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HomeMy WebLinkAboutS103A.1AFRAMING PLAN - LEVEL THREE - ZONE A S103A.1A 10/22/2015 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 10/22/2015 14-011-05 AAA AA.1 F.4 G.1 AA.6 A.4 A.4 AA 4.5 4.5 K K J J H H G G F F E E D D C C B B A A 8 8 7 7 6 6 5 5 4 4 3 3 2 2 1 1 18 S300 1.6 1.5 1.1 19 S300 18 S300 09.21.2015 ADDENDUM #4 TOV: B15-0185 DFPC ID: 9667 2 1 ADDENDUM NO. 3 8-12-2015 184'-4"_ 19'-712/" 1'-978/"_ 12'-6" 5'-512/"_ 1'-712/" 9'-3" 9'-7" 53'-2" 10'-0" 7" 6'-0"_ 1'-0"_ 7" 2 S300 W10X12[6] 20 S304 2 S305 7 S303 SIM. 14 S303 7 S303 (E) HSS10X6X316 / ( 127'-4" _) W10X12[6] W14X22 W16X26[10] W18X35 W10X12[6] W14X22 W18X35 HSS4X4X14 /HANGING COLUMN ABOVE AND BELOW 4 S300 4 S300 (E) CONCRETE SHEARWALL HSS8X8X58 / HSS8X8X58 /1'-6" 6'-0" 6'-3" 2 6'-812/"_ 13'-312/"_ 4'-1112/"_ 20'-0"_ 10'-0"_ 24'-1112/"_ 10'-6"_ 14'-6"_ 4'-4"_ 20'-8"_ 25'-0"_ 9'-8"_ 2 1 7'-2"_ 53'-7" 162'-1012/" 24'-1112/"_ 15 S306 W12X14 W10X12 W21X44 [ 22 ] W21X50 [ 22 ] W12X14[10] W24X117 W18X35 [ 10 ] W18X35 W10X12 W24X117 W12X14[10] W18X35 [ 10 ] W10X12 W21X50 [ 22 ] W18X35 W12X14 D1 SHAFT 127'-4" 6" 6" 5'-4" 5'-4" 6'-7" 6'-7"_ 8'-4"_ 8'-312/" 8'-4"_ 1'-3" 5'-3" 6" 10'-8" 7" 7" 25'-1112/"_ 26'-0"_ 26'-0"_ 11'-2"_ 13'-912/"_ 10'-012/"_ 24'-1112/"_ TYP. 2 15 S306 W10X12 W10X12 BUMP-OUT RE: 8/S302 AND 9/S302 SIM. 1 S302 8 S302 AT STRIP WINDOW 12 S302 1 S302 FRAMING PLAN - LEVEL THREE - ZONE A 18/" = 1'-0" 7'-112/" 5'-4" 5'-4"_ 5'-3" 1'-0" 10'-8" 7" 7"_ 6" 1'-3" 1 TYP. 16 S301 SIM. 1 S302 1 S302 40'-1058/" 55'-5" 24'-1112/"_ 162'-1012/"_ 25'-0"_ 164'-7"_ HSS8X4X12 /SISTER COLUMN W21X44[26] W21X44[26] W21X44[26] DEMO (E) W14X61 COLUMN 8'-4"_ 8'-4"_ 1'-0" 8" 11'-8"_ VERIFY IN FIELD 8'-4"_ 8'-8"_ 15 S302 W21X55 [ 30 ] MULTI-STORY STEEL COLUMN RE: SCHEDULE 8'-8"_ W10X12[6] (E) W14X61 TO REMAIN 12'-1012/" 1'-0"_ 7" 2 SIM. 15 S302 14 S303 W14X22[10] 8'-8" 8'-8"_ 8'-8"_ 8'-8" TYP. AT 3 COLUMNS 16 S302 W10X12[6] W10X12[6] W10X12[6] W21X44 [ 20 ] W10X12[6] W21X44 [ 20 ] 127'-4" _ 9'-278/" 5'-5" 7'-0" 6'-0" 6" 9'-10" 10 S305 8 S305 9 S303 W18X35 W21X68 [ 20 ] 5" 2'-338/" 3"_ $ HSS END OF (E) SHEARWALL 