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HomeMy WebLinkAboutS104A.1AFRAMING PLAN - LEVEL FOUR - ZONE A S104A.1A 12/18/2015 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 12/18/2015 14-011-05 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 1.6 1.5 1.1 19 S300 4 ASI NO. 6 12.18.2015 3 ADDENDUM #4 TOV: B15-0185 DFPC ID: 9667 09.21.2015 8-12-2015 ADDENDUM NO. 3 2 1 ADDENDUM NO. 1 6-26-2015 6'-0"_ 5'-4" 5'-4" 6'-7" 6'-7"_ 8'-4"_ 8'-312/" 8'-4"_ 7'-2"_ 7'-112/" 5'-4" 5'-4"_ 1'-978/"_ 8"_ 4"_ 5'-512/"_ 1'-712/" 7"5'-3" 19'-712/" 13'-312/" 18'-11" 6'-712/"_ 9'-3" 9'-7" 1'-0"_ 7" 1'-3" 6" 37'-712/" 182'-10"_ 7" 7" 7" 25'-1112/" 53'-2" 10'-0" 1 S306 3 S306 4 S306 SIM. W10X12[6] 1 S305 20 S304 4 S305 7 S303 15 S304 12 S302 13 S303 15 S303 7 S303 (E) HSS10X6X316 /( 140'-8" _) HSS6X6X38 /W16X26[10] HSS4X4X14 /HANGING COLUMN DOWN (E) CONCRETE SHEARWALL BELOW HSS8X8X38 /6'-0" 6'-3" 6'-812/"_ 13'-312/"_ 4'-1112/"_ 20'-0"_ 10'-0"_ 24'-1112/"_ 10'-6"_ 14'-6"_ 4'-4"_ 20'-8"_ 25'-0"_ 9'-8"_ 3 SIM. 24'-1112/"_ 53'-7" 162'-1012/" 14 S306 W14X22 W10X12[6] W16X26 W12X14 W10X12 W16X26 W10X12[6] W12X14[10] W16X26 W10X12 W16X26 W12X14[10] W10X12 W21X44 W21X44 W14X22 [ 8 ] W21X44 [ 18 ] W14X22 [ 8 ] W12X14 D1 1'-0" 1'-0" 25'-1112/"_ 26'-0"_ 26'-0"_ 11'-2" 13'-912/" 10'-012/"_ 24'-1112/"_ 7" 7" 10'-8" 14 S306 SIM. 10 S302 10 S302 10 S302 SIM. AT STRIP WINDOW W21X50 [ 22 ] LEVEL 04 - FRAMING PLAN ZONE A 18/" = 1'-0" 5'-3" 7" 7" 10'-8" 1'-3" 6" SHAFT 2 TYP. 16 S301 10 S302 SIM. 10 S302 W21X50 [ 22 ] 9'-6"_ 7'-2" 8'-4"_ 1'-0"_ 40'-1058/" 24'-1112/"_ 55'-5" 162'-1012/"_ 8'-4"_ 25'-0"_ 164'-7"_ SHAFT 7 S300 2 HSS12X12X12 / DEMO (E)ELEVATOR PENTHOUSE 4 S300 HSS12X12X12 / HSS12X12X12 / HSS12X12X12 / HSS12X12X12 / HSS12X12X12 / HSS12X12X12 / HSS6X6X14 / 8'-4"_ 1'-0" 8" 12'-8"_ VERIFY IN FIELD 8'-4"_ 8'-8"_ REMOVE (E) 5" THICK PRECAST CONCRETE PLANKS AND EXTEND STAIR, RE: (E) STRUCTURAL DRAWINGS (DESIGN OF STAIREXTENSION BY OTHERS) W10X12[6] (E) CONCRETE COLUMN BELOW HSS12X12X12 /8'-8"_ 8'-8"_ MC18X42.7 ( 