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HomeMy WebLinkAboutS101A.1AFRAMING PLAN - LEVEL ONE - ZONE A S101A.1A 05/12/2016 This document is the property of Heery International, Inc. and Heery International Inc. retains all rights therein, including copyrights. It may only be used in a manner consistent with Heery International Inc.'s rights while Heery International, Inc. is providing services for the specific project identified or referred to herein or extensions thereto. It may not be used for any other purpose except with the express written agreement of, and compensation to, Heery International Inc. Copyright © 2013 by Heery International, Inc. all rights reserved. WHEN PLOTTED AT FULL SIZE THIS SHEET MEASURES 30"x42" drawn by checked by sheet number sheet title item date date issued for seal/signature consultants/construction managers owner's project number project number Heery International 555 17th Street, Suite 500 Denver, CO 80202 720.946.0276 CDT APC OCTOBER 12, MAY 28, 2015 CONSTRUCTION DOCUMENTS VAIL VALLEY MEDICAL CENTER Phase 1 West Wing 181 WEST MEADOW DRIVE VAIL, CO HII-1302604 STRUCTURAL: Structural Consultants Inc. 3400 East Bayaud Avenue, Suite 300, Denver, CO 80209 303.399.5154 MECHANICAL, ELECTRICAL, PLUMBING, LOW VOLTAGE: Cator Ruma & Associates, Co. 896 Tabor Street, Lakewood, CO 80401-4700 303.232.6200 CIVIL: Martin/Martin 225 Main Street, Unit C101, LANDSCAPE: Lime Green Design, Inc. 900 East Louisiana Avenue, Suite 209, 303.733.7558 Edwards, CO 81632 Denver, CO 80210 05/12/2016 14-011-05 9 S306 12 S306 8 S306 AAA G.7 G.5 AA.1 F.4 G.1 A.4 A.4 4.5 4.5 K K J J H.7 H H G G F F E E 8 8 7 7 6 6 5 5 D D C C B B A A 4 4 3 3 2 2 1 1 4 S307 11 S306 7 S306 2.7 2.4 2.3 1.6 1.5 1.1 6 S202 7 S200 4 S300 11 S300 8 S202 13 S306 2 S300 1 S300 5 S201 3 S307 1 S307 2 S202 8 S202 5 PRICING SET 05.11.2016 12.18.2015 ASI NO. 6 4 3 ADDENDUM #5 TOV: B15-0185 DFPC ID: 9667 10.20.2015 3 09.21.2015 ADDENDUM #4 TOV: B15-0185 DFPC ID: 9667 2 1 ADDENDUM NO. 3 8-12-2015 FRAMING PLAN - LEVEL ONE - ZONE A 18/" = 1'-0" 3'-938/" 6'-8" 12'-3"_ 184'-4" 1'-978/"_ 1'-8" 21'-5" 1'-0" 32'-2" SHAFT TYP. AT OPERABLE PARTITIONS 1 S202 14 S302 7 S201 T.O.F. = 93'-6" 2 S201 W12X14[8] W12X14[8] W12X14[8] W12X14[8] W12X14[8] W12X14[8] W12X14[8] W16X26[10] STEP T.O.W. T.O.W. = 100'-0" T.O.W. = 106'-10" W12X14 ( 100'-0" ) 7'-6" 2 4" 10" 6'-812/"_ 13'-312/"_ 4'-1112/"_ 20'-0"_ 10'-0"_ 24'-1112/"_ 10'-6"_ 14'-6"_ 4'-4"_ 7'-1058/" 4'-538/" 8'-4"_ 16'-8"_ 8'-4"_ 9'-8"_ 10" 4" 4" 10" 1'-5"_ 8'-7" STEP T.O.L. T.O.L. = 98'-9" 2 T.O.L. = 95'-0" 68'-1" 8'-612/"_ 75'-10" 162'-1012/" 11'-2"_ 13'-912/"_ 10'-012/"_ 24'-1112/"_ 24'-1112/"_ 4 2 TYP. 2 LOCATIONS 1 1 SIM. AT STRIP WINDOW 1 S302 14 S302 1 S302 9 S201 W12X14 [ 8 ] W18X40 [ 32 ] W18X40 [ 32 ] W18X40 [ 32 ] D1 MULTI-STORY STEEL COLUMN RE: SCHEDULE 3'-5" 7'-11" 8'-0" 7'-11"_ 8'-4"_ 8'-312/" 8'-4"_ 7" 1'-3" 7" 25'-1112/"_ 26'-0"_ 26'-0"_ 4'-4" 1'-3" 8'-612/" 8'-612/" 10" 1'-6" 7'-912/" 2'-312/" 2'-312/" 6'-2" 35'-118/" 