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Home My WebLink AboutB11-0017 CCD013 plans CONSTRUCTION CHANGE DIRECTIVE LIONSHEAD TRANSIT WELCOME CENTER DIRECTIVE NO.: 013 PROJECT NO.: 21064.20 R.A. Nelson 51 Eagle Road #2 P.O. Drawer 5400 Avon, CO 81620 TO CONTRACTOR: DATE: Sept 12, 2011 CONTRACT DATE: CONTRACT FOR: LIONSHEAD TRANSIT WELCOME CENTER You are hereby directed to make the following change(s) in this Contract: Issues: Date: 9.12.2011 Narrative Change Summary: Infill the door opening between grid lines 2.1 and 2.1 and AA per the attached structural drawings. The rating of the infill shall be 1 hour based on the requirements in the IBC. Attached. S121A, S401 PROPOSED ADJUSTMENTS 1. The proposed basis of adjustment to the Contract Sum or Guaranteed Maximum Price is: Lump Sum (increase) (decrease) of $____________________. Unit Price of $________________ per ___________________. As provided in Subparagraph 7.3.6 of AIA Document A201, 1987 edition. As follows: The general scope of adjustment is to be provided by the Contractor and agreed to by the Owner. 2. The Contract Time is proposed to (be adjusted) (remain unchanged). The proposed adjustment, if any, is (an increase of _______days) (A decrease of _____days). When signed by the Owner and Architect and received by the Contractor, this document becomes effective IMMEDIATELY as a Construction Change Directive (CCD), and the Contractor shall proceed with the change(s) described above. Signature by the Contractor indicates the Contractor’s agreement with the proposed adjustments in Contract Sum and Contract Time set forth in this Construction Change Directive. ARCHITECT: 4240 Architecture Inc. OWNER: Town Of Vail CONTRACTOR: R.A. Nelson ADDRESS: 3507 Ringsby court. Suite 117 Denver, CO 80216 ADDRESS: 1309 Elkhorn Drive Vail, CO 81657 ADDRESS: 51 Eagle Road #2 P.O. Drawer 5400 Avon, CO 81620 BY: Brandon Mixon BY: Tom Kassmel BY: DATE: 9.12.2011 DATE: DATE: 4240 Architecture Inc. chicago denver 3003 Larimer Street, Colorado 80205 t 303 292 3388 f 303 292 3113 w 4240architecture.com E-1 E-2 E-3 E-4 E-F 1.1 1.2 1.3 1.4 B C 2.1 2.2 2.3 2.5 AA A 17'-0" 10'-0" 10'-0" 10'-0" 10'-0" 4" SOG #4@18" EA WAY 1'-8" 18'-0" 26'-2 1/2" 22'-6" TOC= 100'-0" PRECAST STAIRS 1 S304 22'-6" TOF= 93'-0" 4 S304 SHEET PILING (DFS) 2 S304 3 TOC= 97'-0" S304 1'-7 1/4" 1'-8" 9 3/4" F9 97'-0" F8 97'-0" TOF= 99'-0" F7 97'-0" F7 99'-0" 2.4 2.6 EXISTING GARAGE F5 102'-0" S304 9 9" 21'-8" 4" SOG #4@18" EA WAY TOC= 105'-4" 9 S303 13'-0" 5'-9" 4'-6" 2'-5 5/8" F5 97'-0" 5'-7" 4'-8" 11'-0" 10 S303 F7 97'-0" 9 S303 7 S304 4 S304 