HomeMy WebLinkAboutADD 1_120 Maple Ave Basement Reno_4-16-2018-1CORNELL UNIVERSITY 120 MAPLE AVENUE
FACILITIES CONTRACTS BASEMENT SUITE RENOVATION
121 HUMPHREYS SERVICE BUILDING
ITHACA, NEW YORK 14853-3701
ADDENDUM NO. 1
April 16, 2018
This Addendum contains changes to the requirements of the Contract Documents and Specifications.
Such changes are to be incorporated into the Construction Documents and shall apply to the work with
the same meaning and force as if they had been included in the original document. Wherever this
Addendum modifies a portion of a paragraph of the specifications or a portion of any Drawing, the
remainder of the Paragraph or Drawing shall remain in force.
NOTE: Provisions of all Contract Documents apply.
GENERAL REQUIREMENTS
Item 1. Section 01 51 00
ADD
2.7 DUMPSTER
A. A dumpster may be located in parking lot on western side of facility.
Southeastern most parking space near lawn and sidewalk to be utilized
for dumpster location.
Item 2. Section 08 71 00, 3.6 DOOR HARDWARE SCHEDULE, Hardware Set #4 Entrance
DELETE in its entirety.
REPLACE with
Hardware Set #4 Entrance
1½ Pair Butts McKinney TA386NRP 4½ x 4½ 630
1 Rim Exit Device Sargent 8804 x 814-FSW 630
1 Push-Side Closer Sargent 351 Series 689
1 Floor Stop IVES FS444 626
2 EL-CEPT Fillers Don-Jo Door and frame 628
Item 3. Drawing AD-101, Demolition Notes
ADD
4. Contractor to remove and dispose of all existing furniture.
Item 4. Drawing A-201, D4 South Elevation
ADD Reference Tag F4/A501 for enlarged Lintel Elevation, above exterior window W1.
120 Maple Avenue Basement Suite Renovation
Addendum No. 1
April 16, 2018
Page 2
Item 5. Drawing A-501
DELETE in its entirety.
REPLACE with revised Drawing A-501, attached.
Item 4. Drawing E-101
ADD General Note 1
Contractor to terminate, test, and label data lines.
Item 5. RFI Questions and Clarifications
See attached RFI Log (Item 1)
Attachments: Drawing A-501
RFI Log (Item 1)
****END OF ADDENDUM****
BBSOLID SURFACE BENCH SHIMBACKER ROD AND SEALANT AT ENTIRE PERIMETER, INTERIOR AND EXTERIORALUMINUM STOREFRONT SYSTEMCORNER BEADEXISTING CONSTRUCTIONCEMENT PLASTER TO MATCH EXISTINGW2A6A501SimA4A501W3A9A501SimA4A501V.I.F.6'-10 1/2"V.I.F3'-0"W1A9A501SimC4A501SimV.I.F.6'-10 1/2"V.I.F.8'-0"V.I.F.6'-10 1/2"V.I.F.VARIESALUMINUM STOREFRONT SYSTEMSOLID SURFACE SILLSEALANT BEHIND SILLSHIMDOUBLE ROLLER WINDOW SHADE ONLY IN G71 (W1)SINGLE ROLLER SHADE IN G00CF (W3)EXISITNG WALL ASSEMBLYEXTRUDED ALUMINUM SILL EXTENTIONREPAIR AND FILL 5/8" STUCCO FINISH TO MATCH EXISTINGBACKER ROD AND SEALANT AT ENTIRE LENGTH OF HEAD AND JAMBS, INTERIOR AND EXTERIORSHIMCEILING, SEE RCP FOR TYPE AND HEIGHT A.F.F.CORNER BEADEXISTING CONCRETE WALL2" MIN.5/8"3"3/4" PARTICLEBOARD1/2" SOLID SURFACEMC 9X23.9, ASTM A36, PRIME PAINTED; EXTEND 12" MIN BEYOND OPENING AT EACH END1/2" DIA HILTI HIT-Z ANCHOR RODS X 6" EMBED WITH HILTI HIT-HY 200 ADHESIVE AHCHORS AT 1'-6" MAX BETWEEN ENDS AND (4) IN TWO ROWS AT END EXTENTIONS. SEE F4/A501REPAIR AND FILL CEMENT PLASTER TO MATCH EXISTING TO FACE OF WINDOWREPAIR