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West Day Subdivision Lot 3 Building 7 (6)
W U H w ° ®� ®,, - to wo Q Ao � H � Symbol Key 0 ® Keypad Ca V INS Flu ® Doorswitch ® 0 oEac W o Motion detector Q ® ® �✓ ® Low temperature detector V z z ® Water detector O�, W O O Smoke detector I O O o Sounder ® O O "` Vr o Heat detector O O O Alarm panel ® OP, o e- ® O Speaker — 8 " �. Speaker — 6 . 5" qm, Speaker — Outdoor FAYILY KooM �� O� o 1160 IoM 1311" ROOM Q6.5 q . Speaker — Prewire only O ® Speaker — with back box OPr Ila 3 BEDR0011 2 Mi1SlER BEDROOM 66. TV — type O Crestron TPS 2000 touchpanel ®° ®° &5 ®,.P O&s c Crestron TPS 4000 touch panel (@P., ® 9 IE o Crestron music keypad � � g © IPod docking tation O"1 P°' -LocoU ' � $ f@l 9 0,. so �., Stereo keypad /volume control prewire SIO P P 0 ® Stereo head end — equipment location BON p per, PW AMR A O Q. LCD /plasma location with special wire I O ® Doorbox intercom o ® O O&, _ 8 �. Doorbox w/ keyless entry O °TM 0 N Phone jack �P" O .� �, —Lxatknt O IOU 0 i TV jack ( Includes phone wire) ° � uP �� Q60 (@e.s ® � �.., Panasonic systemn corded phone O I j �'� Panasonic systemn corless phone ® w z MAW orRY POWDER ® P• © Camera ., ° ,,,,/nrfbmdf BNFiYfFASF IaooM „® � o � annl a o Panel Lora M „S,. �. d EM o Crestron — Thermostat ❑ ® Crestron — Humidistat O WH i OP- Q, Crestron — temperature sensor ® ®3 Crestron — temperature/humidity sensor V . : . . . . : : : . :. . .. .. .. . . . ❑ \L ®� Window treatment Prewire ( LV) ENIV PORCH Sq CLOSET 11 1 t 11 IT N LOWER LEVEL LOW VOLTAGE PLAN UPPER LEVEL LOW VOLTAGE PLAN MAIN LEVEL LOW VOLTAGE PLAN i UN--i- 3 sErs � sir-m P/s� 4 � Notes . Locations of THul Electronics devices , cameras and wiring are approximate pending site visit with SCALE None owner Based on plan set produced by 4240 Architecture Unit 4 ALARM, MUSIC AND Speakers will be wired to the family room TV location COMMUNICATIONS w,,. 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DRAWING TITLE DATE Now JOHNSON Cover 05.16.05 16 L-1 Layout and Materials - Buildings 1 - 4 05.16.05 16 S3,2 Foundation & Framing Details 05.16.05 16 A141 Building 4 - Garage Level Plan 05.16.05 16 G001 Index of Drawings 05.16.05 16 L-2 Layout and Materials - Buildings 5 - 8 05.16.05 16 S33 Foundation & Framing Details 05.16.05 16 A142 Building 4 - Plaza Level Plan 05.16.05 16 G002 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 Drawings 05.16.05 16 L-3.2 Construction Details 05.16.05 16 54.11 Building 1 - Details 05.16.05 16 A144 Building 4 - Roof Plan 05.16.05 16 L-33 Construction Details 05.16.05 16 54.12 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 L4 Planting Plan - Buildings 1 - 4 05.16.05 16 A146 Building 4 - Plaza Level Reflected Ceiling Plan 05.16.05 16 L-5 Planting Plan - Buildings 5 - 8 05.16.05 16 54,21 Building 2 - Details 05.16.05 16 A147 Building 4 - Upper Level Reflected Ceiling Plan 05.16.05 16 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 AS002 Architectural Site Plan - Plaza Level 05.16.05 16 L-7 Irrigation Plan - Buildings 1 - 4 05.16.05 16 A151 Building 5 - Garage Level Plan 05.16.05 16 r , AS003 Architectural Site Plan - Roof Level 05.16.05 16 L 8 Irrigation Plan - Buildings 5 8 05.16.05 16 S4.31 Building 3 - Details 05.16.05 16 A152 Building 5 - Plana Level Plan 05.16.05 16 Z I� L-9 Irrigation Details 05.16.05 16 S4,32 Building 3 - Details 05.16.05 16 A153 Building 5 - Upper Level Phan 05.16.05 16 w Q 11001 Code Analysis & Building Summary 05.16.05 16 A154 Buildig 5 - Roof Plan 05.16.05 16 a R002 Code Analysis & Building Summary 05.16.05 16 S4A1 Building 4 - Details 05.16.05 16 A155 Building 5 - Garage Level Reflected Ceiling Plan 05.16.05 16 A 004 4114 R003 Concealed Spaces Design & Construction Tools 05.16.05 16 STRUCTURAL S4.42 Building 4 - Details 05.16.05 16 A156 Building 5 - Plaza Level Reflected Ceiling Plan 05.16.05 16 Q A157 Building 5 - Upper Level Reflected Ceiling Plan 05.16.05 16 (.., R101 Code Reference Plan - Garage Level - Buildings 1 thru 4 05.16.05 16 ISSUE S4.51 Building 5 - Details 05.16.05 16 w 8102 Code Reference Plan - Garage Level - Buildings 5 thN 8 05.16.05 16 DWG, DRAWING TITLE DATE No. 54.52 Building 5 - Details 05.16.05 16 A161 Building 6 - Garage Level Plan 05.16.05 16 i y p j R103 Code Reference Plan - Plaza Level - Buildings 1 In 4 05.16.05 16 S1 .0 Marriott Parldng Alteration 07.15.04 01 A162 Building 6 - Plana Level Plan 05.16.05 16 W 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 w Q n R105 Code Reference Plan - Upper Level - Buildings 1 Oyu 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 thru 8 05.16.05 16 A165 Building 6 - Garage Level Reflected Ceiling Plan 05.16.05 16 �/ �r R107 Code Reference 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 Iflected Ceiling Plan 05.16.05 16 run, R108 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 V Z S1 .03 Building 3 - General Notes and Foundation Details 05.16.05 16 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 r, 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 - Plana Level Plan 05.16.05 16 O 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 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 CIVIL A176 Building 7 - Plana Level Reflected Ceimp Plan 05.16.05 16 S1 .10 Building 1 - Garage Level Foundation and Framig Plan 05.16.05 16 A177 Building 7 - Upper Level Reflected Ceiling Plan 05.16.05 16 ISSUE 51 .11 Building 1 - Main Level Framing Plan 05.16.05 16 °`°`�DH1ffiOPE1 DWG. DRAWING TITLE DATE No. 51 .12 Building 1 - Upper Level Framing Plan 05.16.05 16 A181 Building 8 - Garage Level Plan 05.16.05 16 VAM RESORTS SD01 Su Existing Conditions Ma 01 .03.05 5BI6A-10A111 S1 .13 Building 1 - Roof Framing Plan 05.16.05 16 A182 Building 8 - Plaza Level Plan 05.16.05 16 Survey ng p , DEVELOPMENT A183 Building 8 - Upper Level Plan 05.16.05 16 COMPANY C000 Cover Sheet 05.16.05 16 S1 .20 Building 2 - Garage Level Foundation and Framing Plan 05.16.05 16 A184 Building 8 - Roof Plan 05.16.05 16 AVON, COLORADO C001 Existing 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 „RCBrfEC.OF RECORD S1 .22 Building 2 - Upper Level Framing Plan 05.16.05 16 A186 Building 8 - Plana Level Reflected Ceiling Plan 05.16.05 16 Coot overall Grading Plan 05.'6.05 ,6 ARCHITECTURAL C003 Grading and Drainage Plan - Buildings 1 - 4 05.16.05 16 S1 .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 ARCNRECRIRE Coos Tunnel Grading & Drainage Plan & Profile - Buildings 1 - 4 05.16.05 16 51 .30 Building 3 - Garage Level Foundation and Framing Phan 05.16.05 16 DWG. DRAWING TITLE DATE ISSUE No. A201 Tunnel Elevations 05.16.05 16 Dww, Cobr,,o 0006 Tunnel Grading & Drainage Plan & Profile - Buildings 5 - 8 05.16.05 16 S1 .31 Building 3 Main Level Framing Plan 05.16.05 16 A202 Tunnel Elevations 05.16.05 16 MASTER PLANNM C007A Storm Sewer Profiles 05.16.05 16 S1.32 Building 3 - Upper Level Framing Plan 05.16.05 16 A001 Tunnel Plan - Grids 1-10 05.16.05 16 A203 Tunnel Elevations 05.16.05 16 A002 Tunnel Plan Grids 1019 05.16.05 16 DESIGN ARCwrECT S1 .33 Build' 3 - Roof Framing Plan 05.16.05 16 A204 Tunnel Elevations 05.16.05 16 C007B Storm Sewer Profiles 05.16.05 16 � � HART I HOWERTON 0007C Storm Sewer Profiles 05.16.05 16 A003 Tunnel Plan - Grids 19-26 05.16.05 16 NEW YORK,NEW YORK C007D Stoma Sewer Manhole Details 05.16.05 16 S1.40 Building 4 - Garage Level Foundation and Framing Plan 05.16.05 16 A004 Tunnel Plan - Grids 26-36 05.16.05 16 A211 Building 1 - North Elevation 05.16.05 16 A005 Tunnel Reflected Ceiling Plan - Grids 1-10 05.16.05 16 A212 Building 1 - SMUCNBALENGR UM S1 .41 Building 4 - Main Level Framing Plan 05.16.05 16 g Sault Elevation 05.16.05 16 MONROR&NEWELL ENGRi T6L%INC C008 Pedestrian Path Profile - Buildings 1 - 4 05.16.05 16 AVON. COLORADO S1 .42 Building 4 - Upper Level Framing Plan 05.16.05 16 A006 Tunnel Reflected Ceiling Plan - Grids 10.19 05.16.05 16 A213 Building 1 - East Elevation 05.16.05 16 C009 Pedestrian Path Profile - Buildings 5 - 8 05.16.05 16 MECEAMCALELECMCALENGYNEER S1.43 Building 4 - Roof Framing Plan 05.16.05 16 A007 Tunnel Reflected Ceiling Plan - Grids 19-26 05.16.05 16 A214 Building 1 - West Elevation 05.16.05 16 C010 Grading and Drainage Details 05.16.05 16 A006 Tunnel Reflected Ceding Plan - Grids 266 05.16.05 16 ono 0011 Grading and Drainage Details 05.16.05 16 OPAL ENGE.ZEER. MXE E ENCYMERINC•INC S1 .50 Building 5 - Garage Level Foundation and Framing Phan 05.16.05 16 A221 Building 2 - North Elevation 05.16.05 16 YNL•COWRADO C011A Scupper Hole Details 05.16.05 16 j C012 Water and Sewer Plan 05.16.05 16 S1 .51 Building 5 - Main Level Framing Plan 05.16.05 16 A011 Tunnel - Enlarged Floor Plans 05.16.05 16 A222 Building 2 - South Elevation 05.16.05 16 C013 Shallow Utility 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: 209M 00 S1 .53 Building 5 - Roof Framing Plan 05.16.05 16 A101 Buildings 1 thru 4 - Enlarged Plaza Plan 05.16.05 16 A224 Building 2 - West Elevation 05.16.05 16 C014 Water and Sewer Profiles 05.16.05 16 A102 Buildings 5 thru 8 - Enlarged Plaza Plan 05.16.05 16 ISSUE REVISION DATE C015 Water & Sewer Details 05.16.05 16 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 I 04 CONST Doc S1 .61 Build' 6 - Main Level Framing Plan 05.16.05 16 A111 Building 1 - Garage Level Plan 05.16.05 16 A232 Building 3 - South Elevation 05.16.05 16 C017 Overall Sub-Drain Plan 05.16.05 16 � � FOR PERMIT 07.23.04 S1 .62 Building 6 - Upper Level Framing Plan 05.16.05 16 A112 Building 1 - Plaza Level Plan 05.16.05 16 A233 Building 3 - East Elevation 05.16.05 16 0016 Sub-Drain Plans - Buildings 1 - 3 05.16.05 16 05/06 CONST DOC 08.13.04 A113 Building 1 - U Level Plan 05.16.05 16 C019 Sub-Drain Plans - Buildings 4 - 6 05.16.05 16 S1.63 Building 6 Roof Framing Plan 05.16.05 16 9 Roof A234 Building 3 - West Elevation 05.16.05 16 07 BIDG. 2/CONST. 09.02.04 A114 Building 1 - Roof Plan 05.16.05 16 i CO20 Sub-Drain Plans - Buildings 6 - 8 05.16.05 16 A115 Building 1 - Garage Level Reflected Ceiling Plan 05.16.05 16 SA 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 n9 A241 Building 4 - North Elevation 05.16.05 16 S1 .71 Building 7 - Main Level Framing Plan 05.16.05 16 A116 Building 1 - Plaza Level Reflected Ceiling Plan 05.16.05 16 A242 Building 4 - South Elevation 05.16.05 16 08 BLDG. 3/CONST. 0924.04 CO22 Roof Drain Plan - Buildings 4 - 6 05.16.05 16 A117 Building 1 - U Level Reflected Ceiling Plan 05.16.05 16 CO23 Roof Drain Plan - Buildings 6 - 8 05.16.05 16 S1 .72 Building - U Level Framing Plan 05.16.05 16 PP& A243 Building 4 - East Elevation 05.16.05 16 n9 PPS m9 09 BLDG. a/coNSr. 10.11.04 CO24 Erosion & Sediment Control Plan 05.16.05 16 S1 .73 Building 7 - Roof Framing Plan 05.16.05 16 A244 Building 4 - West Elevation 05.16.05 16 A121 Building 2 - Garage Level Plan 05.16.05 16 to BLDG. 5/CONST. 10.25.04 S1 .80 Building 8 Garage Level Foundation and Framing Plan 05.16.05 16 A122 Building 2 - Plaza Level Plan 05.16.05 16 A251 Building 5 - North Elevation 05.16.05 16 5B FINAL CONST 01.03.05 MR1 Marriott Drive & Utility Cover 07.12.04 Ot A123 Building 2 - U Level Plan 05.16.05 16 6A/7A/8A W10A/11 MR2 Drive & Utility Plans & Profiles 07.12.04 01 S1 .81 Building 8 - Main Level Framing Phan 05.16.05 16 PPS A252 Building 5 - South Elevation 05.16.05 16 I A124 Building 2 - Roof Plan 05.16.05 16 A253 Building 5 - East Elevation 05.16.05 16 FINAL CONST 01.03.05 MR3 Drive & Utility Details 07.12.04 01 S1 .82 Building 8 Upper Level Framing Plan 05.16.05 16 ►g S1.83 Building 8 - Roof Framing Plan 05.16.05 16 A125 Building 2 - Garage Level Reflected Ceiling Plan 05.16.05 16 A254 Building 5 - West Elevation 05.16.05 16 12 ADDENDUM 1 01.12.05 A126 Building 2 - Plana Level Reflected Ceiling Plan 05.16.05 16 ! MX001 Mass Excavation Cover Sheet 07.12.04 01 13 ADDENDUM 2 01.19.05 S2.10 Tunnel Foundation Plan - Buildings 1 & 2 05.16.05 16 A127 Building 2 - Upper Level Reflected Ceiling Plan 05.16.05 16 A261 Building 6 - North Elevation 05.16.05 16 MX002 Mass Excavation Existing Conditions 07.12.04 01 la ADDENDUM 3 01.28.05 MX003 Mass Excavation Plan & Profiles 07.12.04 01 S2.11 Tunnel Framing Plan - Buildings 1 & 2 05.16.05 16 A262 Building 6 - South Elevation 05.16.05 16 M)= Mass Excavation Plan & Profiles 07.12.04 01 A131 Building 3 - Garage Level Phan 05.16.05 16 AM Building 6 - East Elevation 05.16.05 16 is ADDENDUM a 04.29.05 MX004A Mass Excavation Plan & Profiles 07.12.04 01 S2.20 Tunnel Foundation Plan - Buildings 3 & 4 05.16.05 16 A132 Building 3 - Plaza Level Plan 05.16.05 16 A264 Building 6 - West Elevation 05.16.05 16 16 ADDENDUM 5 05.16.05 a S221 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 3 - Roof Plan 05.16.05 16 A271 Building 7 - North Elevation 05.16.05 16 Mxoos Mass Excavation Details 07.12.04 01 A135 Building 3 - Garage Level Reflected Ceiling Plan 05.16.05 16 INDEX S2.30 Tunnel Foundation Plan - Buildings 5 & 6 05.16.05 16 A272 Building 7 - South Elevation 05.16.05 16 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 Budding 7 - East Elevation 05.16.05 16 O 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 S2A1 Tunnel Framing Plan - Buildings 7 & 8 05.16.05 16 A281 Building 8 - North Elevation 05.16.05 16 i A282 Building 8 - South Elevation 05.16.05 16 S3.0 Foundation & Framing Details 05.16.05 16 A283 Building 8 - East Elevation 05.16.05 16 GOOM S3.1 Foundation & Framing Details 05.16.05 16 A284 Building 8 West Elevation 05.16.05 16 I L_ - 1 ARCHITECTURAL (CON'T. ) ARCHITECTURAL (CON'T.) MECHANICAL (CON'T.) PLUMBING (CON'T. ) ! !© 2004 4240 ARCHITECTURE, INC.fif co, ISSUE ISSUE ISSUE ISSUE °o DWG. DRAWING TITLE DATE No. DWG, DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No, DWG. DRAWING TITLE DATE No. E. RANDAL A301 Tunnel Section 05.16.05 16 A511 Residences Details 05.16.05 16 M1 .5A Build' 5 - Crawls Mechanical Plan 05.16.05 16 P1 .8A Building 8 - Crawl Plumbing Phan 05.16.05 16 JOHNSON i Waterproofing n9 � 9 � n9 , � 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 lid, A303 Tunnel Section 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 A304 Tunnel Section 05.16.05 16 A521 Residences - Enlarged Floor Plans 05.16.05 16 M1 ,5D Building 5 - Upper Lend Mechanical Phan 05.16.05 16 P1 ,8D Building 8 - Upper Level Plumbing Plan 05.16.05 16 AM 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 d„n A311 Building 1 - Section 05.16.05 16 A532 Residences - Details 05.16.05 16 M1 .6C Building 6 - Plaza Level Mechanical Plan 05.16.05 16 P23 Residences - Plumbing Details 05.16.05 Ili 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 V 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 H 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 ^ 0 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 P32C Tunnel Plumbing Plan #3 05.16.05 16 w A537 Residences - Details 05.16.05 16 M1 .7C Building 7 - Plaza Level Mechanical Plan 05.16.05 16 P32D Tunnel Plumbing Plan #4 05.16.05 16 A A321 Building 2 - Section 05.16.05 16 M1 .7D Building 7 - Upper level Mechanical Plan 05.16.05 16 Q p A322 Building 2 - Section 05.16.05 16 A551 Tunnel & Residences - Firestopping Details 05.16.05 16 H A323 Building 2 - Section 05.16.05 16 A552 Tunnel & Residences - Firest0pping Details 05.16.05 16 M1 .8A Building 8 Crawl Space Mechanical Plan 05.16.05 16 w �'' A324 Building 2 - Section 05.16.05 16 A553 Tunnel & Residences - Fimstopping Details 05.16.05 16 M1 .813 Building 8 - Garage Level Mechanical Plan 05.16.05 16 F� A325 Building 2 - Section 05.16.05 16 M1 .8C Building 8 - Plaza Level Mechanical Plan 05.16.05 16 W V A601 Tunnel - Wall Types 0516.05 16 M1 .81) Building 8 - Upper Level Mechanical Plan 05.16.05 16 ! w Q A331 Building 3 - Section 05.16.05 16 A611 Residences - Wall Types 05.16.05 16 w W e 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 r ' A334 Building 3 - Section 05.16.05 16 A702 Tunnel - Door Elevations & Details 05.16.05 16 M2.3 Residences - Medanical Details 05.16.05 16 V Z A335 Building 3 - Section 05.16.05 16 M2.31 Residences - Mechanical Details, Alternate #14 (Deleted) 01 .12.05 12 w 0 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 A712 Residences - Door Details 05.16.05 16 M2.41 Residences - Piping Schematics, ABemate #14 (Deleted) 01 .12.05 12 ELECTRICAL i O A341 Building 4 - Section 05.16.05 16 M2.5 Snowmelt Details 05.16.05 16 ISSUE t+� A342 Building 4 - Section 05.16.05 16 A721 Tunnel - Room Finish Schedule 05.16.05 16 M2.6 Altemate No.8 - Supplemental Heat (Deleted) 01 .03.05 s4-10N11 DWG. DRAWING TITLE DATE No. A343 Building 4 - Section 05.16.05 16 I 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 E0.1 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 & Paneards Tunnel 05.16.05 16 A751 Residences - Unit A Window Elevations 05.16.05 16 M3.213 Tunnel Detail Mechanical Plan #2 05.16.05 16 D� ffi°R/DR" � 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 E0.1 Building 1 - Electrical Legend & Schedules 05.16.05 16 VAIL RESORTS 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 E02 Building 1 - Electrical Singleline l & Parheboards 05.16.05 16 A353 Building 5 - Section 05.16.05 16 E1 .1 Building 1 - Electrical Power Plans 05.16.05 16 DEVELOPMENT E12 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 ARCHR73C[OF RECORD A356 Building 5 - Section 05.16.05 16 m j E . 