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HomeMy WebLinkAboutWest Day Subdivision Lot 3 Building 5 (6) ® 2004 42140 ARCHITECTURE, INC. 6 7 Ik 4.02 ki � 0 , A 2 � %I&� r � COUNTERTOP / / STONE FIREPLACE 2i��� / SURROUND / / — 6" TO MATCH 6" ]RAW CIMMM elan / I EXTERIOR; BY Ps:MA21111.8 00 ARCHITECT gay MJMMI A 4 1 WD 1 loption 2 -I r I r FLOORING 3'`0" 3'-6" REFER TO ARCHITECT'S DRAWINGS STN 1 R FER TO ARCHITECT'S DRAWINGS I itROWAVE I e w I A I J G BR8 C A, B [� D3.03 D3.01 D3.01 Q D °Pn°" 2 ENLARGED PLAN @ FIREPLACE NLARGED PLAN @ FIREPLACE e OPTION 2 3 s ir X BR8 GALE: 1/2-=1--0- A & B UNIT - LOWER LEVEL FAMILY ROOM BR8 CALE: 1 2 =1 -0 A & B UNIT- UPPER LEVEL LIVING ROOM (j] OW D2.01 D2.01 w LU 1 6 H 11 V LU 2,20 4.03 LU 3,4 TRASH W 4 r� [x PLU 11 z PLU 14 V ISHASHER I REFRIGERATO F e w O _ G ID3.01 PLU 13 0 H 12 /T\f—NLAR G E D PLAN OPT. 2 D NLARGED PLAN E NOT USED OWNFR/DFVFLOPER BR8 /SCALE: 1 2 W=iy-ow I UNIT 8A - MAIN LEVEL KITCHEN BR8 )SCALE: 1 2 =1 -0 NIT A - MAIN LEVEL POWDER ROOM BR8 f VAIL RESORTS D2.01 D 2.01 D2.01 DEVELOPMENT COMPANY AVON,COLORADO ARCHITECT OF RECORD ■ J Denver,Colorado MAS[ER Pf.tSNNMK & DfiSIGN ARCHTTEd T HART I HOWERTON NFW YORK,NEW YORK STRUCTURAL ENGINEER MONROE&NEWEI.I.ENGINEERS,INC AVON,COLDRADO KNOTTY ALDER MF.CIIWCAT.0_EC`RICALENGINFFR AN c wpo WOOD BENCH v onD & CUBBIES CIVIL P-NGINFF.R ALPINE ENGLNEERING,INC. VAD.,COLDRADO — TN 7 PROJECT NUMBER_- 20400.00 IL AL –1 L FLOORING ISSUE REVISION DATE ® A.S.I.BR08-01 0824.05 e A 7 4" DEEP KNOTTY ID3.07 � ALDER SPICE A 6 SHELVING A BR8 E WOOD FLOORING G D3.03 CONTINUED FROM F KITCHEN TN 1 14 COUNTERTOP EDGE ADJUSTABLE SHELF SUPPORTS CT 6 — CT 6a 91 1 a F NENLARGED PLAN G NLARGED PLAN BR8 CALE: 1/2"=V-0" 1 UNIT A - MAIN LEVEL UTILITY ROOM BR8 CALE: 1/2-=l'-Ow UNIT 8A -- MAIN LEVEL PANTRY D2.01 D2.01 ENLARGED FLOOR PLANS NOIL UNIT 8 REFER TO OPTION 1 SPECIFICATIONS & DIMENSIONS UNLESS OTHERWISE NOTED IN UPGRADE OPTIONS. BR81D2201 ® 2004 42140 ARCHITECTURE, INC. er *it -- �C-100 B�ABD��OIAADO 816 P�:07'i0.9�.AZ00 FAL•I➢mzdLml Oil V'] _ w V � Z o Baal] ri I w � o w A V w W > T7\ELEVATION OPTION 2 B LEVATION OPTION 2 C LEVATION OPTION 2 V z C 8 CALE: 1 2 =1 -0 KITCHEN - UNIT A BR8 CALE: 1 2 =1 -O KITCHEN - UNIT A L3.83/ CALE: 1 2 =1 -0 KITCHEN - UNIT A 3 3.03 OWNER/DEVELOPER ST 2a SHELF SUPPORT; SHELF SUPPORT r1 VAIL RESORTS / / PROVIDE BLOCKING o AS NECESSARY DEVELOPMENT FIXED KNOTTY ALDER ° COMPANY / / SHELVES T AVON,COLORADO r I ARCHIYEC'I'OF RECORD a ao I r - ° r Denver,Colorado 1'-8" 1'-8" V-11" 2'-0" 1'-3" MAS1TsR&PLAI�NER DESIGN ARCHPI"E(.T \ / / \ / HART I HOWF:RTON NEW YORK,MEW YORK 9MUCTUIRAL ENGINEER MONROE&NEWELL ENGINEERS,INC AVON,COLORADO /7-\,ELEVATION - OPTION 2 /',-\PANTRY ELEVATION /',-'\PANTRY ELEVATION EN �CGINEFR BR8 CALE: 1/2"=V-0 KITCHEN - UNIT A BR8 CALE: 1 2 =1 -0 MAIN LEVEL BR8 CALE: 1 2 =1 -0 MAIN LEVEL 3.03 3.03 3.03 CIVIL E:NGINEE:R ALPINE ENGINEERING,INC. 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DRAWING TITLE DATE No. `' 90 L-1 Layout and Materials-Buildings 1 -4 05.16.05 16 E. RANpgL Cover 05.16.05 16 S3.2 Foundation&Framing Details 05.16.05 16 A141 Building 4-Garage Level Plan 05.16.05 16 J0HN801V L-2 Layout and Materials-Buildings 5-8 05.16.05 16 S3.3 Foundation&Framing G001 index of Drawings 05.16.05 16 Details 05.16.05 16 .0142 Building 4-Plaza Level Plan 05.16.05 16 j I 0002 Index of Drawings 05.16.05 16 L-3.1 Construction Details 05.16.05 16 A143 Building 4-Upper Level Plan 05.16.05 16 G003 Index of Drawl 05.16.05 16 L .2 Construction Details 05.16.06 16 54.11 Building 1 -Details 05.16.05 16 A144 Build' 4-Roof Plan 05.16.05 16 L-3.3 Construction Details 05.16.05 16 S4.12 Building 1 -Details 05.16.05 16 A145 Building 4-Garage Level Reflected Ceiling Plan 05.16.05 16 G005 General Information 05.16.05 16 L-4 Planting Plan-Buildings 1 -4 D5.16.05 16 A146 Building 4-Plaza Level Reflected Ceiling Plan 05.16.05 16 L-5 Planting Plan-Buildings 5.8 05.16.05 16 S4.21 Building 2-Details 05.16.05 16 A147 Building 4-Upper Level Reflected Ceiling Plan 05.16.05 16 (f AS001 Architectural Site Plan-Garage Level 05.16.05 16 L-6 Planting Details 05.16.05 16 54,22 Building 2-Details 05.16.05 16 W L-7 Irrigation Plan-Buildings 1 -4 05.16.05 16 U AS002 Aru�iitectural Site Plan-Plaza Level 05.16.05 16 .0151 Building 5-Garage Cannel Plan 05.16.05 16 L-8 Irrigation Plan-Buildings 5-8 05.16.05 16 S4.31 Building AS003 Architectural Site Plan-Roof Level D5.16.05 16 n9 3-Details 05.16.05 16 .0152 Building 5-Plaza Level Plan 05.16.06 16 � H L-9 Irrigation Details 05.16.05 16 54.32 Building 3-Details 05.16.05 16 A153 Building 5-Upper Level Plan 05.16.05 16 0 8001 Code Analysis&Building Summary 05.16.05 16 1 1 A154 Building 5-Roof Plan 05.16.05 16 WA a FM Code Analysis&Building Summary 05.16.05 16 S4.41 Building 4-Details 05.16.05 16 A155 Building 5-Garage Level Reflected Ceiling Plan 05.16.05 16 j 8003 Concealed Spaces Design&Construction Tools 05.16.05 16 STRUCTURAL 54.42 Building 4-Details 05.16.05 16 A156 Building 5-Plaza Level Reflected Ceiling Plan 05.16.05 16 ! ~ Q p A157 Build' 5-Upper Level Reflected Ceiling Plan 05.16.05 16 Building ppe mJ R101 Code Reference Plan-Garage Level-Buildings 1 thru 4 05.16.05 16 ISSUE S4.51 Building 5-Details 05.16.05 16 DWG. DRAWING TITLE DATE No. R102 Code Reference Plan-Garage Level-Buildings 5 thru 8 05.16.05 16 S4.52 Building 5-Details 05.16.05 16 A161 Building 6-Garage Level Plan 05.16.05 16 C R103 Code Reference Plan-Plaza Level-Buildings 1 thru 4 05.16.05 16 S1.0 Marriott Parlang Alteration 07.15.04 01 A162 Building 6-Plaza Level Plan 05.16.05 16 x U R104 Code Reference Plan-Plaza Level-Buildings 5 thru 8 05.16.05 16 S4.61 Building 6-Details 05.16.05 16 A163 Building 6-Upper Level Plan 05.16.05 16 I w Q R1O5 Code Reference Plan-Upper Level-Buildings 1 thru 4 05.16.05 16 S1.0 Tunnel-General Notes and Foundation Details 05.16.05 16 54.62 Building 6-Details 05.16.05 16 A164 Building 6-Roof Plan 05.16.05 16 w W R106 Code Reference Plan-Upper Level-Buildings 5 On 8 05.16.05 16 A165 Building 6-Garage Level Rested Ceiling Plan 05.16.05 16 j �►/ x R107 Code Refemree Plan-Roof Level-Buildings 1 thru 4 05.16.05 16 S1.01 Building 1 -General Notes and Foundation Details 05.16.05 16 S4.71 Building 7-Details 05.16.05 16 A166 Building 6-Plana Level Reflected Ceiling Plan 05.16.05 16 11108 Code Reference Plan-Roof Level-Buildings 5 thru 8 05.16.05 16 S1.02 Building 2-General Notes and Foundation Details 05.16.05 16 S4.72 Building 7-Details 05.16.05 16 A167 Building 6-Upper Level Reflected Ceiling Plan 05.16.05 16 I Z S1.03 Building 3-General Notes and Foundation Details 05.16.05 16 w 0 R111 Site Grid Reference Plan-Buildings 1 thru 4 05.16.05 16 S1.04 Building 4-General Notes and Foundation Details 05.16.05 16 S4.81 Building 8-Details 05.16.05 16 A171 Building 7-Garage Level Plan 05.16.05 16 ! Pi I R112 Site Grid Reference Plan-Buildings 5 thru 8 05.16.05 16 S1.05 Building 5-General Notes and Foundation Details 05.16.05 16 S4.82 Building 8-Details 05.16.05 16 A172 Building 7-Plaza Level Plan 05.16.05 16 S1.06 Building 6-General Notes and Foundation Details 05.16.05 16 A173 Building 7-Upper Level Plan 05.16.05 16 S1.07 Building 7-General Notes and Foundation Details 05.16.05 16 A174 Building 7-Roof Plan 05.16,05 16 j S1.08 Building 8-General Notes and Foundation Details 05.16.05 16 A175 Building 7-Garage Level Reflected Ceiling Plan 05.16.05 16 C III IL A176 Building 7-Plaza Level Reflected Ceiling Plan 05.16.05 16 S1.10 Building 1 -Garage Level Foundation and Framing Plan 05.16.05 16 A177 Building 7-Upper Level Reflected Ceiling Plan 05.16.05 16 ISSUE S1.11 Building 1 -Main Level Framing Plan 05.16.05 16 ! °W' R/DEVE MA DWG. DRAWING TITLE DATE No. S1.12 Building 1 -Upper Level Framing Plan 05.16.05 16 A181 Building 8-Garage Level Plan 05.16.05 16 VAIL RESORTS i S1.13 Building 1 -Roof Framing Plan 05.16.05 16 A182 Build' 8-Plana Level Plan 05.16.05 16 SDO1 Survey-Existing Conditions Map 01.03.05 5816.0 10A111 DEVELOPMENT A183 Building 8-Upper level Plan 05.16.05 16 COMPANY S1.20 Building 2-Garage Level Foundation and Framing Plan 05.16.05 16 A184 Building 8-Roof Plan 05.16.05 16 I AVON,COLORADO C000 Cover Sheet 05.16.05 16 ; 0001 EAsting Conditions 05.16.05 16 S1.21 Building 2-Main Level Framing Plan 05.16.05 16 A185 Building 8-Garage Level Reflected Ceiling Plan 05.16.05 16 j OF RECORD 0002 Overall Grading Plan 051605 16 S1.22 Building 2-Upper Level Framing Plan 05.16.05 16 ARCHITECTURAL A186 Building 8-Plaza Level Reflected Ceiling Plan 05.16.05 16 i lei C003 Grading and Drainage Plan-Buildings 1 -4 05.16.05 16 51.23 Building 2-Roof Framing Plan 05.16.05 16 A187 Building 8-Upper Level Reflected Ceiling Plan 05.16.05 16 ■ C004 Grading and Drainage Plan-Buildings 5-8 05.16.05 16 ISSUE ARCM:�cTURe S1.30 Building 3-Garage Level Foundation and Framing Plan 05.16.05 16 A201 Tunnel Elevations 05.16.05 16 Dwww,Coos Tunnel Grading&Drainage Plan&Profile-Buildings 1 -4 o5.1s.05 1s DWG. DRAWING TITLE DATE No. C006 Tunnel Grading&Drainage Plan&Profile-Buildings 5-8 05,16.05 16 51.31 Building 3-Main Level Framing Plan 05.16.05 16 A202 Tunnel Elevations 05.16.05 16 A001 Tunnel Plan-Grids 1-10 05.16.05 16 MASTER p`�'A ` j CQ07A Storm Sewer Profiles S1.32 Building 3-Upper Levd Framing Plan 05.16.05 16 A203 Tunnel Elevations 05.16.05 16 05.16.05 16 DEWGN ARCIEn .T S1.33 Building 3-Roof Framing Plan 05.16.05 16 A002 Tunnel flan-Grids 10-19 05.16.05 16 A204 Tunnel Elevations 05.16.05 16 C007B Storm Sewer Profiles 05.16.05 16 HART HOWERTON C007C Storm Sewer Profiles 05.16.05 16 .0003 Tunnel Plan-Grids 19.26 05.16.05 16 j NSW YORK,NSW YORK C007D Storm Sewer Manhole Details 05.16.05 16 S1.40 Building 4-Garage Level Foundation and Framing Plan 05.16.05 16 .0004 Tunnel Plan-Grids 266 05.16.05 16 A211 Building 1 -North Elevation 05.16.05 16 C008 Pedestrian Path Profile-Buildings 1 -4 05,16,05 16 51.41 Building 4-Main Level Framing Plan 05.16.05 16 A005 Tunnel Reflected Ceiling Plan-Grids 140 05.16.05 16 A212 Building 1 -South Elevation 05.16.05 16 MONROE&N` G US, INC S1.42 Building 4-Upper Level Framing Plan 05.16.05 16 �6 Tunnel Reflected d Ceiling Plan-Grids 10-19 05.16.05 16 A24 Building 1 -East Elevvation 05.16.05 16 0009 Pedestrian Path Profile-Buildings 5-8 05.16.05 16 A007 Tunnel Reflected Ceiling Plan-Grids 19-26 05.16.05 16 " ``M g�G M^nqc n9 A214 Build' 1 -West Elevation 05.16.05 16 AVON.COLORADO C010 Grading and Drainage Details 05.16.05 16 51.43 Building 4-Roof Framing Plan 05.16.05 16 �J A008 Tunnel Reflected Ceiling Plan-Grids 26-36 05.16.05 16 C011 Grading and Drainaige Details 05.16.05 16 � C%DrG i C011A Scupper Hole Details 05.16.05 16 51.50 Building 5-Garage Level Foundation and Framing Plan 05.16.05 16 A221 Building 2-North Elevation 05.16.05 16 ' VAR COLORADO C012 Water and Sewer Plan 05.16.05 16 S1.51 Building 5-Main Level Framing Plan 05.16.05 16 AO11 Tunnel-Enlarged Floor Plans 05.16.05 16 A222 Building 2-South Elevation 05.16.05 16 i 0013 Shalbw U61ity Plan 05.16.05 16 S1.52 Building 5-Upper Level Framing Plan 05.16.05 16 A223 Building 2-East Elevation 05.16.05 16 PROJECT NUMBER: 20900.00 .0101 Buildings 1 thru 4-Enlarged Plaza Plan 05.16.05 16 A224 Building CA14 Water and Server Profiles 05.16.05 16 S1.53 Building 5-Roof Framing Plan 05.16.05 16 2-West Elevation 05.16.05 16 C015 Water&Sewer Details 05.16.05 16 .0102 Buildings 5 thru 8-Enlarged Plaza Plan 05.16.05 16 MUE REVISION DATE C016 Shallow Utility Details 05.16.05 16 S1.60 Building 6-Garage Level Foundation and Framing Plan 05.16.05 16 A231 Building 3-North Elevation 05.16.05 16 04 CONST DOC A111 Building 1 -Garage Level Plan 05.16.05 16 .0232 Building C017 Overall Sub-Drain Plan 05.16.05 16 51.61 Building 6-Main Level Framing Plan 05.16.05 16 ng 3-South Elevation 05.16.05 16 I FOR PERMIT 07.23.04 A112 Building 1 -Plaza Level Plan 05.16.05 16 .0233 Building 3- S1.62 Building 6-Upper Level Framing Plan 05.16.05 16 ng East Elevation 05.16.05 16 C018 Sub-Drain Plans-Buildings 1 -3 05.16.05 16 g ! 1 05/06 CONST DOC 08.13.04 A113 Building 1 -U Level Plan 05.16.05 16 i C019 Sub-Drain Plans-Buildings 4-6 05.16.05 16 S1.63 Building 6-Roof Framing Plan 05.16.05 16 I .0234 Building 3-West Elevation 06.16.06 16 Al 14 Building 1 -Roof Plan 05.16.05 16 07 BLDG.2/CONST. 09.0204 CO20 Sub-Drain Plans-Buildings 6-8 05.16.05 16 Al 15 Building 1 -Gars Level Reflected Ceiling Plan 05.16.05 16 ! 5A TUNNEL REV. 09.10.04 CO21 Roof Drain Plan-Buldings 1 -3 05.16.05 16 S1.70 Building 7-Garage Level Foundation and Framing Plan 05.16.05 16 A241 Building 4-North Elevation 05.16.05 16 Al 16 Building 1 -Plaza Level Reflected Ceiling Plan 05.16.05 16 .0242 Building 4- 0O22 Roof Drain Plan-Buildings 4-6 05.16.05 16 S1.71 Building 7-Main Level Framing Plan 05.16.05 16 ng South Elevation 05.16.05 16 08 BLDG.3/CONST. 09.24.04 A117 Building 1 -Upper Level Reflected Ceiling Plan 05.16.05 16 .0243 Building 4-East Elevation 05.16.05 16 CO23 Roof Drain Plan-Buildings 6-8 05.16.05 16 S1.72 Building 7-Upper Level Framing Plan 05.16.05 16 n9 1 09 BLDG.4/CONST. 10.11.04 S1.73 Building 7-Roof Framing Plan 05.16.05 16 .0244 Building 4-West Elevation 05.16.05 16 I j CO24 Erosion&Sediment Control Plan 05.16.05 16 A121 Building 2-Garage Level Plan 05,16,05 16 I 10 BLDG.5/CONST. 