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HomeMy WebLinkAboutS102A.1AFRAMING PLAN - LEVEL TWO - ZONE A S102A.1A 09/13/2016 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 09/13/2016 14-011-05 AAA 18 S300 G.7 G.5 AA.1 F.4 G.1 A.4 A.4 AA 4.5 4.5 K K J J H.7 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 FRAMING PLAN - LEVEL TWO - ZONE A 18/" = 1'-0" 2.7 2.4 2.3 1.6 1.5 1.1 1 S300 2 S300 1 S300 19 S300 5 S300 6 S300 G.7 J H.7 H 2.7 2.7 2.4 2.4 3 3 ASI NO. 29 06.09.2016 4 3 ADDENDUM #5 TOV: B15-0185 DFPC ID: 9667 10.20.2015 09.21.2015 ADDENDUM #4 TOV: B15-0185 DFPC ID: 9667 2 1 ADDENDUM NO. 3 8-12-2015 12'-3"_ 184'-4"_ 1'-978/"_ 2'-658/" 12'-6" 5'-512/"_ 1'-712/" 9'-3" 9'-7" 32'-6" 1'-0"_ 1'-0"_ 2 S300 W10X12[6] TYP. EACH END 6 S305 7 S303 3 S305 7 S303 12 S302 W12X14 W21X55 W14X22 W14X22 W12X19[12] W12X19[12] W18X35 W10X12[6] W16X26[10] W18X35 W10X12[6] HSS4X4X14 /HANGING COLUMN UP MULTI-STORY STEEL COLUMN RE: SCHEDULE 1'-6" 6'-0" 2 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"_ 2 20 S304 7'-2"_ 12'-112/" 48'-1" 74'-11" 162'-1012/"_ 24'-1112/"_ 6 S302 1 S302 TYP. 2 LOCATIONS W14X22 W10X12 W21X50 [ 22 ] W21X50 [ 22 ] W21X55 W18X35 W18X35 [ 14 ] W18X35 W10X12 W21X44 [ 36 ] W18X35 [ 14 ] W14X22 D1 SHAFT 114'-0" 5'-4" 5'-4" 6'-7" 6'-7"_ 8'-4"_ 8'-312/" 8'-4"_ 1'-1" 6" 1'-3" 2'-1" 5'-3" 1112/" 7" 10'-8" 2'-9" 25'-1112/"_ 26'-0"_ 26'-0"_ 11'-2"_ 13'-912/"_ 10'-012/"_ 24'-1112/"_ 7" AT STRIP WINDOW 7 S302 1 S302 5 S302 6 S302 5 S302 7'-112/" 5'-4" 5'-4"_ 7" 2'-1" 5'-3" 1'-0" 6" 1'-3" 7" 2'-9" 10'-8" 2 2 1 1 TYP. 16 S301 5 S302 7 S302 42'-812/" 12'-1138/" 6'-538/"_ 24'-1112/"_ 162'-1012/"_ 25'-0"_ 164'-7"_ RE: 20/S305 FOR TIE-OFF ANCHORAGE W21X44[20] (112'-1112/") HSS8X4X12 /SISTER COLUMN HSS8X4X12 /SISTER COLUMN DEMO (E) CANOPY 8'-4"_ 8'-4"_ 8'-4"_ 13 S305 W24X55 [ 40 ] ( 112'-1112/" ) 14 S300 HSS8X4X12 /SISTER COLUMN W24X55 [ 40 ] ( 112'-1112/" ) (E) STAIR (E) CONCRETE COLUMN 8'-8"_ 5'-0" 5" 10'-614/" BRACE RE: 17/S305 SIM. 17 S302 2 S303 2 S303 3 S303 1 S303 15 S300 W24X62 [ 30 ] ( 112'-1112/" ) HSS12X8X14 /(112'-1112/") W16X26 (110'-8") 8'-2" 8'-258/"_ 3"_ $ HSS 5" 5" RE: 20/S305 FOR TIE-OFF ANCHORAGE HSS6X6X14 /( 112'-1112/" ) SIM. 4 S305 HSS6X6X14 /( 113'-2" ) 6 S303 TYP. EACH END 16 S300 W18X35 (112'-1112/") W16X26[14] (112'-1112/") W16X26[26] (112'-1112/") W16X26 (112'-1112/") W12X14 ( 112'-1112/" ) W18X35 ( 112'-1112/" ) HSS6X6X14 /(112'-8") (E) CONCRETE SHEARWALL ELEVATOR SHAFT 8" 5" 2'-4" 514/" TYP. 19 S304 W18X35 [ 14 ] ( 112'-1112/" ) HSS8X8X14 /( 112'-1112/" ) ELEVATOR 8'-8" 8'-8"_ 8'-4"_ 8'-4" 1'-0"_ TYP. RE: 20/S305 FOR TIE-OFF