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I' • ,.�� - ` /. r rf /•;lf✓��!\'1� � 3i'.��?' � � I 'i i 1 lip isk 4 r • I LANDSCAPE r -- � � z,� 4 4,;� GENERAL STRUCTURAL (CON T. ) ARCHITECTURAL (CON T. ) ISSUE ISSUE ISSUE ISSUE E. Rr'%N� ' L DWG . DRAWING TITLE DATE No. DWG, CRAWING TITLE DATE No. DWG, DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE Not ..�At F Cover 05.16.05 16 L-1 La;lout 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 00� A G001 Index of Drawings 05.16.05 16 L-2 Layout and Materials - Buildings 5 - 8 05,16.05 16 S3.3 Foundation & Framing Details 05.16.05 16 A142 Building 4 - Plaza Level Plan 05.16.05 16 ��f G002 Index d Drawings 05.16.05 16 L•3.1 Construction Details 05.16.05 16 A143 Building 4 - Upper Level Plan 05.16.05 16 sf p AW; G003 Index of Drawings 05.16.05 16 L-3.2 Construction Details 05.16.05 16 S4. 11 Building 1 - Details 05.16.05 16 A144 Building 4 - Roof Plan 05.16.05 16 1.43 Constructioh 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 L-4 Planting Plan - Buildings 1 . 4 05.16.05 16 - - - G005 General Information 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 S4.21 Building 2 - Details 05.16.05 16 A147 Building 4 - Upper Level Reflected Ceiling Plan 05.16.05 16 (n AS001 Architectural Site Plan - Garage Level 05.16.05 16 L-6 Planting Details 05. 16.05 16 S4.22 Building 2 - Details 05. 16.05 16 L-7 Ini jation Plan - Buildings 1 . 4 05.16.05 16 r ' AS002 Architecture! Site Plan Plaza Level 05.16.05 16 Al 51 Building 5 Garage Level Plan 05.16.05 16 `/ L-8 Irri jation Plan - Buildings 5 . 8 05.16.05 16 AS003 Architectural Site Plan - Roof Level 05.16.05 16 S4.31 Building 3 - Details 05.16.05 16 A152 Building 5 - Plaza Level Plan 05.16.05 16 � F+ L-9 Irdijation Details 05.16.05 16 S4.32 Building 3 - Details 05.16.05 16 Al 53 Building 5 - Upper Level Plan 05.16.05 16 0 R001 Code Analysis & Building Summary 05.16.05 16 Al 54 Building 5 - Roof Plan 05.16.05 16 w 0=4 R002 Code Analysis & Building Summary 05.16.05 16 S4.41 Building 4 - Details 05.16.05 16 Al 55 Building 5 - Garage Level Reflected Ceiling Plan 05.16.05 16 A > R003 Concealed Spaces Design & Construction Tools 05.16.05 16 STRUCTURAL S4.42 Building 4 - Details 05.16.05 16 Al 56 Building 5 - Plaza Level Reflected Ceiling Plan 05.16.05 16 Al 57 Building 5 - Upper Level Reflected Ceiling Plan 05.16.05 16 fu 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 DWG . DRAWING TITLE DATE No. w R102 Code Reference Plan - Garage Level - Buildings 5 thru 8 05.16.05 16 S4.52 Building 5 - Details 05.16.05 16 Al 61 Building 6 - Garage Level Plan 05.16.05 16 C R103 Code Reference Plan - Plaza Level - Buildings 1 thru 4 05.16.05 16 S1 .0 Ma riott Parking Alteration 07.15.04 01 Al 62 Building 6 - Plaza Level Plan 05.16.05 16 r` U R104 Code Reference Plan - Plaza Level - Buildings 5 thru 8 05.16.05 16 S4.61 Building 6 - Details 05. 16.05 16 Al 63 Building 6 - Upper Level Plan 05.16.05 16 w Q R105 Code Reference Plan - Upper Level - Buildings 1 thru 4 05.16.05 16 S1 .0 Tunnel - General Notes and Foundation Details 05.16.05 16 S4.62 Building 6 - Details 05,16.05 16 Al 64 Building 6 • Roof Plan 05.16.05 16 w W R106 Code Reference Plan - Upper Level - Buildings 5 thru 8 05.16.05 16 Al 65 Building 6 • Garage Level Reflected Ceiling Plan 05.16.05 16 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 Al 66 Building 6 - Plaza Level Reflected Ceiling Plan 05.16.05 16 V ( R108 Code Reference Plan • Roof Level - Buildings 5 thru 8 05.16.05 16 S1 .02 Bui ding 2 - General Notes and Foundation Details 05. 16.05 16 S4.72 Building 7 - Details 05. 16.05 16 Al 67 Building 6 - Upper Level Reflected Ceiling Plan 05. 16.05 16 Z S1 .03 Building 3 - General Notes and Foundation Details 05.16.05 16 R111 Site Grid Reference Plan - Buildings 1 thru 4 05.16.05 16 S1 .04 Bui ding 4 - General Notes and Foundation Details 05,16.05 16 S4.81 Building 8 Details 0516.05 16 A171 Building 7 - Garage Level Plan 05.16.05 16 R112 Site Grid Reference Plan - Buildings 5 thru 8 05.16.05 16 S1 .05 Bui ding 5 - General Notes and Foundation Details 05.16.05 16 S4.82 Building 8 - Details 05.16.05 16 Al 72 Building 7 - Plaza Level Plan 05.16.05 16 S1 .06 Bui ding 6 - General Notes and Foundation Details 05. 16.05 16 Al 73 Building 7 • Upper Level Plan 05. 16.05 16 r �, S1 .07 Building 7 - General Notes and Foundation Details 05,16.05 16 Al 74 Building 7 - Roof Plan 05.16.05 16 v 31 .08 Bui' ding 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 - Plaza Level Reflected Ceiling Plan 05.16.05 16 81 .10 Budding 1 - Garage Level Foundation and Framing Plan 05. 16.05 16 Al 77 Building 7 • Upper Level Reflected Ceiling Plan 05. 16.05 16 ISSUE S1 .11 Bui ding 1 - Main Level Framing Plan 05.16.05 16 °"~'J`'DE°n ' U DWG . DRAWING TITLE DATE N0. S1 . 12 Bui ding 1 - Upper Level Framing Plan 05.16.05 16 A181 Building 8 - Garage level Plan 05.16.05 16 VAIL RESORTS SD01 Survey - Existing Conditions Map 01 .03.05 5B/6A-10A/11 S1 .13 Buiding 1 - Roof Framing Plan 05.16.05 16 Al 82 Building 8 - Plaza Level Plan 05.16.05 16 DEVELOPMENT Al 83 Building 8 - Upper Level Plan 05.16.05 16 COMPANY C000 Cover Sheet 05.16.05 16 S1 ,20 Bui ding 2 - Garage Level Foundation and Framing Plan 05.16.05 16 A184 Building 8 - Rod Plan 05.16.05 16 AVON, COLORADO 0001 Existing Conditions 05.16.05 16 S1 .21 Bui�ding 2 - Main Level Framing Plan 05.16.05 16 A185 Building 8 - Garage Level Reflected Ceiling Plan 05.16.05 16 .R°N, C °F AD C002 Overall Grading lan 05. 16.05 16 S1 .22 Building 2 - Upper Level Framing Plan 05.16.05 16 A186 Building 8 Plaza Level Reflected Ceiling Plan 05.16.05 16 9 S1 .23 Buiing 2 - Roof Framing Plan 05.16.05 16 ARCHITECT C003 Grading and Drainage Plan - Buildings 1 . 4 05.16.05 16 �d U RL A187 Building 8 - Upper Level Reflected Ceiling Plan 05.16.05 16 � 0004 Grading and Drainage Plan - Buildings 5 - 8 05.16.05 16 ISSUE ARCHITKTURE C005 Tunnel Grading & Drainage Plan & Profile - Buildings 1 - 4 05.16.05 16 S1 .30 Building 3 - Garage Level Foundation and Framing Plan 05.16.05 16 DING , DRAWING TITLE DATE No. A201 Tunnel Elevations 05.16.05 16 Demer, Colorado C006 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 A001 Tunnel Plan - Grids 1.10 05.16.05 16 `""` C007A Storm Sewer Profiles 05.16.05 16 S1 .32 Building 3 - Upper Level Framing Plan 05.16.05 16 A203 Tunnel Elevations 05.16.05 16 A002 Tunnel Plan - Grids 10-19 05.16.05 16 DESIGN �R(J T -r S1 .33 Building 3 - Roof Framing Plan 05.16.05 16 A204 Tunnel Elevations 05.16.05 16 C007B Storm Sewer Profiles 05.16.05 16 f Ir1RT I HOX�i�.RTON C007C Storm Sewer Profiles 05.16.05 16 A003 Tunnel Plan - Grids 19-26 05.16.05 16 NEW YoxK "sw r°ax S1 .40 Buil ding 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 COO7D Storm Sewer Manhole Details 05.16.05 16 A005 Tunnel Reflected Ceiling Plan - Grids 1 .10 05.16.05 16 Sl Al Buil ding 4 - Main Level Framing Plan 05.16.05 16 9 A212 Building 1 - South Elevation 05.16.05 16 OE & N L"""'` GINIM C008 Pedestrian Path Profile - Buildings 1 - 4 05.16.05 16 "°""°Ear VEW,iLL "�CL"ISXS, LSVC A006 Tunnel Reflected Ceiling Plan - Grids 10-19 05.16.05 16 AV°"• `°U'L'°° C009 Pedestrian Path Profile - Buildings 5 - 8 05.16.05 16 S1 .42 Building 4 - Upper Level Framing Plan 05.16.05 16 9 A213 Building 1 - East Elevation 05.16.05 16 A007 Tunnel Reflected Ceiling Plan • Grids 19-26 05,16.05 16 `° ""N " "'IN°"`"'L ``O°""` � A214 Building 1 - West Elevation 05.16.05 16 �.E E"°�. �° S1 .43 Building 4 - Roof Framing Plan 05.16.05 16 9 eV°", C°LORjDO C010 Grading and Drainage Details 05.16.05 16 A008 Tunnel Reflected Ceiling Plan , Grids 26-36 05.16.05 16 C011 Grading and Drainage Details 05. 16.05 16 CA,r,. ENGINEER S1 .50 Building 5 - Garage Level Foundation and Framing Plan 05.16.05 16 A221 Building 2 - North Elevation 05.16.05 16 ALPLVP Ii COLOKLDO' INC C011A Scupper Hole Details 05.16.05 16 "'"� COLC��DO C012 Water and Sewer Plan 05.16.05 16 S1 .51 Builling 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 Builling 5 - Upper Level Framing Plan 05.16.05 16 A223 Building 2 - East Elevation 05.16.05 16 PROJECT NLMBER: 20900.00 A101 Buildings 1 thru 4 - Enlarged Plaza Plan 05.16.05 16 A224 Building 0014 Water and Sewer Profiles 05.16.05 16 S1 .53 Builling 5 - Roof Framing Plan 05. 16.05 16 g 2 - West Elevation 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 Builling 6 - Garage Level Foundation and Framing Plan 05.16.05 16 A231 Building 3 - North Elevation 05.16.05 16 04 CONST DOC S1 .61 Builling 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 FOR PERNUT 07.23.04 C017 Overall Sub Drain Plan 05.16.05 16 Al 12 Building 1 - Plaza Level Plan 05.16.05 16 S1 .62 Builling 6 - Upper Level Framing Plan 05.16.05 16 9 A233 Building 3 East Elevation 05.16.05 16 0018 Sub-Drain Plans - Buildings 1 - 3 05.16.05 16 05/06 CONST Doc 08.13.04 C019 Sub-Drain Plans - Buildings 4 - 6 05.16.05 16 S1 .63 Builling 6 Rod Framing Plan 05.16.05 16 A113 Building 1 - Upper Level Plan 05.16.05 16 A234 Building 3 West Elevation 05.16.05 16 A114 Building 1 - Roof Plan 05.16.05 16 07 BLDG. 2/CONST. 09.02.04 CO20 Sub Drain Plans - Buildings 6 - 8 05.16.05 16 Al 15 Building 1 - Garage Level Reflected Ceiling Plan 05.16.05 16 5_A TUNNEL REV. 09.10.04 CO21 Rod Drain Plan - Buldings 1 - 3 05.16.05 16 S1 .70 Building 7 - Garage Level foundation and Framing Plan 05. 16.05 16 9 9 g A241 Building 4 - North Elevation 05.16.05 16 Al 16 Building 1 - Plaza Level Reflected Ceiling Plan 05.16.05 16 A242 Building 4 - 0O22 Rod Drain Plan - Buildings 4 . 6 05.16.05 16 S1 .71 Building 7 - Main Level Framing Plan 05.16.05 16 ng South Elevation 05.16.05 16 os BLDG. 3/CONST. 09.24.04 CO23 Roof Drain Plan - Buildings 6 - 8 05.16.05 16 S1 .72 Building 7 - Upper Level Framing Plan 05.16.05 16 Al 17 Building 1 - Upper Level Reflected Ceiling Plan 05.16.05 16 A243 Building 4 - East Elevation 05.16.05 16 09 BLDG. 4/CONST. 10.11 .04 CO24 Erosion & Sediment Control Plan 05.16.05 16 S1 .73 Building 7 - Roof Framing Plan 05. 16.05 16 A121 Building 2 • Garage Level Plan 05.16.05 16 A244 Building 4 - West Elevation 05.16.05 16 10 BLDG. 5/CONST. 10.25.04 S1 .80 Building 8 - Garage Level Foundation and Framing Plan 05.16.05 16 Al 22 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 01 A123 Building 2 - Upper Level Plan 05.16.05 16 6:�/;A/sA/9A/1o_�/11 MR2 Drive & Utility Plans & Profiles 07.12.04 01 S1 .81 Building 8 - Main Level Framing Plan 05. 16.05 16 9 pp A252 Building 5 - South Elevation 05.16.05 16 MR3 Drive & Utility Details 07.12.04 01 S1 .82 Building 8 - Upper Level Framing Plan 05.16.05 16 Al 24 Building 2 - Roof Plan 05.16.05 16 A253 Building 5 - East Elevation 05.16.05 16 F *LkL CONST 01 .03.05 A125 Building 2 - Garage Level Reflected Ceiling Plan 05.16.05 16 S1 .83 Building 8 - Roof Framing Plan 05.16.05 16 9 9 � A254 Building 5 - West Elevation 05.16.05 16 ' 9 9 lz ADDENDUM 1 01 .12.05 Al 26 Building 2 - Plaza Level Reflected Ceiling Plan 05. 16.05 16 MX001 Mass Excavation Cover Sheet 07. 12.04 Ot 13 ADDENDUM z 01 .19.05 S2.10 Tunr�el 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 01.12.04 01 la ADDENDUM 3 01.28.05 MX003 Mass Excavation Plan & Profiles 07.12.04 01 S2.11 Tuned Framing Plan - Buildings 1 & 2 05.16.05 16 A262 Building 6 - South Elevation 05.16.05 16 MX004 Mass Excavation Plan & Profiles 07.12.04 01 A131 Building 3 - Garage Level Plan 05.16.05 16 A263 Building 6 - East Elevation 0516.05 16 15 ADDENDUM 4 04.29.05 A132 Building 3 - Plaza Level Plan 05.16.05 16 MX004A Mass Excavation Plan & Profiles 07.12.04 01 S2.20 Tunnel Foundation Plan - Buildings 3 & 4 05.16.05 16 9 A264 Building 6 - West Elevation 05.16.05 16 16 ADDENDUM 5 05.16.05 MX005 Mass Excavation Details 07.12.04 01 S2.21 Tunr•el Framing Plan - Buildings 3 & 4 05.16.05 16 Al 33 Building 3 • Upper Level Plan 05.16.05 16 A134 Building 3 - Roof Plan 05.16.05 16 A271 Building 7 - North Elevation 05.16.05 16 MX006 Mass Excavation Details 01.12.04 01 A135 Building 3 - Garage l Reflected Ceiling Pl an a leve05.16.05 16 INDEX S2.30 Tunnel Foundation Plan - Buildings 5 & 6 05.16.05 16 A272 Building 1 - South Elevation 05.16.05 16 S2.31 Tunr ei Framing Plan - Buildings 5 & 6 05.16.05 16 Al 36 Building 3 - Plaza Level Reflected Ceiling Plan 05.16.05 16 A273 Building 7 • East Elevation 05.16.05 16 0 F A137 Building 3 - Upper Level Reflected Ceiling Plan 05.16.05 16 A274 Building 7 - West Elevation 05.16.05 16 DRAWINGS S2.40 Tunnel Foundation Plan - Buildings 7 & 8 05.16.05 16 S2.41 Tunr el Framing Plan - Buildings 7 & 8 05.16.05 16 A281 Building 8 - North Elevation 05.16.05 16 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 ® 0 S3.1 Foundation & Framing Details 05.16.05 16 A284 Building 8 - West Elevation 05.16.05 16 L�_.Q ' i f l 1111 IIIJ 1 1 , 11 1! 1 11 ' i 1111, . I 1 X11 ii X20:-4 42:4 ARCHITECTURAL (CON'T . ) ARCHITECTURAL (CON'T .) MECHANICAL (CON'T .) PLUMBING (CON'T .) �S� cJfrfI? ,� y, ISSUE ISSUE ISSUE ISSUE E . RANDAL DWG. DRAWING TITLE DATE No. DWG . CRAWING TITLE DATE No. DWG , DRAWING TITLE DATE No. DWG. DRAWING TITLE DATE No ;cr .3oN A301 Tunnel Section 05.16.05 16 A511 Residences - Waterproofing Details 05.16.05 16 M 1 .5A Building 5 - Crawl Space Mechanical Plan 05.16.05 16 P1 .8A Building 8 - Crawl Space Plumbing Plan 05.16.05 16 A302 Tunnel Section 05.16.05 16 A512 Residences - Waterproofing Details 05.16.05 16 M1 .53 Building 5 - Garage Level Mechanical Plan 05.16.05 16 P1 .813 Building 8 - Garage Level Plumbing Plan 05.16.05 16 A303 Tunnel Section 05.16.05 16 M1 .5C Building 5 • Plaza Levi 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 .50 Building 5 - Upper Level Mechanical Plan 05.16.05 16 P1 .8D Building 8 • Upper Level Plumbing Plan 05.16.05 16 A305 Tunnel Section 05. 16.05 16 A522 Residences - Enlarged Floor Plans 05.16.05 16 A306 Tunnel Section, Interior Elevations 05.16.05 16 M1 .6A Building 6 - Crawl Space Mechanical Plan 05.16.05 16 P21 Tunnel - Plumbing Details 05.16.05 16 A531 Residences - Details 05.16.05 16 M1 .66 Building 6 - Garage Level Mechanical Plan 05.16.05 16 P22 Plumbing Isometrics 05.16.05 16 (� AV Building , - Section 05.16.05 16 A532 Residences - Details 05.16.05 16 M 1 .6C Building 6 - Plaza Level Mechanical Plan 05.16.05 16 P2.3 Residences • Plumbing Details 05.16.05 16 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 O A314 Building 1 - Section 05.16.05 16 A535 Residences - Details 05.16.05 16 M1 ,7A Building 7 - Crawl Space Mechanical Plan 05.16.05 16 P3.28 Tunnel Plumbing Plan #2 05.16.05 16 Wj a A315 Building 1 - Section 05.16.05 16 A536 Residences - Details 05.16.05 16 M17B Building 7 - Garage Level Mechanical Plan 05.16.05 16 P3.2C Tunnel Plumbing Plan #3 05.16.05 16 A537 Residences - Details 05.16.05 16 M 1 .7C Building 7 - Plaza Level Mechanical Plan 05.16.05 16 P3.21) Tunnel Plumbing Plan #4 05.16.05 16 A321 Building 2 Section 05.16.05 16 M 1 .7D Building 7 - Upper Level Mechanical Plan 05.16.05 16 F� O A322 Building 2 - Section 05. 16.05 16 A551 Tunnel & Residences - Firestopping Details 05.16.05 16 Q H rd A323 Building 2 - Section 05.16.05 16 A552 Tunnel & Residences - Firestopping Details 05.16.05 16 M1 .8A Building 8 - Crawl Space Mechanical Plan 05.16.05 16 �4 A324 Building 2 - Section 05.16.05 16 A553 Tunnel & Residences - Firestopping Details 05. 16.05 16 M 1 .8B Building 8 - Garage Level Mechanical Plan 05.16.05 16 � A325 Building 2 - Section 05.16.05 16 M 1 .8C Building 8 - Plaza Level Mechanical Plan 05. 16.05 16 F� U A601 Twinel - Wall Types 05.16.05 16 M1 .81) Building 8 - Upper Level Mechanical Plan 05.16.05 16 Q A331 Building 3 - Section 05.16.05 16 A611 Residences - Wall Types 05.16.05 16 W A332 Building 3 • Section 05.16.05 16 M2. 1 Mechanical Details 05.16.05 16 x A333 Building 3 - Section 05.16.05 16 A701 Tu•rnel - Door and Frame Schedule 05.16.05 16 M2.2 Mechanical Details 05.16.05 16 U i A334 Building 3 • Section 05.16.05 16 A702 Tu inel - Door Elevations & Details 05.16.05 16 M2 3 Residences - Mechanical Details 05.16.05 16 V Z A335 Building 3 - Section 05.16.05 16 M231 Residences • Mechanical Details, Alternate #14 (Deleted) 01 .12.05 12 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 a A712 Residences - Door Details 05.16.05 16 M2.41 Residences - Piping Schematics, Alternate #14 (Deleted) 01 .12.05 12 ELECTRICAL O A341 Building 4 - Section 05.16.05 16 M2.5 Snowmelt Details 05. 16.05 16 I SSU E F� A342 Building 4 • Section 05.16.05 16 A721 Tu:inel - Room Finish Schedule 05.16.05 16 M2.6 Alternate No.8 - Supplemental Heat (Deleted) 01 .03.05 6A-10A/11 DWG , DRAWING TITLE DATE No. A343 Building 4 - Section 05.16.05 16 A344 Building 4 Section 05.16.05 16 A741 Turrnd 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 M32A Tunnel Mechanical Plan #1 05.16.05 16 E0.2 Electrical Singleline & Panelboards Tunnel 05.16.05 16 A751 Residences - Unit A Window Elevations 05.16.05 16 M3.2B Tunnel Detail Mechanical Plan #2 05.16.05 16 A351 Building • 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 � E0.2 Building 1 - Electrical Singleline & Panelboards 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 DEVELOPMENT A353 Building 5 - Section 05.16.05 16 E1 .1 Building 1 • Electrical Power Plans 05.16.05 16 � E1 .2 Building 1 • Electrical Lighting Plans 05.16.05 16 COMPANY A354 Building 5 - Section 05.16.05 16 A801 Turmel - 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 ARCIUTECT OE RiiCORD A356 Building 5 • Section 05.16.05 16 E0.12 Building 2 - Electrical Legend & 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 E1 .12 Building 2 • Electrical Power Plans 05.16.05 16 /� VA 1A: 07 A361 Building 6 - Section 05.16.05 16 A812 Residences - Stair Plans & Sections 05.16.05 16 � ! A362 Building 6 Section 05.16.05 16 E1 .22 Building 2 • Electrical Lighting Plans 05.16.05 16 Denver, Cob ao�r RE A363 Building 6 - Section 05.16.05 16 A901 Du nbwaiter - Plans, Sections, Elevations & Details 05.16.05 16 PLUMBING Eo., 3 Building 3 , Electrical Legend & Schedules 05.16.05 16 wu�, �Ng A364 Building 6 - Section 05.16.05 16 A365 Building 6 • Section 05.16.05 16 A905 Fireplace - Plans, Elevations, Sections & Details 05.16.05 16 ISSUE EO23 Building 3 • Electrical Singleline & Schedules 05.16.05 16 DFSIGNARLHIMCT HART HO 'ERTON A366 Building 6 • Section 05.16.05 16 DWG . DRAWING TITLE DATE No. E1 .13 Building 3 - Electrical Power Plans 05.16.05 16 NEW YOM NEW YORK E1 .23 Building 3 - Electrical Lighting Plans 05.16.05 16 P1 .1A Building 1 - Crawl Space Plumbing Plan 05.16.05 16 SCRUCMXNL ENGINEER A371 Building 7 - Section 05.16.05 16 :SO\ROE @ NEW1iL G`i(:L\1iLR5, LVC A372 Building 7 - Section 05.16.05 16 P1 .113 Building 1 - Garage Level Plumbing Plan 05.16.05 16 E0.14 Building 4 • Electrical Legend & Schedules 05.16.05 16 AVON, COLORADO P1 .1C Building 1 - Plaza Level Plumbing Plan 05.16.05 16 E0.24 Building 4 • Electrical Singleline & Schedules 05.16.05 16 NUDCHAAKAL 1.210 ICAL ILNGM1iR A373 Building 7 - Section 05.16.05 16 9 g "-E ENGINEERS, NC 131 . 