10.25.04 i j .0122 Bc111dlrlg 2-Plaza Level Plan 05.16.05 16 5B FINAL CONST 01.03.05 MR1 Marriott Drive&Utility Cover 01.12.04 Q1 S1.80 Building 8-Garage Level Foundation and Framing Plan 05.16.05 16 A251 Building 5-North Elevation 05.16.05 16 A123 Building 2-Upper Level Plan 05.16.05 1fi .0252 Buildi 5-South Elevation 05.16.05 16 6A/7A/8A/9A/l0A/11 MR2 Drive&U61iiy Plans&Profiles 01.12.04 Q1 S1.81 Building 8-Main Level Framing Plan 05.16.05 16 n9 S1.82 Building 8-Upper Level Framing Plan 05.16.05 16 A124 Building 2-Roof Plan 05.16.05 16 A253 Building 5-Fast Elevation 05.16.05 16 FINAL CONST 01.03.05 MR3 Drive&Utility Details 07.12.04 01 A125 Building 2-Garage Level Reflected Ceiling Plan 05.16.05 16 S1.83 Building$-Roof Framing Plan 05.15.05 16 .0254 Building 5-West Elevation 05.16.05 16 12 ADDENDUM 1 01.12.05 A126 Building 2-Plaza Level Reflected Ceiling Plan 05.16.05 16 j MX001 Mass Excavation Cover Sheet 07.12.04 01 .0121 Building 2-Upper Level Reflected Ceiling Plan 05.16.05 16 .0261 Building 6-North Elevation 05.96.05 16 13 ADDENDUM 2 01.19.05 j j MX002 Mass Excavation Feting Conditions 07.12.04 01 S2.10 Tunnel Foundation Plan-Buildings 1 &2 05.16.05 16 ng MX003 Mass Excavation Plan&Profiles 07.12.04 01 52.11 Tunnel framing Plan-Buildings 1 &2 05.16.05 16 A262 Building 6-South Elevation 051605 16 ! 14 ADDENDUM 3 01.2s.o5 A131 Building 3-Garage Level Plan 05.16.05 16 A263 Building 6-East Elevation 05.16.05 16 I 15 ADDENDUM 4 04.29.05 MX004 Mass Excavation Plan&Profiles 07.12.04 01 .0132 Building 3-Plaza Level Plan 05.16.05 16 MX004A Mass Excavation Plan&Profiles 07.12.04 01 S2.20 Tunnel Foundation Plan-Buildings 3&4 05.16.05 16 A264 Building 6-West Elevation 05.16.05 16 16 ADDENDUM 5 05.16.05 S2.21 Tunnel Framing Plan-Buildings 3&4 05.16.05 16 A133 Building 3-Upper Level Plan 05.16.05 16 MX005 Mass Excavation Details 07.12.04 01 A134 Building -Roof .16. MXOOfi Mass Excavation Detail 01.12.04 01 � Rf Plan 0505 16 .0271 Building 7-North Elevation 05.16.05 16 52.30 Tunnel Foundation Plan-Buildings 5&6 05.16.05 16 A135 Building 3-Garage Levin Reflected Ceiling Plan 05.16.05 16 A272 Building 7-South Elevation 05.16.05 16 INDEX S2.31 Tunnel Framing Plan-Buildings 5&6 05.16.05 16 A136 Building 3-Plaza Level Reflected Ceiling Plan 05.16.05 16 A273 Building 7-East Elevation 05.16.05 16 0 F A137 Building 3-Upper Level Reflected Ceiling Plan 05.16.05 16 A274 Building 7-West Elevation 05.16.05 16 DRAWINGS S2.40 Tunnel Foundation Plan-Buildings 7&8 05.16.05 16 S2.41 Tunnel Framing Plan-Buildings 7&8 05.16.05 16 A281 Building 8-North Elevation 05.16.05 16 .0282 Building 8-South Elevation 05.16.05 16 I j S3.0 Foundation&Framing Details 05.16.05 16 A283 Building 8-East Elevation 05.16.05 16 S3.1 Foundation&Framing Details 05.16.05 16 A284 Building 8-West Elevation 05.16.05 16 G00u; f 2004 42140 ARCHITECTURE, INC. ARCHITECTURAL .T CON � ) ARCHITECTURAL (CON'T.) MECHANICAL (CON'T.) PLUMBING (CON'T.) � r ; ISSUE ISSUE ISSUE ISSUE DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. A301 Tunnel Section 05.16.05 16 A511 Residences-Waterproofing Details 05.16.05 16 M15A Building 5-Crawl Space Mechanical Plan 45.16.05 16 P1.8A Building 8-Crawl Space Plumbing Plan 05.16.05 16 E- RANDAL JOHNSON A302 Tunnel Section 05.16.05 16 A512 Residences-Waterproofing Details 05.16.05 16 M1.5B Building 5-Garage Level Mechanical Plan 05.16.05 16 P1.8B Building 8-Garage Level Plumbing Plan 05.16.05 16 20 A303 Tunnel Secfion 05.16.05 16 M1.5C Building 5-Plaza Level Mechanical Plan 05.16.05 16 P1.8C Building 8-Plaza Level Plumbing Plan 05.16.05 16 i A304 Tunnel Section 05.16.05 16 A521 Residences-Enlarged Floor Plans 05.16.05 16 M1.51) Building 5-Upper Level Mechanical Plan 05.16.05 16 P1.8D Building 8-Upper Level Plumbing Plan 05.16.05 16 A305 Tunnel Section 05.16.05 16 A522 Residences-Enlarged Floor Plans 05.16.05 16 _ A306 Tunnel Section,Interior Elevations 05.16.05 16 M1.6A Building 6-Crawl Space Mechanical Plan 05.16.05 16 P2.1 Tunnel-Plumbing Details 05.16.05 16 A531 Residences-Details 05.16.05 16 M1.6B Building 6-Garage Level Mechanical Plan 05.16.05 16 P2.2 Plumbing Isometrics 05.16.05 16 I A311 Building 1 -Section 05.16.05 16 A532 Residences-Details 05.16.05 16 M1.6C Building 6-Plaza Level Nbd*hical Plan 05.16.05 16 P2.3 Residences-Plumbing Details 05.16.05 16 W A312 Building 1 -Section 05.16.05 16 A533 Residences-Details 05.16.05 16 M1.6D Building 6-Upper Level Mechanical Plan 05.16.05 16 A313 Building 1 -Section 05.16.05 16 A534 Residences-Details 05.16.05 16 P3.2A Tunnel Plumbing Plan#1 05.16.05 16 I Z O [ A314 Building 1 -Section 05.16.05 16 A535 Residences-Details 05.16.05 16 M1.7A Building 7-Crawl Space Mechanical Plan 05.16.05 16 P3.2B Tunnel Plumbing Plan#2 05.16.05 16 W A315 Building 1 -Section 05.16.05 16 A536 Residences-Details 05.16.05 16 M1.7B Building 7-Garage Level Mechanical Plan 05.16.05 16 P3.2C Tunnel Plumbing Plan#3 05.16.05 16 .0537 Residences-Details 05.16.05 16 M1.lC Building 7-Plana Level Mechanical Plan 05.16.05 16 P32D Tunnel Plumbing Plan#4 05.16.05 16 � A321 Building 2-Section 05.16.05 16 M1.71) Building 7-Upper Level Mechanical Plan 05.16.05 16 I H Q O A322 Building 2-Section 05.16.05 16 A551 Tunnel&Residences-Fim topping Details 05.16.05 16 j ev A323 Building 2-Section 05.16.05 16 A552 Tunnel&Residences-Firestopping Details 05.16.05 16 M1.8A Building 8-Crawl Space Mechanical Plan 05.16.05 16 O A324 Building 2-Section 05.16.05 16 A553 Tunnel&Residences-Firestopping Details 05.16.05 16 M1.86 Building 8-Garage Level Mechanical Plan 05.16.05 16 O A325 Building 2-Section 05.16.05 16 M1.8C Building 8-Plaza Level Mechanical Plan 05.16.05 16 A601 Tunnel-Wall Types 05.16.05 16 M1.80 Building 8-Upper Level Mechanics!Plan 05.16.05 16 1 W Q A331 Building 3-Section 05.16.05 16 A611 Residences-Wall Types 05.16.05 16 t W > A332 Building 3-Section 05.16.05 16 M2.1 Mechanical Details 05.16.05 16 A333 Building 3-Section 05.16.05 16 A701 Tunnel-Door and Frame Schedule 05.16.05 16 M2.2 Mechanical Details 05.16.05 16 A334 Building 3-Section 05.16.05 16 A702 Tunnel-Door Elevations&Details 05.16.05 16 M2.3 Residences-Medranical Devils 05.16.05 16 Z j A335 Building 3-Section 05.16.05 16 M2.31 Residences-Mechanical Details,Alternate#14 (Deleted) 01.12.05 12 A336 Building 3-Section 05.16.05 16 A711 Residences-Door Schedule 05.16.05 16 M2.4 Residences-Piping Schematics 05.16.05 16 �✓ 0.4 A712 Residences-Door Details 05.16.05 16 M2.41 Residences-Piping Sdwr atics,Alter ELECTRICAL nale#14 (Deleted) 01.12.05 12 O A341 Building 4-Section 05.16.05 16 M2.5 Snomnelt Details 05.16.05 16 ISSUE A342 Building 4-Section 05.16.05 16 A721 Tunnel-Room Finish Schedule 05.16.05 16 M2.6 Alternate No.8-Supplemental Heat (Deleted) 01.03.05 6A-14Al11 DWG. DRAWING TITLE DATE No. A343 Building 4-Section 05.16.05 16 E0.1 A344 Building 4-Section 05.16.05 16 A741 Tunnel-Louver Elevations&Details 05.16.05 16 M3.1 Site Mechanical Plan 05.16.05 16 Electrical Legend&Schedules-Tunnel 05.16.05 16 -- -� A345 Building 4-Section 05.16.05 16 M3.2A Tunnel Mechanical Plan#1 05.16.05 16 E0.2 Electrical Singleline&Panelboards-Tunnel 05.16.05 16 A751 Residences-Unit A Window Elevations 05.16.05 16 M3.2B Tunnel Detail Mechanical Plan#2 05.16.05 16 A351 Building 5-Section 05.16.05 16 A752 Residences-Unit B Window Elevations 05.16.05 16 M3.2C Tunnel Detail Mechanical Plan#3 05.16.05 16 EGA Building 1 -Electrical Legend&Schedules 05.16.05 16 ! VAIL RESORTS E0.2 Building 1 -Electrical Singleline&Panebaards 05.16.05 16 A352 Building 5-Section 05.16.05 16 A753 Residences-Window Details 05.16.05 16 M3.2D Tunnel Detail Mechanical Plan#4 05.16.05 16 j .0353 Building 5-Section 05.16.05 16 E1.1 Bulking 1 -Electrical Power Plans 05.16.05 16 � DEVELOPMENT ; E1.2 Building 1 -Electrical Lighting Plans 05.16.05 16 COMPANY A354 Building 5-Section 05.16.05 16 A801 Tunnel-Stair No. 1 -Plans&Sections 05.16.05 16 AVON,COLORADO A355 Building 5-Section 05.16.05 16 A802 Tunnel-Stair No.2-Plans&Sections 05.16.05 16 E0 ARCUTrWr OF RECORD A356 Building 5-Section 05.16.05 16 .12 Building 2-Electrical Legend&Schedules 05.16.D5 16 E0.22 Building 2-Elecrical Singleline&Pandboards 05.16.05 16 lei A811 Residences-Stair Plans&Sections 05.16.05 16 i A361 Building 6-Section 05.16.05 16 A812 Residences-Stair Plans&Sections 05.16.05 16 E1.12 Building 2-Electrical Power Plans 05.16.05 16 V i E1.22 Building 2-Electrical Lighting Plans 05.16.05 16 AR�l A362 Building 6-Section 05.16.05 16 coo i A363 Building s-Section 05.16.05 16 .0901 Dumbwaiter-Plans,Sections,Elevations&Details 05.16.05 16 PLUMBING E0.13 Building 3-Electrical Legend&Schedules 05.16.05 16 � A364 Building 6-Section 05.16.05 16 E0.23 Building 3-Electrical Singleline&Schedules 05.16.05 16 i DESIGNARCIMECr A365 Building 6-Section 05.16.05 16 A905 Fireplace-Plans, Elevations,Sections&Details 05.16.05 16 ISSUE HART HOWERTON AM Building s-Section 05.16.05 16 DWG. DRAWING TITLE DATE No. E1.13 Building 3-Electrical Power Plans 05.16.05 16 NEWYOMNEWYOM I E1.23 Building 3-Electrical Lighting Plans 05.16.05 16 I j A371 Building T-Section 05.16.05 16 P1.1 A Buikirg 1 -Crawl Space Plumbing Plan 05.16.05 16 0E d ENS WC . . P1.1 B Building 1 -Garage Level Plumbi Plan 05.16 1 E0.14 Build' 4-Electrical &Schedules 05.16.05 16 AVON,COWRMO .0372 Building T-Section 05.16.05 16 �9 � n9 .05 6 rig Legend P1.1 C Building 1 -Plaza Level Plumbing Plan 05.16.05 16 E0.24 Building 4-Electrical Singleline&Schedules 05.16.05 16 , � I A373 Building l-Sec:tion 05.16.05 16 AVON, Mffa AO A374 Building 7-Section 05.16.05 16 P1.1 D Building 1 -Upper Level Plumbing Plan 05.16.05 16 E1.14 Building 4-Electrical Power Plans 05.16.05 16 MECHANICAL E1.24 Building 4-Electrical Lighting Plans 05.16.05 16 ALPHMEEN61NEMNG,ING A375 Building 7-Section 05.16.05 16 VAU-COLMAW , P1.2A Building 2-Crawl Space Plumbing Plan 05.16.05 16 ISSUE P1.2B Building 2-Garage Level Plumbing Plan 05.16.05 16 E0.15 Building 5-Electrical Legend&Schedules 05.16.05 16 ' A381 Building 8-Section 05.16.05 16 DWG. DRAWING TITLE DATE No. PROJECr NUMBER: 20900.00 P1.2C Building 2-Plaza Level Plumbing Plan 05.16.05 16 E0.25 Building 5-Electrical Singleline&Schedules 05.16.05 16 A382 Building 8-Section 05.16.05 16 j A383 Building 8-Section 05.16.05 16 M0.1 Mechanical Notes&Legends 05.16.05 16 P1.21) Building 2-Upper Level Plumbing Plan 05.16.05 16 E1.15 Building 5-Electrical Power Plans 05.16.05 16 MUR REVISION DATE .0384 Building 8-Section 05.16.05 16 MO-2 Mechanical Schedule-Tunnel 05.16.05 16 E125 Building 5-Electrical Lighting Plans 05.16.05 16 i 04 CONST DOC .0385 Buildi 8-Section 05.16.05 16 M0.3 Mechanical Schedule-Residences 05.16.05 16 P1.3A Building 3-Crawl Space Plumbing Plan 05.16.05 16 M0.31 Mechanical Schedule-Adtemale#14 (Deleted) 01.12.05 12 P1.3B Building 3-Garage Level Plumbing Plan 05.16.05 16 E0.16 Building 6-Electrical Legend&Schedules 05.16.05 16 FOR PERhnT 07.23.04 .0386 Building 8-Section 05.1 fi.05 16 P1.3C Building 3-Plaza Level Plumbing Plan 05.16.05 16 E0.26 Building 6-Electrical Singleline&Schedules 05.16.05 16 05/06 CONST DOC 08.13.04 .0401 Tunnel-Wall Sections 05.16.05 16 M1.1A Building 1 -Crawl Space Mechanical Plan 05.16.05 16 P1.30 Building 3-Upper Lewd Plumbing Plan 05.16.05 16 E1.16 Bukft 6-Electrical Pawner Plans 05.16.05 16 07 BLDG.2 1CONSr. 09.00.04 A402 Tunnel-Wall Sections 05.16.05 16 M1.113 Building 1 -Garage Level Mechanical Plan 05.16.05 16 E1.26 Building 6-Electrical Lighting Plans 05.16.05 16N 09.10.04 M1.1C Building 1 -Plaza Level Mechanical Plan 05.16.05 16 P1.4A Building 4-Crawl Space Plumbing Plan 05.16.05 16 i I 08 BLDG.3/CONST. 09.24.04 .0411 Residences-Wall Sections 05.16.05 16 M1.1 D Building 1 -Upper Level Mechanical Plan 05.16.05 16 P1.4B Building 4-Garage Level Plumbing Plan 05.16.05 16 E0.17 Building 7-Electrical Legend&Schedules 05.16.05 16 j 09 P1.4C Building 4-Plaza Level Plumbing Plan 05.16.05 16 E0.27 Building 7-Electrical Singleline&Schedules 05.16.05 16 BLDG.4/CONST. 