2 Building - Electrical Schedules 05.16.05 16 A811 Residences - Stair Plans & Sections 05.16.05 16 E0.22 Building 2 - Electrical Singleline & Panelboards 05.16.05 16 OAF , A361 Building 6 - Section 05.16.05 16 A812 Residences - Stair Plans & Sections 05.16.05 16 E1 .11 Building 2 - Electrical Power Plans 05.16.05 16 E1 .22 Building 2 - Electrical Lighting Plans 05.16.05 16 AR A362 Building 6 - Section 05.16.05 16 Colorado A363 Building 6 - Section 05.16.05 16 A901 Dumbwaiter - Plants, Sections, Elevations & Details 05.16.05 16 PLUMBING A364 Building 6 Section 05.16.05 16 E0.13 Building 3 - Electrical Legend & Schedules 05.16.05 16 MAC PL�� A365 Building 6 Section 05.16.05 16 A905 Fireplace - Plans, Elevations, Sections & Details 05.16.05 16 ISSUE E0.23 Bui�ding 3 - Electrical Singleline & Schedules 05.16.05 16 DESIGN AA°DTRC' E1 .13 Building 3 - Electrical Power Plans 05.16.05 16 HART IY RHOWERTON A366 Building 6 - Section 05.16.05 16 ' DWG. DRAWING TITLE DATE No. E123 Building 3 - Electrical Lighting Plants 05.16.05 16 P1 .1A Building 1 - Crawl Space Plumbing Plan 05.16.05 16 SMCTURM.ENGUQMRR A371 Building 7 - Section 05.16.05 16 MONROR&NEWELLENGRHMRS,LNC P1 .1B Building 1 - Garage Level Plumbing Plan 05.16.05 16 E0.14 Building 4 - Electrical Legend & Schedules 05.16.05 16 AVON,COLORADO A372 Building 7 - Section 05.16.05 16 � �W_ �� A373 Build' 7 - Section 05.16.05 16 P1 .1 C Building 1 - Plaza Level Plumbing Plan 05.16.05 16 E0.24 Building 4 - Electrical Singlelne & Schedules 05.16.05 16 «•_WE 6NG>NIfl3R%Lux 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 AVON,COLORADO A375 Building 7 serorh 05.16.05 16 MECHANICAL E1 .24 Building 4 - Electrical Lighting Plans 05.16.05 16 AL���OLO.LNO ISSUE P1 .2A Building 2 - Crawl Space Plumbing Plan 05.16.05 16 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. PROJECT NUMBER 20900.00 Building 8 Section Building 16 P1 .2C Building 2 - Plaza Level Plumbing Plan 05.16.05 16 E0.25 Building 5 - Electrical Singlelie & Schedules 05.16.05 16 A362 AM Building 8 - Section 05.16.05 16 M0.1 Mechanical Notes & Legends 05.16.05 16 P1 2D Building 2 - Upper Level Plumbing Plan 05.16.05 16 E1 .15 Building 5 - Electrical Power Plans 05.16.05 16 ISSUE REVISION DATE M02 Mechanical Schedule - Tunnel 05.16.05 16 E1 .25 Building 5 - Electrical Lighting Plans 05.16.05 16 '•. A384 Building 8 - Section 05.16.05 16 04 CONST DM A385 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 A386 Building 8 - Section 05.16.05 16 M0.31 Mechanical Schedule - Altemate #14 (Deleted) 01.12.05 12 P1 .3B Building 3 - Garage Level Plumbing Phan 05.16.05 16 E0.16 Building 6 - Electrical Legend & Schedules 05.16.05 16 FOR PERMIT 07.23.04 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 A401 Tunnel - Wall Sections 05.16.05 16 M1 .1A Building 1 - Crawl Space Mechanical Plan 05.16.05 16 P1 .31) Building 3 - Upper Level Plumbing Plan 05.16.05 16 E1 .16 Building 6 - Electrical Power Plans 05.16.05 16 07 BLDG. 2/CONST. 09.02.04 M02 Tunnel - Wall Sections 05.16.05 16 M1 .1 B Building 1 - Garage Level Mechanical Plan 05.16.05 16 E1 .26 Building 6 - Electrical Lighting Plans 05.16.05 16 5A IUNNEL REV. 09.10.04 M11C Building 1 - Plaza Level Mechanical Plan 05.16.05 16 P1 .4A Building 4 - Crawl Space Plumbing Plan 05.16.05 16 I I BI 09.24.04 ,DG. 3/CONST. A411 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 08 A412 Residences - Wall Sections 05.16.05 16 P1 .4C Building 4 - Plaza Level Plumbing Plan 05.16.05 16 E0.27 Building 7 - Electrical Singleline & Schedules 05.16.05 16 09 BLDG. 4/C0NST. 10.11.04 M13 Residences - Wall Sections 05.16.05 16 M1.11A Building 1 - Crawl Space Mechanical Plan - Alternate #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 10 BLDG. 5/CONST. 10.25.04 A414 Residences - Wall Sections 05.16.05 16 M1,11113 Building 1 - Garage Level Mechanical Plan - Alternate #14 (Deleted) 01.19.05 13 E127 Building 7 - Electrical Lighting Plans 05.16.05 16 5B FINAL CONST 01.03.05 A415 Residences Wall Sections 05.16.05 16 M1 .11 C 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/8A/9A/10A/11 M1 .11 D Building 1 - Upper Level Mechanical Plan - Alternate #14 (Deleted) 01.19.05 13 P1 .5B Building 5 - Garage Level Plumbing Plan 05.16.05 16 E0.18 Building 8 - Electrical Legend & Schedules 05.16.05 16 A416 Residences - Wall Sections 05.16,05 16 P1 .5C Building 5 - Plaza Level Plumbing Plan 05.16.05 16 E0.28 Building 8 - Electrical Singleline & Schedules 05.16.05 16 FINAL CONST 01.03.05 ! M17 Residences - Wall Sections 05.16.05 16 12 ADDENDUM 1 01.12.05 M18 Residences - Wall Sections 05.16.05 16 M12A 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 M1.213 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 A500 Tunnel - Enlarged Details 05.16.05 16 MIX 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 i A501 Tunnel Enlarged Details 05.16.05 16 M1.2D Building 2 - Upper Level Mechanical Plan 05.16.05 16 P1.6B 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 0429.05 P1 .6C Building 6 - Plaza Level Plumbing Plan 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 A503 Tunnel - Enlarged Details 05.16.05 16 M1 .3A Building 3 - Crawl Space Mechanical Plan 05.16.05 16 P1 .61) Building 6 - Upper Level Plumbing Plan 05.16.05 16 ES1 .3 Electrical Site Plan - Units 5 & 6 05.16.05 16 A504 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 Electrical Site Plan - Landscape 05.16.05 16 ; INDEX a M1.3D Building 3 - Upper Level Mechanical Plan 05.16.05 16 P1 .7B Building 7 - Garage Level Plumbing Plan 05.16.05 16 A505 Typical Waterproofing Details 05.16.05 16 PVC Building 7 - Plaza Level Plumbing Plan 05.16.05 16 F A506 Tunnel - Waterproofing Details 05.16.05 16 ! DRAWINGS A507 Tunnel - Wabeproofrhg Details 05.16.05 16 M1.4A Building 4 - Crawl Space Medharhical Plan 05.16.05 16 P1 .7D Building 7 - Upper Level Plumbing Plan 05.16.05 16 A508 Tunnel - Waterrproofig Details 05.16.05 16 M1 .4B Building 4 - Garage Level Mechanical Plan 05.16.05 16 A509 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 1B M1 .4D Building 4 - Upper Level Mechanical Plan 05.16.05 16 G002 © 2004 42140 ARCHITECTURE, INC. FIRE ALARWROTECTION FIRE ALARM/PROTECTION INTERIORS ISSUE ISSUE ISSUE Of CO(p9 DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No. E. RANDAL FA000 Tunnel - Fire Alarm Cater Sheet 05.16.05 16 FA160 Budding 6 - Fee Alarm Cover Sheet 05.16.05 16 ID1 .01 Lower Level Unit A&B Floor Fuush Plan 05.16.05 16 JOHNSON FA001 Tunnel - Fee Alarm Grid 1 through 10 05.16.05 16 FA161 Building 6 - Fire Alarm Garage Level 05.16.05 16 ID1 .02 Main Level Unit A&B Floor Finish Plan 05.16.05 16 FA002 Tunnel - Fire Hamm Grid 10 through 19 05.16.05 16 FA162 Building 6 - Fie Alain Plaza Level 05.16.05 16 ID1.03 Upper Level Unit A&B Floor Finish Plan 05.16.05 16 tic 1 �v FA003 Tunnel - Fire Alarm Grid 19 through 26 05.16.05 16 FA163 Building 6 - Fire Alarm Upper Level 05.16.05 16 FA004 Tunnel - Fire Hann Grid 26 hough 36 05.16.05 16 FA164 Building 6 - Fie Alarm Crawl Space 05.16.05 16 ID2.01 Unit A Enlarged Plans 05.16.05 16 FA005 Tunnel - Fire Alarm One Line Diagram 05.16.05 16 FA165 Building 6 - Fire Alarm One Line Diagram 05.16.05 16 ID2.02 Unit A Mader Bath Enlarged Plans 05.16.05 16 ID2.03 Unit A Secondary Bath Enlarged Plans 05.16.05 16 FP000 Tunnel - Fire Protection Cover Sheet 05.16.05 16 FP160 Bung 6 - Fie Protection Cover Sheet 05.16.05 16 ID2,04 Unit B Master & Secondary Bath Enlarged Plans 05.16.05 16 �ITa FP001 Tunnel - Fire Protection Grid 18rough 10 05.16.05 16 FP161 Building 6 - Fire Protection Garage Level 05.16.05 16 FP002 Tunnel - Fire Protection Grid 10 8roigh 19 05.16.05 16 FP162 Bulking 6 - Fie Protection Plaza Level 05.16.05 16 ID3.01 Unit A Elevations 05.16.05 16 w 0 FP003 Tunnel ' Fire Protection Grid 19 through 26 05.16.05 16 FP163 Building 6 - Fire Protection Upper Level 05.16.05 16 ID3,02 Unit A Kkhen Elevations 05.16.05 16 FP004 Tunnel - Foe Protection Grid 26 through 36 05.16.05 16 FP164 Building 6 - Fire Protection Crawl Space 05.16.05 16 ID3.03 Unit A Kitchen Elevations 0516.05 16 a FP165 Budding 6 - Fie Protection Attic Space 05.16.05 16 ID3.04 Unit A Master Bath Elevations 05.16.05 16 A FA110 Building 1 - Are Alarm Cover Sheet 05.16.05 16 ID3.05 Unit A Master Bath Elevations 05.16.05 16 Q FA111 Building 1 - Fie Alarm Garage Level 05.16.05 16 FA170 Building 7 - Are Alarm Cover Sheet 05.16.05 16 ID3.06 Unit A Secondary Baum Elevations 05.16.05 16 [..0 FA112 Building 1 - Fire Alarm P Level 05.16.05 16 FA171 Building 7 - Fie Alarm Garage Level 05.16.05 16 ID3,07 unit A Secondary Bath & Laundry Elevations 05.16.05 16 w 0 ed Plaza FA113 Building 1 - Fie Alarm Upper Level 05.16.05 16 FA172 Building 7 - Fie Alarm Plaza Level 05.16.05 16 ID3.08 Unit B Secondary Bath Elevations 05,16.05 16 w "" V O FA114 Bull ft 1 - Are Alarm Crawl Space 05.16.05 16 FA173 Bdit 7 - Fire Alarm Upper Level 05.16.05 16 I03.09 Unit B Secondary Batik Elevations 05.16.05 16 W U FA115 Building 1 - Fire Alarm One Lime Diagram 05.16.05 16 FA174 Building 7 - Fire Alarm Crewl Space 05.16.05 16 w Q rmzh FA175 Building 7 - Fire Alarm One Lime DIV= 05.16.05 16 ID4.01 Details 05.16.05 16 �] FP110 Building 1 - Fire Protection Cover Sheet 05.16.05 16 ID4,02 Details 05.16.05 16 �^�j FP111 Building 1 - Fire Protection Garage Leval 05.16.05 16 FP170 Building 7 - Fire Protection Cover Sheet 05.16.05 16 ID4.03 Details 05.16.05 16 r , V) FP112 Building 1 - Fire Protection Plaza Level 05.16.05 16 FP171 Building 7 - Fire Promotion Garage Level 05.16.05 16 ID4.04 Details 05.16.05 16 V z FP113 Bung 1 - Are Protection Upper Level 05.16.05 16 FP172 Building 7 - Fire Protection Plaza Lave) 05,16.05 16 0 FP114 Budding 1 - Fire Protection Crawl Space 05.16.05 16 FP173 Building 7 - Fire Protection Upper Level 05.11105 16 F�1 m•a FP115 Building ng 1 - Fire Protection Attic Space 05.16.05 16 FP174 Building 7 - Fire Protection Crawl Space 05.16.05 16 O FP175 Building 7 - Fire Protedion Attic Space 05.16.05 16 UPGRADES FA120 Budding 2 - Fire Alarm Cover 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 - Are Alarm Plaza Lend 05.16.05 16 FA181 Budding 8 - Fire Alarm Garage Level 05.16.05 16 DWG. DRAWING TITLE DATE No. -- FA123 Building 2 - Fn Alarm Upper Level 05.16.05 16 FA182 Budding 8 - Firee Alarm Plaza Level 05.11105 16 0001 Mechanical and Electrical Upgrade Schedules 05.16.05 16 FA124 Budding 2 - Fire Alarm Crawl Space 05.16.05 16 FA183 Building 8 - Fire Alarm Upper Level 05.16.05 16 OWNRIUDEVELAPM FA125 Building 2 - Are Alarm One Line Diagram 05.16.05 16 FA184 Budding 8 - Fire Alarm Crawl Space 05.16.05 16 U101 Upgrade - Air Conditioning and Humidification Systern 05.16.05 16 VAIL RESORTS FA185 Building 8 - Fire Alarm One Line Diagram 05.16.05 16 U102 Upgrade - Air Co diliming and Hun idification System 05.16.05 16 DEVELOPMENT FP120 Bui'ld'ing 2 - Fire Protection Cover Sheet 05.16.05 16 COMPANY FP121 Building 2 - Are Protection Garage Level 05.16.05 16 FP180 Budding 8 - Foe Protection Cover Sheet 05.16.05 16 0201 Upgrade - Fan* Room Bar, 4 Bedroom Residence 05.16.05 16 AVON, COLORADO FP122 Budding 2 - Fro Protection Plaza Level 05.16.05 16 FP181 Building 8 - Fire Protection Garage Level 05.16.05 16 L1202 Upgrade - Family Room Bar, 4 Bedroom Residence 05.16.05 16 ARONrr=01FRSCORD FP123 Building 2 - Fire Protection Upper Level 0516.05 16 FP182 Buiidimg 8 - Are Protection Plaza Level 05.16.05 16 FP124 Building 2 - Are Protection Crawl Space 05.16.05 16 FP183 Budding 8 - Fire Protection Upper Level 05.16.05 16 U301 Upgrade - Fan* Room Bar, 5 Bedroom Residence 05.16.05 16 FP125 Budding 2 - Fire Protection Adic Space 05.16.05 16 FP184 Budding 8 - Fire Protection Crawl Space 05.16.05 16 LW2 Upgrade - Family Room Bar, 5 Bedroom Residence 05.16.05 16 FP185 Building 8 - Fire ProleCUon Attic Space 05.16.05 16 U303 Upgrade - Family Room Bar, 5 Bedroom Residence 05.16.05 16 D.m« 'aa rob FA130 Building 3 - Fire Alamo Cover Sheet 05.16.05 16 KASMPLANNM FA131 Building - Fire Alarm Level 05.16.05 16 n9 11401 Upgrade ' Home Theatre, 5 Bedroom Resdarmce 05.16.05 16 DESIGN ARfM[LCf FA132 Budding 3 - Fire Alum Plaza Level 05.16.05 16 U402 FA133 Building 3 - Fie Alarm Upper Level 05.16.05 16 Upgrade " Home Theatre, 5 Bedroom Residence 05.16.05 16 HAItNT I�pN� ON U403 Upgrade - Home Theatre, 5 Bedroom Residence 05.16.05 16 FA134 Budding 3 - Fire Alarm Crawl Space 05.16.05 16 U404 Upgrade - Home Theatre, 5 Bedroom Residence 05.16.05 16 9FRUCTUM ENGINEER. FA135 Budding 3 - Fie Alarm One Lime Diagram 05.16.05 16 xONRDBl 0N,C01 1KAD0 CIS Roc AVON,COLORADO U501 Upgrade ' Hot Tub Spa 05.16.05 16 AlE(M ICALRIBUR ALENGweaR FP130 Budding 3 - Fire Protection Cover Sheet 05.16.05 16 U502 Upgrade - Hot Tub Spa 05.16.05 16 'A� A" FP131 Building 3 - Fire Protection Garage Level 05.16.05 16 MIL ENGD,EEK FP132 Building 3 - Fire Protection Plaza Level 05.16.05 16 U601 Al � INC. Upgrade - Kitchen Range 05.16.05 16 FP133 Budding 3 - Are Protection Upper Level 05.16.05 16 L1602 Upgrade - IOtchen Range 05.16.05 16 FP134 Bung 3 - Fire Protection Crawl Space 05.16.05 16 PROJECT NUMBER: 20900.00 FP135 Building 3 - Fire Protection Attic Space 05.16,05 16 UTOt Upgrade - Ice and Snovmmelt System 05.16.05 16 U702 Upgrade - Ice and Snowmelt System 05.16.05 16 REVISION DATE FA140 Building 4 - Fire Alarm Cover Sheet 05.16.05 16 06 CONST DOc FA141 Building 4 - Fire Alarm Garage Level 05.16.05 16 U801 Upgrade - Master Bath Tub 05.16.05 16 FOR PBRM[T 08.13.04 FA142 Udig 4 - Fee Alarm Plaza Level 05.16.05 16 U802 Upgrade " Master Bath Tub 05.16.05 18 07 BLDG. z/coNSr. 09.02.04 FA143 Building 4 - Are Alarm Upper Level 05.16,05 16 FA144 Budding 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 U901 Upgrade - Baseboard Heating 05.16.05 16 OS BLDG. 3/CONST. 0924.04 09 BLDG. 4/CONST. 10.11.04 FP140 Budding 4 - Are Protection Cover Sheet 05.16.05 16 10 BLDG. 5/CONST. 1025.04 FP141 Budding 4 - Are Protection Garage Level 05.16.05 16 FP142 Building 4 - Are Prolection Plaza Level 05.16.05 16 FnvA o1.o3.os / coNST 6 FP143 Budding 4 - Fire Protection Upper Lehrer 05.16.05 16 A/7A/eA 9.0/10.0/11 FP144 Building 4 - Fire Protection Crawl Space 05.16.05 16 FINAL CONST 01.03.05 FP145 Budding 4 - Fire Protection Attic Space 05.16.05 16 12 ADDENDUM 1 01.1206 13 ADDENDUM 2 01.19.05 FA150 Building 5 - Fire Alarm Cover Sheet 05.16.05 16 74 ADDENDUM 3 0128.05 FA151 Bud dig 5 - Fire Alarm Garage Level 05.16.05 16 FA152 Bu ll ft 5 - Are Alarm Plaza Level 05.16.05 16 is ADDENDUM 4 0429.05 0 FA153 Building 5 - Are Alarm Upper Level 05.16.05 16 16 ADDENDUM s 05.16.05 FA154 Buildig 5 - Fire Alan Crawl Space 05.16.05 16 FA155 Budding 5 - Fire Alarm One Line Diagram 05.16.05 16 INDEX FP150 Budding 5 - Fire Protection Cover Sheet 05.16.05 16 O F FP151 Building 5 - Fire Protection Garage Lave) 05.16.05 16 FP152 Building 5 - Are Protection Plaza Level 05.16,05 16 SHEETS a FP153 Budding 5 - Fire Protection Upper Level 05.16.05 16 FP154 Building 5 - Fire Protection Crawl Space 05.16.05 16 t FP155 Building 5 - Are Protection Attic Space 05.16.05 16 0 G003 0 V © 2004 42140 ARCHITECTURE, INC. ABBREVIATIONS MATERIALS LEGEND PROJECT DIRECTORY pF C©1 p9q�o A.C.T. — ACOUSTICAL CEIUNG TILE M7L, OWNER STRUCTURAL ENGINEER INTERIORS AES — ARCHITECTURAL EXPOSED STEEL — METAL M.R. — MOISTURE RESISTANCE 137 Benchmark Road Development Company MOOnBen hmaekeRdEnS�u to 204 216rMa Designs,Street #C- 100 JOHN iV A.F.F. — ABOVE FINISH FLOOR MWP III—III EARTH ® CERAMIC TILE ® ROUGH WD. BLOCKING P.O. Box 959 P.O. Box 1597 Edwards, CO 81632 Avon, CO 81620-0959 Avon, CO 81620 ��ie – METAL WALL PANEL `/C ALT – ALTERNATE NA – NOT APPLICABLE ' : CONCRETE (Section) GWB L—� SHIM/BLOCKING F ALUM – ALUMINUM N.I.C. – NOT IN CONTRACT ✓S \� BLDG. – BUILDING ARC N.T.S. — NOT TO SCALE CONC. PAVING (Plan) PLASTER W/MTL LATH ® PLYWD. (Smale Scale) MECHANICAL ENGINEER ACOUSTICS CJ – CONSTRUCTION JOINT O.C. ON CENTER ARCHITECT OF RECORD – CL – CENTERLINE O.D. – OUTSIDE DIAMETER " . MARBLE 42140 Architecture Inc. 48 E Engineers, Inc. Sonics, ESD CLG. CEILING �� ® ACOUST. TILE PLYWD. (Large Scale) 48 E. Beaver Creek Blvd. 130 1 /2 Dunecrest Avenue — OWNER FURNISHED, CONTRACTOR INSTALLED 1621 18th Street O.F.C.I. Suite 307, P.O. Box 5740 Montery, CA 93940 CLR. — CONCRETE MASONRY UNIT Suite 200 Avon, CO 81620 O.F.0.1 — OWNER FURNISHED, OWNER INSTALLED GRANITE GLASS BATT INSULATION Denver, Colorado 80202- 1267 V J C.M.U. — CLEAR OPP, — OPPOSITE HAND rT7 C.O. — CENTER OF P CRUSHED ROCK ® STEEL/MISC. METAL RIGID INSULATION P. W C.O.F. – CENTER OF FLUE – PRECAST CONCRETE V LAM - PLASTIC LAMINATE CONCEPTUAL DESIGN ARCHITECT FI EGTRIGAL ENGINEER WATERPROOFING COL. - COLUMN CONCRETE BLOCK ALUMINIUM ' a GROUT MORTAR F PLYWD – PLYWOOD GROUT/MORTAR / Howerton, Ltd. M–E Engineers, Inc. Wiss, Janney, Elstner Associates. �-1 O CONC. – CONCRETE p14 – PROJECT NORTH IIIIIIIIIII ' IIII C.O.W. – CENTER OF WALL BRICK FINISH WD. TRIM Edwards,Main Street X0200 48 E. Beaver Creek Blvd. Inc. p•T- – PRESSURE TREATED ® ® JJIIJJJJ_� CARPET Edwards, CO 81632 Suite 307, P.O. Box 5740 10881 W. Asbury Avenue f,.