCH FOR RIGID INSULATION ------- WITH 5HEATHIN& ABOVE ROOF DECK MANUFACTURER ------------ RE: PLAN BEAM HSS STEEL COLUMN pd SECTION -DRAC-i STRUT STONE VENEER RE: PLAN CONDITION OMIT RE: PLAN RE: ARCH LVL WITH 5HFATHINO Tte DECKING ROOF SHEATHING 1/4" KNIFE PLATE 4 RE: PLAN * 44 ROOF 5HEATHINO STEEL BEAM RE: PLAN RE: PLAN [ —ROOF RE- PLAN 'NICHOLS WELDED T$0 DECKING 9. GRATING: HOT DIPPED GALVANIZED WITH 5ECTION IE7 1/4" X 3/16" BEARING " �4 BARS, ek(IqN4) 5ERIF-5, 5/4" 1'-0" RE: BUILDING A DESIGN FOR I0OP5F UNIFORM FOR CORE Q LOADING AND LESS THAN REINFORCING a 4 515" LINE LOAD DEFLECTION : 41* a 4X4XI12XO'-g" EMBED WITH (:2)-5A8 "-P H.A.S. X (TYP. OF 4) RE. PLAN FOR EMBED PLATE 0 SECTION 2v�- 5/4" = 1' _O'' 13 4,4 . 4 cl 6 0 GRATING RE: 20/5003 a ° Y a v cl 1_4X4X318 WITH 5/91 11 EXPANSION '4- BOLTS AT 2'-0" PROVIDE 5" MINIMUM EMBEDMENT \—RE: BUILDINe A FOR CORE REINFO 0 &ECTION I& cl 4 - 4:, A & TI N 21 (2)-RONS OF IOd NAILS AT 5" DRAG STRUT RE: PLAN -ROOF 5HFATHINO O 3/4" = 1.-0" RE.- BUILDING A FOR CORE 4', 2 REINFORCING 4 40 (U -ROW (4)-5/4"<P THRU BOLTS RE: ARCH. FOR R101P (COUNTER SUNK I" MAX.) INSULATION ABOVE 4 10,d AT 3" ROOF DECK ROOF RAFTER RE: PLAN v - 0, __ ';�_ \--BEAM SIMPSON CIV15TIO :4. RE: PLAN ROOF SHEATHING STRAP (TYPICAL) RE= PLAN FOR RE: PLAN EMBED PLATE T60 DECKING TI ON 12 N &EC - DRAG STRUT 5/4" = 1'-0" STONE VENEER RE: PLAN RE: ARCH 1/4" KNIFE PLATE / 4/5003 FOR BENT PLATE ATTACH ROOF SI MILAR SECTION SHEATHING WITH AT 100 NAILS AT 3" LOPE BEAM AND ROOF SHEATHING LTP5 AT 1'-4" 2X& EXTERIOR SHEAR WALL WITH 1/2" APA BEAM RE: PLAN 5HEATHIN& ATTACH WITH 10d NAILS AT 4" ALONG PANEL EDGE 1, AND 1'-0" AT INTERMEDIATE SUPPORT {BLOCKED) DRAG STRUT RE: PLAN i A 5ECTION 22 STONE VENEER RE: ARCH. RE : 4/SOO 3 4. OVERFRAME 10d AT 3" .......... 4 RE: PLAN FOR CHIMNEY REINFORCEMENT BEAM RE: PLAN 4 2XI2 LEDGER ATTACH WITH EXPANSION BOLTS AT 2'-0" (5" MIN. EMBEDMENT) A &ECTION 23 3/4" = 1'-0" W.P. (4)-5/4"4P THRU BOI NIFF PLATE RE.- BUILDING A OR PLAN 17 FOR CORE REINFORCING 5ECTION 5/4" = 11-01, RE: F 1/4 1< PLAT] _AG SCREWS IOCI AT 4' OVERFRAME 1/2"0 THREADED ROr-> HELD TO BENT PLATE AT 2'-0" METAL DECK WITH CONCRETE A\ SLAB. RE: PLAN SIMPSON Ct-15TI6 STRAP BEAM RE: PLAN RE: BUILDINO A FOR GORE REINFORCING (4)-I6d NAIL-5 AT 1'-4 (4)-5/4"0 T HRU BOLTS COUNTERSUNK 3/4" MAX.) SECTION A -AA 0 Tde DECKING ROOF SHEATH INr--,p ROOF JOIST RE: PLAN 2X SL,ocriNca PROVIDE BEVELED RE: PLAN OUTRI06ER RE. PLAN ' 2X& EXTERIOR SHEAR BLOCKING UNDER LVL FASTEN RAFTERS TO (ONE EACH FACE OF ROOF J015T) PROVIDE RE. ARCH FOR FASTEN RAFTERS BEAM WITH (3)-f6d NAILS 5ACK5PAR EQUAL TO RIGID INSULATION NAILS, TOENAIL TOENAIL (TYPICAL) 2X CANTILEVER LENGTH ABOVE ROOF D ECK SUPPORT (BLOCKING) BEAM 10d AT 3" ATTACH k4ITH (2)-ROk4S ROOF SHEATHINO ROOF SHEATHING RE: PLAN OF I&CI NAILS AT 6" A55 AT P-4" T 4 e IDFr_<INC-:p RE: PLAN SECTION a EACH OUTRIGGER RE. BUILDING A 5/4" 1'-0" OR PLAN FOR CORE LVL RE: PLAN —SIMPSON LSSU REINFORCING 4 2X BLOCKING WITH 1/2"4) X 4" H.A.5. ROOF SHEATHING ° JOCI AT 5" RF; PLAN 92;=, P1 AN —CONTINUOUS E3EVFI ED OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT BEARING PLATE AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO BEAM LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO RE: PLAN T DECKING BEAM RIF PLAN rt ROOF JOIST NO. DATE LVL RE. PLAN RE. PLAN L4X4XI14 X 0'-4" DD PRICING - 09-15-03 CLIP ANGLE EACH 01 01.10.06 T8 DECKING FACE, ATTACH WITH 04.03.06 RE- ARCH. CONTINUOUS BEVELED (0-1/2" <D THRU-BOLT SIMPSON 5DS SCREWS -7 BEARIN& PLATE H55 BEAM PROVIDE BEVELED RE PLAN 07.05.06 BLDG. DEPT. RESP. BLOCK UNDER EACH RE: ARCH. 2X6 EXTERIOR WALL RE: ARCH FOR RIGID INSULATION OUTRIGGER WITH 5HEATHIN& ABOVE ROOF DECK RE: PLAN BEAM RE: PLAN SECTION AT SIMILAR IMPSON5DS SCREWS CONDITION OMIT 2X& EXTERIOR WALL -3/4" I.-Ol. LVL WITH 5HFATHINO Tte DECKING ROOF SHEATHING RE: PLAN -3/4" = P-O" ROOF 5HEATHINO RE: PLAN RAFTERS [ —ROOF RE- PLAN T$0 DECKING ROOF JO 15 RE: PLAN BEAM RE: PLAN BEAM RE. PLAN BEAM CONTINUOUS RE: PLAN BEVELED ' 2X& EXTERIOR SHEAR BEARING "ALL WITH 1/2" APA PLATE 5HEATHINe ATTACH FASTEN RAFTERS WITH 10d NAILS AT BEAM WITH (3)-I&d 4" ALONG PANEL NAILS, TOENAIL EDOE AND 1'-0" AT (TYPICAL) INTERMEDIATE SUPPORT (BLOCKING) BEAM 10d AT 3" RE-. PLAN ROOF SHEATHINO 5HEATHINO ATTACH RE: PLAN 0 );= T I ee� I I I A55 AT P-4" PLAN FOR (2)-I6d NAILS AT 1BED PLATE "0 THRU BOLT ��C�ION BEAM — RE z PLAN L4X4XI/4 X 0'-4" CLIP ANGLE EACH FACE, ATTACH P (0-11/2"d) THRU-BOLTS EACH 51 DE RE: ARCH. � A- CONTINUOUS BEVELED 2XI2 TREATED LEDGER AT SIMILAR BEARING 4 PLATE ATTACH WITH (2) - 5A SECTION OMIT FASTEN RAFTERS BEAM WITH (3)-I&d EXPANSION BOLTS BEAM 151 NAILS, TOENAIL I (TYPICAL) AT 2'-0" (5" MIN. EMBED) 2X BLOCKING 2X6 ]EXTERIOR SHEAR BEAM - RE: PLAN HALL 1 1/2" APA 5HEATHINO ATTACH WITH 10d NAILS AT 111 M g1­ 11"zw,"'Ik� T 4 e IDFr_<INC-:p RE: PLAN SECTION a \_T4e DECKING RE. BUILDING A 5/4" 1'-0" OR PLAN FOR CORE 4 —SIMPSON LSSU REINFORCING 4 HANOER 2X6 EXTERIOR WALL WITH SHEATHINCE RE: PLAN FASTEN RAFTERS TO-/ BEAM WITH (5)-I&d NAILS, TOENAIL (TYPICAL) -ROOF RAFTER .1 RE: PLAN P A_ I 4 Td& DECKING AE 2XI2 TREATED LEDGER ATTACH WITH AEXPANSION BOLTS O 2'-0" (5" MIN. EMBED) E C T I N 13. ROOF 5HEATHINO 3/4' = 11 RE: PLAN ATTACH TO HSIF7 kqITH 0.145 POWER ACTUATED PINS AT 6" 2X BL00<11NO — 5IMP50N CIVISTC10 STRAP TYPICAL 2X& EXTERIOR "ALL WITH SHEATHING RE. PLAN 5IMP50N HUG HANOER, RE- ARCH FOR RIGID INSULATION ABOVE ROOF DECK SECTION 2- 3/4" = 1'-0" VENT, RE: ARCH FOR LOCATION :2X BLOCKING ROOF SHEATHING RE: PLAN RE: PLAN 12 41 &ECTION =1 3/4" 11-0'. ROOF RAFTER - RE: PLAN / RE. PLAN STRAP TO PLATE 2X6 EXTERIOR WALL 5 WITH 5HEATHINC - 2X BLOCKING -ROOF RAFTER, RE: PLAN RE: ARCH FOR RIGID INSULATION ABOVE ROOF r_>Fc_< T4 DECKING RIDGE BEAM RF=. PLAN A SECTION 3 5/4" mu kyj STONE VENEER RE- ARCH. 3/&" X 101 X 01-10" x CONTINUOU5 BENT PLATE WITH I/4" STIFFENERS AT Z-O". PROVIDE .5/&'O EMBED PLATE AND BEAM .4 4, EXPANSION BOLT AT 2'-0" CONNECTION (5" MINIMUM EMBEDMENT) 4 10d AT 5" i i ROOFSHEATHINO 4 4 RE: PLAN RE: BUILDING - A FOR CORE REINFORCING 12 ly '4 2X1 LEPOER, ATTACH WITH H55 BEAM EXPANSION BOLTS AT RE. PLAN 2'-0* (5" MIN. EMBEDMENT) BEAM RE- PLAN O ATTACH WITH 5/8 " 1/2" 4 LAO Sc WITH BEVELED WASHER. EXPANSION BOLTS AT 4'-0" (2" COUNTER PROVIDE 4" MINIMUM 5ECTION .4 SUNK) PENETRATION INTO BEAM 5/4" = 1'-0" RE: ARCH FOR 2X BLOCKING RIGID INSULATION ABOVE ROOF DECK — ROOF RAFTERS RE. PLAN ROOFSHEATHINO -------- RE: PLAN ` BLOCK tNo —BEAM RE- PLAN Tile DECKING CONTINUOUS BEVELED BEARING PLATE BEAM RE: PLAN 5/4" CONTINUOUS BEVELED BEARING PLATE FASTEN RAFTERS BEAM WITH (3)-I&d NAILS, TOENAIL I (TYPICAL) LTP5 AT 1'-4" 2X BLOCKING 2X6 ]EXTERIOR SHEAR HALL 1 1/2" APA 5HEATHINO ATTACH WITH 10d NAILS AT 111 M g1­ 11"zw,"'Ik� 4" ALONG PANEL EDGE AND 1'-0" AT INTE RMEDIATE SUPPORT (BLOCKING) 1/4" BENT PLATE L4X-4XCONTINUOU5 WITH 1/2"4) X 4" H.A.5. AT 4'-0" JOCI AT 5" ROOF SHEATHING 92;=, P1 AN '4 2X1 LEPOER, ATTACH WITH H55 BEAM EXPANSION BOLTS AT RE. PLAN 2'-0* (5" MIN. EMBEDMENT) BEAM RE- PLAN O ATTACH WITH 5/8 " 1/2" 4 LAO Sc WITH BEVELED WASHER. EXPANSION BOLTS AT 4'-0" (2" COUNTER PROVIDE 4" MINIMUM 5ECTION .4 SUNK) PENETRATION INTO BEAM 5/4" = 1'-0" RE: ARCH FOR 2X BLOCKING RIGID INSULATION ABOVE ROOF DECK — ROOF RAFTERS RE. PLAN ROOFSHEATHINO -------- RE: PLAN ` BLOCK tNo —BEAM RE- PLAN Tile DECKING CONTINUOUS BEVELED BEARING PLATE BEAM RE: PLAN 5/4" Vail Ski Club ROOF FRAMING SECTIONS ' g 111 M g1­ 11"zw,"'Ik� OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ADS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 20830.01 ISSUE ISSUE ISSUE NO. DATE DESCRIPTION - 08-25-03 DD PRICING - 09-15-03 FINAL DD 01 01.10.06 FOR CONSTRUCTION 04.03.06 BLDG. DEPT. RESP/ FINAL CONST. 05.15.06 BLDG. DEPT. RESP FINAL CONST- 07.05.06 BLDG. DEPT. RESP. I Vail Ski Club ROOF FRAMING SECTIONS a U :08 IM 931 p pt mtr, I COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 20830-01 ELOAS10111�11 ISSUE DESCRIPTION ==I[" - will BLDG. DEPT. RESP/ Vail Ski Club 1. RE: BVILPINe A SHEET 5101 FOR FOWPATION INFORMATION. -------------- - - - - - - - - - - - - - - - - - - - - - - - - - t t t � c�00t �Ut2.8 I ml 1,4` 0E ��' REx o r- I REINFORCING LAP 5CHEDULE (INCHES) (5000 PSI NORMAL VIEIC:; r-ONC-RETE) BAR 51ZE TEN51ON DEVELOPMENT LENGTH, Id TENSION LAP SPLICE LENGTH, 1 HOOK DEVELOPMENT LENGTH, ldh TOP HOR. OTHER TOP HOR. OTHER 5 17 15 22 17 (5)-#10 BOTTOM 4 22 17 2q 22 5 2& 21 56 28 if & 33 25 45 53 13 - 7 4S 37 63 48 15 & 55 42 72 55 1'7 q ro 2 415 e�l 62 IA 10 70 54 Cil 70 22 CONCRETE BEAM SCHEDULE MARK WIDTH DEPTH CONTINUOUS BARS STIRRUPS (5)-#& TOP FB`,] 5e�ll (5)-#10 BOTTOM #4 AT 16 " (5)-#6 TOP H (&)-#10 BOTTOM #4 AT Iro" (t>)-#& TOP BB (6)-#10 BOTTOM #4 AT W' TOP B F 4� 24" (&)-#10 BOTTOM #4 AT 12" CIE B5 48" (10)-#10 TOP (56)-#10 BOTTOM #4 AT 4" (1/4L) #4 AT 8" (1/21-) (3 ROWS OF 12) *[H] #4 AT e,>" #4 AT 4" #4 AT 4" 1/41- 1/21- 1/41- 1/4"=V 1. RE: BUILDING A SHEET 5106 FOR FRAMING INFORMATION. BUILDING C 0 9 tJ d r r r ( ! t ! t I ( I J J t J / r t I / I f r t ! r / ! f t r I t f ! � i r I ! r J t f ! / f I ( J t ( J I f r ! ( I ! ( f I ( I t / I I ( / I / Ir 1 I ( - f t t t I t f I ! I / ( ! f ( r / , t t ( I x , t ! I x I ( J I ( I r ! ! I 1 x f I / t I / J / l I / t / t ( J / I I I x / I J x r I r I f r / I t t ! r I I I t I r I I f f / f r r ! J r r x t ! t ( r / f r ( I r r 1 I ! r / / r t y I J t { t ! ! r 1 J r x f t ! t r ! I I t r ! I / I r x J J , , x J I f t l / I / t r I ( r r t r r ( r ( r ( r f ! r ( � r t t r I t t t t I ( r ! ( r J ! r 4 I x 1 N ( ! N ( I t u , r _ / t ( r t t C07 t I ( t ( I ( r O ( t � ! J � t / � I I J t ! r U rr J o ! t C2 J i m .,o r NN <1 CLUB LEVEL �1CNG; F=L > N 1/4" = 1 -0" FLOOR FRAI PING NOTES: 1. HEADED ANCHOR STUDS SHALL BE 5 /S "t1> X 3" SPACED AT 1' -0" U.N.O. A. [XX3 INDICATES XX H.A.5. DISTRIBUTED EQUALLY ABOUT THE BEAMS LENGTH. 2. FOUNDATION WALLS ON TOP OF THE PARKIN.& STRUCTURE ROOF SHALL BE 10" THICKNE55 UNLESS NOTED OTHERWISE. 3. THE STAIR AND ELEVATOR GORES SHALL BE 8" AND 10" C.I.P. WALLS. 4. N INDICATES COLUMN UP ONLY. 5. <XXX " -XX "> INDICATES TOP OF BEAM ELEVATION OR PLATE HEI&HT ELEVATION. 6. RE: ROOF PLAN FOR UP ONLY COLUMN SIZES. - f. WOOD COLUMNS '.SHALL BE CONTINUOUS FROM FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN SIZES AS NOTED. 8. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED U51NG 2X6 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR STUDS CAN BE SPACED 2' - FOR WALLS SHORTER THAN 10' -C ", STUDS SHALL BE SPACED AT 1' -4" FOR WALLS SHORTER THAN 14' -0" AND TALLER THAN 10' -0 ". a. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS 5TUD5 FROM FLOOR TO ROOF (INCLUDING RAKE WALLS). 10.(3 INDICATES COLUMN DOWN ONLY. 11. RE: SHEET 500.2 FOR EMBED AND BEARINC51 PLATE SCHEDULES. ER INDICATES EMBED PLATE CAST IN WALL. INDICATES BEARING PLATE CAST IN BEAM POCKET. 12. ALL HSS COLUMNS SHALL HAVE 3/4" THICK BASE PLATES AND W-3/4"d> ANCHOR BOLTS. RE: I S/5002, I q/5002. BUI LDING MA CH H55 8 LL P � a AT pN pT't A ytrTH FU AT GOB rte„ ��v C0� 1/:2" LV CpL U�t 6M 2X p1,UN C pL,UM r >0 t 1,12 / 4 Cpl MN PRp�(it7 Ov t tEAC� ' �„ �,pNG� 'w/E�tEE� tpNS c„ ptt�N y tTN V09- p\/' ARC , pptttNpS` PR �p.CH AN� 0 AND �OR-tZONTAL ,A.ND AT 2'- � U 4e 50 t� t��• -° t t • :1 14,^ .. 1 } i 1 t } UNLESS NOTED OTHERNISE, ALL EXTERIOR HALLS REQUIRE 1/2" PLYWOOD SHEATHING ONE SIDE KTH Bid AT b" EDGES AND 1' -0" INTERIOR, WITH 1/2" d> ANCHOR BOLTS AT 4' -0". ATTACH WALL PLATES TO BLOCKING OR RIM BOARD WITH SIMPSON t A35 CLIPS AT 2' -0" ALL EXTERIOR TOP PLATE: LAP SPLICE CONNECTIONS SHALL BE ATTACHED WITH (14) -Ibd NAILS �4E AF;i� WAL &CAE DUL E !MALL 5HEATHINO AND HOLD DOWN5 FOR ANCHOR BOLTS TYPE FASTENER PATTERN FOUNDATION ` - t 1/2 " PLYWOOD 5HEATHIN0 SIMPSON STHDI4 1/2" (P X 10" ANCHOR BOLT 1 WITH Sd AT 4" AT AT 2' -O" PANEL EDGES NOTES: 0 t _ }. ALL SHEAR WALL EDGES BLOCKED WITH 2" NOMINAL OR LARGER FRAMING (BLOCKED). FASTEN SHEATHING TO INTERIOR FRAMING WITH 8d AT f 2. ALL HOLD -DOWNS TO BE INSTALLED IN STRICT ACCORDANCE WITH MANUFACTURER'S INSTALLATION INSTRUCTIONS. 4. EXTENT OF SHEAR WALL DENOTED BY " t t 5. STUD SPACING 15 DETERMINED BY 5PACING OF 1O15T5 /TRU55E�a BEARING ON WALL AND SHALL BE AT 2 -O MAXIMUM. ` t 6. PLYWOOD WALL SHEATHING SHALL EXTEND S I/8" BELOW WALL BOTTOM PLATE OF UPPER MALL AND SHALL EXTEND - i" ABOVE l ca fF2VT. ! TOP PLATE OF LOWER WALL. A�TACN d> y( I~ r X �M MFN ?. t t i i 1' 11 t j S ,pt,,,TS • 1 �>C,tfO�., 1 t I ` t i AT o _ S �� { ✓l - � .. t t t � tC (t � MN � Jam/!- C''OL" }•t _ ""`� �� x ` } t t l t 00 r/ 11 2 „ ' ( V Cpl - N i '1 X6 } lk 5 t Atl 01 1 ..;.- � ' 4 '� � ^ft S ^� f i 1 �....'"".. -. 5 . t l � °'1 .% ° 'i v A_ ;. t i •S 1 ✓"'.. "' 1� xl r t t � 1 5 „ X 5 1/2,. X t/4" 1 H55 5 V2 Cpt, -tat At4 AT 2 ' - p „ t t N Ut t v2" t ti ytt�'N 1 161T t' - AND t " t L r = ,50 t w t t t t t t t t ROOF WOOD FRAMINC�z NOTES: 1. ROOF SHEATHING 518" (40/20 SPAN RATING). STAGGER PANEL END JOINTS AND FASTEN WITH 10d NAILS AT 6" MAXIMUM ALL EDGES AND I' -0" MAXIMUM OTHER SUPPORTS (SEE ROOF DIAPHRAGM NAILING SHEET 5100). 