10.11.04 A412 Residences-Wall Sections 05.16.05 16 to BLDG.5/CONST. ]025.04 A413 Residences-Wall Sections 05.16.05 16 MIA 1A Building 1 -Crawl Space Mechanical Plan- Altemate#14 (Deleted) 01.19.05 13 P1.4D Building 4-Upper Level Plumbing Plan 05.16.05 16 E1.17 Building 7-Electrical Power Plans 05.16.05 16 .0414 Residences-Wall Sections 05.16.05 16 M1-11B Building 1 -Garage Level Mechanical Plan- Alternate#14 (Deleted) 01.19.05 13 E1.27 Building 7-Electrical Lighting Plans 05.16.05 16 5B FWAL CONST 01.03.05 MIA 1C Building 1 -Plaza Level Mechanical Plan- Alternate#14 (Deleted) 01.19.05 13 P1.5A Building 5-Crawl Space Plumbing Plan 05.16.05 16 6A/7A/sA/9A/l0A/1] A415 Residences-Wall Sections 05.16.05 16 M1.11D Building 1 -Upper Level Mechanical Plan- Alternate#14 (Deleted) 01.19.05 13 P1.5B Building 5-Garage Level Plumbing Plan 05.15.05 16 E0.18 Building 8-Electrical Legend&Schedules 05.16.05 16 .0416 Residences-Wall Sections 05.16.05 16 FINAL coNST 01.03.05 -Wall Sections 05.16.05 16 .0417 Residences P1.5C Building 5-Plaza Level Plumbing Plan 05.16.05 16 E0.28 Building 8-Electrical Singleline&Schedules 05.16.05 16.0418 Residences-Wall Sections 05.16.05 16 M1.2A Building 2-Crawl Space Mechanical Plan 05.16.05 16 P1.5D Building 5-Upper Level Plumbing Plan 05.16.05 16 E1.18 Building 8-Electrical Power Plans 05.16.05 16 12 ADDENDUM 1 01.12.05 M1.26 Building 2-Garage Level Mechanical Plan 05.16.05 16 E1.28 Building 8-Electrical Lighting Plans 05.16.05 16 13 ADDENDUM 2 01.19.05 M1.2C Building 2-Plaza Level Mechanical Plan 05.16.05 16 P1.6A Building 6-Crawl Space Plumbing Plan 05.16.05 16 j 14 ADDENDUM 3 01.28.05 AM Tunnel-Enlarged Details 05.16.05 16 I .0501 Tunnel-Enlarged Details 05.16.05 16 M1.21) Building 2-Upper Level Mechanical Plan 05.16.05 16 P1-613 Building 6-Garage Level Plumbing Plan 05.16.05 16 ES1.1 Electrical Site Plan-Units 1 &2 05.16.05 16 15 ADDENDUM 4 04.29.05 P1.6C Building 6-Plaza level Plumbing Flan 05.16.05 16 ES1.2 Electrical Site Plan-Units 3&4 05.16.05 16 A502 Tunnel-Enlarged Details 05.16.05 16 16 ADDENDUM 5 05.16.05 .0503 Tunnel-Enlarged Details 05.16.05 16 M1.3A Building 3-Crawl Space Mechanical Plan 05.16.05 16 P1.6D Building 6-Upper Level Plumbing Plan 05.16.05 16 ES1.3 Electrical Site Plan-Units 5&6 05.16.05 16 i .0504 Tunnel-Enlarged Details 05.16.05 16 M1.3B Building 3-Garage Level Mechanical Plan 05.16.05 16 ES1.4 Electrical Site Plan-Units 7&8 05.16.05 16 M1.3C Building 3-Plaza Level Mechanical Plan 05.16.05 16 P1.7A Building 7-Crawl Space Plumbing Plan 05.16.05 16 ES1.5 Ekt ical Site Plan-Landscape 05.16.05 16 i INDEX D E X i i .0505 Typical Waterproofing Details 05.16.05 16 M1.3D Building 3-Upper Level Mechanical Plan 05.16.05 16 131.713 Building 7-Garage Level Plumbing Plan 05.16.05 16 OF i P1.7C Building 7-Plaza Level Plumbing Plan 05.16.05 16 .0506 Tunnel-Waterprna6ng Details 05.16.05 16 M1.4A Building 4-Crawl Space Mechanical Plan 05.16.05 16 P1.7D Building 7-Upper Level Plumbing Plan 05.16.05 16 D RAW I N G S A507 Tunnel-Waterproollihg Details 05.16.05 16 M1.4B Building 4-Garage Level Mechanical Plan 05.16.05 16 A508 Tunnel-Waterproofing Details 05.16.05 16 .0509 Tunnel-Waterproofing Details 05.16.05 16 M1.4C Building 4-Plaza Level Mechanical Plan � 05.16.05 16 A510 Tunnel-Waterproofing Details 05.16.05 16 M1.4D Building 4-Upper Level Mechanical Plan 05.16.05 16 1] L___ G002. © 2004 42140 ARCHI'T'ECTURE, INC. ' FiRE ALARMlPROTECTiON ISSUE FARE ALARMIPROTECTION iNTERIORS _ ISSUE ISSUE DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. E- RANDAL FA000 Tunnel-Fire Alarm Cower Sheet 05.16.05 16 FA160 Building 6-Fire Alarm Cover Sheet 05.16.05 16 ID1.01 Lower Level Unit A&B Floor Finish Plan 05.16.05 16 JOHNSON rid n. FA001 Tunnel-Hire Alarm Grid 1 through 10 05.16.05 16 FA161 Building 6-Fine Alarm Garage Level 05.16.05 16 ID1.02 Main Level Unit AN Floor Finish Plan 05.16.05 16 FA002 Tunnel-Fire Alarm Grid 10 thm gh 19 05.16.05 16 FA162 Building 6-Fire Alarm Plaza Level 05.16.05 16 ID1.03 Upper Level Unit A&B Floor Finish Plan 05.16.05 16 FA003 Tunnel-Fn Alarm Grid 19 through 26 05.16.05 16 FA163 Building 6-Fire Alarm Upper Level 05.16.05 16 FA004 Tunnel-Fine Ah m Grid 26 Through 36 0516.05 16 FA164 Building 6-Fire Alarm Crawl Space 05.16.05 16 ID2.01 Unit A Enlarged Plans 05.16.05 16 FAC05 Tunnel-Fire Alarm one Line Diagram 05.16.05 16 FAI65 Building 6-Fire Alarm One Line Diagram 05.16.05 16 1132.02 Unit A Master Bath Enlarged Plans 05.16.05 16 1D2.03 Unit A Secondary Bath Enlarged Plans 05.16.05 16 (,n FP000 Tunnel-Fire Promotion Cover Sleet 05.16.05 16 FP160 Bung 6-Fire Protection Cover Sheet 05.16.05 % 1102.04 Unit B Master&Secondary Bath Enlarged Plans 05.16.05 16 FP001 Tunnel-Fire Protection Grid 1 through 10 05.16.05 16 FP161 Building 6-Fke Protection Garage Level 05.16.05 16 I U FP002 Tunnel-Fire Protection Grid 10 tlxnugh 19 05.16.05 16 FP162 Building 6-Fire Protection Plaza Level 05.16.05 16 103.01 Unit A Elevations 05.16.05 16 Z , FP003 Tunnel-Fire Pro on Grid 19 through 26 05.16.05 16 FP163 Building 6-Fine Protection Upper Level 05.16.05 16 1D3.02 Unit A Kkhen Elevations 05.16.05 16 O w 0 FP004 Tunnel-Fire Protection Grid 26 through 36 05.16.05 16 FP164 Building 6-Fire Protection Crawl Space 05.16.05 16 ID3.03 Unit A When Elevations 05.16.05 16 PP165 Budding 6-Fire Protection Attic Space 05.16.05 16 ID3.04 Unit A Master Bath Elevations 05.16.05 16 0 � j FA110 Building 1 -Fire Alarm Cover Sheet 05.16.05 16 ID3.05 Unit A Master Bath Elevations 05.16.05 16 FA111 Building 1 -Fire Alarm Garage Level 05.16.05 16 FA170 Bidding 7-Fire Alarm Cover Sheet 05.16.05 16 ID3.06 Unit A Secondary Bath Elevations 05.16.05 16 w H FA112 Building 1-Fire Alarm Plaza Level 05.16.05 16 FA171 Building 7-Fire Alarm Garage Level 05.405 16 ID3.07 Unit A Secondary Bath&Laundry Elevations 05.16.05 16 }" FA113 Building i -Fire Alarm Upper Level 05.16.05 16 FA172 Building 7-Fire Alm Plaza Level 05.16.05 16 ID3.08 Unit B Secondary Bath Elevations 05.16.05 16 G i FA114 Building 1 -Fie Alarm Crawl Space 05.16.05 16 FA173 Budding 7-Fire Alarm Upper Level 05.16.05 16 ID3.09 Unit B Secondary Bath Elevations 05.16.05 16 l V FA115 Bung 1 -Fire Alarm One Line Diagram 05.16.05 16 FA174 Building 7-Fhe Alarm Crawl Space 05.16.05 16 I , FA175 Building 7-Fire Alarm One Lone Diagram 05.16.05 16 ID4.01 Details 05.16.05 16 (1 w cc FP110 Building 1 -Fire Protection Cover Sheet 05.16.05 16 ID4.02 Details 05.16.05 16 I > 1 -Fire Protection L 05. 05 16 FP17O 7-Fine Protection Cover Sheet 05.16.05 16 ID4.03 Details 05.16.05 16 U FP111 Building i Garage Level 16. Buldmg FP112 Building 1 -Fire Protection Plaza Level 05.16.05 16 FP171 Budding 7-Fire Protection Garage Level 05.16.05 16 ID4.04 Details 05.16.05 16 Z FP113 Bung 1 -Fire Protection Upper Level 05.16.05 16 FP172 Building 7-Fire Protection Plaza Level 05.16.05 16 a i-•i FP114 Building 1 -Fire Protection Crawl Space 05.16.05 16 FP173 Building 7-Fire Protedian Upper Level 05.16.05 16 a FP115 Bung 1 -Fire Protectiori Attic Space 05.16.05 16 FP174 Building 7-Fire Protection Crawl Space 05.16,05 16 T FP175 Building 7-Fire Protection Attic Space 05.16.05 16 UPGRADES k FA120 Building 2-Fire Alarm Cow Sheet 05.16.05 16 FA121 Building 2-Fire Alarm Garage Level 05.16.05 16 FA180 Building 8-Fire Alarm Cover Sheet 05.16.05 16 ISSUE FA122 Building 2-Fire Alarm Plaza Level 05.16.05 16 FA181 Bong 8-Fire Alarm Garage Level 05.16,05 16 DWG, DRAWING TITLE DATE No. FA123 Building 2-Fire Alarm Upper Level 05.16.05 16 FA182 Building 8-Fire Alarm Plaza Level 05.105 16 U001 Mechanical and Electrical Upgrade Schedules 05.16.05 16 FA124 Bul dog 2-Fire Alarm Crawl Space 05.16.05 16 FA183 Building 8-Fire Alarm Upper Level 05.16.05 16 FA125 Building 2-Fire Alarm One line Diagram 05.16.05 16 FA184 Building 8-Fine Alarm Crawl Space 05.16.05 16 U101 Upgrade-Air Coridtlorirg anti Hurildifrca#ion System 05.16.05 16 1 VAIL RESORTS FA185 Building 8-Fire Alarm One Line Diagram 05.16.05 16 0102 Upgrade-Air Comdiit'ioming and Humid'rllication System 05.16.05 16 DEVELOPMENT FP120 Building 2-Fire Protection Cover Sheet 05.16.05 16 COMPANY FP121 Building 2-Fire Promotion Garage Level 05.16.05 16 FP180 Building 8-Fire Protection Cover Sheet 05.16.05 16 L1201 Upgrade-Family Room Bar,4 Bedroom Residence 05.16.05 16 I AVON,COLORADO FP122 Building 2-Fire Protection Plaza Level 05.16.05 16 FP181 Building 8-Fire Protection Garage Level 05.16.05 16 U202 Upgrade-Family Room Bar,4 Bedroom Residence 05.16.05 16 ARCHMCrOFASCOM FP123 Building 2-Fire Protection Upper Level 05.16.05 16 FP182 Buddt 8-Flue PmWm Plaza Level 05.16.05 16 FP124 Budding 2-Fire Protection Crawl Space 05.16.05 16 FP183 Budding 8-Fire Protection Upper Level 05.16.05 16 U301 Upgrade-Family Room Bar,5 Bedroom Residence 05.15.05 16 F FP125 Building 2-Fire Protection Attic Space 05.16.05 16 FP184 Building 8-Fire Protection Crawl Space 05.16.05 16 0302 Upgrade-Family Room Bar,5 Bedroom Residence 05.16.05 16 op JARClUTfCR11tE FP185 Building 8-Fire Protection Attic Space 05.16.05 16 0303 Upgrade-Family Room Bar,5 Bedroom Residence 05.16.05 16 .CNOIRCIo FA130 Building 3-Fire Alarm Cover Sheet 05.16.05 16 U"Tn PL&MIi FA131 Building 3-Fire Alarm Garage Level 05.16.05 16 U401 Upgrade-Horne Theatre,5 Bedroom Residence 05.16.05 16 DFMGN A�RCHrrWT FA132 Building 3-Fire Alarm Plaza Level 05.16.05 16 U402 Upgrade-Home Theatre,5 Bedroom Residenoe 05.16.05 16 HART HOWERTON N.xoatc NEW rR FA133 Built g 3-Fire arm Upper Level 05.16.05 6 U403 Upgrade-Home Theatre,5 Bedroom Residence 05.16.05 16 k FA134 Building 3-Fire Alarm Crawl Space 05.16.05 16 U404 Upgrade-Home Theatre,5 Bedroom Residence 05.16.05 16 sTRUCIZ.aIIeI.MGMMA FA135 Building 3-Fro Alarm One Line Diagram 05.16.05 16 M0NR0H do NEWELL ENGWMM%INC AV0N,C010RAD0 U501 Upgrade-Hot Tub Spa 05.16.05 16 nAECHMICALELE.(.MCALENGINM FP130 Building 3-Fr+e Protedionr Cover Sheet 05.16.05 16 U502 Upgrade-Hot Tub Spa 05.16.05 16 Ammo��u mo FP131 Burg 3-Fine Protection Garage level 05.16.05 16 + CIVI EMINMR FP132 Building 3-Fire Prohmft Plaza Level 05.16.05 16 0601 Upgrade-Kitchen Range 05.16.05 16 AIFnV AMT,CnWRADG.avc. FP133 Budd' 3-Fire Protection Upper Level Q5.16.05 16 ����o I U602 Upgrade-lCdchen Range 05.16.05 16 FP134 Building 3-Fire Protection Crawl Space 05.16.05 16 PROJECT NUMBER 2090000 FP135 Building 3-Fire PmWon Attic Space 05,16.05 16 U701 Upgrade-Ice and Snowmen System 05.16.05 16 U702 Upgrade-Ice and Snowrmelt System 05.16.05 16 ; ISSUE REVISION DATE FA140 Building 4-Fire Alarm Cover Sheet 05.16.05 16 06 CONSr Doc FA141 Buil ft 4-Ere Alarm Garage Level 05.16.05 16 U801 Upgrade-Master Bath Tub 05.16.05 16 FOR PERMrr 08.13.04 FA142 Building 4-Fire Alarm Plaza Level 05.16.05 16 U802 Upgrade-Master Bath Tub 05.16.05 16 m BLDG.2/CONST, 09.02.04 FA143 Building 4-Fire Alarm Upper Level 05.16.05 16 FA144 Bolding 4-Fire Alarm Crawl Space 05.16.05 16 5A TUNNEL REV. 09.10.04 FA145 Building 4-Fire Alarm One Line Diagram 05.16.05 16 �1 Upgrade-Baseboard Heating Q5.16.� tfi 08 BLDG.3/CONS'1'. 09.24.04 09 BLDG.4/CONST. 10.11.04 I l FP140 Building 4-Fire Protection Cower Sheet 05.16.05 16 10 BLDG.5/CONST. 10.25.04 FP141 Building 4-Fire Proh than Garage Level 05.16.05 16 FP142 Building 4-Fire Protection Plaza Level 05.16.05 16 5B �3AL CONST 01.03.05 i FP143 Building 4-Firs Protection Upper Level 05.16.05 16 6A/7A/8A/9A/10A/11 FP144 Building 4-Fire Protection Crawl Space 05.16.05 16 FINAL cONST 01.03.05 I FP145 Burling 4-Fire Protection Attic Space 05.16.05 16 12 ADDENDUM 1 01.12.05 l 13 ADDENDUM 2 01.19.05 i FA150 Building 5-Fire Alarm Cover Sheet 05.16.05 16 14 ADDENDUM 3 01.28.05 FA151 Building 5-Fine Alarm Garage Level 05.16:05 16 - FA152 Building 5-Fire Alarm Plaza Level 05.16.05 16 15 ADDENDUM 4 04.29.05 ' FA153 Building 5-Fire Alarm Upper Level 05.16.05 16 16 ADDENDUM 5 05.16.05 FA154 Building 5-Fire Alarm Crawl Space 05.16.05 16 FA155 Burtirhg 5-Fire Alarm One Line Diagram 05.16.05 16 INDEX FP150 Bing 5-Ere Protection Cover Sheet 05.16.05 16 OF FP151 Building 5-Fine Protection Garage Level 05.16.05 16 SHEETS FP152 Building 5-Fire Protection Plaza Level 05.16.05 16 FP153 Building 5-Fire Protection Upper Level 05.16.05 16 FP154 Bu'Idirg 5-Fire Protection Crawl Space 05.16.05 16 FP155 Building 5-Ere Protection Attic Space 05.16.05 16 G003 _j 1 1- © 2004 42140 ARCHITECTURE, INC. ABBREVIATIONS MATERIALS LEGEND PROJECT DIRECTORY IN Cot ARCHITECTURAL EXPOSED STEEL O� A.C.T. MTL ACOUSTICAL CEILING TILOWNER TRU N J TERIORS - METAL M.R. - MOISTURE RESISTANCE Vail Resorts Development Company Monroe & Newell Engineers Slifer Designs, Inc. AES -- � 137 Benchmark Road 70 Benchmark Rd., Suite 204 216 Main Street �C-100 E. RANDAL A.F.F. -- ABOVE FINISH FLOOR MWP - METAL WALL PANEL EARTH CERAMIC TILE ROUGH WD. BLOCKING P.O. Box 959 P.O. Box 1597 Edwards, CO 81632 JOHNSON Avon, CO 81620-0959 Avon, CO 81620 ALT - ALTERNATE N.A. - NOT APPLICABLE a . 4 CONCRETE (Section) GWB SHIM/BLOCKING +` ALUM - ALUMINUM N.I.C. NOT IN CONTRACT ��✓ \,� BLDG. - BUILDING N.T.S. NOT TO SCALE := CONC. PAVING (Plan) PLASTER W/MTL LATH PLYWD. �Smale Scale) . RECORD IN ER ACOUSTICS C� CJ - CONSTRUCTION JOINT O.C. -- ON CENTER 42 40 Architecture E Engineers, Inc. -- Sonics, ESD CL CENTERLINE O.D. - OUTSIDE DIAMETER r Inc.. `' MARBLE ACOUST. TILE PLYWD. (Large Scale) 48 E. Beaver Creek Blvd. 130 1/2 Dunecrest Avenue CLG. - CEILING 1621 18th Street Suite 307, P.O. Box 5740 Montery, CA 93940 O.F.C.I. - OWNER FURNISHED, CONTRACTOR INSTALLED Suite 200 Avon, CO 81620 CLR. - CONCRETE MASONRY UNIT O.F.0.1 - OWNER FURNISHED, OWNER INSTALLED GRANITE GLASS BATE INSULATION Denver, Colorado 80202--1267 (� C.M.U. - CLEAR OPP. _ OPPOSITE HAND-- CENTER OF OF C.O. • CRUSHED ROCK STEEL/MISC. METAL RIGID INSULATION C.O.F. ---- PC -- PRECAST CONCRETE U CENTER OF FLUE C NCEPTUAL DESIGN ARQHITLCT E E I R WATERPROOFING P•YW - PLASTIC LAMINATE CONCRETE BLOCK ALUMINIUM ° ' :a=" =� GROUT/MORTAR Hart Howerton, Wiss, Janney. Elstner Associates, COL. - COLUMN Ltd. M--1W Engineers. Inc. Y CONC. - CONCRETE PLYWD - PLYWOOD PN - PROJECT NORTH � BRICK I , I 216 Main Street X0200 48 E. Beaver Creek Blvd. Inc. C.O.W. - CENTER OF WALL P.T. - PRESSURE TREATED CK FINISH WD. TRIM CARPET Edwards, CO 81632 Avon, 0 , 8 620ox 5740 10881 W. Asbury Avenue � 04 Suite 110 CT. -- CERAMIC TILE PTD - PAINTED STONE Lakewood, CO 80227 A CPT. -- CARPET R -- RADIUS N 444 O D.D. - DESIGN DEVELOPMENT RCP -- REFLECTED CEILING PLAN ClyL ENGINEIrg ND AP _ ODE CONSULTING � DIA. DIAMETER RB -- RUBBER BASE C DWG. DRAWING Alpine Engineering, Inc. Dennis Anderson Associates, Inc. Rolf Jensen & Associates, Inc. Cl� � RE. - REFER TO P.O. Box 97 P.O. Box 1387 1324 15th Street *O (E) -- EXISTING REQ'D - REQUIRED Edwards, CO 81632-0097 Edwards, CO 81632-1387 Denver, CO 80202 0 EL. - ELEVATION R.O. - ROUGH OPENING „ U FD - FLOOR DRAIN R.O.W. - RIGHT OF WAY Q - FEC -- FIRE EXTINGUISHER CABINETS SC - SOLID CORE GRAPHIC SYMBOLS W F.H. - FINISH HEIGHT SHT SHEET FIN. --- FINISH SIM. - SIMILAR F.F. -- FINISH FLOOR SIP - STRUCTURAL INSULATED PANEL U a) F.F.L. -- FINISH FLOOR ELEVATION