1 D Building 1 - Upper Level Plumbing Plan 05.16.05 16 E1 . 14 Building 4 - Electrical Power Plans 05.16.05 16 AVON, `'OLOHADO A374 Building 7 Section 05.16.05 16 MECHANICAL E1 .24 Building 4 - Electrical Lighting Plans 05.16.05 16 ALPI[ E G�`L�C, DC A375 Building 7 - Section 05.16.05 16 VAU, COLORADO ISSUE P1 .2A Building 2 - Crawl Space Plumbing Plan 05.16.05 16 A381 Building • Section 05.16.05 16 131 .213 Building 2 - Garage Level Plumbing Plan 05.16.05 16 E0.15 Building 5 - Electrical Legend & Schedules 05.16.05 16 9 DWG . DRAWING TITLE DATE No . P12C Building 2 - Plaza Level Plumbing Plan 05.16.05 16 E0.25 Building 5 • Electrical Singleline & Schedules 05.16.05 16 rRO�sc r NuER 20900.00 A382 Building 8 - Section 05.16.05 16 A383 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 M0.2 Mechanical Schedule - Tunnel 05.16.05 16 E1 .25 Building 5 , Electrical Lighting Plans 05.16.05 16 A384 Building 8 - Section 05.1 5.05 16 oa CONST Doc A385 Building 8 • Section 05.16.05 16 M0.3 Meclanical Schedule - Residences 05.16.05 16 P1 .3A Building 3 - Crawl Space Plumbing Plan 05.16.05 16 M0.31 Mechanical Schedule - Alternate #14 (Deleted) 01 .12.05 12 P1 .3B Building 3 - Garage Level Plumbing Plan 05.16.05 16 E0.16 Building 6 - Electrical Legend & Schedules 05.16.05 16 FOR PEx aiT 07.23.04 A386 Building 8 Section 05.16.05 16 P1 .3C Building 3 - Plaza Level Plumbing Plan 05. 16.05 16 E0.26 Building 6 - Electrical Singleline & Schedules 05.16.05 16 05/06 CONST DOC 08. 13.04 A401 Tunnel - Wall Sections 05.16.05 16 M1 .1A Bui ding 1 - Crawl Space Mechanical Plan 05.16.05 16 P1 .30 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 A402 Tunnel - Wall Sections 05.16.05 16 M1 .1 B Bui ding 1 - Garage Level Mechanical Plan 05.16.05 16 E1 .26 Building 6 , Electrical Lighting Plans 05.16.05 16 5A TUNNEL REV. 09.10.04 M1 ,1C Bui ding 1 - Plaza Level Mechanical Plan 05.16.05 16 P1 .4A Building 4 - Crawl Space Plumbing Plan 05.16.05 16 08 BLDG. 3/CONST. 09.24.04 A411 Residences - Wall Sections 05.16.05 16 M1 . 1 D Bui ding 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 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/CONST. 10.11 .04 A412 Residences - Wall Sections 05.16.05 16 A413 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 .11 B Bui�ding 1 - Garage Level Mechanical Plan • Alternate #14 (Deleted) 01 .19.05 13 E1 .27 Building 7 - Electrical Lighting Plans 05.16.05 16 513 FINAL CONST 01 .03.05 Residences - Wall Sections 05.16.05 16 M1 .11C Bui�ding 1 - Plaza Level Mechanical Plan - Alternate #14 (Deleted) 01 .19.05 13 P1 .5A Building 5 - Crawl Space Plumbing Plan 05.16.05 16 A415 M1 .11 D Bui�ding 1 - Upper Level Mechanical Plan - Alternate #14 (Deleted) 01 .19.05 13 P1 .513 Building 5 - Garage Level Plumbing Plan 05.16.05 16 E0.18 Building 8 • Electrical Legend & Schedules 05,16.05 16 6A/7A/8A/9.A/10A/11 A415 A416 Residences - Wall Sections 05.16.05 16 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 M1 .2A Bui�ding 2 - Crawl Space Mechanical Plan 05.16.05 16 P1 .5D Building 5 - Upper Level Plumbing Plan 05.16.05 16 E1 .18 Building 8 - Electrical Power Plans 05,16.05 16 12 ADDENDUM 1 01.12.05 A418 Residences - Wall Sections 05.16.05 16 M1 .213 Buiding 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 M1 .2C Burling 2 - Plaza Level Mechanical Plan 05,16.05 16 P1 .6A Building 6 - Crawl Space Plumbing Plan 05,16.05 16 14 ADDENDUM 3 01 .28.05 A501 Tunnel - Enlarged Details 05.16.05 16 M1 .21) Bui ding 2 - Upper Level Mechanical Plan 05.16.05 16 P1 .68 Building 6 - Garage Level Plumbing Plan 05.16.05 16 ES1 .1 Electrical Site Plan - Units 1 & 2 05.16.05 16 15 ADDENDUM 4 04.29.05 P1 .6C Building 6 - Plaza Level Plumbing 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 .60 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 Buiding 3 - Garage Level Mechanical Plan 05. 16.05 16 ES1 .4 Electrical Site Plan - Units 7 & 8 05,16.05 16 M1 .3C Bul ding 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 A505 Typical Waterproofing Details 05.16.05 16 M1 .3D Bui�ding 3 - Upper Level Mechanical Plan 05. 16.05 16 P1 .7B Building 7 - Garage Level Plumbing Plan 05.16.05 16 O F A506 Tunnel - Waterproofing Details 05.16.05 16 P1 .7C Building 7 - Plaza Level Plumbing Plan 05.16.05 16 A506 Tunnel - Waterproofing Details 05.16.05 16 M1 .4A Bui�ding 4 - Crawl Space Mechanical Plan 05,16.05 16 P1 .7D Building 7 - Upper Level Plumbing Plan 05.16.05 16 DRAWINGS A508 Tunnel - Waterproofing Details 05.16.05 16 M1 .413 Bui�ding 4 - Garage Level Mechanical Plan 05,16.05 16 A509 Tunnel - Waterproofing Details 05.16.05 16 M 1 .4C Bui�ding 4 - Plaza Level Mechanical Plan 05.16.05 16 A510 Tunnel - Waterproofing Details 05.16.05 16 M1 .4D Bui ding 4 - Upper Level Mechanical Plan 05.16.05 16 GOOZ 1 1 Ili 11 .� 111 � 1 ii 9 l i ( � b � ' ' ! ik j © 20004 42140 4RCA TECTJRE, INC . --- - FIRE ALARM/PROTECTION FIRE ALARM/PROTECTION INTERIORS ! of COI ISSUE ISSUE ISSUE 1 DWG. DRAWING TITLE DATE No. DWG , DRAWING TITLE DATE No . DWG, DRAWING TITLE DATE No. j Ear° °J FAOOO Turnel - Fire Alarm Cover Sheet 05.16.05 16 FA160 Building 6 - Fire Alarm Cover Sheet 05.16.05 16 ID1 .01 Lower Level Unit A&B Floor Finish Plan 05.16.05 16 2 P FA001 Tu rnel - Fire Alarm Grid 1 through 10 05.16.05 16 FA161 Building 6 - Fire Alarm Garage Level 05,16.05 16 101 .02 Main level Unit A&B Floor Finish Plan 05.16.05 16 1 !%f ��v FA002 To inet - Fire Alarm Grid 10 through 19 05. 16.05 16 FA162 Building 6 - Fire Alarm Plaza Level 05,16.05 16 101 .03 Upper Level Unit A&B Floor Finish Plan 05.16.05 16 ysFQ p FA003 Tu lnel - Fire Alarm Grid 19 through 26 05.16.05 16 FA163 Building 6 - Fire Alarm Upper Level 05.16.05 16 FA004 To 3nel - Fire Alarm Grid 26 through 36 05.16.05 16 FA164 Building 6 - Fire Alarm Crawl Space 05.16.05 16 ID2.01 Unit A Enlarged Plans 05.16.05 16 FA005 Tuinel - 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 Master Bath Enlarged Plans 05.16.05 16 ID2.03 Unit A Secondary Bath Enlarged Plans 05,16.05 16 (f) FP000 Tu.lnel - Fire Protection Cover Sheet 05. 16.05 16 FP160 Building 6 • Fire Protection Cover Sheet 05. 16.05 16 ID2,04 Unit B Master & Secondary Bath Enlarged Plans 05.16.05 16 i w FP001 Tumel • Fire Protection Grid 1 through 10 05,16.05 16 FP161 Building 6 - Fire Protection Garage Level 05.16.05 16 I I U FP002 Tuinel - Fre Protection Grid 10 through 19 05.16.05 16 FP162 Building 6 - Fire Protection Plaza Level 05.16.05 16 ID3.01 Unit A Elevations 05,16.05 16 FP003 Tuinel - 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 Kitchen Elevations 05.16.05 16 O I F"-4� W FP004 Tuinel - Fire Protection Grid 26 through 36 05.16.05 16 FP164 Building 6 - Fire Protection Crawl Space 05.16.05 16 ID3.03 Unit A Kitchen Elevations 05.16.05 16 j I FP165 Building 6 - Fire Protection Attic Space 05.16.05 16 11)3.04 Unit A Master Bath Elevations 05. 16.05 16 Q+ FA110 Bu3ding 1 • Fire Alarm Cover Sheet 05.16.05 16 ID3.05 Unit A Master Bath Elevations 05,16.05 16 p W i 11 BL'Jding 1 - Fire Alarm Garage level 05.16.05 16 FA170 Building 7 - Fire Alarm Cover Sheet 05.16.05 16 ID3.06 Unit A Secondary Bath Elevations 05.16.05 16 j FA112 Bt.lding 1 - Fire Alarm Plaza Level 05,16.05 16 FA171 Building 7 , Fire Alarm Garage Level 05.16.05 16 103.07 Unit A Secondary Bath & Laundry Elevations 05.16.05 16 FA113 Building 1 - Fire Alarm Upper Level 05.16.05 16 FA172 Building 7 • Fire Alarm Plaza Level 05.16.05 16 ID3.08 Unit B Secondary Bath Elevations 05,16.05 16 C FA114 BL;lding 1 • Fire Alarm Crawl Space 05.16.05 16 FA173 Building 7 • Fire Alarm Upper Level 05.16.05 16 ID3,09 Unit B Secondary Bath Elevations 05.16.05 16 U FA115 BL[Wing 1 - Fire Alarm One Line Diagram 05,16.05 16 FA174 Building 7 • Fire Alarm Crawl Space 05.16.05 16 Q • FA175 Building 7 • Fire Alarm One Line Diagram 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 BUlding 1 - Fire Protection Garage Level 05,16.05 16 FP170 Building 7 • Fie Protection Cover Sheet 05.16.05 16 ID4.03 Details 05.16.05 16 FP112 Building 1 - Fire Protection Plaza Level 05. 16.05 16 FP171 Building 7 - Fro Protection Garage Level 05,16.05 16 ID4.04 Details 05.16.05 16 FP113 Building 1 - Fire Protection Upper Level 05.16.05 16 FP172 Building 7 • Fire Protection Plaza Level 05,105 16 0 j i FP114 Building 1 - Fire Protection Crawl Space 05.16.05 16 FP173 Building 7 • Fire Protection Upper Level 05.16.05 16 ! i..d FP115 Building 1 - Fire Protection Attic Space 05.16.05 16 FP174 Building 7 • Fire Protection Crawl Space 05.16.05 16 FP175 Building 7 - Fin; Protection Attic Space 05.16.05 16 UPGRADES M� FA120 Building 2 - Fire Alarm Cover Sheol 05.16.05 16 FA121 Bjlding 2 - Fire Alarm Garage Level 05.16.05 16 FA180 Building 8 - Fire Alarm Cover Sheet 05,16.05 16 ISSUE FA122 Building 2 - Fire Alarm Plaza Level 05.16.05 16 FA181 Building 8 - Fire Alarm Garage Level 05.16.05 16 DWG, DRAWING TITLE DATE N0. - FA123 Balding 2 - Fire Alarm Upper Level 0516.05 16 FA182 Building 8 - Fire Alarm Plaza Level 05.16.05 16 0001 Mechanical and Electrical Upgrade Schedules 05.16.05 16 FA124 B gilding 2 - Fire Alarm Crawl Space 05,16.05 16 FA183 Building 8 - Fire Alarm Upper Level 05.16.05 16 FA125 B lidding 2 - Fre Alarm One Line Diagram 05.16.05 16 FA184 Building 8 Fire Alarm Crawl Space 05.16.05 16 U101 Upgrade - Air Conditioning and Humidification System 05.16.05 16 VAIL RESORTS FA185 Building 8 - Fire Alarm One Line Diagram 05,16.05 16 U102 Upgrade - Air Conditioning and Humidification System 05,16.05 16 ! DEVELOPMENT FP120 Building 2 - Fire Protection Cover Sheet 05.16.05 16 COMPANY FP121 Building 2 - Fire Protection Garage Level 05.16.05 16 FP180 Building 8 - Fire Protection Cover Sheet 05,16.05 16 U201 Upgrade - Family Room Bar, 4 Bedroom Residence 05.16.05 16 AVON, COLORADO FP122 Building 2 - Fire Protection Plaza Level 05.16.05 16 FP181 Building 8 - Fire Protection Garage Level 05.16.05 16 U202 Upgrade • Family Room Bar, 4 Bedroom Residence 05.16.05 16 AROUTLUr OF RMX>RD FP123 Building 2 - Fire Protection Upper level 05,16.05 16 FP182 Building 8 - Fire Protection Plaza Level 05.16.05 16 11 I FP124 B Ailing 2 - Fire Protection Crawl Space 05.16.05 16 FP183 Building 8 - Fire Protection Upper Level 05.16.05 16 0301 Upgrade - Family Room Bar, 5 Bedroom Residence 05.16.05 16 F MAN FP125 Building 2 - Fire Protection Attic Space 05.16.05 16 FP184 Building 8 Fire Protection Crawl Space 05.16.05 16 U302 Upgrade Famly Room Bar, 5 Bedroom Residence 05.16.05 16 ® .ARCHITECTURE FP165 Building 8 - Fire Protection Attic Space 05.16.05 16 U303 Upgrade - Family Room Bar, 5 Bedroom Residence 05.16.05 16 Demw. Colomdo FA130 Building 3 - Fire Alarm Cover Sheet 05.16.05 16 MASD?R PLAN'V[R FA131 Belding 3 Fin; Alarm Garage Level 05.16.05 16 U401 Upgrade - Home Theatre, 5 Bedroom Residence 05.16.05 16 i DESIGN AHCIUM,r FA132 Balding 3 - Fire Alarm Plaza Level 05,16.05 16 U402 Upgrade - Home Theatre, 5 Bedroom Residence 05.16.05 16 I HA HOWERTON FA133 Building 3 - Fire Alarm Upper Level 05,16.05 16 U403 Upgrade • Home Theatre, 5 Bedroom Residence 05,16.05 16 NEW YORK, NLW YORK FA134 Building 3 Fire Alarm Crawl Space 05, 16.05 16 U404 Upgrade Home Theatre, 5 Bedroom Residence 05.16.05 16 i "!==MRS. FA135 Build'ing3 Fire Alarm One Line Diagram 05.16.05 16 I MONROE & NL•WELINC AVON, COLORADO U501 Upgrade - Hot Tub Spa 05,16.05 16 MM.ILANICAL ELCC nUC1L Md GL�T.ER FP130 Building 3 Fire Protection Cover Sheet 05.16.05 16 U502 Upgrade - Hot Tub Spa 05,16.05 16 A�w O OC FP131 Building 3 - Fire Protection Garage Level 05,16.05 16 CIVIL ENGre AIPINE QJGINEERD7G, L`K FP132 Building 3 - Fire Protection Plaza Level 05.16.05 16 0601 Upgrade - Kitchen Range 05.16.05 16 YAM COLORADO FP133 Bulding 3 - Fire Protection Upper Level 05.16.05 16 U602 Upgrade - Kitchen Range 05.16.05 16 FP134 Building 3 - Fire Protection Crawl Space 05.16.05 16 1 PROJECr NUMBER: 20900.00 FP135 Building 3 - Fie Protection Attic Space 05,16.05 16 U701 Upgrade , Ice and Snowmelt System 05.16.05 16 U702 Upgrade - Ice and Snowmelt System 05.16.05 16 rssUg REVISION Dire I 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 I FA142 Building 4 - Fire Alarm Plaza Level 05.16.05 16 U802 Upgrade - Master Bath Tub 05,16.05 16 FOR PERMIT 08.13.04 j p9 07 BLDG. 2/CONST. 09.02.04 FA143 Building 4 - Fire Alarm Upper Level 05.16.05 16 FA144 Building - Fire Alarm Crawl S 05,16.05 16 5A, TUNNEL REV. 09.10.04 9 P� U901 Upgrade - Baseboard Heating 05.16.05 16 I FA145 Building 4 - Fire Alarm One Line Diagram 05. 16.05 16 1 Os BLDG. 3/CONST. 09.24.04 09 1311)G. 4/CONST. 10.11 .04 FP140 Building 4 - Fire Protection Cover Sheet 05.16.05 16 10 BLDG. 5/CONST. 10.25.04 FP141 Building 4 - Fire Protection Garage Level 05.16.05 16 SB FIlVAL CONST 01 .03.05 FP142 Building 4 - Fire Protection Plaza Level 05.16.05 16 FP143 Building 4 - Fro Protection Upper Level 05.16.05 16 6A/7A/SA/9A/10A/11 FP144 Building 4 - Fire Protection Crawl Space 05.16.05 16 FINAL coNs-r 01 .03.05 FP145 Building 4 - Fire Protection Attic Space 05.16.05 16 12 ADDENDUM 1 01 .12.05 13 ADDENDUM 2 01 .19.05 j FA150 Building 5 - Fire Alarm Cover Sheet 05,16.05 16 14 ADDENDUM 3 01 .28.05 FA151 Building 5 - Fire Alarm Garage Level 05.16.05 16 FA152 Building 5 - Fre Alarm Plaza Level 05.16.05 16 is ADDS\DU vi 4 04.29.05 a � I FA153 Building 5 • Fire Alarm Upper Level 05.16.05 16 16 ADDENDUM 5 05.16.05 FA154 Building 5 - Fire Alarm Crawl Space 05.16.05 16 N FA155 3uilding 5 - Fire Alarm One Line Diagram 05,16.05 16 v I I INDEX FP150 3ulding 5 - Fire Protection Cover Sheet 05.16.05 16 O F FP151 3uilding 5 - Fire Protection Garage Level 05.16.05 16 FP152 3uilding 5 - Fire Protection Plaza Level 05.16.05 16 SHEETS FP153 3uilding 5 - Fire Protection Upper Level 05.16.05 16 FP154 3uilding 5 - Fire Protection Crawl Space 05,16.05 16 N FPM 3uilding 5 • Fire Protection Attic Space 05.16.05 16 n G003 i i �i IP,�� � ► I ! I� �� Ili If lllll � �l l , � _ I< � �� 11 [ � � I � I ABBREVIATIONS MATERIALS LEGEND PROJECT DIRECTORY 2004 42140 ARCHITECTURE, INC. i -010?1I OWNER STRUCTURAL ENGINEER INTERIORS `P A.C.T. – ACOUSTICAL CEILING TILE MTL. – METAL Vail Resorts Development Company Monroe & Newell Engineers Slifer Designs, Inc. AES – ARCHITECTURAL EXPOSED STEEL M.R. – MOISTURE RESISTANCE 137 Benchmark Rood 70 Benchmark Rd., Suite 204 216 Main Street #C- 100 r. RANPAL — III EARTH III CERAMIC TILE I ~1 ROUGH WD. BLOCKING P.O. Box 959 P.O. Box 1597 Edwards, CO 81632 ` MWP — METAL WALL PANEL Avon, CO 81620-0959 Avon, CO 81620 r A.F.F. — ABOVE FINISH FLOOR : ' oU t� ALT — ALTERNATE N.A. NOT APPLICABLE ' . P . CONCRETE (Section) GWB L � SHIM/BLOCKING ALUM — ALUMINUM N.I .C. — NOT IN CONTRACT `/CF 4� BLDG. — BUILDING N.T.S. — NOT TO SCALE CONC. PAVING (Plan) PIASTER W/MTL LATH ® PLYWD. (Smole Scale) MECHANICAL ENGINEER ACOUSTICS CJ — CONSTRUCTION JOINT O.C. — ON CENTER ARCHITECT OF RECORD 42 40 Architecture Inc. M—E Engineers, Inc. Sonics, ESD CL — CENTERLINE O.D. — OUTSIDE DIAMETER �'�� MARBLE ACOUST. TILE — PLYWD. (Large Scale) 48 E. Beaver Creek Blvd. 130 i /2 Dunecrest Avenue — 1621 18th Street Suite 307, P.O. Bo 5740 Montery, CA 93940 CLG. — CEILING O.F. C.I. — OWNER FURNISHED, CONTRACTOR INSTALLED Suite 200 AV Suon, CO 81620 x � ^ CLR. — CONCRETE MASONRY UNIT O.F.0.1 — OWNER FURNISHED, OWNER INSTALLED GRANITE ® GLASS BATT INSULATION Denver, Colorado 80202- 1267 VJ C.M. U. — CLEAR OPP . — OPPOSITE HAND rT, C.O. — CENTER OF PC — PRECAST CONCRETE _ CRUSHED ROCK ® STEEL/MISC. METAL RIGID INSULATION i+ C.O.F. — CENTER OF FLUE P.IAM — PLASTIC LAMINATE o CONCEPTUAL DESIGN ARCHITECT ELECTRICAL ENGINEER WATERPROOFING COL — COLUMN CONCRETE BLOCK ALUMINIUM GROUT/MORTAR Janney, Elstner Associates, PLYWD — PLYWOOD Hart / Howerton, Ltd . M— E Engineers, Inc. WTss, CONC. — CONCRETE 216 Main Street #0200 48 E. Beaver Creek Blvd. Inc. PN — PROJECT NORTH ® BRICK �� FINISH WD. TRIM CARPET Edwards, CO 81632 Suite 307, P.O, Box 5740 10881 W. Asbury Avenue �] C.O.W. — CENTER OF WALL P.T. — PRESSURE TREATED Avon, CO 81620 Suite 110 CT. — CERAMIC TILE PTD — PAINTED STONE Lakewood, GO 80227 CPT. — CARPET R — RADIUS I� O D. D. — DESIGN DEVELOPMENT RCP — REFLECTED CEILING PLAN VJ DIA — DIAMETER RB — RUBBER BASE CIVIL ENGINEER LANDSCAPE CODE CONSULTING H DWG. — DRAWING Alpine Engineering, Inc. Dennis Anderson Associates, Inc. Rolf Jensen & Associates, Inc. I 154 RE: — REFER TO P.O. Box 97 P.O. Box 1387 1324 15th Street l O (E) — EXISTING REO'D — REQUIRED Edwards, CO 81 632-0097 Edwards, CO 81632- 1387 Denver, CO 80202 i C �I EL. - ELEVATION R.O. - ROUGH OPENING \ U FD - FLOOR DRAIN R.O.W. - RIGHT OF WAY FEC - FIRE EXTINGUISHER CABINETS Sc - SOLID CORE GRAPHIC SYMBOLS W F.H. — FINISH HEIGHT SHT — SHEET (' FIN. — FINISH SIM . — SIMILAR F.F. — FINISH FLOOR SIP — STRUCTURAL INSULATED PANEL � � �jr F.F. L. — FINISH FLOOR ELEVATION SS — STAINLESS STEEL GARAGE rte+ ll F.R.T. — FIRE RETARDANT TREATED STD. — STANDARD TOt SECTION DIRECTION — s Aj& II ROOM IDENTIFICATION 1 A000 ENLARGED/DETAIL SECTION � ® DRAWING NUMBER— � / !' FRP – FIBER REINFORCED PLASTIC STL – STEEL ROOM NUMBER . -y F.O. — FACE OF STRUC. — STRUCTURE (STRUCTURAL) SHEET NUMBER j FRP — FIBER REINFORCED PLASTIC T.O. — TOP OF SHEET A401 r ® it FEC – FIRE EXTINGUISHER CABINETS T.0.6. – TOP OF BEAM SHEET A403 ® MATCHLINE VICINI I Y MAP F.F. — FINISHED FLOOR T.O.D. — TOP OF DECK DOOR IDENTIFICATION FVC — FIRE VALVE CABINET T.O.R.D. — TOP OF ROOF DECK T01 7 DOOR NUMBER lj II GALV. – GALVANIZED T.O.F. D. – TOP OF FLOOR DECK , s GWB. – GYPSUM WALL BOARD T.O.F.F. – TOP OF FINISH FLOOR ;U 10 kit a, owuERIDEVEi G.C. — GENERAL CONTRACTOR T.O.C. LEV. REF DATUM POINT OMR O.C. — TOP OF CONCRETE CD GFRC — GLASS FIBER REINFORCED CONCRETE T.O.P. — TOP OF PARAPET WINDOW/LOUVER T1PE — A _ ^` -M..