� Avon, CO 81620 Suite 110 CT. – CERAMIC TILE PTD _ PAINTED Lakewood, CO 80227 A CPT. – CARPET R – RADIUS STONE 1� i rr^^ Q O D.D. – DESIGN DEVELOPMENT RCP – REFLECTED CEILING PLAN DIA. – DIAMETER RB – RUBBER BASE CIVIL ENGINEER LANDSCAPE CODE CONSULTING E.y DWG. – DRAWING Alpine Engineering, Inc. Dennis Anderson Associates, Inc. Rolf Jensen & Associates, Inc. W (n N 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 81 632- 1 387 Denver, CO 80202 C EL. – ELEVATION R.O. – ROUGH OPENING V FD – FLOOR DRAIN R.O.W. – RIGHT OF WAY Wm FEC – FIRE EXTINGUISHER CABINETS SC – SOLID CORE GRAPHIC SYMBOLS W y F.H. – FINISH HEIGHT SHT – SHEET FIN. – FINISH SIM. – SIMILAR - F.F. – FINISH FLOOR SIP – STRUCTURAL INSULATED PANEL r � rA rA F.F.L. – FINISH FLOOR ELEVATION SS – STAINLESS STEEL SAVE SECTION DIRECTION - go VrT' O F.R.T. – FIRE RETARDANT TREATED STD. – STANDARD Tot ROOM IDENTIFICATION ENLARGED/DETAIL SECTION WA 0 DRAWING NUMBER - 1 /A000 - a FI2P – FIBER REINFORCED PLASTIC STL – STEEL ROOM NUMBER T F.O. – FACE OF STRUC. – STRUCTURE (STRUCTURAL) SHEET NUMBER O FRP – FIBER REINFORCED PLASTIC T.O. – TOP OF SHEET A401 FEC – FIRE EXTINGUISHER CABINETS � ' ' � ' ' � MATCHLINE F.F. FINISHED FLOOR T.O.D. TOP OF DECK - T.O.B. – TOP OF BEAM DOOR IDENTIFICATION SHEET A403 V VICINITY MAP – – FVC – FIRE VALVE CABINET T.O.R.D. – TOP OF ROOF DECK T01 DOOR NUMBER GALV. – GALVANIZED T.O.F.D. – TOP OF FLOOR DECK GWB. – GYPSUM WALL BOARD T.O.F.F. – TOP OF FINISH FLOOR —1 ;U G.C. – GENERAL CONTRACTOR T.O.C. – TOP OF CONCRETE ELEV. REF DATUM POINT Q �. �. . . owemxioavffi,or>sc GFRC – GLASS FIBER REINFORCED CONCRETE T.O.P. – TOP OF PARAPET WINDOWAOUVER TYPE A GYP BD – GYPSUM WALL BOARD T.O.R. – TOP OF RAIL WINDOW/LOUVER IDENTIFICATION �a V� VAIL RESORTS HDWR. – HARDWARE 12 CL 6 TOS – TOP OF STEEL H.M. – HOLLOW METAL TYP. – TYPICAL REVISION NUMBER H.P. HIGH POINT U.N. UNIT REFERENCE-- REVISION NOTE REF .�-r ��C`d DEVELOPMENT – 7 ROOF SLOPE a�T COMPANY – HT. – HEIGHT m AVON, CO) U.O.N. – UNLESS OTHERWISE NOTED LANDS. – LANDSCAPE VCT – VINYL COMPOSITION TILE FLOOR LEVEL-----I,. ARCHITECrOPRECOFM CL L.P. – LOW POINT V.I.F. – VERIFY IN FIELD -Akf STLEVEL , MACH. – MACHINED W/ _ WITH E_10 4V FINISH FLOOR ELEVATION – GRID LINE edge Loop d Get M.D.F. — MEDIUM DENSITY FIBERBOARD WD, — WOOD ELEVATION HEIGHT' w� MFR. – MANUFACTURER W/0 – WITHOUT SLOPE DIRECTION �v� h o«wx Odumb MIN – MINIMUM WWF – WELDED WIRE FABRIC Q sheplap, MIR – MIRROR (OPPOSITE HAND) FINISH CEUNG 07 ' 7, MASTER PLANIM a G. CEILING HEIGHT REFERENCE GRID BUILDING TRANSVERSE nnsavrWT GENERAL NOTES � Ham*--�' NUMBER GRID � HARTS HO �x � ���,� � \WERTON NBwYaEK.NBWYOiK Rd. _ Ftoc`ta B ,>� DRAWING NUM BUILDING " AVON, cowRtmo 1 . THE CONTRACTOR SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS AND SHALL Forest Rd . , EcHAmc&Lm».-,m.-�. �wm AT ONCE REPORT TO THE ARCHITECT ANY DISCREPANCIES, INCONSISTENCIES OR I — AI BUILDING SECTION REFERENCE LETTER 1 LONGITUDINAL GRID e OMISSIONS DISCOVERED . SHEET NUMBER —�. CrMlIbIGRGER ALPMENcROSaM,1W. 2 . ALL WORK AND MATERIALS ARE TO COMPLY IN EVERY RESPECT WITH THE LATEST °AII'OD1An"OO _ REQUIREMENT OF ALL APPLICABLE LOCAL CODES , LAWS, ORDINANCES, STATUES, W&L LOCATION A WALL TYPE REFERENCE 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, DRAWING NUMBER EXCEPT WHERE EXCEEDED HEREIN . SHEET NUMBER e_ A201 BUILDING ELEVATION REFERENCE — LESLIE REVISION DATE 3. THE DRAWINGS INDICATE LOCATIONS, DIMENSIONS, AND TYPICAL DETAILS OF N 04 CONSrDOC CONSTRUCTION . THE DRAWINGS DO NOT ILLUSTRATE EVERY CONDITION WORK NOT SHEET NU1BER EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE D1�1NN0 6 COM >`Dx 0723.04 DETAILED. WHERE DISCREPANCIES OCCUR, THEY SHALL BE REPORTED TO THE AteA � 1 AO 0 os/o6 coNSrDOC os.l3.oa DRAWING NU.M...... —i INTERIOR ELEVATION QBLDG 2/CONSr 09OZ04 ARCHITECT FOR RESOLUTION . 31 m 4, ALL DIMENSIONS ARE TO FACE OF GYPSUM WALLBOARD UNLESS OTHERWISE PLAN, SECTION OR 08 BLDG. 3/CONSr. 0924.04 SPECIFIED, ALL ELEVATION MARKERS NOTED ARE TO TOP OF FINISH FLOOR AND SHEET NUMBER J ELEVATION DETAIL 09 BLDG. 4/CONST. 10.11.04 ROOF DECK, UNLESS OTHERWISE SPECIFIED. DO NOT SCALE DRAWINGS. 10 sIDG. s/coNSr. 102504 5, ALL MATTERS RELATED TO COLOR, TEXTURE, DESIGN AND INTERPRETATION OF PLANS `— SHALL BE REFERRED BY THE CONTRACTOR TO THE ARCHITECT, SB FINAL CONn 01.03.05 6A/7A/W9A/10A/11 6. SITE BOUNDARY LINES, BOUNDARY DIMENSIONS, BOUNDARY DECLINATIONS, AND EXISTING GRADES WERE PROVIDED BY THE OWNER FOR REFERENCE ONLY, THE FINALCONST 01.03.05 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 E DRAWINGS; APPROVAL IS FOR CONFORMANCE WITH DESIGN ONLY. 8 . THE ARCHITECT AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR -- 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 G005 E AND SHALL AT ONCE REPORT TO THE ARCHITECT AND THE OWNER ERRORS, INCONSISTENCIES OR OMISSIONS DISCOVERED. Y © 2004 42140 ARCHITECTURE, INC. � pf CO(p E. RANDAL ^ / JOHNS N A` V s AR��� Ole o i � W - - A -'—_ BUILDING 8 % l CREEK BUILDING 7 V i� GORE � ..ap / x ` al a BUILDING 6 1110 SEPAIM owl M 0 W 0 Q l �� �/ :�A OVol BUILDING .5 -�� Q \ \ �\ ��� ; ; V NAM 10 IENAW I 3 PAWAK - \ i rte.- _ BUILDING 4 00-00• i''� ` owNexroavIIUO rem m DAM 4 Q VAIL RESORTS ~ CA Ck ♦i DEVELOPMENT COMPANY AVON, COLORADO ARCIUMCrOFRECORD BUILDING 3 /•ll ` t \ www3 A QBUILDING 2 ® / ` Domme Co1omd0 I I z "0C uasrea ran - I NOTE: DOMNARCtQ1 I BUILDING 1 _ I r•�__i III IN �y ALL DIMENSIONS ARE GIVEN TO FACE OF CONC. WALL / HART I HOWERTON f i ° ONDt "1q "0E � --�"- ` ga - �yo RE: STRUCT. (TUNNEL PACKAGE) FOR / N�xaax Nsw> c -�• ✓_�.. Q Q �a� r DIMS LOCATING RESIDENTIAL BUILDINGS. o / M01MlI1 <NEWMENGR4FJ AVL S,IIJC ON,f.OIAAADO AHICHWCALMECTRWALMl AVON, COLORADO MALENGMM 1s. -- �"`}� 3. '[3Ls ALPINH HNGINBB&II�G.INC. VA14 COIA6AD0 4 { PROJECT NUMBER: 20900.00 w z MARRIOTT i G ISSUE REVISION DATE 2-WR -a 04 CONST DOC _ � � /''• � alp Y 'F -. � r �+�'p�JS�{T i / ` � : FOR PERMIT 07.23.04 NZ 05/06 CONSTDOC 08.13.04 i /./• +ccu- -r3..aary� $ r4a as rS' r' �. j. r ((' \ A BIDG. 2/CONST. _.09.02.04. . z - Q /• "f �x s�' � ..�' a ��� c d r , s� -s m— � � 'k�.€ .+� - - vJ TUNNEL. REV. 09.10.04 �= + 3u �:.� �t<•* �: � �� � ��.' zsa- � :�': � - ? �� � . ��` �` � BLDG. 3/CONST. 09.24.04 • X ® BLDG. 4/CONST. 10.11.04 an Y. -- - •-+<, 'F rfx-# _ _ � z � i.„r � 'J� _ L , x .y »� - s. ._ .y i,' s � f -T - - v s 1O BLDG. 5/CONST. 1025.04 / _,i_ '{fit��+°F `+ g,... '- v s- . - -ti r �yy- '';.zz �n .-. �.�:. - . •' vx�' 03.05 FINAL CON ST 01.Will •' \ 'tea . . ir. 5=. • 9� f S'."._ SY T::f �' e F 3 f34 � � '? :v d.'.rc S� l n rs � . t . MARRIOTT a n �" / •\ - 'r��.i.'c;" z �„}�rF:F'n i-. ^a-cs. P1... _ I s r :��:-.°+ c zs�x s:, - . eeF'ti-4t- #�-`s�st 2��,`c€” aas s i: .r-a�Sti r':."�x�u- s .`< 11 . ".1,V 'r.�r i. �- t _ ��,;',. i;--,`j.z-...+-+- + `` ���sc.'.�s�si. .�< �?< „5�°�3:t"L� l T1. 3.1�r�� .s. - 6A/7A/ A 9A/10A " A Y , � _ < ♦ \ �-�,_� .` x>. . ' c"`b`--�> .. s� ,y - t _. �.-n , -. .}r�+• 'J`�_..: C �u i as -". - � - r. .xs -f.: wv'� -'x%4� i � -:r z' wi. r y�4: " FINAL CONST 01.03.05 / • w n£ 16 ADDENDUM 5 05.16.05 r Y x r 3 £ Si` ::t "�L.+c. , - x "�='s.�. a• -� / • c -� t r �°s �.�•� . .-="_ - - ,.rt 3 - .a�# -:x / ✓ 3-:. H ,,.`L §a;S�"�� ' r -r s. - � r s ., ...s 1 S St ,,."f.,3' � s,� E t:urn yy. : �h i �v�'lsu� i�` 4 Ism 3�-tGi t - wz ' r � - '�'f y� -::��� '� t,�. - i �. " S 3' � 4"' r -#:. • � d�.,t`'v. 2 ,�s^v- - s%*1�;. k'` z�" � , z J' -. �. S a 4N4 -- .r d: / -..Y `9+- ;1 �. r, - X _e'z3• �"E, x Lb �- -1v3�CFr�w^5 - w -} ," -" / a \ � r �n=r�Ty_ y a' C. .a`-� � T��'s�'r � ,s�4� r g '.u, d �rs�it"��� _ -°�`v t.''♦ _'- §s`. -: �.i� "£ } i a' - m f` s ,ny.3_,4.A # 5 � ,. ,� ' 4 r fa- n• / I ARCHITECTURAL SITE PLAN '�� rh�.,'�-� �- ..-mss : 2' ,:-.. kv • t _ �A, i,,:- _ ___�._ �.�__ ___ 'iiw GARAGE LEVEL % -� '' -� '�.i��� �� .ski s �� a tic � * - - � �.�- ././' \• ,z �. ' �y_`g " a r,F >' � �ra,�7, . fl `T,.•gn Tr s "} _�� .�.J:£? .. ...: _.. _�• `.��./ h a r SITE PLAN - GARAGE LEVEL AS001 SCALE: 1 " = 30' AFPGt N © 2004 42140 ARCHITECTURE, INC. i�f cot � o E. RANDAL JGFiNSV!V ' r � o / r 5 BUILDING 8 \ Q eDR SEPOW mom / W H tv U TO aPBUILDING 7 GORE CREEK a9FR�/ ` \ p �JM1E / / �� ` PAM" BUILDING 6 V o ZO UI O BUILDING 5 c J U y ism 10 ! i a \mil _ / BUILDING 4 / \ J O ' (� // � / / OWNER/DEVELOPER VAIL RESORTS DEVELOPMENT / COMPANY AVON, COLORADO / BUILDING 3 '� Na ® %J �/ / / / / / / / � � \ \ \ j �CHITECr�RECORD / / / / / / ownw, Colorado �I , � - �► _ �— = / � BmILDINVEG � /4,.e� / / / / / / / / / s�llbw, ME N1 MASTER PLANNER I ^ �C V s aaao / � / / uor e / / DEUGN ARCHr ECr HART HOWE BUILDING 1 L / / ORK m / wanE , wara SCRUCrURALENGINEEK MONRO6sNN,COI RADOSSes.urc AVON,COLOHADo h4�j J �\ / / / / n -"ai ?�-3 MP.CEiAPM-REN nrnW.%lNC II�t ffi-RflNGINE?it.4,INC AVON,COLDAADO ohm J L_ h� " 'a�` " 3 `?1t � ' ,rx CIVILENGINHER VAI4 COIDRADO 'om ALPINEPNGE EFRING,INC. PROJECT NUMBER: 20900.00 : / G PARKING I , y/ h ry STRUCTUREh ; = _ / / — — £ _ , � P� ( ISSUE REVISION DATE 04 CONST DOC FORPERMlT 07.23.04 ' / / t / \ 05/06 CONST DOC 08.13.04 A BLDG-2/CONST. 09.02.04 ` I �— \ / - f -: ✓s. F�a _ n ._ ,aE .. . " - w A`� r s .' 'Yf ry"-tfkY y< TU - i- , si is` .>• Vin . - �s f �* s TUNNEL REV. 09.10.04 ` n t r - BLDG. 3 CONST. 09.24.04 4 : .. ris + <__-.� �a< ' � . l ;"_: •Y. a:4 ,5; "�. . 3t 'g ,4€ -, F � -.: "� ...s .a°'`--- '^' - 4"� 4 _ , - .�.,,. -".. : `a;I `'` "'f y.- ® BLDG. 4/CONST. 10.11.04 - - ' I '�3 .^ Yc�'= ire-,--F ��FF-K ��� �+. *7 t -.-s1 �`> x t- �, 4 . ..':>�:.� � �� �.•.. .�:r '�`' A. � .x� e l r s-a A BLDG. S/CONST. 10.25.04 - , -. � ;, a._a-:- - :a.� ?a �: ..: __: . ..-W�r � -. ,� -#-- „ .:. .- - - - - > s`_�a �et �� -- �-. mss zF}`-"h�� y , fit 7�`-�e •- �,x �y . . .� �- ._. s-- s ,....� E:� _ :. . - •c�as ._. -."£. c k - -.- r� x -- r-ir.; � ,rr..a xt.. �” r �t�� a rl7*. - _e�'{+y a� . - s�-' - :::.. - -�'rgin: :.,c-.-:; - . - . FINAL CONST 01.03.05 ` ` EXISTING y h - s - ""4§. . - -,. :.: •__:r. rsz'mr > s:_ � k rv� n - Z ` e _. a• x- , y,.•_ � W.- MARRIOTT a - ,.. � ,.__ .;�; ��'-� � E „ r �;> z ,,, ,-<;, -au & c;-; :"E���a-£ .a r ?rY _ y 3 . :t yt f m sd v r a ' I 9A 1 11 _t z _ .u_Y _ 5c 3� -.,<- is x s..Y . = cc - 6A/7A/BA/ / OA/ k i _ :a z: F s, ,� 5p . ,c,-� '�33�. . . �.�!", c � ? 'y � :.� . b"+.= - < �` .t - Fe#r .� - `..a�` �..f.. _'• lx��d' . ��= -3 '� _;+�._ c f �..., 74 auit- _ �; Y , FINAI. CON$T 01.03.05 s s. �'-v`#-> ,g 'x,.` _A r. , c `St"' .,,- `- ? yRy aW' r 16 `4� IOWA ADDENDUM 5 05.16.05 ?✓ `y f�.- i" '. X -==a- Win`` of 7 -.:_ -'^" - e+ #if yy.? �'n _, P3,t. ",'.. s t t '"��az�wj�. _ =T °°rq ^{` x + -t - �a -+'"-'. -' '� r .. - E AN ts"Va,.v ,E �,,(�t £'aaa sco`a 'ax n NS�.. - r-FS- _ N!i' -"• � 'a3-g,�F�+�.�s.a'� .L*_ - - n j3��.Y��`'*��2i, I � x' ""'isyc '�e'`�4. £ 'm.€-s `�.�k` _ �. > � X "t ARCHITECTURAL u e � _ SITE PLAN sue` '3 �,. ✓` __. �. „-' y i - / "`�F - '.f z i a _ W`yc�,` -'.�`_..��..,�t• gt-aY_�,Ta _ - °- j / �— / � PLAZA LEVEL a N I O ' Q n E SITE PLAN - PLAZA LEVEL AS002 - © 2004 42140 ARCHITECTURE• INC. C01p9q�o ERANDAL JOHN S N j 202 1 ,` APB r r s / Y4 3 / � V o BUILDING 8 i VJ i GORECREEK /-� BUILDING 7 r / TO SERAWN ..DW 7 PACKAGE .� V j— - / — BUILDING 6 / RFAm W SEPARATE suana s , ' f• T z • � O �n PO4 U) boa W o BUILDING 5 I c y Rom 10 sm� •/• RIGIRM 5 PACKAGE / /,/ \ / BUILDING 4 \ \ I -% m sawaE / I 4 .A�7fA0E ./ • O \` \` i � TOWTNBBD/D�ti'•VFLDPBR [� ••/ O O m, VAIL RESORTS DEVELOPMENT BUILDING 3 COMPANY mno ifOMwCU1°OEGE /•�o e��d�� n - "m ,, I AVON, COLORADO 1 O ` exc]E]LCroRRECOaD JI V*ARC� BUILDING 2 ® %/ O \ '8 i MUwE � '�' °'� po / Denier. CGlaado _ V wsrmKn � BUILDING 1 .� I -�—/O ara DENGNARCHrrEC! I ` ] �. O �---�� g;- HART I HOWERTON - � -- .-�"• O /' , i NEW7bRK,NBWYORK STRUCTURAL ENGINEER MONROE&NEWELL ENGAIERRR.INC s^ / AVON.COLORADO I MEcalAracncRlacrnlcai.E.iGU.>M AVON OiLORADO I 'o AtYO O Q • • ,;, -' .� zc='=Ih�x� t�, � "v a��' -- = Z€ zYS-x# r'.-x' CIVDENGIIdI� " A •R,C � AE. v T' " n MARRIOTT � ' PRO j ECT NUMBER 20900.00 a. PARKING ;Ate J : . s STRUCTURE eµ g° s lQO ISSUE REVISION DATE , \ Q •/./ en\ em � s �`.t, ���� � f � K4 ` •��, .� � � '"iav,r �-�?>..3 Y ?a M / �"J I 04 CON$T DOC FOR PERMIT 0723.04 __ /" ♦ ' =,� F � fg tr � L� I 05/06 CONSTDOC 08.13.04 _ •/ / -' \ _ — ___ sH } y'1.✓. ys f4'& t .z t32rc K 7" ?A` _ _ 1 j MAT A BIDG. 2/CONST. 09.02.04 rig . Ag �_ a� A BLDG. 3/CONST. 09.24.04 a 'Ty :. j. P;�` • Y 9 A BLDG. 4/CONST. 10.11.04 . \ I � -4;,5�s'�'� .�,"� .; aw � }4j- ' ��t- '¢� _ ds � ns- r ,S '` s`"QS �"-::. �<- ; t �t SS'i� 'F: � � S d.:..i�- •° +�.� - r' - - ya." tea- ' .. BLDG. $/CONST. 1025.04 •� s _�•�,�-3� €�st ' �'�-'xv�•.;4 j_ --i.£ � '^�„.,!T�� 'ai. eL Y'i=:.y+h 6'" p�' ` { � - - t �' v., a-- - :s�'3t K�+�S � .? _ �ah'x '�;, 10 .� K `i .c4? � -' .y.4, - F': tu€`-'�� - • y .e' r_ ��_ • :s: >•o c : � - S. - a� _ ♦ti' ti t_. i i t;. $ ' Vii. 4 ' r^�;'.:� ' .+i / r - - �55x� TJa v; a 1 ,. ♦S 3:• ' - - ..ter. +i- a" a ' t EXISTING # = x 4 .� s A FINAI. CONST 01.03.05 / •�� g �.;i --gym- ._ i_f3, a __} ar z,`r ls. d >a\`a♦. Y +Y`_.'v,, r'4rT _ _ i <n- E 4C�+�r'`'�. �'.' ': ` ,/ ' „ €, _� • MARRIOTT �s � . ;4; _ 3� � R �, -:-; r.a` y ,--r k - .:;s x -• .. .,_«.:,.- - - . 6A/7A/8A/9A/LOA/11 • • 1 x • -. 3„CZ'� w:'Se. r _ WISE ,z-•ex .d €,,,� `s S y "3 -_ 4'.. = -„ .`3'.3.: ,i '®- }+�'a ° r t. ...^, k Z.>! 33'-i+ a. a "SsA -C..�, } `t7iv .:"��£ • FINAL. CONST 01.03.05 • . :: � A� �:- ;. � .: _-_ tea 1�:��5� 3 ,”: a .., ��'�?"�- �'. �. _ _ Na Yt'i-t`�s "-iv�.�.-. '� 1• .�. a' # �c's.2i���,},h. aim. �d - . "G - .. P i':ei� -'xrv. �.. .Lf - I ��X`�'r, ...ASS`�.� �C - ' y 5• � a. � � 2� �5 +�A '3+ 'wr Ex: :, z £ e t • a - - z} rn - fe . . ADDENDUM 5 05.16.0$ - . ''Af . c - 5'¢��!= L ; cr �Ki.3f s'g�� s � �, .E.� S- "�:'� 'yw y) c - n n � -•ra- Y� _ --�,1 �_ _ �Ys`�.-'r�--� �#,-'' tr +'Y!. • �} _..,;:''.. � e h - ax y �'�-'-.x < _XS r g �'.5.. 45'l��j :'-]F a`< _-;ili"s- I • - '*. tie - 3" ��a -s __` - 6 ,.d xT S. ^sT "t -3 F:. . . -i,_ -s? 'H Xz .a-♦ .x-- y�+z ,.� = ' • r.+v-r'e Qm \ I _ - ."r. .Er�• :<r z� a{ ° r - :.`..a»n>' a s zr r � t >�h � -' 3%"" 1 3 .+`�._- . --_ v� ' If �� #- Y;s, s-1 Y -F. ♦ �. p� .. .K. :_ 0�''iy�r�a-- a r v *t , -+� S-. ... `sue• -hi- r$-° .s'+v.+ i r"„ -_' %} �"- Y.iY _ ,y • •_- o ♦-, x-x .> u .s, s S °2 ; - Y > � ✓ .cs r = "s ax E _• �,� .�. � -- M : � ��� u ,v �� �: -x��-��� �- �.��� _ •-• --_. % I ARCHITECTURAL o s rt t \ I SITE PLAN .s ROOF LEVEL a 1 a i i v I r N Ii 1 SITE _ PLAN - ROOF LEVEL AS003 A T - . . Building 2004 42 g Area Tabulations Code Notes 40 ARCHITECTURE. INC. Residential (R-3) Parking Garage (S-2) Residential (R-3) Parking Garage (S-2) 6. Exterior Projections (Sect 704.2, 1406.3, 602.4 & 2302.2) , � GF col p�q� Building No. Unit No. Type Level Area I. APPLICABLE CODES (PARTIAL LISTING): a) Required to be of Type IV Construction 3'p Roo s Area Bnildhag No. Unit No. Type Level Area Roo s Area 1 16 A Garage 1704 Garage 16 & Stor. 730 Title J NiV` A Main 1941 A. International Building Code (2003) A A Upper 912 ® B. International Mechanical Code (2003) B. Specific Room Enclosures & Occupancy Separations � Unit 16 Subtotal f"*t= 4557 C. International Plumbing Code (2003) 1 . Parking Garage (S-2) 0-hour Fire Barrier (when sprinklered) D. National Electri„al Code (2002) (Sect 406.23 & Table 302.1. 1) 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 1016.1) w Unit 15 Subtotal 3514 Occupant Load Served Rating V Building 1 Total 8071 1 . S occupancies greater than 30 0-hour Fire Partition IT, O II. BUILDING SUMMARY F-4 Z a 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) Q B Main 1357 A Main Three Floors: 16 residential units (R-3) 1941 D. Vertical Exit Enclosures (Sect 1019.1) B. The allowable areas, types of construction selections, areas ICI B Upper 959 A Upper 912 1 Connecting less than 4 stories 1-hour Fire Barrier separations are based on alternative means and methods . � Q 'd Unit 14 Subtotal 3534 Unit 6 Subtotal 4557 through the Administrative Modification Request based on E. Shaft Enclosures (Sect 707.4) (.L� ed Section 508.2 of the 2003 IBC. For the purpose of determining height and area limitations the structures are 2 13 B Garage 1208 Garage 13 & Stor. 802 6 5 A Garage 1704 Garage 5 & Stor. 1350 evaluated separately 1 . Penetrating between 2-Hour enclosure w/ 90 min. door V B Main 1347 A Main 1941 S-2 & R-3 Separation ` PP 959 1?P� 912 C. Mixed occupancy classification is proposed as non-separated uses Q B Upper A U within parking garage (S-2) in order to determine construction classification F. Fire Barrier Requirements (Sect 706) w CIS Unit 13 Subtotal 3514 Unit 5 Subtotal 4557 Occupancy separations are not required except where noted below. Building 2 Total 7048 Building 6 Total 9114 (Sect 302. 