PC16x16 PC16x16 PC16x16 SHEET S121B SHEET S121B HSS6x6x1/4 TOC= 100'-0" P2 PC16x16 P2 PC16x16 P10 P6 8 S340 P7 P4 P1A BB PC16x16 S303 2 3 S303 (E) FTG, VIF AS REQD TOC= 99'-0" TOC= 104'-6" 1 S303 TYP 4'-0" TOF= 100'-8" 6 S301 4 S304 TOF= 99'-0" TOF= 97'-0" PAVERS, SEE CIVIL 3 TYP @S302 THRESHOLD 7'-0" TOF= 99'-0" 5 S304 1 S306 4'-4" 1'-3" 3'-5" TOF= 100'-8" 8'-11" 6 S304 TYP 3'-0" TOF= 95'-0" 1'-6" 1'-7 1/2" 2 S626 WC1 TOC= 104'-6" 15'-0" 12'-0" 15'-0" 12'-0" 12 S351 TOC= 99'-3" PC12x12 9'-8" 3'-0" 0" 6'-11 3/8" WC6 TYP OF (2) PRECAST PLANTERS NOTE: FOR BID PURPOSES, ASSUME TOP OF (E) FOOTING IN GARAGE IS 102'-6" AND SLAB ON GRADE IS 5" THICK. 2" 4 S306 CMU PARTITION WALLS, SEE ARCH 3'-4" 8" 2'-0" 1'-2" 8" 1'-2" 1'-2" 8" 1'-2" 12 S304 SIM TOF= 99'-0" TOF= 96'-0" TOF= 99'-0" TOC= 99'-0" 1'-9" 1'-6" 1'-9" 12 S319 2 S340 3 S340 TOC= 100'-8" 1'-4" 1'-4" 6'-9" 2'-4" 6" 9'-7 5/8"5'-5" 7'-8 5/8" 3'-4" 4'-2" TOC= 99'-0" 6'-2 1/2" 5'-0" 3 S306 TOF= 97'-0" TOC= 100'-8" 6 S306 TOC= 104'-0" 1'-6" 1'-0" 1'-6" 1'-4" 1'-4" 1'-4" TYP @FNDN STEP 4'-0" 3'-4" 8" 2'-0" TOC= 104'-0" TOC= 100'-8" 4" SOG #4@18" EA WAY TOF= 96'-0" 3 S307 10" 1'-4" 10 S304 P1 TOC= 104'-0" TOF= 102'-0" 1'-4" 5 S307 TOC= 104'-6"SIM 2 S307 8 S304 1'-0" 8" 1'-4" TOF= 97'-0" 1'-3" 1'-3" 8"8"8" 7 S625 P5 2 S307 TOF= 99'-0" 7'-4" VIF TOC= 104'-0" TYP 2'-10" 3'-2" TYP 8" 8" 1'-0" SIM P1 2'-8" 1'-3" 2'-1" 7 7 7 8'-0" 7 TOC= 104'-6" 28'-8" 2'-0" 3'-0" PC12x12 7 7 6'-2" 7 5" 6 1/4" 6 1/4" 21'-1 1/2" 1'-6" 2'-8" 2'-8" 2'-4" PC12x12 1'-4" 1'-0" 10 S305 TOF= 97'-0" 1'-7" P1 7 11" 2'-0" 1'-6" 1'-3" 1'-6" 1'-3" 8 TOC= 100'-0" 8 3'-0" 8 TOC= 99'-3" 2'-9 1/2" TOC= 104'-0" 2'-9 1/2" 9 TOC= 104'-6" 9 2'-0" 11 3'-6 7/8" 18'-5 3/8" ±, VIF 10'-1 3/8" VIF 2'-2" 1 S307 1'-5 5/8" 5'-10" TRIM CMU @PC COL TRIM CMU @PC COL 2 S305 9 S350 7 S307 4 S401 18 OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE ALPINE ENGINEERING INC 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 CIVIL ENGINEER t: 970.926.3373 f: 970.926.3390 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: MARTIN /MARTIN 12499 W. COLFAX AVE LAKEWOOD, CO 80215 STRUCTURAL ENGINEER t: 303.431.6100 f: 303.431.6866 PEAK LAND CONSULTING, INC. 1000 LIONSRIDGE LOOP VAIL, CO 81675 SURVEYOR t: 970.476.8644 BEAUDIN GANZE CONSULTING ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 AVON, CO 81620 MEP ENGINEER t: 970.949.6108 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 A 21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 09.09.2011 395 East Lionshead Circle VAIL, COLORADO 81657 9/9/2011 2:10:59 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S121A