2. RE: ARCHITECT FOR ROOF SLOPES AND BEARING PLATE HEIGHTS NOT NOTED. 5. ALL HEADERS SHALL BE (3) - 2XS WITH HUC 5IMP50N HANGER AS REQUIRED UNLESS OTHERWISE NOTED. ALL HEADERS SHALL BE BUILT OUT TO 5 1/2" OR 3 1/2" WIDTH BY ADDING PLYWOOD SHIMS AS REOUIRED. 4. ALL HEADERS LONGER THAN 6' -0" SHALL REQUIRE TWO TRIM 5TUD5 AND TWO KING STUDS EACH SIDE. 5. ALL J015T HANGERS SHALL BE SIMPSON LUP, WP OR L55V TYPE UNLESS NOTED OTHERWISE. 6, ALL BEAM TO COLUMN CONNECTIONS, BOTH TOP AND BOTTOM SHALL USE SIMPSON PLATE CONNECTORS UNLESS NOTED OTHERWISE ON DETAILS. T, ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO ROOF (INCLUDING RAKE WALLS). S. < > INDICATES TOP OF ROOF BEAM, OR TOP OF STEEL HEIGHT OR TOP OF CORE. q. SEE SHEET SO0I FOR OFNERAL NOTES. 10. RE: ARCHITECT FOR CHIMNEY 5IZE5 AND LOCATIONS NOT NOTED ON STRUCTURAL PLANS. 11. OVER FRAMING SHALL BE 2X6 MINIMUM AND SHALL BE POSTED DOWN TO MAIN TRUSSES ON A�" -r.RID NOT TO EXCEED 4' -0" X 4' -0" (16 FT 12. ALL COLUMNS SHALL BE (3) -2X6 UNLESS OTHERWISE NOTED. 13. FOR ROOF DIAPHRAM NAILING SCHEDULE SEE SHEET 5001. 14. "LVL" INDICATE5 VERSA -LAM BEAMS, AS MANUFACTURED BY BOISE CASCADE CORPORATION. Al TERNATE5 SHALL HAVE THE SAME OR GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL NOTES. 15. Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ON PLANS. 16. ■ INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. 1'I. "� INDICATES TOP OF STRUCTURAL FLOOR. lei. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO NOTED COLUMN 51ZF5 AS REGtUIRED. IG. ALL EXTERIOR WALLL5 SHALL BE CONSTRUCTED U5ING 2X6 5TUO5. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL INFORMATION. EXTERIOR 5TUD5 CAN BE 5PACED 2' - FOR WALLS SHORTER THAN 10' -0". STUDS SHALL BE SPACED 1' -4" FOR WALL SHORTER THAN 14' -0" AND TALLER THAN 10' -0". 20. ALL BEAM/BEAM AND BEAM /COLUMN CONNECTION5 SHALL BE MADE: WITH 5IMP50N STEEL PLATE CONNECTORS UNLESS NOTED OTHERWISE. 21. RE: ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF ROUGH OPENINGS IN WOOD STUD WALLS. 22. RE: ARCHITECTURAL DRANING5 FOR HANDRAIL AND STAIR FRAMING DETAILS. 23. ALL WALLS SHALL HAVE CONTINUOUS STUDS FROM FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLS). 24. 0 INDICATES SHEAR WALL RE: SCHEDULE. 25. ALL ROOF SLOPES SHALL BE 4:12 U.N.O. 2b. ALL TIMBER BEAMS AND TRUSS MEMBERS SHALL BE STRUCTURAL #I GRAPE OR BETTER DOUeLA5 - FIR. 21. RE: SHEET 5105 FOR TRUSS ELEVATIONS / DETAILS. 28. EPX INDICATES EMBED PLATE IN CAST IN PLACE WALL. RE: 5002 2cl. ALL DOU<- LAS FIR LARCH SELECT STRUCTURAL COLUMNS SHALL HAVE Fc. = 11-50 PSI AND FIB = 1500 PSI. - CONCRE CORE RE : FLA F P _5 1 EMBED PLATE RE; 500 TRU55 RE: ELEV. T RU55 RE: PLAN. x DETAIL a A5 W4" = 11-01, I T SELECT STRUCTURAL IOXIO ROUGH 5AAN TIMBER COLUMN PLANED TO 8X8 FROM BOTTOM OF TRU55 CORP TRUSS RE. PI AN. NOTCHED AROUNI 8X8 COLUMN 3/4" <P THRU BOLTS COUNTERSUNK AND PLU Cz.7ED NOTCH CHORD AROUND VERTICAL TRUSS MEMBER (TYPICAL) I 5/4" (P THRU BOLTS COUNTERSUNK AND TRU55 RE: ELEV. 5ECTION X-X T40 Kit: FLAN RE: PLAN Al2-7 ROOF SHEATHING — 2X NAILER RE. PLAN k q, 5/4" I,_011 ROOF 5HEATHIN0 RE: PLAN BENT 1 BEAM RE: PLAN T40 RE: PLAN— 2X NAILER VENEER RE: ARCH AND 1: X 4 zz::z —1/4' STEEL 12 PLATE zz WITH _: 4 THRU BOLTS -EMBED PLATE RE PLAN —CONCRETE CORE 4 RE: PLAN 4 N 1/4' ROOF SHEATHING RE: PLAN X ROOF JOIST_�__ RE: PLAN ROOF 5HEATHINO BENT W16 BEAM RE: PLAN RE: PLAN 5/1(0 WITH CONT. 2X NAILER AND 1/2NP ROOF JOIST THRU BOLTS AT 1`-0" r 5TA66FRED RE: PLAN 5/1 L &X4X5116X0*-&" ROOF RE: I= 3/4" 4> THRU BOLTS COUNTERSUNK AND PLUGGED BENT RE: F BEVELED TOP PLATE tffwix� 37=_ ROOF SHFATHIN& RE: PI AN ROOF RE: PLAN BENT Nl& BEAM RE- PLAN WITH CONTINUOUS 2X NAILER AND 1/2"(P THRU BOLTS AT P-O" STAGGERED -- .--L &X4X51I&XO'-b "' ICl/ I^ (2) SIMPSON 505 1/4 "X6" AT 4'-0" ON CENTER Ta& PLAN 0 0 0 2 1/2" 1 0 0 5 1/2, � NOTCHED e RID&F BEAM 4X BLOCKIN 5 1/2 RE: PLAN STEEL KNIFE PLATE SECTION X-X WITH (4) 3/4"<P THRU BOLTS, COUNTERSUNK I" MAXIMUM Tillie I ROOF RE; F 50 5 1/2" COLUMN RE : PLAN ROOF 5HEATHINC7 511115" —BENT 1^116 BEAM RE: PLAN RE: PLAN BENT kql& BEAM RE: PLAN WITH CONTINUOUS 2X NAILER AND 10 WITH CONTINUOUS 2X NAILER AND 112"(P 1/2"<P THRU BOLTS AT 1`-0" THRU BOLTS AT 1'-0" 5TACGOERED STAGGERED ROOF J015T-_,� RE: PLAN L &X4X51I(5XO'-&" 51111, 1^V (2) SIMPSON 5P5 N L &X4X5/I&XO'-&" 114"Xro" AT 4*-0" PV (2) 51 MP50N SP5 ON CENTER- 114"X&" AT 4'-0" ON CENTER T40 T40 RE: PLAN RE : PLAN j 0 '*_ PLUGGED (N BENT W16 BEAM RE- PLAN K_ �� j 5" U) i i 4 o f r 1 ROOF JOIST 2 1/2" TRU55 RE: ELEV. 5ECTION X-X T40 Kit: FLAN RE: PLAN Al2-7 ROOF SHEATHING — 2X NAILER RE. PLAN k q, 5/4" I,_011 ROOF 5HEATHIN0 RE: PLAN BENT 1 BEAM RE: PLAN T40 RE: PLAN— 2X NAILER VENEER RE: ARCH AND 1: X 4 zz::z —1/4' STEEL 12 PLATE zz WITH _: 4 THRU BOLTS -EMBED PLATE RE PLAN —CONCRETE CORE 4 RE: PLAN 4 N 1/4' ROOF SHEATHING RE: PLAN X ROOF JOIST_�__ RE: PLAN ROOF 5HEATHINO BENT W16 BEAM RE: PLAN RE: PLAN 5/1(0 WITH CONT. 2X NAILER AND 1/2NP ROOF JOIST THRU BOLTS AT 1`-0" r 5TA66FRED RE: PLAN 5/1 L &X4X5116X0*-&" ROOF RE: I= 3/4" 4> THRU BOLTS COUNTERSUNK AND PLUGGED BENT RE: F BEVELED TOP PLATE tffwix� 37=_ ROOF SHFATHIN& RE: PI AN ROOF RE: PLAN BENT Nl& BEAM RE- PLAN WITH CONTINUOUS 2X NAILER AND 1/2"(P THRU BOLTS AT P-O" STAGGERED -- .--L &X4X51I&XO'-b "' ICl/ I^ (2) SIMPSON 505 1/4 "X6" AT 4'-0" ON CENTER Ta& PLAN 0 0 0 2 1/2" 1 0 0 5 1/2, � NOTCHED e RID&F BEAM 4X BLOCKIN 5 1/2 RE: PLAN STEEL KNIFE PLATE SECTION X-X WITH (4) 3/4"<P THRU BOLTS, COUNTERSUNK I" MAXIMUM Tillie I ROOF RE; F 50 5 1/2" COLUMN RE : PLAN ROOF 5HEATHINC7 511115" —BENT 1^116 BEAM RE: PLAN RE: PLAN BENT kql& BEAM RE: PLAN WITH CONTINUOUS 2X NAILER AND 10 WITH CONTINUOUS 2X NAILER AND 112"(P 1/2"<P THRU BOLTS AT 1`-0" THRU BOLTS AT 1'-0" 5TACGOERED STAGGERED ROOF J015T-_,� RE: PLAN L &X4X51I(5XO'-&" 51111, 1^V (2) SIMPSON 5P5 N L &X4X5/I&XO'-&" 114"Xro" AT 4*-0" PV (2) 51 MP50N SP5 ON CENTER- 114"X&" AT 4'-0" ON CENTER T40 T40 RE: PLAN RE : PLAN j 0 '*_ BENT 1,416 BEAM Kt--: t `'' I - p� ,.%u' �. `'''•,..'`"•,..,`�� RE PLAN 12 2X NAILER 4 ....... TRU55 RE. ELEV. 3: ROD z PURLIN NOT -Zz SHOWN FOR CLARITY < L6 1 1/2 , z A fY 2 NOTCHED 4X8 TE BEAM RE- PL AN NOTCHED 4X6> N . .............. 4" /—`13LOCKIN& BETWEEN x • 4" CHORDS LOCKING RE: PLAN q ROOF SHEATHING X 3/4" (P THRU BOLTS COUNTERSUNK AND PLUGGED NOTCH CHORD AROUND VERTICAL TRUSS MEMBER (TYPICAL) W � 7 f ill IJ X W/ (2)'51MP50N 5P5 0 BENT W16 BEAM RE- PLAN 0 �� j 5" 1 0 1 i i 4 o f r 1 ROOF JOIST 2 1/2" 1/2"<P THRU BOLTS AT P-O" COMPANY AVON, COLORADO 4 1 / 4 R E : PLAN 114"" AT 4'-0" Mo STAGGERED LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK tY Pt 4x ISSUE NO. ISSUE DATE L &X4X51IrbX0'-6" RE: ARCH. 2 1/2" DD PRICING 01 01.10.06 FOR CONSTRUCTION 0 04-03-06 1 2 / FINAL CONST. 114"X6" AT 4'-0" ON CENTER 4 ON CENTER 314" THRU BOLT 2 1/2 C) 1 L_J COUNTERSUNK AND 0 � --- c W 2 ,, 0 PLUGGED RE- PLAN x 2 1/2" I" I" 9P TIEROP 1/4" STEEL PLATE EACH INSIDE __j N OTCHED 4X8 Uf;_1 1 FACE OF CHORD ks1ELF,>E0 TO EMBED PLATE 5.1 L (oX4X51(bXO'-6" ROOF 5HEATHIN(5i 2 1/2 :: 0 W/ V (2) SIMP50N SDS RE: PLAN 2 11 2 " ED 114"Xib" AT 4'-0" 2 1/2 ON CENTER ROOF JOIST 1�2 1 RE: PLAN 1 12 " NOTCHED 4X&--"" #2 1/2 of EV15 NOTCHED 4><e�_� i l WITH TURNBUCKLE L7 1/4"L 5X BLOCKIN67 AT CENTER BEAM RE: PLAN (TYPICAL) \ _BENT BEAM RE: PLAN L -3 I/2X,3I/2XI/4XO'-4" I r —BEAM RE: PLAN FE 1/4" STEEL KNI PLATE NI& BEAM RE- PLAN 1/4" STEE SP5 114"XC5" SECTION X-X BLOCKING WITH CONT. 2X NAILER NOTCHED 4X8 BEAM RE: PLAN 47; AND 1/2"(P THRU BOLTS WITH (4) 5/4"0 1 /4" KNIFE PLATE "TH (4) 5/4"(P THRU BOLTS, AT 1'-0" STA6 THRU BOLTS, COUNTERSUNK I" MAX. 5 1/2" STEEL COLUMN W 1/4" STEEL PLATES -.*—BEAM W 3/4"(P ANCHOR BOLTS _.�J I 1/4" STEEL KNIFE W (2) 5/4"IV THRU &ECTION X-X COUNTERSUNK I" MAXIMUM DETAIL COUNTERSUNK AND i-N PLUOeEP V�11 Irv- (0-5/4"(P THRU BOLT, 1j: — 1 L1_j -3 PLATE WITH (4) 5/4"�V , BOLTS COUNTER THPU BOLTS, C-OUNTERSUNK TRUSS RE: ELEVATION DETAIL COUNTERSUNK AND SUNK ANC� PLU00F:D; AT I' MAXIMUM, - 7/5105 PLUGGED STEEL CONDITION, RE: Td 6, 5ECTION X-X 1/2" STEEL COLUMN N/ RE: PLAN E TA I L 1/2" TOP PLATE AND (4) , A 3/4",V TH RU BOLTS ND X-X [DETAIL 2 A 5ECTION X-X ^5_��aENT "& BEAM FZE.-PLAN E T I L 10 A 12 2X NAILER 14 X 5/4" = 11-0i, 0 RE. PLAN ROOF 5HEATHIN& RE: PLAN —ROOF BENT 1,416 BEAM Kt--: t `'' I - p� ,.%u' �. `'''•,..'`"•,..,`�� RE PLAN 12 2X NAILER 4 ....... TRU55 RE. ELEV. 3: ROD z PURLIN NOT -Zz SHOWN FOR CLARITY < L6 1 1/2 , z A fY 2 NOTCHED 4X8 TE BEAM RE- PL AN NOTCHED 4X6> N . .............. 4" /—`13LOCKIN& BETWEEN x • 4" CHORDS LOCKING RE: PLAN q ROOF SHEATHING X 3/4" (P THRU BOLTS COUNTERSUNK AND PLUGGED NOTCH CHORD AROUND VERTICAL TRUSS MEMBER (TYPICAL) W � 7 f ill IJ X 15-2 14,4 13.5 12.7 (D ? ? 8XI4 RIDGE ? 8XI4 BEAM P41TH 2 BEAM BEVELED TOP PLATE (TYPICAL AT ALL BENT 1-416X& VERTICAL TRUSS MEMBERS) I t 5105 Vz `2) -2 12 &X& Z'i 4 (TYPICAL) 2 <V T1 ROD -7 TYPICAL (2)-4XI2 X12,- 4 (2)-4XI2 5105 (2)-4X12 ` - t STEEL COL MN 5 - RE: ROOF i k t � STEEL C LUMN 5105 __..�.. � -- RE: R0 PLAN STFE �OLU F IIIN- STE L COLUMN RE_ PLAN RE ROOF PL LLI t , , i , f i l i � � � 11 t t i RE: ROOF PLAN - (TYPICAL) Tf;;;�Uee #1 E L E VAT I ON �� Q3 1/4" = 11-01, t5XI4 ✓51=/NM KITH BEVELED TOP PLATE (TYPICAL AT ALL VERTICAL MEMBERS) TRUSS ii 4 (2)-4XI 4 RE. ROOF PLANi (TYPICAL) 8X14 RIDGE BEAM BENT k4I6X& 2 5 ) RE. PLAN BENT W16 BEAM RE- PLAN I �� � j WITH CONTINUOUS 2X NAILER AND i i 4 o f r ROOF JOIST VAIL RESORTS 1/2"<P THRU BOLTS AT P-O" COMPANY AVON, COLORADO 4 1 / 4 R E : PLAN STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO STAGGERED LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK tY Pt PROJECT NO- 20830.01 ISSUE NO. ISSUE DATE L &X4X51IrbX0'-6" RE: ARCH. 08-25-03 DD PRICING 01 01.10.06 FOR CONSTRUCTION 1^V (2) SIMPSON SP5 04-03-06 BLDG. DEPT. RESP/ FINAL CONST. 114"X6" AT 4'-0" 4 ON CENTER 314" THRU BOLT COUNTERSUNK AND c 0 PLUGGED RE- PLAN x I" I" 9P TIEROP 1/4" STEEL PLATE EACH INSIDE __j N OTCHED 4X8 FACE OF CHORD ks1ELF,>E0 TO EMBED PLATE 5.1 L (oX4X51(bXO'-6" ROOF 5HEATHIN(5i 2 1/2 :: W/ V (2) SIMP50N SDS RE: PLAN 2 11 2 " ED 114"Xib" AT 4'-0" 2 1/2 ON CENTER ROOF JOIST 1�2 1 RE: PLAN 1 12 " #2 1/2 of EV15 T4 0 RE: PLAN i l WITH TURNBUCKLE L7 1/4"L AT CENTER (TYPICAL) \ _BENT BEAM RE: PLAN L -3 I/2X,3I/2XI/4XO'-4" NOTCHED 4X,�,— W (2) SIMPSON NI& BEAM RE- PLAN 1/4" STEE SP5 114"XC5" SECTION X-X BLOCKING WITH CONT. 2X NAILER KNIFE PLATE AND 1/2"(P THRU BOLTS WITH (4) 5/4"0 AT 1'-0" STA6 THRU BOLTS, COUNTERSUNK I" MAX. 5 1/2" STEEL COLUMN W 1/4" STEEL PLATES -.*—BEAM W 3/4"(P ANCHOR BOLTS _.�J I RE: PLAN &ECTION X-X 1/2" TOP PLATE AND (4) -5/4"(P THRU BOLTS DETAIL COUNTERSUNK AND i-N PLUOeEP V�11 Irv- =1 A -3 DETAIL SECTION X-X 15-2 14,4 13.5 12.7 (D ? ? 8XI4 RIDGE ? 8XI4 BEAM P41TH 2 BEAM BEVELED TOP PLATE (TYPICAL AT ALL BENT 1-416X& VERTICAL TRUSS MEMBERS) I t 5105 Vz `2) -2 12 &X& Z'i 4 (TYPICAL) 2 <V T1 ROD -7 TYPICAL (2)-4XI2 X12,- 4 (2)-4XI2 5105 (2)-4X12 ` - t STEEL COL MN 5 - RE: ROOF i k t � STEEL C LUMN 5105 __..