��� GYP BD – GYPSUM WALL BOARD T.O.R. – TOP OF RAIL WINDOW/LOUVER IDENTIFICATION 2 ;� �a V` VAIL RESORTS HOAR. – HARDWARE TOS – TOP OF STEEL 12 , �`•� Q e DEVELOPMENT H.M. – HOLLOW METAL ^ p CA TYP. – TYPICAL REVISION NUMBER 1 \ REVISION NOTE REFERENCE 7 ROOF SLOPE ,� T ��CtO� I COMPANY j - H.P. – HIGH POINT U. N. – UNIT NORTH rp (D AVON, COLORADO HT. – HEIGHT try LANDS. – LANDSCAPE U.O.N. – UNLESS OTHERWISE NOTED N � ARCHrfEC-rOFRECORD VCT – VINYL COMPOSITION TILE FLOOR LEVEL--� FL - L.P. – LOW POINT V.I.F. – VERIFY IN FIELD � FIRSTLEVEL MACH. — MACHINED FINISH FLOOR ELEVATION — LOOp G\i • GRID LINE W/ WITH EL=100'AO` td9e ad I , 1*ARC8M I M. D.F. – MEDIUM DENSITY FIBERBOARD WD, – WOOD ELEVATION HEIGHT �iOns �_ `0"°` p ' \0�5re II MFR. – MANUFACTURER W/0 – WITHOUT ° SLOPE DIRECTION w <'OnS oenver. cd MIN – MINIMUM WWF – WELDED WIRE FABRIC �aq MIR – MIRROR (OPPOSITE HAND) FINISH GEEING —� �� A� MASrERI4.V%LT2 '® ] DESIGN ARCHrr"mr ELW--g9'3G CEILING HEIGHT REFERENCE GRID BUILDING TRANSVERSE & �,G� � ' HART HO�XIERTON NUMBER GRID p m ` ' NEW Yom NEW YORK GENERAL N O rI ES CLEAR HEIGMT � to e Ra W F nor` i I SIR&( EWM IA (iLNEER I IdONROE d NEWEIy EVGR�EF$3 L`K DRAWING NUMBER— BUILDING ' AVON, COLORADO 1 . THE CONTRACTOR SHALL CAREFULLY STUDY THE CONTRACT DOCUMENTS AND SHALL GRID O wt I MECHA IGALELE FICALENG19DER AT ONCE REPORT TO THE ARCHITECT ANY DISCREPANCIES , INCONSISTENCIES OR �— - - BUILDING SECTION REFERENCE LETTER LONGITUDINAL GRID _ ` � -.�� = Forest Rd �, „_E �,x � tiFpM1 OMISSIONS DISCOVERED . SHEET NUMBER A\30� Ole �+i' G= — �°II� li Aip VAIL, LOR:1.'x) 2 . ALL WORK AND MATERIALS ARE TO COMPLY IN EVERY RESPECT WITH THE LATEST WALL TYPE REFERENCE REQUIREMENT OF ALL APPLICABLE LOCAL CODES , LAWS , ORDINANCES, STATUES , WALL LOCATION I`• REGULATIONS AND THE DIRECTION OF THE BUILDING INSPECTORS . REGULATION AND WALL TYPE I PROJECTNIIM6E& 20900.00 DIRECTIONS ARE TO BE CONSIDERED AS PART OF THE CONTRACT DOCUMENTS , DRAWING NUMBER EXCEPT WHERE EXCEEDED HEREIN . SHEET NUMBER A201 ISSUE ELEVATION REFERENCE ISSUE REN71SION 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 auMEER EXPRESSLY DETAILED SHALL BE OF CONSTRUCTION SIMILAR TO PARTS THAT ARE DRAWING NUMBER FOR PERMIT 07.23.04 DETAILED . WHERE DISCREPANCIES OCCUR , THEY SHALL BE REPORTED TO THE Rv�AREA '� 1 AO 0 1 05/06 CONSTDOC 08.13.04 ARCHITECT FOR RESOLUTION , DRAWING NUMBER 31A921 INTERIOR ELEVATION i; m BLDG. 2/CONEY: 09.0204 , 4. ALL DIMENSIONS ARE TO FACE OF GYPSUM WALLBOARD UNLESS OTHERWISE PLAN, SECTION OR 08 BLDG. 3/CONST. 09.24.04 SPECIFIED . ALL ELEVATION MARKERS NOTED ARE TO TOP OF FINISH FLOOR AND SHEET NUMBER I ELEVATION DETAIL I � 09 BLDG. 4/CONST. 10.11 .04 ROOF DECK , UNLESS OTHERWISE SPECIFIED . DO NOT SCALE DRAWINGS . 10 BLDG. 5/CONST. 10.25.04 ,I 5 , ALL MATTERS RELATED TO COLOR , TEXTURE , DESIGN AND INTERPRETATION OF PLANS ' — I 515 FTiVALCONST 01 .03.05 ' SHALL BE REFERRED BY THE CONTRACTOR TO THE ARCHITECT. 61k/7A/8_A/9A/1 O.A/11 6 . SITE BOUNDARY LINES , BOUNDARY DIMENSIONS , BOUNDARY DECLINATIONS , AND EXISTING GRADES WERE PROVIDED BY THE OWNER FOR REFERENCE ONLY, THE ET,vALCO�sT ot.o3.os 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 . I' 7 • THE CONTRACTOR SHALL SUBMIT SHOP DRAWINGS FOR APPROVAL TO THE i ARCHITECT. APPROVAL OF SHOP DRAWINGS SHALL NOT RELIEVE THE CONTRACTOR OF RESPONSIBILITY FOR ERRORS OR OMISSIONS CONTAINED WITHIN SUBMITTED I DRAWINGS ; APPROVAL IS FOR CONFORMANCE WITH DESIGN ONLY. 8 , THE ARCHITECT AND HIS/HER CONSULTANTS SHALL HAVE NO RESPONSIBILITY FOR 'I THE DISCOVERY, PRESENCE , HANDLING , REMOVAL OR DISPOSAL OF, OR EXPOSURE OF PERSONS, TO HAZARDOUS MATERIALS IN ANY FORM AT THE PROJECT SITE. SUCH GENERAL WORK , IF REQUIRED, IS TO BE COMPLETED UNDER A SEPARATE CONTRACT, INFORMATION 0 9 • ROAD AND STREET CLOSURE: IT SHALL BE THE CONTRACTOR ' S RESPONSIBILITY TO I REVIEW ROAD AND STREET CLOSURE AND PROPERTY LINE INFORMATION PROVIDED BY THE OWNER , AND TO CONSTRUCT THE PROPOSED IMPROVEMENTS WITHIN SAID b CONSTRAINTS . THE CONTRACTOR SHALL CAREFULLY STUDY AND COMPARE THE U 5 moo CONTRACT DOCUMENTS WITH THE LEGAL DESCRIPTIONS AND SURVEY INFORMATION AND SHALL AT ONCE REPORT TO THE ARCHITECT AND THE OWNER ERRORS, A ud"k INCONSISTENCIES OR OMISSIONS DISCOVERED. (I © 2004 42140 ARCHIT=CTURE, INC. �i col E. RAti'CAL ti ! 2i; v _w - - > BUILDING 8 RUM TO SEPMATE _ _J .�� _ li • � • L AlA1Dwe ! PA454YE // - P4 0 CREEK � BUILDING 7 1 L GORE ro SEPAMIE _ eutnwR 7 PACKAGE A P� BUILDING 6 d \ ) BUILDING 5 /- /' -�" Rum TO SEPARATE i BM=Q B PACKAGE \ \ \ , /•/ ..- \ OWNL+R/DEVF.,L)PLR 1 BUILDING— J EUIDNO PAS 4 / /�'" fig, `\ VAIL RESORTS CA G 1 DEVELOPMENT N /• / J�00 COMPANY AEON, COLOR4DO ! ' ---y `- ---- BUILDING JA S :� :� \\ ARCMIM 0FRBMRD ro sT:rABATE 7 BUILDING 2 I' Denver, Cobrado FA A I . -'— ` I 'j BEFFA m sFPABAIE /• t: I 1 S PKIfNa.Y /• I MASEFRPLA.WUER DESIGN ARMTrCr I' BUILDING i /�� \ NOTE. WVt-- -� �y� ALL DIMENSIONS ARE GIVEN TO FACE OF CONC. WALL / HART I1IOWERTON 1 SVWM SEPARATE � • - -�- o - v RE: STRUCT. (TUNNEL PACKAGE} FOR / eufnan r PACIGYE /' ..�' o ° S NEW xoRK, NtUwxoluc DIMS LOCATING RESIDENTIAL BUILDINGS. / ,�-- 7a /--/- - K • i ii AONRGHOIR PL GF NC AVON,COIO /1 MGCHANA7tE C�DICIGL�,'I-.LR I AVON, COIARADO _ I \ \ 1 / ALPLYE 1 VGL4-S£RING,IIvG i • \\ ( - / VAVI COLORADO EXISTING y G PROJECt \IMER 20900.00 °; f f MARRIOTT " x 1 ww. I k � PARKING G\ QY STRUCTURE O j ISSUE REVISION DATE r / \ � P r eL / 04 CONST DOC v / --- P , ' • / `' , N \GJ� FOR PERMIT 07.23 04 05/06 CONSTDOC 08,13.04 / r, 1A e �` BLDG. 2/CONST. 09.02.04 I / r Al � TUNI7EI. REV. 0910.04 .. l 3s - s q N _ f k p BLDG. 3/CONST. 09.24.04 I. I I 1 rzsta �7" -t •`x.e t Fa ?fir s _ ,.,i �„ c'-er-.7 ?` ,`.'. r y ,; h, i� r y J ::a u I ® BLDG, 4/coNST. lo.11 .oa `✓ ' f f Fo P < - ;a- � � . , t0 BLDG. 5/CONST. 10.25.04 i y z 11 \ `_ e a / FI, CONST 01 .03.05 IIVA EXISTING Mz MARRIOTT 6A/7A/8A/9A/l0A/11 11 krb < F - r FINAL CONST 01 .03.05 t S v _} 16 ADDFaVDU \4 5 05.16.05 a . { t E � ° a -� �,.. T _ _ „ " a2 _4 a x er � +• t � _ _ s _ _ r-] \"z z, / _ i \ f1t ARCHITECTURAL i SITE PLAN GARAGE LEVEL .._. __ , w . . ___. __ . 1 ' . _ . .- y '__. w ... a . . _ _.. . . yYE `.bi %r yy. .Y 4..—�1�.. ��..•'._ '� � o I I Y I i 1 SIEI, E PLAN GARAGE LLVEL AS001 1 SCALE: 1 = 30 AFPG1 L 0` N 4 Qc 2004 42140 ARCHI'ECIUP.c', INC.4L r If colt? n o S J A F h` / I; I F � I xC �^ BUILDING 8 \ CREEK / �_/ BUILDING 7 \ GOR E ,� Pmw;w j ' �, r I: am BUILDING 6 / REFER TO ss Jll offooll o w uA /' ' \ \ ► BUILDING s , 1 r / r h� WM 70 ! de de BUILDING 4 ( / \ / ownTx;'DEVE1.ofEa , SrFU1 ro sErnanrz I �\/ / six J ` i) �� �' -� tea+ j V Q� I _ _ _•,,fl_ — — � VA.IL RESORTS DEVELOPMENT ' \ COMPANY i AVON COIAILSDO � e` BUILDING 3 �� �o 1�� 3 ni eunoPiw/ � / \ \ ARCHITECT of RECORD ' � � r r _ � � ` �A i � -'� `� I, � ' _ _ .. - - �� _ r s• ' r` �� '�r � o ' / / /ii / �,• % li l� / / .� / / •'� Nom / .i / ' / " ` 1 � \ FAJ 9 1 •r LT•• •A / ` /: I / / � / i. ARQIRECTURE . I BUILDING 2 � - � / /�� \ I O O `er / / / / / / / ' �I � ' To SD•AME �/ / �,J ___�-/ / / / �. / / i Denver, Cobrado c4 i 'I V / / ! /Nei / I ' ePnpui t}1�Pf.'wnE / / '� -@,'� ( MJibTE 1 PLAN�H-A DM- QV ARCf1n1X r BUILDING 1 �e asr r Bc ( _/ g / / / / I ror I ' i l � . ' tl / � / / PACKQE YORK —I 1—JJ lJ .i 1 / / � • `� / / G / II SCRUCCUIUL E4C:A]ihB ' I MON80EU CDo SC A OOR I ECAL EN q/ , . ` ` 7 \ _• .`i — / / M ENGLNEEn INC / AVON, COI.OILIDO M2LNE ENGWERING,LNG o:+u, mloR.ano Ix, I ' n,+Aeq!or PARKING G�v PROJECT vLVffiER 20900.00\> l STRUCTURE ISSUE REVLSIOIN ]DATE 04 CONST DOC a FOR PERMIT 07.23.04 1 05/ 06 CONST DOC 08.13.04 t / I 5'x_ _ � ,� ;• ,� :, 1 y BLDG. 2/CONST. 09.02.04 loop etrA j TGZv2vEL REV. 09.10.04 1 YS .� / `f 4 / � -_�� < Vii\ I: p N h r G. 3/CONST. 09.24.04 ® BLD ' BLDG. 4;CONST. 10.11.04 r m� V, E}: ISTING 2 ` R 1 s 5 =* to BId)C. S/CONST. 10.25.04 F, / 1 r 1 MfJ2RIOTT $ L ` Y r z A FLVALCONST 01.03.05 y / 6A/7A/8A/9A/10A/11 FIh 9I COINS 01 .03.05 ` i, I / I `I \ 4 y \ 16 ADDENDUM 5 05.16.05 II t i 6 - - - - - E 0B' y ,y 7 Y3 - •- .y.L Y - - / II II \ r ' ARCHITECTURAL ' 8 z ' 1 — i I n i I I s � 1 — SITE PLAN PLAZA LEVEL 9 [[bLLL���"' . £ •._.:v._.. ;. y_r .. f_ . ._ _ 1 .- '. t _ a ".... _ _ _._.. _ .. _ .F_i._� a I . O � I w i I I 015 jT E ELAN -- PLAZA LEVEL SC AS002 I � I I Ii ` lllll I LI i 11 A A - : l Q 2004 42,40 ARCHITECTURE, iNC. AINFAt Fe eF e���9�0 R. RANDAL JO'riW �V ANN �---/ A/ ( \ / /• I !� / l`j i P rtsr I , _ ' .. £ AN-}. A AN is 11 AN C'w] _—_J� — _ IN 'WY ANN A./ T ;{ BUILDING 8 I' y _ O RE" ro SEPARATE /- - & UNM E PACKAGE •' .� • I rsAt . . u EEK A i GORE CR �_ � BUILDING 7 o P,ANN RE" TO MAPARAIE ANN ANN ANN AN Mme' V / MOSINA i- -�_ kF�T11 AN — BUILDING 6 ,�� InUut ro SGPARATE � i u % aUEWNa E PACKAGE - , / _ /- � � ' • �.-�� _ _ j C \ Iii I, 0 I� r ro srrAmaE _ t \ \ Q "Ali •/' EUfDWO s PNGKIGE _ , ` I ` ,I ,!I 1 - / BUILDING 4 /' s�om° ro SEPARNIE /- UUkNC 4 PACKAGE •/• .' / � � �- e,,• \ • II OWNER{DE4T3OPER / ^ I VEIL _ _s oars \ O Q NAN /' \ DEVELOPMENT ' BUILDING 3 /./ Steer ' ( p 1�� � . e..z i _ ro SEPARATE COMPANY MNO 3 PACKAGE "m \� AVON, C01 oR9D0 - I e I ARCHIPGCT OF RECORD j • X �./ ® O 11 / � I all BUILDING 2 / p p �� _ °' ° I LnRCrmPCr RIE / \ `, / it Denver, Ciofola& RUM io SEPARATE •�• ./' • I euESNe z PACRACE ' O•• BUILDING 1 �, � ' �--/- ° � a$ � / g! I DMIGNARCEirrWr roSEFARAE � .� - HART HOWERTON BUKDINT 1 PACKAGE T1 - '. . •` i • -�, /- V p �\ �„� �' it NEW YOR& lAMW YORK ' • � / II _I I_r I I"I`I e,� • %' ' MucquRAL EVGL�IECR ' •� - Q �� % AfONROE R NEWEU TiNGRNTT M DIX r ti""I J , Ij AVON, COW&NDO 1 E '2.._„ / ;I MHCHA.♦1CA1, HL ,MCALENVI\'EF3 t 9yC 'E ♦\ \ °r'A - . P � .. _ - "'�'•- "-_`-•. I it AEONLCOLORADOC II EZ AT A - _ CND.E*:GD.'EER i • yfl Asst _ - (_ ALPINE COLORADO A, g° Q ' EXrSTING % Cw lAir. MARR CTT AN- ll W. s ; �,� PARKING \� i PROJECT NUMBER 20900.00 STRUCTURE G ° ! o P ISSUE REVISION DATE .i - - wLL ( � �'' °,,. s \- 1� % 0��� I 04 CONST Doc h � I e,a ' a �•� - \ I FOR PERMIT 0'.23.04 _ ' ° i ;,; W* /• .C ' I '1 {, Y >�K .'t. -A it RAN 05/06 CONST Doc 08.13.04 + e I \V ® BLDG. 2/CONST. 09.02.04 I s ; I \\ `i s sr` a a �I BIAG. 3/CONST. 09.24.04 J .r All BLDG. 10.11.04 ANN;I ' I is BLAG. 5/CONST. 1025.04 A r \ x� As r y- 3 <- I :j / //I _ S .. I by -Y+Yt .°' A � .. ! / it I 1 \ - 7 � - / ; • \� / 1°f� I $ P_ MARRIOTT - - FIIr1LCOyST 01.03.05 i ' .t J " I - x - .E.yr . ._ '•s1.k s .r �.' _ - ,r:s4 ` . I 6.A/'A/8.0./9d/l0a/11 I'NAN} ' f �_�' ' \ FLT 1I CONST 01 .03.05 t r �W 1G ADllE�IDU �f S OS.tG.05 A. s ' a ' � 4 a } I Y • - - - - - ,� 4tVr`` A . ANNA- ANN rl s - ." G 1. 4Tb Y _ f/ F 1 I A ✓ • I / I 14 - L Y -, y L-t +y< j AN llN F ; II A. AN 4 No J ARCHITECTURAL ANN ANN All ' s Y • L - - T ` Y � 'L11i�:__� - _." AN AN -` • - • ' ' • -- -... . i/ SITE PLAN 1i ANN y x r ROOF LEVEL AN _ _ 5 I ° I 1 SIT 1i' _ PLAN - ROOD' LEVEL S003 30 I 1I Building Area © 2004 42140 .ARCHITECTURE, INC. 'Tabulations Code Notes p, ti Residential (R-3) Parking Garage (S-2) Residential (R-3) Parking Garage (S-2) r 6. Exterior Projections (Sect. 704.2 1406.3 602,4 & 2302 .2) Building No, Unit No. Type Level Area Room{s) Area Building \'o, Unit 1\'0. Type Level Area Rooms) Area 1, APPLICABLE CODES (PARTIAL LISTING): 1 16 A Garage 1704 Garage 16 & Stor. 730 Title a) Required to be of Type 1V Construction . II, A Main 1941 A International Building Code (2003) A Upper 912 ® B. International Mechanical Code (2003) B. Specific Room Enclosures & Occupancy Separations Unit 16 Subtotal 4557 C. International Piunbing Code (2003) 1 . Parking Garage S-2 0-hour Fire Barrier when sprinklered) l�� t D. National Electri;;al Code (2002) (Sect. 406.2.7 & Table 302. 1 . 1) E. International Fire Code (2003) 1 15 B Garage 1208 Garage 15 & Stor. 705 2. S-2 to R-3 3-hour Fire Barrier F. International Energy Conservation Code (2003) (Sect. 508.2 and Administrative Modification Request) �� l B Main 1347 G. International Fuel Gas Piping Code (2003) !' B Upper 959 C. Corridors (fully sprinklered bldg., Table 1016. 1 ) Unit 15 Subtotal 3514 Occupant Load Served Rating Building 1 Total 8071 1 . S occupancies greater than 30 0-hour Fire Partition I u 1I. BUILDING SUMMARY 0 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) a B Main 1357 A Main 1941 Three Floors: 16 residential units (R-3) D. Vertical Exit Enclosures (Sect 1019, 1) B Upper 959 A Upper 912 B. The allowable areas, types of construction selections, areas 1 . Connecting less than 4 stories 1-hour Fire Barrier F� separations are based on alternative means and methods (n .1 Unit 14 Subtotal 3534 Unit 6 Subtotal 4557 through the Administrative Modification Request based on E. Shag Enclosures (Sect 707.4) E`" tv Section 508.2 of the 2003 IBC. For the purpose of p 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 ( B Main 1347 A Main 1941 S-2 & R-3 Separation J C. Mixed occupancy classification is proposed as non-separated uses A B Upper 959 A Upper 912 within parking garage (S-2) in order to determine construction classification Unit 13 Subtotal 4557 Occupancy separations are not required except where noted below. F. Fire Barrier Requirements (Sect. 706) ;+ 3514 Unit 5 Subtotal p y p � p Building Total (Sect 302. 1 & 302.3, 1 ) g 7048 Euilding 6 Total 9114 G. Opening Protectives Requirements (Sect. 715) D. The building will be fully sprinklered in accordance with Sections i V f 1 Vn 903.2.9, 9033, 1 . 1 & 903.4, Z 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 ! 0 access = a rox. 10'-6" ft. Building 1s not a high-rise. Sect. 1 . Fire dampers are required at fire walls, fire barriers, & fire partitions. (716.5) A Main 1941 B Main 1357 403 , 1 ) pp g - ( Fire and smoke dampers are required at shaft enclosures. (716.5.3) II A Upper 912 B Upper 959 F. Allowable Building Height (Sect. 504.2): 1. Concealed Spaces Sect. 717 Unit 12 Subtotal 4557 U� 1it 4 Subtotal 3534 parking garage (S-2) Unlimited S.F. p ( ) 1 . Fireblocking not required in non-combustible construction residential (R-3) 4 stories / 60 ft. 3 11 A Garage 1704 Garage 11 & Stor. 820 7 3 B Garage 1218 Garage 3 & Stor. 886 2, Floor & Attic Draftstopping not required in non-combustible construction I A Main 1941 B Main 1357 G. Allowable Building Area (Table 503): parking garage (S-2) Unlimited S.F. VI, FIRE PROTECTION SYSTEMS li A Upper 912 B Upper 959 GWNTR/DEVPI.OPSR Unit 11 Subtotal 4557 U:ut 3 Subtotal 3534 residential (R-3) unlimited Building 3 Total 9114 Building 7 Total 7068 H. Building Occupancy Classifications : A Automatic Sprinkler Systems (Sect. 903.3. 1 . 1) VAIL RESORTS Occupancy Use Classification B. Standpipe Systems (Sect. 905 & 2003 LFC Dry Manual Class 1) DEVELOPMENT COMPANY 4 10 A Garage 1704 Garage 10 & Stor. 1161 8 2 A Garage 1704 845 parking g ar a g (S-2) S-2 C. Port able Fire Extinguishers 906 &2003 1FC Class NONt CoGara e 2 & Stor. LORADo A Main 1941 A Main 1941 residential units (R-3) R-3 A Upper 912 A Upper 912 I. Construction Classification (Table 601 ): D. Fire Alarm and Detection Systems (Sect. 907) '�"" F �`°BD Unit 10 Subtotal 4557 4557 Construction Uiit 2 Subtotal Use Classification / parking garage (S-2) TYPE IA V1I. EGRESS REQUIREMENTS 4 9 B Garage 1218 Garage 9 & Stor. 995 8 1 B Garage 1208 Garage 1 & Stor. 504 residential units (R-3) TYPE VB A. Doors (Sect. 1008) i oanv�., caaraao B Main 1357 B Main 1347 J, Occupant Load Factor (Table 1004. 1 .2): zmmnx n-�NEx o B Upper 959 B Upper 959 Occupancy Use: Occ. Load Factor B. Stairways & Ramps (Sect. 1009 & 1010) DWGN ARCHrrMT _ _ _ p (sq.ft /person) HART 11 WE Unit 9 Subtotal 3534 Unrt 1 Subtotal 3514 arkin ara a S-2 C. Exit Access (Sect. 1013) p g g g ( ) 200 gross 1 . Common Path of Egress Travel (to be included within the permitted NEW YORK, NEW YORK Building 4 Total 8091 Building 8 Total 8071 residential units (R-3) 200 gross travel distance) ' ! 5rRUCrMaL livGLSrr3 5 8 A Garage 1704 Garage 8 & Stor. 975 HOA Total 1098 MONROE R NEWM-L F,NGLVEERS,LVC A Main 111, ACCESSIBLE MEANS OF EGRESS D. Exit Doorways and Minimum Number of Exits (Sect, 1014 & 1018) AVON, COtARADO 1941 Stair 1 & Mech, 400 1 . Two exits required three exits provided MECRArncALRLE<-�ucA,.� �R A U er A, Exit Stairway Width X-E ENGL� EM' a4c Upper Stair 2 & Mech. 695 AVON, COLARADO 1 . Clear 48" width between handrails not required in fully sprinklered E. Exit Access Travel Distance (Sect. 10 15) Unit 8 Subtotal 4557 Boiler Room 447 buildings (Sect. 1007.3, Excpt. 