SS - STAINLESS STEEL GARAGE SECTION DIRECTION--�� F.R.T. - FIRE RETARDANT TREATED STD. -- STANDARD T41 ROOM IDENTIFICATION ENLARGED/DETAIL SECTION �„� � DRAWING NUMBER- 1 /A000 I-A FRP - I=16ER REINFORCED PLASTIC STE. - STEEL ROOM NUMBER SHEET NUMBER �. F.O. -- FACE OF STRUC. - STRUCTURE (STRUCTURAL) FRP - FIBER REINFORCED PLASTIC T.O. - TOP OF SHEET A401 - sHEEr` A4a3` — MATCHLINE VICINITY MAP (� FEC - FIRE EXTINGUISHER CABINETS T.O.B. - TOP OF BEAM . F.F. - FINISHED FLOOR T.O.D. TOP OF DECK DOOR IDENTIFICATION FVC - FIRE VALVE CABINET T.O.R.D. - TOP OF ROOF DECK - - DOOR NUMBER GALV. -- GALVANIZED T.O.F.D. - TOP OF FLOOR DECK 1 GWB. - GYPSUM WALL BOARD T.O.F.F. - TOP OF FINISH FLOOR '1 G.C. - GENERAL CONTRACTOR ELEV. REF DATUM POINT 4 wM GFRC - GLASS FIBER REINFORCED CONCRETE T.O.C. - TOP OF CONCRETE I �]. awNBn�n T.O.P. - TOP OF PARAPET WINDOW/LOWER TYPE -�-rA GYP BD - GYPSUM WALL BOARD T.O.R. -- TOP OF RAIL �--/ WINDOW/LOUVER IDENTIFICATION �` VAM RESORTS HDWR. - HARDWARE TOS --� TOP OF STEEL 12 ,,, y �rd, Q' DEVELOPMENT H.M. HOLLOW METAL TYP. - TYPICAL R�nsloN Nu1uR H.P. HIGH POINT 1 REVISION NOTE REFERENCE �� COMPANY U.N. -- UNIT NORTH 7 ROOF SLOPE N AVON,COLORADO HT. HEIGHT LANDSCAPE LANDS. -- U.O.N. - UNLESS OTHERWISE NOTED Q. AnCSrr=Ors VCT - VINYL COMPOSITION TILE FLOOR LEVEL-------.,.L.P. -- LOW POINT V.I.F. -- VERIFY IN FIELD _�FIRST L�1IEL MACH. - MACHINED W/ .._ WITH YEL�100'-00� FINISH FLOOR ELEVATION � GRID LINE �id9e �,00p eadG��• FAF � Itj M.D.F. - MEDIUM DENSITY FIBERBOARD - ELEVATION HEIGHT---� �„10 S WD. WOOD �O'n MFR. - MANUFACTURER W/0 _ WITHOUT SLOPE DIRECTION � � C,��S' .CaWrWo hea MIN - MINIMUM WWF - WELDED WIRE FABRIC �, • 4r�, � MIR -- MIRROR (OPPOSITE HAND) FINISH CEILING ICJ cN Aerarrscr TRANSVERSE ~ GVYB.CLG. RANSV , EL=+g BUILDING T HART I HOWERTON CEILING HEIGHT REFERENCE GRID NUMBER A GRID r Y" s'� �'~ CLEAR HEIGHT r ` "� _ I"YORY,t W W= * w. GENERAL NOTES . ,..._�'"` sravc�vxnLENGRQBSR BUILDING AVON,COLORADO THE CONTRACTOR SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS AND SHALL " 1 . r � =•: GRID �______ LETTER LONGITUDINAL GRID ''` Forest Rd- ' -R 1NC AT ONCE REPORT TO THE ARCHITECT ANY DISCREPANCIES, INCONSISTENCIES OR BUILDING SECTION REFERENCE fix'. AVON•COLORADO OMISSIONS DISCOVERED. SHE-ET NUMBM --�- A301 z�w. 1:7 M"'M ALL WORK AND MATERIALS ARE TO COMPLY IN EVERY RESPECT WITH THE LATEST �""''� ..� WALL TYPE REFERENCE REQUIREMENT OF ALL APPLICABLE LOCAL CODES, LAWS, ORDINANCES, STATUES, WALL LOCATION A c REGULATIONS AND THE DIRECTION OF THE BUILDING INSPECTORS. REGULATION AND WALL TYPE PROJECT NUMBER; 20900.00 DIRECTIONS ARE TO BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS, DRAANINC NUMBER EXCEPT WHERE EXCEEDED HEREIN. SHEET NUMBER A201 BUILDING ELEVATION REFERENCE �-� ISSUE REVISION DATE 3, THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, AND TYPICAL DETAILS OF lV 04 CONST DM CONSTRUCTION. THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION WORK NOT SHEET NUMIER DRAWING NUMBER :A'FS. FOR PERMIT 07.23.04 EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE WEWNCE AM , DETAILED. WHERE DISCREPANCIES OCCUR, THEY SHALL BE REPORTED TO THE ,,,�� 1 AO 0 r,. 05/06 CONSTDOC 08.13.04 DRAWING um--...� ARCHITECT FOR RESOLUTION. um INFERIOR ELEVATION � Q BLDG.2/CONEY. 09.02.04 4, ALL DIMENSIONS ARE TO FACE OF GYPSUM WALLBOARD UNLESS OTHERWISE SECTION OR 08 BLDG.3/CONST. 04.24.04 SPECIFIED. ALL ELEVATION MARKERS NOTED ARE TO TOP OF FINISH FLOOR AND NUMBER ELEVATION DETAIL 09 BIAG.4/C01SEY. 10.41 A4 ROOF DECK, UNLESS OTHERWISE SPECIFIED. DO NOT SCALE DRAWINGS. 10 B1€.DG.5/CONEY. 1025.04 5. ALL MATTERS RELATED TO COLOR, TEXTURE, DESIGN AND INTERPRETATION OF PLANS �'— �""�' 5B FINAL CONST 01.03.05 SHALL BE REFERRED BY THE CONTRACTOR TO THE ARCHITECT. 6A/7A/BA/9A/10A/11 6. SITE BOUNDARY LINES, BOUNDARY DIMENSIONS, BOUNDARY DECLINATIONS, AND EXISTING GRADES WERE PROVIDED BY THE OWNER FOR REFERENCE ONLY. THE FnALCONST o1.a3.o5 CONTRACTOR SHALL BE DEEMED TO HAVE INSPECTED AND VERIFIED THE ACTUAL _ 16 ADDENDUM 5 05.16.05 GRADES, LEVELS, DIMENSIONS AND DECLINATIONS AND THE TRUE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. 7, THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE ARCHITECT. APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS OR OMISSIONS CONTAINED WITHIN SUBMITTED , DRAWINGS; APPROVAL IS FOR CONFORMANCE WITH DESIGN ONLY. ' 8. THE ARCHITECT AND MIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR — I THE DISCOVERY, PRESENCE, HANDLING, REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS, TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE. SUCH WORK, IF REQUIRED, IS TO BE COMPLETED UNDER A SEPARATE CONTRACT. GENERAL 9. ROAD AND STREET CLOSURE: IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO INFORMATION REVIEW ROAD AND STREET CLOSURE AND PROPERTY LINE INFORMATION PROVIDED BY THE OWNER, AND TO CONSTRUCT THE PROPOSED IMPROVEMENTS WITHIN SAID CONSTRAINTS. THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE CONTRACT DOCUMENTS WITH THE LEGAL DESCRIPTIONS AND SURVEY INFORMATION AND SHALL AT ONCE REPORT TO THE ARCHITECT AND THE OWNER ERRORS, G005 INCONSISTENCIES OR OMISSIONS DISCOVERED. © 2004 42140 ARCHITECTURE, INC. `7 E. RANDAL JOHNSON a x . W F-4 \ / r Y ! r BUILDING 8 'to somm UM a fAAxA6Tc E BUILDING 7 GOR -�__.__ " J• BUILDING 6 FAM w f" ,__--i_f -�" BUILDING +5 av[ie m SWA%W BUL MO s PACOW r t 1 ,I-d,• ' J O1WBR/DBVR eurLDlNC [.OPM .�_ suwm 4 •' ._� VA�L RESORTS ! � l 4 PACME • DEVELOPMENT doe, ` COMPANY AVON,COLORADO r i� 1 ARGHITECrOFRBCORD i BUILDING 3 .i d ��.. BUILDING 2 �' / Do `w r I C . ' DEWGN ARCIffr r �] BUILDING 1 �' ,-/�II v� ALL DIMENSIONS ARE GIVEN TO FACE OF CONC. WALT. / HART I HOWERTON am �I TO C •�' r-'� y • rjumm i p +� •"�"" a r �iY RE: STRUCT. (TUNNEL PACKAGE) FORWYO1 ''WYQ E N DIMS LOCATING RESIDENTIAL BUILDINGS. / MONROE&NEMP L BNGDOOMS.INC AVON.COI.DRADO r dT--• f t m •, .r`.••-• - ' AVON.COLORADO ALPINE BNGWFERM,DIC. 1 `'i•a'-�-- s - • 1 ,�r ,a+'t mac' mss -- -x r r i >` }S _ r- VAH.COIARADO in N�w \\ r x EXISTING r PROJEC1=NUM PI: 20900.00 MARRI 1 PARKING STRUCTURE r : LSSUE REVISION DATE ms's � �1 • ,�.-u�A', - _ "r ? ��i5. � x,{'- � __ ' O 04 CONST DOC u - � *_ r :.• U. �� FOR PERNIIT 07.23.04 � e, yx '1 ; �" _ M' � <C 'w ;f �2 �� 05/06 CONSTDOC 08.13.04 3? _.�y ,�- - ♦�il �N'�- i_ -- +-_ s ,"3 +E- •"rat•£_ s- - -�` t 3-C `n'- . tea•' c - .rs. �d K: w. 4 0 t { v A BIAG.2/CONEY. 09.02.04 XKA r•~' _ f t'�'r --',t s izv:d Y� a•-.� £-4' yY --.r-eK-� ; r __ r G fr_•;:- Lr] � TUNNEL RSV. 09.10.04 I -.' _ '"i-': -_ `a,',i}�+"r`t- ;:v i _ _ - a. r.Mls•._ r ` q,,.,, -3.. s. ,r 2S a i - '_sC= y. 4 •a ; a t -:?tx-� .r- •�� r 3t s-_ �.d-x V - w '-'-i - �7? :.r a�� -�`.'- _ <-,�°3;w• F•,. - -�� -�,:t- .,+r..::;�y 4x.-zt '�f�`•. -':"� :d• ..r,- _1 sr?, 04 k.:s /Q� BIDE 3 CONST. 09 24. _J-<x .-:c}+ - ..e'��:i.-s•,>... - s. z' • �.aa+si yrr;. -- -X"='s'' tS:s °u- 'a..mss•-. _�- .-s=."� t - - l k"- BLDG. - _ L- 2 :,r.,y-� J'S ,!r_• - -.r•< -.'ax1 d Xt _ /^. 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RANDriL JOHNSON i o C�\ BUILDING 8 Imam SEPNM a<aitlnrlc s PACM � O GORE CREEK � -�.,./ BUILDING 7' .�� m a fog � �� �» � � � r "•�._.�-�- r f 1570!� � `_ / 1 �— BUILDING 6 �� I RM Im � auwa a a z 0 1 00 r r � 1 BUILDING 5 � � ��J � � / -,3p FOE 70 IVWWM BUILDING 4 ✓ �`r 1 ✓'/ ! oSVELOFM �•RIICIy1GE w�/ �Q V /✓ ��6144 "1 I •— �/ .1 �� ��� ` T>6 ' -�- _ �,.g_ •--—_ ti RESORTS v Q �--�• — u�� ' ' � ` 4 DEVELOPMENT ✓ f COMPANY BUtLUIIVG 3 i 1fl' 6U� ,,�� 1 '� / // f r r ---—.�,, ,r „�_,.� �� AVON,COLORADO , of 'n 't I / ,� i `\ ' Ancl! TECT OP RBcORD .000, kMM"o,ISUIBM _ J oll r � /--JAN, __o_ BUIDING / / / Dow=CdOmdD/ .0e / ��. // ✓'� fr ' , l I �RDACHrr Cr BUIDING 1 10 Nt �/ /'0.** MART I HOWERTON NEW YORY,N OWYOM/ ple oe 1 + I �+10,r ....� 1 'fir/ e / / 1 nRUCIURALENGbRWA AVOKOOLORADO —h'� 1 1 � i r 1 �. ioosa�Nar.s�vcs.iNc s ` � -r.l` -"',� _;" O i� ? - -.t^`"` s<-'z--- - - ,-i�t.� -a Y•4_t-x-f / ' i LTVIL ENGWEER �y- F �rt':y' f f? 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RANDA.L �•~-''°�_�' JOHNSON 20 10 a � V 3 BUILDING 8 Q G B FNS CK� a ro --�_ �� CREEK --�_��+� BUILDING 7 _- 1 O'M SEPARM MOB ��1----� BUILDING 8 •� �—' � _-�-- g U z 1 BUILDING 5 \\+ - ro s •� . itlRl�lt s ? +aim BUILDING 4 ��' 4 FACKAW I � ana 1 OWNUMEYEEOPER • VAIL RESORTS DEVELOPMENT _ F BUILDING 3 .�"�'• COMPANY I IiF 103 v �� �°' I I��—- am 1 , j AVON,COLORADO -�� ■ I AIpCHMBCPOFRMORi? \(� •f• rr+ S� '" � � � • EIS �4 BUILDING 2 DOTW >•r cokwado r I MAIM PLANNER i BUILDING 1 �'°p �` ='f i n>EStGa�nnc>m�acc l ID soraer �_"'� �'' - - ./ HARTIHOWERTON 6th • —% =� "-�. / I S"AlONROR&NEWELL ENGMEM INC yf YAUC EMALI3NGD4MR AVOK COLORADO MtANICAI.E CAI GIlVBER 4 , 7 1 � !?� � � . •' �� _ `'� _ -fi'yy�-����'•.'�`�.; , AVON.COLORADO Y �FA F.1* 11�lI • r--'� f,ris� �`rr #, f3a a. '< S� "� T ,�, AIL, y / i ALME�GIIdEEPS40,114C c � � Y COLORADO lblo EXISTING Gv� 1 k' - MARRIO i T gy PARKING ;, ' � ;_ �f{'x PROJECT NUMBER 20900.00 STRUCTURi~ z . a 1 ' r, �r x _ � ISSUE REVISION DATE W . 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Exterior Projections (Sect. 704.2, 1406.3,602.4&2302.2) Building No. Unit No.T I. APPLICABLE CODES ARTIAL LISTING Type Level AY•� Rooms Area Building No. Unit No.Type Level Area Rooms Area - - -- -- a} Required to of Type Zv Construction .��, �� ��10,p 16 A Garage 1704 Garage 16 & Stor 730 Tide . • Main 1941 A. International Building Code(2003) E. RANDAL • Upper 912 B. International Mechanical Code(20(}3) B. Specific Room Enclosures &Occupancy Separations JOHNSON Unit 16 Subtotal 4557 C. International Plurnbmg Code(2003) 1. Parking Garage(S-2) 0-hour Fire Barrier(when sprinklered) F%D. National Electri al Code(2002) (Sect. 406.2.7 &Table 302.1.1) li E. International Fire Code(2003) 2. S-2 to R-3 3-hour Fire Barrier 1 15 B Garage 1208 Garage 15 & Stor. 705 F. International Energy Conservation Code(2003) (Sect. 508.2 and Administrative Modification Request) B Main 1347 G. International Fuel Gas Piping Code(2003) B Upper 959 C. Corridors(fully sprinklered bldg., Table 1.016.1) WJ Unit 15 Subtotal 3514 Occupant Load Served Rating Baliiding 3 Tote[ g07t 1. S occupancies greater than 30 0-hour Fire Partition z N II. BUIIDDING SUMMARY Q 2 14 B Garage 1218 Garage 14& Stor. 761 6 6 A Garage 1704 Garage 6 & Stor. 1215 A. Project Description. One Floor below grade: parking garage(S-2) W1 a B Main 1357 A Main 1941 Three Floors: 16 residential units(R-3) D. Vertical Exit Enclosures(Sect 1019.1) Q 0>4 B U B. The allowable areas,types of construction selections, areas F"l Pie' 959 A Upper 912 separations are based an alternative means and methods 1. Connecting less than 4 stories 1-hover Fire Barrier Q �O C/a Unit 14 Subtotal 3534 Unit 6 Subtotal 4557 through the Administrative Modification t based on E. Shaft Enclosures(Sect 707.4) Section 508.2 of the 2003 IBC. For the purpose of 2 13 B Garage 1208 Garage 13 &Stor. 802 6 5 A Garage 1704 Garage 5 & Stor. 1350 determining height and area limitations the structures are 1. Penetrating between 2-Hour enclosure w/90 mein. door C B Main A Main evaluated separately. S-2 &R-3 Separation �y V 1347 1941 C. Mixed occupancy classification is proposed as non-sepatated_uses Q B Upper 959 A Upper 912 within parking garage (S-2) in order to determine construction classification.Subtotal F. Fire Barrier Requirements(Sect. 706) W .0,Unit 1.3 Occupancy separations are not required except where noted below. W 3514 Unit 5 SnbCotal 4557 (Sect 302.1& 302.3.1) P4 x Building 2 Total 7048 Building 6 Total 9114 G. Opening Protectives Requirements(Sect. 715) D. The building will be fully sprinklered in accordance with Sections U tn 903.2.9, 903.3.1.1 &903.4. H. Ducts &Air Transfer Openings(Sect. 716&Administrative Modification Request) z 3 12 A Garage 1704 Garage 12 & Stor. 848 7 4 B Garage 1218 Garage 4 tit Star. 812 E. Highest occupied floor above the lowest level of Fire l;�ent W O access =approx. 10'-6" f1. Building is not a high-rise. ( L 1. Fire dampers are required at fire walls, fire barriers, &fire partitions. (716.5) a A Main 1941 B Main 1357 403.1) Fire and smoke dampers are required at shaft enclosures. (716.5.3) A upper T-�912 B Upper 959 F. Allowable Building Height(Sect. 504.2): 0 4557 Unit 4 Subtotal 3534 1. Concealed Spaces(Sect. 717) Unit 1Z Subtotal parking garage(S-2) Unlimited S.F. Firebloc ' not required in non-combustible construction residential(R-3) 4 stories/60 ft. 1. 