�.. � -- RE: R0 PLAN STFE �OLU F IIIN- STE L COLUMN RE_ PLAN RE ROOF PL LLI t , , i , f i l i � � � 11 t t i RE: ROOF PLAN - (TYPICAL) Tf;;;�Uee #1 E L E VAT I ON �� Q3 1/4" = 11-01, t5XI4 ✓51=/NM KITH BEVELED TOP PLATE (TYPICAL AT ALL VERTICAL MEMBERS) TRUSS ii 4 (2)-4XI 4 RE. ROOF PLANi (TYPICAL) 8X14 RIDGE BEAM BENT k4I6X& 2 5 ) ITFUee #2 ELEVATION A 14--5" 9 21'-0" Q 14' -5" t 8X 14 BEAM WITH 5105 BEAM BEVELED TOP PLATE (TYPICAL AT ALL 2 Xrb7 k4l(o VERTICAL TRUSS BENT MEMBERS) si Al 5 - T 12 51 ,r t r 8X8 � � t "�,�. � �: 4 (TYPICA 5105 1" <P T I ROD -4XI2 L / 1 I TYPICAL (2) _4_ 4 (2)-4XI2 5105 S105 STEEL COLjlMN LAN RE: ROOF —IOXIO JLUMN PLANED 5105 -,j<'—CONCRETE TO &Xa,5ELECT IOXIO COLUMN PLANED CORE ( - , STRUCTU GRADE TAL GRADE TO aXa,5ELE� T RE- PLAN j, STRUCTURAL t t k � I t i t I � I I� i t I � I t t t i � � � 11 t t i RE. ROOF PLANL (TYPICAL-) 15.2 TKV-55 Kit; R001F I 3 BENT "&X& STEEL COLUMN RE- ROOF PLAN TFRU,55 #4 ELEVATION AO ATION A 5XI4 RIDeF 8X14 BEAM WITH __ 1 5105 BEAM BEVELED TOP PLATE (TYPICAL AT ALL VERTICAL TRUSS MEMBERS) r 12.7 I �� � j � �k i i ITFUee #2 ELEVATION A 14--5" 9 21'-0" Q 14' -5" t 8X 14 BEAM WITH 5105 BEAM BEVELED TOP PLATE (TYPICAL AT ALL 2 Xrb7 k4l(o VERTICAL TRUSS BENT MEMBERS) si Al 5 - T 12 51 ,r t r 8X8 � � t "�,�. � �: 4 (TYPICA 5105 1" <P T I ROD -4XI2 L / 1 I TYPICAL (2) _4_ 4 (2)-4XI2 5105 S105 STEEL COLjlMN LAN RE: ROOF —IOXIO JLUMN PLANED 5105 -,j<'—CONCRETE TO &Xa,5ELECT IOXIO COLUMN PLANED CORE ( - , STRUCTU GRADE TAL GRADE TO aXa,5ELE� T RE- PLAN j, STRUCTURAL t t k � I t i t I � I I� i t I � I t t t i � � � 11 t t i RE. ROOF PLANL (TYPICAL-) 15.2 TKV-55 Kit; R001F I 3 BENT "&X& STEEL COLUMN RE- ROOF PLAN TFRU,55 #4 ELEVATION AO ATION A 5XI4 RIDeF 8X14 BEAM WITH __ 1 5105 BEAM BEVELED TOP PLATE (TYPICAL AT ALL VERTICAL TRUSS MEMBERS) r 12.7 Vail Ski Club 2 1 '-0" 141-5" 61-4 OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4 Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS,INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLO RADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO- 20830.01 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION - 08-25-03 DD PRICING 01 01.10.06 FOR CONSTRUCTION 04-03-06 BLDG. DEPT. RESP/ FINAL CONST. Vail Ski Club 2 1 '-0" 141-5" m O r- Q O O O 6 (Y W CL I v Q q 0 K C) ME CHAN I CAL A55REVIATIONS MEC HANI CAL L EGEND- F 1 F I N MECHANICAL LEGEND- D U�.:TW0R< MECHANICAL LEGEND- GENE AL NOTE: ALL ITEMS MAY NOT APPEAR ON DRANIN05 NOTE: ALL ITEMS MAY NOT APPEAR ON DRAWING5 NOTE: ALL ITEMS MAY NOT APPEAR ON DRAWIN05 NOTE: ALL ITEMS MAY NOT APPEAR ON DRANIN65 ABBREVIATION P�5GRIPTION ABBREV €ATION p , GRIPTIQN YM, 30L DE5GR IPTlON A��3REVIATIQN 5YMB0L DESCRIPTION ABBREVIATION YNI, L RIPTION A/C AIR CONDITIONING IC IN51DE CLEAR $ SWITCH AC AIR COMPRESSOR ID IN51DE DIAMETER CN5 CHILLED .WATER SUPPLY GH5 SUPPLY OR OUTSIDE AIR UP 5A, OA ACCH AIR COOLED CHILLER IN INCH H HUMID15TAT WITH CONTROL WIRING ADJ ADJUSTABLE IN5UL INSULATION CHR— -- CHILLED WATER RETURN CWR THERMOSTAT WITH CONTROL WIRING AF AIR FILTER INT INTERNAL, INTERIOR MANUAL VOLUME DAMPER MVP AFC ABOVE FINISHED CEILING IRH INFRARED RADIANT CS CONDENSER WATER SUPPLY C,5 FIRE DAMPER FID MECHANICAL EQUIPMENT AFF ABOVE FINISHED FLOOR HEATER AFC, ABOVE FINISHED GRADE CI'" — CONDENSER WATER RETURN CR FIRE/SMOKE DAMPER F5D -I EQUIPMENT PLAN CODE INDICATOR AHU AIR HANDLING UNIT KEG KITCHEN EQUIPMENT AP ACCESS PANEL CONTRACTOR HPHS HEAT PUMP WATER SUPPLY HPW5 SMOKE DAMPER SD XXX -I EQUIPMENT PLAN CODE INDICATOR APP AIR PRESSURE DROP KH KILOWATT rt MOTORIZED DAMPER MD XxCX WI CFM, GPM OR KW ARI AMERICAN REFRIGERANT HPHR— -- HEAT PUMP WATER RETURN HPNR INSTITUTE L LENGTH XXX -I ARCH ARCHITEGT(URAL) LAT LEAVING AIR BACKDRAFT DAMPER BDD � EQUIPMENT PLAN CODE INDICATOR AS AIR 5EPARATOR TEMPERATURE HHS HEATING WATER SUPPLY HNS SMOKE DETECTOR 5D XXXX W1 CFM I GPM OR KH A5HRAE AMERICAN 50CIETY OF LF LINEAR FEET ---HHR--- HEATING WATER RETURN HWR HEATING, REFRIGERATION LRA LOCKED ROTOR AMPS XXX -1 AND AIR - CONDITIONING LHB LEAVING NET BULB RL REFRIGERANT L IQUID RL XXXX EQUIPMENT PLAN CODE INDICATOR ENGINEERS LNGO LORI HATER CUT OFF XXXX H/ (2)GFM5 4 GPM OR KH A5ME AMERICAN SOCIETY OF LHT LEAVING WATER RS— -- REFRIGERANT SUCTION R5 XxCX MECHANICAL ENGINEERS TEMPERATURE A5TM AMERICAN 50GIETY OF 5M5 5NOWMELT SUPPLY 5MS RETURN OR EXHAUST AIR UP RA x DENOTES DUCTWORK, PIPING, ETC TO BE REMOVED TESTING AND MATERIALS MAT MIXED AIR TEMPERATURE ACCESS PANEL AVG AVERAGE MAX MAXIMUM SMR-- -- 5NOWMELT RETURN 5MR UP RISE IN DUCT AUX AUXILIARY MBH THOUSAND BTU PER HOUR MC MECHANICAL LPS LOW PRE55URE STEAM SUPPLY LP5 ri B BOILER CONTRACTOR j DN FALL IN DUCT -I SECTION REFERENCE INDICATOR BAS BUILDING AUTOMATION MCA MINIMUM CIRCUIT AMPS HP5 HIGH PRESSURE STEAM SUPPLY HPS RECTANGULAR BRANCH TAP (SINGLE LINE) SYSTEM MECH MECHANICAL BLDG BUILDING MFR MANUFACTURER — -- RETURN OR EXHAUST AIR GRILLE RAG SG-- STEAM CONDENSATE 5C, 605 BOTTOM OF STRUCTURE MIN MINIMUM DUCT END (SINGLE LINE) BTU BRITISH THERMAL UNIT MOGP MAXIMUM OVERCURRENT 5V— — STEAM VENT 5V PROTECTION DETAIL REFERENCE INDICATOR G CELSIUS Mm MOUNTED PG-- — PUMPED CONDENSATE PG 51DEHALL RETURN OR EXHAUST AIR GRILLE RAG M -€ CFM CUBIC FEET PER MINUTE MUA MAKEUP AIR CH WATER COOLED CHILLER (E) EX15TINO SUPPLY PIPING (E) •RETURN OR EXHAUST AIRFLOW € MECHANICAL KEYNOTE GHP CHILLED WATER PUMP NG NORMALLY CLOSED GIRD CIRCULATING NFPA NATIONAL FIRE PROTECTION — (E)— — — EXI5TINO RETURN PIPING (E) ROUND ELBOW CL CENTER LINE A550CIATION CLG CEILING NIC NOT IN CONTRACT PIPE UP �y RETURN OR EXHAUST AIR DOWN RA �,/� ��}"�" CMU GONGRETE MASONRY UNIT NO NORMALLY OPEN CPVC CHLORINATED POLYVINYL NO. NUMBER :D PIPE DOWN CHLORIDE NT5 NOT TO SCALE I ALL WORK SHALL BE PERFORMED IN ACCORDANCE WITH THE LATEST EDITIONS CONN CONNECTION 3 PIPE CAP OF THE RULES, REGULATIONS AND GODE5 OF THE STATE OF COLORADO AND GONT CONTINUOUS, CONTINUATION OBD OPPOSED BLADE DAMPER DIFFUSER TAG THE LOCAL JURISDICTIONAL AUTHORITY. CRAG COMPUTER ROOM AIR OG ON CENTER S PIPE BREAK CONDITIONING UNIT OD OUTSIDE DIAMETER A O�P DIFFUSER NECK 51ZE 2 THIS ER CON RAL IS WITH ALL THE FOR COORDINATING ALL WORK UNDER CT COOLING TONER FLOW ARROW %260 DIFFUSER GFM H €SJHER CONTRACT W €TH ALL OTHER BUILD€NC TRADES. CU CONDENSING UNIT P PUMP 3 ALL DUCTWORK TO BE HELD TIGHT TO STRUGTURE UNLESS NOTED OTHERWISE. GNP CONDENSER WATER PUMP PG PLUMBING CONTRACTOR � BALL VALVE BV SUPPLY AIR DIFFUSER PD PRE55URE DROP 4 TH15 CONTRACTOR SHALL REVIEW EXISTING FIELD GONDIT€ON5 PRIOR TO THE QB DRY 13ULB PH PHASE GATE OR 150LATION VALVE GV 5PIN —IN WITH MVP PURCHASE, FABRICATION AND INSTALLATION OF ANY EQUIPMENT, DUCTWORK, QDG DIRECT DIGITAL CONTROL PLBG PLUMBING PIPING, ETC., AND SHALL INFORM THE ARGHITECT OR GENERAL CONTRACTOR PIA DIAMETER PPM PARTS PER MILLION -�- 2 -WAY TEMPERATURE CONTROL VALVE TGV2 DUCT BREAK (51NGLE LINE) OF ANY DISCREPANCIES FOR RESOLUTION. PIFF DIFFUSER P5F POUNDS PER 5G2UARE FOOT TRANSITION (SINGLE LINE) DN DOWN P51 POUNDS PER SQUARE INCH L 3 - WAY TEMPERATURE CONTROL VALVE TCV3 5 TH15 CONTRACTOR SHALL PROVIDE ALL MANUAL AND AUTOMATIC STARTER" ONG DRAWING PSIG POUNDS PER SQUARE INCH FOR THE EQUIPMENT INDICATED ON THE DRAWINGS. PX DIRECT EXPAN51ON GAUGE BUTTERFLY VALVE BFV SPIN IN WITHOUT MVD PVC, POLYVINYL CHLORIDE & THESE DRAWINGS ARE DIAGRAMMAT€G IN NATURE AND DO NOT SHOW EVERY (E) EXISTING DUCTW G ORK AND PIPIN OFFSET REQUIRED. THIS CONTRACTOR SHALL BALANCING VALVE BLV COORDINATE WITH THE EX15T €NC,, AND OR NEW, STRUCTURE, ELECTRICAL, EA EACH GTY QUANTITY MECHANICAL, PLUMBING, FIRE PROTECTION AND CEILING TO PROVIDE OFFSETS EAT ENTERING AIR CHECK VALVE CV FLEXIBLE DUCTWORK AS REQUIRED AND APPROPRIATE. DO NOT 56ALE DRAWINGS. TEMPERATURE RAT RETURN AIR TEMPERATURE EG ELECTRICAL GONTRACTOR RCP REFLECTED CEILING PLAN 6- PLUG VALVE PV 7 CEILING SPACE IS TO BE USED AS A RETURN AIR PLENUM. ALL CONSTRUCT ECC ECCENTRIC RE REFERENCE, REFER u SLOT DIFFUSER SHALL CONFORM TO NFPA cIOA FOR FIRE AND SMOKE RATINGS. MATERIALS EDB ENTERING DRY BULB REGO REQUIRED EXPOSED WITHIN PLENUMS SHALL BE NONCOM505TIBLE OR SHALL HAVE A EPH ELEGTRIG DUCT HEATER REV REVISION, REV15E UNION U FLAME SPREAD INDEX OF NOT MORE THAN 25 AND A SMOKE- DEVELOPED EF EXHAUST FAN RH RELATIVE HUMIDITY STRAINER 5TR INDEX OF NOT MORE THAN 50 WHEN TESTED IN ACCORDANCE WITH ASTM E 84. EFF EFFICIENCY RLA RUNNING LOAD AMPS RECTANGULAR BRANCH TAP ELEG ELECTRICAL RPM REVOLUTIONS PER MINUTE 8 THI C ONTRACTOR SHALL PROVIDE ACCESS TO ALL EQUIPMENT, VALVES, (E) SUPPLY AIR DIFFUSER DAMPE 5, ENGINEER RTU ROOFTOP UNIT �, SPACES FDR SEIG AND MAINTENANCE. €NGS AND IN OTHER CONGEALED EG EQUAL AGUA5TAT A5TAT (E) FLEXIBLE DUCTWORK EQUIP EQUIPMENT 5GHEP SCHEDULE F (E) SPIN IN WITH MVD q ALL RECTANGULAR AND ROUND DUCTWORK SHALL BE CONSTRUCTED OF ESP EXTERNAL STATIC 5F SQUARE FEET FLOW SWITCH FSH (E)20xI6 — (E) SUPPLY AIR DOWN 5A, OA GALVANIZED SHEET METAL IN ACCORDANCE WITH SMACNA HVAC DUCT PRE55ORE 5H 5EN51BLE HEAT ET EXPAN51ON TANK SIM 51MILAR 1 (E) MGT DIMENSIONS, LxW STANDARDS. DUCTS TO BE SEALED PER SMAGNA PRESS CLASS ETR EXISTING TO REMAIN 5P STATIC PRESSURE T PRESSURE SNITCH PSW REQUIREMENTS. (E) 5PIN —IN WITHOUT MVP EVAP EVAPORATOR SPEC SPECIFICATION �( 10 ALL NEW RECTANGULAR DUCTWORK SHALL HAVE DUCT LINER .N COMPL(ANGE E1 ENTERING NET BULB 5Q SQUARE TEMPERATURE 5EN50R T5EN POINT OF CONNECTION TO EXISTING WITH NFPA cIOA AND AS DEFINED IN KEYNOTES OR THE SPECIFICATION. SHEET METAL 51ZE SHALL BE INCREASED TO ACCOMMODATE THICKNESS OF LINER ENT ENTERING WATER 5550 SOLID STATE SPEED PUMP P d DUCT SIZE INDICATED ON DRAWINGS 15 THE INSIDE CLEAR DIMENSION. TEMPERATURE CONTROL DUCTWORK DIMENSIONS, LxW STD STANDARD fl 11 RUNOUt DUCTS TO SUPPLY AIR DIFFUSERS SHALL MATCH DIFFUSER NECK 51ZE. F FARENHEIT — 51DENALL SUPPLY AIR GRILLE SAO FACTORY -MADE FLEXIBLE DUCTWORK SHALL 13E USED TRIM TO THE LENGTH FCU FAN GOIL UNIT TG TEMPERATURE CONTROL THERMOSTAT T5TAT SUPPLY OR OUTSIDE AIRFLON REQUIRED FOR PROPER CONNECTION. INSTALL PER MANUFACTURER'S FD FIRE DAMPER TF TRANSFER FAN Qy RECOMMENDATIONS AND APPLICABLE LOCAL CODES. MAXIMUM LENGTH OF FLA FULL LOAD AMPS TSP TOTAL STATIC PRESSURE PRESSURE GAUGE PG FLEXIBLE DUCTWORK SHALL BE NO MORE THAN 5' -O ". 5HEET METAL DUCTWORK FLEX FLEXIBLE T5TAT THERMOSTAT WITH 1 -112" WRAP INSULATION SHALL 13E PROVIDED FOR LONGER DISTANCES. FOB FLAT ON BOTTOM TXV THERM05TATIC EXPAN51ON _ STEAM TRAP ST FLEXIBLE DUCTWORK CONNECTION FOT FLAT ON TOP VALVE 12 PROVIDE SPIN -IN FITTINGS WITH MANUAL VOLUME DAMPERS (1�) AT ALL FT FAN TERMINAL, FEET TYP TYPICAL RUNOUT DUGT5 TO DIFFU5ER5 FROM RECTANGULAR DUCTWORK. PROVIDE IN- '� -- PRESSURE REDUGING VALVE PRV LINE MANUAL VOLUME DAMPERS WHERE A 5PIN -IN FITTING WITH A MVD IS NOT _ � GAL GALLON UGQ UNDERCUT DOOR TEMPERATURE AND PRESSURE RELIEF VALVE T4 P RECTANGULAR DUCT BREAK FEASIBLE. GALV GALVANIZED UH UNIT HEATER 13 FACTORY -MADE FLEX€13LE DUCTWORK SHALL BE L15TEP CLA55 I FOR USE GG GENERAL CONTRACTOR UL UNPERWRITERS VACUUM BREAKER VB WITHIN AIR CEILING PLENUMS AND SHALL HAVE INTEGRAL INSULATION WITH GPH GALLONS PER HOUR LABORATORIES, INC. A THERMAL RESISTANCE OF R FOR THE TOTAL THICKNESS AND A MOISTURE GPM GALLONS PER MINUTE UNO UNLE55 NOTED OTHERWISE MAV, AAV MANUAL AIR VENT, AUTOMATIC AIR VENT MAV, AAV NEW DUCTWORK BARRIER. GROS GRILLES, REGISTERS AND TP 14 COMBINATION FIRE /SMOKE DAMPERS SHALL BE INSTALLED AT ALL REQUIRED DIFFUSERS VAV VARIABLE AIR VOLUME T TEMPERATURE AND PRESSURE TEST PLUG TP ER TRANSITION RATED WALL PENETRATIONS AND BE WIRED INTO THE FIRE ALARM PANEL AS V ER T VERTICAL H HEIGHT V VARIABLE FREQUENCY A SUPERVISORY 51GNAL BY THE ELECTRICAL AND /OR FIRE ALARM THERMOSTATIC EXPANSION VALVE TXV CONTRACTOR. COORDINATE TO PROVIDE MOTOR VOLTAGE TO MATCH THAT OF HD HEAD DRIVE THE FIRE ALARM PANEL. INSTALL PER THE MANUFACTURER'S IN5TRUGTION5 AND HORIZ HORIZONTAL GONGENTRIG REDUCER - - -- RECTANGULAR ELBON KITH TURNING VANES THE LOCAL CODE, PROVIDING REMOTE RESET CAPA131LITY IF REQUIRED. HP HORSEPOWER, HEAT PUMP W WIDTH H5TAT HUMI0€5TAT Yd/ KITH ECCENTRIC, REDUCER SQUARE TO ROUND TRANSITION 15 FIRE DAMPERS AND FIRE SMOKE DAMPERS SHALL BE UL LISTED AND HX HEAT EXCHANGER WIO WITHOUT ROUND MGT BREAK INSTALLED PER THE MANUFACTURER'S INSTRUCTIONS AND THE LOCAL CODE. HB WET BULB EXPAN51ON JOINT EJ ROUND DUCTWORK DOWN PROVIDE ALL NECESSARY ACCE55 TO LINKS AND ACTUATORS. WC WATER COLUMN NO HATER GAUGE FLEXIBLE CONNECTION ROUND DUCTWORK UP Ib THERMOSTATS SHALL BE MOUNTED AT 46" ABOVE FINISHED FLOOR ELEVATION NPD HATER PRESSURE DROP WHERE INDICATED, UNLE55 NOTED OTHERWISE. PIPE ANCHOR 11 TE5TING, ADJU5TING AND BALANCING SHALL BE PERFORMED BY A XFER TRANSFER SUBCONTRACTOR, CURRENTLY CERTIFIED BY EITHER AABG, NEBB OR TABIC AGENCIES. SUBMIT COPY OF DATED CERTIFICATE TO ARCHITECT. PROVIDE THREE COPIE5 OF TESTING, ADJUSTING AND BALANCING REPORTS TO ARCHITECT FOR REVIEW. €5 ANY AIR HANDLING DEVICE THAT EXCEEDS 2000 GFM OF SUPPLY AIR 15 REQUIRED TO HAVE A SMOKE DETECTOR IN THE DUCT OR UNIT TO DISABLE THE UNIT WHEN ACTIVATED. Iq MECHANICAL CONTRACTOR TO COORDINATE SPACE REQUIREMENTS WITH ELECTRICAL CONTRACTOR IN SUPPLY {UNIFORM CODE) OR RETURN INTERNATIONAL GODE) DUCTWORK FOR DUCT SMOKE DETECTION INSTALLATION. DETECTOR IS TO BE MOUNTED BY MECHANICAL CONTRACTOR WITH POWER WIRING BY ELECTRICAL CONTRACTOR AND CONTROL WIRING BY MECHANICAL CONTRACTOR. 20 TH15 CONTRACTOR 15 SOLELY RESPONSIBLE FOR THE SPATIAL REQUIREMENTS, ACOUSTICAL, THERMAL, AND ELECTRICAL PERFORMANCE CHARACTERISTICS AND COORDINATION OF ALL INSTALLATION REQUIREMENTS FOR EQUIPMENT SUBSTITUTIONS FROM THAT DEFINED AS THE BASIS FOR DESIGN. REVIEW AND APPROVAL BY THE DE516N TEAM DOES NOT ALTER OR MITIGATE TH15 RESPONSIBILITY. 21 THIS CONTRAGTOR SHALL V151T THE PROJECT S€TE TO BECOME ACQUAINTED WITH EXISTING CONDITIONS. FAILURE TO 00 50 SHALL NOT RELIEVE CONTRACTOR FROM THE RESPONSIBILITY FOR PERFORMING THE WORK PROPERLY. 22 ALL AIR HANDLING EQUIPMENT 5HALL HAVE FLEXIBLE CONNECTIONS WHERE CONNECTED TO DUCTWORK. 