HomeMy WebLinkAboutB11-0017 CCD015 plans
CONSTRUCTION CHANGE DIRECTIVE LIONSHEAD TRANSIT WELCOME CENTER DIRECTIVE NO.: 015 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: Provide framing and connections per the attached structural drawing to accommodate the photovoltaic panel mounts. Coordinate attachment with metal roofing system. Attached.
S620 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 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
40d SLANT NAILS THRU EA TONGUE AT SUPPORT, TYP FRAMING 60d NAILS THRU EA PIECE AT SUPPORT, TYP NOT SHOWN FOR CLARITY: 8" SPIKES @24"oc (STAGGER) & WITHIN 8" OF EA END NOTES: 1. DECKING
SHALL BE INSTALLED IN CONTROLLED RANDOM LAYUP CONFIGURATION PER AITC GUIDELINES. FOR ATTACHMENT OF DECKING TO PERP SUPPORTS, SEE FIELD NAILS, 10d @6" 2" DECK NAILING TO PARALLEL SUPPORTS,
16d RING SHANK NAIL @6" OC MAX SPACE SHEATHING SO THAT PANEL EDGES FALL ON CENTER OF DECK PIECE & NOT ON A JOINT 4" TONGUE & GROOVE DECKING BOUNDARY NAILS, 10d @2 1/2" PANEL EDGE NAILS,
10d @4" S620 1 SNOW GUARD RAILS SEE ARCH FOR LOCATIONS. 2x12 @24" CONTINUOUS RIDGE 11 S620 6" HORIZ 9 S620 (2)1/4"Øx0'-6 LAG SCREWS PER PIECE OF DECKING TOW SEE ELEV 4" LOCKDECK PC WALL
(DFS) 3/8" BENT PL, TYP ES 3/8"Øx0'-2 1/2 LAG SCREWS @6" 2" 4" 2" 1/2"Øx0'-4 SCREW ANCHORS @12"OC IN VERT LONG SLOTTED HOLES. INSTALL NEAR TOP OF SLOT. 2'-0" BOUNDARY NAILING PER S620
2 6" 1 1/2" 8 4" LOCKDECK SST LS90 @24"OC SOLID BLOCKING 10 S620 NO RIDGE VENT @SIM (2)2x16x12'-0 LVL'S. RIP CUT TO 15 3/8". LOCATE LOWER END OF LVL'S 24" BELOW BOTTOM OF LOWER BRACKET.
(2)16d NAILS @2", ES 4x6x5'-0 CENTERED ABOUT EACH SNOWGUARD BRACKET (2 TOTAL), SEE ARCH FOR BRACKET LOCATION. 12 S620 1 1/2"1 1/2" SST GA1 CONNECTORS @8"oc, TYP ES. BENT PL 3/8. MAX
SPACING = 24" (3) HSS2.375x0.154xCONT (8) 1/2"Øx0'-5 LAG SCREWS AS SHOWN 1'-9 1/2" 4" 7" 7" 3" 2" TYP 1'-9 1/2" 2 5/8" R 3" 1 3/4" 4 4" 4" LOCKDECK 2x16xCONT, RIP TO FIT (2x12 @SIM)
(2)16d NAILS INTO EA 2x (2)16d NAILS INTO EA PIECE OF DECKING SOLID BLOCKING @24"OC ALIGN 2'-0" S620 10 11 S620 SPLICE AT "DOUBLE" 2x'S SST CMST12 AT SPLICES 2x12xCONT RIMBOARD 5 S620
(2) 16d NAILS AT EA 2x 2x12 SOLID BLOCKING 1 1/2" 1 1/2" WC1 WC2 1 1/2" WC5 3 1/2" (4) 12x12 (2) 6x10 (2) 6x12 WC4 BB WC3 AA 8x10 8 3/4x6 GLM WC6 10x10 1/2" CHAMFER 4x8 (NON-STRUCTURAL)
9 9 4" 2x4 @19.2"OC 10d NAILS @4"oc 5/8" SHEATHING 5/8" SHEATHING SOLID 4x BLOCKING BTWN 2x12'S @48"oc 2x12'S @48"oc ROOF SHEATHING. FOR ATTACHMENT, SEE S620 2 4x T&G DECKING FOR ATTACHMENT,
SEE S620 1 TIMBER TRUSS, SEE ELEVATION SST GA1 CONNECTOR, ES OF EA SLEEPER. NAIL INTO BLOCKING BELOW (2)16d TOE-NAILS, ES OF BLOCKING, TYP 16d TOE-NAILS @6"OC, TYP AT 2x12'S AND AT BLOCKING
4x4x2'-8 NAILER. CENTER BENEATH PV PANEL ABOVE. ALIGN WITH PV RAIL BRACKETS. ADDNL SOLID 4x4 BLOCKING BTWN 2x12'S BENEATH EACH END OF NAILER ABOVE. SST GA1 CONNECTOR, ES OF NAILER. NAIL
INTO BLOCKING BELOW TYP ROOF OVER-BUILD ASSEMBLY, SEE S620 10 (2)3/8"Øx0'-4 LAG SCREWS PER BRACKET (MIN) PV RAIL FOOTING (BY PV SUPPLIER) 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 5:20:46 PM C:\Users\EricS\Desktop\E
Sobel documents\ERS Revit Models (local)\21615.S.05 AUX BUILDING-ers.rvt S620 TYP TIMBER DETAILS LIONSHEAD TRANSIT WELCOME CENTER ERIC SOBEL ERIC SOBEL MIKE McAFFREY 21615.S.05 MIKE
McAFFREY 1 NO SCALE TYP ATTACHMENT OF 4" T&G DECKING 8 1 1/2" = 1'-0" T&G DECKING TO NON-LB PC WALL 5 1" = 1'-0" TYP EAVE 2 NO SCALE TYP ROOF SHEATHING 3 1 1/2" = 1'-0" RIDGE CONNECTION
11 3" = 1'-0" TYP SNOWGUARD ATTACHMENT 12 1 1/2" = 1'-0" SNOW GUARD 7 3/4" = 1'-0" EXTENDED EAVE 9 3/4" = 1'-0" CONTINOUS RIM BOARD 10 1 1/2" = 1'-0" TYP ROOF ASSEMBLY 4 NO SCALE WOOD
COLUMN TYPES 3 4 4 4 4 8 9 RFI #124 6 NO SCALE TYP PV ATTACHMENT 20 1 PROPOSAL PACKAGE A 01.07.2011 2 CONSTRUCTION 02.04.2011 3 ADDENDUM #1 02.18.2011 4 ADDENDUM #2 03.02.2011 8 CCD02
04.25.2011 9 CCD03 05.13.2011 17 SKETCHES 20 CCD015 09.09.2011 TOWN OF VAIL REVIEWED FOR CODE COMPLIANCE Date ________ Martin 12/08/2011