3 11 A Garage 1704 Garage 11 & Star. 820 7 3 B Garage 1218 Garage 3 & Stor. 886 2. Floor&Attic Draftstopping not required in non-combustible construction A Main 1941 B Main 1357 G. Allowable Building Area(Table 543): I A Upper 912 B Upper 959 parking garage(S-2) Unlimited S.F. VI. FIRE PROTECTION SYSTEMS ® OWNWDAVEMPM i Unit 3 Subtotal residential (R-3) unlimited I Unit it subtotal 4557 3534 A. Automatic Sprinkler Systems(Sect. 903.3.1.1) VAIL RESORTS t Building 3 Total 9114 _ Building 7 Total 7068 H. Building Occupancy Classifications : Occupancy � tion B. Standpipe Systems (Sect. 905 &2003 IFC Dry Manual Class I) DEVELOPMENT Use Classifica COMPANY i 4 10 A Garage 1704 Garage 10 &Stor. 1161 8 2 A Garage 1704 Garage 2 & Stor. 845 parking garage (S-2} S-Z C. Portable Fire Extinguishers(Sect. 906 &2003 IFC Class I) AVON,COLORADO A Main 1941 A Main 1941 residential units(R-3) R-3 A Upper 912 A Upper 912 I. Construction Classification(Table 601): D. Fire Alarm and Detection Systems(Sect 907) '� d� OgB° Unit 10 Subtotal Unit 2 Subtotal Cl�ifxoation II 4557 4557 Use VII. EGRESS R-f U MENTS f i parking garage(S-2) TYPE IA 4 9 B Garage 1218 Garage 9& Stor. 995 8 1 B Garage 1208 Garage 1 & Stor. 804 residential units(R-3) TYPE VB o 8 A. Doors (Sect. 1008) B Main 1357 B M 1347 J. Occupant Load Factor(Table 1004.1.2): r PLANIM Occ. Load Factor B. Stairways &Ramp(Sect. 1009 & 1010) � � B Upper 959 _ _ B Ulm' 959 Occu anc .ft,/ ncNccr E Unit 9 Subtotal 3534 Unit iSubtotal -- 3514 parking garage(S-2) 200 gross C. Exit Access (Sect. 1013) .HART I ROWERTON vyommff 1. Common Path of Egress Travel(to be included within the permitted i Building 4 Total 8091 Building S Total 8071 residential units{R-3) 200 gross gavel distance) 5 8 A Garage 1704 Garage 8 & Stor. 975 HOA Total 1098 D. Exit Doorways and Minimum Number of Exits(Sect. 1014& 1018) ' °� WC III. ACCESSIBLE MEANS OF EGRESS • Main 1941 Stair I &Mech. 400 1. Two exits required, three exits provided ,,CHMC,u. . A. Exit Stairway Width M-R N . ,C • Upper 912 Stair 2&Mech. 695 AVON,COLORAM unit S Subtotal 4557 Boiler Room 447 1. Clear 48" width between handrails not required in fully sprinldered E. Exit Access Travel Distance(Sect 1015) buildings(Sect. 1007.3, Excpt. 3) 1. Less than 400 feet(Table 1015.1) , Fire Command 89 B. Exit Stairway Areas of Refuge F. Emergency Escape and Rescue Openings ourcoLoMo 5 7 B Garage 1208 Garage 7 & Stor. 984 Receiving Room 142 1. Not required in fully sprinklered buildings(Sect. 1007-3,Excpt. 3) 1. Does not pertain in Croup S-2 j B Main 134,7 C. Exterior Area for Assisted Rescue(Sect. 1007.8) PROJECT Ni�M$ER 2090(1 40 i B Upper 959 TwEmel 24547 1. Required only where the exit discharge is not accessible(Sect. 1007.2,Excpt. 1) VIII. OTHER REQUIREMENTS ISSUE REVISION DATE Unit 7 Subtotal 3514 Residential (R-3) 64648 Parking Garage(&-3) 42071 IV. PARKING_CALCULATIONS A. lirterior Finishes {Table 803.5) 04 C°�DCC Bedding 5 Total 5071 Total Total 2 PARKING SPACES PER UAIIT x 16 UNITS 32 1. Class C nOR PERhOr 0723.04 GUEST SPACES IN TUNNEL 18 TOTAL 50 B. Ventilation (Sect. 1203) 05/06 CONST DOC 08.13.04 07 $LUG.2/CONSI: 09.42.04 C. Lighting(Sects 1205) i V. FIRE RESISTIVE UIItEMENTS FOR PARKING GARAGE S-2l � sI�•3/CONST. 49.24.04 � REQ _.._�-1� D. Sound Transmission (Sect. 1207) 09 BLDG 4/CONST. 10.11.04 A. Fire Resistance Ratings for Building Construction Tyyppee IA(Table 601): E. Energy Efficiency(Sect. 1301) 10 BIDG 5/CONST. 10.25.04 1. Structural Frame 3-hour 2hour(where supporting roof only) F. Minunum Plumbing Facilities{Sect. 2902} 5s FINAL CONST 01.03.45 2. Floors (incl. supporting beams&jsts.) 2-hour - -- -- 6A/7A/8A/9A/1QA/11 � 3. Roofs (incl. supporting beams &js%.) FIl3AL CONST 01.03.05 a. less than 20 ft. above floor 1 1/2-hour 16 ADDENDUM 5 05.16.05 b. Roof covering(Table 1505.1) Class B I 4. Exterior Walls i a. Bearing Walls 3-hour,non-combustible b. Nonbearing Walls not less than that required by other sections of the code I c. Maximum Area of Exterior Wall Openings(Table704.8) E (for a fully sprinklered building, Sect. 704.8.1) CODE ANALYSIS Interior walls Table 601 & SUMMARY I 5. ( ) I a. Bearing Walls 2-hour u 1 hour(where supporting roof only) b. Occupancy Separation Walls: generally not required except I as noted below p c. Nonbearing Walls not less than that required by other NOTE: Refer to Sheet R002 for residential (R-3) Code Analysis R001 sections of the code I Code Notes Q 2004 42140 ARCHITECTURE, INC. I. FIRE RESISTIVE RE UIREMENTS FORRESIDENTIAL -3 ��. QF Cot A. Fire Resistance Ratings for Building Construction Type VB (Table 601): 1. Structural Frame Non Rated E. RANDAL JOHNSON 2. Floors(incl. supporting beams&jsts.) Non Rated 3. Roofs(incl. supporting beams &jsts.) Non Rated �iji r A a. Roof covering (Table 1505.1) Class C Required, Class A Provided 90 MIN. 4. Exterior Walls a. Bearing Walls Non Rated except as required w (Sect. 704.3 &Table 601 & 602) b. Nonbearing Walls Non Rated except as required " (Sect. 704.3 &Table 601 &602) Q r. . ..a c. Maximum Area of Exterior Wall Openings: w >4 Unprotected where greater than 5 feet fire separation distance per Table 704.81 A 5. Interior Walls (Table 601) (� Q RE SHEET weal r a. Bearing Walls Non Rated FOR DETAILS b. Nonbearing Walls Non Rated 1014r, TYR B. Specific Roam Enclosures & Occupancy Separations w �Q11 0 Fog 90 MIN. FROM OCCt�Q SPACE �e � R PENETRATION ZONE 1. Mechanical Room 0-hour Fire Barrier(when sprinklered) W P61 > (Sect. 302.1.1 &Table 302.1.1) 90 MIN. C. Corridors(fully spfinklered bldg., Table 1016.1) U GIB ant Load Served Rating W Q 1. R Occupancies greater than 10 0.5-hour Fire Partition r- 2. Exceptions include and are not limited to: 0 a) A fire-resistance rating is not required for corridors contained with a. I dwelling or sleeping unit in an occupancy in Group R 11=VIE. e�yyy �f D. Vertical Exit Enclosures (Sect 1019.1) �{ � � ! - .- ..• _ ! I n- . . ._ _ � r'e •_ •_.. - � 7�1�t=-7_kl_=--f y�y �l 1�� 1.. �r-� k-��1 wi Q.+ - - - ! II-, i jr -i . �! ! 1. Connecting less than 4 stories 1 hour Fire Barrier a. E LF.I I r__.r r�r r r n t--t t r r--'-r r r i r---r r r---•r 2. Exceptions include and are not limited to: i a) Stairways serving and contained within a single residential dwelling unit or sleeping unit in occupancies in Group R-2 or R-3 and sleeping VAIL RESORTS units in occupancies in Croup R-1 are not required to be enclosed. DEVELOPMENT 07 (Sect. 1019.1, excpt. 3) COMPANY CODE REFERENCE SECTION UNIT B AVON,COLORADO E. Shaft Enclosures(Sect 707.4) ��� � 2 AREA SEPARATION WALL AND SHAFT I. Connectin 1 4 l hr enclosure SCALE: 1/4" = 1'-�0" A-DT_10 g less than stones 1 F. Fire Barrier Requirements(Sea. 7 , L 06) R 1. Fire Walls&Party Walls 2-hour rating W I (Sect. 503.2 , Table 705.4 & Sect. 705.3 excpt.) , G. Ducts&Air Transfer Openings{Sect. 716&Adtnuiistrafive Modification Request) $� FI!I�SEPARATION RATINGS Dastrfrr'4I�c>3r�cr ---- - 1. Fire dampers are required at fire walls, fire barriers, &fire partitions. (716.5) t-HR FIRE RATED WALL + ■I*■ E r. .. Fire and smoke dampers are required at shaft enclosures. (716.5.3.1) HART HOWER'TON r 24HR FIRE RATED WALL H. Concealed Spaces(Sect. 717) 3-HR FIR RATED WALL 1. Fireblocking15� .UGSc j AVIDIV,COY.OUDO 2. Floor&Attic Dra#lstopping not required when fully sprinklered `�� NC D1-E X3NGIN$F85,INC CQI�DRADO with NFPA 13 system(sect. 717.3.2,excpt. 1) AVON, II_ FIRE PROTECTION SYSTEMS ALMS BNGMMMff4r..O- A. Automatic Sprinkler Systems (Sect.903.3.1.2) f 90 MIN. PROJECT'NUMBER: 20900.00 ! B. Standpipe Systems(Sect. 905 &2003 IFC Dry Manual Class 1) i C. Portable Fire Extinguishers(Sect. 906 &2003 IFC Class 1) ISSUE REVMON DATE 04 CONST DOC D. Fire Alarm and Detection Systems(Sect. 907) 1= ;- = FOR ri> r 07.23.04 I I I I=1 I -I{ '1-1 -1 i 1=1 �I I c U6/06 CONST DOC 08.13.04 I w� I II I =I.-iir�€(I_f1lifi-tll III. EGRESS RE( UIREMENTS I i l I X11 f=1 i i 1=f I!�i t= __ A BLDG.2/coNsx. o9.02.04 kIi: III-- i1 =!I II: I-1 I �, BLDG.3/CoMr. 04.24.04 = A. Doors(Sect. 1008) a B. $t8iTW8yS Sect. 1009) 09 BLDG.4/CONST. 10.11.04 RE SHEET AIM FOR DETALS 10 BLDG.5/CONST. 1025.44 - C. Exit Access(Sect. 1013) 5B RNAL 1. Common Path of Egress Travel (to be included within the permitted CO- °1'03'°� gavel distance) 6A/7A/W9A/10A/11 3Q'-0'.7YP. 90 MIN. FROM OCCUPIED SPACE D. Exit Doorways and Minimum Number of Exits (Sect. 1014 & 1018) FINAL CONST 01.03.05 I PR PENETRATION ZONE I. One Exit Required(Sect. 1018.2 note 2) 16 ADDENDUM 5 05.16.05 i E. Exit Access Travel Distance(Sect. 1015) so MIN. 1. Less than 250 feet(Table 1015.1) IV. OTHER REaUIREMENTS _ I _- A. Interior Finishes(Table 803.5) I� ;` 1. Class C .•: I�i- I�i 4. q° 6 B. Ventilation(Sect. 1203) C. Lighting(Sect. CODE ANALYSES & TIE SUMMARY D. Sound Transmission Sect. 120 I �i I I � I l i l l k-- I _ I�� •w 4 E. Energy Efficiency(Sect. 130 1) I F. Minimum Plumbing Facilities(Sect. 2902) r 07 I ( UNIT FOR ALL OTHER NFORMATION PETAINING TO THE RES IDENTIAL CODE REFERENCE SECTION A I I r ANALYSIS REFER TO THE ADMINISTRATIVE MODIFICATION REQUEST r AREA SEPARATION WALL AND SHAFT PROVIDED BY ROLF JENSEN&ASSOCIATES SCALE: 1/4" = 1'--0„ A-DT--10 ' p 2004 42140 ARCHITECTURE, INC. DESIGN AND CONSTRUCTION TOOL FOR CONCEALED SPACES Dui c sealed spate posed wboll ►orpanly by end conbostible colkstfuchon mat t�eprote by spr kt pF C0� except as indicated below: ,`�. O,p q Concealed S Not rh S *1er Protection 20U2 NFPA 13, Section 8.14.1.2 Method 1. Noncombustible and limited combustible concealed spaces with no combustible loading having no JOHNS N ROOF access shall not require sprinkler protection. The space shall be considered a concealed space even JOHNS N COMPOSITE JOISTS erns[[openings such as those used for return air for a plenum. 20 Method 2. Noncombustible and limited combustible concealed spaces with limited access and not pe:rtmitting !� C,� 4JO MIN. BAIT INSULATION occupancy or storage of combustibles shalt not require sprinkles'protection. The space shalI be considered a concealed space even with small openings such as those used for retina air for a METAL FURRING CHANNEL plenum. MANUFACTU E TRUSSES Method 3. Concealed spaces formed by studs or joists with less tharx 6"between,the inside or near edges of the studs or joists shall not require sprinkler protection. Reference Details AI&A2/-. �-� FIRE SPRINI RED ATTIC CEILING E ATTACHED LS Method 4. Concealed spaces formed by bar joists with less than 6"between the roof or floor deck and ceiling y J METAL CHANNELS INSULATION FIRE PROTECTION OF CONCEALED shall not require sprinkler protection. W CEILING JOIST (BOTTOM CHORD SPACE NOT REQUIRED. FIRE STOP Method 5. Concealed spaces formed by ceilings attached directly to or within 6"of wood joist construction U OF MANUFACT i ZED TRUSSES) IF NECESSARY TO LIMIT JOIST shall not require sprinkler protection. Ref ence Detail B/-. z �..y i GREATER THAN CUFT CHANNEL 160 OE Method 6. Concealed spaces formed by ceilings attacked to composite wood joist construction either directly Q /CHANNEL or onto metal channels not exceeding 1"in depth,provided the joists channels are ftrestopped into W a volumees each not exceeding 160 ft3 using materials equivalent to the web construction and at least A CEILING SECTION D E TAIL uti lss,ash ilea�`regeuiirre spr�1�1� e� tie ac tied �C1 " � o �� A-DT-FP03 Method 7. Concealed entin filled with noncombustible insulation shall not require sprinkler SCALE: 1 = 1 �0 lY protection. 4 Method 8. Concealed spaces within wood joist construction and composite wood joist construction having O CEILING CONCEALED SPACE noncombustible insulation filling the space from the ceiling up to the bottom edge of the joist of the 1-4 roof or floor deck,provided that in composite wood joist construction the joist channels are O BELOW INSULATION. fires into volumes ewh not exc=eeding l60fV to the full of the joist with material V SPRINKLER PROTECTION �PP� depth Jo NOT REQUIRED equivalent to the web construction,shall not require sprinkler protection. Reference Detail D/-. Method 9. Concealed spaces over isolated small rooms not exceeding 55fF in area shalt not require sprinkler FCEILING SECTION DETAIL �°n. w „ = i,- " Method 10. Concealed spaces where rigid materials are used and the exposed surfaces have aflame spread SCALE: 1 Q a-nT-rpOe rating of25 or less and the materials have been demonstrated not to propagate fi re m the form in U) 1ti which they are installed shall not require sprinkler protection. MOOD FLOOR JOIST Method 11. Concealed spaces in which the exposed materials are constructed entirely offirre-fit treated rT� 0 wood as defined by NFPA 703,Standard for Fire Retardant Impregnated Wood and Finer Retardant � O IF CEILING IS LESS Coatings for Building Materials,shall not require sprinkler protection. RM 6" FROM OR Method 12. Noncombustible concealed spaces having exposed combustible insulation where the heat content of ATTACHED DIRECTLY TO the facing and substrate of the insulation material does not exc=eed 100 Btu/Id'shall not require JOISTS, THEN SPRINKLER PROTECTION IS NOT sprinkler protection. C N OT USED REQUIREED. Method 13. Concealed spaces below insulation that is laid directly on top of or within the ceiling joists in an WHERE LARGE R-FRAMED otherwise sprimklered attic shall not require sprinkler protection. Reference Detail F/. , CEILING COLD AREAS 0 R ON THE FLOOR OR ROOF JOIST~-- Method 14. Vertical pipe theses under 10tI2,where provided that in multi-floor buildings the chases are fire ROOF, EMPLOY TYPE stopped at each floor using materials equivalent to the floor construction,end where such pipe .J Y AUTOMATIC SPRINKLER S, ADJACENT FIRE EXTENDED WITHOUT BENDS F 0 ROOF ` 'f.;:Y; PROTECTED CONCEALED CEILING SECTION ,DETAIL chases shall no sources of ignition,piping shall be noncombustible,and pipe penetrations at B each floor shall be properly sealed and shall not require sprinkler prate c ion. Reference Detail GI. OWNWnEVEXAM WET SYSTEM IN WARM ATTIC. SPACES WHERE OCCURS SCALE: 1" = 1'-0" A-DT-FPpt Method 15. Exterior columns wider 10R2 in area formed by studs or wood joists,s 44wting exter=ior caropies - ::;.... sTUD WALLS w/ GYPSUM that are tatty protected with a sprinkler system,shall not require;sprintda protection. Reference VAIL RESORTS WALL BOARD CONTINUOUS Detail m-. DEVELOPMENT TO UNDE=RSIDE OF FLOOR COLD OR ROOF DECK TO ISOLATE NOTE: DRAWING BASED ON FIGURE 8.6.4.1.5.t of 2002 NEFA 13 STNWD TRU ED OVER- 4..