3) 1 . Less than 400 feet (Table 1015. 1) "`'¢ ' 't ALPLVE ENGINE WNG, WC Fire Command 89 B. Exit Stairway Areas of Refuge FAQ CDwRADG 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. 1007.3, Excpt 3) 1 . Does not pertain in Group S-2 IT B Main 1347 C. Exterior Area for Assisted Rescue (Sect. 1007.8) PROJECT NUMBE& 20900.00 B Upper 959 Tunnel 24547 1 . Required only where the exit discharge is not accessible (Sect. 1007.2, Exept. 1) VII1, OTHER REQUIREMENTS 1ssuE REVISION DATE Unit 7 Subtotal 3514 Residential (R-3) 64648 Parking Garage (R-3) 42071 IV, PARKING CALCULATIONS J 04 covs-r Doc A. Interior Finishes (Table 803.5) �. Building 5 Total 8071 Tote ! Total 2 PARKING SPACES PER UNIT x 16 UNIT'S 32 1 . Class C FOR PERINUT 07.23.04 GUEST SPACES IN TUNNEL 18 TOTAL 50 B. Ventilation (Sect. 1203) 05/06 CONST DOC 08.13.04 07 BLDG. 2/CONST. 09.02.04 C. Lighting (Sect, 1205) 6� BLDG. 3/CONST. 09.24.04 V, FIRE RESISTIVE REQUIREMENTS FOR PARKING GARAGE (S-2) D. Sound Transmission (Sect. 1207) 09 BLDG. 4/CONST. 10.11.04 A. Fire Resistance Ratings for Building Construction Type IA (Table 601): 1301 S i Ef Energy nergy ficency (Sect ) 10 BLDG. 5/CONST. 10.25.04 1 . Structural Frame 3-hour E I. 2-hour (where supporting roof only) F. Minimum Plumbing Facilities (Sect. 2902) 58 FINAL CONST 01 .03.05 2. Floors (incl. supporting beams & jsts.) 2-hour 6A/7A/8A/9A/10A/11 3 . Roofs (incl, supporting beams & jsts.) FINAL CONST 01.03.05 a. less than 20 ft. above floor 1 1/2-hour 16 ADD&NDUM 5 05.16.05 r b. Roof covering (Table 1505. 1) Class B 4. Exterior Walls a. Bearing Walls 3-hour, non-combustible j a t b. Nonbearing Walls not less than that required by other sections of the code ! c. Maximum Area of Exterior Wall Openings (Table704.8) 8 (for a fully sprinklered building, Sect. 704.9% 1) CODE ANALYSIS 5. Interior Walls (Table 601 ) ! & SUMMARY a. Bearing Walls 2-hour 1-hour (where supporting roof only) j b. Occupancy Separation Walls: generally not required except j as noted below i ROO � c. Nonbearing Walls not less than that required by other NOTE: Refer to Sheet R002 for residential (R-3) Code Analysis sections of the code ' L i lT I i � l . ! : � I Code Notes © 200d 42 ARGOT TURE, INC: 'coto;�go I. FIRE RESISTIVE REQUIREMENTS FOR RESIDENTIAL (R-3) A. Fire Resistance Ratings for Building Construction Type VB (Table 601): E' RA1�RA. JCHNSC� 1 . Structural Frame Non Rated �r 1 ti - - _ 2. Floors inel. supporting beams & J sts.) Non Rated !/��`✓ ��` 3 . Roofs (incl. supporting beams & jsts.) Non Rated a. Roof coveting (Table 1505. 1) Class C Required, Class A Provided 90 MIN. I ' 4 V J =1 . Exterior Walls I a. Bearing Walls Non Rated except as required (Sect. 704.3 & Table 601 & 602) ! b. Nonbearing Walls Non Rated except as required (Sect. 704 3 & Table 601 & ) F--� (Se 602 Oil i II a c. Maximum Area of Exterior Wall Openings: >4 ' •• - I II I-! Ik- Unprotected where greater than 5 feet fire separation distance per Table 704.81 I I - 0 06 T I:III I III 5. Interior Walls (Table 601 ) I r IONIC i. . RE SHEET A1901 -N. a. Bearing Walls Non Rated lid V) � FOR DETAES ° _ '�: - - b. Nonbearing Walls Non Rated !! 'o I: ® 1a-o• TvP B. Specific Room Enclosures & Occupancy Separations Q �+ 90 MIN, FROM OCCUPIED SPACE ETA •� 3-HR PENETRATION ZONE 1 . Mechanical Room 0-hour Fire Barrier (when sprinklered) (Sect. 302, L I & Table 302. 1 . 1) 90 MIN. C. Corridors (fully sprinklered bldg., Table 1016. 1) i V Z _® Occupant Load Served Rating -1 --a- 1 . R Occupancies greater than 10 0.5-hour Fire Partition 2. Exceptions include and are not limited to: ® i a A fire-resistance ratio is not required for corridors contained with a �l II1 � _ I � . ) g q r j ICZT a I I �I I II -11�n I L�J r = I I i _; dwelling or sleeping unit in an occupancy in Group R r_I=�(i,=I1I 11II I I 1 _ - r'I ! ' f.x"11i 1 I I I I'-tI �-r�I 1 I '�'!-r H-I-��I I : r-r- I II I •- I!I it �l r u I=II ' �I !i I I k I �I �I -- 1 I � j{ 1 i 1 l 1�-l�- D. Vertical Exit Enclosures (Sect 1019. 1 ) .J u I - 1 . Connecting less than 4 stories 1-hour Fire Barrier 1 t I II II � •a li �l'� I - I L-JI�IIFIj� r.l ul 2. Exceptions include and are not limited to: 1! , I Il � lcll P r� i �T . OW^.VER/DEVEIAI'1'B a) Stairways serving and contained within a single residential dwelling unit or sleeping unit in occupancies in Group R-2 or R-3 and sleeping VAIL RESORTS l units in occupancies in Group R- 1 are not required to be enclosed. DEVELOPMENT p� (Sect. 1019. 1 , excpt. 3) COMPANY CODE REI�' ERENCE SECTION WN INNINNI I I3 ) AVON, COLO&ADO 2 AREA S TARATION WALL AND SIIAF IN' E. Shaft Enclosures (Sect 707.4) ARCMIMCr of RrII SCALE: 1 /4" = t '-o" A-DT- 10 1 . Connecting less than 4 stories 1-hr enclosure F. Fire Barrier Requirements (Sect. 706) 1 . Fire Walls & Party Walls 2-hour rating I ARCHnXMRE (Sect. 503.2 , Table 705.4 & Sect. 705.3 exept,) DeAY�.. caaAao G. Ducts & Air Transfer Openings (Sect. 716 & Administrative Modification Request) M"sTE`�"r"`�" j FIRE SEPARATION RATINGS DESIGN ARCHiRYT 1 . Fire dampers are required at fire walls, fire barriers, & fire partitions. (716,5) BART ( HOWERTON 1-HR FIRE RATED WALL ® I I ® I Ems I own Ems I an Fire and smoke dampers are required at shaft enclosures. (716.5.3, 1) NE YORK. NEW YORK i ! 24-R FIRE RATED WAIL I I El 11 l I WSKM I = H. Concealed Spaces (Sect. 717) S1 RUGTURAI ENGINFT_R ! 341 FIRE RATED WAIL 1I 1 11 Lim 1 1 1 owd 1110" 111 swim uoNxoE n NEwru I ENCDIrEes,rx I 1 . Fireblocking OON COLORADO ! - 3EHlY,GmLtiY GINEF3 A -E ENGDnm , CC 2. Floor & Attic Draftstopping not required when fully sprinklered A°cam' `° R DG with NFPA 13 system (sect 717.3.2, excpt. I) I H. FIRE PROTECTION SYSTEMS AIPNE EGEEEL*G,NG Q i V'AQ� COLORADO .: 1 ,I A. Automatic Sprinkler Systems (Sect. 903.3. 1 .2) 08 90 MIN. 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) TssvE REVISION DATE I 04 CONST DOC D. Fire Alarm and Detection Systems (Sect. 907) _ y FOR PERMIT 07.23.04 X11 �' ! I -! r�E 05/06 CONST DOC 08.13.04 �• r=T � � I' 'fit - � - 4 Ill, EGRESS REQUIREMENTS -I BLDG. 2/CONST. 09.02.04 it li I ~ i � 1 �1 �� i �rl - 1 -� 1 - t)8 1 = I I 1 ' C ! i - <�1 A. DOOtS (Sect. 1008) I A BIDG, 3/CONST. 09.24.04 RESHF�TA>901 - - -� B. Stairways (Sect. 1009) i' 09 BLDG. 4/CONST. 10.11 .04 10 BLDG. 10.25.04 FOR DETAILS .� -` I C. Exit Access (Sect, 10 13) 1 . Common Path of Egress Travel (to be included within the permitted sB FTtiAL CONST 01 .03.05 travel distance) 64/7A/9A/9A/10,V11 1 10'-0", TYP. I 90 MIN. FROM OCCUPIED SPACE D. Exit Doorways and Minimum Number of Exits (Sect. 1014 & 10 18) FINAL CONST 01.03.05 ® 34l PENETRATION ZONE 1 , One Exit Required (Sect. 1018.2 note 2) 16 ADDENDUM 5 05.16.05 E, Exit Access Travel Distance (Sect. 10 15) 90 MIN. 1 . Less than 250 feet (Table 1015. 1) _ I IV, OTHER REQUIREMENTS Nt NO . e- E ' ---� - A. Interior Finishes (Table 803.5) a ON 1 . Class C n Nor =1 I X71 r=1I 1=' B. Ventilation Sect., 1203 ON A Nil 1 1T- II Min IRI _ II _ . ] II-' C. Lighting (Sect. 1205) CODE ANALYSIS & v r r! " ! rI� ! i1 !1�� e . ( ) SUMMARY IN D. Sound Transmission Sect. 1207 I �IIf=11 7 : � 1 I _ II� 31111 � 11� 1 �1IICiIII � 1 - Et. 1301 CNd . Energy Efficiency (Sec ) ;I ! Q I F. Minimum Plumbing Facilities (Sect. 2902) J 07 ' y I y I N TT L TTJJ L T T A CODE D L'� 1', R T; N C T, S 1'� / v rI, I O N ( V N I rI, �1 ) FOR ALL OTHER INFORMATION PETAINING TO THE RESIDENTIAL CODE R002 l� L E l� L i ANALYSIS REFER TO THE ADMINISTRATIVE MODIFICATION REQUEST AREA SLPARA 'I' ION WALL AND � lIAF '1, PROVIDED BY ROLF JENSEN & ASSOCIATES SCALE: t /40 = t -0� A-DT- 10 No Ll m 2004 42140 CttITECTURE, ;NC. I DESIGN AND CONSTRUCTION TOOL FOR CONCEALED SPACES Qtr 0171 All concealed spaces enclosed wholly or partly by exposed combustible construction shall be protected by sprinklers, except as indicated below: =� Concealed Spaces Not Requiring Sprinkler Protection (2002 NFPA 13, Section 8. 14, 1 ,2) E. RANDAL JOHNS Method 1 . Noncombustible and limited combustible concealed spaces with no combustible loading having no , , , ROOF _ -_ _ _ _ - access shall not require sprinkler protection. The space shall be considered a concealed space even 202/' COMPOSITE JOISTS - with small openings such as those used for return air for aplenum. !�C'F�r Method 2. Noncombustrble and limited combustible concealed spaces with limited access and not permitting I f 0 " MIN . BATT INSULATION occupancy or storage of combustibles shall not require sprinkler protection. The space shall be METAL FURRING CHANNEL l t` 1 lr n(� considered a concealed space even with small openings such as those used for return air for a plenum MANUFACTU E TRUSSES -{ g a Method 3. Concealed spaces formed by studs or joists with less than 6" between the inside or near edges of the - FIRE SPRIN RED ATTIC II CEILING ATTACHED `0 studs or joists shall not require sprinkler protection Reference Details Al &A2/-. METAL CHANNELS Method 4. Concealed spaces formed by bar joists with less than 6" between the roof or floor deck and ceiling V J INSULATION FIRE PROTECTION OF CONCEALED shall not require sprinkler protection I ! CEILING JOISTS (BOTTOM CHORD SPACE NOT REQUIRED. FIRE STOP Method 5. Concealed spaces formed by ceilings attached directly to or within 6" of wood joist construction OF MANUFAC ED TRUSSES) IF NECESSARY TO LIMIT JOIST shall not require sprinkler protection. Reference Detail BI-. CHANNEL VOLUMES TO NO Method 6. Concealed spaces formed by ceilings attached to composite wood joist construction either directly C GREATER THAN 160 CUFT/CHANNEL t or onto metal channels not exceeding 1" in depth, provided the joists channels are firestopped into a volumes each not exceeding 160 ft3 using materials equivalent to the web construction and at least 4� i 3-Y2" of batt insulation installed at the bottom of the joist channels when the ceiling is attached i C L I L I N G S C Z I 0 N D E Z A I L utilizing metal channels, shall not require sprinkler protection. Reference Detail C1-. J j � C1 SCALE: t " = 1 '- 0" A-DT-EPOS Method 7. Concealed spaces entirely filled with noncombustible insulation shall not require sprinkler protection. V J om Method 8. Concealed spaces within wood joist construction and composite wood joist construction having U) t + I ! CEILING CONCEALED SPACE noncombustible insulation filling the space from the ceiling up to the bottom edge of the joist of the BELOW INSULATION, roof or floor deck, provided that in composite wood joist construction the joist channels are O SPRINKLER PROTECTION firestopped into volumes each not exceeding 160ft' to the full depth of the joist with material U NOT REQUIRED equivalent to the web construction, shall not require sprinkler protection. Reference Detail D/-. Method 9. Concealed spaces over isolated small rooms not exceeding 5511' in area shall not require sprinkler ! ' I,, CEILING SECTION DEFI' AIL - - - - - _- - protection i SCALE: 1 " = 1 '-0" A-DT-FP06 Method 10. Concealed spaces where rigid materials are used and the exposed surfaces have a flame spread rating of 25 or less and the materials have been demonstrated not to propagate fire in the form in t6 which they are installed shall not require sprinkler protection. WOOD FLOOR JOIST Method 11 . Concealed spaces in which the exposed materials are constructed entirely of fire retardant treated I wood as defined by NFPA 703, Standard for Fire Retardant Impregnated Wood and Fire Retardant 0 k IF CEILING IS LESS Coatings for Building Materials, shall not require sprinkler protection, �] I;•. THAN 6" FROM OR Method 12. Noncombustible concealed spaces having exposed combustible insulation where the heat content of - -- - - -, - - -°- ATTACHED DIRECTLY TO I the facing and substrate of the insulation material does not exceed 100 Btu/112 shall not require JOISTS, THEN SPRINKLER N ®E� PROTECTION IS NOT sprinkler protoetion USED REQUIRED. Method 13. Concealed spaces below insulation that is laid directly on top of or within the ceiling joists in an WHERE LARGE R- FRAMED CEIUNG otherwise sprinklered attic shall not require sprinkler protection. Reference Detail F/-. COLD AREAS OC R ON THE -- FLOOR OR ROOF JOIST - - _ ROOF, EMPLOY TYPE Method 14. Vertical pipe chases under IOft , where provided that in multi-floor buildings the chases are fire stopped at each floor using materials equivalent to the floor construction, and where such pipe AUTOMATIC SPRINKLER S, ADJACENT FIRE r i r i ( EXTENDED WITHOUT BENDS F 0 ROOF - C L I In S E C i I 0 N D E I A 11L chases shall contain no sources of ignition, piping shudl be noncombustible, and pipe penetrations at WET SYSTEM IN WARM ATTICPROTECTED CONCEALED each floor shall be properly sealed and shall not require sprinkler protection. Reference Detail G/-. 0 R DEVELOPER SPACES WHERE OCCURS SCALE Method 15. Exterior columns under loft= in area formed by studs or wood joists, supporting exterior canopies l STUD WALLS W/ GYPSUM that are fully protected with a sprinkler system, shall not require sprinkler protection. Reference VAIL RESORTS WALL BOARD CONTINUOUS fO 1�J� TO UNDERSIDE OF FLOOR NOTE: DRAWING BASED ON FIGURE 8.6.4.1 .5.1 of zoo2 NFPA ti sTU+luxD Detail H/-. ! DEVELOPMENT COLD OR ROOF DECK TO ISOLATE L TRU I ED OVER- AREA. Definitions: I COMPANY WARM kTTIC ,7 ( FRAME TRUSSED � CONCEALED SPACE OVER 0w } 2 rb Comp osite o u to cod ] joist co s tructi on: AVON, COLORADO AREA WARM ATTIC ISOLATED ROOM NOT Prefabricated, pry engineered wood joist constructed of sawn of laminated veneer lumber flanges ARr„nwT OF REMRD EXCEEDING 55 SQ.FT., tj 3 along the top and bottom edges of a single plywood or oriented strand board web. Sometimes SPRINKLER PROTECTION NOT { _a, - \ �pS - referred to as I joists or TJPs (Truss Joist I shape). ! REQUIRED _._ _ II _, l - Ll _ ' -. (� I / [0' WET SPRINKLER LONE n w ° ` Fire retardant treated wood (FRTW): CEILING FRAMING EEE -�1 Wood that utilizes pressure impregnated treatments that reduce certain burning characteristics of the AR wood. To comply, the wood shall be treated for fire retardance in accordance with the requirements CJifrECTURE Denver,,- - er, Colorado of the American Wood Preservers, Association Standard C 1 , All Timber Product-Preservative ";-- LESS THAN 6'-- ! 41-_- 6" OR GREATER- * Treatment by Pressure Process, as modified in NFPA 703. The wood shall comply with NFPA 703. NLASTER PULMNzR - -- - - -- - - - - - - - ISOLATED SMALL ROOM NOT BETWEEN NEAR BETWEEN NEAR Limited Combustible Material: /- ISOLATED 55 SQ.FT. v EDGES OF FRAMING EDGES OF FRAMING DESIGNARCHMSCr A building constriction material that does not comply with the definition of noncombustible material CEILING - SPACE, NO SPACE, SPRINKLER that, in the form in which it is used, has a potential beat value not exceeding 3500 Btu per lb, and that HART HOWERTON L - NEW YORK, NEW YORK s SPRINKLER PROTECTION IS complies with either of the following, (a) or (b). Materials subject to increase in combustibility or PROTECTION REQUIRED flame spread rating beyond the limits herin established through the effects of age, moisture, or other REQUIRED atmospheric condition shall be considered combustible. (a) Materials having a structural base of SCRU URAL ENGINEER uuirgg MONROE & NEP.'ELL ENGDMUS,DIC J COLD OVERBUILD CONDITION E CEILING S E C FI' I O N DETAIL A 3 CEILING SECTION DETAIL ra ng f not greater than 50.1(b)M rials,ntn the form and 1 kness s d; oothterthan d�nst�in Ate~ ceroR MECfIMiICV. ELECCRIGiL EN(GLVEi1 " �_ » " » » (a) having neither a flame spread rating greater than 25 nor evidence of continued progressive j M-E RiGINEERS, M r SCALE: 3/8 = 1 0 A-DT-FP09 SCALE: 1 = 1 -0 A-DT-EPOS SCALE: 1 = 1 -0 SK-A- t AVON, COLORADO l combustion and of such composition that surfaces that would be exposed by cutting through the material on any plane would have neither a flame spread rating greater than 25 nor evidence of (: UENGINEER WOOD JOISTS OR ALPINE SNGDJEERLVG, BIG I continued progressive combustion. VAu COLORADO COMPOSITE WOOD ; JOISTS. WHEN Limited Access: COMPOSITE JOISTS ARE Where access may be available and small, however, the space is not used for storage or for j USED, JOIST CHANNELS occupying. Space must be viewed as not capable of being used for storage or occupying. PROJECT N1L`MBER: 20900.00 j SHALL BE FIRESTOPPED Noncombustible Material INTO VOLU `AES EACH - -- T_6-� - -._ _. _- _ _ _ A material that, in the form in which it is used and under the conditions anticipated, will not ignite, ISSUE REVISION DA`rE ,I SPACES EXTERIOR COLUMN CBE FIRE NOT EXCEEDING burn, su ort combustio or release flammable va rs when sub ected to fire or heat Materials that SPACES SHALL NOT BE FIRE 160cu.ft. TO THE FULL - PP °' Po ] 5B FLNALCONST 01.03.05 SPRINKLERED. PROTECTION DEPTH OF THE JOIST are reported as passing ASTM E 136, Standard Test MethodforBehavior of Materials in a Vertical SHALL BE PROVIDED FOR BY WITH MATERIAL t Tube Furnace at 750"C, shall be considered noncombustible materials. 6A/7A/8A/9A/1OA/11 !! EQUIVALENT TO THE WEB ONE OF THE NFPA APPROVE FLOOR JOIST Noncombustible insulation: II CONSTRUCTION. pp y ty gj (Alln g FIINALCONST 01 .03.05 METHODS (2002 NFPA 13, This must be a roved b the auiliori havin urisdiction There is not a listin for such SECTION 8. 14. 