AND FILL CEMENT PLASTER TO MATCH EXISTING TO FACE OF WINDOWBACKER ROD AND SEALANT AT ENTIRE LENGTH OF HEAD AND JAMBS, INTERIOR AND EXTERIORSHIMALUMINUM STOREFRONT SYSTEM1/2" SOLID SURFACE ON 3/4" PARTICLE BOARDSEALANT BEHIND SILLCEILING, SEE RCP FOR TYPE AND HEIGHT A.F.F.CORNER BEADROLLER WINDOW SHADEEQEQEXISITNG CONCRETE WALLV.I.F.8'-3 1/2"FILL W/ CMUEXISTING LOUVER TO BE REMOVEDREPAIR AND FILL CEMENT PLASTER TO MATCH EXISTING1'-9"BENCH BRACKET AT 32" O.C.FIN TUBEOPEN 1" SLOT24" LONG, CENTERED BETWEEN BRACKETS 3"V.I.F.6'-10 1/2"2" MIN.MC 9X23.9, ASTM A36, PRIME PAINTED; EXTEND 12" MIN BEYOND OPENING AT EACH END1/2" DIA HILTI HIT-Z ANCHOR RODS X 6" EMBED WITH HILTI HIT-HY 200 ADHESIVE AHCHORS AT 1'-6" MAX BETWEEN ENDS AND (4) IN TWO ROWS AT END EXTENTIONS. SEE F4/A501ADHESIVE ANCHOR TESTING NOTES:1. TEST EACH INSTALLED ANCHOR WITH CLAW HAMMER PULL USING WEIGHT OF ONE WORKER. IF ANY ANCHOR FAILS, RE-INSTALL AND PULL TEST THAT ANCHOR TO 1,000 LB.2. PULL TEST 10% OF ALL INSTALLED ANCHORS TO 1,000 LB. REPAIR AND FILL CEMENT PLASTER TO MATCH EXISTING TO FACE OF WINDOWREPAIR AND FILL CEMENT PLASTER TO MATCH EXISTING TO FACE OF WINDOWSOLID SURFACE SHIMBACKER ROD AND SEALANT AT ENTIRE PERIMETER, INTERIOR AND EXTERIORALUMINUM STOREFRONT SYSTEMCORNER BEADEXISTING CONSTRUCTIONCEMENT PLASTER TO MATCH EXISTINGEXISITNG GYPSUM BOARD TO REMAINMIN, TYP1'-0"TYP1'-6"1/2" DIA HILTI HIT-Z ANCHOR RODS X 6" EMBED WITH HILTI HIT-HY 200 ADHESIVE AHCHORS AT 1'-6" MAX BETWEEN ENDS AND (4) IN TWO ROWS AT END EXTENTIONS. WARNING: It is a violation of New York State Law for any person, unless acting under the direction of a licensed Architect, to alter this document in any way. If a document bearing the seal of an Architect is altered, the altering Architect shall affix to such document his seal and the notation "altered by" followed by his signature, the date of such alteration, and a specific description of the alteration.DATE:PROJECT:OTHER:DRAWN BY:ABCDEFGABCDEF1234567891012345678910A501EXTERIORDETAILS &WINDOWTYPES04-12-20181705LNP120 Maple Avenue, Ithaca, New York 14850Construction Documents120 Maple Ave - Basement SuiteRenovation 1 1/2" = 1'-0"A4WINDOW JAMB - LOUNGE WITH BENCH 1/2" = 1'-0"A1WINDOW TYPES 1 1/2" = 1'-0"A9WINDOW SECTION - G71 & G00CF 1 1/2" = 1'-0"A6WINDOW SECTION @ BENCH 1 1/2" = 1'-0"C4WINDOW JAMB - G71 & G60 1/2" = 1'-0"F4LINTEL ELEVATION1
PROJECT Date: April 16, 2018
RFI Form
RFI/Page/
Response Dwg./Spec./Rep.Section/Design Team
Index Number Paragraph/Topic RFI Response
1 Sec 26-09-23
Wattstopper
Creston #GL-
IPAC-SW8
Please provide clarification on the Wattstopper Creston
#GL_IPAC_SW8 lighting control system found in
specification section 26 09 23. The specification indicates
that I am to provide this panel, however, it is not shown on
the electrical floor plans. Is this panel already existing? Or is
it something the electrical contractor needs to provide.
Provide lighting control as speficied. The lighting
control components are NOT existing.
120 Maple Avenue Basement Suite Renovation