139'-212/" ) TYP. W14X22[10] W14X22[10] W14X22[10] W14X22[10] W16X26[12] W16X26[12] W10X12[6] 5 S300 DEMO (E) STEEL ROOF DECK AND ROOF FRAMING, BELOW, TYP. HSS12X12X12 /HSS12X12X12 / HSS12X12X12 / HSS12X12X12 / 8'-8"_ 8'-712/" 8'-8"_ HSS12X12X12 / 2 S306 SIM. 10 S302 13 S303 W21X50 [ 20 ] W18X40 [ 22 ] W14X22[10] 8'-4"_ 8"_ 10"_ 4 4 S307 END OF (E) SHEARWALL 8'-8" 7'-10" 10"_ 1'-0"_ 8'-8" 8'-8"_ 8'-8"_ 8'-8" 3 10 S302 W21X44 [ 20 ] W10X12[6] W21X44 [ 20 ] W10X12[6] W10X12[6] 140'-8" DEMO (E) HSS6X3X14 /COLUMN BELOW DEMO (E) HSS6X3X14 /COLUMN BELOW 3'-10"_ 3 S307 MC18X42.7 ( 139'-212/" ) MC18X42.7 ( 139'-312/" ) 8'-8"_ 3 S306 3 S306 12 S303 MC18X42.7 ( 139'-312/" ) MC18X42.7 ( 139'-312/" ) W21X44 [ 22 ] W16X26[12] 1 S300 2 S300 6 S300 HSS12X8X14 /MULTI-STORY STEEL COLUMN RE: SCHEDULE ELEVATOR ELEVATOR SHAFT HSS14X14X12/ HSS14X14X12 /3"_ $ HSS 5" 5" 2'-658/" 5" 8'-2" 8'-258/"_ 11 S305 12 S305 10 S305 8 S305 134'-3e"_ DOWN DOWN W8X48 ( 141'-512/" ) W18X35 10 S300 W16X26[14] W16X26[12] W12X14 TYP. W18X35 HSS6X6X14 /(139'-10") W12X14 3 TYP. 19 S304 SIM. W16X26 [ 10 ] HSS8X8X14 / 514/" 1'-2" 6'-3"_ 1'-2" 8'-8" 8'-8"_ 8'-4"_ 8'-4" 1'-0"_ SHAFT W16X26[12] W16X26[14] W16X26[12] W16X26[14] TYP. D1 140'-8" 9'-6"_ 7'-2" 1'-11" 3 3 3 S306 12 S303 W16X26[12] W16X26[12] W16X26[12] W21X44 [ 22 ] W21X44 [ 22 ] 8'-5" 6'-11"_ 5 BOLTS TYP. 2 LOCATIONS W16X26[12] (DEMO (E) W14X61 COLUMN BELOW) HSS8X8X516 / HSS12X12X12 / 1'-0"_ 2'-334/" 7" 5'-7"_ 5'-7" 8'-6" SIM. 10 S302 14 S302 W14X22[10] W16X31[16] W12X14 [ 6 ] W10X12 [ 6 ] W14X22[14] W18X35 [ 22 ] TYP. 6 S300 HSS14X14X12 / HSS12X12X12 / 9" 1'-6" 6'-6" 1'-4" 8'-4"_ 8'-312/" 8'-4"_ SIM. 5 BOLTS 2 S302 W10X12 W10X12 10 S300 W16X26[12] W16X26[12] W24X131 (140'-8") W24X131 (140'-8") W21X44 [ 24 ] MC18X42.7 ( 139'-312/" ) MC18X42.7 ( 139'-312/" ) 4 S300 4 S300 4 S300 1 S300 (DEMO (E) W14X61 COLUMN BELOW) HSS8X8X516 / 140'-8" _ HSS8X8X38 / HSS14X14X12 / HSS12X12X12 / (E) CONCRETE PAN JOIST SYSTEM HSS14X14X12 / HSS14X14X12 / 1'-0"_ HSS14X14X12 / 1'-0"_ TYP. 3 LOCATIONS 18 S300 