-`::' AREA. i WARM TRUSSED �"CONCEALED SPACE OVER � 3 . COMPANY ARM 7TIC _k'..�:�`' wood'oust�: AVON,COLORADn AREA �-- -WARM ATTIC--� ISOLATED ROOM NOT = {( � Prefabricated,pre--engineerad wood joist constructed of sawn or laminated veneer lumber flanges , cl , EXCEEDING 55 SQ.FT., along the top and bottom edges of a single plywood or oriented strand board web. Sometimes SPRINKLER PROTECTION NOT referred to as I joists or TJI's(Truss Joist I shape). e lei REQUIRED _ r.WET SPRINKLER LINE x`' Fire retardant treated wood(FRTW):CEILING FRAMING Wood drat utilizes pressure impregnated treatments t rat reduce certain burning cllearacteristics of the 0 - wood. To comply,the wood shall be treated for fife retalydaence in accordance with the requirements of the American Wood Preservers'Association Standard Cl, An 7Utber Produd-Presenaati* De'"a'Cokado LESS THAN 6" i" OR GREATER Treatment by Pressure Prose s, as modified in NFPA 703. The wood shall comply with NFPA 703. ]i�1SM PLANNM f---ISOLATED SMALL ROOM NOT BETWEEN NEAR BETWEEN NEAR LimitedCombusti'bleMaterial; oGN� EXCEEDING 55 SQ.FT. EDGES OF FRAMING EDGES OF FRAMING A building construction material that does not comply with the definition of noncombustible material ' C EI LI NG = NO SPACE, SPRINKLER that,in the form in which it is used,has a potential heat value not exceeding 3500 Btu per tb,and that HART HOWERTON SPACE, NW y 0M NP-Wy0R c I SPRINKLER PROTECTION IS complies with either ofthe following,(a)or(b). Materials subject to increase in combustibility or PROTECTION REQUIRED flame spread rating beyond the limits hem established through the effects of age,moiswre,or other REQUIRED atmospheric condition shall be considered combustible. (a)Materials having a structural base of STRU lvitALENGUgM noncombustible material,with a surfacing not exceeding a thickness of h"that has a flamme spread uoe a8� INc ` J COLD OVERBUILD CONDITION CEILING SECTION DETAIL CEILING SECTION DETAIL rating of not greater than 50. (b)Mates,in the form and thickmess used,other�described in NECHAMCALBLUCTRWALENGNM SCALE: 3/8" = 1'-0" A-DT-FP09 SCALE: 1" = 1'-0" A-DT-Fens SCALE: 1" = 1'-0" SK-A-11 (a],having neither a flame spread rating greater than 25 nor evidence of Ccmtinuedprogreasive AVo. Svc combustion and of such composition that surfaces that would be exposed by cutting the j material on any plane would have neither a flame spread rating greater than 25 nor evidence of CIMMGDUM AUPM Mrcao,W- WOOD JOISTS OR COMPOSITE WOOD continued progressive combustion. v1+n.. , JOISTS. WHEN Limited Access' COMPOSITE JOISTS ARE Where access may be available and small,however,the space is not used for storage or for PROJECT NUMBER 20900.00 USED, JOIST CHANNELS occupying. Space must be viewed as not capable of being used for storage or occupying. SHALL BE FIRESTOPPED INTO VOLUMES EACH NoncormbustibieMaterial: NOT EXCEEDING A material ttiat,m the form in which it is used and under the conditions anticipated,will not ignite, ISSUE REVISION DATE EXTERIOR COLUMN CONCEALS E=DING 160cu.ft. TO THE FULL burin,support combustion,or release flammable vapors when subjected to fire or heat. Materials that I SPACES SHALL NOT BE FIRE are d as sin ASTM E 136, Standard?Test Method or Behavior a Materials in a Vernal SB FINAL CONS'T 41A3.05 � SPRINKI_ERED. PROTECTION DEPTH OF THE JOIST passing g f Of Materials BE PROVIDED FOR BY 6A/7A/8A/9A/14A/11 WITH MATERIAL Tube Furnace at 7St?°C,shall be considered noncombustible materials. ONE OF THE NFPA APPROVED EQUIVALENT TO THE WEB FLOOR JOIST Noncombustible insulation: METHODS 2002 NFPA 13, CONSTRUCTION. FINAL CONST 01-0105 � This must be approved by the authority having jurisdiction{AHJ). There is not a listing for such SECTION 8.14.1.2) BOTTOM EDGE OF JOIST insulation and the AIU holds the answer to acceptance of product to be used. _1e3 ADDENDUM 5 4.5.1.605 E� COMBUSTIBLE WOOD FRAMING, FILL SPACE FROM IF LESS THAN 15% THEN Wood joists construction: TYP. CEILING TO BOTTOM EDGE W SPRINKLER PROTE=CTION Ceiling or roof joists constructed of finished wood members(not constructed of plywood or bear webs). � OF JOIST WITH w I IS NOT REQUIRED. NONCOMBUSTIBLE ¢ I INSULATION. SPRINKLER CEILING JOIST Core Creek Residences Project Area A lication of Potential WOOD CO PROTECTION NOT Below is a list of the area on this project where the above fifteen(15)methods of REQUIRED. concealed spaces not requiring sprinkler protection could be applied. CEILING JOIST Method 1. Roof overbuild areas Method 2. Attic spaces,Roof overbuild areas. CEILING Method 3. Spaces between floors,interstitial spaces,spaces between ceiling and roof. Method 4. Not applicable as there are no bar joists. H EXTERIOR COLUMN PLAN D CEILING SECTION DETAIL CEILING SECTION DETAIL Methods. Spaces areas a floors(especially between main level and upper level}. Method 6. Theatre areas as part of an upgrade package(where metal channel may be used). SCALE: 1" = 1'-0" A-DT-FPoa SCALE: 1" = 1'-0" A-DT-FP04 �� SCALE: I" = V-0" A-DT-FPOS Method 7. Roof overbuild areas,attic spaces,between floors(above bathrooms). � PIPE CHASE < 10 SQ.FT. AND CONTAINING N Method 8. Between floors where 6"cannot be achieved,attic spaces,roof overbuild areas,above bathrooms IGNITION SOURCE. ALL PIPING SHALL EIE and powder rooms. I NON-COMBUSTIBLE. FIRE STOP AT EACH FLOOR Method 9. Spaces smaller than 55ft2 over bathrooms,closets,and powder rooms. The space above these rooms I USING MATERIALS EQUIVALENT TO THE FLOG must be separated from adjacent areas. CONSTRUCTION AND PROVIDE PROPER SEAL 0 application ALL FLOOR PENETRATIONS. CHASE REQUIRE M� 11. Attic,crawl space, ���der to orientation of use t space,roof over&amed areas,between floors. NO FIRE SPRINKLER PROTECTION STUD WALL Method 12. Not applicable to project as concealed spaces are combushble IF LESS TM 6 , THEM COMPOSITE JOISTS -- SPRINKLER PROTECTION IS NOT Method 13. Only applicable if sprinklering attic spaces. -- REQUIRED. REFERENCE M is pry chases. F mw Method 14. Cobnas u t porches and back decks. CONCEALED SPACES NO INSULATION REQUIRED REVREMENTS PER IBC WHEN FIRE PROTECTION OF SPACE IS CONTINUOUS K ethods where concealed spaces are tecte with Automatic Sprini�a ._lPx'�..__. .. - DESIGN JOIST CHANNELS NOT N STUD WALL LTHROUGH FLOOR CONSTRUCTION On the Gore Creek Residences project it is believed that the only spaces subject to MECHANICAL/ REQUIRED, NO VOLUME freezing occur at the attic roof over-framed areas. Since the rote creek residential CONSTRUCTION 1 LIMITATION FOR JOIST structures(units)are to be protected with anti-freeze automatic sprinkler systems, 16 TOOLS PLUMBING PIPES, the sprinklers eau be extended into the attic roof over iiame�d areas when necessary , TYP. CHANNEL. CEILING ATTACHED to address the concealed space requirements. DIRECTLY TO Ij COMPOSITE JOISTS R003 PIPE CHASE PLAN CEILING SECTI N DETA11L ALL P�AN .DETAI G CC2) OA l L SCALE: 1" -`- 1'-0" A-DT-FP07 SCALE: 1" = �'--�" A-DT-FP01 ♦ 2004 42140 ARCHITECTURE, INC. tv COIQ � E. RANDAL .JOHNS N 2 G RESIDENTIAL – BLDG 4* Occupancy Type: R-3 ♦ .� ` top —7 co / I .00 - O V H �°�� Z 0 RESIDENTIAL – BLDG 3* Occupancy Type: R--3 y �•t fBUILDING 4 � Q, T UNIT 10 C4 PROP�� G� Ve 9-7 V Dc a • RESIDENTIAL – BLDG 2* �' pNi �d'G 9 -7 '~ Occu anc Type: y p Y YP R--3 1� �O W ♦ �' Al FEC-3 � UNIT i 1 -o RESIDENTIAL. -- BLDG 1* ��� � �U 0 BUILDING 3 Occupancy Type: R-3 p 0 a UNIT 12 a 0 4 two r 10 FEC-3 FEC-1 UNIT 13 -a -O� Q _� BUILDING 2 1-% FEC– ` OWNWDBVSAOrm KNOX BOX FOR FIRE DEPT. VAIL RESORTS � k ACCESS AT BOTTOM OF STAIR �" � DEVELOPMENT el _ — � 0. 0 BUILDING 1 � COMPANY / AVON,COLORADO T 6 p I axcEprBCr OF aBC.asn r < wow woo SHC-1/ FE STAIR 1 3 n-EruM FDC WITH HORN & BE Deaver,Caoado EC 1 – ON SITE W LL Occupant Load: . 70 Travel Distance=196 (RE: FIRE PROTECTION DWG .) �_ Door Exit Width Req'd: 10.5" asnsrsxr� + (<400') n Door Exit Width Prov'd: 33" DBWYNARCffl7EGT 1 Stair Width Req'd: N/A FEC– FE — / CIO Stair Width Prov'd: N/A J RM wi oMNWYOFX N j FEC--1 f s UCTUaar.04G ROM �� 1 btC1A1RUFdcNLENGIIffiBRS.IHPC s� C.19, ECT0 Ano inrricn�,�rwT-BNQNM ♦ AVON,ono l 1 000 ravel Distance=207'T STAIR 2 SHC--1/FE (<400') ► ` �' Occupant Load: 70 i n�r�xs�nW,�G vau COW RAW Door Exit Width Req'd: 10.5" -, i t ' Door Exit Width Prov'd: 33" FEC-1 ! PROJECT NUMBER: 20900.00 Stair Width Req'd: . N/A I �,! ♦ i Stair Width Prov'd: N/A 0010 ISSUE REVISION DATE f 04 CONST DOC FOR PERMIT 07.23.04 I� PARKING TUNNEL 05/06 CONST DOC 0$.13.04 Occupancy Type: S--2 2/CONS I'. Occupancy Load Factor: 200 SQ. FT./OCC. 07 BLDG. 09.02.04 I Total Sq. Footage: 42,071 SQ. FT. FIRE SEPARATION RATINGS ` ® TUNNEL REV. 09.10.04 I Occupant Load 212 OCC. 2 Exits Req'd (3 Provided for Exit Access) 1 , OS BLDG.3/CONST. 09.24.04 1–HR FIRE RATED WALL I I�i I� �I■■+ r 2–HR FIRE RATED WALL , 09 BLDG 4/CONST. 10.11.04 i 3---HR FIRE RATED WALL �� E i i i e i s ++■�+++■■w� 10 BLDG.5/CONST. 10.25.04 OOOOOA A FINAL CONST 01.03.05 r 1 6A/7A/8A/9A/10A/11 - 1 I FINAL CONSI' 01.03.05 * NOTE: ALL RESIDENTIAL BUILDINGS ARE ASSUMED NOT TO EXIT THROUGH GARAGE. 1 16 ADDENDUM 5 05.16.05 t I 1 CODE f REFERENCE / PLAN 1 BUILDINGS 1 -4 i 3 ` GARAGE LEVEL CODE REFERENCE PLAN 1 • 1 GARAGE LEVEL - BUILDINGS 1 - 4 101 SCALE: 1/16" = V-a" AM'€ N 1 � � © 2004 4240 ARCHITECTURE, INC. - RESIDENTIAL — BLDG 8* Occupancy Type: R-3 COI���� c.� O E. RANDAL JOHN§ +1 y i1 r � ' U RESIDENTIAL — BLDG 7* Occupancy Type: R-3 Z N >4 UNIT 1 r t � � A v BUILDING 8 r �1 RESIDENTIAL BLDG 6 — 9 f -71 O Occupancy Type: R-3 —_ � rr '� y{ a V RESIDENTIAL — BLDG 5* Qccupancy Type: R-3 � 9d' w*�� 9 G �„i� �.✓ FEC-2 FIRE COMMAND TER BUILDING 7 -o CIS ' ® g UNIT 3 �O f 7� a ,ate KNOX BOX FOR FIRE DEPT. �O 10. t ENTRY DOOR FEC-3 FE —3 A R TUNNEL GARAGE 0 Iva UNIT 4 , woo w OPP C4 2 �G A RC ��ss O 000P o ® BUILDING 6 UNIT, A FEC-1 FE i D r UNII 6 ZF C 3 D +� ocviawDUVBU)m pROP Oct i � � 9�5 r � VAIL RESORTS ' r woo � DEVELOPMENT 000'es D ,,. COMPANY G AVON,COLARADO � fi4 FEC--3 000 1 ! ` UNIT 7 -0 , ,/ SHC--1/FE FDC WITH HORN & STROBE �x xoFR P- 0 FEC-3 ,� ON WALL ABOVE BUILDING 5 ��� , ® (RE: FIRE PROTECTION DWGS.) 1 9 D UNIT D j Travel Distance=208' REQ'D EGRESS r � � Q 000 .r► (<400') /�y//� Occupant Load: 70 Denver.Colorado -10 r / Door Exit Width Req'd: 10.5" ft MASMPIAMIIIER O.a D Door Exit Width Prov'd: 33� �� Stair Width Req'd: N/A Stair Width Prov d. N/A NWVO�c,r WVORK I HART I HOWERTON FEC-3 FEC-1 -7 Travel Distance=303' MUCTUXaENGRIIIM ® (<400') otaxoA�"�"�RADO RS,nsc I hHUU ICALMECI MICALENGROM ` C 400 j AVON.COLORADO ' 1 CIVII.$1YGQJ88R � ' ' ALPINBWGFIG RING,VW- VA14 COLCOADO I r � SHC--1/OFF / PROJECT NUMBF W9M.00 / 1 MUB MWSTON DATE 000 ` 04 CONST DOC D ' ' FOR PBRMTT 0723.04 I PARKING TUNNEL D 1000 Occupancy Type- 05/06 CONST DOC 08.13.04 Occupancy Aa Y Load Factor, 200 SQ, FT./Orr,. 07 BLDG.2/CONST. 09.02.04 Total Sq. Footage: 42071 SQ. FT. � Occupant Load 210 OCC FIRE SEPARATION RATINGS 5� TUNNEL RfiV. 09.10.04 ' p j 2 Exits Req'd (3 Provided for Exit Access) 1—HR FIRE RATED WALL � I�f�I�I�11��r■rr 08 BLDG.3/CONST. 09.24.04 09 BLDG.4/CONST. 10.11.04 ' 400 2—HR FIRE RATED WALL I / 3—HIS FIRE RATED WALL 10 BLDG.5/CONST. 10.25.04 A FINAL CONST 01.03.05 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 * NOTE: ALL RESIDENTIAL BUILDINGS AREI ASSUMED NOT TO EXIT THROUGH GARAGE. 16 ADDENDUM 5 05.16. i Jf I _ I E CODE REFERENCE PLAN / BUILDINGS 5-8 GARAGE LEVEL CODE REFERENCE PLAN GARAGE LEVEL BUILDINGS 5 - 8- 1 SCALE: 1/16" = 1'--0" AFK1 N I • .. . - - � •� � �� � * � r :,� `ate.. 'fir� `• / � � ; \� i .,� S - � � � c � ',,�1t.. ,►1►; �- fD�� � a, _tea. fr � ��' o o� ►c o �� \ t � ! ,,� �o° - �o a '�11 % r� , P.. o d a . 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RANDAL JOHN N f - RESIDENTIAL — BLDG 7 O � Occupancy Type: R-3 � C W a --� ° -< Opp O i BUILDING 8 \ RESIDENTIAL — BLDG 6 O Occupancy Type: R--3 • ® 9 4 \ ■j V 1 ` 7y t FESID ENT IAL -- BtOG 5 � � � �,� W upancy Type: R—�� � 5 � �y iM"Tyt � BUILDING 7 -a 1� V • �5 �IT 3 \ �O ` z S UNIT 5 mac© i t 1 V • BUILDING 6 !INL 6 \ \ r 1 � � VAM RESORTS j �� ��� s \ ■■� DEVELOPMENT 00, � , / � � � COMPANY � AVON,COLORADO IT 7 ARGHMaCTOFR1100W j � _rr , � I 5 ` BUILDING �o"e�` / r r r [f rn Derer,IGobub • KASMPLANNEIL { nRUON -7 IT HART I HOWERTON s ` O - NLiW YOM NhNTMIC r AVO CULL \ 1 1ESCHANICALEMMUCALENGDffift I \ ` AVON,COLORADO i ' r,�vn.ravcnaF�R J \ � �r 1ltPlnifiBNGINV[;ING, YAnI GOLORADO i t � �PROJECT NUMBER: 20900.00 ISSUE REVISION DATE r 04 CONST DOC FOR PEJU IIT 07.23.04 l 40, 05/06 CONST WC 08.13.04 l l 07 BLDG.2/CONST. 09.02.04 j FIRE SEPARATION RATINGS 08 BLDG.3/CONST. 09.24.04 ■� � �■� I � I ■� I � 09 BLDG.4/CON5T. 10.11.04 1—HR EIRE RATED WALL r' � 2—HR FIRE RATED WALL �� 111■■�I111 I I �� 10 BLDG.5 CONST. 10.25.04 � 3—HR FIRE* RATED WALL FINALCONST 01.03.05 j I 6A/7A/8A/9A/!OA/11 j l FINAL CONST 01.03.05 1 16 ADI)ENDUM 5 05.16M I ..Y N1 & r 35 .,.4 , F� ` rS ° Tar t - .yam` s. _ S II E .Y ._� y , J _ 7 1 h i $<s4 A.y- NP V-, , - r • .y-r__ :^ 1 r.¢ 4 r S - �y`�r 14 EXISTIN t� Q R R I TT " CODE I .r-r .s_.Z•s -" ` . Ky ` .., r<['^ rte- '' - x f s g -_ ` >r r w 5.r .�S-ti 3r x REFERENCE } T r R PARKING r - 1 s "'4.t x J Se -Y- Y, sisr-,s - - ors F s-•f'i`'r ''' ye Y ,, �''r, - STRUCTURE ?_ 4 PLAN Z.��r-�. -�c >���� _'f�`"SV' �� +�f�`�� } -- q •-- F-4�L --- J�}-,L 1 ''l -4 _�`' __ '} R t ya'T+i'Y'"'a.