ANCHORAGE SIM. 17 S305 TYP. EACH END 8 S305 TYP. 4 LOCATIONS HSS4X4X12 / MC18X58 ( 112'-712/" ) MC18X42.7 ( 112'-712/" ) W16X26[26] (112'-1112/") W16X26[26] (112'-1112/") W16X31[16] (112'-1112/") W16X26[26] (112'-1112/") W16X26[26] (112'-1112/") TYP. D1 113'-6" 2'-6" 8'-4"_ 8'-4" 312/" 6'-038/"_ 8'-4"_ 8'-4" 5" 6'-158/" 6'-1" 5'-314/" 5'-314/" 2'-278/" 4 S303 4 S303 BRACE RE: 17/S305 BRACE RE: 18/S305 18 S305 17 S305 5 S303 D2 W12X14 (110'-8") W10X12 ( 110'-8" ) C12X20.7 ( 110'-8" ) W14X22 ( 110'-8" ) W16X31[14] (112'-1112/") W16X26[18] (112'-1112/") W24X55[26] (112'-1112/") W16X26 ( 110'-8" ) 4'-1112/"_ 8'-012/"_ 8'-5" 5'-11"_ 1'-0"_ 8'-6" 1'-0"_ TYP. SIM. 1 S302 TYP. W14X22[10] W14X22[10] W16X26[12] W18X35 [ 22 ] (E) CONCRETE PAN JOIST SYSTEM 1'-0"_ 1'-0"_ TYP. 3 LOCATIONS 7 S306 HSS8X4X12 /SISTER COLUMN HSS8X4X12 /SISTER COLUMN 10 S300 MC18X42.7 ( 112'-712/" ) MC18X42.7 ( 112'-712/" ) 114'-0" _ TYP. EACH END 1'-0"_ 13 S300 MC18X42.7 (112'-712/") MC18X42.7 (112'-712/") 1'-0" 1'-0"_ RE: 20/S305 FOR TIE-OFF ANCHORAGE TYP. 3 LOCATIONS 18 S300 8 S305 12 S300 HSS8X4X12 /SISTER COLUMN 25'-118/"_ 7'-4" 26'-0"_ RE: 20/S305 FOR TIE-OFF ANCHORAGE W21X50 (112'-1112/") (E) STAIR (E) CONCRETE SHEARWALL 7'-918/" 7'-218/" 7" 312/" 8'-158/" 8'-4" 118/" OF SLAB GRID TO EDGE 7'-9" 5'-1058/" 10'-6"_ 6'-414/"_ 2'-234/" 8'-614/" 8'-1034/"_ 3 2 2 15 S305 15 S305 TYP. 2 LOCATIONS 16 S305 14 S305 W21X50[26] (112'-1112/") W21X44[22] (112'-1112/") W24X68[ 34 ] ( 112'-1112/" ) W21X44 [ 26 ] ( 112'-1112/" ) W21X44 (112'-1112/") W12X14 (112'-1112/") RE: CANOPY FRAMING PLAN THIS SHEET FOR CANOPY FRAMING ABOVE 1'-0"_ 1'-0"_ 11'-2"_ 13'-912/"_ 10'-012/"_ 24'-1112/"_ W10X12 (112'-1112/") 1 HSS8X4X12 /SISTER COLUMN 24'-1112/"_ (E) ELEVATOR 1'-0"_ 812/"_ 20'-0"_ (E) CONCRETE SHEARWALL (E) CONCRETE SHEARWALL (E) 6" THICK SLAB-ON-DECK 3'-7"_ 1 TYP. 2 LOCATIONS 19 S303 TYP. U.N.O. HSS8X4X12 /SISTER COLUMN HSS4X4X14 / HANGING COLUMN UP W10X12 W12X14 W10X12 (E) W18X35 (E) W18X35 (E) W18X35 (E) ELEVATOR (E) W10X22 (E) STAIR 4'-818/"_ 6'-812/"_ 13'-312/"_ 4'-1112/"_ (E)W18X86 (E) W8X40 10'-0"_ 25'-0"_ 25'-0"_ (E) ELEVATOR (E) W10X22 9'-8"_ 16'-8" 16'-8"_ HSS20X8X12/(114'-714/") HSS20X8X12/(114'-1112/") CANOPY FRAMING PLAN 18/" = 1'-0" A 8'-4" 8'-614/" 8'-1034/"_ 8'-4"_ MITER L6 EDGE ANGLES AT CORNER AND PROVIDE g"{5" FILLET WELD BETWEEN VERT. LEGS, TYP. HSS2e{2e{a @ 24" O.C. COORDINATE LOCATION W/ DECK LAYOUT 2 S307 D2 SLOPES DOWN RIPPED HSS18X6X12 / 6'-534/" 4" 4" 13'-4" 13'-8" 8'-614/" 8'-1034/"_ 8'-4" 8'-4"_ 4 3 RIPPEDHSS18X6X38 /TYP, U.N.O. TYP. RIPPED HSS18X6X12 / 1 S307 2 S307 1 09/13/2016 01/04/17