23 MAINTAIN ALL REQUIRED SERVICE AND ACCESS CLEARANCES REQUIRED BY CODE OR THE MANUFACTURER FOR ALL EQUIPMENT, INCLUDING THE 36" ELECTRICAL CLEARANCE WHERE REQUIRED BY NEC. t i * : i • r 'COM AV ON , i i' !i ARCHITECT OF RECORD 42#40 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ADS CONSULTANTS. INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 2001 - 134 -03 ISSUE ISSUE ISSUE NO_ I DATE I DESCRIPTION r i o t ' M/ �. I BIN W 4 LL o � � Q i * : i • r 'COM AV ON , i i' !i ARCHITECT OF RECORD 42#40 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ADS CONSULTANTS. INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 2001 - 134 -03 ISSUE ISSUE ISSUE NO_ I DATE I DESCRIPTION r i o t ' M/ �. I BIN W 4 LL FAN CO UNIT SC: HEOIJI .E SC: HEVUL -E ® PI7.ATE 4 r-RAME GPM HATER VOLUME (GALLONS) (OFM) STRAINER (YIN) ♦ • • MANUFACTURER 4 MODEL NO. FLOODED 1 (L85) DAMPER MOTORIZED) QVAiFfi OPER. HEI&HT HEAT L055 .WATER (BOILER) SIDE • r t HEAT GAiN HATER (SNOHMELT) SIDE 160 A5ME 8 51ZE (INCHES) OCTAVE BAND AND CENTER BANC) FREOUENCY 26 1 186 1 B 4 6 ROLAiRTROL R -3F PLAN NOTES I. FLANGED CONNECTIONS. SERVICE 2.5 CAPACITY ENT LHT 1,2 FLOW PLAN COPE AREA SERVEP/TYPE SUPPLY FAN ENT LHT COOLING COiL % NPD HATER PRE55 WORKINO i i �I ��i _ : �_^-_ _ .:.._..... OPER. HEATING COIL - HATER REMARKS CODE ®�� 50 i► I (MBH) OF OF ®� FILTER P6 51ZE (INCHES) OPER HEI67HT (LBS) MANUFACTURER 4 MODEL NUMBER NOTES PLAN CODE GFM @ ALT ESP ®5.L.. (IN NO) MOTOR RPM POWER {WATTS/ HP) VOLTAGE 4 PHASE MCA MF5 TOTAL GAP. (MBH) 5EN5. CAP. (MBH) WATER VOLUME (GAL) EAT LAT DB ( °F) ROH5 FPI AREA (50 FT) MAX. APP (IN WG) ENT ( °F) LWT ( °F) GPM % PG MAX. HPD (FT HD) PIPING RUN -OUT SIZE TOTAL GAP. (MSH) HATER VOLUME (OAL) EAT ( °F) LAT ( °F) ROHS FPI AREA (50 FT) MAX. APO (IN N(5) EMIT (OF) LINT ( °F) GPM % PO MAX. HPP (FT HP) PIPING RUNOUT (IN) ARRANGE - MENT TYPE L H H PB ( °F) HB ( °F) FCU - C - 1 TOP LEVEL HE MAIN LOBBY 2,400 0:75 1750 1 - 1/2 48013 3.0 15.0 53,8 533 4.0 80.0 61.0 52.0 6.0 12 6.25 0.88 44.0 56.0 C1.0 20 0.14 i - 1/2 110 1 70 127 I 12 6,25 0.136 200 180 11 20 I,q 1 - 1 /2 ANGLED 015P. 47 48 22 300 TRANE 13CHC07261 1,2,3,4,5, FCU - G - I FCU - 6 - 2 TOP LEVEL EAST MAIN LOBBY 2,400 0.75 1750 1 - 1/2 48013 3.0 15.0 53.8 53.7 4.0 80.0 61.0 52.0 6.0 12 6.25 0.88 44.0 56.0 q.O 20 0:74 1 - 1/2 110 1 70 127 1 12 6.25 0.136 200 180 11 20 1A I - 1/2 ANGLED 015P. 47 48 22 300 TRANS BCHC0720I 1,2,3,4,5 FCU - C - 2 FCU - C - 3 LONER LEVEL SKI 5TORAGE 4 LOCKER B 0.75 61 1 5.0 480/3 8.25 15.0 N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A N/A 467 4 3 76 1 a 20.6 0.04 200 180 47 20 5.2 1 -1/2 2" ANGLED 015P. 126 77 52 1400 TRANE LPCAA21FI 1,3,4,5 FCU -C -3 %:i���If.G�� " • NOTES: 1. HORIZONTAL GONFICaURATION. 2. & RON HYDRONIG GOOLINO COIL, 3. CAPACITY RATED FOR 5200' ELEVATION. 4. 5. PROVIDE FLOAT SNITCH OR SENSOR TO DE- ENERC -IZE UNIT UPON CONDENSATE DRAIN BLOGKA6 ROUTE CONDENSATE DRAIN TO NEAREST APPROVED LOCATION. RE: PLUMBING DRAHIN55. T OP PANEL ROOM ' i i i i .. ... t ... ,.. • i its �� ®' ' • HEAT E,XC: �HANCSER SC: HEVUL -E ® PI7.ATE 4 r-RAME GPM HATER VOLUME (GALLONS) (OFM) STRAINER (YIN) ♦ • • MANUFACTURER 4 MODEL NO. FLOODED 1 (L85) DAMPER MOTORIZED) QVAiFfi OPER. HEI&HT HEAT L055 .WATER (BOILER) SIDE • r t HEAT GAiN HATER (SNOHMELT) SIDE 160 A5ME 8 51ZE (INCHES) OCTAVE BAND AND CENTER BANC) FREOUENCY 26 1 186 1 B 4 6 ROLAiRTROL R -3F PLAN NOTES I. FLANGED CONNECTIONS. SERVICE 2.5 CAPACITY ENT LHT 1,2 FLOW % HPD VOLUME ENT LHT FLON % NPD HATER PRE55 WORKINO i i �I ��i _ : �_^-_ _ .:.._..... OPER. MANUFACTURER REMARKS CODE ®�� 50 i► I (MBH) OF OF ®� (GPM) P6 (P51) (GALLONS) OF OF ((5PM) PG (P51) VOLUME RATING PRE55 L N H HEIGHT 4 MODEL NO. ■ ' t w - w'���� # ♦ ' • 1740 . • . • 0.2 ��II��I�'ll��m��® 1" COPPER 3- 114 "X3 -1/4" ALUM. 60 (GALLONS) (P516) (P516) TOP LEVEL CLUB RE5TROOM5 BBR -G -2 1870 (L55) IqO O.2 HX -C -I 5NONMELT SYSTEM MIJUMMIMI'l 1,712,000 1 200 170 !��� 125 1 20 3.03 5 110 135 1 160 1 50 4.84 5 1 115 150 33 13 28 312 B 4 O TYPE GPX P15 -51 -TK I NOTES: 2, PROVIDE HALL BRACKET TO BE INSTALLED IN CUSTOM ENCLOSURE. _36AI N 1. PROV INTE67 THE 1. CONFIRM CAPACITIES KITH SNOW MELT DESIGN/SUILD CONTRACTOR. El�ECTRIC BASEBOARr:� RAI:�IATION SCHEC�UL.E � u A I R 5EfwA AT0R SGHEr;>Ul.E SERVICE PLAN CODE PLAN CODE GPM HATER VOLUME (GALLONS) (OFM) STRAINER (YIN) ♦ • • MANUFACTURER 4 MODEL NO. FLOODED 1 (L85) DAMPER MOTORIZED) QVAiFfi OPER. HEI&HT MANUFACTURER 4 MODEL NO • r t i 160 PHASE 8 YES OCTAVE BAND AND CENTER BANC) FREOUENCY 26 1 186 1 B 4 6 ROLAiRTROL R -3F I NOTES I. FLANGED CONNECTIONS. 48 2.5 6 14 MARKEL E2c110 -0486 1,2 •, BUILDING HEATING HATER SYSTEM 165 �■- 20 -------Tf U HS A • • - LONER LEVEL ELEV #N MAGH. Rm. �® 70.1 - . • i L ONER F ; ZE5T ROOM5 350 i i �I ��i _ : �_^-_ _ .:.._..... 1 • i I 7i • ' ®�� 50 i► I i i i t� i ,i m ®� �����L•� ®��m��i 011s"i" ---- TOP LEVEL NEST ENTRY IS 2 o • ar J @ 5L 8200' I T OP N O R T H w . ♦ • t • w w w i i ♦ ♦ # i , i ®� M •� ■ ' t w - w'���� # ♦ ' • 1740 . • . • 0.2 ��II��I�'ll��m��® 1" COPPER 3- 114 "X3 -1/4" ALUM. 60 PER MANUF. CUSTOM BY ARCH. VULCAN LINOVECTOR TOP LEVEL CLUB RE5TROOM5 BBR -G -2 1870 1346 IqO O.2 MID LEVEL ELECTRICAL ROOM 1 MIJUMMIMI'l LONER LEVEL!5TORA67E ROOM _i ALUM. 60 !��� CUSTO BY ARCH, VULCAN LINO VEGTOR 3 NOTES: P3PU ---- TOP LEVEL FIRE CONTROL ROOM 1. TWO TIER BARE ELEMENT. 3. TNO TIER ELEMENT HITH FACTORY OR CUSTOM COVER PER 0 RAWIN65. 2, PROVIDE HALL BRACKET TO BE INSTALLED IN CUSTOM ENCLOSURE. _36AI N 1. PROV INTE67 THE LONER LEVEL SKI LOCKERS •• LEVEL NORTH i ROOM' ii i• ����� ! i • ! ! LONER LEVEL ELEVATOR #1 MACHINE RM i 1. PROVI i' t REMOTE • ! RECESS MOD 2. PROVIDE HITH INTEORAL THERMOSTAT. 4. SURFACE MOUNT MODEL. LONER LEVEL ELEVATOR #2 MACHINE RM t LEVEL ELEVATOR M ACHINE • i ♦ ♦ i .. R iii t �' :�. "'� . ♦ i i r �� ®��� ® ®��I %:i���If.G�� " • T OP PANEL ROOM ' i i i i .. ... t ... ,.. • i its �� ®' ' • _ ELEV ATOR i : + PRESSURIZATION r : # # i #! #• ' ii :. ii' ♦ ,s,. ili� !i t i • • iJ �'� ®�� sJ r ' � .a�� F io�,�i1 ..emu. �.�► � � - � ` � � .a. .�. �...a _` w. w_ �. ..► .�..► � � � � i�� .� � ��`�..��a'�',7�.� "'��. ■����7�. i •• • i • J i • i ii t •• IF • • w w+i t t i •• •i • r - i I ♦ •i '• •• i •i •i El�ECTRIC BASEBOARr:� RAI:�IATION SCHEC�UL.E � u A I R 5EfwA AT0R SGHEr;>Ul.E SERVICE PLAN CODE SERVICE GPM HATER VOLUME (GALLONS) HPP (FT HD) STRAINER (YIN) SiZE MANUFACTURER 4 MODEL NO. FLOODED 1 (L85) MANUFACTURER 4 MODEL NO. REMARKS PIA. (IN) HE16HT (iN) A5 -0-1 5NONMELT SYSTEM 160 7 8 YES 11 26 1 186 1 B 4 6 ROLAiRTROL R -3F I NOTES I. FLANGED CONNECTIONS. 48 El�ECTRIC BASEBOARr:� RAI:�IATION SCHEC�UL.E � u NOTES: 1. PROVIDE HITH INTEGRAL THERMOSTAT, 2. PROVIDE HITH HIGH ALTITUDE LIMIT ON UNITS OVER - 1000'. EL,ECTRIC NAL.L. HEATER BCH=�ULE (AC- PLAN CODE SERVICE HEATING CAPACITY ELECTRICAL EAT ( °F) MOUNTING HEIGHT (IN) COVER STYLE SIZE (INCHES) OPER WEIGHT (LBS) MANUFACTURER 4 MODEL NO. NOTES HATT5 PER LINEAL FT TOTAL HATT5 VOLTAGE 4 PHASE EMER6 POHER (YE5/N0) L D H EBB -C -1,2 LONER LEVEL VALET BOOTH 250 1000 1 120 -1 1 NO 70 PER MANUF. RECT. 48 2.5 6 14 MARKEL E2c110 -0486 1,2 NOTES: 1. PROVIDE HITH INTEGRAL THERMOSTAT, 2. PROVIDE HITH HIGH ALTITUDE LIMIT ON UNITS OVER - 1000'. EL,ECTRIC NAL.L. HEATER BCH=�ULE (AC- • it • 7 • 1 IHE MANUFACTURER 4 MODEL NO. NOTES ! • • • i •G 'r •L •&' 4 PH A SE EMER& w• r • i i 41 # w • • MARKEL 63425 ����� r lifd�' LONE ENTRY �� • �® i • ■ ®����I��� ' • :► :. • 18,1 ��" �� i#i� I r � FULLY RECESSED ® iw ENT •, BUILDING HEATING HATER SYSTEM 165 �■- 20 -------Tf U HS A • • - LONER LEVEL ELEV #N MAGH. Rm. NOTES: • :. r r_"• f I • - HEATIN& • • • c • ! MANUFACTURER 4 MODEL NO. NOTES ! • • • E M H 18,1 IS • �I ' C PHASE 22 41 FULLY RECE55ED MARKEL 63425 ����� r lifd�' LONE ENTRY , J �L"� • • i • ■ ®����I��� ' • :► :. • 18,1 •� 1� i#i� I r � FULLY RECESSED MARKEL 63425 1,2,4 P - -2 BUILDING HEATING HATER SYSTEM 165 �■- 20 -------Tf U HS A • • - LONER LEVEL ELEV #N MAGH. Rm. �® 70.1 - . • i 6.11 350 37 15 _ : �_^-_ _ .:.._..... 1 , • i ii :► • ®�� 50 1750 ��� • 63.5 • �����L•� 350 011s"i" ---- TOP LEVEL NEST ENTRY IS 2 NOTES: 1. PUMP TO BE CONTROLLED BY VFP. 2. CONFIRM CAPACITIES HITH 5NONMELT DE51CN/BUILD CONTRACTOR. - @ 5L 8200' - 09.15.03 t • w w w i i 01 ��. I M •� .I �. I • i i ����I� BBR -G -1 1740 M • IqO 0.2 MID LEVEL TELECOM ROOM 1" COPPER 3- 114 "X3 -1/4" ALUM. 60 PER MANUF. CUSTOM BY ARCH. VULCAN LINOVECTOR 1, 2 BBR -G -2 1870 1346 IqO O.2 MID LEVEL ELECTRICAL ROOM 1 MIJUMMIMI'l LONER LEVEL!5TORA67E ROOM _i ALUM. 60 PER MANUF. CUSTO BY ARCH, VULCAN LINO VEGTOR 3 NOTES: P3PU ---- TOP LEVEL FIRE CONTROL ROOM 1. TWO TIER BARE ELEMENT. 3. TNO TIER ELEMENT HITH FACTORY OR CUSTOM COVER PER 0 RAWIN65. 2, PROVIDE HALL BRACKET TO BE INSTALLED IN CUSTOM ENCLOSURE. _36AI N 1. PROV INTE67 THE •• LEVEL NORTH i ROOM' ii i• ����� ! i • ! ! i 1. PROVI i' t REMOTE • ! RECESS MOD 2. PROVIDE HITH INTEORAL THERMOSTAT. 4. SURFACE MOUNT MODEL. 1. PROVIDE INTEORAL THERMOSTAT. 3. PROVIDE TAMPER -PROOF COVER PLATE FOR INTEGRAL THERMOSTAT. 2. DO NOT MOUNT UNIT CLOSER THAN 12" TO ADJACENT HALLS OR FLOOR. 4. COORDINATE HITH INTER. DESIGNER FOR UNIT TO BE BUILT INTO CABINETRY _ rz 51ZE (INCHES) OPER HEIGHT (L65) HALL MOUNTING STYLE MANUFACTURER 4 MODEL NO. NOTES TOTAL HEATER AMP N D H 18,1 IS 6 22 41 FULLY RECE55ED MARKEL 63425 1,2,3 • • 165 r ► •� �r ' • :► :. • 18,1 18 6 22 41 FULLY RECESSED MARKEL 63425 1,2,4 1. PROVIDE INTEORAL THERMOSTAT. 3. PROVIDE TAMPER -PROOF COVER PLATE FOR INTEGRAL THERMOSTAT. 2. DO NOT MOUNT UNIT CLOSER THAN 12" TO ADJACENT HALLS OR FLOOR. 4. COORDINATE HITH INTER. DESIGNER FOR UNIT TO BE BUILT INTO CABINETRY _ rz ElmECTRIC UNIT HEATER aCHEl%i.E (EUH) • i . + HEATIN& CAPACITY ! • • ��„ i• s MANUFAC 4 MODEL • i i ► REMARKS VOLTA 4 PHASE MAX AMP w • • i • • 165 r ► •� �r ' • :► :. • :: :.i i 845 5ERIE5 1510 -2 -1/2 88 6.11 �� 37 • . • i 18 1 P - -2 BUILDING HEATING HATER SYSTEM 165 �■- 20 -------Tf U HS A • • - LONER LEVEL ELEV #N MAGH. Rm. �® 70.1 - . • i 6.11 350 37 15 IS 1 P -C -3 CLUB AREA 5NONMELT SYSTEM 160 MARKEL P3PUHO3CAl 50 1750 7.5 460 -3 63.5 B4G SERIES 1510 -2 BC 5.63 350 31 15 IS 2 NOTES: 1. PUMP TO BE CONTROLLED BY VFP. 2. CONFIRM CAPACITIES HITH 5NONMELT DE51CN/BUILD CONTRACTOR. - @ 5L 8200' - 09.15.03 t • w w w i i 01 ��. I M •� .I �. I • i i ����I� BBR -G -1 1740 M • IqO 0.2 MID LEVEL TELECOM ROOM 1" COPPER 3- 114 "X3 -1/4" ALUM. 60 PER MANUF. CUSTOM BY ARCH. VULCAN LINOVECTOR 1, 2 BBR -G -2 1870 1346 IqO O.2 MID LEVEL ELECTRICAL ROOM 1 COPPER 3- 114 "X3 -114" ALUM. 60 PER MANUF. CUSTO BY ARCH, VULCAN LINO VEGTOR 3 NOTES: P3PU ---- TOP LEVEL FIRE CONTROL ROOM 1. TWO TIER BARE ELEMENT. 3. TNO TIER ELEMENT HITH FACTORY OR CUSTOM COVER PER 0 RAWIN65. 2, PROVIDE HALL BRACKET TO BE INSTALLED IN CUSTOM ENCLOSURE. _36AI N 1. PROV INTE67 THE i EXP ANSION TANK Nr it MANUFACTURE M ODEL i . + TDH (FT) T ! • • ��„ ��■� MANUFACTURER 4 MODEL NO. MANUFACTURER M ODEL NO OPER HEIGHT (1-85) ► REMARKS ® • �� i i �� 165 of ► •� �r ' • :► :. • :: :.i i 845 5ERIE5 1510 -2 -1/2 88 m PUMP SC: HM :)UL E ♦ + s MANUFACTURE M ODEL i . + TDH (FT) % P6 RPM - ` iii ��„ ��■� MANUFACTURER 4 MODEL NO. NP5H (FT HP) OPER HEIGHT (1-85) 51ZE (INCHES) REMARKS L H H P -0-1 BUILDINO HEATING HATER SYSTEM 165 70 20 1750 75 460 -3 70.1 845 5ERIE5 1510 -2 -1/2 88 6.11 �� 37 • . • i 18 1 P - -2 BUILDING HEATING HATER SYSTEM 165 �■- 20 -------Tf U HS A • • 7.5 �® 70.1 - . • i 6.11 PUMP SC: HM :)UL E PLAN COPE SERVICE GPM TDH (FT) % P6 RPM HP VOLTAGE 4 PHASE EFFIC. W MANUFACTURER 4 MODEL NO. NP5H (FT HP) OPER HEIGHT (1-85) 51ZE (INCHES) REMARKS L H H P -0-1 BUILDINO HEATING HATER SYSTEM 165 70 20 1750 75 460 -3 70.1 845 5ERIE5 1510 -2 -1/2 88 6.11 350 37 15 18 1 P - -2 BUILDING HEATING HATER SYSTEM 165 7O 20 1750 7.5 460 -3 70.1 645 SERIES 1510 -2 -1/2 BB 6.11 350 37 15 IS 1 P -C -3 CLUB AREA 5NONMELT SYSTEM 160 75 50 1750 7.5 460 -3 63.5 B4G SERIES 1510 -2 BC 5.63 350 31 15 IS 2 NOTES: 1. PUMP TO BE CONTROLLED BY VFP. 2. CONFIRM CAPACITIES HITH 5NONMELT DE51CN/BUILD CONTRACTOR. SASE ° . 0ARP RAP I T I ON 3C HEPULE - H'`fPRON I G NECK 51ZE FRAME TYPE FACE SIZE VOLUME DAMPER MATERIAL/ CONSTRUCTION COLOR MANUFACTURER 4 MODEL NO. REMARKS A EXHAUST REGISTER SEE PRAHINO TUBE FINS YES COVER PER ARCH. TITUS 25RL 4 L TRANSFER AIR ORILLE SEE PRAHIN6 ggi A „ NECK + 2" NO PLAN HEATINS HEATING ANT 6PM/LF % WPD MANUFACTURER REMARKS CODE CAPACITY CAPACITY OF 2 PG (FT) 51ZE MAT'L SIZE MAT'L FiNS/ MOUNTING STYLE 4 MODEL NO. VAIL RESORTS DEVELOPMENT (BTUH /LF) (BTUH/LF) ARCHITECT OF RECORD 4214{ ARCHITECTURE Denver, Colorado (IN) MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO (INAN) CIPII. ENGINEER ALPINE ENGINEERING, INC. PAIL, COLORADO FT HEIGHT ISSUE NO_ ISSUE DATE ISSUE DESCRIPTION - @ 5L 8200' - 09.15.03 FINAL DD 01 1 01.10.06 I I 04.03.06 I I (IN) BBR -G -1 1740 1253 IqO 0.2 20 1" COPPER 3- 114 "X3 -1/4" ALUM. 60 PER MANUF. CUSTOM BY ARCH. VULCAN LINOVECTOR 1, 2 BBR -G -2 1870 1346 IqO O.2 20 1 COPPER 3- 114 "X3 -114" ALUM. 60 PER MANUF. CUSTO BY ARCH, VULCAN LINO VEGTOR 3 NOTES: 1. TWO TIER BARE ELEMENT. 3. TNO TIER ELEMENT HITH FACTORY OR CUSTOM COVER PER 0 RAWIN65. 2, PROVIDE HALL BRACKET TO BE INSTALLED IN CUSTOM ENCLOSURE. NOTES: 1. FIXED LOUVERED BLADES, 4 -HAY THROW UNLESS INDICATED OTHERWISE, 3 5, 3 SLOT, I" HIDE SLOTS. M00 2, HORIZONTAL FRONT 4 VERTICAL REAR BLADES. 3, ADJUSTABLE GURVED BLADE5, 4 -NAY THROH UNLE55 INDICATED OTHERWISE. 