Oliver Hazard Perry – Addendum No. 1
Interior/Exterior Renovation Bid Package Page 2 of 2 December 20, 2013
DRAWING S1.2 –
*Corrected Work Item Numbers for Work Item 10, 11, & 12
*Work Item 11 – Change 50 Brick Units to 20 Lineal Feet
DRAWING S1.3 –
*East and West Elevation: Change Work Item 1 to Work Item 8 in description for Penthouse
concrete repair
*Added Note on Work Item 8
DRAWING S1.4 –
*Partial Interior Elevation detail – Change Work Item 5 to Work Item 12
*Section 3 – Change Work Item 5 to Work Item 12
*Partial Plan At Gymnasium – Change Work Item 2 to Work Item 1 in note on east side
describing tuck pointing
DRAWING S1.5 – Added Base Bid Quantities for concrete repair work
Addendum #1 Attachment A
PARTIAL PLAN AT GYMNASIUM
1/8"=1'-0"
EXISTING STAIR EXISTING STAIR
SHORE EXISTING BEAM - SEE SECTION 2 FOR DETAILS
TUCKPOINT OPEN MASONRY JOINTS SEE WORK ITEM #1 DETAIL THIS SHEET (APPROXIMATELY 30 L.F.)
EXISTING WINDOW TYPICAL OF (8)
PARTIAL REPAIR OF MASONRY PIER. WORK ITEM #12 - SEE PARTIAL ELEVATION
EXISTING MASONRY COLUMN
EXISTING CHIMNEY
REPAIR CRACKS IN MASONRY WALL - SEE WORK ITEM #11 DETAIL THIS SHEET (APPROXIMATELY 20 L.F.) EXISTING GYMNASIUM FLOOR
EXISTING WINDOW TYPICAL OF (8)
REFLECTED PARTIAL
ROOF PLAN FOR SHORING ONLY
TYPICAL
2
2
- CHANGED WORK ITEM 2 TO WORK ITEM 1 (DECEMBER 20, 2013)
EXISTING WINDOW TO REMAIN CONTRACTOR TO REMOVE AND SALVAGE BULLNOSE BRICK. CONTRACTOR TO REINSTALL AFTER ALL REPAIRS HAVE BEEN COMPLETED. REMOVE A MINIMUM OF (1) WYTHE 4 COURSES HIGH OF MASONRY INCLUDING SILL BRICK ALONG LENGTH OF WINDOW. TYPICAL @ 8 LOCATIONS CLEAN PER SSPC-SP2 AND PAINT EXPOSED STEEL LINTEL WITH SHERWIN WILLIAMS DURA PLATE 235 MULTI PURPOSE EPOXY REMOVE AND SALVAGE RADIATOR COVER AND GUARD. REINSTALL AFTER MASONRY REPAIRS ARE COMPLETE
SECTION 1
1"=1'-0"
EXISTING MASONRY WALL
EXTERIOR
1'-5"
SECTION 2
1"=1'-0"
EXISTING MASONRY WALL
EXTERIOR
EXISTING 3/4" PLATE WITH ANCHORS
EXISTING 24" BEAM
EXISTING CONCRETE JOIST CONSTRUCTION EXISTING ROOFING
CONTRACTOR TO PROVIDE SHORING TO SUPPORT A 20,000 POUND POINT LOAD OR 1,000 POUNDS PER LINEAL FOOT UNIFORM LOAD
INTERIOR
WORK ITEM #10 (8 LOCATIONS)
SILL BRICK MAY EXTEND TO WINDOW SILL/EDGE
APPROXIMATE LIMITS OF MASONRY COLUMN DEMOLITION. SEE WORK ITEM #12
EXISTING MASONRY COLUMN
SHORING SHALL BE IN PLACE PRIOR TO DEMOLITION OF MASONRY. SEE SECTION 2 FOR SHORING REQUIREMENTS
SECTION 3
1"=1'-0"
EXTERIOR
INTERIOR
WORK ITEM #12 (1 LOCATION)
2
2
- CHANGED WORK ITEM 5 TO WORK ITEM 12 (DECEMBER 20, 2013)
EXISTING RADIATOR
APPROXIMATE LIMITS OF DEMOLITION
PARTIAL INTERIOR ELEVATION
1/4"=1'-0"
REMOVE BRICK TYPICAL AT 8 WINDOW LOCATIONS. SEE DETAIL THIS SHEET. EXISTING FLOOR MASONRY COLUMN REPAIR. 1 LOCATION ONLY. SEE PLAN FOR LOCATION. WORK ITEM #12.
2
2
- CHANGED WORK ITEM 5 TO WORK ITEM 12 (DECEMBER 20, 2013)
1/4"
EXISTING MASONRY THICKNESS
NOTES: 1.
EXISTING SEALANT MAY OCCUR OVER/IN EXISTING CRACK AND SHALL BE REMOVED PRIOR TO REPAIRING CRACK.
2.
CUT BACK AND CLEAN OUT EXISTING CRACK FOR THE WIDTH AND DEPTH INDICATED.
3.
INSTALL SEALANT PRIMER ON CUT SURFACES OF JOINT (PER MANUFACTURING RECOMMENDATIONS). COLOR TO MATCH CLEANED MASONRY.
4.
INSTALL CLOSED CELL BACKER ROD AND URETHANE SEALANT.
1/2"
CONTINUOUS CLOSED CELL BACKER ROD
EXISTING CRACK CONTINUOUS SEALANT
1/4" CUT
ALONG CRACK
TYPICAL MASONRY CRACK
REPAIR DETAIL
WORK ITEM #11
BASE BID = 20 L.F.
OCTOBER 23, 2013
OLIVER HAZARD PERRY
SCHOOL - INTERIOR/
EXTERIOR RENOVATION
GYMNASIUM REPAIRS
OLIVER HAZARD PERRY
SCHOOL
18400 SCHENELY AVE
CLEVELAND, OHIO 44119
SEAL
Consulting Engineers
PROJECT NAME DRAWN BY2217 East 9th Street, Suite 350
Cleveland OH 44115-1257
216-875-0100/ (F) 216-875-0111
barberhoffman.com
PROJECT ADDRESS CHECKED BY DRAWING SCALE PROJECT NUMBER DRAWING TITLE DRAWING NUMBER
Cleveland, OH Columbus, OH
Cranberry Twp., PA
c 2013 COPYRIGHT BARBER & HOFFMAN, INC.
DATE
NO.
DATE
DESCRIPTION
S1.4
PLAN DETAILS
AND SECTIONS
ETP MAM AS NOTED 13124 1 10/23/2013 OWNER REVIEW 2 12/16/2013 ADDENDUM #1