1& 302.3.1) G, Opening Protectives Requirements (Sect. 715) D. The building will be fully sprinklered in accordance with Sections V r 903.2.91 9033. L 1 & 903.4. H, Ducts & Air Transfer Openings (Sect. 716 & Administrative Modification Request) 3 12 A Garage 1704 Garage 12 & Stor. 848 7 4 B Garage 1218 Garage 4 & Stor. 812 E. Highest occupied floor above the lowest level of Fire Department A Main 1941 B Min 1357 access = approx. 10'-6" ft. Building is not a high-rise. 1 . Fire dampers are required at fire walls, fire barriers, & fire partitions. (716.5) w a 403. 1) Fire and smoke dampers are required at shaft enclosures. (716.5.3) �•:t A Upper 912 B iJpPe1 959 Unit 12 Subtotal F. Allowable Building Height (Sect. 504.2): 1. Concealed Spaces (Seat. 717) O 4557 Unit 4 Subtotal 3534 parking garage (S-2) Unlimited S.F. residential (R-3) 4 stories / 60 ft. 1 . Fireblocking not required in non-combustible construction 2. Floor & Attic Draftstopping not required in non-combustible construction 11 A Garage 1704 Garage 11 & Stor. 820 7 3 B Garage 1218 Garage 3 & Stor. 886 • Main 1941 B Main 1357 G. Allowable Building Area (Table 503): • Upper 912 B Upper 959 parking garage (S-2) Unlimited S.F. VI. FIRE PROTECTION SYSTEMS Unit 11 Subtotal 4557 Unit 3 Subtotal 3534 residential (R 3) unlimited ® OWN�R/DfiYEIAPPR A. Automatic Sprinkler Systems (Sect. 903.3.1. 1) VAIL RESORTS Building 3 Total 9114 Building 7 Total 7068 H. Building Occupancy Classifications : Occupancy B. Standpipe Systems (Sect. 905 & 2003 IFC Dry Manual Class n DEVELOPMENT Use Classification COMPANY � 4 10 A Garage 1704 Garage 10 & Stor. 1161 8 2 A Garage 1704 Garage 2 & Stor. 845 parking garage (S-2) S-2 C. Portable Fire Extinguishers (Sect. 906 &2003 IFC Class 1) AVON, COLORADO A Main 1941 A Main 1941 residential units (R-3) R-3 A Upper 912 A Upper 912 1. Construction Classification (Table 601): D. Fire Alarm and Detection Systems (Sect. 907) 'B"�18`TOP` OED _ Construction � Unit 10 Subtotal 4557 Unit 2 Subtotal 4557 Use Classifi°ation VII. EGRESS REQUIREMENTS . - � , parking garage (S-2) TYPE IA 14 ARRNfECR1RE residential units (R-3) TYPE VB . c 4 9 B Garage 1218 Garage 9 & Stor. 995 8 1 B Garage 1208 Garage 1 & Stor. 804 A. Doors (Sect. 1008) B Main 1357 B Math 1347 L Occupant Load Factor (Table 1004. 1 .2): MASTER PLANNER Occ, Load Factor B. Stairways & Ramps (Sect. 1009 & 1010) D&SIGNAaCFRCBCf B Upper 959 B Upper 959 Occupancy Use: (sq.ft./persons HART HOWERTON Unit 9 Subtotal 3514 Par�g garage (S-2) 200 gross 1 . Common Path of Egress Travel (to be included within the permitted NEW YORA.NEW YORK 3534 Unit 1 Subtotal C. Exit Access Sect. 1013 Building 4 Total 8091 Building 8 Total 8071 residential units (R-3) 200 gross travel distance) III. ACCESSIBLE MEANS OF EGRESS D. Exit Doorways and Minimum Number of Exits (Sect. 1014 & 1018) AVON.COLORADO 8 A Garage 1704 Garage 8 & Stor. 975 HOA Total 1098 MONROE& �, .INIC A M� 1941 Stair 1 & Mech. 400 1 . Two exits r pro MECHANWA, required, three exits waded °,,,.�� A. Exit Stairway Width M-B04G]NE ,� I A Upper 912 Stair 2 & Mech. 695 AVON.00LORAW 1, Clear 48" width between handrails not required in fully sprinklered E. Exit Access Travel Distance (SecK. 1015) Unit 8 Subtotal 4557 Boiler Room 447 buildings (Sect. 1007.3, Excpt. 3) 1 . Less than 400 feet (Table 1015. 1) ,,,�18 INC YAU,COLDRADO I Fire Command 89 B. Exit Stairway Areas of Refuge F. Emergency Escape and Rescue Openings 5 7 B Garage 1208 Garage 7 & Stor. 984 Receiving Room 102 1 • Not required in fully sprinklered buildings (Sect. 10073, Excpt. 3) 1 . Does not pertain in Group S-2 PROJECT NUMBER 20900.00 B Main 1347 C. Exterior Area for Assisted Rescue (Sect. 1007.8) B Upper 959 Runnel 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 Parkin Garage 3) 42071 A, Interior Finishes (Table 803.5) 04 CONST DOC g g (R IV. PARKING CALCULATIONS Building 5 Total 8071 Total Total 2 PARKING SPACES PER UNIT x 16 UNITS 32 1 . Class C FORPERMrr 07.23.04 GUEST SPACES IN TUNNEL 18 TOTAL 50 B. Ventilation (Sect. 1203) 05/06 CONST DOC 08.13.04 Co (Sect 1205 07 BLDG. 2/CONSr. 09.02.04 . Lighting ( ) A BLDG. 3/CONsr. 09.24.04 V. FIRE RESISTIVE REQUIREMENTS FOR PARKING GARAGE (S-2) D. Sound Transmission (Sect. 1207) 09 BLDG. 4/CONSr. 10.11.04 A. Fire Resistance Ratings for Building Construction T IA (Table 601): 1 . Structural Frame 3-hour E. Energy Efficiency (Sect. 1301) to BLDG. s/CONSr. 10.25.04 2-hour (where supporting roof only) F. Minimum Plumbing Facilities (Sect. 2902) ss FINAL coNST 01.03.05 2. Floors (incl. supporting beams &jsts.) 2-hour 6A/7A/8A/9A/10A/11 I 3. Roofs (incl. supporting beams & jsts.) FINAL. CONSr 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 4. Exterior Walls I a. Bearing Walls 3-hour, non-combustible D b. Nonbearing Walls not less than that required by other sections of the code o c. Maximum Area of Exterior Wall Openings (Table704.8) (for a fully sprinklered building, Sect. 704,8. 1) CODE ANALYSIS 5. Interior Walls (Table 601) & SUMMARY a. Bearing Walls 2-hour 1-hour (where supporting roof only) t b. Occupancy Separation Walls: generally not required except i as noted below 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 e I Code Notes Q 2004 42140 ARCHITECTURE, INC. I. FIRE RESISTIVE ME UI>2B NTS FOR RESIDENTIAL (R 3) ��@�� Of co, A. Fire Resistance Ratings for Building Construction Type VB (Table 601): 1. Structural Frame Non Rated E. -. JOHNSON 2. Floors (incl, supporting beams & jsts.) Non Rated 3. Roofs (incl, supporting beams & jsts.) Non Rated ysf {1C a. Roof covering (Table 1505. 1) Class C Requited, Class A Provided ' 90 MIN. _ 4. Exterior Walls a. Bearing Walls Non Rated except as required w (Sect. 7043 & Table 601 & 602) V b. Nonbearing Walls Non Rated except as required z F" (Sect. 704.3 & Table 601 & 602) w Q Q nr, i N N _ . . ° .. c. Maximum Area of Exterior Wall Openings: Unprotected where greater than 5 feet fire separation distance per Table 704.81 QI - I � 5. Interior Walls (Table 601) (n Q .0 RESHEETAW01 = a. Bearing Walls Non Rated W FOR oErAps b. Nonbearing Walls Non Rated *O O . V B. Specific Room Enclosures & Occupancy Separations Q TYR• , FROM 100CCi -+r PEDSPACE �i 90 MIN. ; sHR PENETRATION ZONE 1, Mechanical Room 0-hour Fire Barrier (when sprinklered) w '� _ (Sect. 302:11 & Table 302.1 . 1) �Y 90 MIN. C. Corridors (fully sprinklered bldg., Table 10161) V Z Occupant Load Served Rating O 1 , R Occupancies greater than 10 0.5-hour Fire Partition &W4 2. Exceptions include and are not limited to: O a) A fire-resistance rating is not required for corridors contained with a dwelling or sleeping unit in an occupancy in Group R V D. Vertical Exit Enclosures (Sect 1019.1) 1. Connecting less than 4 stories 1-hour Fire Barrier i • ° ° • I 1 I 1 1 1 1 1 1 1 1 1 2. Exceptions include and are not limited to: OWNER/DEVEMM a) Stairways serving and contained within a single residential dwelling VAIL RESORTS unit or sleeping unit in occupancies in Group R-2 or R-3 and sleeping units in occupancies in Group R-1 are not required t0 be enclosed DEVELOPMENT 07 (Sect. 1019.1, excpt. 3) COMPANY CODE REFERENCE SECTION ( UNIT B ) AVON COLORADO E. Shaft Enclosures (Sect 707.4) ucN>� W> SC 2 AREA _ S E P ARATI 0 N WALL AND S HAF1T 1 . Connecting less than 4 stories 1-hr enclosure l F. Fire Barrier Requirements (Sect. 706) • 1. Fire Walls & Party Walls 2-hour rating *ARG� (Sect. 503.2 , Table 705.4 & Sect. 7053 excpt.) Dw^ t Co1pa°° G. Ducts & Air Transfer Openings (Sect. 716 & Administrative Modification Request) MARTR PLAM M FIRE SEPARATION RATINGS nea sc�m� r 1 . Fite dampers are required at fire walls, fire barriers, & fire partitions. (716.5) HART HOWECr 14IR FIRE RATED WALL 1. 1 I I 1 I I Fire and smoke dampers are required at shaft enclosures. (716.5.3.1) �,H Wye 2 FNt FIRE RATED WAIL 1� I I 11 I H. Concealed Spaces (Sect. 717) sMUMc,w ENcnym 3-HR FIRE RATED WALL M0NRM&NRW=ENGV8MMDX 1. Fiteblocking AVON•GOIJOR+M 2. Floor & Attic Dtaftstopping not required when fully sprmklered w ,n DnML.. �rcn� m-am�cm�as,W with NFPA 13 system (sect. 7173.2, excpt. 1) AVON,CQ[ABADD II, FIRE PROTECTION SYSTEMS ALP aMENGWMKM�RW. VAUCQLORMO 90 MIN. A. Automatic Sprinkler Systems (Sect. 9033.11) PROJECT' NUMBER 20900.00 B. standpipe Systems (Sect. 905 & 2003 IFC Dry Manual Class 1) C. Portable Fire Extinguishers (Sect. 906 &2003 IFC Class 1) Issu1E REVISION DATE 04 CONSP DIX D. Fire Alarm and Detection Systems (Sect. 907) FORPERMrI 07.2304 I �I III III I { I I ii II I { ALE 05/06 CONST Doc 08.13.04 I I I I 1 1 1 1 1 1 1 1 f. III. EGRESS REQUIItEMENTS A BLDG. 2/comr. os o2m A. Doors (Sect. 1008) $ BIDG. 3lcolasr. o9.z4.o4 11 TI-I IRIIIIIIIIIIIIIII IT RE &MAIBDI ' " B. Stairways (Sect. 1009) 09 BIl)G. 4/CONS , 10.11.04 FOROETALa 10 BIDG. SlCONST. 1025.04 C. Exit Access (Sect. 1013) _ 1 . Common Path of Egress Travel (to be included within the permitted sB PINAL coNST oi.o3.os travel distance) 6A/7A/W9Al10Al11 114x, TYR = 90 MIN, FROM OCCUPY SPACE D. Exit Doorways and Minimum Number of Exits (Sect. 1014 & 1018) FINAL CONST 01.03.05 3M PENETRATION ZONE L One Exit Required (Sect. 1018.2 note 2) 16 ADDENDUM 5 05.16.05 90 MIN, E. Exit Access Travel Distance (Sect. 1015) 1 . Less than 250 feet (Table 1015. 1) lu IV, OTHER Lt UHUD NTS E ; A. Interior Finishes (Table 803.5) 1. Class C I h B. Ventilation (Sect. 1203) T I gig ( CODE ANALYSIS C. Lt Sect. 12 p D. Sound Transmission (Sect. 1207) SUMMARY E. Energy Efficiency (Sect. 1301) F. Minimum Plumbing Facilities (Sect. 2902) m O7 CODE REFERENCE SECTION ( UNIT A ) ;NRALYIS RE RT°.�AD��� MODIFICATION �DE R002 AREA SEPARATION WALL AND SHAFT PR°vIDEDBYR°LFiENSEN & ASSOCIATES SCALE: 1 /4" = 1 '-0" A�DT-Iq T (j 2004 1 I I • • za • • • • • • I \ Er: 1 � 11 ✓. 1 : 1 1 ' RANDAL 1 1 - a 1 •: r " 1 k, ;77 I'MI I I1 ' 1 11 1 1 fill JOHNSON r l l l l I I L 111 f ; 1 Zvi • • _ 1 111 rll \' ll . : II : IIIIV X11 III ` . 1 1 III _._ _ _ _ _ _. _._ • • • • �' '� �� ill 11 1 ' I L1 11 1 1 1-1 111 : 1 1 11 1 ' I Y ✓. : 1 ' . Y :. I 111 - 1 III 1 PI 1 : II - I 1 1 1 : 1 ♦ I I Y :: : 1 1 ': , Y " I I ; I I ,. 1 1 - I I A I I I I ' : 1 1 1 1 1 1 1 Jill �11f11tt11 / 11f / 1ft11 1 : 1111 Bit CI�i�I�A1•IIl•Al�lal•2�1•AS�I�1�1� FIRE SPRINI • ; 1 1 1 1 :. I 11 : 1 1 ' illr 1 i 1 I 'I ^ 1 r • _ 1 • 1 • • • • 1 ; I I I : 1 I : C I a 1 ' 1 r l l JOIST (BOTTOM CHORD • • • • • Nn , 1 1Ir . , , u - , r II •x : Ii1 , 1 : 11 1r I1 1 • 11 , , x11 111 OF MANUFACT NO ZwED TRUSSES) 1 / • : 1 , II � I it 1 1 ull 1 '1 ` rI 1 EL 1 A IN 4 IN If YI Od . � • 1 1 Illu - Y. 1 : 1111 ' 11 r : : lnl ' Il r : l 11 rl 1 . : 111 ' 1B I : III - %111 :S II ' I : IIII Doi My 1 u : 111 r _ : l u ' II II u : . 1 it 1 1 > , YYII rl : nl 1 • 1 V/ I 11 - 1 r : 1111 - ; I I I : 1 1 1 - :• 1 II 1 1 : 41 1 ' 1 - r 1 r " 1 1 1 1 : 1 1 ' Y ' : 1 1 1 - 1 1 I 1 1 I r 1 11 1' 1 1 - I 7=1 r.7178 III 1 : " 1111 : Ilr :.: : 1 `: Y :< 111 111 1 Y11 I II ' I I , rl ll ll " 111 I ..l Y11 ' 111 1 II _ • 1 I l l vl ll l " I 1 11 : J 1 1 1 1 1 1 1 - VI : .r " 11 11 I ✓ 1 11 1 11 11 1 1 11 : 1 _ 1 1 1 1 1 - • • 11 1 i 11 ' 1 .:. r 1 1 : 1 11 :1 II rl n 11 : ` 111 1 V rl I 1 rl p 1 1 tlnl � - • • 1 : 1 r ' 1 : 1 1 1 1 III I 7Z 7 • / 1 it al 1 11 . . 1 LI' I •' r 111 I '• " 1 ': a kill : 1 '•. n 11 ur: 11 r : : n 1 I I I I = 1 1 r n lisi I fl, r 1 1 1 M 11 .1 : mI 1 i - l 1 , I 1r : 1 r 1 1 1 1 1 . : � e I I 11 1 a = 1 M1 I 19' - I 1 11 i I1 : : 1 1 II 1 1 : 111 r 111 fill, '1 1 ': .r :; I I ' I 1 1 1 1 0 : 1 I I : I 1 1 ° 1 : 1 1 1 1 11 : 1 : 11 : 1 • 111 . I : I l 1 1 ': 11 1111 : 'll : I : 1 111 11 ' 1 i1:I 1 III 1 ' ; I : 11 : 1 1 - ' 1 1 , i 111 1 I 1111 +PI 1 YI I Oil : 1 '+ 1 'I r :. 1 : II ' - 11 ' : 1 h 111' 1 " 1 1 - I1 : II 1 I + 1 ' - II - 1 :: rrl it 1 • •.• 1 1� I. 1 1 1 1 ' 1 : 1 1 1 1 • 1 1 1 1 1' r : 1 :+ I ; . r :; , ' 1 n " 1 1 1 11 11 1 I a if I oil) 1 a 11 a 11 - I ' 1 11 : II 1 • / I I - ll ♦ r : 1 a II : 1 1 ` I • -' I Ir4r 11 =I7 Ir: l: • 1 • • FLOOR OR ROOF JO 7. Y1111 Y: 1u MONO 1 ' • 1 . . 11 1 : 1 I nll 11111 uI 1' Il I : ; Iu - j rill i1ii1i 1 rtj ROJI) 1 ;i 1 1 1 1 1 1 • • 1 ' • • 1 • � ������� D• • • • 1 l' u 11 1 1ri. 1 41 111 1 1 1y I ' 1 1x1, rlll 11 Ii 111 ' I l l Irl ; : ,. I 11 1 11 1 111 . . 11 i4illit,ilki5mill FIso r. OVNM=BVFIAMM SPACES WHERE 1 OCCURS• iII .11 • .' 1 1 111111 : Ill L. : I I r 1 11 'I 1 ` 1 1 1 ' 111 1 1111 1I ' 1 4; 111 n ��i •������i it�h�i 1� ������ ►`+ BOARD • , I : 1 , _ : 1 ' 1 + 1 i a -. 1 I 1 i 1 1 - 1 11 , 1 4 , , I - I L 'RESORTS TO UNDERSIDE OF . . DEVELOPMENT • 1 ������ 1 • ROOF TO ISOLATE 1 1 71 1' r • 1 1 I •,I AREA. COMPANY of ; 1 • ������ � �� �� � 1 - 11 Ir1 ; LI • 1 SPACE • • * L•' 1 ' un In " ' 111 1 '+ . 11 ' 41I ' 1 • • • 1 • . . ••� . . ROOM 1 1 �������. • 1 • r. ,� . . • q �< r. 4 , 1 V 1 . •' _ 1 ' • 111 1 rl le' r : 1 I 1 1 1111' : 1 al ::' II Ii i . II ' � •: EXCEEDING �. 1 •r •.' 1 • 6 _ _ .�� ,�•jl 1 i� � � � � � � � � 1 I 1 � 11 I 1 1 I r 111 . 1 _- , � 11 _ 1 ' 111 1 1 :' 1 : , 11 111 �1��� • • • ••• 1 � log I REQUIRED AAA PFA •.I 1 r 1 ` :, 11111 Ilr, . 1 lr: llla I : : 1 : : II 1 I I ' 1 : 14; 1 II • / i ' 1 1 1 1 YI 1111 1 - • ' I 1 1 ;. I 1 - 1 Y : 1 1 1 :AEI 1 : II 4 " II Lr1 1 IILY ' ' 11 11 ` : 1 • 1 1 - •• :u I / / p r ,i • 1 SMALL ROOM NOT EXCEEDING ■ �� �\ ` � , 4 1a ' 11 '• 1 . 1' 1 I1 P1 : 1 , Ir. 11 IIII ll 1 1 111 111 I 111 r1 , 11 11 11 ': .' , . - / `\\\\\, ,.- I " .M 1 �• ' • •1 l i' I u 1 r nru I 1 ; 1 ` : 1 1 ll - I 1 Ir: : I ll : : I U 11 : IY , II h •: mraryommmyow • •, 7' • ' 1 1 1 u I I :: " I 1 11 1 I - 1 1 " n ' 1 , n : r : 1 I1 v : ' 1 Y 1 u l 1 1 1 • / 1 1. • 1 i l l l l : 1 •". 1 : u 11 1 1 1 1 r l l u K 1 - 11 , r : l 1 I 'n 111: 1 _ n l 1 I l l i • '. ' 71 ul 1 ' 11 : IIII Co x III I 1 ' YI ' I ' 1 : : 1 1111 : A , L 1 I 11t , . 1 . NEFI .. • •. :. rrl.n. 1 11911M DI N 910110 0 10 10 1 11 L •,•• •9 1 L 1 I 1 1 1 v :n I I 1 1 1 11 - 1 ' u Will (: i t ll "+ 1 .: 1 : 111 '1` i I : u 1 1 1 . ✓ 1 r 1 1 1 u : 1 1 1 _V :n '1 ,.I: M .1 I_Lf. 41111 ' 111 : ' ll 1 1 Y11111 111 rl I : .Y :C I1 1 1 1 11 " : 1 1 11111 ' 11 1 'II 1 ' II 1 'I I 1 : 11 - 1 1 1 l i l : 1 : 11 1' r: l Ill ' V ✓ 1 111 1 1 I PI 1 CrIVELENGDam • • 1 • • ' ? r PI 'll 1 111111 : 1 1 ' 1 '1 : 11111 '+ 111 1 • • : I • • 11 : 1 Yri;ti • • • • • 1 : . Y r :: : u ': , 1 1 .1 � u ': 1 1 ` I - 1 �: V 1 1 : l 1 1 1 1 -_ __- _ -__.__ ._. _ __ • • : PROJECr NUNBRK- 1191111 ISSUE 1 _ 1 _ • DATE , �' • " t' ''. i • • � ' � 11 r. II : I 11 I - f' n 11 ^ 1 1 : 1 : II 1 II 1 , " rl 1 1 1 1 1 1 : n I 11 ,: - , ^ 1 1 vl r- 41 11 it' ll 1 1 1 1 MALCONST 01.03.05 1 • - / • 1 / • ' � ■ / : rl :' r' 1 ' / ' I 1 •- rLl ll : 1 % : 1 ,111 YI ' II 1 � .'r11 / Il / / 1 . • 1 1 • • • / 1 ' •♦ 11 Yru 1 ; 11 I ! : 11 ' 1 ►_, ; 1 11 /__ 1 1 In , : r1 ' I 1 : 1 1 - : 1 ry 1 I n _ •. 1 11 I 1 1 - 11 ;uu 1 1 FINALCONSr 01.03,05 IT11IRLI 'if ►►�. : • • 1 • • • / A n .v ! A11 ! 111 n 11 1{ II I ; 1 L Y L. NI :u 1 1 1 , 4 11 - . 1 ADDENI 5 1 1 1 111 1 a Yrl � 11 ' 1 • - 1 • L • • / 1 �V• •1 1 p• • 1 1' 1l 1 1 l l 1( r 1 I 1 i 1 1 u r r : 1 1 1 1 u : u 1 i 11 r 1 I . 1 v : 1 1 / 1 1 1 1 / a - r • • � 1. 1 '1 1 • 1 • 11 • 1 � �\ • " r1 7 1 1 - -: , . I r ..; l : v iJI n1 x11 ' 1 i1r : • • • / • • _� - 1 ' 1 1 r : 1 ,: 1 I 1 ; 1 1 1 - - 1 - 1 1 - 1 : - 1 u 1 1 1 1 /1�1-1-� , 1 L : � 1 •+ I ': Y :: 1 1 U 1 11 PCi 1 1 .+ 1 LI : rI rI . 1 1 I 1 - - • i I ' 1 1 ' 1 1 1 •� , 1 roll I ': .Y :; i1 111 I1 ! 11t 1 : .1T: 1P i. l 4 ' I ' 11 11 JII 11 1 : 11 ' 1 M; 1 II : I � I 1 lil 1 'Iti • , • , . / , , LIJ 61L pi us . , pi LIN Va., ' II 11 1 I ral : 1 ': 1 III 1 '1 1 I . • • 1 : 11 : 1: FI : 1111 11 1 ` : 1 1 I 1 '; 1 r 1 1 I 1 " 1111 ' 11 1 1 n '11 ': . Li' 1 : ' . x1 111 11 - I 'lll Ilu ; irl : , 1111 : 1 • • 1 .1 • • / ' • 1 ' • • • ^ a 11 I 1 : u r ✓. 141 • : 1 In 1 1 ' I 1 1 I 1 >I :•. I l ..rr 1 folk ') UrI 1771�LIj IY . 1 1 i II ' 1 -Y 1 I :•-I; q.11 •� II ' : 11 �: rK .. 7 • 1 1 4 1 1 1 1 • 1 1 � I � � � � �� I � I � • • • • • 1 1 171 Q T17 M :' IIII 11 . 1 II 1 • 1 , . 1 �� �� �� �� �� . � ' �•i :' 1 . 