1 .2) BOTTOM EDGE OF JOIST insulation and the AHJ holds the answer to acceptance of product to be used I s ADDENDUM 5 05.16.05 ;I COMBUSTIBLE WOOD FRAMING, FILL SPACE FROM - IF LESS THAN 6', THEN Wood joists construction: I� TYP• CEILING TO BOTTOM EDGE SPRINKLER PROTECTION Ceilin or roof joists constructed of finished wood members not constructed of 1 g ] ( p ywood or bar webs). is OF JOIST WiTH �IS NOT REQUIRED. NONCOM 3USTIBLE a INSULATION. SPRINKLER ` > Gore Creek Residences Project Area Application of Potential CEILING JOiST WOOD CO PROTEC-TON NOT Below is a list of the areas on this project where the above fi11cen (15) methods of REQUIRED. concealed spaces not requiring sprinkler protection could be applied. II - -- -- ---- -- - CEILING JOIST - - Method 1 . Roof overbuild areas ' Method 2. Attic spaces, Roof overbuild areas. CEILING Method 3. Spaces between floors, interstitial spaces, spaces between ceiling and root Method 4. Not applicable as there are no bar joists. I ' i r t i r t r i H L X It I,J R IDO R C O LU iV1 N PLAN D DI FL C �. I LI N G S E C Z I O N D E I AI L 4 A 2 N G S L i C Z O N D L i AI L Method 5. Spaces between floors (especially between main level and upper level).D are of an pc ve hannel may IS be us�L L Method 7. Roof overbuild t saes, between floors (abob I' Method 8. Between floors where 6" cannot be achieved, attic spaces, roof overbuild areas, above bathrooms PIPE CHASE < 10 SQ.FT. AND CONTAINING N and powder rooms. IGNITION SOURCE. ALL PIPING SHALL B Method 9. Spaces smaller than 55112 over bathrooms, closets, and powder rooms. The space above these rooms I ' NON-COMBUSTIBLE. FIRE STOP AT EACH FLOO must be separated from adjacent areas. USING MATERIALS EQUIVALENT TO THE FLOG CONSTRUCTION AND PROVIDE PROPER SEAL 0 Method 10. No real application viewed due to orientation of use requirement. d ALL FLOOR PENETRATIONS. CHASE REQUIRE - -- Method 11 . Attic, crawl space, roof overframed areas, between floors. NO FIRE SPRINKLER PROTECTION STUD WALL iF LESS THaN 6", THEN Method 12. Not applicable to project as concealed spaces are combustible• S PR IN KLER PRO T EC1lON IS NOT Meth 13. Only a PP licable if sprinklering attic spaces. - - - - - - - - _-- - -- COMPOSITE JOISTS REQUIRED. REFF_RENCE Method 14. Constructed pipe chases. NECESSARY FIRE BLOCKING Method l5. Columnssuppo ontporchesandbackdocks. CONCEALED SPACES NO INSULATION REQUIRED REQUIREMENTS PER iBC WHEN SPACE IS CONTINUOUS ethods where concealed spaces are protecte with Automatic Sprinklers DESIGN & FIRE PROTECTION OF - I. JOIST CHANNELS NOT STUD WALL THROUGH FLOOR CONSTRUCTION On the Gore Creek Residences project it is believed that the only spaces subject to I MECHANICAL./ REQUIRED, NO VOLUME freezing occur at the attic roof over-framed areas. Since the Gore Creek residential CONSTRUCTION 3 PLUMBING PIPES, LIMITATION FOR JOIST structures (units) are to be protected with anti-freeze automatic sprinkler systems, 16 TOOLS ! TYP. CHANNEL the sprinklers can be extended into the attic roof over-framed areas when necessary j CEIUNG ATTACHED to address the concealed space requirements. DIRECTLY TO e COMPOSITE JOISTS R' 0 0 3 PIPE CHASE PLAN CEILING SECr1' ION DEFhAIL WALL PLAN DEFhAIL - SGALE: 1 = 1 0 a-DT-rro7 � SCALE: 1 = t O A- eT•-rroa ` SCAL.F, : 1 = 1 - 0 A-RT-FPOt l [ - / / / © 2004 421140 ARCHITECTURE, INC. � JOHNS 9N / 0 .AW RESIDENTIAL — BLDG 4* - 000 / Occupancy Type: R-3 " - / " I "— �` RESIDENTIAL — BLDG 3* / F� — —_ Occupancy Type: R-3 - / <y T 9 p CIS vNE / UNIT 10 r°®' (n " I 5�' iN � V RESIDENTIAL — BLDG 2* - / gV�� p�Ni \ ' rG 0 �5 FEC-3 FTC A Paz Occupancy Type: R-3 I—/ / � y� IFT3 �4 >fS A 1�1 wo i ?° FEC-3--�� I UNIT 11 0 O 1 e . F U z RESIDENTIAL — BLDG 1 * — \ BUILDING 3 <%� Q Occupancy Type: R-3 p F � UNIT 1 �' _- to _ FEC- 3 © FEC- 1 UNIT 13 � � I ' - - 0 IS 9' ,9" BUILDING 2 A FEC-3 D 0WNE&/DEVEUXTM 9' _9 > 5 0 woo D UNIT 14 i ® ® KNOX BOX FOR FIRE DEPT. I VAIL RESORTS �� D ✓ , � ACCESS AT BOTTOM OF STAIR I uNlr t c ® � ® / DEVELOPMENT -- COMPANY 1 BUILDING 1 _ ✓ ® / AVON, COLO&A9D0 LC- A ® UNIT 16 0 ARCHITEC"L OF RBCORD woo J 6000 ® SHC- 1 /F , I(I A m" { ran FE (� ` ` STAIR 1 ARCr�irtcn ne & ST BE Defter, Colorado FDC WITH HORN EC 3 O 1 ON SITE W LL , Occupant Load: 70 O ®®® 7—Travel Distance= 196' (RE: FIRE PROTECTION DWG .) c1 Door Exit W dth Req'd: 10.5" nLVrsae�utiFS t♦ ® ® (<400') ` Door Exit Width Prov'd: 33" DEMN RC3ITTECL II FEC- ® ® ® 0 ,2o Stair Width Req'd: N/A HART I HOWERTON 1 FE — � Stair Width Prov'd: N/A NEW YORK, MM YORK Q ® ® FEC- 1 - - ` 'I MOTROT e&NEWR n INC 1: C� 0 000 ® '� afECHANI -E eJ.EL'rIIIG1LEVGII."EEH IS-E ENG@iEGRS,LVC !I { ® Travel Distance=207' l STAIR 2 SHC- 1 /FE ® ® (<4001) 00I , CnnE:GmEER Occupant Load: 70 ® A, emEENC�EERLvc, D,c AA Door Exit Width Req'd: 10.5" K - vnu. coLORADo 1 '�' FEC- Door Exit Width Prov'd : 33" I ® ® - ` PROJECT NU 4BER 20900.00 • 11 Stair Width Req'd: N/A Stair Width Prov'd: N/A ® ` ISSUE REVISION DATE 04 CONST DOC I: O PARKING TUNNEL 1 ` 05 106CON-rDOC 08.13.04 { I Occupancy Type: S-2 07 BLDG. 2/CONST. 09.02.04 Occupancy Load Factor: 200 SQ. FT./OCC. i Total Sq. Footage: 42,071 SQ. FT. TUNNEL REV. 09.10.04 Occupant Load 212 OCC. FIRE SEPARATION RATINGS 2 Exits Req'd (3 Provided for Exit Access 1 1 —HR FIRE RATED WALL ® I If I I �a OS BLDG. 3/CONST. 09.24.04 2—HR FIRE RATED WALL X11 I I , 09 BLDG. 4/CONST. i0.ti .04 I ` - 3—HR FIRE RATED WALL WWA I I I RE= I I I Lam Kam . ` 0 -�m , 10 BLDG. 5/CONST. 10.25.04 FINAL CONST 01 .03.05 6A/79/8A/9A/10Aj11 FINAL CONST 01.03.05 / * NOTE: ALL RESIDENTIAL BUILDINGS AR ASSUMED NOT TO EXIT THROUGH GARAGE. 16 ADDENDUM 5 05.16.05 I 1 i ` I � CODE � 1 REFERENCE / PLAN BUILDINGS 1 - 4 1 GARAGE LEVEL CODE REVERE NCE PLAN GARAGE LEVEL BUILDINGS 1 - 4 \ I 1 SCALE: 1 /16" = 1 '-0" AFPG1 , �< I N ' © 2004 42140 ARCHITECTURE, :NC. RESIDENTIAL – BLDG 8* X010 Occuponcy Type: R-3 11 ry a) O E. RANpAL JOHNSON nom, J f A ESC\,\t will ° i RESIDENTIAL — BLDG 7* Occupancy Type: R-3 \ 0 I, ® UNIT 1 BUILDING 8 RESIDENTIAL – BLDG 6* Occupancy Type: R-3 will /� \ 75 \ \ RESIDENTIAL – BLDG 5* —_ ° ��" UNIT 2 i \ \` V Occupancy Type: R-3 ° �' i 9s 9 75 i \ •� �\ G t4 FEC- 2 I FIRE COMMAND BUILDING 7 UNIT 3 10 / CENTER ✓I 9 g Oq KNOX BOX FOR FIRE DEPT. ACCESS AT TUNNEL GARAGE �,/ ' ® g �1 • UNIT 4 �� FEC-3 FE —3 ENTRY DOOR ® !I; ® ® I, I= OOOP 94 will 0000 � © ® 0 ® FARE \ 1 ° O BUILDING 6 UNIT 5 \� A ® FEC- 1 / ® 3 � FE – vNE ® UNIT 6 OQER C- 3 ® 00 vN�i 9 .7y , / � ® \ , I owNER/DEVELOesR VAIL RESORTS DEVELOPMENT \ s\ A ® ( COMPANY FEC-3 ® ® \ , AVON, COLORADO UNIT 7 SHC- 1 /FE FDC WITH HORN & STROBE \ ARClurscroERECOxD ® BUILDING 5 FEC-3 -� � ® ON WALL ABOVE ! © ® (RE: FIRE PROTECTION DWGS.) � 1 SG \ UNIT 8 ly � � ® 7Trovel Distance=208' REQ'D EGRESS nncx�rrEmm ® Occupant Load : 70 \ , Denier, Cohrado ! APG / Door Exit Width Req'd: 10.5" \ NASrER PlANNTR ASP Door Exit Width Prov'd: 33" & Stair Width Req'd: N/A DFS1l ARCHITECT \ FEC-3 HART I HOWERTON ' FEC- 1 Stair Width Prov d: N/A , +y -7 ® O NEW YORK NEW YORK � Ii O Travel Distance-303' \ MUCTURAL IN AdONR06 & NEU'EI.L EJGIDIEER4, RJC AVON, COLORADO \ G O 0000 \ k 000 MECHANICAL ELECTRICAL ENGEgFrx AVON, COLORADO CIVIL ENGINTMIt. \ A ' ALPINE ENGINEERING. INC VA14 OL ORIDO 000 0000 SHC- 1 PROJECT NUMBER 20900.00 o ® � ISSLM- REVISION DATE ® ® 04 CONST DOC ® PARKING TUNNEL I FORPERMIT 07.23.04 O ® Occupancy Type: S-2 05/06 CONST DOC 08.13,04 II I O Occupancy Load Factor: 200 SQ. FT./000. 07 BLDG. 2/CONST. 09.02.04 ® ® TUN,]EL REV. 09.10.04 ® Total Sq. Footage: 42071 SQ, FT. 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 ® I 16� I Ram i IULA i G� ® 2—HR FIRE RATED WALL is 09 BLDG. 4/CONS"T. 10.11 ,04 ' 3—HR FIRE RATED WALL Emw I a" I I I IIII i i imim ! I I 10 BLDG. 5/CONST. 10.25,04 / A FLN-AL CONST 01 .03,05 6A/7A/8A/9A/l0A/11 Flri`LLALCONST 011.0105 NOTE: ALL RESIDENTIAL BUILDINGS ARE / 16 ADDENDUM 5 05.16.05 ASSUMED NOT TO EXIT THROUGH GARAGE. i i i E / N CODE / REFERENCE PLAN BUILDINGS 5- 8 v GARAGE LEVEL CODE RLI ERENCE PLAN �1 GARAGE "LEVEL - BUILDINGS 5 -� 8 L-J 1 02 r SCALE: � r .i Id 1 'l '. l E IN A _ _ Y 1 / �_ v / �,< ��--�� �J/ © 2004 42j4 uC : 2E, ILO- . '�� ( � O Y RESIDENTIAL — BLDG 4* (� • 0 1 ��t� . eI ��Of��n Occupancy Type: R-3 �/ (J � / ry O , 0 I O i�. t / • / \ I E. PANT L O 1 f �Y� i ��� ��.-.�� - vvv�� RESIDENTIAL - BLDG 3* !�, n • • I O / 'l '. '. I `��di r �,, -I eAN\ e� 'IN I I 1�Occupancy Type: R-3 rl O ;�/! • �_ 4 / rr ` I a 000 1 • \1 7g I /�Y� RESIDENTIAL - BLDG 1 * o�/ \I Jl 0 4 i / • y� I vJ I'C &Y YY �` "// /� ♦ � \ S Occupancy Type: R-3 RESIDENTAL - BLDG 2* `j Vp\E / \�� GyF I � I � - JL J� )000� III,`Occupancy Type: R-3 �J • li Q� � \C \Y W' i �� FFF��� A [-I 1. -, --�_ v�`'`� 10/ BUILDING 4 • <y �. QI . . : I• Jc--w�--1 i C/p1 .� -_i-� --__ J� —'— '---- /��\f • f O • ' • •• • \` •, I,� v . y ill BO ` , , _ [�'^ o 1 . ' • • • A' :a 6 O n _ \ 9 7g a � UNIT 9 N ., 7 r P1 �� —� / s W 0 F ; . i'; I • ' • A UNIT 10 - .. w o♦ •/ ' ` \.> ` ,\ \ ! ' ' � • I ' \ ' r III x i. X � �� t-., BUILDING 3 <�2 /.�1 l( t��• • i • � ` � HR FIRESTOPPEO � Ii � I1 �- I � o t" . /� ` \ I PENETRATION ZONE 94 Immi 1.) I � I rj .� \ UNIT 14 / / / 0 I �. f` i yn i J r s / � ' • , V �i _ _ . `'' � 3 •� STANDPIPE HOSE CONNECTION / __ -� ,� - � _ T , k 9 �5t % (RE: FIRE PROTECTION _���L °� �� I 5 BUILD NG 2 p / / / 1 �-/� - -, . . l (jl�l I >5 ? o \ UNtT 12 • • / / • . • J ,I OW:VE$ DEVEI,OPCB : • i, / S ' • KNOX BOX FOR FIRE DEPT. VAIL RESORTS I ' i I N `2 • \ ACCESS AT BOTTOM OF STAIR G • � ' \ ` -- -- ' I I r ' '' BUILDING 1 •• llEVEL{OPTENT �� COMPS 1 I I 11 '- 4 O UNIT 13 ^ r "1` —_-� Y II >5 _ AVO COLOR-ADO I xl �� I ' UNIT 14 i l i' �1 Y \ eacH croF EC aD I / >/ I i \ r // ._. t 3—HR FIRESTOPPED // • r% iPENETRATION ZONE / • I I .. . : I I .-. . I .. . .I 1 I I - . . .. I I I m 10 UN!T 15 rn � I I I- I . M I I // FDC WITH H Denver, oado L // I , - I m 9 PA . • . artcr+rrtcru I II & STROBE c • . HORN ST 8E � �. EXISTING - I i � . • ' , �j ` RE: FIRE PROTECTION DWGS.) II'l �' r -! MAR R I OTT I �j UNIT 16 i i � . • / .. ° . � n ! DESIGN ARCFLLTSUr t _ // ® I - �! I • �; . . t moo` a PARKING 1 HART I HOWYERTON 1. TRUCTURE - I . . . . ON / - xEwroxx. `-awrotctc IN-, IIII j • _" • •' STANDPIPE HOSE CONNECTI �` F _ ., I II S , y (RE: FIRE PROTECTION DWGS.) ` �C ,1. I .'I • • 3- HR FIRESTOrPED / y - a4ouoem Ew[s [ ENCCmExsDc 2` t ,! - • �!'. - '.' n5a .k .I AVON, COWR/DO -= <a O T ONE _ o . E PENETRA ION Z / ` 3 n , z%• ' "-�- -�. : t- .. >�•. - - _ - .. T r Y - �. e j_._. ' .�'CFLA.VICAL EI.L'G"Il[iGV,ENGLV'h'Elt ' _"� �.c-: _ • . . - - / _ - \ - s -E E�iGLVFTJt3,DIC I.:: ' ... - r -C - . : ° AVON. COABADO If��%/J'yy//-��-- J -, - . a- r z<, - C� � - - - .. - S� - _ - / O ':\ - U x - s i---.:i- - _ . - • / . . . - _ _s:. CIVII. E�7GDt-EFR i - 3— HR FIRESTOPPED /• • _ - _ : ,_ - r'- - ALPINII ENGINk1'RDIG, LNG ! � ` _ r=° ,./ . PENETRATION ZONE -A / ► " j cnu cowRwo EXISTING ` -- ' / - o . . \L\Y@ : - - - ANTLERS I.O K " ' � "� PROJECT NUMBER 20900.00 ' I n P O C NN CTION /�' O , h :°' a v .N. - , . • • S7AN�PI E H SE 0 E _ • o { i . RE. FIRE PROTECTION DWGS. • _z z 1 c -. : - _ _ III—, I III F: . ?< . 1, °. __. - _ - tom .- .. c. 1. . .- j 1 : . Y _! - -0 I: 1 ISSLE REVISION D9TE c : : < x „ .: _ . _ _ v. . s . _"--_ 1 0,gI ` I' ,:,_. - -". - _ g- _,r . -e. . -I- .a a - n., , i _ Rf 5- _ rSf`x - .<4 42'l _- . 4 - " . .,' - - - -. ,. x . n,- .t ._ , I . cam-- : . . -, - - -., '" - - Oa. - 'i- II s. - - _,r.„ d. ._ ., .. . - , . .. . - , - _ - _ .,rte . 1I _ . -f . _ ._. _. . _ r ° _ - - 4 s X K .. .__ate - _ _=.:- , , . FOR PER 0 .23.1._... a -: / - _ I 3 , OS 06 CONST DOC 081304 Ij _ - = - , . - =� _ .- . -.. - - - _ >-,-, _ s. . . r - - ` Y . s I _ y ? - o_ . _ - ,_.__- - - F 3- �. ",.., ,.. - .. -. . . ,._ - ° ,: : - -- . _� -. , , k _ _; , .> � - ,=�-- , �'€ 0 , BLDG. 2/CONST. 09A2.04 :-; t _ y J ' — . __ , _ .. Pa . . _ - - - ° . . z _ cis _ ,_. . _ . .. , . t v. _.. � . :� s TUNIHL RE o9.lo.oa t _ r -_ y x.a: - FIRE SEPARATION RATINGS z - - - µ_ ,III,• - L � f l:; - „ : - _ - - - -r. .. - ,,- � - ._ , - 1- 08 BLDG. . /CONST. 09.24.04%_ o : > I -- _ _ 1 —HR FIRE RATED WALL ® _ r 1 . >:: _.& - - 09 BLDG. 4iCONST. 10.11.04 III, v Y , . - . _. .. r _, , - 2 H R RATE W � z . R FI E D ALL ` I l% / y E h I ST I N G ,Y BLDG. 5 Io.2s.04 1.rt _ — 10 /CONST. - z . 5 3-HR FIRE RATED WALL t, s 4 _ ,. r - - r , _ . � - _ MARRIOTT - i _ . • - 1 .t kL C0 3.05 - t•' _-- - <.I.,Ir - - N, / --_ ` � FL'v_ NST 01 .0 a-.. +d* Y ;A I s-_ s. < 6A/ /BA/9A/ 104jt1 J. --. - "Z',- x . . .,. I F1 SAL CO ` 5 w I T Ui U3.05 _F : < ._ x - * NOTE. ALL RESIDENTIAL BUILDINGS AR m � n'z ' x x 11.-,.. 1. I . 1 -. k. : .. " 4..�. ,, r ,r' _a^< s »: , r 16 ADDE� DL?S i 05.16.05 III_ -- [_ _ : : , ' 3 _ IXIT THROUGH GARAGE. I ...... / \ y. - ASSUMED NOT TO � r i ` � ,,. . - -' is - - - - _ % . 1 ._ , . . , t, L" " - _ h _ tea' }, 11. .r, . , �.. -%.. _ _yvy. .. F S II -,: - _ -_- a: . +_°, . E , - -_ >'F I - a., .-_ E LIM / - s _ _ _ . ,.- III- r_ E t% r a - `-a- ,., . . . x .. .-. p. .1. xe - . ..y. . .. . - z , - - -. r- . _ - _ - A5 - - - _ - _ " _ n _. -. - - q _ ": _> . - __ _ - r . . _ °. i - ^lam 'al . - � .`* _ r.N - , ".. w . 4 -. r .�J . _ .. . . -. . --. - - .. ... .. - d - ']' n' .fit^ _ - I%s I . . a a _ _ - - -, .. .. . : . , .. . .. - x f 2 s > .:c.:.. -.. -_.>, . - .-. . .:._,- . - - . ate R . n . . . . . . . _ e %Is I z CODE IsfN< < , -- _4 . - 0 / - - .. . . --. .. .e- - - .. .- . . , _. . -- m , _ .- j It I NN c _ - . -. _ _:_:z _ _ . . 1 .,M1f T. .< ✓,. 3 r1'-:,__o. ,c .. f° .ms,, ,, , .. =. :rva - - E . _ 1 .. . r'. . ..Loh, . . .:. - - - , , z-_ (,t - . , -. . , _ . . - ° _ PLAN - � z _ _ � .. _ v I.-_ _r _ _ ?M.ci - r y o -% 1{I1 - L - - --� '-�. � ; - '-=- _ .11 , BUILDINGS 1 4 IT , PLAZA LEVEL 5 CODE REI' ERENCE PLAN il Z I -1 /16" _ —0°Tisl: N --- _. I I II . II ' i Y — RESIDENTIAL - BLDG 8• � Ip 2oar a 42140 nRCCHI'EC'UR? , Ivc ! CORE CREEK Occupancy Type: R-8* / ��t of E. RANDAL O ALL C 2 AL AR ; ♦ ♦ O RESIDENTIAL — BLDG 7+' ♦ ��) Occupancy Type: R-3 O/ / O ♦ �� • ♦ ♦ i O BUILDING B • FIRE COMMAND ♦ �, �r-.-. • � CENTER BELOW � ' 0 I / RESIDENTIAL — BLDG 6; 9 ♦ ' Occupancy Type: R-3 0 , i N O i ! I RESIDENTIAL — BLDG St \ •� • ✓ 9�s UNIT 1 I' U 1 Occupancy Type: R-3 I vmI w \ BUILDING 7 I I ' . . Gi7 �I ♦ 0" Oa C� UNiT 2 I KNOX BOX FOR FIRE DEPT. W ./ ♦ �t - 0 �p� ( •}� ACCESS AT TUNNEL GARAGE I U (n 1 . • j � • � ENTRY DOOR 0 ® I • 0 • 9�AG UNIT PGCES • BUILDING 6 ♦ Oo rJ i 4 II V e i F ' I . • 3-HR FIRESTOPPED •. \ V o • \ . ' PENETRATION ZONE n R�P � 6 9 �g ♦ UNIT 5 N .A ovcNEtt•DSVIE,oPSa G y 3-HR FIR ESTOPPED . / •_ � I � ^ \ z- .h j� N ' `. + O " PENETRATION / ♦ VAIL RESORTS II O " ♦ �� �� DEVELOPMENT • • ' °moo AL UNIT 6® a I v \ • ii CO ON \ COMPANY STANDPIPE HOSE NNECTI � i AVON, COLORADO I (RE: FIRE PROTECTION DWG S.) \ BUILDING 5 \ , • •� ) ♦ ♦ I AacHnecraFRSCOaD ♦ Gy I `, <r, vv�- FDC WITH HORN & STROBE li F ♦ \ t :• • • . •� ON WALL BELOW mEgm i ,� ��,,,,,,, ✓' / (RE: FIRE PROTECTION DWGS.) JL ARCHITECTURE I �1 UNIT 7 \ { Denvw. Goforado ♦ 91P� I , 7� ` ! . " ' • j I . ' . • . • ' MASIEx PLA.1'NF8 G i I _✓ I )/�� _ & {., .r` 'rf i - I `✓ - • I \` � , c DlWGN ARCHITECT A6 • \ 1 ! HART \�G-ERTON • ♦ - ' - • • / \ ' NEWI HO YORK NEW YORK • oF� ♦ UNIT 8 3-HR FIRESTOPPED STANDPIPE HOSE CONNECTION \ ! II ♦ '� PENETRATION ZONE / Gti (RE: FIRE PROTECTION DWGS. \ OE& .N WEL ENGINEER NEE � • . . / • ♦ ♦ \ MoNxosnvc xx�awo�' INC ♦ . . . ' e • h. 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RANDAL j JOHNSO 2 Olt: 02 I I RESIDENTIAL — BLDG 7 Occuponcy Type: R-3 o D / -75 O O RESIDENTIAL — BLDG 6 P=4 Occupancy Type: R-3 ° ® ' \ - .N 1 RESIDENTIAL — BLDG 5 ° ° -7 �` p Occupancy Type: R- 3 7� y I • I ' II i OWNER/DEVELOPER � VAIL RESORTS \ \ i DEVELOPILENT COMPANY AVON, COLOFLgDO I ARCHITECT OF RECORD 'I Denver, Colmdo DOAGN AR/:FETECC HART I HOWERTON �0.0� NEW YORK, NEW YORK: I STRUCTURAL 04GINEER MONROE @ NEWELL ENGNEM.NC AVON. COLORADO 3ffi�CAL Et PUMCAL ENGINEER l 1 II E ENGAIEERS.INC 75 AVON, COLORADO _ -5 I CTVD. ENGN=-- ALPLNE ENGINEERING, INC I VAI , COLORADO I! PROJECT NUMBER 20900.00 ISSUE REVISION DATE 04 CONST DOC I % ♦ I FOR PERMIT 07.23.04 j 05/06 CONST DOC 08.13.04 07 BLDG. 2/CONST. 09.02.04 \ I / FIRE SEPARATION RATINGS ♦ 08 BLDG. 3/CONST. 09.24.04 i I / 09 BLDG. 4/CONST. 10.11 .04 I 1 — HR FIRE RATED WALL � I EmLA MAN I " LEN I I / / I 10 BLDG. 5/CONST. 10.25.04 2— HR FIRE RATED WALL ` 3— HR FIRE RATED WALL A FINAI. CONST 01.03.05 I I I t Eta.! I I LEE 6A%7A/8A/9A/I0A%11 FNIALCONST 01 .03.05 jI TM z y NOTE: ALL BUILDING HEIGHTS ARE 16 ADDENDUM 5 0516 OS BELOW 60' ABOVE GRADE PLANE (IBC / o -: x ," ` Sect. 504.2) 7 r I li t j � F I I E ; z EXISTING MARRIOTT . F PARKING �� 1 CODE vl g F• - - TMrt r STRUCTURE = r ' F REFERENCE P lA N X" . . . _ _ 3 >< =` :. BUILDINGS 5- S ROOF LEVEL it CODE REFERENCE PLAN 1 ROOF LEVEL - BUILDINGS 5 -- 8 Rl 08 SCALE. N Y O 9 2004 42140 A,FCUIlvUURE, INC. _ ._ / r RANPNI JrnN 0 i - / I J/ - / / > rid W4 its / \ � u r / OP~�RN ,3V1L01tAGl \ OIFD:EA/DEVELOPER VAIL RESORTS DEVELOPMENT COMPANY AVON, COLORADO / / \ • 6- ARCIEi'EGT OF RECORD o or �6 ARCN11ECMIKE Denver, Colorado \ ,-� , `, 'S• I M.•1STER Plb .MN-ER DESIGNAxceuTer.-r � 4 fMRT ( HOTWBRTON NEW YORK, NEW YORK 5TRUCTL'R.AL ENG!Nala I 1 O MONROE 3 NP%TLL ENGNEER4,24C C AVON, COLORADO !IICL•1NICALEIEC1' E NGVEF3 INC C01waA DO Q A ; -- uvE, ENC;LVCE.R o • 10 ALPINE ENGINEERLNG, 24C. I VAU. COLORADO i 'd 9 I PROJECT NUMBER: 20900.00 '± � n I ISSUE REVISION DATE s' 04 CONST DOC n-y . 4.5 g 9 9 5.2 FOR PER'vIIT 07.23.04 ' 4 4.2 05/06 CONST DOC 08.13.04 I o - { 2 07 BLDG. 2/CONST,- 09.02.04 ' TUNNEL REV. 09.10.04 Q 08 BLDG. 3/CONST. 0924.04 09 BLDG. 4/CONSP. 10.11 .04 I 10 BLDG. 5/CONST. 10.25.04 l FINAL CONST 01 .03.05 ' i 6A/7A/8A/9A/10A/11 FINAL CONST 01 .03.05 !I 16 ADDENDUM 5 05.16.05 ;I I. I I • I F I I jI ii SITE GRID REFERENCE n PLAN a BUILDINGS 1 - 4 i SITE GRID REFERENCE 0 1 PLAN _� BLDGS 1 �I' HRU �� Ki 1 1 SCALE. 