4. FIXED LOUVERED BLADES. PLAN CODE TYPE 4 SERVICE NECK 51ZE FRAME TYPE FACE SIZE VOLUME DAMPER MATERIAL/ CONSTRUCTION COLOR MANUFACTURER 4 MODEL NO. REMARKS A EXHAUST REGISTER SEE PRAHINO SURFACE NECK + 2" YES STEEL PER ARCH. TITUS 25RL 4 L TRANSFER AIR ORILLE SEE PRAHIN6 ggi A „ NECK + 2" NO STEEL PER ARCH. TITUS 25RL 4 G SUPPLY AIR REGISTER SEE PRAHiN6 SURFACE NECK + 2" YES STEEL PER ARCH, TITUS 272RL 2 D RETURN REGISTER SEE DRAHIN6 SURFACE NECK + 2" YE5 STEEL PER ARCH. TITUS 25RL OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4214{ ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEifELL ENGINEERS, INC AVON. COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOMERTON NE11 YORK, NEX YORK CIPII. ENGINEER ALPINE ENGINEERING, INC. PAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC vAH., coLORADo PROJECT NO: 2001 - 134 -03 ISSUE NO_ ISSUE DATE ISSUE DESCRIPTION - 08.25.03 DD PRICING - 09.15.03 FINAL DD 01 1 01.10.06 FOR CONSTRUCTION ALUMINUM 04.03.06 TITUS MLR -31 5 NOTES: 1. FIXED LOUVERED BLADES, 4 -HAY THROW UNLESS INDICATED OTHERWISE, 3 5, 3 SLOT, I" HIDE SLOTS. M00 2, HORIZONTAL FRONT 4 VERTICAL REAR BLADES. 3, ADJUSTABLE GURVED BLADE5, 4 -NAY THROH UNLE55 INDICATED OTHERWISE. 4. FIXED LOUVERED BLADES. PLAN CODE TYPE 4 SERVICE NECK 51ZE FRAME TYPE FACE SIZE VOLUME DAMPER MATERIAL/ CONSTRUCTION COLOR MANUFACTURER 4 MODEL NO. REMARKS A EXHAUST REGISTER SEE PRAHINO SURFACE NECK + 2" YES STEEL PER ARCH. TITUS 25RL 4 B TRANSFER AIR ORILLE SEE PRAHIN6 SURFACE NECK + 2" NO STEEL PER ARCH. TITUS 25RL 4 G SUPPLY AIR REGISTER SEE PRAHiN6 SURFACE NECK + 2" YES STEEL PER ARCH, TITUS 272RL 2 D RETURN REGISTER SEE DRAHIN6 SURFACE NECK + 2" YE5 STEEL PER ARCH. TITUS 25RL 4 E EXHAUST REGISTER SEE DRAWING SURFACE NECK + 2" YE5 ALUMINUM PER ARCH. TiTUS 4FL 4 F TRANSFER AIR ORILLE SEE PRAHINO SURFACE NECK + 2" NO ALUMINUM PER ARCH. TITUS 4FL 4 G RETURN AIR SLOT SEE PRAHING SURFACE 4 6 " XS" NO ALUMINUM PER ARCH. TITUS MLR -31 5 AIR PEE I GE SC✓HEPUL... ABLE LIP TEMPERATURE CONTROL VALVE MANUAL AIR VENT I CHILLED RETURN SHUTOFF MAY BE OMITTED CIRCUIT IF CIRCUIT SETTER 15 SETTER TIGHT- GLO51NC TYPE c �. � HEATING RETURN FAN COIL UNION r^ T I NA CHILLED SUPPLY CONDEN5ATE DRAIN P -TRAP, OUTLET I LOWER THAN INLET HEATING SUPPLY p - DRAIN SECONDARY DRAIN PAN UNDER UNIT 3 /4tt F— D TERMINATE BELOW CEILING IN V1516LE LOCATION ACCEPTABLE TO ARCHITECT TEMPERATURE UNION 5HUTOFF VALVE CONTROL VALVE MAY E3E OMITTED WHERE INPICATEP IF CIRCUIT SETTER T 4 P TEST PLUG I5 TI0HT- CLO5ING 5HUTOFF VALVE CIRCUIT SETTER I T T 1 I ! I I - -- -HWR -- -- �1- --�- -� I HwS—� � -4v�T I I ACGE55 MOOR IN COVER AT VA LVINO HEATER ELEMENT COORDINATE WITH ARCHITECT AND INTER. PE5IGNER SINCE COVER CUSTOM COVER. REFER TO LOCATED IN CUSTOM ENCLOSURE. ARCHITECTURAL DETAILS ON NOTE:PIPING ARRANGEMENT IS FOR AN ENTI ASOO FOR MORE INFORMATION. HEATING ZONE RE&ARDLE55 OF PIPING OFFSETS BETWEEN SECTIONS OR 5A5E50ARP 3 SECTIONS AND /OR ROOMS. r5 TWO TIER BASEBOARD RADIATION PIPING � � SaALE: NONE VALVES IN COVER SLOTTED WOOD SILL TWO TIER HYDRONIC HEATER WITH 3 - 1/ 4 - x 3-1/4 FINS WOOD PANEL CONTINUOUS SLOTTED BASE TILE FLOORING CONC_ TOPPING SLAB , �FF N � I S �ry( H AE _ [� F �� L � O y O R {EL V [ VV.5 �. � TOP -OF -SLAB INF RENM . . ; ; l t t a %:EaY� i 0 4 4 a Q CONC. STEM WALL — L� a / /-5HUT -OFF VALVE Q J� 50ALE: NONE rda3 WALL SECTION AT WINDOW —TYPE A No ... . • � IIl MANUAL CIRCUIT SETTER AIR VENT SHUT -OFF MAY BE OMITTED IF CIRCUIT SETTER 15 TIGHT- GLOSING TYPE S �Ir-- �-- tll- -� —�_— _HWR- -- -#►-- - - --� TEMPERATURE CABINET CONTROL VALVE UNIT HEATER PER SPECIFICATIONS ----- 1 --- -I HW5 SHUT -OFF VALVE P4 T TEST PLUG NOTE: ALL VALVINC TO UNION BE INSIDE HEATER CABINET FOR ACCESS CABINET UNIT HEATER PIPING �3O SCALE: NONE HORIZONTALLY MOUNTED SPHERICAL FLEX CONNECTION END SUCTION DIFFU5EF��, W/ STRAINER DRAIN LINE WITH',� SHUT -OFF VALVE SHUTOFF VALVE _---- PLUG VALVE N/ MEMORY STOP „.d,--- CHEGK VALVE T 4 P TEST PLUG / PRE55URE GAU N/ GAUGE COGK5 PUMP MAIN PUGT 21 BRANCH RETURN/EXI AIR FLON 3 BRANCH DUCT TAKE OFF 030 SCALE: NO HANG FROM STRUCTURE RUBBER -IN -SHEAR VIBRATION 150LATION MANUAL AIR VENT CIRCUIT SETTER ---► -- HWR —_.. ---- - ---�, -�- r - UNION P& T TEST PLUG SHUT -OFF VALVE MAY BE OMITTED IF CIRCUIT SETTER 15 TIGHT GL05IN65 UNIT HEATER 3/4 TO HEATING 5Y5TEM SEE PLB&. D11465. FOR WATER MAKE -UP FUNNEL 015CHAR6E TO F.D. PUMP FROM LOW LEVEL 4 SEND ALARM. PRV- A9JU5TABLE BETWEEN 10 4 20 P51 GLYCOL FEEDER = 5A5E IND. CORP., /- 55 GALLON CLEAR ✓ POLYETHYLENE TANK. -- �-- -- ---..— \S � SIOHT OLA55 UNION (TYP.) t , FULL SIZE DRAIN VALVE TO FLOOR DRAIN SHUTOFF VALVE (TYP) MODULATI N& CONTROL VALVE MANUAL AIR VENT - 19 �- HWR (BOILER) -- -- t� HW5 [:Iwxi CONTRACTOR TO VERIFY SUPPLY AND AUTO AIR VENT W/ 1/2° DRAIN LINE TO FLOOR DRAIN AIR SEPARATOR VUSTRAINER UNION ----- --at- . + + + W DIELEGTRI< UNION (TYP 5HUT -OFF VALVE HW5 tt PROVIDE THERM05TAT WITH UNIT HEATER. URLE55 NOTED OTHERWI5E ON PLAN5, 505PEN0 THERM05TAT FROM UNIT ON CONDUIT K HORIZONTAL UNIT HEATER PIPING 030 wue. xwc •—BALL VALVE. rte __ _-- -CHECK VALVE PROVIDE VCODE AIR CAP LOW LEVEL CONTROLLER- DUAL POINT FLOAT SWITGH TO PROTECT PROPYLENE GLYCOL FEEDER 9' ALE FULL 51ZE DRAIN'' VALVE W/ H05E END SHUT -OFF VALVE 1^V LOOK SHIELD TANK &ATE VALVE (TYP) VALV LIEF & T TEST PLUG DRAIN VALVE W/HO5E END CONNECTION AND VACUUM BREAKER (TYP) ,2 AIR SEPARATOR &EXPANSION TANK PIPING �3O xuE. riorE BALANCE VALVE HW5 (BOILER) - MANUAL AIR VENT 1ER MOMETER 4 Q a d / /-5HUT -OFF VALVE Q J� 50ALE: NONE rda3 WALL SECTION AT WINDOW —TYPE A No ... . • � IIl MANUAL CIRCUIT SETTER AIR VENT SHUT -OFF MAY BE OMITTED IF CIRCUIT SETTER 15 TIGHT- GLOSING TYPE S �Ir-- �-- tll- -� —�_— _HWR- -- -#►-- - - --� TEMPERATURE CABINET CONTROL VALVE UNIT HEATER PER SPECIFICATIONS ----- 1 --- -I HW5 SHUT -OFF VALVE P4 T TEST PLUG NOTE: ALL VALVINC TO UNION BE INSIDE HEATER CABINET FOR ACCESS CABINET UNIT HEATER PIPING �3O SCALE: NONE HORIZONTALLY MOUNTED SPHERICAL FLEX CONNECTION END SUCTION DIFFU5EF��, W/ STRAINER DRAIN LINE WITH',� SHUT -OFF VALVE SHUTOFF VALVE _---- PLUG VALVE N/ MEMORY STOP „.d,--- CHEGK VALVE T 4 P TEST PLUG / PRE55URE GAU N/ GAUGE COGK5 PUMP MAIN PUGT 21 BRANCH RETURN/EXI AIR FLON 3 BRANCH DUCT TAKE OFF 030 SCALE: NO HANG FROM STRUCTURE RUBBER -IN -SHEAR VIBRATION 150LATION MANUAL AIR VENT CIRCUIT SETTER ---► -- HWR —_.. ---- - ---�, -�- r - UNION P& T TEST PLUG SHUT -OFF VALVE MAY BE OMITTED IF CIRCUIT SETTER 15 TIGHT GL05IN65 UNIT HEATER 3/4 TO HEATING 5Y5TEM SEE PLB&. D11465. FOR WATER MAKE -UP FUNNEL 015CHAR6E TO F.D. PUMP FROM LOW LEVEL 4 SEND ALARM. PRV- A9JU5TABLE BETWEEN 10 4 20 P51 GLYCOL FEEDER = 5A5E IND. CORP., /- 55 GALLON CLEAR ✓ POLYETHYLENE TANK. -- �-- -- ---..— \S � SIOHT OLA55 UNION (TYP.) t , FULL SIZE DRAIN VALVE TO FLOOR DRAIN SHUTOFF VALVE (TYP) MODULATI N& CONTROL VALVE MANUAL AIR VENT - 19 �- HWR (BOILER) -- -- t� HW5 [:Iwxi CONTRACTOR TO VERIFY SUPPLY AND AUTO AIR VENT W/ 1/2° DRAIN LINE TO FLOOR DRAIN AIR SEPARATOR VUSTRAINER UNION ----- --at- . + + + W DIELEGTRI< UNION (TYP 5HUT -OFF VALVE HW5 tt PROVIDE THERM05TAT WITH UNIT HEATER. URLE55 NOTED OTHERWI5E ON PLAN5, 505PEN0 THERM05TAT FROM UNIT ON CONDUIT K HORIZONTAL UNIT HEATER PIPING 030 wue. xwc •—BALL VALVE. rte __ _-- -CHECK VALVE PROVIDE VCODE AIR CAP LOW LEVEL CONTROLLER- DUAL POINT FLOAT SWITGH TO PROTECT PROPYLENE GLYCOL FEEDER 9' ALE FULL 51ZE DRAIN'' VALVE W/ H05E END SHUT -OFF VALVE 1^V LOOK SHIELD TANK &ATE VALVE (TYP) VALV LIEF & T TEST PLUG DRAIN VALVE W/HO5E END CONNECTION AND VACUUM BREAKER (TYP) ,2 AIR SEPARATOR &EXPANSION TANK PIPING �3O xuE. riorE BALANCE VALVE HW5 (BOILER) - MANUAL AIR VENT 1ER MOMETER l; Emm7l, r t rr 1Y4 41-l�fk: 1 � h 3 2 4r, OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT o f RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE do NEWELL ENGMEM, INC AVON, COLORADO m" ENGIIQEERS AW CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHUECT HARTJHOWERTON NEW YORK, NEW 'YORK am ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 2001 - 134 -03 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION - 08.25.03 DD PRICING 01 01.10.06 FOR C01CM 1CTi0N 04 03.06 DEPT l; I 6I 4EET NOTES I I. RE: 5NONMELT IN5TALLATION DETAILS 5,6 4 7, SHEET M041 2. RE: 5NOWMELT MANIFOLD 5Y5TEM DETAIL 2 AND 3, SHEET M041 3. EAGH 5NOWMELT ZONE SHOULD BE NO LARGER THAN 4000 SQUARE FEET. CONTRACTOR TO VERIFY MOST EFFICIENT ZONE LAYOUT. 4. TOTAL 5NOWMELT AREA SHOWN ON TH15 PLAN 15 APPROXIMATELY 12,600 5WARE FEE'. . 5NOHMELT TUBING: A. Controls shall consist of programmable electronic components. B. All components of system shall be provided by one manufacturer including tubing, manifolds, support brackets, fastening systems, tube bend supports, couplings, spiking nipples, etc. C. Tubing shall be cross- linked polyethylene with an oxygen diffusion barrier rated at 180 ° F at 100 psig. Pipe shall be 314" ID and meet A5TM F876 -877. D. Tubing shall carry a ten -year non - prorated warranty against failure due to manufacturing defects or exposure to stress cracking agents All other components to be provided with one -year warranty from date of Owner acceptance of project. E. Manifolds shall be made of brass resistant to dezincification and be capable of multiple unit connections. Return manifolds shall be provided with an air vent and hose adapter, and have a balancing valve for each tubing circuit. Supply manifold tubing circuit connections shall be capable of being left manuallq open or fitted with a 24 -volt valve operator for zone control. F. Contractor shall have to option of shop- fabricating manifolds that do not have individual circuit balancing valves only when all circuits are connected to the manifold to allow equivalent pressure drop across each circuit. Supply manifolds to have shut -off valve and manual air vent. Return manifolds shall have a shut -off valve and circuit setter. C. Contractor to coordinate installation of 314" conduit to snowmelt manifolds for snowmelt system controls. 6. COORDINATE EXACT 5NO"AELT AREAS AND PIPE ROUTING W1TH CIVIL DRAKIN65 AND THE ARCHITECT. I. 5NOWMELT TO INCLUDE CURB AND CUTTER NEXT TO 5HOWMELT AREAS. 8. 51ZE ALL PIPING TO MANIFOLD5 AT A MAXIMUM PRESSURE LO55 OF 4" PER 100' (EG UIVALENT LENGTH) OF PIPE. q. SEE 5NOWMELT PIPING 56HEMATIG DETAIL 1, SHEET M041. KEY MOTE6 I SNOWMELT MANIFOLD ZONE WITH APPROXIMATE AREA SHOWN IN 5WARE FEET. Q SNOWMELT 5NOW110E DETECTOR. 5EE DETAIL #4 ON M041. SNOHMELT SUPPLY AND RETURN WATER MANIFOLD. 5NOHMELT CONTRACTOR TO DETERMINE FINAL LOCATION AND COORDINATE WITH ARCHITECT. 5NOWMELT CONTRACTOR TO COORDINATE PIPING TO MANIFOLDS WITH MC. PROVIDE OUTDOOR HOU5INC FOR MANIFOLD TO BE APPROVED BY ARCHITECT. REFER TO SPA BUILDING B PACKAGE FOR INFORMATION ON 5NOWMELT IN THIS AREA. 5NOWMELT SUPPLY AND RETURN INTO BUILDING. RE: M102 FOR CONTINUATION PRE- INSULATED 5NOWMELT SUPPLY AND RETURN ROUTED UNDER GRADE TO MANIFOLD5 REFER TO RE51DENCES BUILDING E PACKAGE FOR INFORMATION ON 5NOWMELT IN TH15 AREA. (D REFER TO SKIER 5ERVICE5 BUILDING D PACKAGE FOR INFORMATION ON 5NONMELT IN TH15 AREA. a I 16" = 1 = _ i 0% EDG GARAGE BELOW GI ST &M - 10 M O MM r r f � f l / E- V_ V_ _y I Z S S ! S ♦ M s I w I ♦ moo . • i # T O MAK OWNER /DEVELOPER ��� DEVELOPMENT • # # AVON, COLORADO ��iY�� 42140 ARCHITECTURE # iYY YEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOxERTON NEW YORK, NEW YORK CIVII, ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAS LAND CONSULTANT, INC VAII, COLORADO PROJECT NO: 2001 - 134 -03 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION - 08.25.03 DD PRICING - 09.15.03 FINAL DD 01 01.10.06 FOR CONS RUCTION IA R + UJ moo . OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Cokorodo STRUCTURAL ENGINEER YONROE & NEWELL ENGINEERS, INC AVON, COLORADO YEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOxERTON NEW YORK, NEW YORK CIVII, ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAS LAND CONSULTANT, INC VAII, COLORADO PROJECT NO: 2001 - 134 -03 ISSUE NO. ISSUE DATE ISSUE DESCRIPTION - 08.25.03 DD PRICING - 09.15.03 FINAL DD 01 01.10.06 FOR CONS RUCTION IA R + UJ i' " r • ' CONCRETE SLAB, 6" THICK r } a"O a`'O"O O`O a O O O O o° o °o °o °o °a °o °o °a ° "O O`O a`a p o 0 0 o p O o 0 0 o a o a a o 0 0 0 0 o p o 0 0 0 GOMPAGTED ROAD 0 0 0 0 0 a o a o 0 0 4 0 0 0 0 0 0 0 o fl o ° O O ° 0 ° O ° O ° 0 0 ° ° ° > 0 ° ° °°°°°°°°° r� �( 0 0 0 0 4 0 0 0 0 00000®° a° O° O° O 0 0 0 O° 4° O° O 0 O° O 7 0 0 4 4 0 a O a a p 0 O 0 O 0 0 O °0 0 0 0 0 O °0 °O °a °0 0 0 0 0 0 0 O 0 O 0 a 0 0 °p a a p 0 p BASE 4 THICK �r�«- Qr�- Qr��- Qri�*- Qr;�«- Qri��rr�- 4r4- S?r�- Qr�- Qr��- m- QrX- Qr� -�rQ- Qro�- 11r�- Qrr,g-- �rg-� 0 r I III � I � € � III II( I � I II�Il lll 111 111 111 l Il III III III IEI I � l ll i � l ii l � l ll l � l ll�l SUBGRADE —I ! I— III =1 �.5 =1_I I P_I� =1 11 =1 E I —I 11 =1 I I -1 I I— III —I I i =1 I I —f! I —I 11 —f 1 I —I f I— III —I 11- 1 NOTE I. CONTRACTOR TO GHARC7E SNONMELT LOOP HITH IDO PSI AIR TO PREVENT GR,USHING OF TUBE HHEN CONCRETE 15 POURED. 2. 5EE STRUCTURAL DRAHING FOR STRUCTURAL DETAILS. SNONMELT TUBING TIED TO MIRE MESH SCREEN OR REBAR DE51 O NER NOTE AGGEPTABLE TO INSTALL IN CONCRETE PER NIRSBO DETAIL. i,. O C OR iM,_ ♦ C PIT B HEAVY DUTY REMOVAB I RON CO CURB j ; SUPPLY - a:.. - a MANIFOL ` -' ` ° - ;.. 