FOUNDATION PLAN (AREA A) LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 3/16" = 1'-0" LEVEL 1 FOUNDATION PLAN (AREA A) 1. SEE S101 FOR PLAN NOTES 32 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 7 B.D. RESPONSES 04.11.2011 8 CCD02 04.25.2011 9 CCD03 05.13.2011 11 CCD05 05.31.2011 18 CCD013 09.09.2011 TOWN OF VAIL REVIEWED FOR CODE COMPLIANCE Date ________ mMa Martin 12/8/11 2" 8" DEEP BOND BEAM W/(2) #5xCONT 1/2"Øx0'-6 SCREW ANCHORS @16"OC DECK BEARING SEE PLAN L6x4x3/8xCONT (LLV) (HDG) DO NOT SPLICE. FULLY WELD CORNERS TOW 111'-6" 2" 8" DEEP BOND BEAM W/(2) #5xCONT 1/2"Øx0'-6 SCREW ANCHORS @16"OC DECK BEARING VARIES L6x4x3/8xCONT (LLV) (HDG) DO NOT SPLICE. FULLY WELD CORNERS TOW 111'-6" (2)#5xCONT T&B FOR DETAILS NOT NOTED, SEE #3 VERT @24" PROVIDE 180° HOOK EA END. ALT DIRECTION CAP PL 3/4x7 1/2x1'-4 W/(4) 1/2"Øx0'-6 HAS. WEATHERING STEEL S401 2 WEATHERING STEEL POST, SEE PLAN MC12x31xCONT (HDG) W/1/2"Øx0'-6 SCREW ANCHORS @16" IN HORIZ SHORT SLOTTED HOLES. 6" DECK BEARING VARIES 1'-8" TYP INFILL W/8" CMU, GROUT SOLID. ~ #4@32" HORIZ AND VERT S300 8 TYP TOP COURSE MAY BE SOAPS OR FORMED AT CONTRACTOR'S OPTION. VIF VIF OWNER 4240 ARCHITECTURE INC 3003 LARIMER STREET DENVER, CO 80205 ARCHITECT t: 303.292.3388 ISS. # 4240 Architecture Inc. copyright 2011 ARCHITECT'S PROJECT NO. : KEY PLAN f: 303.292.3113 DESCRIPTION DATE ALPINE ENGINEERING INC 34510 U.S. 6 UNIT A9 EDWARDS, CO 81632 CIVIL ENGINEER t: 970.926.3373 f: 970.926.3390 MM JOB #: PRINCIPAL: EOR: PROJECT MANAGER: DESIGNERS: DATE PRINTED: MARTIN /MARTIN 12499 W. COLFAX AVE LAKEWOOD, CO 80215 STRUCTURAL ENGINEER t: 303.431.6100 f: 303.431.6866 PEAK LAND CONSULTING, INC. 1000 LIONSRIDGE LOOP VAIL, CO 81675 SURVEYOR t: 970.476.8644 BEAUDIN GANZE CONSULTING ENGINEERS, INC. 110 E. BEAVER CREEK SUITE 202 AVON, CO 81620 MEP ENGINEER t: 970.949.6108 TOWN OF VAIL DEPARTMENT OF PUBLIC WORKS 1309 ELKHORN DRIVE VAIL, CO 81632 t: 970.479.2158 21064.04 MARY HART DESIGN POST OFFICE BOX 8528 BRECKENRIDGE, CO 80424 LANDSCAPE ARCHITECT t: 970.389.3583 09.09.2011 395 East Lionshead Circle VAIL, COLORADO 81657 9/9/2011 2:10:59 PM C:\Users\EricS\Desktop\ESobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S401 MASONRY DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE McAFFREY 1 1 1/2" = 1'-0" TRASH ENCLOSURE -TOW 1 2 1 1/2" = 1'-0" TRASH ENCLOSURE -TOW 2 3 1 1/2" = 1'-0" TRASH ENCLOSURE -BOND BEAM 4 8 4 NO SCALE (E) PRECAST WALL OPENING INFILL 18 4 ADDENDUM #2 03.02.2011 8 CCD02 04.25.2011 18 CCD013 09.09.2011 TOWN OF VAIL REVIEWED FOR CODE COMPLIANCE Date ________ Martin 12/8/2011