1 PIIJI 1 11111 ': Illl Ilr 111 II I - : III 1 { , Iii .6 '1 1 ' 7 7 ' 7• '7 ►�, ,, • • • • be 1 '. ♦ : I 1 1 l - r 1 I r r Jill L 11 1' 1 , 1 I 1 11 1 1 1 • : DESIGN � �� � �� � 1 •'' 1 h 11 ' kl A 1 • I u 1 �: 1 IL � I ' 1 - K 1 ' : 1 a 1 rl � 1 ' . r " 1 : v 1 • � • MECHANICAL/ • 1 • • 1 N/ 11 ' 1 1 I 11 11 1 1 : nl . l r 1 rl ' 1 :dvl . : l 1 • • • MI I 1 1 1 ' Ir : V : 1 II : 111 I : :f : I 111 . I VI ' 1 ill ' 11 1 11 11 1 . 1 1 . _ 1 II 1 I IA 11 1 1 111 : 1 I r I H I : Y :� • : I PLUMBING PIPES ILL TWLS MA R003 :a Own i / ' • IRAN IS r ill Fill , INK 1 1 1 / , 1 1 11 1111111 I / © 2004 42140 ARCHITECTURE, INC. lav coin 00 E. RAND L / JOHN N / �. / 100 RESIDENTIAL — BLDG 4* Occupancy Type: R-3 / • 1 ".000 A zH RESIDENTIAL — BLDG 3* / / W O Occupancy Type: R-3 / G,y / / BUILDING 4 A 4114 a / w IT 10 U) vN 014 PR00 ��pGK SIr RESIDENTIAL — BLDG 2* / �Ni / s 0 7� FEC-3 Occupancy Type: R-3 1/�/ \ G W W � / / / tr q� FEC-3 _ 00 V 11 0, Z Q RESIDENTIAL — BLDG 1 * ' BUILDING 3 �y� O w O Occupancy Type: R-3 ' � � p � a _ ` O 3 UNIT 12 � y'ip 9 .5 V ' �cO FEC-3 Q FEC- 1 -a BUILDING 2 C_ OwNBR/DE ffiOM iL FE g. I > 5 > 5 G ® woo ' ' KNOX BOX FOR FIRE DEPT. VAM RESORTS I UNIT I N tin 000 / ACCESS AT BOTTOM OF STAIR DEVELOPMENT 000 O 1 . BUILDING 1 � 1 000 000 WOOD woo / / / CON1COLORADO UNIT 16 ' ARC[Err rOF RECORD Soso 1 m \ FE — ` ' FDC WITH HORN & BE Occupant Load: 70 DGMW, cabrmb C ON SITE Door Exit Width Re 'd: 10.5" ernsrexrUrsnu I Travel Distance= 196' (RE: FIRE PROTECTION DWG .) -c1 q I ' (<400') ® �` O Door Exit Width Prov d: 33" HART HOWERTON I *000 Z Stair Width Req'd: N/A 1 FEC— FE _ I � , Stair Width Prov'd: N/A Neevroax rnnvroa�c 000 ' FEC- 1 i ` $�1 AVON,COioaeOO 000 000 ' ` ems,COLORADO STAIR 2 1 I 0100 Travel Distance=207' SHC-1 /FE 000 (<400') ` °v°'GD� Occupant Load: 70 ® ' I � �� $� vna,cCaoxAOo Door Exit Width Req'd: 10.5" 0100 000 Door Exit Width Prov'd: 33" FEC- 1 I 0000 000* ` PROJECT NUMBER 209110.00 Stair Width Req'd: N/A 1 1000 Stair Width Prov'd: N/A I woo ` ISSUE REVISION DATE 04 CONST DOC PARKING TUNNEL 1 FORPERM[T 072304 �I 1 I Occu an T e: S-2 ` 05/06 CONST DOC 08.13.04 1 P cy yP , I Occupancy Load Factor. 200 SQ. Fi./OCC. 07 BLDG. 2/CONST. 09.02.04 Total Sq. Footage: 42,071 SQ. FT. TUNNEL REV 091004 FIRE SEPARATION RATINGS Occupant Load 212 OCC. Exit 2 Exits Req'd (3 Provided for Exit Access 08 BLDG. 3/CONST. 09.24.04 1 ` 1 —HR FIRE RATED WALL ♦ 2-HR FIRE RATED WALL i i u n u ` 09 BLDG. 4/CONEY. 10.11.04 ` 3-HR FIRE RATED WALL i i i I i i i n I ` 10 BLDG. 5/CONST. 10.25.04 / \VI A FINAL CON5f 01.03.05 6A/7A/8A/9A/f0A/11 i FINAL, CONST 01.03.05 / * NOTE: ALL RESIDENTIAL BUILDINGS AR 1ASSUMED NOT TO EXIT THROUGH GARAGE. 16 ADDENDUM 5 05.16.05 E / / / CODE ♦ 1 REFERENCE PLAN BUILDINGS 1 -4 GARAGE LEVEL CODE REFERENCE PLAN E 1 ) SC GAARAGE D�LEVEL - BUILDINGS 1 - 4 R101 v N � © 2004 42140 TECTURE, INC. RESIDENTIAL — BLDG 8* ���\ ©f cooq� Occupancy Type: R-3 �"' E. RANDAIJ J014N I 20 ' as RESIDENTIAL — BLDG 7* Occupancy Type: R-3 O wo� 04 wo ' ® UNIT 1 \ Q o BUILDING 8 �T� [••1 RESIDENTIAL — BLDG 6* ' \ \ Occupancy Type: R-3 i -7/ \ � \ V RESIDENTIAL — BLDG 5* / _ ' ,1 UNIT 2 \ �` Occupancy Type: R-3 A FEC-2 FIRE COMMAND BUILDING 7 000 ` CENTER UNIT 3 0 KNOX BOX FOR FIRE DEPT. V i 7 p F ACCESS AT TUNNEL GARAGE Z 9 7y UNIT 4 WA FEC-3 FE —3 ENTRY DOOR / woo ] O / O O BUILDING 6 FEC- 1 35 00 *00 G2F FE 000 ,3 N C 3 0010 O O ' \ ` OWMR/DayscorER 7� • 000 VAIL RESORTS /� G / / 000 DEVELOPMENT 1 13 � 0409040 COMPANY ' N 7 FEC-3 ' AVON, COI oRADO ` � SHC- 1 /FE FI IC WITH HORN & STROBE \\ , "`°macTCd asr 0 BUILDING 5 �00F ® FEC-3 ` ` ® 000 ' (RE: FIRE PROTECTION DWGS.) F \ 0100 00 Gam\ UNR 8 yF � � Travel Distance=208 *MMfflcVnME REQ'D EGRESS ■ 00 I (<400 ) ////// Occupant Load: 70 \ �0 Door Exit Width Req'd: 10.5" \ MASTERPLANNER Door Exit Width Prov'd: 33" a DRUGNARCHrfECr —3 FEC ' Stair Width Req'd: N/A \HAR HT OWERTON 1 y� 7y ® FEC— Stair Width Prov'd: N/A NEWYOWNEWYORK. *00 ' Travel Distance=303' \ o�o aNawRLt nx ® (<400') a \ evoN, co7nRADO \ N BCDANICALn.w TRIBCA R GMER M•oRNGDfl=% VC AVON,COLORADO CEVVILENGR M A AIPMENGD11MRII411,1M VAD, COLORADO SHC- 1 /FE Ir PROJBC'1' NUMBER: 20900.ao ISSUE REVISION DATE 04 CONSTDOC *100 PARKING TUNNEL I FORPERMIT 0723.04 O � � Occupancy Type: S-2 / 05/06 CONST DOC 08.13.04 --09.02.04 � Occupancy Load Factor: 200 SQ. F1'./OCC. 07 BLDG. 2/CONST. 41000 A Total Sq. Footage: 42071 S0. FT. TUNNEL -REV. ' 09.10.04 Occupant Load 210 OCC. FIRE SEPARATION RATINGS � 2 Exits Req'd (3 Provided for Exit Access / 08 BLDG. 3/CONST. 09.24.04 ' 1 —HR FIRE RATED WALL 2—HR RE RATED WALL 0100 09 BLDG. 4/CONST. 10.11.04 I 3—HR FIRE RATED WALL 10 BLDG. 5/CONST. 1025.04 / A FINAL CONST 01.03.05 / 6A/7A/8A/9A/IQA/11 FINAL CONST 01.03.05 ASSUMED NOT TO IEXITNT HROUGHING RAGE. / 16 ADDENDUM 5 05.16.05 • / i e a a r I CODE n / REFERENCE PLAN m a a N BUILDINGS 5-8 GARAGE LEVEL t CODE REFERENCE PLAN 1 GARAGE -D"LEVEL - BUILDINGS 5 - 8 1 02 • SC N ® � � \ too U, © 2004 b2140 ARCHITECTURE, INC. V ♦ / O RESIDENTIAL — BLDG 4* OO 44� (e O � 4i L'�t• Occupancy Type: R-3 � / �^ - • i O \ E. RANDAL O � N • �AL RESIDENTIAL — BLDG 3* O Occupancy Type: R-3 � 1 �l I � C16(y ( / I wj RESIDENTIAL — BLDG 1 * O ' t o i • SSG ' r Occuponcy Type: R-3 — BLDG 2* O - ENE ' / O RESIDENTIAL � I so Occupancy Type: R-3 O ♦ pPE�i l j O� • z O O 5 �� - O % BUILDING 4 �y�, • A q< • Cn p o O ru 8 . r. r 0 � w .° J 9 NIT 0 1 l I v � / 'y b A x % V --�l a ' • /�/ W 1z —1I I ♦ / / + OHO IT 1 I F4 ► , _ ��,` z _J ♦ �_ BUILDING 3 �i ♦ ` 2 I O I• ' • 3—HR FIRESTOPPED p,a �, �. � �3 �� PENETRATION ZONE I 1 I ' S • O ' O i � --- " f O UNIT , / I V I ��IIIIIIpgIIII r � — _ • STANDPIPE HOSE CONNECTION J � — ���n 9 —7t, � (RE: FIRE PROTECTION DWGS) j / 9^ 9• _9 BUILDING 2 ° > I 7 I . 5 . • O owNSivosvmorm ��� --��, I I >5' a \ NIT 12 _ N • � � I ���J" VAIL RESORTS it I . 1, 'I - • • •' • ACCESS AT BOTTOM I I i I G DEVELOPMENT COMPANY I BUILDING 1 � ' I 11 '-4 p UNIT 13 AVON, COLORADO t I >5� ` ♦ • �/ / . . . . - - Axaarci.`rona>ECOxn NIT 4 i 3—HR FIRESTOPPED // • 0 p*JAJMWE �T I T 1 m PENETRATION ZONE / / • I 1 j � FDC WITH HORN & STROBE EXISTING Pen"�`' Cd=dO i I //_ ON SITE WALL ` I — `� MARRIOTT // RE: FIRE PROTECTION DWGS•) Icl a 1 I T , — — • ' • ' ' • // y' � � o PARKING DBSIGNARCFQIT(T . I ® HART I HOWERTON • • • / O O N6W YORK,NBWYORK I > c O STANDPIPE HOSE CONNECTION gip` �� I s - • . : : . • • (RE: FIRE PROTECTION DWGS. • ` '� - I SMUCTURALENGIIg,PA 3—HR FIRESTOPPED J y eeoNaosmNEa>OORADO ns,Rx ` I AVON,COLORADO PENETRATION ZONE /- f It � ' I I.,s: r O .. -. �� N 01 - - c f NECHAN[AVON GOIAIUDO�C • O � O O ` ; I a o avD aNC>N�III-1 • . I _ ALPINE ENGINPFIlWG,ING • ' / ` :. - 3-HR FIRESTOPPED _ /♦ O • - < _ vAU coLoxnuo ,// X I STI N G PENETRATION ZONE / O h a - izr a F , -7 s PROJECTNUMBER 20900.00 I ,I O ANTLERS ° o 0 A STANDPIPE HOSE CONNECTION _ � ' ° - O ° ` " ?' i' DWGS. • - rr �., .- z t< ISSUE REVISION DATE >, (RE. FIRE PROTECTION n r ,f I 1 ,: _ -: _ . .. _ . o � � . f'� , '. .' n �, _ . . >. _. _ a CONST DOC ♦ r x. 04 _ ?� _ . _. O � _.. . <. _ , . _ _ s.. _ _ x. T ��...- `a . . _ <. -. .r _ - - - .. _. . :. :_ 7.23.04 r . .,. 4 _ e a I l' ." ""-: _ . - >- _ >n_, " " . _"" .". _ ;:� as y<a .Y. .13.04 I - I _. o _ , _. _ .. _ . : -_._ _. , - .a = - J OS 06 CONST DOC 08 ., . _.. _ . . _ .. x .:` � . y r I , . ,,,_ t , _ _, __ x_ g -: . _ ' lr_ - -. _ ", , n w :. 2.04 1 a, _ . _ -s' B 2 ONST. 09.0 I-II. . . : •_ .. I. : -. _ .. . .. __ . . . .Pay. . . . .,a,>. - F . ,. [ -, < ._." -_. . . ..-e_r Y -aa.- f - - � $�p> R �.- aY/ ., - .�X . , -.-.. - _. . r " s- . s _. _ _`2..__ - , "a .- .v, •- _ . _4- ,.> _ . .. ,R . 'i. s 3sv.. -v. . P:> :a 11 _ , « �. .. r , �� o r.. c _ :: TUNNEL REV. 09.10.04 ] I I I"-- I . ,x- _ < ., EPARATION RATINGS *F a-: _ >, - , ',' < e r - _:. . _ :. I- I". ..n _ - > '+,. .� a,_ -•�.'._ a.. l - i its I - I. <: :r °_ . t. B 3 O 09.24.04 FIRE S _ :_. . . '.:: - . <. a . r is ..-:` .. ,.•:r t =: - r , ..,_ ,-. r<. a v. "c " a.:_., _ , .'.� - � _• ,. 1 _. - TED WALL - tea. ♦ 1 HR FlRE RA _ - t .; - :. BLDG. 4 CONST. 10.11.04 " t_r:x "";;' -r - ,;'> .�,.ik ,. ''r , . - ns' :Y.C- II II � II � II � " `'` `er t: .��..,s "<,t, _ r 2 HR F RE RATED WALL ` 09 / s = __ , ��. „� -ors._, 10 BLDG. 5/CONST. 10.25,04 / _ n F >ISTING z , – r: . - _ .,Y . -” ., ,f;> - i' - - '::; - -- <::: I I I I I I I I I 1 1 1 e,- t.n -rs - :K � .n, ,. ., > :-'_': ` s` — RATED WALL z, .. F -,.., a , 3 HR FIRE I <g 11_.: . " , " - <" �_ m �, . RIOT MAR T . z, a . _ r M M r _ . . . r_ _ : _: . I .I ". ' .:' 0000A - - { . - :a'..-... " .:f .:: .Sa. _ .. s>.."r , <-,a">., ,- - - _z ._ _ � -x 5r . va:'M'" -s-- .�, I III -,I 5 FINAL CONST 0 1.03.05 a FF �. 3 _ - _ __ ._ 6A/7A 8A 9A LOA I l 1 . - , _- -I.. I I / � I %I .,-.I-,. ", I'll y ,. . F- I._ r_ 1. 3.05"III_... _ r _ CON T 0 0 1 .x x, «. , . r r , "" "_ ", < < I FINAL S _. .. z_n NOTE. ALL RESIDENTIAL BUILDINGS AR _. 05.16.05,If,It 1 . I ^ , ,., ,:" ° -.;: _ a :„._ <f'. . ,<':.,._ - .. :. ._ : ...:_`` ' j _, " a-- -'<s . -✓""m c. -. `� P -_ e , <G:<,..; .. < - _ I 1 6 ADDENDUM 5 u XIT THROUGH GARAGE. .- III _, .. v a. 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". <x--, w 4-. .. .. . _: .> -< .. ;,i=. . _ _ . _ .. .k-.. _: - c. .. .v.__, ,. _t 1. . : _s:,, _.:`:�- ? _ >il. _ -. . _ :. _ _ � ,. . . _ _ _ _ � > ,�r - � x �Y �. � PLAN \ _ _ a _ n _ , y r x- _ _ . _._ �,.< [ _ - .,. - . ,_- �s< � ._ < .. . _ � s. Wit: -�,.>_ "�.. >_ , ,. _. :,... _ <. . . _�. < . <. _.. - ... . .- _. . _.,.-_ . . ...: . , . . _. "a.. •__ - " .e., :.. .y a-_ w , yam:_ +i3 � ,- . .. --_ . . . ,. n.. .. - i. . x , . . .. _ , . .. - . -_ _ , .. . . . ,_S z ._ ,..4. PF .. �3. " `%3rd+ 3 __ _ - s r .a - . . - - _. _. . _. .. >, , < _ _ . - J_.-. , .. it - _ v" .. Y 6'=`a , -."ein �il"..:y , _. .r._ , �E _ • . >. . _ . ._ ._ _ d _ , . ..- d, _ _. -m a - 4c .. . i _ e.. r . .< . F" - Y ` a<> " _,<- . . _ . X _ t. ,x .,_. _ A. . Y . . . . ,. _.-...,- y ,... ..u . . .,- _.._ : . __ .i - _, t .. a - ..�. ._.- " !'Y..a y� sia�.> "l.-r r,. : III v . .. .. ... .. .a` :R x-" " -< .-.. ... . _ <,. . .. . - x . ... :... ..... .. <. _. .. - a s. E-.. :, .. c. _._ .. 3 Y ...:,>-:_ _ _/ . , .-:<, ,:.-. - : _ d. .. . 4'. _ t ..¢. _- Aca e': - -- .. 1, -. - , . -!> . .. ,.-. .. . _ . . .._ ,•s -..,.. . _r'�, . . -. . , .. . .. .. .._. .-_--2 > .-: _r_«.:(' z"-',._ LL `I ...- ,. __ a_a<..f• _.+_ge_ �:> .:._.�a_s a,_� . a+.,- _ .._,<_ I PLAZA LEVEL CODE REFERENCE PLAN PLAZA LEVEL - BUILDINGS 1 - 4 R103 �14E 0 C�0 1 A iI i 1 SCALE: 1 /16° = V-0" — N I. 1 © 2004 42140 ARCHITECTURE. INC. RESIDENTIAL - BLDG 8* GORE CREEK — Occupancy Type: R-3 sip / P.AND AL � �('N^ ti✓N 0 q ; AU i err - -s i ; Ak RESIDENTIAL - BLDG 7* W Occupancy Type: R-3 ♦ ♦ z 0 w 1� • FIRE COMMAND �I / ♦ BUILDING 8 M.y w CENTER BELOW RESIDENTIAL — BLDG 6* Occupancy Type: R-3 '• 75 9 7y AL Type: R-3 Do I !� W O _ ^ � o RESIDENTIAL — BLDG 5* � � � / - I � V UNIT •' • P ^ \ BUILDING 7 0 1 rTW, �0 • ' M 0 o Willi . • , • KNOX BOX FOR FIRE DEPT. W I � ' 0 �5 ��� \ • ACCESS AT TUNNEL GARAGE (n •/ t► ENTRY DOOR woo WOW too z 0 W 0 • FBI N • , • ' ��G�� U IT 3 • . i\M R P� A0� O S 0 1 4 •' \ FIRE\ 0 I 0 � O BUILDING 6 ♦ ��� • O , \ , Elb . . : PENET TON ZONE TO E � O � A I I O O/ NIT i , u / � U� \NGO 9ss 9 ,� 1 ' - �. 3—HR FIRESTOPPED OWNaRro�BwL�a �p 0 \ G�� - O PENETRATION ZONE �i ♦ VAIL RESORTS q • DEVELOPMENT STANDPIPE HOSE CONNECTION COMPANY \� 0 BUILDING 5 I / (RE: FIRE PROTECTION DWGS.) \ AVON, COLORADO v _ _ • ♦ G2 ! / nxCNrlECroYRECORa FDC WITH HORN & STROBE • ♦ ON WALL BELOW ♦ / (RE: FIRE PROTECTION DWGS.) II F N�1 IT 7 *UARCHE G o . . M I Q - MASTER PLANNER A a ♦ . . - / ♦ � I DESIGN ARCIVIECi / ♦ HART I HOWERTON T 3 HR FIRESTOPPED STANDPIPE HOSE CONNECTION \ NEW YORK.NEW YORK ♦ �� • . • . PENETATION ZONE (RE: FIRE PROTECTION DWGS.) \ yF , ' • . // sLnucruRALENGLNEER _ • • ♦ ♦ MONROE&NEWEiLENGAMER.S,/NC ♦ i I - .. - - • • .O - I AVON. COLORADO ♦ j ♦ ♦ \ I MECNAMCALELECatICALENGRaM M-EENGB4EERS,LNC ♦ - - AVON,COIORADO V• / CIVII GENM3EER • • • / ♦ , i ALPINE CENGO�DG.ING AL / • ' I PROJECT NUMBER. 20900.00 3-HR FIRESTOPPED ISSUE REVISION DATE • PENETRATION ZONE 04 CONST I)OC / I I / • , • / i FORPERMIT 0723.04 O Ah 05/06 CONST DOC 08.13.04 AL l • r / ♦ i 07 BLDG. 2/CONST. 09.02.04 FIRE SEPARATION RATINGS / I SA TUNNEL. REV. 09.10.04 i 1 -HR FIRE RATED WALL 08 BLDG. 3/CONST. 09.24.04 • _ 2-HR FIRE RATED WALL � 11 � 11 � 11 � 11 � I 09 BLDG. 4/CONST. 10.11.04 • • ' / 3—HR FIRE RATED WALL 10 BLDG. 5/CONST. 10.25.04 r FINAL. CONST 01.03.05 4 y S e4• > 6A/7A/8A/9A/l0A/11 * FINAL 01.03.05 NOTE: ALL RESIDENTIAL BUILDINGS ARE ! ASSUMED NOT TO EXIT THROUGH GARAGE] 16 ADDENDUM 5 05.16.05 1 a4 r g I s'3 -_t s4 x = EXISTING L Y " MARRIOTT f I T PARKING " h ' 0 ' STRUCTURE v CODE REFERENCE PLAN „ BUILDINGS 5-8 PLAZA LEVEL CQDE REFERENCE PLAN 1 PLAZA UVEL V - BUILDINGS 5 - 8 R104 SCALE: , 000 ' - / © 2004 42140 ARCHITECTURE, INC. - / - 000� - of coo lllIllI f - - ! E. RAN AL �\ JOHN N { 00 - 9 - AR� RESIDENTIAL - BIDG 4 / / � Occupancy Type: R-3 ' - �, 7 ° - 00 � /� / m i / - llllllll.l..\ W RESIDENTIAL - BLDG 3 / ° s� \ 1 O Occupancy Type: R-3 / - UNIT 9 O W F4 ® \ quo � � ' / BUILDING 4 \ \ \ A � O �i Q �� / �a ° \ tiF \ W E-+ tv I iw 9 QROP�R/ �V,' - 7y 9 �� UNIT 1 / ° \ O �G / i -� I RESIDENTIAL - BLDG 2 / 5/ \ \ ip \ \ ° O /� 0 W Q V F�1 OV4 iI I Occupancy Type: R-3 - ,\0 � UNIT 11 �Fp \ ® W 4< .✓ \ \ op \ � \ 1 ) Uz rA 000 lop RESIDENTIAL - BLDG 1 ' - \ <Z W Q BUILDING 3 Y z / F+� � Occupancy Type: R-3 ' - � � / � a IJ IF--: i O 3• \ � , O �� - �y UNIT 12 O / / / r �� � 'iul \ 5:--1 �-� - IT 13 % / /----------.-------1 \ / t✓ >5I > 1 BUILDING 2 1 �Do \ • / owNHx/n6vHlvrHx j I I I I I. I I I I _ NIT 14 , �� \/ i\/ / VAIL RESORTS 1>54"1 1 1 `z� DEVELOPMENT I ° BUILDING 1 I o 1 1 \ COMPANY v 1 / / AVON, COLORADO I SNIT ,S ' 100 - // 1 ` ARCEHIBCT OF SECORD I // ! 1 - I. 11-�I.;.;�I I I--I;I�l.I----:-I,.,I�-I I.I I-..--,I I I..I I.--,I I I-I l-I C:l-I I--.lI I.'--,1I l-.-..I;.I 1,-,��'I 1-1-.I�.I I I'1-,,-l.I--I-I I-I:I 2-I..I-.,.I-I,".1-,.-I-I I--1I 1-,--lI-,-.,cI..�,.-..,.I-I,I l.I l l-I II.,--I l4-lt l'I-I",��j1;.I�I..-�-Cl I v,r1z.--l-�-.l-I.-.1,,o.,I-.-,-I I l 1-I,-l,.--I.,'-..-1�-I--I I,--,,I�.I-:I-�I�,-.'--,I I.,,:;.-I I--l.,-I-.I...�.-I-�..,--.-.-,I--";-,--,,,;C.--.I I l-----,.�:-I..I.�1�_--�,l.I---_-,I I,-.�%,,�,-.I.,..,,I,-I..--.-I I I I,-��'I I.�I-.-:I--5I,:;t�:�.:-I,,.�:I.--I.".--l;"---�I.---."-.,,-1...�-lI�--t�,I,-t l I��.,I t.,,z�,-�-,I,l--�-�:�--,---�A_-�..II,l:�..�-I.�I---,,l�,-ll-1.I-�I..�::-1-,..,l c l"�-I I I-*-I-1-I-I I I,I.I�',--l,.,-,-,-.I--'-�l-I--I;I.Il,-I-,.l�--.-C�I.�,-I l-I--,.l"l,�I.�I-.-,-1.,7�.,4 I-��I;.----I-I Z---I-,.;,I..I.--.-l-----,:.".I:I I-:,..-t.-,:-,---.I'T-,-,cl lI�-'-I-. I // EXISTING M""I�`"'� I /i _ - - - _ - ��/ ` ' ,X MARRIOTT // / ® I PARKING DHSIGNAgCHIIFCf ! 1 / / HART HOVUERTON L // STRUCTURE NHWYGMN6WYG '� ' /� '/ - S1RUC7URALIIJGAffiH[ o I I _ MONROH @NHWHLL ANGH,1�Afi,INC / - - AVON. COLJRADO / / 16F.CNANICALHIEC[RIGIL0VG6,Di6R // - M-6 ENGINEERS,INC I I I I ' // ' - z _ AVON.COIARADO // I VAII.,COIARADO I I, // CIVII•HNGDQM ® !-,� // / ALPHJH HNGRI&BRING,ING 1 .EXISTING // - ANTLERS // ' - �� _ r I 1.1 - s I . PROJEC NUMBER 20900.00 t, r l f ' `t r : of r , � s -. } "� r� " _ _ $,`' �� . a c " : t x, P . >^ 0 3 i REVISION DATE 11 . I e . - `�` i ¢ S DOC :_ e„ -i - y :<.. _..•c.z _-s YV r v� .r se.y ,t3 - t f,?; <.� `P Iw.- " " _ "."" . -" "_ . r.- , a-,. . , """ . r _ .[ .-, �,.,,.," <_ - '* Ott ,s, r . "c" t- - 04 ISSUE CC'% .- y, ',�iy' _ :_ _ e.:-q ., f . ' _ l ._-::-- - - ,3.- ?.:n . w g. 9`h >: L3+ . ' �"rT - 'y„a S3" {v.Y . -- _ - . .. y -,- .. : _ .. _ _ >r . _, .- ?f 2>. - >. > p c$t$ sJ.]<X fir., -�[ Fi: - 3. i, +h 1 }, ..g . . _ +y - - x-� �.,t� FOR PBRMIT 07 23.04 - :,.:. .o-_, - :-: s: " `- s - t s 2.c- :{ ice. +. , -T+4 a J 'a?"+ jall t:: ,._.... . 1 <,T. y , . . .. .. f .. ,. , .".:" .. ._,.. . ,rh.-'Y, - ^.n. !- '-P <-i"c � Y- Y .."s'.:c <„ , - . , F . > ,T, 05/06 CONSTDOC 08.13.04 �?:. -, " . , > - s,_,-:' w- rt -,`;<`sar , t.^.s 1 >•`n x 3. : " 'd" y 4 s 1 4 h 's= t , >•. z_ . �_ 4 _- 1_ 07 BLDG. 2/CONST. 09.0204 I A C i S .S'- , . -. ,.:. . :_ ,., # . . 2 . 3s = _ TUNNEL .1 .04 - I C ..r_ _ ra . ,rk s ,-: 3 s- < 5 RSV. 09 U Ill .... . ,zV,.: ., .. . , t a . FIRE SEPARATION RATINGS ,<_, h <, > _ I I, ,- ilf.,.: B 3 04 1 ._ « - yr ,; BLDG. /CONST. 09.24 1 ._ _ . . t :..:: N 1 -HR FIRE RATED WALL I I I �� I x 3 A . ,, -, ,. 09 BLDG. 4 CONST. 10.11.04 1 -1_ 2-HR FIRE RATED WALL �� �Y� . 1 I s � -* i r ���.� t , r EXISTING 1. -. r 10 BLDG. 5 CONST. 10.25.04 I.1i # + T- x ism 3-HR FlRE RATED WALL I I V I I I I ar 000*OA_ - - s ,_ - MAR OTT : ` P FBVAL co os 11. . . r NST 01.03 ! / �, _ �/ _ �. t,_ # : ; -„ < - _ ,. __ . : ,� , -<� . . h [ _ . r.< ,. - « . z. .� .. -- _ - ... 7 . . " ";_ iii xa.: < fx -: i - I . c .