- S�T - F ��-��-'- . BUILDINGS 5w-8 ��. a__-`..._ __`--Y- .. ... ri__,.:'. -._,�.. 6.i�='I" i�.-_- __.-w.. _....�.--.- . �t a:.`-r'°µ:.aer`�Y'--,3t i. , s-,..s,.. _- _•' -. ���� _3:'i t._..... . UPPER LEVEL CODE REFERENCE PLAN UPPER LEVEL - BUILDINGS 5 - 8 - } S 6 CALE: 1/16" = 1'--0" N ® ,0101- l � 2004 42140 ARCHfiTECTURE, INC. • E. RANflA.L 30HN N �fi l r Cl) TEAL -- BLDG 4** RESIDENTIAL � Occupancy Type: R--3 g W RESIDENTIAL - BLDG 3** Q Occupancy Type: G 3 000� ro 00, 1 0 ' RESIDENTIAL - BLDG 2** - fi Occupancy Type: R-3 � 10 Fp RESIDENTIAL -- BLDG 1** t~ � Occupancy Type: R-3 0VN8alnEviaioM VAIL RESORTS I N r?� DEVELOPMENT >� � COMPANY I AvaN,coLORnDO , - � _ ' s " ?t�,t � >.� -��f _J !: r•'�� ^��[ Y� x:,,�� �GH1T�'.I OF�6CO1�D I� �- -r,� r- w,-�,y r 'E-� � _/� � x '«t:� 'cx•v"3'f� r s. i-_ - '1 � -� -t -a �' 3' 4 rc •r t �I� • s - k".� AP'!�i� ♦y�" -� - '- r y. 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RANDAL JoHNS N SAC r r r WA J RESIDENTIAL – BLDG 7 u .r Occupancy Type: R--3 � O too" goo RESIDENTIAL -- BLDG 6 Occupancy Type: R-3 r '!`•� �"'+ O `�f �- • RESIDENTIAL BLDG 5 • �' Occupancy Type: R---3 �J i.� TP Lo-♦ opo -7 w 11 ` ® A ' ® W w �_ �° goo goo ��� �— f 0 i 7` 7 75 .ow i �- ♦ \ ♦ 1 WNBRIDBVELOM '0000, V.AIL RESORTS - f DEVELOPMEN T sue ' i COMPANY AVON,COLORADO ARa ffmcr OF RECORD �° � � f � j ■ �n�c� Dervvw.Cobmdo MASTER PLANNER � s DHSIGNAACHUP= ► +O� -1------- I HART I HOWERTON ti 010 ` mw YOm N_vYoRx 7 y y� AVON,COLCRIADQ � f f t CrVI.ENGR4M Y ALPM BNGDMERRjG.ING IVAn,COLORADO PROJECT NUMBER: 20900.00 f }� ISSUE REVISION DATE 04 CONST DOC -- y�� ! FOR PERMIT 07.23.04 I ' 05/06 CONST DM 08.13.04 f f I 07 BIDG.2/CONST. 09.02.04 i RATINGS f f 08 BLDG.3/CONST. 09.24.04 �-. FIRE SEPARATION . i 09 BLDG.4/CONST. 10.11.04 f 7---HR FIRE RATED WALL � � �� � �� � ■r� � r� 10 BIDG.5/CONST. 1025.04 2--HR FIRE RATED WALL �■■r� � � �� � i �� � i 3--HR FIRE RATED WALL �� �■ FINAL CONSx' 01.03.05 � 6A/7A/8A/9A/10A/11 �5 I` r 3 FINAL CONST 01.03.05 r 5 � l` ' ib ADDENDUIVd 5 05.16.05 { Yr f r ** NOTE: ALL BUILDING HEIGHTS ARE BELOW 60' ABOVE GRADE PLANE (IBC zr Sect. 504.2) �r'q s t"s. ,�Ky -e. - _ scvK„�. T .rx i.-t-.• S °++ ` ? -- -]f- i` -Y. f •rY,� _.il��•{ `4�v.�- EXISTING - s AA A eti*, 3r --a., / \�R 10TT "` 'F -fsr -- 6•� - a,-5 - PARKING`.+�.'.:� a s H•�-�f`.--:`sar-i+v.`•,S_s-fin%r z7;`x- _ ��r-c am„1 3a�7.n k�' 3c ` J�r"�y-'v x-;k - t`s"- se_f r l'•r �rr-y a '�. _ CODE f F" REFERENCE e t ! STRUCTURE - P1f1f a-- a - ■{'xF s f -= $f nX _�r", ^� -al- .C_`-•T+a+ ,{F _ rx i-` r-�+t`+`.�• -f'-_ _ it �'` LAN BUILDINGS 5 - - --- - -- � CODE REFERENCE PLAN ROOF LEVEL ROOF LEVEL---- BUILDINGS 5 - 8 SCALE: 1/16" = V-0" N 400 ` J (9) 2004 42140 ARCHITECTURE. INC_ i E- SANDAL JOHNSON ' I > ow I W ' � o • wA � W > i r Avg q9 ovvN$8/nHVI3toPFR s• VAIL RESORTS DEVELOPMENT COMPANY 1 AVON,COLORADO A5 Ne 6- ATKIB fECT OF RECORD +6~ A. FA , / m Ifu Denver.Colorado ae +,. DESIGN ARCHITBCr HART xov�ERTON f r M '��IX +�r AVOK COQ o" 1 11 actin u$�c��nvRiat� AVON,COLORADO Q• �-- CIVII.ENGINFER •+l� ,0 jF 7- ALPINE GIG,IIVC 0 VAII,00LORADb 4 as-a 9 PROJECT NUMBER 20900.00 I $ ISSUE REVISION DATE 04 CONSr DOC 5 5.2 FOR PERMYI' 07.23.04 2Y-4f 4 4.2 4.5 05/06 CONST DOC 0$.13.04 sr-a i1r 3 ,r..+ 07 BLDG 2/CONSr. 09.02.04 2 TUNNEL RSV. 09.10.04 08 BLDG 3/CONST. 09.24.04 09 B11)G.4/CONST. 10.11.04 10 BLDG 51CONST. 10.25.04 A FINAL CONSr 01.03.05 6A/7A/BA/9.0/10.0/11 FINDS.CONST 01.03.05 16 ADDENDUM 5 05.16.05 SITE GRID REFERENCE PLAN BUILDINGS 1 --4 SITE GRID REFERENCE PLAN -- BLDGS I THRU 4 Rill 1 SCALE: 1/16" M V-0" AFPG1 N 2044 42140 ARCHITECTURE, INC. call i I E. RANDAL G JOHNS ago a GK Soo - ILDING (n 11.0.b" 6v ...� 00 �_ lam' C 1 > 00 z � x I ~ ] 1 1' G1 Owriise/DBVaIOiPBR VAIL RESORTS 1 DEVELOPMENT COMPANY AVON,COLORADO ARCHrrfiCraFIBCORD 33 3' lei G f 1 1 � AlewHi>t�fkAtE 1 Denver,Cdorab 31 1 1 1 1 D9SWA4 A&RCHnl3Cr 1 1 1 9 / HART I HOWERTON. $ 9. INtaWYOMMFYORK SMUCTURAI.E NGD sti'�� 26 29 M A C010 IriC �• 6 ti ,1 r�? qj'� �,� ALM-WfiBE NN G�IIdEBR3,INGC, NC VAK COLORADO A(BCKANICAL EL8CRCAIEKGl d M AVON.COiAIADO 6• PROJECr NUM ]M- 20900.00 ISSUE REVISION DATE s t o- 25 04 CONST Doc 2 FOR PERM[T 07.23.04 '� 22 05/06 CONST DOC 08.13.04 �1 07 BLDG.2/CONST. 09.02.04 TUNNEL. RSV. 09.10.04 2p 08 BLDG 3/CONST. 09.24.04 ,dam�� g• 09 BIDG.4/CONST. 20.11.04 10 BLDG.5/CONEY. 10.25.04 A,dam 1� J� �e FINAL CONST 01.03.05 As g_ 6A/7A/8A/9A/IOA/11 FINAL.CONST 01.03.05 ,s 9• 16 ADDENDUM 5 05.16.05 6• SITE GRID REFERENCE PLAN BUILDINGS 5-8 SITE GRID REFERENCE PLAN - BLDGS 5 THRU 8 RI 12 SCALE: 1/16" = V-0" ASARP N ICS: GENERAL NOTES OA 1 1/2"- 2 1/4,, GENERAL NOTES REPAIRGH 2Xb PARTY WALL @ 2004 42140 ARCHITECTURE, INC. 6. CONCRETE WITH SHEATHING PER STONE VENEER 2Xb EXTERIOR WALL 1 . LIVE LOADS USED IN DESIGN: STANDARD HOOK �- RE: PLAN RE= ARGH, WITH SHEATHING PER PER ARGH SHEAR WALL SCHEDULE A. ROOF 80 PSF A. ALL CAST-IN-PLACE CONCRETE SHALL BE MADE WITH TYPE I/1 I PORTLAND CEMENT, STONE AQGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: FLOOR JOIST PROVIDE 5TANDARD B. TYPICAL FLOOR 40 PSF RE` PI-'°`N HOOK 2X& TREATED PLATE CONCRETE ITEM F-C MIX TYPE MAX W/C RATIO % AIR REO. Q RE: PLAN WITH 1/2"�XIO" : .. . . C. EXTERIOR DECKS 100 PSF FOOTINGS 3000 --- - - - • ° ° a - � ANCHOR BOLT PER psi 57D - - _ ° D. IMPORTANCE FACTORS FOUNDATION NkLLS 3000 psi STD --- -- - • V SHEAR WALL SCHEDULE INTERIOR SLABS ON GRADE 3000 psi STD 0.50 - -- z 7r CATEGORY IE 1'Q EXTERIOR CONCRETE (so) 4500 psi STD 0.45 6%_8x Q a - SNOW FACTOR IS I'D [XXX'-XX" • - - _! ° 4 ' ° • ° r (2)-N5 GONTLNUIOU1 • MIND FACTOR IV 1.0 +* MAXIMUM SLUMP SHALL NOT EXCEED 4'. i; RE: PLAN - • •• ° a - i 4 B. CONTRACTOR SHALL SAWCUT OR TROWELCUT JOINTS IN SLABS ON GRADE. JOINTS :3 ul °`• r n °° •° OA II E. WIND SECOND GUST 100 MPH SHALL BE SPACED AT 15'-0` MAXIMUM AND SAWCUT OR TROWELCUT 1/4 OF SLAB DEPTH _ OA FASTEST MILE 80 MPH x 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT (3)-#5 CONTINUOUS - ad °` -y THROUGH JOINT. ; EXPOSURE B TOP AND BOTTOM ! - RE: ARCH FOR d ; ---2Xb TREATED PLATE Z ° a I L4X4X3/8" WITH �� - " ' • WATERPROOFING TOPPING, FOOTINGS BEAMS AND VALLS SHALL NOT HAVE .MO JOINTS IN A _ (XXX'-XX" • `� a ° d ry F. SNOW G. SLABS. ° E30L 1/2"4) ANCHOR _j • 3/4"IP EPDXY t � HORIZONTAL PLANE. ANY STOP IN CONCRETE WORK MUST BE MADE AT THIRD POINT OF 0 BOLT AT 4'-O" J ad TYPICAL FOOTING ANCHOR AT 2'-0" ry VJ GROUND SNOW LOAL1 Pg 80 PSF N5 AT V-6" X _._._.__._- 4 SPAN WITH VERTICAL BULKHEADS AND HORIZONTAL SHEAR KEYS UNLESS OTHERWISE REINFORCEMENT r�1 FLAT ROOF SNOW LOAD Pf 100 PSF SNOW EXPOSURE FACTOR Ce 1.0 SHOWN ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED ()R AS REVIEWED BY THE M • THERMAL FACTOR CU 1.0 ENGINEER. C7 RE: PLAN QS E (2)-2X12 LEDGER ° D. ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE D! TOP of < STANDARD �I (WALL SIDE TREATED) GRAwLSPAGE Q BARS TD MATCH WITH 3/4°m EXPANSION ° 2 I/4" CONCRETE G. SEISMIC WITH ACI BUILDING CODE 318 LATEST EDITION, UNLESS NOTED OTHERWISE. USE - Q °° °° LU EN510N LAP TYPICAL FOOTINVG SITE CLASS D Q BAGKFILL ANCHOR AT I'-&" TOPPING STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE. ALL EXPOSED EDGES OF _ m uM REINFORCEMENT FASTEN LEDGERS WITH CATEGORY 35 CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER. V - ° (3)-ROW5 Ibd NAILS O SI D.08 X11.11- ° CIF]- m AT 1'-0" F. 4 sDS 0.35 7. REINFORCEMENT TIC I IE31' TYPICA STEPPED SO1 0.128 A, ALL REINFORCING SHALL BE HIGH-STRENGTH DEFORMED BARS CONFORMING TO ASTM 111 RE: PLAN I_ FOOTING DETAIL #5 AT P-b" � �I BASIC SEISMIC FORCE RESISTING SYSTEM IS LIGHT FRAME SHEAR MYILLS WITH A615, GRADE 60 EXCEPT TIES, STIRRUPS AAD PLATE ANCHORS WHICH SHALL BE (3)-#5 CONTINUOUS HORIZONTAL WOW SRUCTURAL PANELS DEFORMED BARS, ASTM DESIGNATION A615, GRADE 40 OR ASTM A706 GRADE 6D. Ir+ly O SEISMIC RESPONSE COEFFICIENTS CS I O� - #5 AT V-4" &ECTION 4 N5 AT 10" 0.05 B. MELDED WIRE FABRIC SHALL CONFORM TO ASTMI A185 GRADE 65 AND SHALL BE TRANSVERSE VERTICAL RESPONSE MODIFICATION FACTOR 6.5 LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER. 3/4" = 1'-0' 3/4" = 1'-0" v, ANALYSIS PROCEDURE USED SIMPLIFIED METHOD H. LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE. C. REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 16 1. CONCRETE POURED AGAINST EARTH 3 NOTE: FOR H02A AND H05A V5E 5IMP50N 55TI320 ANCHOR ROD C 2. CONCRETE POURED IN FORMS (EXPOSED TO HEATHER OR EARTH) 2" RE: ARCH FOR WATERPROOFING FOR HP&A, HDBA AND HDIOA USE SPIMPSON 9STB25 ANCHOR i D I11C 3. COLUMNS AND BEAMS (TIE BARS) 1 -1/2' ROD. FOR HD15A USE 1 1/4"m X 2'-0" THREADED ROD WITH ° _ V 4. SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4" 114" X 4" X 4" PLATE WASHER AND NUT AT EMBEDDED END WITH • • ~ 2. DEFERRED SUBMITTAL 2Xb TREATED PLATE WITH MINIMUM 1'-b" EMBEDMENT DEPTH. r-I ANCHOR BOLTS PER D. REINFORCEMENT PLACEMENT AND TOLERANCES SMALL BE IN ACCORDANCE WITH I/2" ISOLATION JOINT - - 4` �4 A. DEFERRED SUBMITTALS PER SECTION 1063.4-1 SHALL BE SUBMITTED TO THE BUILDING SECTIONS 7.5, 7.6 AND 7.7 OF ACI 31$, LATEST EDITION. SHEAR WALL SGHEDIJL.E: CONTRACTOR OPTION: IN LIEU OF SIMPKaON SSTB ANCHOR, 115E OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION. 3/4" m HILTI H.A.S. ADHESIVE ANCHOR WITH MINIMUM 10" EMBEDMENT. N5 X I AT 2'-0" f(S w E. NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR 1 1/2"- 2 1/4" CONCRETE RE: PLAN B. DEFERRED SUBMITTALS ARE: TOPPING RE: ARCH THRU-BOLT IN STUDS n T.O. GRAWL5PAGE AUTHORIZED BY TIME STRUCTURAL ENGINEER, LAP SPLICES, WHERE PERMITTED, SHALL BE A MINIMUM OF 48 BAR DIAMETERS FOR 06 BARS AND SMALLER AND SHALL BE A RE: PLAN PER H.D. MANUFACTURER b" BAGKFILL � (n 1. PREFABRICATED ROOF TRUSSES MINIMUM OF 80 BAR DIAMETERS FOR 97 AND fS REINFORCEMENT UNLESS NOTED OA z � T.O. SLAB XX'--XX" OTHERWISE. MAKE ALL BARS CONTINUOUS AROUND CORNERS. WALL FRAMING AND O C. ALL DEFERRED SUBMIITTALS SHALL BEAR THE STAMP AND SIGNATURE rJF THE LICENSED Ib PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS. F. PLACE TWO 05 (PER 8' THICKNESS) WITH 2'-0' PROJECTION AROUND ALL OPENINGS IN SLOPE SLAB PLYWOOD PER SHEAR ' , CONCRETE ML4LLS, SLABS, AND BEAMS. ALSO PROVIDE TWO 15 X 4'-0" DIAGONALLY AT WALL 5GHErE 3. TESTING, INSPECTIONS AND OBSERVATIONS: EACH CORNER. a a ° . 11-r�s--x - °A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION. G• CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEAMS SHALL BE SPLICED AS ' •' 4 1/2,, I RE: MFR. RE= MF 4 1/2" STRUCTURAL ENG INEER MAY MACE PERIODIC OBSERVAT IONS OF THE FOLLOWS: TOP BARS AT M IDSPAN, BOTTOM BARS OVER SUPPORTS. + 1 .6 Wi CONSTRUCTION: SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED "' O ° INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL 8. STRUCTURAL STEEL (�4)-w9 GONTENUOII� INSPECTIONS" AS WHY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL - • BUILDING CODE. A. ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS 4` SLAB ON GRADE - M ICH SHALL CONFORM TO ASTM 992, (50 KS I) AND EXCEPT PIPE COLUMNS WHICH WITH bXb/W�.I W.W.F. B. THE FOLLOWING WJRK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS (RE: ARGH FOR COLOR cy SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL. SHALL CONFORM TO ASTM n53 AND TUBE COLUMNS TO ASTM A50O, GRADE B, LATEST AND FIN15H REGIUIREMENT5) -FLOOR JOIST, RE: PLAN W RE: FLAN EDITIONS. STEEL SUPPLIER MAY PROVIDE ASTM A572, GRADE 50 AT HIS OPTION. 1. SOIL PREPARATION MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL. p` RE: 2/51.01 FOR WALL REINF. d (XXX'-XX"} J B_ ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SNUG TIGHT AND FOOTING INFORMATION T.O_ WALL !O OWNF.k/DF.VFFkWF:B o. AND IN-P EXCAVATION. PLACEMENT AND COMPACTION OF FILL CONDITION. ALL ANCHOR BOLTS SHALL CONFORM TG ASTM A307 UNLESS NOTED AT STUDS Z5IMP5ON HD &ECTION AND IN-PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE AT EACH END WITH THE APPROVED REPORT. OTHERWISE. C OF SHEAR WALL PER SHEAR WALL I/2' 3/4" = I'-O` V IL RESORTS C. STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE ! I SCHEDULE 2. CONCRETE CONSTRUCTION LATEST PROVISIONS OF RISC "MANUAL OF STEEL CONSTRUCTION." 3,4. ,._o. DEVELOPMENT o. PERIODIC INSPECTION OF REINFORCING STEEL, INCLUDING PLACEMENT. D. EXCEPT WHERE DETAILED OTHERWISE, FABRICATOR SHALL SELECT STEEL CONNECTIONS PER COMPANY b. CONTINUOUS INSPECTION OF PLACEMENT OF SHEAR REINFORCEMENT. AISC MANUAL OF STEEL CONSTRUCTION (ASD), TABLE 1I -A AND/OR AISC SIMPLE SHEAR STUD WALL WITH A c. CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR CONNECTION MANUAL WITH A325 N BOLTS (OR WELDED EQUIVALENT) TO SUPPORT LOADS SIMPSON HOLD DOWN AVON,COLORADO TO AND DURING PLACEMENT OF CONCRETE. SHEATHING PER SHEAR RE: PLAN AND 5GHF-PULE d. PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX. INDICATED ON THE STRUCTURAL DRAWINGS. WHEN LOADS ARE NOT SHOWN, SELECT WALL SCHEDULE e. CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO CONNECTION TO SUPPORT 60.X, THE TOTAL UNIFORM LOAD CAPACITY PER AISC ARCtii'!'FtXCWRVIC.ORD FABRICATE SPECIMANS FOR STRENGTH TESTS, PERFORM SLUMP AND AIR MANUAL OF STEEL CONSTRUCTION? FOR EACH GIVEN BEAM AMID SPAN FOR NON-COMPOSITE TREATED PLATE 2Xb EXTERIOR WALL I I/2"- 2 V4" CONCRETE CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE, MEMBERS. WITH 1/2"m ANCHOR WITH SHEATHING PER 70PPINV6 REr ARGH f. PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE BOLT PER SHEAR WALL O M THREADED DED ANCHOR SHEAR WALL SCHEDULE FF 'A lei AND TECHNIQUES- E• ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AWER ICAN WELDING SOCIETY SCHDUOR THREADED ROD FLOOR SHEATHING STANDARD QUAL IF ICAT IONS TESTS AS OUTL INED IN AWS-D1 .1. CAST INTO FOUNDATION STONE VENEER ■ WALL RE: ARCH. RE= PLAN X111 3. STEEL CONSTRUCTION F. MINIMUM MELDS TO BE PER AISC TABLE J2.4 BUT NOT LESS THAN 3/16" CONTINUOUS a. ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION FILLET UNLESS NOTED OTHERWISE. W CONTRACTOR OPTION: IN LIEU (2)-N5 GOVT_ Demrer,Colorado EXCEPT THE FOLLOWING: OF SIMP50N 5STB2b CAST 1. WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN C. FOR ALL BEAM/COLUMN OR BEAM/BEAMb CONNECTIONS, PROVIDE HORIZONTAL SHORT ° r4A5rl:Rrint�vtat SLOTS IN CONNECTION MEMBER ONLY (WT-SECTIONS. ANGLES OR SHEAR PLATES). INTO FOUNDATION WALL USE A ACCORDANCE WITH SECTION 1704.3. 3/4" 4V HILTI ADHESIVE ANCHOR n!slG�AacalrrLKr b. THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT WITH 10" MIN. EMBEDMENT IXXX'-XX" OUR ING MELDING OF THE FOLLOWING ITEMS. PROVIDED THE MATERIALS, H• STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER I • _Z I TART I HOWL RTON WELDING PROCEDURES AND QUALIFICATIONS OF WELDERS ARE LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS. ONE VERIFIED PRIOR TO THE START OF VIORK; PERIODIC INSPECTIONS ARE END OF THE LINTEL SHALL BE FREE TO MDVE HORIZONTALLY TO ALLOW FOR d K IN PROGRES - AND A VISUAL INSPECTION OF ALL WELDS ELONGATION AND SHORTENING- % ° vLW YORK�11iWYURK MADE OF WOR 5, I IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP I. THE TERMINOLOGY "CONTINUOUS' MEANS QUANTITY. PROVIDE THE NECESSARY JOINT TT WELDING- DETAILS TO ALLOW FOR BUILDING MOVEMENTS. COORDINATE LOCATIONS WITH • FLOOR .JOIST RE: PLAN OL&JKL:RAr.F.nGr24M 1. SINGLE PASS FILLET MELDS NOT EXCEEDING 5/16" IN SIZE. nkc�vaUL aVON.COLUM L�M;Ri LVC ARCHITECTURAL CONTROL AND EXPANSION JOINTS- 5. EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1/2" EXPOSURE I PLYWOOD OR 1=11 2X4 TREATED FLAT BLOGKI :1VUli,COLC)itllWO 2. WELDING OF STAIRS AND RAILING SYSTEMS. DSO SHEATHING NAILED WITH 8d NAILS AT 6' ON CENTER ALONG PANEL 3112 1 4 112" _ c. VERIFY WELD FILLER MATERIALS CONFORM TO AVIS SPECIFICATIONS AND J. PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON MASONRY UNLESS OTHERWISE EDGES AND 12' ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWiSE AT 2`-°" u>ScrHAArcA1.Fr.Fr.nuc.�v.»cn.-F:R • AH-u lil�GlNu.lS.LVC MANUFACTURERTS CERTIFICATE OF COMPLIANCE IS REQUIRED. NOTED ON SHEAR WIND SCHEDULE. ALL PANEL EDGES SHALL BE BLOCKED. FLOOR .J015T5 RUN AVON,C01A)RADU d. PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH 6. FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN OA PERPENDICULAR TO THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH K. PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED. SEGTIOrI A-A FOUNDATION WALL cavrr.FNCrR AS BRACING, STIFFENING, MEMBER LOCATIONS AND PROPER MPL ICAT ION OF STEEL ERECT ION STANDARDS AND TO WITHSTAND ALL CONSTRUCT ION AND/OR LATERAL 7. INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCL IPS, TONGUE AND ry AT 51MILAR JUXINE ENIGINUALNG,lNC JOINT DETAILS AT EACH CONNECTION. LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS. L4X4X318 WITH VAH,C(u.ORADO e. VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS ANND DECKS ARE IN PLACE 3/4" m EPDXY ° 2Xb TREATED PLATE SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND SECTION " WITH 1/2" 4P ANCHOR H. PREFABRICATED WOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND �_ ANCHOR AT 2-O 8" MANUFACTURER'S CERTIFIED MILL TEST REPORTS. L. STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP SHALL BE LPI-JOIST A5 MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. BOLT PER SHEAR WALL f. PER 100 IC VERIFICATION OF HIGH STRENGTH BOLTS. NUTS AND WASHERS FOR Z SCHEDULE PROJF(,'T NUMBER: 6285 CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED DRAWING TIME FOR MY REVISIONS TO ERECTION DRAWINGS NOR FOR ANY REVISIONS ALTERNATES SHALL BE REVIEWED BY THE ENGINEER. TO BE CONSIDERED, 3/4" = I'-O" � �I Its AT L'-b" VERTICAL CONSTRUCTION DOCUMENTS AND MAIAIFECIFIED I CERTIFICATE OF TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS. ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING, SHEAR AND DEFLECTION _ 05 AT I'-b X _1 L ° AND HORIZONTAL EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS. WEB BLOCKING 1 112" CONCRETE O ° COMPLIANCE• g NON-SHRINK GROUT AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER. TOPPING 1 b" ISSUE REVISION D1'1I'E' g. PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH 1 3/4" X 12" LVL RIM +t (xxx'-xx") RE: PLAN STRENGTH BOLTS. A. NON-SHRINK GROUT SHALT_ BE PROVIDED_ I. LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS BOARD AT DECKS 1. BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS. CAPACITIES-. FB = 2800 PSI. E = 2,000.000 PSI. FC - 750 PSI. FV = 285 PSI. BUILT UP FLOOR SHEATHING TOP OF 10 CONS'J'DC}(: 1Q2�U4 1. DETER THE THAT 1S IN REQUIREMENTS THE SPECIAL ITS, TOR SHALL 2. BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS 11/2" STONE AND GROUT GRAWIFL.L. DETERMINE THAT THE REOJFREMENTS FOR BOLTS, NUTS, WASHERS AND SUPPORTS RECOMMENDATIONS- CONTRACTOR SHALL HAVE THE OPTION OF USING 3 1/2' OR OVER 1 112" CONCRETE RE: PLAN BAGKIFLL �FINALCONST 01.03.05 PAINT. BOLTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH 3, GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH 5 1/4* WIDE MEMBERS. ON 3/4" T4& • STANDARDS ARE MET, FOR JOINTS REQUIRED TO BE TIGHTENED ONLY OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE. PLYWOOD DECK QYI.AN RHVJ I O TO THE SNUG-T IGHT COND IT ION, THE SPEC IAL INSPECTOR NEED ONLY J. PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS SLOPE PLYWOOD •- I CORRI:CI70NS U4.f)7.I3s VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAM TOGETHER _ Ir 14, MOOD REQUIREMENTS AND/OR LOADS NOTED ON DRAWINGS. SHOP DRAWINGS SHALL I/4"/FT. . _ - . .. O � ' IV _ AND PROPERLY SNUGGED. INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER. PROVIDE OA (2)-N5 GOUT. ®ADDENDUM 5 05.16.05 ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR. LARCH, GRADED BY BRIDGING AND BLOCKING PER MANUFACTURER'S RECOMMENDATIONS UNLESS ° 4. FOUNDATIONS WESTERN W000 PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING OTHERWISE NOTED. PROv10E CONSTRUCT NON BRACING AS REQUIRED ERECTION NOTE: A OODE AS FOLLOWS: CENTER WALL STUDS CINDER CENTER OF TRUSS LOCAT IONS. A, MAXIMUM SOIL DESIGN PRESSURE 4000 PSF - 1n� RE: PLAN B. CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO. 02-057 2" THICK - 4' TO 6" WIDE (WALL STUD ONLY) STUD Fb = 7DD PSI 11. NON-STRUCTURAL ELEMENTS BY KOECHLEIN CONSULTING ENGINEERS DATED JULY 8, 2004. 2" TO 4' THICK - 6" AND WIDER NO. 2 Fb = 900 PSI 5' THICK - 5" AND WIDER NO. 1 Fb = 1350 PSI A. ELEMENTS SUCH AS NON-BEARING PARTITIONS, ETC. ATTACHED TO AND/OR C�' f O 1� 2 C. ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED. EXACT BEARING NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPETITVE USES PRIOR TO SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND FLOOR JOIST ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY ALLOWABLE STRESS INCREASES. OTHER STRUCTURAL MOVEMENTS. DECK J015T RE: PLAN CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS R(_, PLAN 3/4" = 1'-0' SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE. B. WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND B. FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET I-JOIST BLOCKING NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER), ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE 2X4 BEVELED AT 2'-0" D. ALL FOOTINGS ARE TO BE PLACED ON FIRM, UNDISTURBED, NATURAL SOIL OR ARCHITECTURAL DRAWINGS. STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED SLEEPERS PROPERLY COMPACTED BAGKFILL. APPROVED BY THE SOILS ENGINEER. BAGKFILL C. TREATED SILL PLATE LUMBER MAY BE HEM-FIR, STRUCTURAL fl GRADE. UNRESTRAINED UNLESS NOTED OTHERWISE. AT V-4" 5IMPSON A35 CLIP ¢ COLUMN AND PAD SHALL BE COMPACTED TO 95t (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM SIMPSON U HANGER PER SHEAR WALL 0. PROVIDE METAL CROSS BRIDGING NOT OVER 8" ON CENTER FOR ALL 2X WDOD JOISTS. 12. GENERAL SCHEDULE D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE SOLID BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS WITH Ibd COMMON ENCOUNTERED REMOVE SOIL AND RECOMPACT WITH APPROVED FILL (RE: SOIL IS REQUIRED. A. ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS. NAILS TO LEDGER 2Xb EXTERIOR WALL I I REPORT FOR DESCRIPTION OF BEARING SOIL). AND RIM WITH SHEATHING PER STEEL COLUMN RE: PLAN I I E. FASTEN ALL WOOD MEMBERS WITH CWdON NAILS ACCORDING TO THE IBC SCHEDULE B. VERIFY ALL OPENINGS THROUGH FLOORS. ROOF AND WALLS WITH MECHANICAL AND SHEAR WALL SCHEDULE WITH 3/4" X 10" X 10" BASE I i E. CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 2Xi2 LEDGER WITH „ 1 1 INCH MAXIMUM VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT. REFER TABLE 2304-9.1 UNLESS NOTED OTHERWISE. ELECTRICAL CONTRACTORS. VERIFICATION F ICAT ION OF LOCATIONS. SIZES, LINTELS AND PLATE WITH (4)-I/2" X 10 REQUIRED CONNECTIONS ARE CONTRACTOR'S COMPLETE RESPONSIBILITY, (4)-Ibd NAILS AT 8" ANCHOR BOLT AND MINIMUM I I 1 TO SOILS REPORT FOR BACKF iLL MATERIAL. TO 1 3/4" LVL RIM BOARD l I F. LAMINATED BEAMS 1" SHIM AND NON-SHRINK 6R.OlJT I I I F. NO BACKFILLING SHHALL BE PUKED AGAINST COMER LEVEL WALLS UNTIL THE LOWER 1. ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 C. PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER SECTION LEVEL FLOOR NG MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED. PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB. ALL SIZES SHOWN ITEMS TO BE ATTACHED TO THE STRUCTURE, ENGINEER'S APPROVAL OF CONNECTIONS LEVELEFL SLABS SHALL BE PROPERLY CURED. ARE NET. AND SUPPPORTS SHALL BE OBTAINED. UNLESS SPECIFICALLY DETAILED ON A I A 2. LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ARCHITECTURAL AND STRUCTURAL DRAWINGS, RESPECTIVE SUBCONTRACTOR 3/4" = 1'-0" 1 G. CENTER ALL FOOTINGS UNDER WHILLS, COLUMNS 01R GRID LINES WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF SHALL FURNISH ALL HANGERS, CONNECT IONS, ETC., REQUIRED FOR INSTALLATION OF 3/Ib I I STRUCTURAL GLUE LAMINATED TIMBER, LATEST EDITION AS PUBLISHED BY AiTC. HIS ITEMS. A UNLESS NOTED OTHERWISE ON PLANS. I I I 3. PROVIDE UNITS CONFORMING TO AITC CONTINUOUS 117, 24FV8, D.F. FOR CO MEMBERS AND CANTILEVERS AND 24FV4, D.F. FOR SIMPLE SUPPORT MEMBERS- D. PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL, 1 1 H. CONTRACTOR TO PROM TAE, AT H 15 EXPENSE, F HELD DE1N51TY TESTS ON COMPACTED BUILDING#5 MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH LOP SURFACE CLEARLY MECHANICAL. ELECTRICAL AND STRUCTURAL DRAWINGS. MISCELLANEOUS EMBEDDED RE: PLAN / � �.*•' •�� FILL UNDER FOOTINGS AND INTERIOR SLABS-ON-GRADE. STAMPED ON EACH MEMBER. ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED I I J BY CONCRETE CONTRACTOR- STEEL SHALL FULFILL ASTM A36. TOP OF ' I I �••••Q Ci NERAI.NOTFS&DTTATIS 1. NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY G, PLYWOOD DECK AND/OR ORIENTED STRAND BOARD. FOOTI INNS BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL DR CONCRETE. 1. PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING- APPLICATION SHALL E. PROVIDE ASPHALT IC MAST IC-COAT LNG ON ALL STEEL AND YAD00 EXPOSED TO EARTH. LLI .rh BE IN ACCORDANCE WITH RECOMMENDATIONS OF THE AMERICAN PLYWOOD F. SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL i • •° - " O 5. SLAB ON GRADE ASSOCIATION. A. THE PREPARATION OF THE SUBGRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT 2. EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE-TRADEMARK OF THE STEEL. THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW ° °a •+ +�-11 AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR. ° ¢ - d P` 51 . 05 ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE. THE � - a U.S. PRODUCTS STANDARD PSI, LATEST EDITION FOR PLYWJOD. ALL PANELS Q & • d CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SI16(�tADE PREPARATION MUNICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE G. WATERPROOFING, VAPOR BARRIERS, WATERSTOP, ETC., SHALL BE AS SHOWN ON THE -� 14 REQUIREMENTS TO THE GEOTECHNICAL ENGINEER. WEATHER SHALL BE OF THE EXTERIOR TYPE. ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS. V a °• e. MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING CONNECTED 3. FOR FLOORING USE 3/4" TAC STURD- I-FLOOR SHEATHING GLUED AND NAILED II_1 I I RE: PLAN TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTIURE. ISOLATION WITH IOD NAILS AT 6" ON CENTER ALONG PANEL EDGES AND AT 12" ALONG H. ALL MASONRY AND STONE VENEERS SHALL BE ATTACHED TO INTERIOR AND EXTERIOR _ _ INTERMEDIATE SUPPORTS. WALLS AS SPECIFIED IN SECTION 1405. OF THE INTERNATIONAL BUILDING COPE. DETAILS FOR PARTITION WALLS, BASEBOARDS, PIPING AND OTHER ITEMS MAY BE 4. FOR ROOF USE 5/8" (40/20 SPAN RATING) EXPOSURE I SHEATd ING NAILED REINFORGEM NT REQUIRED. REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE WITH HOD NAILS AT a" ON CENTER ALONG PANEL EDGES MD AT 12" ALONG I. ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND RE= PLAN RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH INTERMEDIATE SUPPORTS. ARCHITECTUIRAL DRAWINGS. C O l y THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE. I