4 RETURN ` MANIFOL 2" SAND 2 CONGRET HNS MAIN :a. SNOWMELT HHR MAIN �j /� i� IPI NI.f , a 2 "BLOEBOARD INSULATION III— FART` I III —i I =1 I =1 I =1 I :K. ¢,, NOTE: 6 "HOLE IN ANCHOR SUPPLY � RETURN PIT 51ZE FOR MANIFOLD #1 MANIFOLDS IN ACCORDANCE, CONCRETE TO BE 36 "N - 12'LONG HITH MANUFACTURERS RECOMMENDATIONS NOTE: ALL CONNECTIONS TO MANIFOLD TO BE NITHIN 12OVAG MA D.A.T. 0( BY E.G. CONTROL . " _ -- -- — -- -- �.c MANUAL AIR VENT `' -- __ ✓ ° '_ AT HICHE5T 5Y5TEM POINT. TWIST OVERRIDE TIMER MAO �� SUPPLY WATER 1 TEMP SENSOR. \ SIZE PER PLANS \ PUMP 5M5 (� SIZE PER PLAN5 \ PANSION SNOW f ICE TE EX POT FEEDER NSOR IN MANIFOLD .i C009 TOE ASSEMBLY TANK 3f4 — \� KITH VALVES. OLYCOL FEED A55EMBLY AIR SEPARA• HEAT EXCA 7, ER FULL SIZE PIPING TO FLOOR DRAIN FROM AIR VENT. M0 41 J SCALE: NONE 2" THICK SAND BED HIR580 PEX TUBING @ 10"O.C. EARTH TE: E STRUCTURAL DRAHINO IR STRUCTURAL DETAILS SCALE: NONE HH54 R FROM BOIL 5EE PLAN5 FOR 51ZE5. r'• NOTE: ALL SNOHMELTINO CONTROL COMPONENTS TO BE TEKMAR BRAND. SNQHMELT CONTROLS CONTRACTOR SHALL PROVIDE ALL GDMPONENTS, HIRING 4 CONDUIT FOR A PROPERLY OPERATING SYSTEM. ALL HIRING TO BE INSTALLED STRAIGHT 4 ATTACHED TO HALLS WHIRE SUPPORTS. loft SNOAMELT =�*#loot":*�TPM 60% roll I OF IN 67/C SCHEMATIC A � it Atttt —rl r % /A1 ♦/C ! Ar7 At1 - r v rAt . / - /r.'t % SGALE: NONE 3 SIZE PER PLAN t N , . � R SLAB TEMP 5EN50R - Att� . CONCRETE SLAB COORDINATE LOCATION FOR APPROVAL WITH THE GG AND ARCHITECT. RETURN HATER TEMP SENSOR. RETURN MAIN L M�Lll 1 r e "{r OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY A VON, coLoRaDa ARCHITECT OF / n R ' �ECORD L �14V ARCHITECTURE Denver, Colorado srRUCrcxRAL ENGINEER 3IONROE do NEWELL ENGINEERS, INC AVOx, COLORADO YSP ExGINEERs ADS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HARx/gorrERxox NEW YOLK. NEW YORK CIVIL ENGINEER AI.I'llVE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAII., COLORADO PROJECT N4: 200 1-134 - 03 ISSUE ISSUE ISSUE NO- DATE DESCRIPTION — 4$.25.0 THE MANIFOLD ENCLOSURE NOPSMEL.T MAN I I=OL C� �' IT ��TA I L. 5NOAM L.T S)ooSTEM INSTALLATI VI TAIL (SLA5 ON � *A�E 041 SCALE: NONE Mj0 SCALE: NONE ENL Hf , CONCRETE DRIVE INSTALL SNOHIICE l DETECTOR LEVEL. ATTACH TUBING TO REINFORGING MESH OR REBAR IN51DE STAIRS ANGLED LOOPS OF _--- ELECTRONIC 5EN50R PEX TUBING, TNO TUBES PER STAIR TREAD LEVEL — — — — a d, O ° . i. i O.06 F FOR CONSTRUCTION 4.. .. ° " GONDUIT 4 GABLE TO a' o LOCATION OF SNOHIIGE ° a ° a /J 4 A a a DETECTOR CONTROL a_. 4 .. ,d° a °d a oftNOw ��if • T� a a ° ° ° . ltl K4 5�lC�A /I G� �ETECTC�'�. INSTALLATION a' a a M041 SGALE: NONE A a a Q Q 4 . d/ CONCRETE STAIR CONSTRUCT IO M0 41 J SCALE: NONE 2" THICK SAND BED HIR580 PEX TUBING @ 10"O.C. EARTH TE: E STRUCTURAL DRAHINO IR STRUCTURAL DETAILS SCALE: NONE HH54 R FROM BOIL 5EE PLAN5 FOR 51ZE5. r'• NOTE: ALL SNOHMELTINO CONTROL COMPONENTS TO BE TEKMAR BRAND. SNQHMELT CONTROLS CONTRACTOR SHALL PROVIDE ALL GDMPONENTS, HIRING 4 CONDUIT FOR A PROPERLY OPERATING SYSTEM. ALL HIRING TO BE INSTALLED STRAIGHT 4 ATTACHED TO HALLS WHIRE SUPPORTS. loft SNOAMELT =�*#loot":*�TPM 60% roll I OF IN 67/C SCHEMATIC A � it Atttt —rl r % /A1 ♦/C ! Ar7 At1 - r v rAt . / - /r.'t % SGALE: NONE 3 SIZE PER PLAN t N , . � R SLAB TEMP 5EN50R - Att� . CONCRETE SLAB COORDINATE LOCATION FOR APPROVAL WITH THE GG AND ARCHITECT. RETURN HATER TEMP SENSOR. RETURN MAIN L M�Lll 1 r e "{r OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY A VON, coLoRaDa ARCHITECT OF / n R ' �ECORD L �14V ARCHITECTURE Denver, Colorado srRUCrcxRAL ENGINEER 3IONROE do NEWELL ENGINEERS, INC AVOx, COLORADO YSP ExGINEERs ADS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HARx/gorrERxox NEW YOLK. NEW YORK CIVIL ENGINEER AI.I'llVE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAII., COLORADO PROJECT N4: 200 1-134 - 03 ISSUE ISSUE ISSUE NO- DATE DESCRIPTION — 4$.25.0 * OI N I y 1 / w 1 I it �`i ` r *✓t/t ti tV...+Ja/tVts - -.—..— t..L/VI FITTING (TYP) RETURN PIPING SUPPLY FITTING (TYP) 3 D DD PRICING 41 i i. i O.06 F FOR CONSTRUCTION n VY 43.06 I y 1 / w 1 I it �`i ` r *✓t/t ti tV...+Ja/tVts - -.—..— t..L/VI FITTING (TYP) RETURN PIPING SUPPLY FITTING (TYP) ��t G O X < --------------------------------------------------------- - ------- L ---------------------------- - -------------------- - - - - -J I N 0 I 21 OUTSIP FOR ER5 SKI 5TORAbE BA5EP ON 0.5 GFM PER 5GUARE F OOT 0050 X 0.5 = 2050 6FM. 410 .:M OF OUT51PF AIR 15 BEING PP E wimmar3m 01M w 10 " 0 815'x.0 m ♦ Vail Ski Club BUILDING C LEVEL 8157.0'1 l i 'Al � $yV��i��l� 1 � OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL. ENGINEERS, INC AVON. COLORADO MEP ENGINEERS ABS CONSULTANTS. INC DENVER, COLORADO LANDSCAPE ARCHITECT RART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAXL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL COLORADO PROJECT NO: 2001-134-03 ISSUE ISSUE ISSUE NO. DATE DESCRIPTION - 08.25.03 DD PRICING - 09-15.03 FINAL DD 01 01.10,06 FOR CONSTRICTION 04 03-06 01 DEFT RESP FINAL CONS11 Vail Ski Club BUILDING C LEVEL 8157.0'1 < LY 17 ` 1 t 0 0 �1 u leHEET No 1. OUTSIDE AIR REQUIREMENT5 FOR THE VALET SKI STORAGE AREA 15 BASED ON 2050 5QUARE FEET X 0.15 GFM PER SQUARE FOOT. 2050 50 FT X 0.15 = 308 GFM OF OUTSIDE AIR REQUIRED. 3000 CFM OF OUTSIDE AIR 15 BEING SUPPLIED TO THE AREA. A 2q t 4 TF -G -b f3 .•,,, v i I KEYNOTES I) YGQL TK SYSTEM FOR THE SNO�LT SYSTEM. TANK SYSTEM TO HAVE �P W1TH T LUG IN CORD TQ I�IALL QU7LET. SEE DETAIL 11 ON M003. 0 5TIG HOT WATER HEAT EXCHANGER. REFER TO PLUMBING DRAWINGS R MORE INFORMATION. �D20 3 20" 5UPPLY AIR DUCT FROM BELOW. SEE MI03. IN -LINE TRANSFER FAN. SUSPEND FROM STRUCTURE WITH 5PRING VIBRATION ISOLATION HANGER5. 36" X 10" EXHAUST DUCT UP AND DOWN. SEE MIOI AND M103. HYDRONIC UNIT HEATER. SUSPEND FROM STRUCTURE WITH VIBRATION f LATION HANGER5. IL�b NO HEATING WATER 5(5TEM PUMP. ETAIL 10 ON M003. PUMP TO BE CONTROLLED BY VFD. 5NOWMELT SYSTEM PUMP. SEE DETAIL 10 ON M003. PROVIDE P X I" METAL SCREEN OVER END OF DUCT. 10 FOR PIPING SCHEMATIC OF 5NOWMELT 5Y5TEM 5EE DETAIL 5 ON M041. II EXPAN5ION TANK FOR 5NOWMELT SYSTEM. SEE DETAIL 12 ON MOOS. f2 AIR 5EPARATOR FOR 5NOWMELT 5Y5TEM. SEE DETAIL 12 ON M003. 13 HEAT EXCHANGER FOR 5NOHMELT SYSTEM. 5E DETAIL 8 ON MOOS. 14 4" HOT WATER 5UPPLY AND RETURN PIPING FROM BUILDING D SKIER SERVICES. REFER TO BUILDING A PARKING PACKAGE 5HEET MIO& FOR OVERALL ROUTING OF PIPING. HEATING WATER SUPPLY TO EQUAL 200 AND RETURN TO EQUAL APPROX. 110 TOTAL FLOW TO EQUAL APPROX. 280 GPM. 3 IS HEATING WATER 5UPPLY AND RETURN PIPING UP TO FLOOR ABOVE. SEE M103. lb HEATING WATER SUPPLY AND RETURN PIPING DOWN TO FLOOR BELOW. SEE MIOI. 17 5NOHMELT SUPPLY i RETURN PIPING OUT 51DEHALL AND ROUTED TO MANIF 05 : M040 FOR CONTINUATION L. r @ � f'GTRIC EATER 5U5PENDED FROM MANUFACTURER'5 HALL MOUNTING BRACKET. BOTTOM OF UNIT TO BE 7' -0" AFF. l�l CHILLED WATER SUPPLY AND RETURN PIPING UP TO FLOOR ABOVE. SEE M103. 2Q CHILLED WATER SUPPLY AND RETURN PIPING DOWN TO FLOOR BELOW. SEE MIOI. 2I PIPE R15ER UP TO FLOOR ABOVE FOR CONNECTION TO BASEBOARD HEATER. SEE M103. (TYPICAL) 22 HEATING HATER SUPPLY AND RETURN PIPING MOUNTED TIGHT TO STRUCTURE. TYPICAL IN GARAGE. 23 REFER TO DETAIL 2 ON THIS SHEET FOR ENLARGED MECHANICAL ROOM PLAN. 24 5NOH MELT SYSTEM CHEMICAL POT FEEDER. 25 2 P051TION 2 -HAY CONTROL VALVE FOR DOMESTIC HATER HEATER HEAT EXCHANGER. MG TO COORDINATE VALVE 51ZE AND CONTROL CONNECTIONS TO HEAT EXCHANGER WITH THE PLUMBING CONTRACTOR. 2b HEATING WATER SUP Y D RETURN PIPING UP TO FLOOR ABOVE FOR CO!�N�ETI A T HEATER. 21) _ IN5TALL FIRE DAMPER IN THE WALL PENETRATION. 28 HEATING AND COOLING THERMOSTAT TO TURN ON TRANSFER FAN IF ROOF TEMPERATURE 15 ABOVE 80 (ADJ) OR BELOW 55 (ADJ.). 2q WALL 5NITGH FOR CONTROL OF FAN. PROVIDE HITH LOCKING } COVER. j SR S < EXPOSED STRUCTURE IN THIS ROOM WITH NO CEILING. BOTTOM OF t / 18 EUH -C_5 48/2,... - --�-'' 2 STRUCTURE AT APPROXIMATELY cI' -O" AFF WHICH EQUALS AN / ELEVATION OF 8 {86-0" 21 4. t „ y 31 DRIVE LANE ELEVATION IN TH15 AREA AT APPROXIMATELY 35 ° { 2 11 3 I 94 TO 1 -114 21 -- ` 48 11x24" nit 3 33 1-1/2" 1 -112" _—°" � 21'`x., is u mm 11 m 32 MOUNT DUCT AND FAN TIGHT TO STRUCTURE 50 TOP 15 APPROXIMATELY 8186-0". MAINTAIN A MINIMUM OF 7' -0" AFF CLEARANCE BELOH THE DUCT, FAN AND ALL SUPPORTS. 33 BUILDING HEATING WATER PIPING FROM 5KI CLUB L G C 3 MECHANICAL ROOM TO MAIN BUILDING. 34 FLEXIBLE DUCT CONNECTION. 35 FIRE!'5MOKE DAMPER TO BE INSTALLED IN OCCUPANCY SEPARATION HALL. DAMPER ACTUATOR TO BE MOUNTED IN AN ACCESSIBLE LOCATION ON THE INSIDE OF THE ROOM. 21 36 GRILLE AND DUCT TO BE LOCATED ABOVE DOOR. 1 EXHAUST SHAFT FOR GARAGE SYSTEM. REFER TO GARAGE DRAHIN65 (BUILDING A) FOR MORE INFORMATION. 7 \ 38 EXPANSION AND AIR SEPARATION FOR THE BUILDING HEATING AND COOLING HYDRONIC SYSTEMS OF BUILDING C SKI GLUE 15 ACCOMPLISHED BY EG2UIPMENT LOCATED IN BUILDING D SKIER 21 5ERVICE5. 21 21 TOP OF HALL PENETRATION FOR TH15 GRILLE WILL BE AT ELEVATION 180' -O ". COORDINATE GRILLE LOCATION AND 51ZE WITH GO AND STRUCTURAL. PROVIDE VERTICAL DUCT DOWN AND ELBOWS FROM CEILING DUET TO LOH GRILLE LOCATION AND ROUTE VERTICAL DUCT TIGHT TO WALL. _ _ ` ti �...�•.�. n..�. �,. n r 7 p4 r y , OWNER/ DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHTTEGl OF RECORD ARCHITE Denver. Colorado STRUCTURAL ENGINEER xoNROE & xErrELL ENGINEERS, INC AVaN, COLORADO ICED ENGINEERS ABS GoxSVLTAxTS, INC DENSER, COLORADO LANDSCAPE ARCHITECT HART /xoxERTOx NEW X NEW YORK clvu, ENGINEER ALPINE ENGINEERING, INC. PAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC NAIL, COLORADO PROJECT N0: 2001- 134 -03 ISSUE ISSUE ISSUE NO_ DATE DESCRIPTIO - 4$.25.03 DD PRICING - .49.55.03 FINAL DD Ot 01,10,06 FOR CONSTRUCT S i } t t s } 1 t 0 0 �1 u leHEET No 1. OUTSIDE AIR REQUIREMENT5 FOR THE VALET SKI STORAGE AREA 15 BASED ON 2050 5QUARE FEET X 0.15 GFM PER SQUARE FOOT. 2050 50 FT X 0.15 = 308 GFM OF OUTSIDE AIR REQUIRED. 3000 CFM OF OUTSIDE AIR 15 BEING SUPPLIED TO THE AREA. A 2q t 4 TF -G -b f3 .•,,, v i I KEYNOTES I) YGQL TK SYSTEM FOR THE SNO�LT SYSTEM. TANK SYSTEM TO HAVE �P W1TH T LUG IN CORD TQ I�IALL QU7LET. SEE DETAIL 11 ON M003. 0 5TIG HOT WATER HEAT EXCHANGER. REFER TO PLUMBING DRAWINGS R MORE INFORMATION. �D20 3 20" 5UPPLY AIR DUCT FROM BELOW. SEE MI03. IN -LINE TRANSFER FAN. SUSPEND FROM STRUCTURE WITH 5PRING VIBRATION ISOLATION HANGER5. 36" X 10" EXHAUST DUCT UP AND DOWN. SEE MIOI AND M103. HYDRONIC UNIT HEATER. SUSPEND FROM STRUCTURE WITH VIBRATION f LATION HANGER5. IL�b NO HEATING WATER 5(5TEM PUMP. ETAIL 10 ON M003. PUMP TO BE CONTROLLED BY VFD. 5NOWMELT SYSTEM PUMP. SEE DETAIL 10 ON M003. PROVIDE P X I" METAL SCREEN OVER END OF DUCT. 10 FOR PIPING SCHEMATIC OF 5NOWMELT 5Y5TEM 5EE DETAIL 5 ON M041. II EXPAN5ION TANK FOR 5NOWMELT SYSTEM. SEE DETAIL 12 ON MOOS. f2 AIR 5EPARATOR FOR 5NOWMELT 5Y5TEM. SEE DETAIL 12 ON M003. 13 HEAT EXCHANGER FOR 5NOHMELT SYSTEM. 5E DETAIL 8 ON MOOS. 14 4" HOT WATER 5UPPLY AND RETURN PIPING FROM BUILDING D SKIER SERVICES. REFER TO BUILDING A PARKING PACKAGE 5HEET MIO& FOR OVERALL ROUTING OF PIPING. HEATING WATER SUPPLY TO EQUAL 200 AND RETURN TO EQUAL APPROX. 110 TOTAL FLOW TO EQUAL APPROX. 280 GPM. 3 IS HEATING WATER 5UPPLY AND RETURN PIPING UP TO FLOOR ABOVE. SEE M103. lb HEATING WATER SUPPLY AND RETURN PIPING DOWN TO FLOOR BELOW. SEE MIOI. 17 5NOHMELT SUPPLY i RETURN PIPING OUT 51DEHALL AND ROUTED TO MANIF 05 : M040 FOR CONTINUATION L. r @ � f'GTRIC EATER 5U5PENDED FROM MANUFACTURER'5 HALL MOUNTING BRACKET. BOTTOM OF UNIT TO BE 7' -0" AFF. l�l CHILLED WATER SUPPLY AND RETURN PIPING UP TO FLOOR ABOVE. SEE M103. 2Q CHILLED WATER SUPPLY AND RETURN PIPING DOWN TO FLOOR BELOW. SEE MIOI. 2I PIPE R15ER UP TO FLOOR ABOVE FOR CONNECTION TO BASEBOARD HEATER. SEE M103. (TYPICAL) 22 HEATING HATER SUPPLY AND RETURN PIPING MOUNTED TIGHT TO STRUCTURE. TYPICAL IN GARAGE. 23 REFER TO DETAIL 2 ON THIS SHEET FOR ENLARGED MECHANICAL ROOM PLAN. 24 5NOH MELT SYSTEM CHEMICAL POT FEEDER. 25 2 P051TION 2 -HAY CONTROL VALVE FOR DOMESTIC HATER HEATER HEAT EXCHANGER. MG TO COORDINATE VALVE 51ZE AND CONTROL CONNECTIONS TO HEAT EXCHANGER WITH THE PLUMBING CONTRACTOR. 2b HEATING WATER SUP Y D RETURN PIPING UP TO FLOOR ABOVE FOR CO!�N�ETI A T HEATER. 21) _ IN5TALL FIRE DAMPER IN THE WALL PENETRATION. 28 HEATING AND COOLING THERMOSTAT TO TURN ON TRANSFER FAN IF ROOF TEMPERATURE 15 ABOVE 80 (ADJ) OR BELOW 55 (ADJ.). 2q WALL 5NITGH FOR CONTROL OF FAN. PROVIDE HITH LOCKING } COVER. j SR S < EXPOSED STRUCTURE IN THIS ROOM WITH NO CEILING. BOTTOM OF t / 18 EUH -C_5 48/2,... - --�-'' 2 STRUCTURE AT APPROXIMATELY cI' -O" AFF WHICH EQUALS AN / ELEVATION OF 8 {86-0" 21 4. t „ y 31 DRIVE LANE ELEVATION IN TH15 AREA AT APPROXIMATELY 35 ° { 2 11 3 I 94 TO 1 -114 21 -- ` 48 11x24" nit 3 33 1-1/2" 1 -112" _—°" � 21'`x., is u mm 11 m 32 MOUNT DUCT AND FAN TIGHT TO STRUCTURE 50 TOP 15 APPROXIMATELY 8186-0". MAINTAIN A MINIMUM OF 7' -0" AFF CLEARANCE BELOH THE DUCT, FAN AND ALL SUPPORTS. 33 BUILDING HEATING WATER PIPING FROM 5KI CLUB L G C 3 MECHANICAL ROOM TO MAIN BUILDING. 34 FLEXIBLE DUCT CONNECTION. 