- r 4 --_ -_ ## lqllv R F _. _ _ _ ,. ._ . . _ - � . .. ,%I-_ l0A 11 I.I- It_ _ _ _ x I -- , .- . .-�. . _-. _r.. . ,...... _ x _... . .y a ' .r .wE .., ... ._ . -. ,. . . - .. . . . a -. .i.n ,9- v_ v. Y a .:. W. Y y i , ,. . ._. _:-.. =o"� - ui as. Cyr?"< _ I y S u :, f _ ,_ ,��- . .. - x _ �,. . . , c <_ FINAL CON 01.03 OS It,.. . - - uG. 2_, ? ,. joss . , � -tea .4,- .e[. .4... .. .rem , e , ., . . - _ . . .: .. .. . __ . -€a 'f•Y __ t - < _ _ _ ,/ \ I- x - a _. _ . _>- . . - L _. _ . _ . r _ . _ _ - . ., .� .. ; : 16_ , _ ., � - , . . _ . - . . _ _ . . .. r< � . - _ _ . . . s �_ - ADDENDUM 5 05.16.05 . ._ - ... . ._ _ G _ -. _ " "vc .v. o . _ 1 ., . ..-., C _. . . . _.3��?Y._ . . _ . , ._ - . . Y. .",._ , , . .. ,-.4F 'f J_ ". -S iWX_Itf. 1011 .-. -_ c _ .. . _ .. < <. . . ..-. _ . _ _._. . _ . .. _ - _ _ j� - .. _ C +-, .. - _ ,. ._ . ,. _ e" ... rte m . . . -s . :. c., "o _ «t , S c ¢ i s2a: "". v A P .. ! . a:. _$_.. _ . . rna" a v. _irvw ", > x..... , .rV i _ .l- n ^ _ {^ `r[1 I... a.. F' v r. _ _ -:Y " v v Yk. . . . a.. : . ... .. 2 "a . . "..rC .. _.._., _. < .... . _ _ . ,_ _ , s s , , " _ "_ , .,> >_ - . . < .>:. .. 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", L-_ "... - i, ) S..- ab', C -" :. 4 ^N z:a a�F'n. �^ w'«^' .-� ,� :as ,ii`y n x _ .. t r _ - -,: - v . _ :,:: s, -.:,. .; .3 . a!a?Cal - P .3' 3*-z ,,. x ." . . . -at'a'. .xr�..- ,< .. . _- i*. ,'x€ ,< _ ." <.. ,. . s -. .... . � . .. 'r3, , _:.-,, r.G_,.. r .. :. -. "` <u,_ .�. t. v - .Z. . . - . .,. ,. ,. ..r _ s . -, . . e > �=k' . �` -_ a_-:. . -.,-<., � r. ^, „ aatt2 c �?_ r ,_. .. _ ,. .. s: . _,_ a r s. ., x. . m, .1: S„ �y� . . - _ -ix4. . _ . '- 2 ,. .. . " .:..> __ .�,, .p .. :-_ ... _, _ . . .... . _.v. - r e . _ � : .. . . ,-:. ... e: r-. .= _ . :.,` .oA•5 ti°fivyr,4- _ _ c _ REFERENCE I. _b . . _ Y.. . i, _. .. ._ . : .. -r.. 1 __ Y - a. .a _ :. : - .. . _, '1 r, <.- fa ic. ,. Y, _ T>}, h : .-. "c -ro .�; ' O .-._ Y� - ,Y.x .. . i ,". .. _, _ :. . 3 -.. s . . . _ . -. f :. . _ .,.. .i _ _ -.< a.. AJ F' .TCp Jx "in11. �{�-_ °f ltl I :, --.- _3.,. >. . - , _ .. < ...., st . .. w ,. __,..,..� _.,., . ., 2 ^,. :,:SY �<•« -- x <z�. .., r f,�- z-"-0.a. - ... . ...,, . " �" � _ <�i-"- .... _ t. ,. ., , . - £ NY r , _ ,. . . - ,. ...:-_ .r .:-:._ <.-._ - ; ., } a _ it "- � i "-?Lr 60 % .Yi e . -aF,:A-. if " � < < ._ r, _ .. x.. is s (Y,Ti r?, r " ,.: s '<`T §•< u? d », S'. I; Ill .- _ . .r_ - { .: xww_. ... -a _ - _ ,.",. - . -. , . ,. - - -x:, . a. ,}ss s.. ..r _ f"•' -. - 'v-fix.. - _ - ,- e- .z. . .----::. _. > ,7<� ...... ....e sy ., °v .. a, <s�.. . . J.: - .� .: ":__ ,. _ ., . .�_ 5 v. ,a..-:xa?` - . � .,i �3"tea, _ , > - -- v . _ fst. .. .,-. . " . . .F o-- b .. -... _,. . . "- . . . . ...:. - -, ,,- ::r:" - � ' c _: s..-,°.'... -<. �3_-..a 5..,: - �"Si 3$_ . Y 5:<�- - - , :'rr,� I I._ . #: , ;r s f�1 _ � ,:.. -. ^`J . .__.. ._ -. .:C - . s . .__. .n 4 . z_ . ,,a- . .: a._i. _ .-. . _ _ ,.. . . _.. _ ,..tYr,.- ". ., ._ . ., �.,;.,� - .rr. �- u+mn: €. _ -_,.n„dS�'- - - ,°�'>" d i III y <e PLAN LA ..1 � :'.. _S. , ._ - , �, . , . � . . ,. .... "._ _ .. . .�.. ._ --. "- .. _ _ . . ., _. .. . xv - -. . . ... v - Tom. >s - a a ;' . > BUILDINGS 1 4 I _ _ _ _ , _. . „ UPPER LEVEL ! mCl ( C t i Sc E 3 1 UPPER 1 LEVEL - BUILDINGS 1 - 4 A R1 05 L J C N - © 2004 42140 ARCHITECTURE, INC. _ RESIDENTIAL — BLDG 8 CORE CREEK /� Occupancy Type: R-3 E. Pty N D, JOHNS J -nnp . ICF� S / - RESIDENTIAL — BLDG 7 - H Occupancy Type: R-3 / - '' W O FOOD - � ® BUILDING 8 ® 1 RESIDENTIAL — BLDG 6 Occupancy Type: R-3 W ^ \ RESIDENTIAL — BLDG 5 '' 10iP \ W Occupancy Type: R-3 / - g 7y \ G n ` CIS MOOD ` — �107cy BUILDING 7 IT \ �� \ \ 0 0 / ` � \ NIT 4 \ � \ �� , loop UNIT 5 / BUILDING 6 X11 OP�R� NE FOP VNE / 0 v / 7y 0 7y UNIT 6 \ � / ` o�v++axinaysoorm� VAIL RESORTS e�\��NO \ ��% t• DEVELOPMENT goo COMPANY / 9�J'G AVON, COLORADO 1i i � / A / NIT AacxrrscroPRECOxD / BUILDING 5 139 x. colaaao I MARTER gLANNER DESIGN ARCHrrrCr IT 8 / HART I HOWERTON I 1 \ o\ NEW YOM NEW YORK STRUCTURAL ENGDUM ` MONRO E,Ak VON, COLORADO S,INC MECHANICAL ELEC TRICAL ENGINEER WEENGINEMINC \ / ` AVON. COLORADO CIMENGDEM \ ( / ALPINE ENGLNEFRRiG,LNC. I VAH. COLORADO \ / PROJECT NUMBER: 20900.00 I \ / ISSUE REVISION DATE 04 CONST DOC FOR PERMIT 07.23.04 I \ � I / 05/06 CONST DOC 08.13.04 07 BLDG. 2/CONST. 09.02.04 FIRE SEPARATION RATINGS / 08 BLDG. 3/CONST. 09.24.04 1 —HR FIRE RATED WALL 09 BLDG. 4 CONST. 10.11.04 I / 2—HR FIRE RATED WALL i 10 BLDG. 5/CONST. 1075 04 3—HR FIRE RATED WALL A FTNALCONST 01.03.05 6A/7A/8A/9A/IOA/11 / x FINAL CONST 01.03.05 i 16 ADDENDUM 5 05.16.05 I 3"'f r gg v /EXISTING e � MARRIOTT 4 , � / CODE sf ' } _ g _ PARKING REFERENCE = � y PLAN STRUCTURE � , � � ov i- r -Y vcF:f., ' ; F shy _ .{.. F: a 4 - .Ia _ s c p _ . _ / / BUILDINGS 5-8 � i UPPER LEVEL � n CODE REFERENCE PLAN 1 UPPER LEVEL BUILDINGS 5 - 8 R106 SCALE: 1 /16 " = 1 '—O" N I ^� ( #0 / / © 2004 42140 ARCHITECTURE, INC. \) .� / / / � of C©toq �/ / �! c,~p qo0 i / / �/ \ E. RAND i f / JOHN N 00 / C / l/ � ' ~ � G '-� 00 0*0 � A / / RESIDENTIAL - B 4p 00 LDG 4** Occupancy Type: R-3 / $oe'� / , /� W / / � �`� V E••I zRESIDENTIAL - BLDG 3** Q Occupancy Type: R-3 // / / AOP W �"� / a/ FP A >4 / a W H W i ���� moo• ® 'o oQc%� 01I / \ -7 c ` Y .0 CPC* \ / x /�� U I JI1 RESIDENTIAL - BLDG 2** �/ 5/ 9`f'sG \ O - O w A P46 1 I Occupancy Type: R-3 1p yF0 w 44 v I I ' '/ / / ♦ APO \ � z \ A0 V z - `-J RESIDENTIAL - BLDG 1 ** /� 5 �3" P <e\ I O Occupancy Type: R-3 \ a � ;4 a �-1 _ / r 6 ,5 A �Zp \0 C.7 " A '-- - /10 t r-� ' 7 >5' >5 00 \ _ I n OWNER�DHVELOPER I I 8•- 11o" I I VAIL RESORTS N o `" ` DEVELOPMENT ° m COMPANY ❑ -_ I AVON, COLORADO , O 1 \/ �� /j ARCI¢racroERFCORD o z /i/ ■ /- I . I- pAt m // EXISTING / ` MARRIOT j / DESIGN ARCHrrWr I I 1-"---- m:.' �.. - . 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J - ,�_ ,;: < _ __ �- , sc_� ._ ,. _. t - k , _ > �a-.>, ,�,z �� 4 07 BIDC. 2/CONST. 0902.04 s .. ar _ :, a° h . x x 5 TUNNEL REV 09.10.04 I 1.``` _.- t. °:= ARATION RATINGS . . I . :, . € ._ , s . _ _, . ,,> _ . E SEP > ,> = �' s <. t. �' ,, n � �:. x.:_ - a a> , -:. . - BLDG. 3/CONST. 0924.04 FIR z y .. ri , ,-_ : : 1 -H FIRE RA ALL � I � I � I � I � G > h,i :. _* .< R F R TED W � .c s:�_ .,y b _ y K�v% > 3 - . '� - - 4 ,�: LDG. 4/CONST, 10.11.04 . . -: • . t tx5- Z : .; t 11* r. - - I i � I I � -F 3 :r t - 1 J* sk . �_ - ss 2 HR FIRE RATED WALL X n _ _ EXISTING , . <X. ..:- ._t >; <- to BLDG. s co 1o.zs.o4 •, - -` ?- k"�;.. . j__`.{ / S. 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Y,. . _ .:"r' - ,-€ . .< _ .,. ,. ,. , r ,:. . - <._. r'. , tea , s. =zr : : r ">. - ...a - -._ . _ . . . _. _.,:,....,- ._ .. _... 3- . < a. td ,.. _. -e.. -.- �. „- ...._-. . .-. ,- _ _. ,.. _ .. , < . - . .Tr . ,. ... . . . .,: . , =.tee - - u,�._ �- �. --r- ,r?. _ .✓ . r ._xYs;, . - , ?S'.`s,Y._ 3< . .Sc. : "5 ._-z, f . .< m .. . .ai -. :: - - . ,... . - - _ . :1 . 5:a >: _ ± 1' "---- ^4 .. � I .._-_�. .s� s„ ., _vim. _. .. ._..,,�. � r_... ... . .. . . . .� _. ___ . r. .-_ :_,..� , ._. .. . : _ <_ ._ _ . v � _. �_3 _ ., _. __Y.__. ,rte:-...ter , a. .._ �_ � .r a yru .=a k� 5 - 4 a / _ . :; _ ._ �� .__... _ .___ . . .__� .. , . _: BUILDINGS 1 ROOF LEVEL 1 CODE REFERENCE PLAN 3 ROOF LEVEL - BUILDINGS 1 -- 4 R � l 1 41 Y SCALE: 1 /16" = 1 '-0" _� N © 2004 42140 ARCHITECTURE, INC. _ RESIDENTIAL — BLDG 8 GORE CREEK �/ - Of Coto Occupancy Type: R-3 ��� 9 / E. r AR SAL / JOiiiV ^ . IV r /I r RESIDENTIAL — BLDG 7 � Occupancy Type: R-3 r E"y zo \ w o / '' 0 �5 Q W , . ` H � RESIDENTIAL - BLDG 6 Occupancy Type: R-3 � 1 RESIDENTIAL - BLDG 5 v ' u Occupancy Type: R-3 'I ' $ o � i O \\ .� G o 00 \\ Z WA 0 Th n 1� A'N �� \ 0*00 7� 1 / 5 \ \ 1 // / / ' ' \ ` OWNERIDEVELOPER /� / ' \ o \ - �. ; vAII, RESORTS DEVELOPMENT �sG j COMPANY AVON, COLORADO o / ARCHn=OPRECORD / \ 1 IRn..,ECn�aE \ / Denver, Colorado G \ " / , MASTHRPLINNER \ o� i nES,cN ARC,ffrECx s' / / / , I HART 00� OMNEWYORK trRUC1URALENGAIEER 2� / / I MONROE& NEWE,LENGINEER%INC 1 { AVON, LO MECHANICAL n*1++^'^,C•, ENGEd6GR 1Dc % \ ' M-E ENGEVEPA$INC AVON,COLORADO CIMENG]NEER ALPINE O FPJN G ,PG VAIL, COLORADO / o / PROJECT NUMBER 20900.00 / / / I / / I ISSUE REVISION DATE 04 CONST DOC ♦ i FORPERMIT 0723.04 I / / \ / 05/06 CONST DQC 08.13.04 07 BLDG. 2/CONST. 09.02.04 ' FIRE SEPARATION RATINGS ♦ i 08 BLDG. 3/CONST. 09.24.04 1 -HR FIRE RATED WALL 09 BLDG. 4/CONST. 10.11.04 / � I � I �� I �� I � i 2—HR FIRE RATED WALL 10 BLIDG. 5 CONST. 1 .25. ® FINALCONST 0] ' 3—HR FIRE RATED WALL .03.05 6A/7A/SA/9A/IOA/11 FINAL CONST 01.03.05 16 ADDENDUM 5 05.16.05 # ** NOTE: ALL BUILDING HEIGHTS ARE I 3 } rr BELOW 60' ABOVE GRADE PLANE (IBC 9 Y y S < Sect. 504.2) R ' i x r EXISTING M iw s r X i E : p MARRIOTT n x k ` 3r PARKING � � ; � ~ � 4 � �'x. - '�Y � _ CODE >� STRUCTURE r _ REFERENCE PLAN \N I BUILDINGS 5-8 n ROOF LEVEL CODE REFERENCE PLAN 1 ROOF -LEVEL -- BUILDINGS 5 - 8 R108 Sc ALE. 1 /16 1 0 N L J © 2004 4240 ARCHITECTURE, INC. fif cot i E. RANDA - / JOHNS �A 1 I o WJ 04 WA i V / i I - 0000 W i WA '000�� > wo 0 aw OWNS"EVE.OM VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO // \ d B• ARCFB7ECTOP R&CORD ,6 A I*A rscruRl: I)OW9 caMado \ , S• MASH PLeMNPR DBSIGNARCmm= HART J HOWERTON NswYOaR.NmYORK c SMUCRIRAI.ffidUNM MONROR a NEWEL.BNGWRIM%W AVON,COLORADO AMCkUHICAL.,UnrroMl, RNGMM AVON,COLORAW 1 I ffi�GQJ6S0. AIPINH EdGDiREtR'M.LNG VAt4 COIIGRADO PROJECT NUMBER: 20900.00 ISSUE REVISION DATE �• r"sr aA ,ir 04 CONSCDOC `ie 5 S.2 a FOR PERMIT 0723.04 21 4 4.2 4 5 05/06 CONSC DOC :::08.13.04 3 _ 07 BLDG. 2/CONSf. 09.02.04 I 2 TUNNEL RSV. 09.10.04 08 BLDG. 3/CONSf. 09.24.04 AA 09 BLDG. 4/CONST. 10.11.04 10 BLDG. 5/CONSf. 10.25.04 AFINAL CONST 01.03.05 6A/7A/8A/9A/10A/11 MAL CONSP 01.03.05 16 ADDENDUM 5 05.16.05 b E a n SITE GRID REFERENCE PLAN BUILDINGS 1 -4 SITE GRID REFERENCE _ E 1 R111 P I LANw _ BLDGS 1 THRU 4 m i a © 2004 42 TORE, INC. laF colo9q ©o E. RANDAL JO Nr JN AL wo ow G S�p,CK ,c GOP goo z woo i OWNER/DRVELOreR VAIL RESORTS DEVELOPMENT AVON, COLORADO dx ARQUITIC:r OERECORD ¢� 33 ,y Ae..,ECnRCE Dernar Caldado MASTERPLAM.BR / \ .• #�� .�O e ,9 DESMARCEDr&S HART HOWERTON / 5 NEWYOWNEWYORK ye 9f�T y9 \ MONROB�FDIC NECHANICALELECTRWALENGRGM NEM / \ 5• 8 4d� 28 AVON,CIDJGRx OLORADO CIVEL ENGINEER. \ \ ,ld ALPINE ENGDdEERRJG INC. / d'e 6 y7 VAn% C'O[ORADO qd� y4 6• / / \ too s ;• PROJECT NUMBER 20900.00 ISSUE REVISION DATE 04 CONSf DOC OS/06 O 01 08..04 07 BLDG, 2/CONSP. 09.02.04 ATUNNEL REV. 09.10.04 \ \ 9d d qo 08 BLDG. 3/CONSP. 0924.04 09 BLDG. 4/CONST. 10.11.04 10 BLDG. 5/CONSf. 1025.04 �w ,ld �s FINAL CONSC 01.03.05 d' 5 6A/7A/8A/9A/10A/11 FINAL CONST 01.03.05 +s r 0 16 ADDENDUM 5 05.16.05 a- 4 E E i a n o. SITE GRID REFERENCE PLAN BUILDINGS 5-8 SITE GRID REFERENCE LA E SC /16" N IL v v U GENERAL NOTES 1 1/2"- 21/41, GENERAL NOTES TOPPING RE, ARCH 2Xb PARTY WALL Q 2004 42140 ARCHITECTURE, INC. 1 . LIVE LOADS USED IN DESIGN: 6 . CONCRETE WITH SHEATHING PER STONE VENEER 2X6 EXTERIOR WALL PER ARCH STANDARD HOOK RE: PLAN RE ARCH WITH SHEATHING PER A . ROOF 80 PSF A . ALL CAST - NN -PLACE CONCRETE SHALL BE WIDE WITH TYPE I/ I I PORTLAND CEMENT , SHEAR WALL SCHEDULE STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: FLOOR JOIST PROVIDE STANDARD 8 . TYPICAL FLOOR 40 PSF RE , PLAN HOOK CONCRETE ITEM F'C MIX TYPE MAX W/C RATIO x AIR LEO . � 2X6 TREATED PLATE % RE, PLAN WITH 1/2' 4PAO" C . EXTERIOR DECKS 100 PSF _ _ _ a PlIF1 - W ANCHOR BOLT PER FOOTINGS 3000 psi STD - - - - - - - - J D . IMPORTANCE FACTORS FOUNDATION WALLS 3000 psi STD - - - - - - - - •CATEGORY 11 INTERIOR SLARS UN GRADE 3000 pai STD 0 .50 - - - Z _ _ .tl SHEAR WALL SCHEDULE SEISMIC FACTOR IE 1 .0 EXTERIOR CONCRETE (• •) 4500 psi STD 0 .45 65 -8% !. J °$NOW FACTOR I$ 1 .0 [XXX'LOOP WIND FACTOR IOU 1 .0 •• YAX IMO/ SLUMP SHALL NOT E%GEED 4" . RE: PLAN - •• ° •• ° II- `D (2)-195 CONTINUOUS E . WIND B . CONTRACTOR SHAD SAYCUT OR 7ROWELOU7 JOINTS IN SLABS ON (XRADE . JOINTS a -3 SECOND GUST 100 MPH SHALL BE SPACED AT 15' -O" MAXIMUM AND SAWCUT OR TRWLCUT 1 /4 OF SLAB DEPTH X 3/16" WIDE WITHIN 12 HOURS AFTER POURING. CARRY ALL SLAB REINFORCEMENT (3J- 5 CONTINUOUS FASTEST NILE 80 MPH S • � I EXPOSURE B 71ROUOJI A TNT . TOP AND BOTTOM -2X6 TREATED PLATE . - - - - 1 RE, ARCH FOR C . SLABS , TOPPING, FOOTINGS , BEMIS AND WALLS SHALL NOT HAVE JOINTS IN A LOO Z • - L/4"4P E O WITH (`N WATERPROOFING F- SNOW WITH MAT ANCHOR Q • _ n3/4"O EPDXY r ^HIOR IZONTAL PLANE . ANY STOP IN CONCRETE MOW( MIST BE MADE AT 1H IRO POINT OF O - - BOLT AT 4'-O' J - - V J GRO110 SNOW LOAD Pq &T PSF 195 AT 1 '-b° X I , YPICAL FOOTING ANCHOR AT 2'-OFLAT ROOF SNOW LOAD Pf 100 PSf SPAN WITH VERTICAL BULKHEAD$ AMD HOR IZUNTAL SHEAR KEYS UNLESS OTHERWISE Jry a ° - °ea • EINFORCEMENT SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE ° -SNOW EXPOSURE FACTOR Ce 1 .0 � - ° • 14 ENGINEER . a RE, PLAN ' `THERMAL FACTOR CR 1 .0 b" (2I-2X12 LEDGER V IY (WALL SIDE TREATED) D . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SHALL BE IN ACCORDANCE - - STANDARD BARS TO MATCH a 21/4R CONCRETE G . SEISMIC - - GRAWLSPAGE Q WITH 3/4"m EXPANSION WITH ACH BUILDING CODE 318 LATEST EDITION , UNLESS NOTED OTHERWISE . USE Q - -°a - - w EN51ON LAP TYPICAL FOOTING SITE CLASS 0 STANDARD HOOKS FOR DOKELS UNLESS NOTED OTHERWISE . ALL EXPOSED EDGES OF 0 fO W - BAGKFILL J REINFORCEMENT ANCHOR AT 1'-b" TOPPING CATEGORY C J - .. ° V FASTEN LED&ERS WITH O SS 0.35 CONCRETE WORK SHALL HAVE 3/4 INCH CHAMFER . U _ (3)-ROW5 Ibd NAILS St 0 .08 7 . REINFORCEMENT - tL I 0W AT I '-O"tj SDS 0 . 35 i TYPICAL STEPPED ^ SDI 0 . 128 RE: PLAN BASIC SEISMIC FORCE RESISTING SYSTEM IS LIGHT FRAME SHEAR WALLS WITH A . ALL REINFORCING SHALL BE HIGH -STRENGTH DEFORMED BARS CONFORMING TO ASTM FOOTING DETAIL 195 AT I'-b" QI WOOD SRUCTURAL PANELS A615 , GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ANCHORS WHUCH SHALL BE CONTINUOUS HORIZONTAL SEISMIC RESPONSE COEFFICIENTS CS 0 ,05 DEFORMED BARS , ASTM DES IGNAT ION A615 , GRADE 40 OR ASTM A7O6 GRADE 60. E G T I ON 195 AT I' S G T I ON �" A - so RESPONSE MODIFICATION FACTOR 6 . 5 B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE TRAN5VER5E VERTICAL ANALYSIS PROCE DURE USED SIMPLIFIED METHOO o LAPPED ORE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . 3/4" = 1 '-0" 3/4' = 1'-0' (/� 0 H . LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE . C . REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: ^y 16 1 . CONCRETE POURED AGAINST EARTH 3" NOTE. FOR H02A AND HDSA USE SIMPSON 55TB20 ANCHOR ROD Q D 18C 2 . CONCRETE POURED N FORKS (EXPOSED TO WEATHER OR EARTH) 2' RE: ARCH FOR WATERPROOFING FOR HVi HPDA AND HDIOA USE SIMP50N 55TB215 ANCHOR 3 . COLUMNS AND BEAMS (TIE BARS) 1 - 1 /2 " ROD. FOR HD15A USE I 1/4"d• X 2'-O" THREADED ROD WITH 2 . DEFERRED SUBMITTAL 4 . SLABS AND WALLS (NOT EXPOSED TO WEATHER) 3/4' 1/4" X 4• X 4" PLATE WASHER AND NUT AT EMBEDDED END WITH - f ^ 2X6 TREATED PLATE WITH MINIMUM I'-b" EMBEDMENT DEPTH. F�1 A . DEFERRED SUBMITTALS PER SECTION 1063 .4 . 1 SHALL BE SUBMITTED TO THE BUILDING D . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH V2• ISOLATION JOINT ANCHOR BOLTS PER 4. • p SECTIONS 7 . 5 , 7 . 6 AND 7 . 7 OF ACI 318 , LATEST EDITION . SHEAR WALL SCHEDULE CONTRACTOR OPTION, IN LIEU OF SIMPSON SSTB ANCHOR, USE [�] OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION . 3/4" m HILTI H.A,S. ADHESIVE ANCHOR WITH MINIMUM IO" EMBEDMENT. 195 X Q AT 2'-O" - 10 M^ W E . NO SPLICES OF REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED OR 1 I/2"- 2 V4" CONCRETE (y1 RE: PLAN B . DEFERRED SUBMITTALS ARE: TOPPING RE: ARCH All AUTHORIZED BY THE STRUCTURAL ENGINEER , LAP SPLICES, WHERE PERMITTED , SHALL THOU-BOLT IN STUDS T.O. GRAWLSPAGE 1 . PREFABRICATED ROOF TRUSSES BE A MINIMUM OF 48 BAR DIAMETERS FOR 06 BARS AND SMALLER AND SHALL BE A RE: PLAN PER H.P. MANUFACTURER b" BAGKFILL �' ) MINIMUM OF 80 BAR DIAMETERS FOR 07 AND 05 REINFORCEMENT UNLESS NOTED T.O. SLAB v z OTHERWISE . WARE ALL BARS CONTINUOUS AROUND CORNERS . XX'LOOP C . ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED Ib WALL FRAMING AND O PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS . F . PLACE TWO 15 (PER ON THICKNESS) WITH V -00 PROJECTION AROUND ALL OPENINGS IN SLOPE SLAB PLYWOOD PER SHEAR S . TESTING, INSPECTIONS AND OBSERVATIONS: CONCRETE WALLS, SLABS , AND BEATS . ALSO PROVIDE TWO 05 X 4' -0' DIAGONALLY AT WALL 5GHEErE EACH CORNER . - - • n ° I W - ■ = a - s A. THE STRUCTURAL ENGINEER DOES NOT PROVIDE INSPECTIONS OF CONSTRUCTION - G . CONTINUOUS TOP AND BOTTOM BARS IN WALLS AND BEMIS SHALL BE SPLICED AS o - o• y� o• -moo;' + 41/2 RE: MFR. RE: MIF 41/2 a. - O STRUCTURAL ENGINEER MAY MACE PERIODIC OBSERVATIONS OF THE FOLLOWS: TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS . �•O- .o• O 44 a CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED o O°��O.,;oO"Y,,.O•ac• .,;00. + n � • • - r INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS SPECIAL 8 . STRUCTURAL STEEL - (4)-195 CONTINUOUS INSPECTIONS" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL M 4- BUILDING CODE . A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS 4" SLAB ON GRADE WHICH SHALL CONFORM TO ASTM 992 , (50 K51 ) AND EXCEPT PIPE COLUMNS VHICH P41TH bXb/P42.1 W.W.F. B . THE FOLLOWING WORK SHALL BE INSPECTED BY THE SPECIAL INSPECTOR UNLESS SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTY A5OO, GRADE 8 , LATEST (RE: ARCH FOR COLOR 0! RE, PLAN SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL . EDITIONS . STEEL SUPPLIER MAY PROVIDE ASTM A572 , GRADE 50 AT HIS OPTION . AND FINISH RECAAREMENTS) FLOOR JOIST, RE , PLAN W 1 . SOIL PREPARATION MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL . ° ° [XXX'LOOP) A V RE: 2/51 .01 FOR WALL REINF. a- o . EARTHHMARK EXCAVATION , PLACEMENT AND COMPACTION OF FILL B. ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMA SNUG TIGHT AND FOOTING INFORMATION TA. WALL SE GT I ON 1 0WNFR/DFVFE1XWFA CONDITION . ALL ANCHOR BOLT'S SHALL CONFORM TO ASTM A3O7 UNLESS NOTED (3)-2x STUDS N1 AND IN -PLACE DRY DENSITY OF THE COMPACTED FILL FOR CONFORMANCE AT EACH END SIMPSpN HD WITH THE APPROVED REPORT . OTHERWISE ' OF SHEAR WALL I/2 . SCHEDULE 3/4" = I'-0" VAIL RESORTS 2 . CONCRETE CONSTRUCTION C . STRUCTURAL STEEL SHALL BE DETAILED AND FABRICATED IN ACCORDANCE WITH THE E G T I ON 8 PER SHEAR WALL LATEST PROVISIONS OF AISC "MANUAL OF STEEL CONSTRUCTION . " 3/4" , I.-0• 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 (ASO) , TABLE 11 -A AND/OR RISC SIMPLE SHEAR c . CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR CONNECTION MANUAL WITH A325 N STUD WALL WITH BOLTS (RAP WELDED EQUIVALENT) TO SUPPORT LOADS SIMPSON HOLD DOWN AVON, COI.ORADO TO AND DURING PLACEMENT OF CONCRETE . SHEATHIN& PER SHEAR RE: PLAN AND SCHEDULE INDICATED ON THE STRUCTURAL DRAWINGS . MIEN LOADS ARE NOT PDWI , SELECT d . PERIODIC VERIFICATION OF USE OF REWIRED DESIGN MIX . WALL SCHEDULE Aa(:I(I'lxcrorRHCORn e . CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO CONNECTION TO SUPPORT SOW THE TOTAL UNIFORM LOAD CAPACITY PER AISC FABRICATE SPECIMANS FOR STRENGTH TESTS , PERFORM SLUMP AND AIR MANUAL OF STEEL CONSTRUCTION! FOR EACH GIVEN BEAM AND SPAR FOR NON -COMPOSITE TREATED PLATE 2X6 EXTERIOR WALL I I/2"- 2 I/4" CONCRETE CONTENT TESTS AND DETERMINE THE TEMPERATURE OF THE CONCRETE . MEMBERS . WITH I/2"m ANCHOR WITH SHEATHING PER TOPPING RE, ARCH I . PERIODIC INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE BOLT PER SHEAR WALL SIMPSON 55T6 AIVGFlOR SHEAR WALL SCHEDULE : � I[A ND TECHNIWES . E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE AMERICAN WELDING SOCIETY SCHEDULE OR THREADED ROD FLOOR SHEATHING STANDAD QUALIFICATIONS TESTS AS OUTLINED IN AMS -DI . I . CAST INTO FOUNDATION STONE VENEER 3 . STEEL CONSTRUCTION WALL RE: ARCH. RE, PLAN fECNIIE F . MINIMUM WELDS TO BE PER AISC TABLE J2 .4 BUT NOT LESS THAN 3/16" CONTINUOUS o . ALL WELDING SHALL RECEIVE CONTINUOUS SPECIAL INSPECTION FILLET UNLESS NOTED OTHERWISE . "A 4 (2)-195 GONT. CONTRACTOR OPTION, IN LIEU enver Cokwado EXCEPT THE FOLLOWING: G . FOR ALL BEAM/COLUN OR BEAM/BEAM CONNECTIONS, PROVIDE HORIZONTAL SHORT °. - OF SIMPSON SSTB2b CAST MnsllaeLANVN:'s 1 . WELDING DONE IN AN APPROVED FABRICATOR'S SHOP IN SLOTS IN CONNECTION MEMBER ONLY (WF -SECTIONS , ANGLES OR SHEAR PLATES) . INTO FOUNDATION WALL USE - a ACCORDANCE WITH SECTION 1704 . 3 . 3/4" (P HILTI ADHESIVE ANCHOR uLhlcNAaulnu;r b . THE SPECIAL INSPECTOR FOLLOWING NOT I CONTINUOUSLY PRESENT H . STRUCTURAL STEEL SUPPLIER TO FURNISH LINTELS FOR ALL MASONRY OPENINGS PER I WITH 10" MIN. EMBEDMENT [XXX'LOOP DURING WELDING OF THE FOLLOWING ITEMS , PROVIDED THE MATERIALS , LOOSE LINTEL SCHEDULE OR AS 9HDWN OTHERWISE ON STRUCTURAL DRAWINGS . ONE Z iIARTI HOWERTON WELDING PROCEDURES TO HE QUALIFICATIONS R WELDERS ARE END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR a E VERIFIED PRIOR TO THE START OF YORK; PERIODIC INSPECTIONS ARE vcwvuax, NN:wmlc a CODE OF YORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL MELDS ELONGATION AND SHORTENING. I ° • a Ift IS MADE PRIOR TO CO1PLEiIUN OR PRIOR TO SHIPMENT OF SHOP I . THE TERMINOLOGY "CUNTINUOUS" MEANS WANTITY . PROVIDE THE NECESSARY JOINT WELD INC . sYWl!C'IL-RAI.FNGTNFFR DETAILS TO ALLOW FOR BUILDING MOVEMENTS . COORDINATE LOCATIONS WITH FLOOR JOI57 RE: PLAN MONROE A:NEWM1-Lill i]FS,LNC 1 . SINGLE PASS FILLET MELDS NOT EXCEEDING 5/16' 1N SIZE . ARCHITECTURAL CONTROL AND EXPANSION JOINTS . 5 . EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2" EXPOSURE 1 PLYWOOD OR I I II 2X4 TREATED FLAT BLOGKI AVON, I'OWR.ADO 2 . MELDING OF STAIRS AND RAILING SYSTEMS. OSB SHEATHING NAILED WITH 8d NAILS AT 6" (IN CENTER ALONG PANEL 3 112' I 4 112" c . VERIFY MELD FILLER MATERIALS CONFORM TO AWS 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 -0' MRCHANIcM.F3T%rMICAl.tvcm-FFR MANUFACTURERS CERTIFICATE OF COMPLIANCE 1S REQUIRED . _ M-EIiNC1Nls]Lr%L"IC d . PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH QUA • ON SHEAR WIND SCHEDULE . ALL PANEL EDGES SHALL BE BLOCKED . FLOOR J015T5 RUN AvoN. CO1.uAn0o THE DETAILS SHOWN ON THE APPROVED CONSTRUCTION DOCUMENTS SUCH 6 . FLOORS AND ROOF SHEATHING SHALL BE INSTALLED WITH THE FACE GRAIN PERPENDICULAR TO K . PROVIDE TEMPORARY BRACING AND PRECAUTIONS NECESSARY TO COMPLY WITH ALL PERPENDICULAR TO SUPPORTS WITH END JOINTS STAGGERED . n FOUNDATION WALL CIVn.FNOTVFFR AS BRACING , STIFFENING , MEMBER LOCATIONS AND PROPER APPLICATION OF SECT ION A - A JOINT DETAILS AT EACH CONNECTION . STEEL ERECTION STANDARDS AND TO WITHSTAND ALL CONSTRUCTION AMD/OR LATERAL 7 . INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND _ AT SIMILAR Au9NELNGINLLRNG.INC LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS GROWE PANELS OR SOLID WOOD BLOCKING SUPPORTS. L4X4X3/b WITH - VAIT, COrnXADO e . VERITY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS AND DECKS ARE IN PLACE . �2 3/4" m EPDXY a 2X6 TREATED PLATE SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND H. PREFABRICATED MOOD MEMBERS SHALL BE THE TYPE NOTED ON THE DRAWINGS AND � � GT I ON 2_ ANCHOR AT 2'-O" B" WITH 1/2" m ANCHOR MANUFACTURER 'S CERTIFIED MILL TEST REPORTS . L . STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL COMPENSATION FOR SHOP SHALL BE LPI - JOIST AS MANUFACTURED 819 LOUSDANA PACIFIC CORPORATION . BOLT PER SHEAR WALL f . PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS , NUTS AND WASHERS FOR DRAWING TIME FOR MY REV 151015 TO ERECTION DRAWINGS NOM FOR ANY REV 15 IONS ALTERNATES SHALL BE REVIEWED BY THE ENGINEER . TO BE CONSIDERED , ? SCHEDULE PROJF.(.TN[I1NBF.R 6285 CONFORMANCE TO ASTM STADARDS SPECIFIED 1N THE APPROVED 3l4° = I'-O" OI 195 A7 I '-6' VERTICAL TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS . ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING , SHEAR AND DEFLECTION _ 05 AT 1'-b" X ! CONSTRUCTION DOCUMENTS WARD MANFACTUNER'S CERTIFICATE OF EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS . WEB BLOCKING 1 1/2" CONCRETE 0 n 4A AND HORIZONTAL COMPLIANCE . 9 . NON -SHRINK GROUT AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER . TOPPING P b" ISSL!1:, REVISION DAl'! g . PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH 1 3/4" X 12" LVL RIM 7 - STRENGTH BOLTS . (xxx'-xx") RE, PLAN A . NON -SHRINK GROUT SHALL BE PROVIDED: I . LAMINATED VENEER LINGER MEMBERS SHALL HAVE THE FOLLOWING STRESS BOARD AT DECKS FLOOR SHEATHING TOP OF 11 TTNAT, CONST. 01 .03.05 I WHILE THE MONK IS 1N PROGRESS , THE SPECIAL INSPECTOR SMALL I . 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 GRAWLSPAGE 2 . BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS 1 112" STONE AND GROUT BACKIFLL A PLANREV1r:W DETERMINE THAT THE REQUIREMENTS FOR BOLTS , NUTS , MASHERS /AD RE, PLAN PAINT , DOTED PARTS AND INSTALLATION AND TIGHTENING IN SUCH SUPPORTS . RECOMMENDATIONS . CONTRACTOR SHALL HAVE THE OPTION OF USING 3 t /2' OR OVER I I/2" CONCRETE COIRRI3(:TIONS 03.07.05 STANDARDS ARE MET . FOR JOINTS REWIRED TO BE TIGHTENED ONLY 3 . GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH - 5 1 /4' WIDE MEMBERS . ON 3/4" T< & OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE . PLYWOOD DECK TO THE SNUG - TIGHT CONDITION , THE SPECIAL INSPECTOR NEED ONLY I 1 ADDENDUM 5 05.16.05 VERIFY THAT ME CONNECTED MATERIALS HAVE BEEN DRAWN TOGETHER J . PREFABRICATED MOOD TRUSSES SHAH BE DESIGNED SHOP FULFILL STRESS SLOPE PLYWOOD 1 - _ L A ND PROPERLY SNUGGED . 10, WOOD REQUIREMENTS AD/OR LOADS NOTED ON DRAWINGS . SHOP DRAWINGS. SHALL 1/4 17FT. '_ _ INCLUDE CALCULATIONS AND BEM THE STAMP OF A REGISTERED ENGINEER , PROVIDE . .. - - - `- - - 0 _ (2)-WS GOAT. 4 . FOUNDATIONS WESTERN ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR , LARCH , GRADED BY OR HOGING AND BLOCKING PER MANUFACTURER 'S RECOMEDATIONS UNLESS = : !4 ° WESTERN MOOD PRODUCTS ASSOCIATION AND CONFORMING TO INTERNATIONAL BUILDING OTHERWISE NOTED . PROVIDE CONSTRUCTION BRACING AS REQUIRED ERECTION NOTE: CODE AS FOLLOWS: CENTER WALL STUDS UNDER CENTER OF TRUSS LOCATIONS . A. MAXIMUM SOIL DESIGN PRESSURE 4000 PSF N1 V 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 = 701 PSI I1 . NON -STRUCTURAL ELEMENTS BY KOECHLE IN CONSULTING ENGINEERS DATED JULY Be 2004 . 2 TO 4" THICK - 6" AND WIDER NO . 2 Fb 900 PSI NO THICK - 5° AND WIDER N0 . 1 U = 1350 PSI A. SUPPORTS SUCH AS NON -BURRING PARTITIONS , ETC . ATTACHED TO AND AN S C T i ON 2 C . ALL FOOTING BEARING ELEVATIONS SHOWN ARE ASSUMED . EXACT BEARING NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR NONREPET ITVE USES PRIOR TO SUPPORTED 819 THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND FLOOR JOIST ALLOWABLE STRESS INCREASES . OTHER STRUCTURAL MOVEMENTS . RE : PLAN ELEVATIONS SHALL BE VERIFIED IN THE FIELD WITH ACTUAL CONDITIONS BY DECK JOIST CONTRACTOR WITH APPROVAL OF SOILS ENGINEER AND ALL BOTTOMS OF FOOTINGS RE, PLAN 3/4" = I'-0" SHALL BE A MINIMUM OF 48" BELOW EXTERIOR GRADE . B . WHEN PRESERVATIVE TREATED LIMBER 1S REQUIRED BY CODE ALL CONNECTIONS AND B . FIRE WE REQUIREMENTS FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET I-JOIST BLOCKING MAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER) . ALL CODE REQUIREMENTS NOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE 2X4 BEVELED AT 2'-O" D . ALL FOOTINGS ARE TO BE PLACED ON FIRM, UDISTUR8E0 . NATURAL SOIL UN ARCHITECTURAL DRAWINGS . STRUCTURAL STEEL MEMBERS SHALL BE CONSIDERED SLEEPERS PROPERLY FOOTINGS ARE T BACKFILC APPROVED 619 THE SOILS ENGINEER . BACKF III C . TREATED SILL PLATE LUMBER MAY BE HEN-FIR , STRUCTURAL 01 GRADE . UNRESTRAINED UNLESS NOTED OTHERWISE . - AT V' 4" SIMPSON A35 CLIP � COLUMN AND PAD SHALL BE COMPACTED TO 95% (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM D . PROVIDE METAL CROSS BRIDGING NOT OVER 8" ON CENTER FOR ALL 2X WOOD JOISTS . 12 . GENERAL SIMPSON U HANGER PER SHEAR WALL D1557 UNLESS OTHERWISE RECOMMENDED IN THE SOILS REPORT. IF SOFT SPOTS ARE WITH Ibd COMMON SGHEDUI E SOLD BLOCKING BETWEEN ALL JOISTS AT ALL SUPPORTS AND ENDS OF CANTILEVERS ENCOUNTERED REMOVE SOIL AND RECOPACT WITH APPROVED FILL (RE: SOIL IS REQUIRED . A . ENGINEER'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS . NAILS TO LEDGER 2X6 EXTERIOR WALL REPORT FOR DESCRIPTION OF BEARING SOIL) . AND RIM WITH SHEATHING PER STEEL COLUMN RE, PLAN H 1 E . FASTEN ALL WOOD MEMBERS WITH COMAMDN NAILS ACCORDING TO THE 18C SCHEDULE 8 . VERIFY ALL OPENINGS THROUGH FLOORS, ROOF AND MALLS WITH MECHANICAL AND SHEAR WALL SCHEDULE WITH 3/4" X 10" X 10" BASE I I E . CONTRACTOR SWILL BAp(F ILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN 12 2X12 LEDGER WITH H I INCH MAXIMA VERTICAL LIFTS OR AS RECOMMENDED IN THE SOILS REPORT . REFER TABLE 2304 -9 . 1 UNLESS NOTED OTHERWISE . ELECTRICAL CONTRACTORS . VERIFICATION OF LOCATIONS , SUES , LINTELS AND (4)-16d NAILS AT 8'• PLATE WITH (4)-1/2" 4> X 10" REQU IRED CONNECTIONS ARE CONTRACTOR'S COMPLETE 13/4" PLETE RESPONSIBILITY . LVL RIM BOARD ANCHOR BOLT AND MINIMUM TO SOILS REPORT FOR BAC(F ILL MATERIAL . i i 1 F . LAMINATED BEAMS I" SHIM AND NON-SHRINK &ROUT 1 . ALL LAMINATED MEBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 C . PRIOR TO INSTALLATION OF MECHAR HCAL AND ELECTRICAL EQUIPMENT OR OTHER I 1 F . NO BACKFILLING SHALL BE PLACED AGAINST LONER LEVEL PALLS UNTIL THE LONER i i • . -• 0 PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCL18 . ALL SIZES SHOWN ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER'S APPROVAL OF CONNECTIONS S G T I ON 4kI " I LEVEL FLOOR AND MAIN LEVEL FLOOR ARE IN PLACE AND PROPERLY ANCHORED . ' I V' ARE NET , AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON CONCRETE SLABS SHALL BE PROPERLY CURED . I I C` • - N 2 . LAMINATED MEMBER SMALL BE DETAILED AND FABRICATED IN ACCORDANCE ARCHITECTURAL AND STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTOR 3/4• = 1'-0" 3/16 WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF SHALL AN FURNISH ALL HANGERS , CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION OF G . CENTER ALL FOOTINGS UNDER WALLS , COLUMNS OR GRID LINES I I C.1 UNLESS NOTED OTHERWISE ON PLANS . STRUCTURAL CLUE LAMINATED TIMBER , LATEST EDITION AS PUBLISHED BY AITC . HIS ITEMS . I I 3 . PROVIDE UNITS CONFORMING TO AITC 117 , 24FV8 , D .F . FOR CONTtN OUS tL H . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON COMPACTED MEMBERS AND CANTILEVERS AND 24FV4 , D . F . FOR SIMPLE SUPPORT MEMBERS . D . PROVIDE ALL EMBEDDED ITEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL , • � I FILL UNDER FOOTINGS AND INTERIOR SLABS -ON -GRADE . MEMBERS SHALL BE DESIGNED WITH ZERO CAMBER WITH TOP SURFACE CLEARLY MECHANICAL , ELECTRICAL AND STRUCTURAL DRAWINGS . MISCELLANEOUS EMBEDDED RE: PLAN IN in • •�((/ BUILDING #7 STAMPED ON EACH MEMBER . ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER AND INSTALLED TOP OF GTiNT?RAI. N07TS & DTi1'AiiS 1 . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY BY CONCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . FOOTIN& v BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . G . PLYWOOD DECK AND/OR ORIENTED STRAND BOARD . i I 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE DRAWING . APPLICATION SHALL E . PROVIDE ASPHALTIC MASTIC -COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH . ° BE IN ACCORDANCE WITH RECOWQDAT IONS OF THE AMERICAN PLYWOOD o S . SLAB UN GRADE ASSOCIATION . F . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL _ - eA N 2 . EACH PANEL SHALL BE IDENTIFIED WITH THE GRADE -TRADEMARK OF THE STEEL . THE MANUFACTURING OR FABRICATION OF ANY ITEMS PRIOR TO WRITTEN REVIEW ° 4 ° I O � i A . THE PREPARATION OF THE $IB('RIMDE FOR THE SLAB ON GRADE SHALL BE IN STRICT AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF OF SHOP DRAWINGS WILL BE ENTIRELY AT THE RISK OF THE CONTRACTOR . - - • • - P D ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE . THE Z - 4 ° ° CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SUQiRA)E PREPARATION U . S . PRODUCT'S STANDARD PSI , LATEST EDITION FOR PLYMDOD . ALL PANELS Q (0 W ° ° `c REQUIREMENTS TO THE GEOTECESTION ENGINEER . WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE G . WATERPROOFING . VAPOR BARRIERS, WATERSTOP , ETC . , SHALL BE AS SHORN ON THE a, - s WEATHER SHALL BE OF THE EXTERIOR TYPE . ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS . V _. -° 3 . FOR FLOORING USE 3/4" TAG STUD - I - FLOOR SHEATHING GLUED AND NAILED I B . MOVEMENT OF THE SLAB ON GRADE MAY CAUSE DAMAGE TO ANYTHING OONNECTFA WITH MOD 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 RE: PLAN 110 TO BOTH THE SLAB AND OTHER PORTIONS OF THE SUPERSTRUCTURE . ISOLATION INTERMEDIATE SUPPORTS , WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE . r DETAILS FOR PARTITION WALLS , BASEBOARDS , PIPING AND OTHER ITEMS MAY BE 1- '^ REQUIRED . REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE 4 . FOR ROOF USES AT (40/20 SPAN RATING) EXPOSURE I SHEATHING NAILED REt PLAN EM NT gpp RESPONSIBLE MEMBER OF THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH WITH MOD NAILS AT 4' ON CENTER ALONG PANEL EDGES AND AT 12" ALONG I . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD AND RE. PLAN A^� dm INTERMEDIATE SUPPORTS . ARCHITECTURAL DRAWINGS . �/ G T I ON � o � THE SLAB ON GRADE AND OTHER PORTIONS OF THE SUPERSTRUCTURE . zoo ® 2004 42140 ARCHITECTURE, INC. 1 2 3 4 5 b l r1 - - 3'-q- X 5'-q" X l0" F - , l l LONGTIrUDINNAL AND l _ ---)---------- ------------------- _-- - ----- = ' ' l6J-•5 VERSE ! -, , _ I .7 0 I , 1 1 1 N6 WITH (4)-05 ! ' ---- ------ ------------------------------------.....