HomeMy WebLinkAboutPlanter Attachment Detail.500 E Cooper Ave
Wiss, Janney, Elstner Associates, Inc.
3609 South Wadsworth Boulevard, Suite 400
Lakewood, Colorado 80235
303.914.4300 tel
www.wje.com
Architect’s Supplemental Instructions (ASI) No. 3
508 East Cooper Street
508 East Cooper Street
Aspen, Colorado
WJE PROJECT NO. 2019.8210.2
DATE August 12, 2021
CONTRACTOR RA Nelson DISTRIBUTION
Mike Spalding, General Superintendent michaels@ranelson.com
Kris Meyers, Project Manager kmyers@ranelson.com
OWNER’S REP Vantage Construction Consulting
Ben Fierstein vantageaspen@gmail.com
Klein Cote Edwards Citron LLC
Ken Citron, Esq. kcitron@kceclaw.com
ARCHITECT Wiss, Janney, Elstner Associates, Inc.
Scott Riley, AIA sriley@wje.com
Bill Burger, AIA bburger@wje.com
Scott Sondrup, RA, AIA ssondrup@wje.com
Contractor shall thoroughly evaluate the changes, additions, and/or deletions described herein,
and provide the owner and architect with a written change order request identifying the cost
and schedule impacts associated with implementation of these modifications. Upon the owner’s
written acceptance of the contractor’s change order, this work shall be made a part of the
Contract Documents for the above referenced project as fully and completely as if the same
were fully set forth therein.
SPECIFICATION REVISIONS:
1. N/A
DRAWING REVISIONS:
1. ALUMINUM PLANTER ANCHORAGE DETAILS: Incorporate the following attached details for the
purpose of permanently securing the aluminum planters to the building structure:
a. SK-7, “CONCRETE CURB SECTION AT PLANTER ANCHORAGE BOLT - LEVEL 4 & 5”
b. SK-8, “CONCRETE CURB SECTION AT PLANTER ANCHORAGE BOLT - LEVEL 3”
END OF ASI NO. 3
8" Ø ~ MIN
NEW 4000 PSI CONCRETE CURB
~ RE: CONCRETE CURB
INSTALLATION NOTES ON SK4
PREPARE (E) CONCRETE
SLAB SURFACE TO CSP 7
312"
112"
(1) 12"Ø S.S. ANCHOR BOLTS SET IN
HILTI-HY 200 EPOXY AND CENTERED
WITHIN CURB
S.S. WASHER
(E) 5" CONCRETE SLAB OVER 1 12"
METAL DECK w/ WELDED WIRE
FABRIC 6x6x2.1x2.1
3"
DETAIL WATERPROOFING AROUND
AND EXTEND UP SIDES OF ANCHOR
BOLT PENETRATIONS ~ TYP
2"
MONOLITHIC MEMBRANE 6125-FR
HYDROFLEX 30 SEPARATION /
PROTECTION SHEET
ALUMINUM PLANTER BOTTOM
DETAIL OVER AND EXTENDING
OUT 3" MIN FROM BOLT HEAD
WITH HYDROSEAL RESIN
8" Ø ~ MIN
NEW 4000 PSI CONCRETE CURB
~ RE: CONCRETE CURB
INSTALLATION NOTES ON SK4
PREPARE (E) CONCRETE
SLAB SURFACE TO CSP 7
312"
112"
(1) 12"Ø S.S. ANCHOR BOLTS SET IN
HILTI-HY 200 EPOXY AND CENTERED
WITHIN CURB
S.S. WASHER
(E) 5" CONCRETE SLAB OVER 1 12"
METAL DECK w/ WELDED WIRE
FABRIC 6x6x2.1x2.1
3"
DETAIL WATERPROOFING AROUND
AND EXTEND UP SIDES OF ANCHOR
BOLT PENETRATIONS ~ TYP
2"
MONOLITHIC MEMBRANE 6125-FR
HYDROFLEX 30 SEPARATION /
PROTECTION SHEET
ALUMINUM PLANTER BOTTOM
DETAIL OVER AND EXTENDING
OUT 3" MIN FROM BOLT HEAD
WITH HYDROSEAL RESIN