35 FIRE!'5MOKE DAMPER TO BE INSTALLED IN OCCUPANCY SEPARATION HALL. DAMPER ACTUATOR TO BE MOUNTED IN AN ACCESSIBLE LOCATION ON THE INSIDE OF THE ROOM. 21 36 GRILLE AND DUCT TO BE LOCATED ABOVE DOOR. 1 EXHAUST SHAFT FOR GARAGE SYSTEM. REFER TO GARAGE DRAHIN65 (BUILDING A) FOR MORE INFORMATION. 7 \ 38 EXPANSION AND AIR SEPARATION FOR THE BUILDING HEATING AND COOLING HYDRONIC SYSTEMS OF BUILDING C SKI GLUE 15 ACCOMPLISHED BY EG2UIPMENT LOCATED IN BUILDING D SKIER 21 5ERVICE5. 21 21 TOP OF HALL PENETRATION FOR TH15 GRILLE WILL BE AT ELEVATION 180' -O ". COORDINATE GRILLE LOCATION AND 51ZE WITH GO AND STRUCTURAL. PROVIDE VERTICAL DUCT DOWN AND ELBOWS FROM CEILING DUET TO LOH GRILLE LOCATION AND ROUTE VERTICAL DUCT TIGHT TO WALL. _ _ ` ti �...�•.�. n..�. �,. n r 7 p4 r y , OWNER/ DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHTTEGl OF RECORD ARCHITE Denver. Colorado STRUCTURAL ENGINEER xoNROE & xErrELL ENGINEERS, INC AVaN, COLORADO ICED ENGINEERS ABS GoxSVLTAxTS, INC DENSER, COLORADO LANDSCAPE ARCHITECT HART /xoxERTOx NEW X NEW YORK clvu, ENGINEER ALPINE ENGINEERING, INC. PAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC NAIL, COLORADO PROJECT N0: 2001- 134 -03 ISSUE ISSUE ISSUE NO_ DATE DESCRIPTIO - 4$.25.03 DD PRICING - .49.55.03 FINAL DD Ot 01,10,06 FOR CONSTRUCT 1 SCALE: 1 >, = 1'--0 " 04.03.06 1 SCALE: 1 >, = 1'--0 " iY W W Q i K l V 1 IN —LINE TRANSFER AIR FAN SUSPENDED FROM STRUCTURE WITH RIS VIBRATION 150LATION HANGERS. MG TO COORDINATE FAN LOCATION HITH OTHER EQUIPMENT IN THIS ROOM. —� 43 PRESSURIZATION GRILLE TO BE LOCATED IN THE UNRATED LID OF THE STAIR. LIFE SAFETY PRESSURIZATION FAN INTAKE DUCT TO BE ROUTED TO ARCHITECTURAL LOUVER 51ZED AT APPROX. 23 SQUARE FEET WITH APPROX. 13 SQUARE FEET OF FREE AREA. 4� PROVIDE ADD ALTERNATE PRICING TO REPLACE THE BASEBOARD HEATING ELEMENTS IN THESE TWO RE5TROOM5 WITH A HORIZONTAL FAN COIL UNIT LOCATED ABOVE THE CEILING BY THE ENTRY DOORS TO THE RE5TROOM5. THE FAN COIL TO PROVIDE 17 MBH OF HYDRON €C HEATING AND 14 MBH OF HYDRONIC COOLING AT 6OO GFM. PROVIDE ADD ALTERNATE PRIGING TO REPLACE THE CABINET HEATER IN TH15 VESTIBULE HITH A H t DRONIG HEATING FAN GOIL UNIT TO BE LOCATED ABOVE THE CEILING. THE AIR 15 TO BE DUGTED TO SUPPLY AND RETURN GRILLES IN THE VESTIBULE. PRICE THE ADD ALTERNATE SEPARATELY FOR EACH VESTIBULE. THE HEATING CAPACITY 15 TO EQUAL THE CAPACITY OF THE CABINET HEATER. PROVIDE ADD ALTERNATE PRIGING TO REPLACE THE HYDRONIG BASEBOARD ELEMENTS IN THESE RE5TROOM5 WITH HYDRONIC HEATING CEILING PANELS BY AIRTEX OR EQUIVALENT WITH THE CAPACITY TO MATCH THE CAPACITY OF THE BASEBOARD HEATERS. ALL INTAKE AND OUTLET DUCTWORK FOR THE 5HAFT5 PRESSURIZATION FAN TO BE ENCLOSED IN A RATED ENGLO5URE FROM THE EXTERIOR HA TO THE OPENINGS IN THE SHAFTS. THE RATING TO BE THE SAME AS THE SHAFT RATINGS. THE FAN TO ALSO BE ENCLOSED IN TH15 RATED ASSEMBLY. @) FULLY RECESSED ELECTRIC HALL HEATER WITH INTEGRAL THERM05TAT TO BE INSTALLED IN THE DESK OF THE VALET. MG TO COORDINATE HITH THE INTERIOR DESIGNER FOR THE UNITS INSTALLATION INTO THE GABINETRY. HEATER TO BE A MINIMUM OF 12" AFF. St? ROUTE DUCTWORK IN CHASE WALL AND COORDINATE WITH PLUMBING CONTRACTOR TO AVOID CONFLICTS WITH PLUMBING. _ IENT s° ELEVATOR RELIEF SMOKE VENTS ARE NOT REQUIRED IN THIS BUILDING PER 2003 IBC SECTION 3004.1 EXCEPTION #1 SINGE TH15 BUILDING 15 EQUIPPED HITH AN AUTOMATIC, SPRINKLER SYSTEM. (D DUCT TO BE OPEN TO THE PLENUM ABOVE THE CEILING FOR TRANSFER AIR. TRANSFER AIR THROUGH PLENUM. IN —LINE EXHAUST FAN MOUNTED ABOVE CEILING. SUSPEND FROM STRUCTURE HITH SPRING VIBRATION ISOLATION HANGERS. DUCT TO TERMINATE AT HALL LOUVER. LOUVER TO BE SPECIFIED BY THE ARCHITECT. PROVIDE ALL NECESSARY TRAN51TIONS FOR CONNECTION TO LOUVER AND SEAL LOUVER TIGHT AS LOUVER 15 MUCH BIGGER THAN DUCT. SEAL UNUSED PORTIONS OF LOUVER HATER TIGHT. REFER TO ARCHITECTURAL DRAWINGS NO HEAT OR VENTILATION TO BE PROVIDED IN TH15 ROOM. TRANSFER AIR DUCT TO BE ROUTED ABOVE THE LID OF THE RATED STAIR HELL. REMOTE THERMOSTAT FOR CONTROL OF CABINET HEATER t 1-1 LOCATED AT BOTTOM OF STAIR HELL. HYDRONIG CABINET HEATER TO BE FULLY RECE55 MOUNTED INTO WALL. HYDRONIC CABINET HEATER TO BE SURFACE MOUNTED AGAIN5T WALL. 36" X 10" EXHAUST AIR DUCT DOHN TO FLOOR BELOW AND UP TO ROOF TERMINATION WITH CHIMNEY FEATURE. SEE MIO2. 10 ROUTE PIPING DOWN IN HALL. II MAIN GARAGE EXHAUST SHAFT. 12 NO AIR GONDITIONING TO BE PROVIDED TO TH15 RE5TROOM. 13 FIRE PLACE FLUE AND COMBUSTION AIR DUCT TO BE PROVIDED AND INSTALLED BY FIRE PLACE CONTRACTOR, I" DOOR UNDERCUT BY OTHERS FOR TRANSFER AIR. COORDINATE UNDERCUT WITH G.C. 15 RETURN AIR TO PA55 THROUGH OPEN DOORWAY. l6 HORIZONTAL CONCEALED FAN GOIL UNIT HITH CHILLED WATER COOLING GOIL AND HOT HATER HEATING COIL. SUSPEND UNIT FROM 5TRUGTURE WITH SPRING 150LATION HANGERS. M.G. TO INSURE ALL MANUFAGTURER'S SERVICE, MAINTENANCE AND NEC CLEARANCES ARE PROVIDED. COORDINATE AGGE55 PANEL SIZE AND LOCATION WITH THE ARGHITECT AND LIGHTING CONTRACTOR. SEE DETAIL 2 ON M030. I? CONNECT THE TWO RETURN AIR REGISTERS INTO A COMMON PLENUM AND TRANSITION TO THE HORIZONTAL RETURN AIR DUCT. BOTTOM OF THE PLENUM AND DUCT DROPS TO THE RETURN GRILLES MUST ALLOW 5PAC FOR LIGHT LOCATED BETWEEN GRILLES. IS TRANSFER AIR DUCT LOCATED ABOVE THE CEILING OF THE ELEVATOR LOBBY AND VESTIBULE. 19 RETURN AIR TO PASS PODIUM AND FLOW TO NORTH SIDE OF ELEVATOR. 20 HYDRONIG BASEBOARD BARE ELEMENTS. THO TIER HIGH MOUNTED WITH, FAGTORY HALL BRACKET IN5€DE CUSTOM ENCLOSURE. ENCLOSURE BY OTHERS. COORDINATE MOUNTING WITH G.G. SEE DETAILS 5 AND cl ON M030. ALSO REFER TO THE ARCHITECTURAL DETAILS ON A500. / 21 RETURN AIR SLOT W1TH PLENUM BOX. PAINT INSIDE OF SLOT AND BOX BLACK. GENTER SLOT RETURN OVER THE ELEVATOR DOORS. 22 COORDINATE FAN COIL LOCATION WITH STRUCTURAL BEAM LOCATED ABOVE TH15 ROOM. 23 TH15 51DENALL REGISTER OR GRILLE: 15 TO BE INSTALLED BEHIND A CONTINUOUS HOOD GRILLE ELEMENT THAT HILL FOLLOH THE WALL. WOOD ELEMENT TO BE SPECIFIED BY THE ARCHITECT. COORDINATE RECI5TER/GRILLE INSTALLATION AND SIZES HITH ARCHITECT AND GG. 24 HEATING AND COOLING THERMOSTAT TO CONTROL THE FAN GOIL UNIT. 25 CHILLED HATER SUPPLY AND RETURN PIPING DOHN TO FLOOR BELOH. COORDINATE CONCRETE THICKNE55 OF FLOOR STRUCTURE FOR PIPE PENETRATION AS THICKNESS VARIES. REFER TO M102 FOR PIPING CONTINUATION. 26 HEATING HATER PIPING DOWN TO FLOOR BELOW. COORDINATE CONCRETE THICKNESS OF FLOOR STRUCTURE FOR PIPE PENETRATION AS THICKNESS VARIES. REFER TO M102 FOR PIPING CONTINUATION. 2T HEATING ONLY THERMOSTAT TO CONTROL THE BASEBOARD HEATER. 2& ROUTE PIPING FOR BASEBOARD HEATERS DOHN IN HALL TO FLOOR LEVEL FOR CONNECTION TO HEATERS. 2�I ROUTE PIPING FOR THE BASEBOARD HEATERS ABOVE THE CEILING AND INTO THE RE5TROOM5. IN —LINE FAN FOR LIFE SAFETY PRESSURIZATION OF THE STAIR HELL AND ELEVATOR SHAFT. FAN TO BE LOCATED ABOVE AN UNRATED LID AND BELOH THE RATED TOP OF THE STAIR HELL. PROVIDE AN ACCESS PANEL IN THE UNRATED LID FOR THE FAN. 31 ELECTRIC UNIT HEATER TO BE SUSPENDED FROM THE 5TRUGTURE. MOUNT THE HEAT 50 THE BOTTOM 15 AT 1' -0" AFF AND COORDINATE THE LOCATION HITH THE OTHER EQUIPMENT IN THE ROOM. 32 SOFFIT IN BATHROOM FOR DUCT AND GRILLES. 33 VALET CHECK IN PODIUM 5HOHN FOR REFERENCE ONLY. FLEXIBLE DUCT CONNECTION. 35 THIS BASEBOARD HEATER CUSTOM HOOD COVER TO INGLUDE A BUILT IN BENCH. SEE ARCHITECTURAL DETAILS ON A400. 36 4b" X 48" ACGE55 PANEL FOR MECHANICAL EQUIPMENT. COORDINATE 51ZE AND LOCATION HITH ARCHITECT AND GO. 24" X 24" ACCESS PANEL FOR MECHANICAL EQUIPMENT. OOORDINAI M LOCATION HITH AROHITECT AND RO BA s P .! T F IN ORD TO ♦ ► FULL HEI&HT TOILET PARTITIO PASS THRO • • T O AR ♦ FOR MORS INFORMATION. I COORDINATE HEATER INSTALLATION HITH THE ARCHITECT AND H1TH THE MILL HORK DESIGN. 41 COORDINATE EXACT LOCATION OF GRILLE HITH FINAL SOFFIT CONSTRUCTION. t t i `4 4 a� I� OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER HONROE & NEWEM ENGINEERS, INC AVON, COLORADO URP ENGINEERS ADS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART /HOWERTON NEW YORK. NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO. 2001 - 134 -03 ISSUE NO_ ISSUE DATE ISSUE DESCRIPTION — 08.25.03 DD PRICING — 09.15.03 FINAL DD 01 01.10.06 FOR CONSTRUCTION 0403.06 Rm WT REF CONM t t i j 1. REFER TO ARGHITEGTURAL PRAHINGS FOR DETAILED DIMEN51ON5 OF RE5TROOM5 FIXTURES. REFER TO PLUMBING FIXTURE L15T FOR HEIGHT OF FIXTURE ABOVE FIN15H FLOOR. 2. PIPING HILL NOT BE ALLOWED IN ELEVATOR MACHINE ROOMS, ELECTRICAL ROOMS AND EXIT PA55AGEHAY5. 3. CONTRACTOR 544ALL REFER TO ARCHITECTURAL DRAWING5 FOR ALL UL L15TED ASSEMBLIES REQUIRED AT RATED HALL PENETRATIONS. AGZUA5TAT CHECK VALVE (TYP) 3/4 r r r R THERMOMETER 3/4 5 — 140 -------- •� ----- BALL VALVE (TYP.) DOMESTIC Fill ki'll'i I�II All r SCALE: NONE REMOTE READ -OUT FOR HATER- STRAINER METER, LOCATE REMOTE READ -OUT BOX ON OUTSIDE HALL AND COORDINATE LOCATION HITH HATER DEPARTMENT. E 2 11 1 -112" VALVED -- 5Y -PA55 LOOKED IN CLOSED POSITION BY HATER DEPARTMENT M ilk 1 -1/2! HATER --'' SERVICE UP FROM BELOH FLOOR 2 "CH SERVICE TO BLDG. BALL VALVE (TYPICAL) 1 -I /2" HATER METER INSTALLED PER HATER DEPARTMENT REGULATIONS. PROVIDE FULL-51ZE VALVED BY -PASS AND CONCRETE OR METAL SUPPORT. PRESSURE GAUGE HITH SNUBBER 8 GAUGE COOK (TYP) 2 11 CONTROL VALVE. REFER TO tiTION AND MECHANICAL i. INSTALL A0UA5TAT IN TANK IEGT TO VALVE AS REQUIRED. HHR MECHANICAL DRAHIN65 4" TALL CONCRETE HOU5EKEEPING PAD �--- 2 REDUCED PRESSURE BACKFLOH _ 1-1/2"- PREVENTER TO BE LOCATED AT 36" --_ -- ABOVE FINIISHED FLOOR. HITH FULL 12 SIZE FUNNEL DRAIN TO BE ROUTED TO - I -Il2" MIN. FLOOR SINK HITH AIRGAP EQUAL TO THO TIMES DRAIN DIAMETER. MAX. -FLOOR LOCATED IN SPA BUILDING. REFER TO SPA PACKAGE SHEET P -201 NOTE: NOT ALL ITEM5 LISTEC? MAY APPEAR ON CRMING5 5yme a_ ABBREV DE5MPTION _ GH POTABLE GOLD WATER HN POTABLE HOT HATER 110° F 140 HH(140) POTABLE HOT HATER 140° F - -- HNC POTABLE HOT HATER RECIRO. 110° F SAN SANITARY 5EWER (ABOVE FLOOR/&RADE) SAN SANITARY SEHER (BELOW FLOOR/GRADE) ----------- V SANITARY (PL50) VENT D CONDENSATE DRAIN GA5 NATURAL &A5 F F FIRE PROTECTION SERVICE n A COMPRESSED AIR ---r 5T STORM 5EHER (ABOVE FLOOR./GRADE) ar ST STORM SEHER (BELOW FLOOR/GRAVE) RD ROOF DRAIN (ABOVE FLOOR/&RADE) ��--- RD ROOF DRAIN (BELOH FLOOR/CRADE) OD OVERFLOW DRAIN (ABOVE FLOOR/ORADE) -- OD OVERFLOW DRAIN (BELOH FLOOR/&RADE) ARCHITECT OF RECORD 42140 EX15T1N6 PIPING TO BE REMOVED Denver, Colorodo CAP PIPE CAP LANDSCAPE ARCHHTBCT HART/HOWMMN NEW YORK, NEW YORK FD FLOOR DRAIN [� FD FLOOR DRAIN ISSUE DESCRIPTION - POINT OF CONNECTION NEW TO EXI5TING DD PRICING A.F.F. ABOVE FINISHED FLOOR REFER TO SLIFER INTERIOR DESIGN MANUAL FOR PLUMBING FIXTURE SPECIFICATIONS. PLUMBING CONTRACTOR SHALL SUBMIT FOR REVIEN ALL ITEMS REQUIRED FOR A COMPLETE INSTALLATION WHETHER OR NOT FOUND IN THE INTERIOR DESIGN MANUAL. TH15 SHALL INCLUDE BUT NOT BE LIMITED TO INSULATION FOR ADA LAVATORIES IF A 5HROUD 15 NOT PROVIDED BY ARCHITECT, GRAB BAR5/13ENCHE5 AND OTHER ADA 5HOWER ACCESSORIES, ALL SUPPLIES AND 5TOP5 AND TRAPS FOR FIXTURES. BAGKFLOH PREVENTER 1 11 � BFP -I PRE55URE GAUGE W/ SNUBBER PRESSURE REDUGING VALVE PRV -I SET AT 20 PSI o ER STRAINER—I r — TO MECHANICAL 5NOHMELT BOILER. 24" MIN. FLOOR- -1 60 " MAX. FULL SIZE TO DRAIN HITH AIR D--W GAP FOUAL TO THO TIMES DRAIN DIAMETER SCALE: NONE Nm PLAN CODE: 55 -1 SERVICE SINK SIZE: 24 " H x 24 "W x 12"H FIAT MODEL #T55-3010 FAUCET: FIAT #830 AA STRAINER: #1433 -55 MATERIAL: TERRAZZO HOSE 4 BRACKET: #832 -AA MOP HANGER: #88G -GG PLAN CODE: H5 -1 MATER 5OFTENER MAKE: GULLICAN MODEL: HGE -300 -2 SOFTENER TANK 51ZE: 24"DIA X 72 "TALL BRINE TANK SIZE: 30 "PIA X 48 "TALL PEAK FLOH RATE: 85 GPM @ 25 P51 DROP CONTINUOUS FLOW RATE: 65 GPM @ 15 PSI DROP MIN. CAPACITY: 2,000,000 OR PER 60 LB. MAX. CAPACITY: 3,000,000 OR PER 150 LB. ELEGTRIGAL: 110V/60/1, .32 AMPS NOTE: PROVIDE HITH AUTO RESET METER PLAN CODE: THV -I WATER HEATER MIXING VALVE MAKE: LEONARP MODEL: #TM- 420 -DT CPM: 17 @ 15 P51 PRESSURE DROP INLETS: 3/4 OUTLET: I" PLAN CODE: DHX -I (5K1 CLUB) DOMESTIC, WATER HEAT EXCHANGER MAKE: BELL AND 6055ETT MODEL: BPX- 412 -40 BOILER 51DE: 25.8 GPM 200 DEG. F. INLET 160 DEG. F. OUTLET 17% GLYCOL HATER 51DE: ci.5 GPM 40 DEG. F. INLET 140 DEG. F. OUTLET PLAN CODE: ST -1 (5KI CLUB) STORAGE TANK: HES5EL5 # 365A6 GALLONS: 2q6 51ZE: 36 "DIA x 72 "TALL VERTICAL TANK PLAN CODE: 5 -1 HAND SINK (WALL -HUNG) MAKE: JUST MODEL: # A- 544 -q 12 51ZE: 16" X 15" X 6" COLOR: STAINLESS STEEL HOLE DRILLING: 2 @ 8 CENTERS FAUCET: JUST J5- 47 -TG5A SUPPLY 6 STOP: WHEEL HANDLE ANGLE VALVE, 1/2" NOM. GOMP. INLET X 318 O.D. COMP. OUTLET, POL. GHR. HITH 12" RISER ESCUTCHEONS: ONE PIECE CHROME PLATED BRASS PLAN CODE: DET -I DOMESTIC MATER EXPAN51ON TANK MAKE: AMTROL MODEL: 5T -30V GALLON5: 14.0 SIZE: 15 - 3/8" DIA.X 23 - 7/8 "H PLAN CODE: DGP -1 DOME5TIG WATER RECIRCULATING PUMP MAKE: BELL 8 GO55ET7 MODEL: SERIES 100 GPM: q.8 TDH: 5 FT RPM: 1725 ELECTRICAL: 115V, IPH HP: 1/12 INLET /OUTLET: 3/4" NPT ALL BRONZE CONSTRUCTION PLAN GODS: DGP -2 DOMESTIC WATER REGIRGULATING PUMP MAKE:: BELL 4 6 MODEL: SERIES 100 GPM: 6 1.8 TPH: 5 FT RPM: 1725 ELEGTRIGAL: 115V, IPH HP: 1/12 INLET /OUTLET: 3/4" NPT ALL BRONZE CONSTRUCTION PLAN CODE: BV -1 BALANGE VALVE MAKE: BELL � COSSETT MODEL: #GS SERIES GPM: 1.0 r � ! � • r . r rr • !! rr r PLAN CODE: FD -I FLOOR DRAIN MAKE: J05AM MODEL: #30000 -5A -50 I /2" PRIMER TAP PLAN CODE: FD -2 lM • �� r•4 !!f !