1 / 16 1 0 r,Erct _ D 4 'I L !� 2004 42140_ ARCH I?ECTJ R E, INC. 6l�9 I � E . JOHNSON toot o / { i Cs7 r � l / it �- \ r � 1 VJ i� o ` I I ROp�=( �\' IL t I ' i ® III 01111111 004 � ✓/ / iN ® it •I I it \ i / / VAIL RESORTS '`ir DEVELOPMENT CONLPANY AVON, COLORADO AROUTECT OF RE(ARD cr .� V*ART li . \ �.,d 3, ` Denver. C°bredo d ad''� 90 - h BLASTER PLANNER j DESIGN ARCFU"CUCT fUI HOWMA RTON \ 9• a NEV roRK, NEW YORK I ' OE & TUAEL ENGINEER i 26 Fy-d y9 \ I I10tiROE & ON. CO ENGLVEERS, LVC AVON, COLOAADO i A1Eti}L•I�UCAG [UGNEE S,AL 124 NCGLVFFA 8• d !A-E GVGDIE5R4-LVC 5• �' 2a AVON- COLOAADO CNU. E]NEERLN ALPCJE ENGLYEERDIC• 4�lG VAIL- COIJ0AADO y,d 1p PROJECT NUMBER 20900.00 ° ,1+� 3• / " " 3• j ISSUE REVISION DATE \ fir �' ! 04 CONST DOC 05/06O CONST DOC 0813.04 it 07 BLDG. z/coNSr. 0 9.oz.o4 I TUNNEL REV. 09.10.04 li 08 BLDG. 3/CONST. 09.24.04 It 09 BLDG. 4/CONST. 10.11 .04 ,d'° g• � is 10 BLDG. 5/CONST. 10.25.04 it 149 FLN AL CONST 01 .03.05 ,It a• 6_A/7A/&-k/9A/10A/I I yA ,a I MALCONST 01.03.05 16 ADD&NDUM 5 05.16.05 i i i V O , F �i SITE TE GRID REFERENCE x PLAN BUILDINGS 5 - 8 a SITE GRID REFERENCE 1 PLAN - DLDGS 5 �l' HRU S R1 12 SCALE: N I ' V E I I I II GENERAL NOTES A I I1 2 I/4' - R GENERAL NOTES TOPPING _ 2004 42140 ARCHITECTURE, INC. RE : ARCH 2X6 PARTY WALL STONE VENEER -2X6 EXTERIOR WALL 6 . CONCRETE WITH SHEATHING PER 1 . LIVE LOADS USED IN DESIGN: RE : PLAN WITH SHEATHING PER PER ARCH STANDARD HOOK RE . ARCH. A . ROOF 80 PSF A . ALL CAST - IN - PLACE CONCRETE SHALL BE MADE WITH ?YPE I / II PORTLAND CEMENT , SHEAR WALL SCHEDULE STONE AGGREGATE AND SHALL SATISFY THE FOLLOWING REQUIREMENTS: FLOOR JOIST PROVIDE STANDARD B . TYPICAL FLOOR 40 PSF RE . PLAN HOOK 2X6 TREATED PLATE CONCRETE ITEM F'C NIX TYPE MAX W/C RATIO % AIR RED . 4, RE : PLAN WITH I 12"OXIO" C . EXTERIOR DECKS 100 PSF FOOTINGS 3000 psi STD - - - - - - VLAPTYPICAL- _ -1 D . IMPORTANCE FACTORS fOUNDAT l(R WALLS 3000 psi STD - - - - - - _ - _ 4 W ANCHOR BOLT PER CATEGORY II INTERIOR SLABS ON GRADE 3000 psi STD 0 . 50 - - - :_ Z ,, •°� ° • _tl • SHEAR WALL SCHEDULE SEISMIC FACTOR IE 1 . 0 EXTERIOR CONCR ETE (so ) 4500 psi STD 0 . 45 6R - 8% +� -SNOW FACTOR IS 1 . 0 [XXX'-XX" J 4 WIND FACTOR 1W 1 . 0 • • MAXIMUM SLUMP SHALL NOT EXCEED 4• . d REc �� • •• ° • ° I IF ;D ► (2)-M5 CONTINUOUS B . CONTRACTOR SHALL SANCUT OR TROWELCUT JOINTS IN `LABS ON GRADE . JOINTS -E . WIND SHALL BE SPACED AT 15' -O" MAXIMUM AND SAWCUT OR TROWELCUT 1 /4 OF SLAB DEPTH -• � 1111 8FA 3 SECOND GUST 100 APH - °' • I X 3/16 ` WIDE WITHIN 12 HOURS AFTER POURING . CARRY ALL SLAB REINFORCEMENT 4 - i FASTEST NILE 80 MPH (3)-a5 GONTIN/0U5 >�EXPOSURE B THROUGH JOINT . TOP AND BOTTOM °i 2X6 TREATED PLATE Z • - I L4X4X3/8• WITH - - (V RE . ARGH FOR F • SNOW C . SLAB$ , TOPPING , FOOTINGS , BEANS AND TWILLS SHALL NOT HAVE JOINTS IN A • WITH REA ANCHOR Q 3/4"m EPDXY TERPROOFING HOR IZGNIAL PLANE . ANY STOP IN CONCRETE WORK MUST BE MADE AT TH IRO POINT Of O - - BOLT AT 4'-0' • ° TYPICAL FOOTING ANCHOR AT 2'-O"GROUND SNOW LOAD Pg 80 PSf #5 AT 1 '-6" X : T ✓' Q N FLAT ROOF SNOW LOAD Pf 100 PSF SPAN WITH VERT ICAI BULKHEADS AND IHOR 120NTAL SHfrR KEYS UNLESS OTHERWISE _ • ' REINFORCEMENT SNOW EXPOSURE FACTOR CC 1 . 0 SHOWN . ALL CONSTRUCTION JOINTS SHALL BE AS DETAILED OR AS REVIEWED BY THE J - -i . W W - ••°• II THERMAL FACTOR Ct 1 . 0 ENGINEER . b•• a RE : PLAN _ (2)-2X12 LEDGER NO TOP OF I I _ (WALL SIDE TREATED)D . ALL CONCRETE WORK AND REINFORCEMENT DETAILING SF,ALL BE IN ACCORDANCE BARS TO MATCH WITH 3/4"m EXPANSION 4 2 I/4" CONCRETE G . SE USN IC GRAWLSPAGE Q SITE CLASS D WITH ACI BUILDING CODE 318 LATEST EDITION , UNLESS NOTED OTHERWISE . USE Q '4 W TYPICAL FOOTING H I. STANDARD HOOKS FOR DOWELS UNLESS NOTED OTHERWISE . ALL EXPOSED EDGES OF Q f11 W BACKFILL J / REINFORCEMENT ANCHOR AT 1 '-6" TOPPING CATEGORY C J- - ,. 4 V FASTEN LEDOER5 WITH o SS 0 . 35 CONCRETE WORK SHALL fuvE J/4 INCH CHAMFER . U I � (3)-ROWS 16d NAILS �T �-So 51 0 .08 I 1 F -1 :' K1 AT 1 '-0° F'"w SDS 0 . 35 7 . REINFORCEMENT -1ji l RE: PLAN -1 I1 r TYPICAL STEPPED .' ^ BASIC SEISMIC RESISTING SYSTEM IS LIGHT FRAME 2SHEAR WALLS WITH A . ALL REINFORCING SHALL BE HIGH -STRENGTH DEFORMED BARS CONFORMING TO ASTM '_� FOOTING DETAIL a5 AT I '-b" F•i 1 WOOD SRVCTURAI PANELS All GRADE 60 EXCEPT TIES , STIRRUPS AND PLATE ACHORS WHICH SHALL BE /� --YI - (3)-N5 CONTINUOUS HORIZONTAL DEFORMED BARS , ASTM DESIGNATION A615 , GRADE 40 JR ASTM A706 GRADE 60 . C i ® N I /"� 4 O SEISMIC RESPONSE COEFFICIENTS C$ !./ �O � � �„/ � I oN � $95 '• 0 . 05 MS AT I '-4" AT 10' B . WELDED WIRE FABRIC SHALL CONFORM TO ASTM A185 GRADE 65 AND SHALL BE TRANSVERSE VERTICAL RESPONSE MODIFICATION FACTOR B . 5 w to LAPPED ONE FULL MESH AT SIDE AND END SPLICES AND WIRED TOGETHER . 3/4" = I '-D' 3/4" g4 W ANALYSIS PROCEDURE USED SIMPLIFIED METHOD V) Q H . LIVE LOADS ARE REDUCED PER CODE IF APPLICABLE . C . REINFORCEMENT PROTECTION UNLESS NOTED OTHERWISE: 16 1 . CONCRETE POURED AGAINST EARTH 3` NOTE : FOR HD2A AND H05A U5E SIMPSON SSTB20 ANCHOR ROD BA Q • 2 . CONCRETE POURED IN FORMS (EXPOSED TO WEATHER OR EARTH ) 2' RE : ARCH FOR WATERPROOFING FOR H06A, HDBA AND HDIOA USE SIMPSON 55TB26 ANCHOR ` e -..y�D/E N: 1 18C fir`"- 3 . COLUMN$ AND BEAMS (TIE BARS) 1 - 1 /2 ' _. r -..- ROD. FOR H015A USE I 1/4"N X 2'-0' THREADED ROD WITH ° Z_ V AIIFOVA� `r / Aid AND WALLS (MOT EXPOSED TO WEATHER ) 3/4 ' 1/4" X 4" X 4" PLATE WASHER AND NUT AT EMBEDDED END WITH 2 . DEFERRED SUBMITTAL 2X6 TREATED PLATE WITH F ETA Q r.y ANCHOR BOLTS PER MINIMUM 1 '-b" EMBEDMENT DEPTH. D . REINFORCEMENT PLACEMENT AND TOLERANCES SHALL BE IN ACCORDANCE WITH 1/2 ` 150LATION JOINT - 4 " Q A . DEFERRED SUBMITTALS PER SECTION 1063 .4 . 1 SHALL BE SUBMITTED TO THE BUILDING SHEAR WALL SCHEDULE GONTRAGTOR OPTION: IN LIEU OF SIMP50N 55TB ANCHOR, USE 0 4- ' SECTIONS 1 . 5 . 7 6 AND 7 , 7 OF ACI 318 , LATEST EDITION . 3/4" m HILT] HA.5. ADHESIVE ANCHOR WITH MINIMUM 10° EMBEDMENT. �] OFFICIAL AND THE DESIGN PROFESSIONALS AND REVIEWED PRIOR TO INSTALLATION #5 X I L AT 2 '-0" m I I/2"- 2 I/4" CONCRETE _ / B . DEFERRED SUBMITTALS ME: E . NO SPLICES Of REINFORCEMENT SHALL BE MADE EXCEPT AS DETAILED lR TOPPING RE : ARCH tV RE : PLAN � r^' AUTHORIZED BY THE STRUCTURAL ENGINEER . LAP SPLICES , WHERE PERMITTED , SHALL - THRU-BOLT IN STUDS T.O. GRAWL5PACE BE A MINIMUM Of 48 BAR DIAMETERS FOR J5 BARS AND SMALLER AND SHALL BE A RE : PLAN PER H.D. MANUFACTURER 6' BACKFILL U�j� 1 . PREFABRICATED ROOF TRUSSES MINIMUM Of 80 BAR DIAMETERS FOR 17 AND i18 REINF MCEMENT UNLESS NOTED 8A V ACH OTHERWISE . MAKE ALL BARS CONTINUOUS MOUND CORN_R5 . T.O. SLAB XX" C . ALL DEFERRED SUBMITTALS SHALL BEAR THE STAMP AND SIGNATURE OF THE LICENSED I6 WALL FRAMING AND o PROFESSIONAL ENGINEER RESPONSIBLE FOR THE PREPARATION OF THESE DOCUMENTS SLOPE SLAB PLYWOOD PER SHEAR [ r] F . PLACE TWO 15 (PER 8" THICKNESS) WITH 2 ' -0" PROJECTION AROUND ALL OPENINGS IN Ed 1111111 .7TFI' CONCRETE WALLS , SLABS , AND BEAMS . ALSO PROVIDE -'WO 15 X 4 ' - 0' DIAGONALLY AT WALL SGHEQULE II II 1� 3 . TESTING , INSPECTIONS AND OBSERVATION$: • 4 I d 1•� EACH CORNER . - I ,-- O A . THE STRUCTURAL ENGINEER DOES NOi PROVIDE INSPECTIONS !F CONSTRUCTION . - - - 4 I/2" I RE : MFR. RE: MF 4 I/2" - • . C . CONTINUOUS TOP AND BOTTOM BANS IN WNlls AND BEA•5 SHALL BE SPLICED A$ .y� b 4 f Or STRUCTURAL ENGINEER MAY MAKE PERIODIC OBSERVATIONS OF THE FOLLOWS TOP BARS AT MIDSPAN , BOTTOM BARS OVER SUPPORTS , x,000�vn�°O� n•�°O- ��°�' F i *' � CONSTRUCTION; SUCH OBSERVATIONS SHALL NOT REPLACE REQUIRED - Q •- ° r INSPECTIONS BY THE GOVERNING AUTHORITIES OR SERVE AS "SPECIAL 8 . STRUCTURAL STEEL i _ - = - (4)-a5 GONTINUOUE; V INSPECTION$" AS MAY BE REQUIRED BY CHAPTER 17 OF THE INTERNATIONAL I M _ All BUILDING CODE . A . ALL STRUCTURAL STEEL SHALL CONFORM TO ASTM A36 EXCEPT WIDE FLANGE BEAMS 4` SLAB ON GRADE WHICH SHALL CONFORM TO ASTM 9921 (50 KS1 ) AND E)'CEPT PIPE COLUFWHS WHICH WITH &Xb/h12 .1 W1N.F . B . THE FOLLOWING WORK SHALL BE INSPECTED 6Y THE SPECIAL INSPECTOR UNLESS SHALL CONFORM TO ASTM A53 AND TUBE COLUMNS TO ASTM A500 , GRADE B , LATEST (RE : ARCH FOR COLOR Of RE : PLAN SPECIFICALLY WAIVED BY THE BUILDING OFFICIAL . AND FIN15H REGTUIREMENT5) - FLOOR JOIST, RE : PLAN Poll- Q - EDITIONS . STEEL SUPPLIER MAY PROVIDE ASTM A572 , GRADE 50 AT HIS OPTION . MISCELLANEOUS EMBEDDED ITEMS SHALL BE A36 STEEL A J 1 . SOIL PREPMAiION [xxx '- xx") RE : 2/51 .01 FOR WALL REINF. 4 B . ALL STRUCTURAL BOLTS SHALL BE A325N INSTALLED TO A MINIMUM SMUG TIGHT AND FOOTING INFORMATION T.O. WALL - OW'NTR/DF.vFY.OPEa o . EARTHWIRK EXCAVATION , PLACEMENT AND COMPACTION OF FILL (3)-2x STUDS SIMPSON HD m G � i ON 1 CONDITION . ALL ANCHOR BOLTS SHALL CONFORM TO AS "M A307 UNLESS NOTED AND IN -PLACE DRY DENSITY OF THE COMPACTED f ILL FOR CONFORMANCE AT EACH END WITH THE APPROVED REPORT . OTHERWISE . I ® N OF SHEAR WALL I/2 PER SHEER WALL 3/4" 1'-0' VAIL RESORTS i 2 . CONCRETE CONSTRUCTION C LAT EST RPROVISIONS SHALL BE DETAILED AND "MANUAL OF FABRICAT; O IN WITH THE - DEVELOPMENT 3/4' = I '-O' o . PERIODIC INSPECTION OF REINFORCING STEEL , INCLUDING PLACEMENT . D , EXCEPT WHERE DETAILED OTHERWISE , FABRICATOR SHA-L SELECT STEEL CONNECTIONS PER COMPANY b . CONTINUOUS INSPECTION OF PLACEMENT Of SHEAR REINFORCEMENT . AISC MANUAL Of STEEL CONSTRUCTION (ASO ) , TABLE ' 1 -A AND/OR AISC SIMPLE SHEAR A c . CONTINUOUS INSPECTION OF BOLTS TO BE INSTALLED IN CONCRETE PRIOR - STUD WAIL WITH SIMPSON LA HOLD DOWN AVON, COLORADO CONNECTION MANUAL WITH A325N BOLTS (OR WELDED _S ARE N T ) TO N , SELF LOADS SHEATHING PER SHEAR TO AND DURING PLACEMENT Of CONCRETE . INDICATED ON THE STRUCTURAL DRAWINGS . WHEN LOADS ARE NOT SHOWN , SELECT RE : PLAN AND SCHEDULE d . PERIODIC VERIFICATION OF USE OF REQUIRED DESIGN MIX . WALL SCHEDULE AR0111IVI OF RECORD e . CONTINUOUS INSPECTION AT THE TIME FRESH CONCRETE IS SAMPLED TO CONNECT ION TO SUPPORT 60x THE TOTAL UNIFORM LOPJ CAPACITY PER DISC FABRICATE SPECIMANS FOR STRENGTH TESTS , PERFORM SLUMP AND AIR MANUAL OF STEEL CONSTRUCTION? FOR EACH GIVEN BE'M AND SPAN FOR NON -COMPOSITE 2X6 EXTERIOR WALL 1 I/2"- 2 I/4" CONCRETE TREATED PLATE MEMBERS . WITH SHEATHING PER TOPPING RE: ARCH CONTENT TESTS AND DETERMINE THE TEMPERATURE Of THE CONCRETE . WITH I/2 "m ANCHOR SIMPc,�ON 55TB ANCHOR SHEAR WALL SGHEDUJI_E _ f . AND TECHNIQUES .INSPECTION FOR MAINTENANCE OF SPECIFIED CURING TEMPERATURE E . ALL WELDERS SHALL HAVE EVIDENCE OF PASSING THE UERICAN WELDING SOCIETY BOLT PER SHEAR WALL OR THREADED ROD FLOOR SHEATHING : AND TECHNIOUES . STANDARD DUAL IFICATIONS TESTS AS OUTLINED IN AWS - DI . 1 . SCHEDULE CAST INTO FOUNDATION STONE VENEER 3 . STEEL CONSTRUCTION WALL RE: ARCH. RE : PLAN F . MINIMUM WELDS TO BE PER AISC TABLE J2 .4 BUT NOT LESS THAN 3/16 ' CONTINUOUS FILLET UNLESS NOTED OTHERWISE . CONT. Denver, Colorado o . ALL WELDING SHALL RECEIVE CONT INUOUS SPEC UAL INSPECT ION i w CONTRACTOR OPTION: IN LIEU EXCEPT THE FOLLOWING: G . FOR ALL BEAM/COLUMN (R BEAN/BEAM CONNECTIONS , IROV IDE HORIZONTAL SHORT 4 OF SIMP50N 55TB2B CAST M.AS'ItiI 7LL�`Uia 1 . WELD INC DONE IN H AN APPROVED FIIBR ICAT(R'S SHOP IN SLOTS IN CONNECTION MEMBER ONLY (Wr - SECTIONS , :NGLES OR SHEAR PLATES ) . INTO FOUNDATION WALL USE n ACCORDANCE WITH SECTION 1704 . 3 . 3/4" m HILTI ADHESIVE ANCHOR DL:S1C:5 :1aCi lfil i;1' b . THE SPECIAL INSPECTOR NEED NOT BE CONTINUOUSLY PRESENT WITH 10" MIN. EMBEDMENT [XXX'-XX" DURING WELDING OF THE FOLLOWING ITEMS , PROVIDED THE MATERIALS , H . STRUCTURAL STEEL SUPPLIER 70 FURNISH LINTELS FOR ALL MASONRY OPENINGS PER ' • _ _ _ _ _ Z i LOOSE LINTEL SCHEDULE OR AS SHOWN OTHERWISE ON STRUCTURAL DRAWINGS . ONE iTART � HO� T'sRTON WELDING PROCEDURES AND QUALIFICATIONS (N' WELDERS ME END OF THE LINTEL SHALL BE FREE TO MOVE HORIZONTALLY TO ALLOW FOR VER I F I ED PRIOR TO THE START OF WORK; PERIODIC INSPECTIONS ARE ELONGATION AND SHORTENING . 4 NEW Yoa.K NLVC YOttK MADE OF WORK IN PROGRESS; AND A VISUAL INSPECTION OF ALL WELDS I - • J s IS MADE PRIOR TO COMPLETION OR PRIOR TO SHIPMENT OF SHOP 1 , THE TERMINOLOGY "CONTINUOUS" MEANS QUANTITY . PR)VIOE THE NECESSARY JOINT WELDING . DETAILS TO ALLOW FOR BUILDING MOVEMENTS . COORD PATE LOCATION$ WITH II-11F FLOOR JOIST RE , PLAN UL& NLaI FUGLNII 1 . SINGLE PASS FILLET WELDS NOT EXCEEDING 5/16" IN SIZE . I �I+ TIE- uorlaoCnnM:wt::.L �ucwLMas, vC 2 . WELDING OF STAIRS AND RAILING SYSTEMS . ARCHITECTURAL CONTROL AND EXPANSION JOINTS . 5 . EXTERIOR WALLS SHALL HAVE ONE LAYER OF 1 /2 ' EXPOSURE I PLYWOOD OR 31/211' 4 I/2" 'VIII- 2X4 TREATED FLAT BLOGKIN -AVON, COL01I c . VERIFY WELD FILLER MATERIALS CONFORM TO An SPECIFICATIONS AND OSS SHEATHING RAILED WITH 8d MAILS AT 6' ON CENTER ALONG PANEL @ AT 2'-O' J . PROVIDE ANCHOR BOLTS FOR BEAMS BEARING ON NASONHY UNLESS OTHERWISE EDGES AND 12` ON CENTER AT INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE X11 VECHANICA7. F7 RC-MICAI. F GINJTR MANUFACTURER?S CERTIFICATE OF COMPLIANCE IS REWIRED . M-LISGl1!`LRS, LNC NOTED . ON SHEAR WIND SCHEDULE . ALL PANEL EDGES SHALL BE BLOCKED . FLOOR J0H5TS RUN avon, cul.onADo d . PERIODIC INSPECTION OF THE STEEL FRAME TO VERIFY COMPLIANCE WITH A 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 . - FOUNDATION WALL AS BRACING , STIFFENING , MEMBER LOCATIONS AND PROPER APPLICATION OF STEEL ERECTION STANDARDS AND TO WITHSTAND ALL ONSTRUUCTION AND /OR LATERAL 7 , INSTALL SUITABLE EDGE SUPPORT BY USE OF PLYCLIPS , TONGUE AND SECTION A - A n - c1 LNG_vG[NFTx JOINT DETAILS AT EACH CONNECTION . AT SIMILAR AIPMSLIT, C- 1112\15. LOADS UNTIL ALL FIELD CONNECTIONS ARE COMPLETED AND PERMANENT LATERAL SYSTEMS GROOVE PANELS OR SOLID WOOD BLOCKING SUPPORTS . L4X4X3/8 WITH van, a�rna.ADO e . VERIFY STRUCTURAL STEEL MATERIAL CONFORMS TO ASTM STANDARDS E AND DECKS ME IN PLACE . / > 3/4' m EPDXY 4 2X6 TREATED PLATE SPECIFIED IN THE APPROVED CONSTRUCTION DOCUMENTS AND + WITH 1/2" m ANCHOR MANUFACTURER'S CERTIFIED MILL TEST REPORTS . H . PREFABRICATED WOOD MEMBERS SHAH BE THE TYPE NOTED ON THE DRAWINGS AKO 5E CT I ON r-4 F ANCHOR AT 2'-O' B" f . PERIODIC VERIFICATION OF HIGH STRENGTH BOLTS , NUTS AND WASHERS FOR L . STEEL FABRICATOR SHALL NOT RECEIVE ADDITIONAL C ➢.PENSAT IOXN FOR SHOP SHALL BE UPI - JOIST AS MANUFACTURED BY LOUISIANA PACIFIC CORPORAT ION . !!!! .! Z SCHEDULE PER SHEAR WALL DRAWING TIME FOR ANY REVISIONS TO ERECTION DRAM• INGS NOR FOR ANY REVISIONS ALTERNATES SHALL BE REVIEWED BY THE ENGINEER . TO BE CONSIDERED , 3/4" = 1 '-D" F SCHEDULE PROJF.(."C NL:VLBFR G285 CONFORMANCE TO ASTM STANDARDS SPECIFIED IN THE APPROVED TO PIECE DRAWINGS PRIOR TO ENGINEER'S APPROVAL OF ERECTION DRAWINGS . ALTERNATES SHALL HAVE A LOAD CAPACITY IN BENDING , SHEAR AND DEFLECTION a5 AT I '-6' X _I a5 AT I '-&" VERTICAL CONSTRUCTION DOCUMENTS AND MANUFACTURER'S CERTIFICATE OF EQUAL TO OR GREATER THAN THE SIZE SHOWN ON THE DRAWINGS . WEB BLOCKING 1 1/2` CONCRETE Q n AND HORIZONTAL COMPLIANCE . 9 , NON - SHRINK GROUT AND BRIDGING TO BE AS REQUIRED BY THE JOIST MANUFACTURER . g . PERIODIC INSPECTION OF BEARING TYPE CONNECTORS WITH HIGH TOPPING I b ISSUE RE�'iS10V llA"1'1: STRENGTH BOLTS . 13/4 ' X 12" LVL RIM Y (xxx '-xx") VC5 PLAN A . NON - SHRINK GROUT SHALL BE PROVIDED: 1 . LAMINATED VENEER LUMBER MEMBERS SHALL HAVE THE FOLLOWING STRESS BOARD AT DECKS FLOOR 5HEATHING OF 1 . BETWEEN COLUMN BASES AND CONCRETE OR MASONRY SUPPORTS . CAPACITIES: FB = 2800 PSI , E 2 ,000 . 000 PSI , FC = 750 PSI . FV = 285 PSI . BUILT UP WL07 13I,DG Z/CONST 09.0_ 0� t . WHILE THE WORK IS IN PROGRESS , THE SPECIAL INSPECTOR SHALL 2 . BETWEEN BEAM BEARING PLATES AND CONCRETE OR MASONRY MEMBERS SHALL BE CONNECTED IN ACCORDANCE WITH MANUFACTURERS 11/2" STONE AND GROUT -DETERMINE THAT TILE REOUIREMENTS FOR BOLTS , NUTS , WASHERS AND RE , PLAN KIFLL SUPPORTS . RECGNENOAT IONS . CONTRACTOR SHAH HAVE THE OPTION OF USING 3 t /2 ' OR OVER I I/2" CONCRETE ?A FTNAT. (:ONJT. 01 .03.Oi _ PAINT , BOLTED PMTS AND INSTAILAT IOM AND TIQHTEN LNG IN SUCH • _ STANDARDS ARE MET . FOR JOINTS REQUIRED TO BE TIGHTENED ONLY 3 . GROUT SHALL BE COMPLETE AND HAVE A MINIMUM COMPRESSIVE STRENGTH 5 1 /4' WIDE MEMBERS . ON 3/4 ' T6 G OF 6000 PSI PRIOR TO ADDING BUILDING LOADS ABOVE . PLYWOOD DECK 16 ADDENDUM5 05.06.05 TO THE SNUG - TIGHT CONDITION , THE SPECIAL INSPECTOR NEED ONLY J . PREFABRICATED WOOD TRUSSES SHALL BE DESIGNED TO FULFILL STRESS SLOPE PLYWOOD = 11111 VERIFY THAT THE CONNECTED MATERIALS HAVE BEEN DRAM TOGETHER 10 . WOOD REQUIREMENTS AND /OR LOADS NOTED ON DRAWINGS SHOP DRAWINGS SHALL 1/a /FT. Q AND PROPERLY SNUGGED . INCLUDE CALCULATIONS AND BEAR THE STAMP OF A REGISTERED ENGINEER , PROVIDE 8A - '- - - - ` ` ' - ---.- � iM- - (2)-05 GONT. 4 . FOUNDATIONS A . ALL FRAMING AND TRUSS LUMBER SHALL BE DRY DOUGLAS FIR , LARCH , GRADED BY BRIDGING AND BLOCKING PER MANUFACTURER 'S RECOMMENDATIONS UNLESS _ _ 4 ` BA CDEERN �OWS OUTS ASSOCIATION AND CONFORMINJ TO INTERNATIONAL BUILDING OTHERWISE SNOTED . PUNDERECCCONST CONSTRUCT LOCATIONS . AS REQUIRED ERECTION NOTE: A . MAXIMUM SOIL DESIGN PRESSURE 4000 PSF K1 V RE : PLAN AIL B . CONTRACTOR TO FOLLOW ALL RECOMMENDATIONS IN SOILS REPORT NO . 02 - 057 20 THICK - 4' TO 6 " WIDE (WALL STUD ONLY ) STUD Fb = 700 PSI 11 . NON -STRUCTURAL ELEMENTS 'I BY KOECHLEIN CONSULTING ENGINEERS DATED JULY 8 , 2004 . 2 ' TO 4" THICK - 6 " AND WIDER NO . 2 Fb = 900 PSI 5' THICK - 5" AND WIDER NO . 