TYP. 5 S300 HSS12X12X12 / HSS12X12X12 / HSS14X14X12 / 26'-11"_ 26'-0"_ 3'-3"_ 7'-4" W16X26[12] W16X36[20] W16X36[20] W21X44 [ 22 ] W16X36 W16X36 W16X26 [ 18 ] REMOVE (E) 5" THICKPRECAST CONCRETE PLANKS AND EXTEND STAIR, RE: (E)STRUCTURAL DRAWINGS (DESIGN OF STAIR EXTENSION BY OTHERS) (E) CONCRETE SHEARWALL BELOW HSS6X6X14 / HSS12X12X12 / HSS12X12X12 / 7'-9" 5'-1058/" 10'-6"_ 26'-0"_ 6'-9" 7"9'-6"_ 7'-2" 1'-11" 3 3 S306 2 SIM. 12 S303 W16X26 1'-0"_ 11'-2"_ 13'-912/"_ 10'-012/"_ 24'-1112/"_ 3"_ $ HSS 4'-1" 1'-8"_ 1'-0"_ SHAFT 2 TYP. 7 S305 AT STRIP WINDOWS 2 134'-3e"_ DOWN DOWN 1 HSS14X14X12 / 15 S303 16 S303 (E) HSS10X6X516 /( 140'-8" _) W10X12 24'-1112/"_ (E) CONCRETE SHEARWALL BELOW 8"_ 2"_ 812/"_ 20'-0"_ 11 S302 DOWN CENTER COLUMN ON WALL HSS6X6X14 / (E) HSS10X6X516 /( 140'-8" _) GENERAL CONTRACTOR FIELD VERIFY THAT(E) 14{61 SUPPORTS (E) FRAMING EAST OF GRID 8 TO REMAIN HSS4X4X14 /HANGING COLUMN DOWN REMOVE (E) 5" THICKPRECAST CONCRETE PLANKS AND EXTEND STAIR, RE: (E) STRUCTURAL DRAWINGS (DESIGN OF STAIR EXTENSION BY OTHERS) (E) W18X35 (E) W18X35 DEMO (E) STEEL ROOF DECK AND ROOF FRAMING BELOW, TYP. HSS12X12X12 / HSS12X12X12 /3"_ 3'-7"_ 10"_ 1'-0"_ 3'-7" 8'-312/" 8'-4"_ SIM. TYP. AT 3 BEAMS (E)W14X61 (138'-212/") BENT W10X12 134'-3e"_ W12X14 W24X103 (140'-8") W16X26[12] W16X31[14] W14X22 W21X44 [ 24 ] W12X14 W10X12 4 S300 (E) W18X35 6"_ 4"_ 8"_ 8'-8"_ 8"_ 10'-0"_ V.I.F. 6"_ UP DOWN 20 S303 HSS8X8X12 / (E) ELEVATOR (E) W10X22 (E) CONCRETE SHEARWALL BELOW 4'-818/"_ 6'-812/"_ 13'-312/"_ 4'-1112/"_ (E) 6" THICK SLAB-ON-DECK (E)W18X86 10'-0"_ 3 2 4'-2"_ 25'-0"_ TYP. W10X12 W12X14 W18X40 W10X12 D1 HSS4{4{a HANGING COLUMN UP HSS4{4{a HANGING COLUMN UP HSS8X8X14 / HSS12X12X12 / HSS12X12X12 / 8"_ 2"_ 6"_ 2 20 S303 (E) 5" THICK PRECAST CONCRETE PLANKS (E) W10X22 TYP. 5 LOCATIONS 18 S303 19 S303 25'-0"_ 2 8'-8" 6" 6"_ 7'-6" 1'-0"_ 7" 8'-1" 9'-8"_ 2 17 S304 1 (E) CONCRETE WALL 17 S303 AT STRIP WINDOW W10X12 W18X35 W18X40 W10X12 140'-8" HSS4{4{a HANGING COLUMN UP HSS12X12X 12 / HSS8X8X14 / 09/13/2016 01/04/17