•e i • !s SHOWER (EXTERIOR) SELECTED BY LAND50APE ARCHITECT PLAN CODE: AD -1 AREA DRAIN MAKE: J05AM MODEL: #32100 r w . . • 4 � ! t' P�; f L? 5- A .gy OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorodo STRUCTURAL ENGINEER xONROB & NMMU ENGHNBERS, INC AVON, COLORADO Im ExGUaErm AW CONSULTANTS. HNC DENVER, COLORADO LANDSCAPE ARCHHTBCT HART/HOWMMN NEW YORK, NEW YORK CHVHL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, MC VAIL, COLORADO PROJECT N0: 2001 - 134 -03 ISSUE N0. ISSUE DATE ISSUE DESCRIPTION - 08.25.03 DD PRICING - 09.15.03 FINAL DD 01 01.10.06 FOR CONS RUM S 04.03,06 RX DEPT RESP j FINAL CONBT. t' Q PIPING CONTINUES BELOH � LOHE5T LEVEL OF SPA STORM IE :B bi.S' RE:B /P2O2 ` BUILDING. RE: B /P2C�a - ______ RE:BIPI03 FOR CONTINUATION _ 3 5TORM -- °~ ` —SLOPE AT I/8 PER FOOT + IE :65.65' _.._. ." H < <- r , a i f , y < L < ... t < r. 1 t t , , . x a .. L -- L J _ a s O O O O O O O O a O a O 0 O O O° O O 0 0 0 0 0 0 0 0 O O O n O O O O O O __ J O C3 U n O O O n O O_ a O < n O O a SLEEVE.- -- --------- - - - - -- -__ ____ __- _____`"'�• ' __- - - - - -- - - - - -_ _ -_ °_- __ _�------------- ------- °-- -- - - -I &IbS.SI - - - - -- a„ SLEEVE. � ,... ,_ ------ , u l o - i Q 95166.74' ' "" _ _ _ RE:5/PIO3 FOR CONTINUATION _ t p 4 i G WC + 2,+ D -I 12 r -I ----�' - ° ` � �i o � t i E -I/2" I I / ,� -�' ' .. 0 . 4 O - 4 0:: p O a , t t a _ .. � t 1 _ _ _ , , 1 10 4 , n a t _ --- _ t p r IE: &1(5 (5.0' WC _ o O _ � C 14 I 1 t ---� -- - t 00 R Q o I5 1 „ ( ° /4 `t IE: bb.3_` _ - j o o ° °_...`_'_- -" ' 1 t _ p ° ° ° ° ! --° � Ot a n o ° i t --' t r 10 21 1 0 !i O __._..._..., O ° ° ° "" _ ' I n 1 1 a a O : o: :: _- _ t f -- + WOMEN 3 t c _ n _ "_ _ _- 1 _ 4 _ , t , t u_ t !' O - -, 1 1 p VANITY u_ } t + o 1 3r -- _:z- + 4 ° ° o to ' 3 VES B ,._ ----` ; _ _ Ib -`__" O a o o p REFS TO SHEE o 0 0 o l - l a O + + O Ir t + t 1 ° ° ° ° A -PI 1 FOR PIPING + - - ' -J - � ' _ -r � p HE5T OF THI5 WALL. ° ° �- ' ' n ` t t -- t � ' t '� • ��� t �a - t b „ , _ ° ° OC KER , __ b IE :bb 75 , $ 157 3/4' t _ _ o a a , �RaO� - .�- -- '" 1 4 - _ O I/S PE FOOT - -SAN -- ° fl ° ---� —{38- SAN- MEN _ VANITY a IF:bb t5, ~ o , + n - } 0017 / t ° ° " - - O ° + "' 4 DOWN FROM GEILINC 3 ( t ; n a n ° w - ~ ° ° 2" a ` TO BELOH SLAB p o 4 it _ t ' o 0 0 ° IE:b .�t5 ` } O , ' + ' 3 PIPING FROM ++ tO ' 3 _ + f B ' IF: O' _ `+ ' '- 2 " FIXTURES 5HOH 4 `, / _ ' - ° ° "- - a p o o t ' ON SHEET B/P2O t WC _- O o _ t t I _ _ ! \l - u�il Ads - - p O ° ° " ~ q t I 0020 t t t ° p O a - 3 -- ° p O t t i�2 „ -I 15 + % o O °- ° ''� _ - ` ° _ - __ - _ -__ 0 p ° _- _ B i o 3 t WC (HC 3/4” `� ' I2 �� _ "~ r:'' : �1 _ --° p O ° ° I C 2 " -i t ___ p o a _- O SHOWER _._ t _ _ O _ t ` + O ° O 10 i` JI t 1 0021 } t ', a p o a - - a i K -- p o a t J J 1 o o _ '-- ' t + p t o o ` --`"'— — . ° A I + ' t t t y ° 1 J I J t t , O f I ' O I E:6 _ t t 15 7 0 i t o - JJ \\ p { - t O p a p o ° ° '' t ' O MACH 8009 J \ \\ ° y o p a o as \\ t O a p t ; i ' ° r \`, n o © ° ° o 'I ) � �r , � \ o I ✓ I 1 1 - -- - + r 1 p NOTE HA5TE PIPE IN ST t a ` i IE:b7.06' t , GEILINC FROM SPA t 1 ABOVE. REFER TO I q ', i ° 14 EJECTOR 4 csal t + < t J. 0 I _----_--...._----"--------- -- -- -- -------- ----- ---- --'-- -- .-- ...t_1- 1- . —_,..— r 1 ------- - - - - ---------.... _ .- _ --------------- ' ----- -- _ -- - - __ .J 1 1 0 )� t 1N: T v 14. SKI CLUB 1 !4 = 1' -t)" 1 ca2� I t � F J J I (, r 1 r J J 1 f J 1 , J , I , J J j 13. I t 1 ! J / l KE NOTE I DISCHARGE 1 -1/4" CONDENSATE DRAIN INTO MOP SINK. HITH 2 -1/2" MINIMUM AIRGAP. 4" 5AN DOWN TO BELOW FLOOR. 3/4" CH DOWN IN WALL TO FULL SIZE HEADER. CONNECT TO FIXTURE5 AS REQUIRED. 1 -I /2" GW, E -I /4" HH AND 3/4" HHC DOWN FROM ABOVE. 3" V UP TO LEVEL ABOVE. RE: B/P201 I" GW DOM IN HALL TO FULL 5IZE HEADER. CONNECT TO FIXTURES AS REQUIRED. 1 -1/4" CONDENSATE DRAIN DOM FROM SPA. 3/4" CH AND 3/4" HH DOWN IN WALL. CONNECT TO FIXTURES AS REQUIRED. PROVIDE TRAP PRIMER TP -I ON HALL OF JANITOR'S CLOSET. EXTEND 1/2" GH DOWN TO BELOW FLOOR AND CONNECT TO FLOOR DRAINS. CONNECT b" FORCED MAIN FROM FOUNDATION DRAINAGE SUMP SYSTEM IN GARAGE TO 24" PIPE BELON SLAB. 10 NOT USED 3 II 2 -1/2" GW, 1 -1/4" HHG (140 0 F), 1 -1/2" HH (140 °F) DOWN FROM EVP201 I2 1 -1/4" CH DOHN IN HALL TO FULL SIZE HEADER. CONNECT TO FIXTURES AS REQUIRED. B 3/4" CH AND 3/4" HH DOM IN HALL. CONNECT TO FIXTURES AS REQUIRED. PROVIDE SHUT -OFF VALVES BEHIND AGGE55 PANEL BELOH LAVATORY COUNTER, PROVIDE TRAP PRIMER TP -1 . EXTEND 1/2" GH DOM TO BELON FLOOR AND CONNECT TO FLOOR DRAINS. 14 1/2" GW DOWN ON WALL TO 5ILLGOCK. MOUNT 51LLGOGK AT 24" A.F.F. I5 OFFSET VENT PIPE DOWN IN PLUMBING CHA5E WALL. I6 b" STORM DOWN FROM 5PA. IT 4" SAN DOWN FROM CEILING TO BELOH SLAB. PROVIDE FULL -51ZF HALL CLEANOUT AT I8" A.F.F. Ig e FORCED MAIN (STORM) UP FROM BELOH FLOOR. E� 2 " SAN DOHN FROM CEILING TO BELOH SLAB. PROVIDE FULL -51ZE HALL OLEANOUT AT WI 3 3" SAN DOHN FROM CEILING TO BELOW SLAB. PROVIDE FULL -51ZE HALL CLEANOUT AT I8" A.F.F. 21 CONNECT 5EHACE EJECTOR FORGED MAIN PIPE TO TOP OF SANITARY PIPE IN CEILINO. LEGEND RE: X/PXXX BUILDING-/ PLUMBING SHEET NUMBER EXAMPLE: RE: D /PI OI 13UILPINO 'D'-/ \-SHEET PIOI SKIER SERVICES LEVEL i LOWER LEVEL PLUMBING • i p IN 0 iJ SCALE. 1/4" = V —Q" x OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 4°2140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS. INC DENVER, COLORADO LANDSCAPE ARCHITECT BART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 200 1 - 134 -03 ISSUE N0. ISSUE [A E ISSUE nxt DESC'MPTIVI - 08.25.03 DD PRICING -- 09 ,15.03 FINAL DD 01 01.10.08 FOR CONSTRUCTION 3 04.03.08 BLDG DEPT RESP / FINAL CONST. LEVEL i LOWER LEVEL PLUMBING • i p IN 0 iJ SCALE. 1/4" = V —Q" 0 Ntu m9m u__l s KE'ruo 1 1/2" GN UP TO LEVEL ABOVE. (G/P103) CONNECT 1 -1/4" CH, 1 -114" HH AND 3/4" HHC TO DOMESTIC HATER HEAT EXCHANGER DHX -1 . REFER TO DETAIL 5HEET POO€. EXTEND 3/4" GH TO PLUMBING FIXTURE-5 ABOVE. EXTEND 3/4" HW AND 3/4" GH TO PLUMBING FIXTURE5 ABOVE. 1 -1/2" CH, I' HH, 3/4" HHG AND GA5 (LOADING DOCK) DOWN. 4" 5TORM DONN FROM ABOVE. I" GA5 UP TO FIREPLACE ABOVE. 3/4" 614 UP TO LEVEL ABOVE. 1 -1/2" GAS (5KI CLUB), 4" GA5 (2 P51) ( 5KIER 5ERVI6E5) AND 4" GAS (2 I'51 CENTRAL PLANT) DOHN FROM ABOVE. 2" VENT UP FROM BELOH. PROVIDE STUPOR "MINI VENT" AIR ADMITTANCE VALVE AT 42" ABOVE FIN€5H FLOOR. 2" KA5TE DONN FROM AWVE. CONNECT 1 - €/4" CH TO HATER SOFTENER 145 -€ . ROUTE INDIRECT DRAINS FROM HATER SOFTENER TO FLOOR DRAIN HITH AIR GAP EQUAL TO TWO TIMES DRAIN DIAMETER. SANITARY VENT DOHN TO B/P201 AND UP TO C/PIO3 D15CHARCE CONDENSATE INTO FLOOR DRAIN HITH AIR5AP EQUAL TO THO TIMES DRAIN DIAMETER. 1/2" GH DOHN ON HALL TO TRAP PRIMER TP -1 . EXTEND 1/2" CH, FROM TRAP PRIMER OUTLET TO BELOH FLOOR AND CONNECT TO FLOOR IN5TALL 51LL DRAIN IN BOTTOM OF DUCT. OUTLET PIPING FOR DRAIN CAN BE FOUND ON SHEET A/PIO1 E67E .D RE: X/PXXX BUILDING \ \-PLUMBiNG SHEET NUMBER EXAMPLE: RE: D /PIOI BUILDING "D' \ - 5HEET PIOI SKIER SERVICES �w r a S s OWNER /DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCHITECT OF RECORD 42140 ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ABS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOWERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO. 2001 - 134 -03 ISSUE NO_ ISSUE DATE ISSUE DESCRIPTION - 08.25.03 DD PRICING - 09.1543 FINN.. DD 01 01.10.06 FOR CONSTRUCTION 3 04.03.06 BLDG DEPT RESP FINAL COWL FIXTURE CONNE &C� 4E FIXTURE COLD WATER NOT WATER WASTE V PUBLIC FIXTUSS SERVICE SINK 1/2' 112' FLUSH TANK WATER CL05ET 1/2' --- LAVATORY 1/2' 1/2' URINAL 3/4' --- SHOWER 1/2' 1/2' - I 3 t t t i 1 DOWN T A/F1 i rr r 1 DOWN TO A /PIO6 1 I 1 1 FLOOR PIPING -'" �vv 1 171 OF FOUNDATION WALL BELOW GAN BE d SHEET A/PIO& m�_ E YNOTE € 3" VENT UP TO 3" VTR ABOVE. CONDENSATE DRAIN DOWN IN WALL. 015GHAR6E INTO FLOOR 5INK WITH AIRGAP EQUAL TO TWO TIMES DRAIN DIAMETER PER CODE. CONNECT I" CONDENSATE TO FCU 3/4 " CH UP FROM BELOW TO 3/4 " HEADER AND CONNECT TO FIXTURES AS REQUIRED. 314" ON AND 3/4" HW UP FROM BELOW. CONNECT TO FIXTURES AS REQUIRED. PROVIDE 5HUT -OFF VALVE5 BEHIND ACGE55 PANEL. PROVIDE TRAP PRIMER AND EXTEND 1/2" GH FROM TRAP PRIMER 0I5CHARGE TO BELOW FLOOR AND CONNECT TO FLOOR DRAIN. b CONNECT 1/2" FILTERED CW TO ICE MAKER. ROUTE (2) 3/4" INDIRECT DRAINS TO FLOOR TROUC -sH AND DISCHARGE WITH 1 -112" AIR GAP. I" CONDENSATE DOWN TO LEVEL BELOW. 8 GA5 UP FROM BELOW. REFER TO SHEET G /P30I FOR GAS ISOMETRIC, 51ZINC7 AND PRESSURE INFORMATION. 3/4" HW AND 1 -1/4" CH UP FROM BELOW (B /P201). CONNECT TO FIXTURES. CONNECT 1/2" GW TO TRAP PRIMER TP -I LOCATED BELOW LAVATORY COUNTER. EXTEND 112" GW FROM TRAP PRIMER OUTLET TO BELOW FLOOR AND CONNECT TO FLOOR DRAINS. 10 STORM PIPE DOWN FROM GUTTER AND DOWNSPOUT. PIPE SHALL BE INSTALLED IN HEATED SPACE (INSIDE FURRING IF DESIRED BY ARCHITECT). 11 CONNECT 1/2" GW AND 1/2" HW TO WORK TABLE. PROVIDE 1 -112" INDIRECT DRAIN. 015GHARCE INTO FLOOR 51NK WITH 3" MINIMUM AIRGAP. 12 ROUGH -IN AND CONNECT 1/2" ON, 112" HH, 2" HA51 AND 2" VENT TO D N %14 16A5 " GW ;LUIP ROM BELOW TO S€LLGOGK. MOUNT AT 18" ABOVE GRADE (2 SKIER ON UP FROM BELOW. OFFSET AT 12 " ABOVE GRADE. ENTER BUILDING AND EXTEND DOWN TO MID LEVEL. PROVIDE SHUT -OFF VALVE ON RISER. REFER TO BUILDING 'D' PLUMBING PACKAGE FOR SIZING INFORMATION. 15 1 -1 12" GAS (SKI CLUB) UP FROM BELOW. OFFSET AT 12" ABOVE GRADE. ENTER BUILDING AND EXTEND DOWN TO MID LEVEL. PROVIDE SHUT -OFF VALVE ON RISER. Ib PROVIDE HO5E -END SHUT -OFF DRAIN VALVES WITH ACCESS PANEL TO ALLOW FOR WINTERTIME DRAIN DOWN OF SHOWERS. 17 ROUGH -IN AND CONNECT 1/2" CH, 1/2" HH TO THREE COMPARTMENT SINK. ROUTE INDIRECT DRAINS FULL51ZE TO FLOOR SINK WITH AIR GAP EQUAL TO TWO TIMES DRAIN DIAMETER. IS OFFSET VENT PIPE DOWN IN PLUMBING CHASE WALL. Iq PROVIDE 1/2" GW TO SODA 5Y5TEM. PROVIDE IN -LINE BAGKFLOW PREVENTER WATTS # C113D PRIOR TO GONNECTINC7 TO CARBONATED BEVERAGE SYSTEM. 3/4" GW AND 3/4" HH UP FROM BELOW. CONNECT TO FIXTURES AS NOTED. 21 CONNECT 1/2" CH AND I" INDIRECT WASTE TO E5PRE550 MACHINE. 1?15CHAR6E HASTE INTO FLOOR SINK HITH 2" AIROAP. 0 CONNECT 1/2" CH TO DOUBLE AIR POT BREWER. 0 1/2" GH AND 3/4" H W UP FROM BELOW. CONNECT TO FIXTURES AS NOTED. 0 CONNECT 4" HASTE AND 2" VENT TO FLOOR TROUGH. 0 CONNECT 1/2" OW, TO WATER FILTER. 0 CONNECT 1/2" HW TO UNDERGOUNTER DISHWASHER. CONNECT 3/4" DRAIN TO 015HHA5HER AND ROUTE TO FLOOR 5INK. DISCHARGE INTO FLOOR SINK WITH 1 -1/2" MINIMUM AIRCAP. REFER TO DETAIL 4/P002 2" VENT UP FROM BELOW FLOOR. 4" SAN DOWN TO BELOH FLOOR. CONNECT 1 12" INDIRECT WASTE TO EQUIPMENT. 015GHAR.6E INTO FLOOR 5INK WITH I" AIRCAP. CONNECT 1/2" OK 112" HW AND 1 - 1/2" INDIRECT HASTE TO BAR SINK. 0I5CHARGE WASTE INTO FLOOR 5INK WITH 3" A€RGAAP. 31 CONNECT 1/2" CH, 112" HA AND 1 - 112" INDIRECT WASTE TO BLENDER STATION. 015CHARGE WASTE INTO FLOOR 5INK HITH 3" AIRGAP. 1/2" GW UP FROM BELOW. CONNECT TO TOILET. 15 3/4" GW UP FROM BELOW. PROVIDE 3/4" SHOCK ABSORBER ON SUPPLY. 4" OAS (CENTRAL PLANT/LOADINC DOCK - 2 P51) UP FROM BELOW. OFFSET AT 12" ABOVE GRADE. ENTER BUILDING AND EXTEND DOWN TO M10 LEVEL. PROVIDE SHUT -OFF VALVE ON RISER. 112 " GH DOWN IN HALL. CONNECT TO 51LLGOGK. MOUNT SILLCOGK AT 15" A.F.G. 5 0 t� 1 K I TGHEN GENERAL NOTE I. REFER TO ARCHITECTURAL AND KITCHEN CONSULTANTS PRAHIN65 FOR EXACT LOCATION OF EQUIPMENT PRIOR TO START OF CONSTRUCTION. 2. VERIFY AND COORDINATE EXACT 51ZE, LOCATION AND ELEVATION OF KITCHEN PLUMBING ROUGH -1N5 WITH KITCHEN EQUIPMENT CONTRACTOR PRIOR TO CONSTRUGTION. 3. PROVIDE AGGE551BLE SHUT -OFF VALVES FOR ALL KITCHEN EQUIPMENT REQUIRING WATER 5ERVIGE. 4. PLUMBING CONTRACTOR SHALL PROVIDE ALL INDIRECT WA5TE PIPING AND MAKE FINAL CONNECTIONS TO SINKS, KITCHEN EQUIPMENT, ETC. VERIFY SIZE5 AND LOCATIONS WITH KITCHEN EQUIPMENT CONTRAGTOR'5 SHOP DRANIN65. ALL FLOOR DRAINS SHALL BE FLUSH WITH FLOOR AND SHALL BE LOCATED IN ACCESSIBLE LOCATION, BUT UNDER THE EQUIPMENT SERVED. ANY DRAINS LOCATED OUT AWAY FROM EQUIPMENT SHALL BE RELOCATED AT THE 6ONTRAGTOR'5 EXPENSE. III � ■ RE:X/PXXX BUILDING \-PLUMBIN& SHEET NUMBER EXAMPLE: RE:D/P101 BUILDING 'D'__' \-5HEET PIOI SKIER SERVICES w LEVEL 8 I ss 'i G PLUMBING PLAY i SCALE: 1/4 is = 1 $_0f1 r �d a, OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO ARCffiTECT OF RECORD 4214} ARCHITECTURE Denver, Colorado STRUCTURAL ENGINEER MONROE & NEWELL ENGINEERS, INC AVON, COLORADO MEP ENGINEERS ADS CONSULTANTS, INC DENVER, COLORADO LANDSCAPE ARCHITECT HART/HOMERTON NEW YORK, NEW YORK CIVIL ENGINEER ALPINE ENGINEERING, INC. VAIL, COLORADO LAND SURVEYOR PEAK LAND CONSULTANT, INC VAIL, COLORADO PROJECT NO: 2001 - 134 -01 ISSUE NO- ISSUE DAT ISSUE D E SCR € P T !ON - 08.25.03 DD PRICING - 09.15.03 FINAL DO 01 01.10.06 FOR CONSTRUCTION 3 04.03.06 BLDG DEPT RESP / FIN& CONST. w LEVEL 8 I ss 'i G PLUMBING PLAY i SCALE: 1/4 is = 1 $_0f1