12 S305 11 S305 4 S305 TYP. 11 S303 10 S303 W16X26 [14] W16X26[12] W16X26[14] W12X14 10 S300 MC18X42.7 ( 125'-1112 / " ) MC18X42.7 ( 125'-1112/" ) TYP. 6 S300 HSS6X6X14 /(126'-6") HSS12X8X14 /W18X35 W12X14 (E) STAIR ELEVATOR SHAFT 5" 5" 2'-658/" 8'-258/"_ 5'-3"_ 6" 6" TYP. 19 S304 9 S303 SIM. 8 S303 W16X26 [ 10 ] HSS8X8X14 / ELEVATOR 1'-214/" 2'-838/" 1'-214/" 5'-5" 4'-11" 5'-0"_ 8'-4"_ 8'-4" 6" 1'-0"_ 2 SHAFT D1 W12X14[8] 126'-914/" W16X26[12] W16X26[12] W16X26[12] W16X26 [14] W16X26[12] W14X22 W14X22 127'-4" 8'-4"_ 8'-4" 8'-4"_ 8'-4" 1'-1" 1'-11" 16,491 LBS ROTOMAT W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 L6{4{p LLV 9 S303 8 S303 W18X40[20] W16X26 [14] W16X26[12] W21X55 [ 28 ] TYP. TYP. 1 S300 2 S300 D1 8'-5" 5'-11" 8'-012/"_ 2'-334/" 7" 5'-7"_ 5'-7" 8'-6" 1'-0"_ TYP. 1 S300 1 S302 13 S302 W18X35 [ 22 ] W16X31[16] W12X14 [ 6 ] W14X22[14] W10X12[6] W16X26[12] W14X22[10] TYP. U.N.O. 6 S300 (E) CONCRETE COLUMN 4'-1112/" 1'-0" 1'-0"_ TYP. 3 LOCATIONS 7 S306 MC18X42.7 ( 125'-1112/" ) MC18X42.7 ( 125'-1112/" ) HSS8X4X12 /SISTER COLUMN 10 S300 5 S300 DEMO (E) W14X61 COLUMN (E) CONCRETE PAN JOIST SYSTEM 1'-0"_ TYP. 5 S300 1'-0"_ 1'-0"_ HSS8X4X12 /SISTER COLUMN TYP. 3 LOCATIONS HSS8X4X12 /SISTER COLUMN 26'-11"_ 3'-3"_ 7'-4" 26'-0"_ LOCATE W12{26 JUMPER BEAMS UNDERNEATH ROTOMAT MOUNTING RAILS (E) CONCRETE SHEARWALL (E) STAIR 6'-9"_ 7" 8'-4"_ 8'-4" 1'-11" 7'-9" 5'-1058/" 10'-6"_ 26'-0"_ 17,419 LBS ROTOMAT 16,491 LBS ROTOMAT W12X26 W12X26 W12X26 W12X26 W12X26 W12X26 SIM. 8 S303 9 S303 W16X26 W21X44 W21X44 W21X62 [ 34 ] W21X44 [ 26 ] 1'-0"_ 4'-1" 1'-8"_ 11'-2"_ 13'-912/"_ 10'-012/"_ 24'-1112/"_ SHAFT HSS8X4X12 /SISTER COLUMN W10X12 24'-1112/"_ (E) ELEVATOR 1'-0"_ 20'-0"_ 812/"_ TYP. 2 LOCATIONS (E) STAIR (E) CONCRETE SHEARWALL (E) 6" THICK SLAB-ON-DECK 3'-7"_ 1'-0"_ 1 19 S303 TYP. 2 LOCATIONS HSS8X4X12 /SISTER COLUMN HSS4X4X14 /HANGING COLUMN ABOVE AND BELOW W10X12 W12X14 W10X12 (E) W18X35 (E) W18X35 (E) W14X61 TO REMAIN (E) ELEVATOR (E) W10X22 6'-812/"_ 13'-312/"_ 4'-1112/"_ 4'-818/"_ (E)W18X86 (E) W8X31 10'-0"_ 25'-0"_ (E) CONCRETE SHEARWALL (E) ELEVATOR (E) W10X22 25'-0"_ 9'-8"_ 09/13/2016 01/04/17