1 Fb = 1350 PSI A . ELEMENTS SUCH AS NON -BEARING PARTITION$ , ETC . ATTACHED TO AND/OR � � I ® N C . ALL FOOTING BEARING ELEVATIONS SNO'MI ME ASSUMED . EXACT BEARING NOTED ALLOWABLE STRESSES ARE MINIMUMS AND FOR N)IREPETITVE USES PRIOR TO SUPPORTED BY THE STRUCTURE SHALL TAKE INTO ACCOUNT DEFLECTIONS AND FLOOR J015T 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" = 1'-0" SHALL BE A MINIMUM OF 48' BELOW EXTERIOR GRADE . B . WHEN PRESERVATIVE TREATED LUMBER IS REQUIRED BY CODE ALL CONNECTIONS AND B . FIRE PROTECTION FOR ALL STRUCTURAL PARTS SHALL BE PROVIDED AND SHALL MEET I-JOIST BLOCKING NAILING SHALL BE ADEQUATELY GALVANIZED (DOUBLEDIPPED OR BETTER ) . ALL CODE REQUIREMENTS FOR THE TYPE OF CONSTRUCTION SPECIFIED BY THE 2X4 BEVELED AT 2'-0" D . ALL FOOTINGS ARE TO BE PLACED ON FIRM , UNDISTURBED . NATURAL SOIL OR ARCHITECTURAL DRAWINGS . STRUCTURAL. STEEL MEMBERS SHALL BE CONSIDERED 5LEEPER5 C . TREATED SILL PLATE LUMBER MAY BE HEN - FIR , STRUCTURAL /I GRACE . UNRESTRAINED UNLESS NOTED OTHERWISE . AT 1 '-4" SIMPSON A35 CLIP PROPERLY COMPACTED BACKFILL , APPROVED BY THE SOILS ENGINEER . BACKFILL COLUMN AND PAD SHALL BE COMPACTED TO 959 (MINIMUM) MODIFIED PROCTOR DENSITY PER ASTM 51HP50N U HANGER PER SHEAR WALL D . PROVIDE METAL CROSS BRIDGING NOT OVER 8" 0N1 CENTER FOR All 2X WOOD JOISTS . t2 . GENERAL SCHEDULE ENCOUNTERED UNLESS OTHERWISE RAND RENDEO IN THE SOILS REPORT . IF SOFT SPOTS ARE WITH Ibd COMMON SOLID BLOCKING BETWEEN ALL ,101S7S AT ALL SUPPORTS AND ENDS OF CANTILEVERS ENCOUNTERED REMOVE SOIL AND BEARING SOIL ) .WITH APPROVED FILL {RE: SOIL IS REQUIRED . A . ENGINEER 'S ACCEPTANCE MUST BE SECURED FOR ALL STRUCTURAL SUBSTITUTIONS . NAILS TO LEDGER 2X6 EXTERIOR WALL i REPORT FOR DESCRIPTION (>F BEARING SOIL ) . AND RIM WITH SHEATHING PER STEEL COLUMN RE: PLAN E . FASTEN ALL WOOD MEMBERS WITH COMMON RAILS ACCORDING TO THE IBC SCHEDULE B . VERIFY ALL OPENINGS THROUGH FLOORS , ROOF AND WALLS WITH MECHANICAL .*11) SHEAR WALL SCHEDULE WITH 3/4" X 10" X 10" BASE E . CONTRACTOR SHALL BACKFILL EQUALLY ON EACH SIDE OF FOUNDATION WALLS IN t2 2X12 LEDGER WITH I TABLE 2304 -9 . 1 UNLESS NOTED OTHERWISE . ELECTRICAL CONTRACTORS . vFRIF1CAT10N OF LOCATIONS , SIZE$ , LINTELS AND PLATE WITH (4)- 1/2 " IV X 10" INCH MAXIMUM VERTICAL LIFTS (R A$ RECOMMENDED IN THE SOILS REPRT . REFER REQUIRED CONNECTIONS ARE CONTRACTOR 'S COMPLETE RESPONSIBILITY . C4)- Ibd NAILS AT 8" ANCHOR BOLT AND MINIMUM TO SOILS REPORT FOR BACKFILL MATERIAL . F . LAMINATED BEAMS TO 1 3/4" LVL RIM BOARD , 1 " SHIM AND NON-SHRINK GROUT F . NO BACKFILLING SHALL BE PLACED AGAINST LOWER LEVEL WALLS UNTIL THE LOWER 1 . ALL LAMINATED MEMBERS SHALL BE FABRICATED OF DOUGLAS FIR LARCH AT 12 C . PRIOR TO INSTALLATION OF MECHANICAL AND ELECTRICAL EQUIPMENT OR OTHER LEVEL FLOOR AND MAIN LEVEL FLOOR ME IN PLACE AND PROPERLY ANCHORED . PERCENT MOISTURE CONTENT IN ACCORDANCE WITH WCLIB . ALL SIZES SHOWN ITEMS TO BE ATTACHED TO THE STRUCTURE , ENGINEER'S APPROVAL OF CONNECTIONS CONCRETE SUMS SHALL BE PROPERLY CURED . ARE NET . AND SUPPORTS SHALL BE OBTAINED . UNLESS SPECIFICALLY DETAILED ON I I I 2 . LAMINATED MEMBER SHALL BE DETAILED AND FABRICATED IN ACCORDANCE ARCHITECTURAL AND STRUCTURAL DRAWINGS , RESPECTIVE SUBCONTRACTOR 3/4' P WITH THE STANDARD SPECIFICATIONS FOR THE DESIGN AND FABRICATION OF SMALL FURNISH ALL HANKERS , CONNECTIONS , ETC . , REQUIRED FOR INSTALLATION OF = -O' G . CENTER ALL FOOTINGS UNDER WALLS , COLUMNS OR GRID LINES STRUCTURAL CLUE LAMINATED TIMBER , LATEST E[ IT1GN AS PUBLISHED BY AITC . HIS ITEMS . UNLESS NOTED OTHERWISE ON PLANS . 3 . PROVIDE (UNITS CONFORMING TO AITC 117 , 24FVB , D . F . FOR CONTINUOUS MEMBERS AND CANTILEVERS AND 24FV4 , D . F . FOR SIMPLE SUPPORT MEMBERS . D . PROVIDE ALL EMBEDDED HEMS IN STRUCTURE AS NOTED ON ARCHITECTURAL , BL"ILDINr tU3 H . CONTRACTOR TO PROVIDE , AT HIS EXPENSE , FIELD DENSITY TESTS ON COMPACTED 1 " i i 1 • L� ,. MEMBERS SHALL BE MEMBER . WITH ZERO CAMBER WITH TOP SURFACE CLEARLY MECHANICAL , ELECTRICAL AND STRUCTURAL DRAWINGS . MISCELLANEOUS EMBEDDED RE : PLAN • 0. " 0,;h FILL UNDER FOOTINGS AND INTERIOR SLABS - ON - GRADE . - I I • 0�, STAMPED ON EACH MEMBER . ITEMS AND ANCHOR BOLTS SHALL BE FURNISHED BY STEEL SUPPLIER .4WD INSTALLED TOP OF I I '?, 7 GENERAL NOTES & DFTAiTS BY CONCRETE CONTRACTOR . STEEL SHALL FULFILL ASTM A36 . 1 . NOTIFY SOILS ENGINEER WHEN EXCAVATION IS COMPLETED SO THAT CONDITIONS MAY FOOTING o G . PLYWOOD DECK AND ORIENTED STRAND BOND . m I BE INSPECTED PRIOR TO PLACEMENT OF ANY FILL OR CONCRETE . 1 . PANEL THICKNESS SHALL BE AS SHOWN ON THE Ofaw1NIG . APPLICATION SHALL E . PROVIDE ASPHALTIC MASTIC-COATING ON ALL STEEL AND WOOD EXPOSED TO EARTH . I I BE IN ACCORDANCE WITH RECOM!"AT IONS OF Tf--E AMERICAN PLYWOOD J •- 5 . SLAB ON GRADE ASSOCIATION . F . SUBMIT SHOP AND ERECTION DRAWINGS TO ENGINEER FOR REVIEW OF ALL STRUCTURAL •, - 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 O A . THE PREPARATION Of THE Sl18GRADE FOR THE SLAB ON GRADE SHALL BE IN STRICT - - , . � •'• • S ACCORDANCE WITH THE PROJECT SOILS REPORT REFERENCED ABOVE . THE AMERICAN PLYWOOD ASSOCIATION AND SHALL MEET THE REQUIREMENTS OF OF SHOP DRAWINGS WILL BE ENTIRETY AT THE RISK OF THE CONTRACTOR . Z Q _ 4 U . S . PRODUCTS STANDARD PSI , LATEST EDITION FOR PLYWOOD . ALL PANELS Q " ° A: • �•• `C' is CONTRACTOR SHALL DIRECT QUESTIONS REGARDING THE SI%GRADf PREPARATION J K1 W .I rUC CQ�O WHICH HAVE ANY EDGE OR SURFACE PERMANENTLY EXPOSED TO THE C . WATERPROOFING , VAPOR BARRIERS , N'ATERSTOP , ETC . . SHALL BE AS SHOWN ON THE J- € REQUIREMENTS TO THE GEOTECHNICAL ENGINEER . : a.- - - c HEATHER SHALL BE Of THE EXTERIOR TYPE . ARCHITECTURAL DRAWINGS AND AS INDICATED IN THE SPECIFICATIONS . V B . MOVEMENT Of THE SLAB ON GRADE MAY CAUSE DAMAGE 70 ANYTHING CONNECTED 3 . FOR FLOORING USE 3/4 ' TO STURD - I - FLOOR SHEATHING GLUED AND NAILED ro i0 BOTH THE SLAB AND OTHER PORTIONS ( THE SUPERSTRIKTURE . ISOLATION WITH 100 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 I RE : PLAN I INTERMEDIATE SUPPORTS . WALLS AS SPECIFIED IN SECTION 1405 OF THE INTERNATIONAL BUILDING CODE . DETAILS FOR PARTITION WALLS , BASEBOARDS , PIPING AND OTHER ITEMS MAY BE '^ REQUIRED . REFER TO THE APPROPRIATE DRAWINGS OR CONSULT WITH THE 4 . FOR ROOF USES AT (40/20 SPAN RATING) EXPO=EDG I SHEATHING NAILED REINFORCEMENT RESPONSIBLE MEMBER Of THE DESIGN TEAM PRIOR TO CONNECTING ITEMS TO BOTH WITH NOD NAILS AT 4' ON CENTER ALONG PANEL EDGES AND AT 12 " ALONG 1 . ALL DIMENSIONS ON STRUCTURAL DRAWINGS SHALL BE CHECKED AGAINST FIELD u•ID RE . PLAN INTERMEDIATE SUPPORTS . ARCHITECTURAL DRAWINGS . '}' S THE SLAB ON GRADE AND OTHER PORTIONS Of THE SUPERSTRUCTURE . I I ® N it i Z 3/4" = I'-0' I 2004 42140 ARCHITECTURE, INC. 1 2 Pat, - 3'-5' 1 10'-1 I/2' 4'-4' 211-1 314' 21'-79' 41-4' 101-1 1/2'III 3 3/4" 13'-301 W'2' 6 13'-q 3/4" 13'-q 3/4' 14'2' 13'-3' 3 4" so el Of- r- 1 I 4 111 I { I __ I I ® ® ' ' '-q ' X 5'-q' X 10• 4 PIER O - - -•r £ x: . ...-. - - - - - �' x I 6 FOOTING WITH (4)-7x•5 I UJOOD FRAMING NOTES I r - - - - - - Q I I - - - - - - - - - OPP 3 - 2' I1 • LONGITUDINAL AND 4 PIER - - I-- - -- - - - - - HAND ' ' 6)-�SAN5VER5E I u L !� ---- - - N1 - �- I (TYPE B ) I ; LL I. ALL WOOD FRAMING JOISTS SHALL BE LPI/•JZ TYPE JOIST$ AS ' I - -� MAN1FACrUFtED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES 4 PIER '_ - - - sx _ - _ - _ I I Y J r + _-� I %SHALL HAVE EWAL OR GREATER CAPACTY AND SHALL Be t - I r _ A f-16'�`) _ O REVIEWEO BY THE ENGINEER OF RECORD. _ I [-II '-6"] I :I�- 1. L.Vl: INDICATES LAMINATED VENEER LUMBER BF1W5. A5 MANUFACTURED BY L _ _ .1. J L-----------_ - - I I , . .I-_ ----------------- _ s � = _ - _ - _ - _ _ _ 1� I m LOUISIANA PACIFIC, CORFbRAT10N. ALTERNATES SHALL HAVE THE SAME OR - "' �- - _ H 4 P GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL b'� I .>• _ _ - _ - _ .-.1 _ _ - NOTES. W-B I/2' '-9 I/4' 9 I/4' I _ .I I •` I -- tl1 ----- --- ---- [ (1 4 PIER u 31 D IPPK.ATES GOLW-W DOYW OILY- MULTIPLE 2X FRMTINg NOTED I- ! I r I PIER to ON PLANS. r \\ I ,O A. ■■ INDICATES COLWIN UP AND DONH UNLESS IT DEARS ON 4' SLAB-ON-GRADE b • - - - -- [-11 '-6`] ® I ,,, I I - I U) ;-' CONCRETE HALL OR FOOTING BELOK OR IT IS LABELED UP ONLY. WITH 6X6 W2.1 X 2.1 .O 51.31 q '-✓g I/2' W.W.F. RE. ARCH. FOR ' _ I I 5. t 1 INDICATES TOP OF BEAM ELEVATION oR PLATE HEIGHT ELEVATION. A [ 162 �g� -16 COLOR AND FIN �M _ ' ' [ I �A O - - - - - - - - - - - - - f 1 6. �-INDICATES TOP OF STRUCTURAL FLOOR SHEATHING REQUIREMENT -- --- =- - - --J- - - 3'- ' X 3'-q ' X 10' - - U ELEVAnOPL - 1 -1I '-11 1/2' / =- . -- - -- - _-x-•_ '- _ -- _ !O HI WAY 1(TYPE A I I F 1. HEAVERS SMALL BE (3)2X6 UNLESS NOTED OTHERPA5E ALL / - EA n HEAVERS SHALL BE BURT OUT TO 5 1(2• (3 1/2•) WIDTH BY I TOP OF / - - - - - - - - - - - - - - - - - , ' 51.31 4' AB-ON-FiRADE ) r ADDING PLYWOOD SPACERS AS REQUIRED. Y SLAB (-16'2•) T I / A - A WIT 6X6 W2.1 X W2.1 W - ------ ' T5 1144X1/4 T.S. 14X4XI/2 I I I I 6. ALL COLIR-TN$ SHALL BE (313X6 UHI-E55 NOTED OTHERWISE. WALL STEP / / I I _ = I WIN. REI ARCH. FOR 4. WOOD G0.L�-Ufs SHALL BE CONTINUOUS FROM FLOOR [_,2'2 I/4"1 / / / GO UMN I 1 T.S .COLUMN 1 rt. -I ' - - - - OR AND FINISH TO FLOOR OR BOOR TO ROOP1 TRIM-WETS SHALL BE ADDED TO r ? FOOTING 1 t ----� EQUIREMENTS /' \ (J� NOTED COLIIMR. 5UES AS REWIRED. I : / - - - - TEP - -I - I COLUMN - lV/ D. 3 - t - - T - 7- - - - - I I - - - - - - m - - 1 1�" :v v2' 10. I NOCATES INTERIOR BEARING WALLS, FLOOR JOIST$ I + _ TOP BEARING LOCATIONS L LIPS UP WITH STUDS BELOW. Q I / - _ _ _ _ _ _ _ _ _ I - - - - - - - I I h SHALL TEP ! r ' f- !6'2") \ \ SLAB F 0 11. ALL EXTERIOR MALLS SHILL BE CONSTRUCTED USING2X6 (- 6 2'J T STUDSI REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL 1 •'1 / I 1 I I I I - 0 J - I T.S. 14X4 I/2 1 1 \ \ WALL STEP INFORMATION, EXTERIOR STUDS CAN BE SPACED 21-0' FOR b / J I I -�--- I COLUMN X \ \ HALLS 5HORT ea THAN IO'-O', STWS SHALL BE SPACED 11-4• rP j / I I ` I I FOOTING FOR HALL SHORTER THAN W1-0• AND TALLER THAN 101-00. 1 j _-:= / FOOTING 0. I I I 1` I = L Xl/2 I .- - tl1 STEP I J I J = I I ` € I ! - - - - - i _ STEP - - - - - - \ I - 2. ALL B WITH5I M AND TEAMPL PLATE Cr HNEG ORS UN SHALL BE -.�. DwDeRw MvSON STEM PLAre CONPEGTORS UNLESS NOTED _ / / I T I I m I I I -0• , �\ _ - - 13. RE= ARC"TEGTU2AL DRAWINGS FOR LOCATION AND 54ZE OF I , 0 I^, a � ► I 0 I I I I 0 ROUGH OPENINGS IN 94000 STUD WALLS, (�`T I I FOOTING ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR ` \ I ! - I AT 1 '-•4' 2 I - I h ry I I 12' LPI/32 D - - - - - "�- I I STEP I \ PRAMING DETAILS, 0 1 AT I ,-4. 3 - . - , s it \ \ \ '� . . .. . . .. . . . ........... . I I a 15. ALL EXTERIOR WALLS SHILL HAVE CONTIPLOI/S STW3 FROM :IT - .r' ':- - I I I : J • I J I , I \ - - \ j11 0 _ I I m _ - 3 \ 0%NER )EVELOPER I t = Y \ FLOOR TO FLOOR OR FLOOR 70 ROOF (INCLUDING RAKE WALLS). - 41 13/4' i _ Q I I I I or FOUNDATION NOTES:_ I l I ply - - o # I 0 VAIL RESORTS ors\• I WALL STEP �� - - ! 0 I - I I ' I ® - \ I I �" LVL IN-LI E l 'a x 12' LPI/32 I I ry h of , AT 1 '-40 I 7 I. DArIrI ELEVATION o1-0' EQUALS IfiElS ELEVATION 6016'-4'. \ , FOOTING WITH SHEAR LL " ' ,' II 3 AT 1'-4• 1 �- AT I '-4' I I I = ` DEVELOPMENT 2. lXXX1-X'I INDICATES TOP OF FOUNDATION WALL �ELEVA 10N. \ \ \ STEP I 3 I I I _I -i- j I 1 Il •-1 ' I 13'-11 /4" I I COMPANY ' \ I I 5 MP50 HDI5 TS 4X4XI/4 I I P. _1� I 3. (XXX-X-) U0IGATES TOP of FOOTING ELEVArIOPL \ \ I OFF BOTTOM '-1 I/2' 1 I '0 AVON, COLORADO A. CONTRAGTOR SHALL FOLLOW ALL IREWtREMENTS LISTED IN SOILS \ OF FOOTING I .. j°'� 6X6 COL. REPORT. ' \ _ _ _ - 1`11- 0302 _ 5 EP TTOM r -1 1 _ :vZa urec.-[ of ! 7sTR:� -- .. �. � 1 I 1 3 12' VL IN-LINE 1 Q I WALL STEP 5. CCONTRAGTOR SHALL PLACE CV-85 VERTICALLY FULL HEIGHT OF I / WALL AT HIGH SIDE OF ALL WALL STEPS HIGHER THAN 4'-0' IN Q - - ' . . _ �- -- ' - -'-"'° -_ -`-", SS+'1""" ; , - I I WI SHEAR WALL _ I ADDITION r0 WALL REIIVFO�.EMENT 5HO9N OTTEIi9J15E. i - - - -- -- . _ _ _ STEP BOTTOM FOOTING I / . C . 3 ""'' _- _ _ _ - _ _ -� _ - _ - - _ _ gF�Op-T{NC,_ _ - _ - I ry I I i STEP 1� I II 4 6. ALL FOOTINGS IN CRA LSPAGES SHALL BE BAC/C FILLED HITH - r = ---=_-- I f-)5' 4') 51M?SON HDCOrIPAGTED STRUCTURAL FTLL r0 THE TOP OP THE FOOTING - " :: - - - -- _12 -0N -12'-0" 4X4X SIM N HDI5 , 3'-1 1/�'MINUAU�H, ULESS NOTED OTHER"5E ON PLANS OR SHOHN ON SIMPSON _ ---- ON bXb 3 1 I ' COI-UMN 1/ ON 6X COL. J 1 STEP BOTTOM HDSA I - - - TOP OF I : TOP OF OF FOOTING / *ARP nE x 3'-O' DEEP FOOTING 1 51MP50 A h r ! _ L - / VM 1. FLOOR ELEVATIONS SIi09A/ ARE AT TOP OF SIAB OR AT TOP OF FOOTING I I WITH (3)-x5 TOP AND I J I HD5A !j i J I PLYWOOD T I , I PLYWOOD I \ `� - ..:SF F INGM - - - _ - - - - - - Denver. Colorado PLY9POD FLOOR SHEATHING. 1 BOTTOM J I 'r J 4'-b' X 4'-6' X 1 =2' 10 STEP I I - i--Al.. 1I FOOTING WITH (5)-x5 I I STEP BOTTO I � _ _ _ _ _ �t�srti24��'�u:R 6. BE LTOWERED DUE ELEVATIONS GOWN TIONS. VERIFY CHANGES NEED I ( I I , 1-- I AGH WAY :�- I _ ��{IN - ' Cam_ _ __ _ _ _ _ � - e�+ / I7ES1CN AX0 e rticr STRUCTURAL ENGINEER I I. ._ - �.- - - ---- - I '-b' X 3'-b' X 6" �I 4 - - - - - - - - - - - iMP50N HD1 f-!6' •) 1... 1 I � I ' I X- `T : N 6X6 COL. T SIMPSON fIMT II10WERTOI\ 4. PLACE SLAB ON GRADE ON STRUCTURAL COMPACTED FILL OR 0 7 - r -- ------ EP F TING WITH ' x 4'-b' X b' X P�• - ` DE 00 - NATURAL GRADE AS OUTLINED IN 501,$ REPORT. � FF- ' ! 1 I (3)-x5 EACH WAY I €- = I - 3 ` L ,, - HDSA I . I; _.... . ! Q 1 FOOTING WITH (7)-x5 gE ING LL I 3'-0" DEEP FOOTING I M:w YORK, NLWYOR.e IOC UNLESS OTHERWISE NOTED ALL SLAB ON GRADES ARE AN rHHUC I : _ _ _ - - - . .- 31 _ . - � I (3) 2144 . 1 - (A r I I '? TRAM VER AN (5)-x J p A E J WITH (3)-x5 70P AND I I WITH 6X6 W2J X H2J HELPED HIRE FABRIC. --_--- - - -- . . . ! m 1 6 ` - I LONGITUDINAL TOP 1 I ' : I A I BOTTOM I I STEPTING '. _ (2T-12rLill- i __ - f ... I 1 AND BOTTOM ( 2X4 N-. I SIIZLCR,R:V HVC V1:I:R H. PROVIDE CONTROL JOINTS OR CON=STRUCTION -PINT$ AS 5401-W ,0I ' BELOW SHEAR WALL ABOVE •1 � I OO" X 2'- X 10' r � ^ I - .H SA %roA ,LS. lvr ON FOUNDATION PLAN. MAXx'W SIZE OF EACH AREA SHALL NOT ! I I _ FOOTING IT r --- ....{ I - .. _ I I I . I -- - __ �- I .-._I Rte:b.\('7N. (bLiJ4Vh�L. FJHGEC-D 229 FT ? ry I - : I I FI (3)-x5 EAG ;k1AY ':"'�._ I F pc�N 1.W N1 I 3'-6' X 3'-6' X 6' I T i I : I `_ I --- _ I I Q N�EU4\'�dC.LL EL CI RICLL LVG.N,LFR 2. CONTRACTOR TO COORDINATE ALL DIMENSIONS AND DETAILS - � - I 11 I I H NGER I I K +- _ DEEP FOOTING WIT I j x - ---{{{ - - l p ' N4E LNL VEL25, LtiC PATH ARCHITECTURAL ORAHINeS. r I I SIMPSON IUT ' •-- _ -� r 1 AGH END f3)-x5 EACH WAY 13. CENTER FOOTINGS UDDER HALLS AND G0.1A•rt+s UNLESS T STEP I I = _ I HANGER (TYPE I I , C• .II« J _ _ 1 L I : _ --- - T i ' - - - _ . I U4ILLVG'INEER DIMENSIONED OTHERWISE ON FOUNDATION RAIL - : M : 1 hI r-!5_-4`) t -r1- .. --- -'Y3 L,YL--- I- 1 _ _ I - gi - , '_CT'..X. 2- . O' X O° I - - - ----- - -12' LVL --- - :�rlvF I.' lv� L ,avc:, IN,c t4, REFER TO ARCHITECTURAL DRAWIPYf FOR STIR FIiM1iNG DETAILS 1 ® - 4,-O• .1QI�4�' 2 _6 _ _ .- -<-13=T I/4> I I Ul ; -,OOTING WIT I �f .. - . I �'rU!q W_OR1W 1 I �_ 1 BELOW SHEAR WALL ABOVE 0 AND LANDING SLAB ELEVATIONS. - 1. - EAG - 1 ! h - 2XIO I 1 � I I HIM i3)- ++ 19. ALL SITE HALLS NOT SH709di ON THIS PLAN SHALL BE BUILT PER - ! ..,,� v J AT I '-4' 1 T; _ 1 ce. ARCHITECTURAL LANOSCAPE PLANTS, DETAILS AND ELEVATIONS. I - r ._ _ - - -- I ANC, R I 1 ` • I I _ In Ip AT x6 I I - I EACH EN I a Y I I I ROJECr w1BER 6zs5 SITE WALLS SHALL NOT BE CONNECTED TO THE BUILDING UNLESS I I x ------ r NOTED OTHERWISE. I I : I •. I n i-.a I I J -!3'-0 1/2' ) �_ I 1 I -t"- T- - --F J = I I m I _ I HALL h I I r - Q TOP OF I - -191_oi[!C�_ .: �. J - -Ih -- w: -� STEP Q 16 _ INDICATES CONCRETE WALL AND FOOTING CONSTRUCTED UNDER I 1 - 16'2" I L \- PLYWOOD 1 3 - .__ ... . . -_ j . ' ' ISSUE REVISION DAI-E SEPARATE PERMIT. _ - --- - -----(2)-q 1/2' LVL 9 1 I OO,TING - <"=13`-T ( I C �� � �°'' EjP OF STEAL_ . I _:h x r� xh ( - ;2'-6 I I 1 CJ I 2x10 - - _ 08 CO:�SIR DOC 92104 I1.OX INDICATES SHEAR WALL -RE. SCHEDULE FOR AW 40R BOLT 5PAGING 1 I (RAWLSPAGE , : 1 1 I ' AT 1 '-4' ( - I Q SPACING AND MOLD-DOWNV56 I I CKFILL (_,�':8 1/211 _} I - ---- ® 1 I n FLtiAL CO.W. 01.03.05 - -O 1/2' , Iv T T 3' OF I {4 I I I r PL4N RE VIE W _ - J O OF I h CORKECII04S 0 ,07.05 - _ - I PLYWOOD - F�NG 5PAGE I I SIMPSON IUT _ ( I - _ FOOTI :dG " I - _ (?J q I/2' LVL - T ST€�j ;_J @p FILL I HANGER (TYP) ® ADDE VOLM 5 051605 I - I I I I I I I I q OPENING FOR I DUMB WAIVER SHAFT. GRAWLSPAGE - - - ^� 3'-O' X 3'- ' CONCRETE ACCESS OPENINGS r • ! PIER. REIN GRCE PER 6/°A.31 . O 0 I I _ (� 6 x26 ) ' - AT I '-4' 2 I -- ------ --` - --____ _ TOP OF PI _ _,312• T _ O I I RE. TUNNEL F N12ATION PLAN ' - __ r TOP OF 5LA AT GARAGE r FOOTING CRAWL )PAC O ING FOR _ ; - l - °-6 i'"G - f2 6 ACCESS 2' PIE X 3' O'2RGONGRETE 2X1O TREATED TOP OF PIER = _13 E .31 , S� I 12" LPI/32 I I 0 L I A. 3 - x �4- _ -__ -■ _- __l� - - ---_- - --- ■- � SEDGER WITH R 1. TUN DATION PLAN � ' NEL FOUN AT 1 '-4" 8' EXPANSION r (10 '-3 3/8') 1 HOR AT I '-6' T OF SLAB AT GARAGE WALL , 6 1 RE = 81 .32 FOR - - - + STEP 9 - � I SHEAR WALL &CI QED LE I r o _ .._--- . . . ._. . - _ _-------------------------------- ._.._.. ...._ t A a i - 6 z ') WALL (5) Crawl Spaces: Crawl spaces �- 1 -- �-. d-®- H-� 1 1 I 3 � i, I STEP accessible through an open ,ng not greater than twelve ( 1 _ ) 3 square feet in area, with five �eet ' ■ ■ (5•) or less of ceiling height , as •' ` I ! ' BC11LO1NG # 3 0 A measured from the surface of ZOO ■ - GAR \GE LEVEL FR1LtiG the earth to the underside of 13' 4' 21'--7 1/2' 26'_q 13' a' / �' AND FOUNDAlZON PLAN ' structural floor members of the - \ ��pf�Al7 � v floor/ceiling assembly above. E3 U f L E) IN r� #3 n A RAC E L E F E L P FR >� � f Nc 1 I L ,9 AN ED FOUNDATION F`ILAN 1/4, 1 '-O• As 14'-I I/2' 25'- 11 ' i 0 � o F r � \R•CO�-O o U - �d s 5 : © 2004 42140 ARCH(TECTURF, INC. WOOD FRAMING NOTES : 12. ALL BEAM/BEAM AND BEAM/COLUMN CONNECTIONS SHALL BE MADE WITH SIMPSON STEEL PLATE CONNECTORS U44LE55 NOTED 1 , ALL WOOD FRAMING JOISTS SHALL BE LPI/32 TYPE JOISTS AS OTHERWISE . _ MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES 13. REL ARCHITECTURAL DRAWIN05 FOR LOCATION AND SIZE OF SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL BE ROUGH OPENINGS IN WOOD STUD WALLS. REVIEWED BY THE ENGINEER OF RECORD, 2. "L.VL.° INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY 14. FR. ARCHITECTURAL DRP.ININGS FOR HANDRAIL AND STAIR ' LOU151ANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR FRAMING DETAILS. GREATER CAPACITY AS LISTED IN THE STRUCTURAL GENERAL 15. ALL EXTERIOR WALLS 5F .ALL HAVE CONTINUOUS 5TVD5 FROM NOTES. FLOOR TO FLOOR OR FLOOR TO ROOF (INCLUOING RAKE WALLS). RE : 51 . 32 FOR 3 . [1 INDICATES COLUMN DOWN ONLY- MULTIPLE 2X FRAMING NOTED ON PLANS. COLUMN AND PIER COLUMN AND PIER COLUMN AND PIER SHEAR WALL SCHEDULE 4. IItj INDICATES COLUMN UP AND DOWN UNLESS IT BEARS ON CONCRETE WALL OR FOOTING BELOW OR IT 15 LABELED UP ONLY. 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. ] I 6 6X6 3 4 ' r ^ b. +— INDICATES TOP OF STRUCTURAL FLOOR SHEATHING COLUMN 5411 _ ELEVATION. _ 1 14'-O" - - - _ . 1 O 1 . HEADERS SHALL BE (3)-2X0 UNLE55 NOTED OTHERWISE . ALL 6X6 6X6 - ` _ _ _ _ _ _ - i ■Wl HEADERS SHALL BE BUILT OUT TO 51/20 (3 1/2 ") WIDTH BY _ _ — COLUMN _ — _ COLUMN f _ - - - - (2)=2x12- - - - - _ - COLUMN AND PIER COLUMN AND PIER COLUMN AND PIER r ' ADDING PLYWOOD SPACERS AS REQUIRED. - - - - ' - v 4 1 I 6XL - u 0. ALL COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE . - - - - - -- _ - - - - -_- (2)=2X12- - - -- ---- i - -- � - 1 COLUMN 11 b 1 9. WOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR TO FLOOR OR FLOOR TO ROOF . TRIMMERS SHALL BE ADDED TO - - - -- - -' Y - ! 9 '-0 1/2° 1 '-9 1/4" . '-9 1/4" 1 9'-6 1/2° t - I _ 6X6 6X6 -- - - X " - - - -- _ .-- - - - (2)-2X12 - - - -.. . _ _ - _ . COLUMN COLUMN 1 NOTED COLUMN 51ZE5 AS REQUIRED. - 1 - 10. �TlTT.� INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS I I (2)-2X12 - 1/4" STEEL SADDLE BEARING LOCATIONS SHALL LINE UP WITH STUDS BELOW - X WELDED TO STEEL (2J-2X12 J AT 1 '-4" 10 COLUMN (2)-2X12 - AT I '-4' �+I tv II . ALL EXTERIOR WALL5 SHALL BE CONSTRUCTED U51NG 2X6 0" '3 TS 14X4XI/2 -- - =7 STUDS. REFER TO EXTERIOR WALL DETAILS FOR ADDITIONAL W 1 I a INFORMATION. EXTERIOR 5TUD5 CAN BE SPACED 2'-0" FOR 6 t-0`�-2" FRAME COLUMN WALLS SHORTER THAN 10'-O STUDS SHALL BE SPACED 1 '-4" �" �•f�-�� HELPED TO _i �1 4 1 O STEEL FOR WALL SHORTER THAN 14'-O° AND TALLER THAN 10'-O°. LYWOOD _ __ COLUMN T -2X12 I U _ _ _ _ . - - - - . - . . . _ ---- - ---- - (2J_ f - a V c - - - TS 10X47(1/2 � 1 T5 14X4XI/2 I 1 1 AT I '- 4" X (2)-2X12 1 ^ \ (3)-9 1/20 L.V.L. <-0-3 3/4"> FRAME COL 1 - .3 tQ } AT I '- 4" (5)-2 6 I , V T5 5X5X114 1 T5 4X4XI/4 -p• 2" COL N I _p•_I • COLUMN UP; I UMN - - �� TO OF TOP F - . 12" LPIr32 PL WOOD 0 -- - - - -- -- - - - - - - - - - -- - -D -- - --� 1/4° STEEL SADDLE h AT I ,_4, I --+- -T -- - - --. .._ TS IOX4XI/3 - - - -- -- - - .. - - - -- - --- - - - - -- -- - - - --- -- A (n D 3 - - WITH TOP FLANGE - _ 4" TEEL 5ADDLE V r 5KENED AT-45 � — - — - — © I <-0-3 3/4"> (3)-q I/2' LVL TH TOP FLANGE 3)-9 1/2 ° L - SIMPSON ° E ED AT 450 O >� (2)-12 " LPI/32 HGU 410 I TS 5X5XI14 AT 1 '- 4° > HA R 1 COLUMN UP; '�* -O'-I " 1 COL N I $ EAG END . - _ - _ (5)-2X6 DN C - - - - - ! : 12" LPI/32 — I \ TOP OF (4)- 12 " L .V.L. I/4" EL - - - - i AT I '-4" ; N T5 4X4XI/4 PLYWOOD J 5 E PCLOED - : I ! COLUMN 1 � J2" LPI/32 TO YJEB - - - - - - - - -� -- — - - - — - - - - - - _ --- - - - - - - - - - B AT I '-O° J - - - I/4" STEEL )-9 1/2' LVL I UP - ! (5)-2X6 SADDLE WELDED � COLUMN TO BEAM WEB 3 Q ONLY I \ \ AT LPI/ AT I '- 4 12 " LPI 2 —Y- - N AT 2,_O„ N - 1 IU fg! Ill \ 3 (4)- 12° L.V.L. `- 1 1 f!1 - _ 1 I 12" LPtl32 - -_ IN 3 O 4NFR JFV 7 W FH ;tJ I PROVIDE OPENING - - - - - - PROVIDE OPENING ` 1 1/4" STEEL FOR FLUE FOR FLUE • i SADDLE WELDED: RE : MANUFACTURER - - , R� ; , MANUFAGTURER I X (V 43 12° LPI/32 I VAIL ,SORTS (2)-12 " LPI/32 TO SEAM WEB SPECIFICATIONS : • fiQ GIFIGATiON5 I T 12° LPI/32 AT I '-4" AT 1 '-4° - I I FOR SIZE ® I '- - ..i_.� F�Jfd SIZE 13 ^�� AT 2'-O" 1 DEVELOPMENT (4)-12 ° L .V.L . 3 DEVELOP MENT COMPANY i � TOP OF O LY - SIMPSON Fill"1/4" STEEL SAD LE (2)_12" LP1132 ! 4 AVON, COLORADO \ �. . . ABOVE WALL .3 PLYWOOD 2 4° I - (5)-2X6 WELDED TO WEB HANGER AT I '-4" ! naceiu. . ial atn - M �. RE; ARCH. FOR COLUMN EACH END (3)-12 " LVL LANDING = I r . - . � 1 _ - _. -. � . � : ELEVATION AT IPI/ 2 _ Fed ELEV � O' O' i - -T- - - - - - - - D _ _ _ _- ; o I PLYWOOD ' P*ARC-02X4 B RING WALL( ) Sl P50N MSn2 UP ON Y BELO LANDING 2 4" 4.- SHEAR WALL T[crUnE TRA (WRAP - O • ABOVE Denver• Colorado D LVL BEAM : (2) SIMPSON MS 2 2X0 T 4X4X1/4 RE : ARCH. FOR - STRAPS (h.2AP AT 1 '-4" :} LAN IN6 � '-'_ - .. __ G3)-12' LVL D 5 D5 ABOVE) AROUND LVL BEAM COLUMN I 12" LPI/32 — _`I - - - N • -- - - --- . - _ *� �. ELE °�-• �' - nl4sruzL�.uNLa g - • TO 5TUD5 ABOVE) 12" LPI/3 (3 -2X10 _ _ _ — - — - — - - - - - & AT I '- 4" - Ate+-4' - c0 - — - - — .L21=13' ty� - — - - --r-+ C Ducv ucuu- La r 2 B I LL UP ONLY HART I HOWERTON E3 J T A = BEL LA DING it (2) SIMPSON MST NtwroLC NEW YORK O --- s--- � ._ �_-� .�-._ � , - - � T 4 0 _ I (2) SIMPSON M5T'l2 a _ notes . �'- `'�' - L N AT 1 '-4" 5TRAP5 (WRAP AROUND LVL BEAM go ,- - - -- - - -- -- - --- -- - - - - -- - - - (3)-2X4 __ _ T A - _ . - - . ® - � .. - - - - - - - --- - -- - - I AROUND LVL BEAM i i O STUDS BOV JTRLKaLTi.U. FA(a�3FF.A i COLUMN STRAPS rOPEN 4 1 A (3)-2X10 . i2 ' LPI/32 TO 5TJD5 ABOVE) I IIO eroNaoLe: nLVSisLLLNGLVU.ai, ;.uc E3 1 I - -- --- ' ' - ® 43 AT I ,_ 4.. II 1VON. COLOR.\DO E 3 -+2' LVt . 5 I ! ! I a �rncH4nm a G nLULt LUFVGn�ea r r - -- - (4)- X6 --- r J (3)-2X4 g a evoN, cowawo GOL r COLUMN 6 -- -- - --- I -- - - - -- - - - - - - - ' _. . -- - - MIR. FNcINFPH 12" LPI/32 - 51 - - _ - . . . . _ _ - - _ - . -. - - - - _ - _ _ _ . _ _ _ ;Ua•LNE LNGiNEDUN G. 1NC AT 11-4m ti -- OPEN - _ --- ro U - ---- - - UP 51MP50N HU I (3)-2X4 _-- - - -- - B' I . -- - - - t ONL I HANGER COLId" N _ I 1 ry UP -- -- - p 4 _ (2)-12" L.V.L. UP j Z i (4 -2X6 - _- - -). i RO] ONLY (3)-2X4 ONL a - G LUMN UP ® I a F( i NL b{BF.R 6285 2) 12 ' L. 3 J COLUMN 0 (2)- 12" - - - ONL 12" LPtA32 1 - ! Up J 12 ° LPI/32 __ - _ L.V.L.- - - i -. ._. ._ _. - -_ --- - -�. AT N9 - ISSUE REVISION llA"1H 51M N I (4)-2X6 T (5)•2x6 - _ 1 Up ry OAC,ONS'1RllOC. 9.24.04 COLUMN _ Q COLUMN AT 1'P4'32 `HANP`�N ONLY UP ONL'f �- ONLY 1 FINAL CONST. 01 .03.05 I X4 AT 1 '-4 " — - W U -. PIAN ORRF 110 -- — — ^ — — — — _ — � — -- (2)-12' LVL ti _ RING WALL ON ` - t - — — — — — 2)-12" L.V.L1 - -- — — -- 2 LPIr3 I O UP IMUM SPACING I _ .-`--- -- - (2)-12 " L .L _- - - - -- -- - - -- _ AT 1 '-4• 2 J ONLY - 3 VS U40r0� M/VC a 1 - - Q6 ADDhNDLbi i OS.1G.05 1 r i - BE.ILEEN_ L^L� S) 1 :1 I a (4)-2X6 UP --- -- - -- --- ---- -- - -- - - I - - U93 h T COLUMN ONLY _ 12° LPI/32 1 - -ELEVATED — 1TLP t� AT 1 '- 4" j I 1- B€LOW I TRUGTURAL 5L I -I ---- L MN - .. - - - - _ lea 4 AT 1 _ -_" � It 44 AT I 4" ELEVATED SLAB I _ - - - - - - - - - - O (CANTILEVER i = =..1 1 BELOW BEA I ALB 5' - - J - - - — - - GO gg T OVER WAL!.J 2X6 =-- _ �_ - - - - - °- r WALL _ I AT I '-4 PRECAST 5 - ( 6` B _ - • i I - •L• _= MAXIMUM 3F'AGI � STEP i� I - -- -- -- - -- --- - -- - - ONLY 1 - I ELEVATED WALL BE IOW 12 L/32 - 1 [a-6 ] - -- - - j [o O '] [2 -b ] RUCTURAL 5LA - 2X12 BLOCKING -- " - _ - �: r " =._ ::' - c ,_,> i:- - -:,:. _. .�'.- _ ? ..:t ? 'F: - =#. . ... rya _ - - ._ >;" ° - - BELOW LEVAT L� SL - - - - _ i I R - -- -- -:' ��„- -.ate „ • ::: .... .,,: s..�„ ....-.A. .....:_,<_, ... r ..-_ � ._. - - EW - __ - - - - - (CANT LEVE WITH (2)-8d TOE-NAILS -- -- — -- - - - - - - A. 3 - - — - I _ — - -- - a - T 2X6 — OVER WALL) 1 E A EACH SIDE TO RAFTERS -_- AND (4)-Bd TOE-NAILS I 2X4 AT 1 '-4° 0 i AT I '-4" LL r WA TO BEAM 12 RE . ARCH. I - HALL WALL ON -I }. I STEP 6 / 6 LL ABOVE 54.11 i O STEP � }. - £ MAXIMUM SPACING b 4.3 D BELO+^! i STUB WALL ABOVE BETWEEN WALLS) - [2 6`] [O -on] / E EVAT . . ELEVATED SLAB = `0 - - -- - � ED SLAB : :' i x, . _ .«�` .ak _ R-".-' -. s. m.0. i ? .;.Y x 1 - - r A 6 2X4 AT 1 '-4" r WALL I 1 112' ALL STEM WALLS OVER BE IN L I - IO STEP - _ j PRECAST SLAB ARE XIMUM 5PACING 6 - STUB WALL ABOVE - Q 3 AA 1P BELOWE STEP I 0" THICK Q BETWEEN WALLS) HALL ELEVATED SLAB p ELEVATED SLAB 1 STEP - ROOF RAFTER BL"lI,DLV(� #3 . z-'. '-�- _ MAIN LEVEL WITHE BEAM U ILP I1 `( 3 I I I I `L LEVEL EL � I ® I I I II Yri FLAT ` I 1A1 •\ TOE-NAILS TO 0 � Py H'RAMIVGYI .:1N RIDGE BEAM � � ' ', TF,a�,• rd WOOD BEAM 11411 = I '-0° 1 1 n O S d + WITH (2)- 1/2 "(X12° I! •� ++II LAG SCREWS TOP 2X2 BLOCKING I AND BOTTOM (RE : ARCH FOR DIMENSIONS) 10'-2 1/2° 2'-b" II '-2" 2'-b" 13'-9 I/2" 13'-b I/2' 2'-6" u '-2" 2'-b" 10'-2 I/2° :0 lot `c WOOD BEAM R6 PLAN TIMBER BEAM - •y lee o (REe ARCH FOR DIMENSIONS) (� 1'I-p`� �QfiCO�t,� i BEVEL TOP OF BEAMS 25 '-II '• I4'-I I/2 ° 14'-I I/2' 25'- II ' ro AT ROOF SLOPE SECTION 1 1 -1 • 3 (4 3,'4' = 1 '-0' _l) 05 � a 122PEAR WALL 5CPEDULE WALL FRAMING SHEATHING AND BLOGKING REaU1REMENT BLOCKING/RIM SILL PLATE FLOOR TO FLOOR FOUNDATION ANCHOR BOLTS I� 2004 42140 .ARCHITECTJRE, INC. 12. ALL BEAM/BEAM AND BEAM/COLUMN GONNEGTIONS SHALL BE TYPE REau1REMENTS FASTENER PATTERN AND ATTACHMENT TO BOARD ATTACHMIENT ATTACIYMFNT TO HOLD-DOWNS HOLD-DONNS WOOD FRAMING NOTES : MADE WITH SIMPSON STEEL PLATE CONNECTORS UNLE55 NOTED NNO. ON PLAN) ROOF OR FLOOR TO WALL PLATES FLOOR 5HEATHING OTHERWISE. _ 5hFATH'�' I . ALL HOOD FRAMING J015T5 SHALL BE LPI/32 TYPE J015T5 AS 13. RE . ARGHITEGTURAL DRAWINGS FOR LOCATION AND SIZE OF (2)-taYER55/8' MANUFACTURED BY LOUISIANA PACIFIC CORPORATION. ALTERNATES 2X6 STUDS AT GYPSUM BOARD 1 V4" RIM BOARD (Q-10d TOE-NAILS (2)-ROHr 16d V2' 0 X 6' ROUGH OPENINGS IN WOOD STUD iootALLS. 1'-4• WTH ONE SIDE OF WALL OR I-J015T WTH IOd AT EACH BLOCK NAILS AT 6" -WA- -WA- EXPANSION SHALL HAVE EQUAL OR GREATER CAPACITY AND SHALL Be A 2X SILL PLATE WITH 6d COMER NAILS AT 3' ATGHOIR REVIEWED BY THE ENGINEER OF RECORD. 14. RE: ARCHITECTURAL DRAWINGS FOR HANDRAIL AND STAIR NAILS AT AND C j BP4E PLY ILA 6d FRAMING DETAILS. 250 tR NAILS AT T 2. "L .V.L ." INDICATES LAMINATED VENEER LUMBER BEAMS, AS MANUFACTURED BY AT FACE PLY i LOV151ANA PACIFIC CORPORATION. ALTERNATES SHALL HAVE THE SAME OR 15. ALL EXTERIOR HALLS SHALL HAVE CONTINUOU5 STUDS FROM I v4• RIM BOARD OR GREATER CAPACITY AS L15TED IN THE STRUCTURAL GENERAL FLOOR TO FLOOR OR FLOOR TO F'_OOF (iNGLUDING RAKE HALLS). 2x6 5TUO5 AT 15/32' PLYNOOD I-JO15T WTH (2)-ROWS IOd TOE NAILS (2)-ROWS Ibd V2' o x 10' NOTES. 8 V-4' WITH WTH 10d NAILS AT IOd NAILS AT 4' AT 2' OR 51MPSON NAILS AT 4' RE: PLAN RE: PLAN ANGHDR BOLT 16. O INDICATES SHEAR HALL PER SGHEDVLE . 2X SILL PLATE 4' AT PANEL EDGES OFFSET ROH9 v2' A35 CLIP AT 1'-4' AT 1'-6" 3. ❑ INDICATES COLUMN DONN ONLY- MVLTiPLE 2X FRAMING NOTED 460 MINitt" ON PLANS. SIMPSON M5T60 SIMPSON HD6A 4. INDICATES COLUMN UP AND DONN UNLE55 IT BEARS ON 3x6 STUDS AT 15/32' FLYYNDOD 13/4' L.V.L WITH 51MP50H A35 CLIP (2)-ROIw 16d STRAP EACH END EACH END OF 3/4'm X 10' C! G V-4' WTH WTH IOd NAILS AT (2)-ROH5 IOd NAILS AT 6' WTH " NAILS AT 3' OF WALL U.N.O. HALL U.N.O. ON ANGHDR BOLT CONCRETE HALL OR FOOTING BELOW, OR IT 15 LABELED UP ONLY. ' 2 3 3X6 SILL 2' AT PANEL EDGES AT 3' OFFSET Rows X I V2" NAILS ON PLAN PLAN AT 1'$' l'10 PLATE V20 MINIMUM 5. < > INDICATES TOP OF BEAM ELEVATION OR PLATE HEIGHT ELEVATION. 51 2M LTP4 SIMPSON M5760 SIMPSON HD6A V J 6. INDICATES TOP OF 5TRUGTURAL FLOOR SHEATHING 3X6 STUDS AT 15/32' PLYWOOD (2)-1 3/4' LVL. WITH A7 6' WTN 16d (2)-ROW516d STRAP EAGN END EACH END OF 3/4'0X10' rte , ELEVATION. D 1•-4" WTH EACH FACE WTH (4)-ROWS IOd NAILS NAILS NAILS AT 3' OF WALL VNO. WALL UN.O. ON ANUNOR BOLT W - I 3X6 SILL IOd NAILS AT 2• AT 3. OFFSET RON6 (ORIENT PLATE ON PLAN PLAN AT 9• 1. HEADERS SHALL BE (3)-2X0 UNLE55 NOTED OTHERWISE. ALL 1340 PLATE AT PANEL EDGES V2' MINIMUM VERTICALLY) HEADERS SHALL BE BUILT OUT TO 5 1/2 ' (3 1/2") WIDTH BY NOTESS H ADDING PLYWOOD SPACERS AS REQUIRED. L ALL PLYWOOD PANEL EDGES BAGKOP WTH FRAMING MATGHINO REMIRW 5TIA THICKNESS. O 9. ALL COLUMNS SHALL BE (3)-2X6 UNLESS NOTED OTHERWISE. 1 ' ' 2. ALL PLYW000 PANELS SHALL BE APA RATED EXPOSURE I SHEATHING. 3. RE, SECTION 5 ON THE -GENERAL NOTES AND DETAILS' SHEET FOR TYPICAL HOLD-DOWN INSTALLATION DETAIL. 4, EXTENT OF SHEAR WALL DENOTED BY w q . HOOD COLUMNS SHALL BE CONTINUOUS FROM FLOOR 5. IN LIEU OF 3X FRAMING, DOUBLE 2X STUDS GLUED AND NAILED WTH (2)-ROWS 16d NAILS AT TO FLOOR OR FLOOR TO ROOF. TRIMMERS SHALL BE ADDED TO 1 , e' MAY BE USED AS A CONTRACTORS ALTERNATE. >4 NOTED .OLUMN SIZES AS REQUIRED. 6. ALL WALL LOP PLATES SHALL HAVE A MINIMUM TifLIGE LENGTH OF 4'-O' WTH (16)- Ibd NAILS IN (2)-RON15. W-6 1/2" q x/16' q 1/2" 10. �JlTTl] INDICATES INTERIOR BEARING WALLS. FLOOR JOISTS - BEARING LOCATIONS SHALL LINE UP WITH STUDS, DELON. 1 I I 11 . ALL EXTERIOR WALLS SHALL BE CONSTRUCTED V51NG 2X6 4 5 w 5TUD5. REFER TO EXTERIOR HALL DETAILS FOR ADDITIONAL (2)-2X6 TRIM STUDS TWO 5TEE Q INFORMATION. EXTERIOR STUDS CAN BE SPACED 2'-0' FOR I - (5)-5 1/2• L.V.L . 5X5 1/4 1.3 6 I P4 HALLS SHORTER THAN 10'-O". 5TU05 SHALL BE SPACED I '-4' KING 5TU125 COLUMN I, FOR WALL SHORTER THAN 14'-0" AND TALLER THAN 10'-0". ( J (3)-q I/2' L.V.L . _ T.S. IOX4XI 12� I COLUMN I14 x � �+ (1)-2X6 TRIM STUD 1 I I W L .V.L. r UP X6 TRIM STUDS w '3 i 1 (5)-5 ST L.V.L . ' (� EKING 5TUD5 ONLY T. . 14X4XI/2 1 FWP'1 FRAME COLUMN KING STUDS T.S. 14X4XI/2 l�\ FRAME COLUMN .5. IOX4XI 12 (3)-q 1/20 L.V.L . r ' D . 3 - - - - - - - - - - - - - - - - - - - - - - - �" �T - - - - - - - - --- v (3)-2X10 SADDLE <13'-2 I/2"> II I � `9 (I)-2X6 TRIM STUq 33 L .V.L . II w 1 T.S. 14X4X:/2 a. G 5TU05 I *4 v" UP FRAME COLUMN < J ONLY T.S. 14X4XI12 L FRAME COLUMN �• O �- EFA13RICATED TRUSSE5 (3)-2X10 (' h ABOVE (RE : 51 .33) v LIP Q i a ONLY t�s iv J OPEN - c - I \ PREFABRICATED TRUSSES WW , ABOVE (RE: 5133) � _ - A A ej _ii � oa•NT:x/oF«-TCanFa I 6 (6)-2X6 (6)-2X6 1 COLUMN COLUMN < " '=` J - VAIL I�SORTS - - - - - -- (4)- 12'_ LUL_ _ - - - - _ _ - - ;p . �-- I OPEN J I�L' ULLOI3�1LN1 so 1 ONLY - - - - - 2X6 B INO . HALL ABOVE COI�'IP11NY COLUMN 2X4 BEARING = I , AVON, COLORADO _- - HALL TO MAIN (6)-2X6 ARCHIFFCT OFRF")RD OLEVEL FLOOR I COCUMN - (3)-12 L.. r RE : ARCH - -- -- -- --- - - - (4) 12 L J� _ FOR LANDING - -- - - - - _ - -- - - - - - - - - - - - - 2 BEAR G kJALL A C . 3 - - — - — - - - `ra— ELEVATION - 12" 1P4" --.— I*AACH! 12 • LPI/32 <. L UP T AT I '- 4" W2X4 BEARING COLUMN go AT 1 '- 4• ,<� ONLY ; : Q 2AT0 4' I -1 I LEVLELT�FLOOR O - Denver. Colorado O i - - . _ ::--_ -_ TS, 4X4 (11C4 RE : ARCH ( - 12' L.V.L . - - - - - -- - - COLUMN �\ _ nLWILR _LT. NLR SIMPSON (3)-2X10 - — - — _ _ �- - - — _ _ — _ _ FOR LANDING_ _ jX _ _ — —� - TT _ _ _ — _ _ _ _ C & L5gO CLIP - �LE�7'4TT01f "`r DLSIG.N :1,RL'ILL'TLci I - - -- -- -- - - r v I` J _ 12" LPV32 i i,1RT HO��TRTON CST 2X4 - j 1 AT 1 '_4" � Q (4)-2X6 COLV�( ._ _-- Lip ONLY �� O NEW maK NL:a• YC>tLK COLJMN a ------- - I AT L-4" I E3 J C - -- - - - - TRLY.TLAAI. WGDiFFR N J ; l - STAIR- - - - . . - - ' (3)-2X:0 _ ----- 51MR50N A40Na k 1ALWLLL IJJGLVLRRS, LVC i ._ _ _ _ _. _ -_-J _ I - LSgO CLIP OL NVON, COLJR1D0 W i 'i - ry Z _- - -- m ---- - li . " \LP.CH. _ _ INKFR 1 --- - _ . ._ - __ _ __ - _ 2 m L IJ.cu.F1IISvc r V . ., 1 - - - --- - - V - - --- - - - - -- ._. - - -- - - - - - - -- - - -- -- ; Gf�LiJMIH 0 Q (4)-2X& eXlevon, c tonR. o G O --- - Q 12' LPI/32 .._O I ; - - ---- . ' _ COLUMN AT 1 '-4• ' ' -_ � 4 ' i ; ; ---- - - -- - I ' � 2' 12' LPI/32 I 41a=LCkIS4cINLIU1\c. iNc —.- - ___ _ ' _ \ All. CO..ORADO 3 ry ® — -- _ — �; z P J I NLiL[BFR 28 �7 IR _ . - - - - - - --- - _. - 6 d 4.3 (2)-12 " LVL ;-;- - - i _ _ _ -- - __ _ O � Q r ROE(. Z 8 y [SSCLf REVISION llAl'E (2)-12N LVoL (4)-2X4- �9 3 08 CO'vS'1 R ll( 9 24 CL4 12" LPI/3 A I '-4' COLUMN 000� X12 SIMPSON - FINAL CONST 01.03.05 AT 2'-0 FNS HANGER - _-- '- Q PLAN CORRt':C110NS 04.07.05 I. _ - - - Q6 ADDENDUM 5 05.16.05 UP ---- (2)-12" LVL -- . . . . _.. IO'-O• ONLY 2X4 '{ �)-,{ 2X12 h OPEN = TOP OF • I - "T'r T = AT 2 -Q , N PLYWOOD I J -- 12 ' LPI/32 - ' UMN 12 LPI/32 AT I -4 2X12 N 12" LPI/32 : : -- - . -- J . .-_. .. AT 1 '- 4' 1 - — — - — - - — - - - — - — - \Ac 2 AT 1 '-O `_ : - - I 1 P O SIMPSON HUS r < _ — B I T i P�/32 ONLY PLYWOOD -- J j 2X12 UP UP I 4)-2X6 AT 2 -0" ONL ONLY j I COLUMN .-- 12" LPI/32 AT I '-0"— n OPEN 2X12 1 - -- -- - - - - - - - - - - -- - I/2" L .V.L - - --- - -- - - - - - -- - J J T 2 -0 O (3) PREFABRICATED BLOCKING -- -- . . . _ - PANEL DESIGNED FOR l-10 PLF A OTGH 9X19 LO (5)-2X'6,,' a - � •: 1 I ? -__ _ _ - -_I - '• ' , WITH 51MFI50N A35 CLIP AT 6' : - � ` `�' t°' �^ 1 . LOW ROOF ' 4)-2X6 I � 1 UP - _ 2X12 70 WALL PLATES. FASTEN Q 2X12 2X12 UMN ONLY AT 2 -O ROOF SHEATHING TO BLOCKING 6 AT 2'-0" AT 2 '-0" - -- . _. _. - - - - - ------ - - - - - _ --- --- - .__. -- -__-- -- (3)-9 I/2' .VL -- --. . _ -- -. _ ._ -- - - - ---- ----- - PANELS WITH 9d NAILS AT 2' - - 1 12 _ I -- 9X12 - .f is (5)-2X6 6 V N � !�,� I _ ONLY <XXX -XX" i� I (5)-2X4 t(5)-2X4 ��P X r 2X12 FASTEN COLUMN COLUMN ® TO RIDGE BEAM WITH S -rT� max. AT 2 .IrRVNJ -_ 3 1 (3)-3/4"m X 9" LAG- BOLTS HLTH 3" SPACING L �L7 $CILDLtiG #3 ' AND 2' EDGE DISTANCE ' 1 _ .. ENV - - -- - — (5 -2X6 - _-- t •C FO 0 FRAMINGYI .AN i I (COLUMN ---2X12 COLUMN I �. • m 3 o i _ _ _ AT 2'-O" 2X12 ff \ / /� r /� /'� I STUD COLUMN jI I I 1! ,4it I I I C3 A I �l AT 24_0" , PREFABRICATED � `^ � � ' ` `�* � `�' � °a TRUSS 1/4" = 1 '-0" i RE= ARCH. RE PLAN 60. 10 0 _ - I RE : ARCH FOR I c J CEILING WIGHT I � CCt� '0 1 1/2" EAGH�TIR'SIGGER AT - STEEL TUBE FRAME 25'" 11 " 14'- I I/2' 14'-I I12" 25'-II ' RE : V54.32 FOR �RE: 10/54.31 ATTACHMENT 2X6 EXTERIOR HALL - -1 • ° WITH SHEATHING Y � zc:�? If= C T I Q N 1 1 2 3 4 5 r