---"-----------------------------(- - »> I � - - - -t - - - - - - - - � ! l-16'1•) . . 4- SLAB-0N A AF -ORDE 1 �. .. .. �„ I i [-11 '-6"] ` ` 1 , 1 WITH 6X6 W2.1 x W2.1 i ' I I A I ;, ------------------------------------------------------------------'----------------- ' L - J W.W.F. -RE. ARCH. FOR L - - - J J L - - - J - --�---- .z _ ° • tl f-I •�) COLOR REQUIREMENTS (_Ib•2m) � i � ` f-16'�•J ! (-16'�') -f=16 r ,14'-11:20 qN.On P 411'-6'l ❑B [-11 '-6°1 ! , [-u' 6"1 ' I E-11 '-6'7 I 1 [-11'-6-] I I U 1, K l ' 3 3/4" 0 -5' , 10'-I 5/8" 49-4 I/4' 13'-5 3/4' n 13'-b 3/4• 4'-4 I/4• 10'-I 5/80 , 3'-51' go 40 FRAME COLUMN q'_ ME GOL d1l ! l I 3 T-81n" - - - - RE : SI_�2 FOR SHEAR - - - - - - - � - - - - -- - - T ---- - -- X6 1 1 WITH b�IN2 X W2. r �t =`' �_~" _--°°-- W.WF. REA A . FOR q': FRAME COLUMN � F ( n Q ,� WALL SCHEDULE -u -I / -- I v , : 0 OR REQUI MENTS T-8 In' I 3 • Y ' l Ts I4x4xln T of ! � - - - - - - - - - - - - -1 - -+ - - - - - - - - _-_-- ! w ice, (-1b 1-) -- -- - - - - - LL l I COLUMN ' / /- _ �> / � 1 ,� __ - - \ ! - - ! ^/ O m„, �{ Y ! f-12'� 1/4.1 / / / ! - - - - - - - - - - - - - � 1 „ \ SLAB r0j - - .1 - - - I I (-16•x-) yl \ / V D.3 • „ J - - - - - - - - WALL \ `==W .r \ \ T.S. 14X4x1/1 CO WALL 1Y1 /•1 It 11 F TINE - STEP I \ -` _ \ 1`~ I , [-12' 1/4"1 , W ••� WOOD FRAMING NOTES= � ' - - - - - - - -1 I 5 P I I Foori _ _ \ \ - - - - - - - - - - � •1 / �l TS 14X'4XI I �'-0" I STEP - - - - - : s, - _, „-, ,a _ - - 1J / W 1. ALL WOOD FRAMING JOIST5 SHALL BE LPI/32 TYPE JOISTS AS .b / COLUMN I TOP OF I 1 n FOOTI � ' I `/`J frY�l MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES �fl p / - / ' b I I ' PLYWOOD _ --- J ' STEP - - - - ' 0 SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE ! / / I I i i ...__. - I _ I r - - - T.S. 14X4XIn, _ un -------------------- I ` REVIEWED BY THE ENGINEER OF RECORD. / / I I • I I I TOP of l 1 I COLUMN I\! \ \�� O ;= 2. •L.VI INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY i / ' ! D °: I L - --- PLYWOOD ! 6 ! \ \ N LOU154ANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR 1 - I ---- --- : ! I - \ I--1 9REATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL \ NOTES. 12" LPI/32 \ \ \ ` 3. INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED O I i - i I • AT I '-4" (2)-12" LPI/3 I" i . I I .-� : i 12 AT 1•-4- I ON PLANS. �D ! : I :• 1 12• LPI/32 ! I A. INDICATES COLUMN UP AND DOWN UNLE55 IT BEARS ON AT I'-4- ! CONCRETE WALL OR FOOTING BELOW OR IT IS LABELED UP ONLY. ----------------. !I AT 10- LPI/32 h 1 I 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. , \ \ FOOTING I I I i y 1 _.... ......- 6. INDICATES TOP OF STRUCTURAL FLOOR SHEATHING _ \-- \ STEP I • r-- . ----' 1 I J ELEVATION, owNER/DevEInEER DEEP F TING I 4•-q" ! 13'-O /8" 1 I 13'- 3/4' ! 4'-q• I I ' / / w \.., WITH C3)- TO AND VAIL RESORTS 7. HEADERS 5HALL BE (3)2X8 UNLESS NOTED OTHERWISE. ALL \ ,. _ __ HEADERS ADDING PLYWOOD SPACERS AS REQUIRED. WIDTH BY • w.. BO I I // \ -, II 1 3'-0 DEEP FOOTING I / 1/ (1 - 0 IF '-4 J l (2)-12" 11/1--- -- , 1 WITH (3)-05 TOP AND i / x SIMPSON H015 - 5, ALL COLUMNS SHALL BE (3) X6 UNLESS NOTED OTHERWISE. ON 6X6 COL. I - • - I - I i ® d ' I I BDr oM �/ `:` = / / in DEVELOPMENT 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR . - . "_ - - - • 1- - -0" l . TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO r �MPtiLV 1 NOTED COLUMN SIZES A5 REQUIRED. i 151 H IS -r AVON, COLORADO STEP BOTT I - 1'-2• _0 10. ® INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS STEP I ION bx6 L. OF FOOTI. ill I h r i ' 1 - - - I - - - - C _ I • " ' I ARCHITECT OF RECORD _ I BEARING LOCATION'' SHALL LINE UP WITH STUDS BELOW. '� l I ; !,p TS 4X4X1/4 ! ! I - ` ; I - - FOOTING I 1 ! COLUMN - I ! J : ' !_ 1 1 ! I! -.r li- t - - - 51 HI I� ONM6 6N L. 11. ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 1� STEP i ''A l '-°-�� -----i 11 O 6X6 COL. _ I Y ■ , IOU V I i I TEP BOTIII I STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL G : : - 2 -0. X--1GZ--1--- I WALL - INFORMA,TION. EXTERIOR STUDS CAN BE SPACED 2'-0" FOR I ;1 ' ! ! ! ' !-FOO N6e_W H f2J-05 '. _. i l I P. FOOTNG I ) T' WALLS SHORTER THAN 10'-0'. STUDS SHALL BE SPACED 1'-4' ...--_----- -_� - ! WAY " --- L i, fin• T5 4)44X1/4 1 STEP _._. - - - - - -b I ; - ; : ------ �' Y1 ( FOOTING �- ARCF4IKIUIIE FOR WALL SHORTER THAN 140-00 AND TALLER THAN 10•-0•. _ - 2'-O" X .v!-O' COLUMN I 1 STEP Y I -- -------(-FOOTNO 11 frH \ l 1 I _ G Denver. Col«ado -- 12. ALL BEAMJ9EAM AND BEAM/COLUMN CONNECTIONS SHALL BE , STEP BOTT ' STEP BOTTOM � ! 1 I r ns EACH UV�td1F s. ................... .... i ^J ♦. I - ! 1 _- - -....._.-._.- ? I NWIERFIANWR MADE WITH SIMPSpN STEEL PLATE CONNECTORS UNLESS NOTED OF FOOTING DESIGN a�R'recr OTHERWISE. & i I ! I 4'-b" X 4,-b.. X I - � 13. RE. ARCHITECTURAL DRAWINGS FOR LOCATION AND SIZE OF - II! ._. FOOTING WITH (5)-05 I I �: � - tl1 J 1 ROUGH OPENINGS IN WOOD STUD WALLS. 2'-0'I I EACH WAY I I - - -; ' : - --- I L,"rte I a - I I HART I HOWERTON ......_.._....__.. ..........._._ ! NEWYORKNE.WYORK 14. RE. ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR ! I , I L20 L 4 -5 fJ4' -` 1 , 1 _ FRAMING DETAILS. I _ ;� 7 AT 1'-4 .._-" , f -- ` I I FOOTING •WITH (5)-#.% �• .q : 1 AI X 15. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM `I > FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLSJ. i I 1 --(------------------- "^•'` --.... . ---- i- PI I l 1 EACH WAY I -. ; 12•_O- moNRO^ EtuR I(w =Ria, �I I i . 2 -0• 3'-b"X3' 6'X6' DEEP -- INC CONG E PAD Y1 I ;1 I 0 I �'- ]i h WITH f3J 5 EACH WAY ♦ I 1 ! nE�wNIw.EI.ECIwCa.ENCIN1r;R I '1 i 1 d� WALL Ib•�- I I ^ FORM H. EQUIP. I I h l I ' I' _ m-EENCINEEIIINC FOUNDATION NOTES- n n I ' I m STEM I , IY I 1 s•-6-X3•-6-xb DEEP �I AvoN.axDRa�D I ` TOP OF I I V1 ! 1 I CONCRETE P D I l I 11 I . DATUM ELEVATION O'-0• EQUALS U5G5 ELEVATION 8120'-6 5/00 FT. 111 Ii • 14 GRAWLSPAGE I i = _ h ry CIVNUINEERIN _ : . ' CIRAWL IP I I ` ! I WITH (3)-05 EACH WAY I I " I • ' a.Elnn: ENC;INeewNC, INc 11 11 r ;t I FOR H VIP, -161 WALL I 1' ;p VaI COLORADO Y I l I STEP I 2. [XXX'-X"1 INDICATES TOP OF FOUNDATION WALL ELEVATION. 111 I � h I I I }-----------------1--- I ! - - � I I TOP OF D I! !� 3. (xxx'-X') INDICATES TOP OF FOOTING ELEVATION. G I ' �' , ! I GRAWLSPAGE - n 1 1 10 I l I 1 I I 1 1 l l BAGGFILL n I 1` 1 PROJECF NUMBER 6285 q 01 :1 I I 4. CONTRACTOR SHALL FOLLOW ALL REQUIREMENTS LISTED IN SOILS Q : : ! ' _ !(-1 '-8"If WALL ------- ----.......................-�.' ' I l i € I ---------------- ) I t - STEP I 12 -0• h REPORT. ill i :FOOTINI ---------- -- -- _ l 12• LPI SAT I'-4• 1 I FOOTINP I I I 11 O ISSUE REVISION DATE S. CONTRACTOR SHALL PLACE (3)-05 VERTICALLY FULL HEIGHT OF 1 . �1 -- - I , I f2J-12• L r ---------- ! I STEP I(-IS' 8-) ! ! C I ! I q 0 WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-0• IN 'I I - I -- I............._........ _--I ! I ! ! 7 r 11 FINAL CONSF. 01.03.05 1 i ' I ( CORRE -IONS ADDITION TO WALL REINFORCEMENT SHOWN OTHERWISE. I r 12• PI AT I'-4' -- -- ---------FOOTIIVi9-- , N _ REVIEW - -_ _ - 11 04.07.05 ' srEP T � I 6. ALL FOOTINGS IN GRAWLSPAGES SHALL BE BACK FILLED WITH T I �- - - - -12• L I 1 I I N I ®ADDENDUM 5 0.5.1605 MC COMPACTED UNLESS NOTED THERWISE ON PLANS OR SHOWN ON �¢� _ d 16-40 I I _ 1 SECTIONS. B. - - - - - - - -_ ! l- FLOOR ELEVATIONS SHOWN ARE AT TOP OF SLAB OR AT TOP OF '� ' - - - I ` LPG I I' I WALL PLYWOOD FLOOR SHEATHING. h I - - ._ .. .._.. ----- ------ -- -`N --- --- --I --- ---- ------ ------ ------ ' - ! 1 - i I - STEP - 0. FOOTING ELEVATIONS SHOWN ARE MAXIMUMS AND MAY NEED TO B - - - - BE LOUVERED DUE TO 501L CONDITIONS. VERIFY GHANGES WITH - ! - - - - . - - --! DUMBWAI • bR -zR _ " Al STRUCTURAL ENGINEER. ------ ! - h • J : SHAFT 1 _lie q. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR i --------------- -----------� I I i--------------- ( ll T OPE - NATURAL GRADE AS OUTLINED IN SOILS REPORT. 17 I l bl I DUM %ITER............ - w - - - A i SHAFT ; -- 10. UNLESS OTHERWISE NOTED - ALL SLAB ON GRADES ARE 4• THICK ` , Lt , I ! j !r I ----------- ------- WITH 6X6 W2.1 X W2.1 WELDED WIRE FABRIC. ! 1 ' -------------------------- , 11, PROVIDE CONTROL JOINTS OR CONSTRUCTION JOINTS AS SHOWN ON FOUNDATION PLAN. MAXIMUM SIZE OF EACH AREA SHALL NOT EXCEED 225 FT? I i 12. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS �'--- W1TH ARCHITECTURAL DRAWINGS- I ' ------------------------t----------------------a (5) Crawl Spaces: Crawl spaces i accessible through + j 13. CENTER FOOTINGS UNDER WALLS AND COLUMNS UNLESS gh an opening < DIMENSIONED OTHERWISE ON FOUNDATION PLAN. not greater than twelve (12) 14. REFER TO ARCHITECTURAL DRAWINGS FOR STAIR FRAMING DETAILS square feet In area, with five feet I I ' I Il o AND LANDING SLAB ELEVATIONS. (5 ) or IeSS Of ceiling height, as i it � L_ --, o measured from the surface of , ; I I , r---------> j 15. ALL SITE WALLS NOT SHOWN THIS PLAN SHALL BE BUILT PER the earth to me underside of -"'"'----- ARCHITECTURAL LANDSCAPE PLANS, DETAILS AND ELEVATIONS. SITE WALLS SHALL NOT BE CONVECTED TO THE BUILDING UNLE55 Structural floor members of the l _�I._- ___.._.__ _ N � � l -='" -- - ' NOTED OTHERWISE. floor/ceiling assembly above. I I UNIT 4 I UNIT 3 r o 16. INDICATES CONCRETE WALL AND FOOTING CONSTRUCTED UNDER I t i j �� :O , • O BUILDING # 7 SEPARATE PERMIT_ „ Cl) 14•-3 In• l 2'� I/2' - - "r2'�F-172• --'-'--- --- 14'-3 In" vI i �•� V AND FOUNDATION PLAN RAF 4 ;y II.OX INDICATES SHEAR WALL. RE. SCHEDULE FOR ANCHOR BOLT SPADING 5.3 2" . O (� m SPACING AND HOLD-DOWNS. E I I 13'-8" ! 13'-8- l 12•_11 • , 0 2'-II - 1 2 3 4 5 CID UILDINCz #7 GARAC-xE LEVEL FRA IINCz _0 AND FOUNDATION FLAN 2004 42140 ARCHITECTURE, INC. 1 2 3 4 5 q I_0,• bXb b bXb I I I COLUMN COLUMN 54l I j-2XI ,1 .,jj - HAND .- - -_ ... _ - &Xb 6Xb C OLUMN (2)-2X12 COLUM COLUMN 11 AI(2)-2X12 1 (2) COLUMN 2X12(2J-2X12 AT I '-0" p q' (2)-2X12 AT L-4„ 7 Zf IT 43 7 2X12 -COLUMN ¢ COLUMN I 6 b I AT i'-O" (2)_2X12 I ' 3 7'-8 I/2` b ( )-05Xq 13E w 'IY 7 AT I,-4" w 1� 40 11 I OLUMN 4 I TOP OF - - _ _- -- ------ - - - - -. _ _ _ __ _ .- .. ' . b LU IN GO d� �y Y n vJ T514X4 T ( XI2 -O'-2I 2" I tLUMN = (/� 10 ' FRAME COL ' P, [ / TOP 01 : ! I W .7 PLY D I S O TS_10254XI12_ . - _ - _ -_-- -- (2)-12" LPI/32 — j �� 14X4 I U RE : SL� 2 FOR SHEAR <-o' 5/4`> AT I '-4` I I C• L I RAME GOLUM 10 �T1 Q ry WALL SCHEDULE SIMPSON 410 (5)-2 I I - (2)-12" LPI/32 l._ -- - - - - - - - -- -- IOX4XI _ J --- - -- - -- -� (5)-2x6 HANGER COLUMN I AT 11-4m W GOLUMNI EACH END I I <-O'- 3/4`> J i x • (4)-12" L.V.L. - - - SIMPSON ' (n - - - (5)-2X6 HSU5 410 V �j " '-0/32 JI { GOLUM EACH i COLU� I� } Ia LPI/32 - - - - - - I /VT I '-4" - - (47-12" L.V.L. W O 12" LPI/32 I I Iryl I AT Is IN 12" LPI 2 I O AT 1'-4" .2 -ryl - JI r (Ifi I I !41-12" L.V.L. - I _ PROVIDE OPENI C V FOR FLUE BELOW RIFY - lV l I- WITH FRAMING NOTES : o'-0` s WITH MICATIO 7U Rs ry SPECIFICATIONS .p I TOP OF I -� `'j •2 (4)-12" L.V.L. I I I (5)-2X6 PLYWOOD 7 COLUMN COLUMN O'-O" I I . ALL WOOD FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS AS -- -"- MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES ((2) SIMP50 MST72 SHALL HAVE EQUAL OR GREATER GAPAGITY AND SHALL BE 'STRAPS ( P J 51M N (2)-12" LPI/32 COLUMN I ' (51-2X6 T�.1„1O0D l (5)-2X6 I -� 0WNFR/UFMAWFR REVIEWED BY THE ENGINEER OF RECORD. - _ AGROUND LV - BEAM ry � R AT 1 '-4" I COLUMN COLUMN 2. "L.V.L." INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY 0 (4)-2X6 (2) 51 N MST7 VAIL RESORTS LOUISIANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR I O ry (4)-12" L -_ -_ _- _______._ _ . __- I UMN (29-12" LPI/ 12 ' J STRA (WRAP ' GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL _ L.V.L. _ - ___ ( )_2 4 AT 1'-4" b9�HANG n o LvBOVE) --_ llEVELOPMENT NOTES. C . 3 - - - --- - - - -� - - - - - - - -- - -- -- • - - ---- - -- - --- 3. Q INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED _� X12" LPI/32 J I 12" LPI/32 ! AX8 -4" I __ . . .._ '7 __ _ __-- _ .__. ._ 4)-12' LVL IR •: A COMPANY i X AT I'-4" I AT 1'-4" I n D ON PLANS. (2)_2 - -- -- -. (3)-12 �7L . �. „� , AVON, OlARAUO 4. INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON 1/4” STEEL ADDLE ' ry ; (3)-2X10 2x6 J `�"� _ C +acHU r. . aFdd)aD UP ' AT I •-4" 12` LPI/321 • 12' LPI/32 CONCRETE WALL OR FOOTING BELOW, OR IT IS LABELED UP ONLY. II -7 rtLDED T BE ... , , ---- I ONLY : , AT 1 '-4` ry j AT I'-4" X fi TS X4XI/4 1 -- - - -- 5- < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. I _ O:. O • ' GO UMN I J * > -OL x --_ -_ ! (3)-2X10 1 4" SITE L 5 L I , . .• f�. _ . .. . r . 6. r ry I WELDE TO BEAM WEB b. '— INDICATES TOP OF STRUCTURAL FLOOR SHEATHING - ELEVATION. - _ . _ _____ _ - _ __ ._ ^ _ .. _ _ _ - - - ----- - - - j TS 4 4 AR6Q1ECRIRE _ 7. HEADERS SHALL BE C3)-2X8 UNLESS NOTED OTHERWISE. ALL 1 j - - J 42"LVL •-�- - _ VMN =-COL _N (V j OL oawe., caol-am HEADERS SHALL BE BUILT OUT TO 5 1/2" (3 112") WIDTH BY - - --- -ONLY ! _-� G UMN I. UP ADDING PLYWOOD SPACERS AS REQUIRED. II - I UP I i 12" LPI/32 . _. - --- -OPEN : :- -- _ 1 ^ ONLY �- _ _ ---- _ _ _ - - _ - - _ _ - --- - (; G ONLY INIASrui>LAnvu I AT I ' 4 - - - _ - 11.1 k 8. ALL COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. •? _ I N ONLY I I _ - - - - --'. L DESIGN AaulrrLwr — - 12 LP1/32 I R HARTIHOWERTON q. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR P -_. - - - A I•-4" TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL 13E ADDED TO (2)-124151L _ . _ . _. __ - - ---- - - -- 1V-I - I ONLY `�4.7 NCW YUHK,NL•W YORK NOTED COLUMN SIZE5 AS REQUIRED. 10. ® INDICATES INTERIOR BEARING WALLS. FLOOR .101575 I - j I I _ SBlCTURAT.FKGrIlI FR BEARING LOCATIONS 5HALL LINE UP WITH STUDS BELOW. " LVL NONROa:anLevt:u. l:NCLVU�x,wc ryl ` I Avon, oLOxnuo 11 . ALL EXTERIOR WALLS SHALL BE CONSTRUCTED USING 2X6 - I -'1 O ! N vRCR nlCAf FIF(•RQCA1 FV wFFR STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL Q I I I I - I _ A M a L'hcwll]IS,LVC C INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0" FOR v I ( - __ . - - _ _ j try T AVON, COLOanno WALLS SHORTER THAN 10'-0"- STUDS SHALL BE SPACED 1'-4" Q 13 FOR WALL SHORTER THAN 14'-O" AND TALLER THAN 10'-O". _ I I 0 , nu>IU i:NCwisw.uc.wu ' - I I _ __ _ I I I VAII, COTDRAOO i 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE - 1 MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLESS NOTED q I UP ( AT 1 '-4" 2 __ -... . . -- - - _ -_ - . . . j 13 OTHERWISE. ONLY AT I '-4" llt 13. RE: ARCHITECTURAL DRAWING5 FOR LOCATION AND SIZE OF 7 I 7 I I PROJECT NUMBER: 6285 ROUGH OPENINGS IN WOOD STUD WALLS. " - I _ . . . - I ' - -- - _ -•••F - ri - - - - - - - 1J _ _ _ +1 ONLY 12" LPI/32 I UP - - � � - 14. RE: ARCHITECTURAL DRAWINSS FOR HANDRAIL AND STAIR - 12" LP I/52 ; - ISSUE REVISION llA"1'!; FRAMING DETAILS. -_ . _ ---- _ . - - 1 1 I __ --- I - 15. ALL EXTERIOR WALLS SHALL HAVE CONTINUOUS STUDS FROM AT I 'P4�2 ( _ 2X4 AT' I -4 AT 1'-4" q _ 1] L FFNALCONST. 01.03-05 FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUDING RAKE WALLSJ. BEA��221 WALL ON REGA SLAB: - - QPC�ONRCTIONS 04.07.05 j -- -- -- I j BEAR W X50 ON I - __.. : I - I I I .7 PREGA SLAB WITH I -_< -- - -f2J-13'- --- - ON GA5 5�AB I ® ADDENDUM 5 05.16.05 B . --- - -- --- - - -- - - 1NALL _. - _--- - -- --- s5_ 4 ST11R— - - -- --_ I I I X4 EA I L Pi2E $TEP - I COLUMN I 1` 2X6 (2) 12 L.V L _ ATi '-4 I BEAR 18X50 AT 1 '-4 _ BE EAST 51.AB STONE VENEER B fi LP1 2 � _ _ - _ _ _ _ I I J DU ` ER SHAFT I - -SFTH- . L MX1/4- -X.1-01 I 4rFL --- - . RE. ARCH -AT t' is 8" WIDE CONCRETE GRADE I�IF� II�IkJI - I ry OPENI IN PRECAST _ _LL _P BEAM WITH (2)-05 TOP AND ' � -_' '^ . :` ' --- - SLAB A FLOOR - - -- -- f - LhV32 ry BOTTOM (CONTINUOUS), 05 AT - STEM WALL . -4 �' "- s - (37 5 .V2" LVL h 1 '-b" VERTICAL AND 05 AT 1'-0` o, I I UNDER SEPARATE ! i R1 [O -O' ] - -- - - - ;Exxn-X X' ] PERMIT WALL HORIZONTAL - - STEP 2X6 C3) 511 LVL _ r • i '- >•, ,_0" 3•-11 " L.2'-O" L. 1/4" AT I ._O. I ,{ - PAVERS - Z FASTEN JOISTS TO (O OI) b "b - 2X12 TREATED LEDGER IT [2'-3 /e"] RE. LANDSCAPE L 4X4X3/8" WITH WITH 3/4"m X b` 1 4" STEEL • 5/8"m EXPANSION - I/ - ADDLE _ a �i I I - II- N ANCHORS AT 2'-6"' EXPAN51ON ANCHORS C 7 S LL ABOVE ELI I I I I I - STEP ' ., J �LEV TED SLAB AT 2'-O" - WALL (4 4" TOPPING SLAB ,1, a} - 2xb ' -- 1 I 1 I WITH W.W.F. _ , [O' O ] - _ tQ ELEVATE D AT I'-O" I : x � ; - I \ I •1'-b I/Ib - 1 WALL WALL , STEP STEP 8 [O O"] ` Ml m STEP ry STEP Is a . _ // RIGID INSULATION - �i AMIN RE: ARCH ry i/� � bC� BUILDING If I RE. ARCH FOR PRECAST SLAB i 1 - • ' - - t! - Q MAIN LIiV1J. n WATER PROOFING RE. PLAN I UNIT 4 51.71 I I/2 , 12'-3 5/8' [I'-q -5/8 '] [ '-3 5/8"] FRAMING P1..4_\ 3'-b" q'-3" 3'-q' 3'-6" q '-3` 3'-6' 00 o ' O i 0 1 � ^ E ^ rt I ®` I I s i n f3`_/.44 = 1 •-`-0e/ I I1��11 UNIT 3 1 2 3 4 5 n 4 N � BUILDING #1 1"IAIN LEVEL PfRA "IINC I / lo Z � C