24'-1112/"_ 8'-612/"_ 162'-1012/"_ 1'-0" 10" 25'-0"_ 164'-7"_ RE: 4/S307 FOR CABLE TRENCH DETAIL, RE: ARCH. FOR LOCATION NEW DOORWAY BELOW RE: S100A.1A AT NEW WALL OPENINGS 3 S202 HSS8X8X38 / HSS8X8X38 / HSS8X8X 38/ HSS8X4X12 /SISTER COLUMN 212/" 8'-3" 4 SIDES 4 S202 HSS4X4X14 / HSS8X4X12 /SISTER COLUMN SLAB-ON-GRADE JOINT, RE: 1/S000 (E) FOUNDATION WALL BELOW SLAB-ON-GRADE RE: PLAN NOTES DEMO (E) CANOPY COLUMN (E) CONCRETE SHEARWALL 11'-1178/" 1'-514/" 6" 912/" 2'-878/"_ 10'-258/" 7'-6" 9'-2" 1'-5" 1'-5" 1'-5" 5" 5" F T.O.F. = 96'-6" 8 S001 HSS8X8X38 / ISOLATION POUR AS REQUIRED 6 S200 9 S300 STEP T.O.W. D1 A DEMO (E) FOUNDATION WALL C D 5" 7'-512/" 7'-9" 8" 16'-158/"_ 1'-5"_ 8'-8" 10" 8'-10" 1'-0" 1'-5" 1'-5" SHAFT T.O.W. = 99'-512/" ( 96'-6" ) HSS8X4X38 /SISTER COLUMN 8 S300 W12X14 (99'-512/") STEP T.O.W. W12X14 (99'-0") W12X14[8] (99'-512/") W12X14[8] (99'-512/") (E) STAIR 11'-3" 7'-512/" 11'-5" 20'-578/" 1'-2" 8" 712 / " 1'-134/"8'-1014/" 1'-914/" 8" 2'-6" 1'-0" 1'-4" 1'-0" 2'-0" 5" ( 96'-6" ) STEP T.O.F. HSS4X4X14 / 7'-512/" 7'-512/" 10" 1'-5" 1'-5" TYP. 2 LOCATIONS ( 96'-6" ) TYP. HSS8X4X38 /SISTER COLUMN 4 S201 TYP. 3 S201 6 S201 W12X14[8] (99'-512/") W12X14[8] (99'-512/") 100'-0" 678/" 6'-7"_ 1'-5" 1'-5" 8" 1'-5" 1'-5" 1'-5" 99'-518/" 2 TYP. U.N.O. HSS8X8X38 / HSS8X8X38 / ( 96'-6" ) ( 96'-6" ) ( 96'-6" ) F PAD FOOTING RE: SCHEDULE STRIP FOOTING RE: DETAILS DEMO (E) CANOPY COLUMN C 1'-514/" 4'-0" 7'-11"_ 7'-212/"_ W24X55[26] 7'-11" 8'-0" 1'-4"_ 1'-5"_ SIM. 1 S302 11 S300 W24X55[26] W24X62 [ 34 ] W24X55[26] (E) CONCRETE PAN JOIST SYSTEM 8"_ 8'-4"_ 8'-312/" 8'-4"_ 1'-5"_ 4'-1112/"_ 1'-5"_ 1'-0"_ 10"_ 10"_ 10"_ 1'-0"_ 10"_ TYP. AT OPERABLE PARTITIONS HSS8X4X12 /SISTER COLUMN W24X62 [ 34 ] W24X55[26] W24X55[26] W24X55[26] W24X55[26] TYP. TYP. 100'-0" _ (E) CONCRETE COLUMN HSS8X4X12 /SISTER COLUMN 2" 2" 5 S202 5"_ 1'-0"_ 5"_ 1'-0"_ 5 (E) PAD FOOTING TYP. (E) SLAB-ON-GRADE 11'-112/" 1'-5" 21'-7" 26'-0"_ 4 SIDES 4 S200 1178/"_ 2'-234/" 8'-614/" 8'-1034/"_ 97'-1112/" 3 TYP. 2 5 S200 5 S200 T.O.W. = 100'-0" STEP T.O.W. T.O.W. = 99'-4" ( 96'-6" ) ( 96'-6" ) ( 96'-6" ) F F C HSS8X8X38 / HSS8X8X38 / DEMO (E) CANOPY COLUMN 7'-9" 5'-1058/" 10'-6"_ 6'-414/"_ 1'-018/"_ 1'-5" 1'-5" 10" 1178/" 10" 218/" 838/" GRID TO FACE OF WALL 1'-5" 1'-5" 3'-0" 1'-058/"_ 1'-412/"_ 5"_ 1'-0"_ 11'-2"_ 13'-912/"_ 10'-012/"_ 24'-1112/"_ 2 2 TYP. 3 LOCATIONS STEP T.O.W. T.O.W. = 99'-4" 1 HSS8X4X12 /SISTER COLUMN (E) CONCRETE SHEARWALL (E) STAIR 24'-1112/"_ (E) SLAB-ON-GRADE (E) ELEVATOR 20'-0"_ 4 SAWCUT AND REMOVE SECTION OF (E)FOUNDATION WALL AT NEW DUCT OPENING BELOW, RE: MECH. 12"ø MAX. CORE FOR NEW DUCT RE: MECH. HSS8X8X12 /SISTER COLUMN (E) W8X58 1'-0" 1'-6" 2'-6" MAX. 1'-6" MIN. 3'-0" MAX. 10"_ 1'-0"_ 8'-612/" 8'-612/" 1'-5"_ 1'-0"_ 10"_ MIN. 3 O.H. W24X55 [26] W24X62 [ 34 ] W24X55 [26] T.O.W. = 99'-512/" 100'-0" (E) ELEVATOR (E) W10X22 (E) STAIR (E) CONCRETE SHEARWALL 6'-812/"_ 13'-312/"_ 4'-1112/"_ 10'-0"_ 25'-0"_ (E) W10X22 (E) ELEVATOR 25'-0"_ 9'-8"_ 09/13/2016 01/04/17