Item 2.3 Unit pricing GC to provide a square foot unit cost for material and labor to replace plywood decking beneath new concrete walkway slab.

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Roger Hunt
5 years ago
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1 Willow Glen Housing Repairs Project #9-59 Addendum Item. Change to bid date The bid date will be extended to March 8, 09, :00pm at the Housing Authority of Columbus Central Office,000 Wynnton Road Columbus, Georgia 3906 Item. Clarifications and additional information from the Pre-bid conference. GC s will not be allowed to use power from the individual apartment units, but they can use the House Electrical Panel GC s will be required to provide their own portable toilet facility. Construction personnel will not be allowed to use the owner s restroom facilities. The housing authority s typical restriction of work hours on renovations will NOT be applied to this project. Construction may work extended workdays and on weekends in coordination with the owner for site access and control. The lower panels of cement fiber board siding at the second-floor units will require removal to extend waterproofing membrane vertical leg and tie into walls existing air and moisture barrier to provide a weather tight enclosure. GC s to include price for repairing cement fiber board installation after demolition and painting the entire front façade of each building to match current paint scheme. As previously stated in the project narrative, each building will have a two-week period where residents will be temporarily housed off site. It is the owner s desire to have the existing structural elements removed, new structural system and stairs installed as well as the second-floor concrete balcony poured and cured for traffic with in that two week window for each unit. Guardrail and handrails must be installed at that time as well prior to residents returning to units. The additional scope of work including repair of siding, painting, cement fiberboard installation over wood structure elements, and rebuilding of deck privacy screens may occur after this two-week window. GCs are to provide an add alternate to paint each entire apartment building based on the current color scheme. See existing construction elevation sheet for take off information. Construction Document A3. from original building construction provided. Note, owner took a deductive alternate at the time of construction, Unit 5 shown on the original document site key is only 3 units wide. Pictures of existing paint scheme for reference attached. Regarding the wood structural option, where the wood beams penetrates the existing wall, GC will remove a sufficient portion of siding to flash the opening and provide water tight transition of the wall air and moisture barrier system (building wrap currently installed on wall) to the air and moisture barrier of the engineered wood beam. Repair siding and paint to match adjacent. Item.3 Unit pricing GC to provide a square foot unit cost for material and labor to replace plywood decking beneath new concrete walkway slab. Item.4 Add alternate - high performance paint at steel structural option Ninth Street Suite 0 Columbus, GA 390 p f WR of Georgia, Inc.

2 Provide add alternate for high performance paint at the steel option. Basis of Design: Tnemec, or approved equals from Sherwin Williams or PPG o Shop Prime: Series mils DFT ( section 500 and 5500) o Field Spot Prime: Series 394 mils DF (section 9600) you can put it in 9900 o Field Intermediate: Series mils DFT o Field Finish: Series mils DFT Item.5 Clarification to detail at wall penetration of wood beam structural system option. See AD-.4 Drawing Item.6 Revised Sheet A.. See A. Drawing Sheet revised. o Provides clarification on cladding of existing roof beam to remain. o Provides clarification on steel railing bracing at columns. End of Addendum

5 EXISTING WALL EXISTING WALL WRAP AIR AND MOISTURE BARRIER. OVERLAP SELF ADHERING FLASHING SELF ADHERING AIR AND MOISTURE BARRIER FLASHING TAPERED BLOCKING TO PROVIDE OF CEMENT FIBER BOARD ACROSS TOP OF BEAM -MAINTAIN MIN OF 8" GAP BETWEEN INSIDE SURFACE OF CEMENT FIBER BOARD AND AIR AND MOISTURE BARRIER AIR AND MOISTURE BARRIER ENCASING BEAM SEALANT AT PERIMETER FILL VOID AROUND PENETRATION W/ MINIMALLY EXPANDING CLOSED CELL SPRAY FOAM INSULATION WOOD BEAM WALL PENETRATION

6 EXISTING ROOF ASSEMBLY EXISTING ROOF ASSEMBLY COMPOSITE DRAINAGE CONCRETE SLAB, CONT. SEALANT ARCHITECTURE INTERIORS REMOVE AND DISPOSE OF EXISTING CEMENT FIBER BOARD. PROVIDE AIR AND MOISTURE BARRIER, FURRING STRIPS, AND NEW CEMENT FIBER BOARD. SEE DETAILS 3/A. FOR BEAM ENCLOSURE EXISTING FIBER CEMENT SOFFIT NEW PT 6 X 6 WOOD COLUMN REMOVE AND DISPOSE OF EXISTING CEMENT FIBER BOARD. PROVIDE AIR AND MOISTURE BARRIER, FURRING STRIPS, AND NEW CEMENT FIBER BOARD. SEE DETAILS 3/A. FOR BEAM ENCLOSURE EXISTING FIBER CEMENT SOFFIT NEW STEEL COLUMN, NEW STEEL GUARDRAIL SYSTEM NEW WOOD COLUMN NEW CONCRETE SLAB W/ WWF COMPOSITE DRAINAGE WATERPROOFING NEW ADHESIVE PRIMER REPLACE EXISTING DAMAGED PLYWOOD DECK AS NEEDED ALUMINUM T-RAIL FOR CONCRETE BALCONY BITUMINOUS PAINT ON ALL SURFACES IN CONTACT W/ CONCRETE METAL DRIP EDGE VENT STRIP FIBER CEMENT PANEL 3/8" FURRING STRIPS FLASHING TAPE SELF-ADHERING AIR AND MOISTURE BARRIER NEW WOOD BEAM, NINTH STREET SUITE 0 COLUMBUS, GA 390 P F STATE REGIST ERE OF GEORG I LEE MARTIN RA054 D ARCHITECT A NEW CONCRETE SLAB, NEW STEEL GUARDRAIL, PROVIDE STEEL BRACKET AT TOP AND BOTTOM RAIL, USE " LAG SCREW (PRESSURE TREATED WOOD RATED) AT WOOD COLUMN LOCATIONS NEW CONCRETE SLAB, NEW STEEL GUARDRAIL, PROVIDE STEEL BRACKET AT TOP AND BOTTOM RAIL, FULLY WELD TO COLUMN AND RAIL NEW WATERPROOFING ADHESIVE PRIMER EXISTING PLYWOOD DECK NEW RAILING POST WILLOW GLEN HOUSING REPAIRS 3 A. 0'- /" REF. ND FLR SLABS 4 A. 0'- /" REF. ND FLR SLABS NEW PT PARALLAM BEAM EXISTING WOOD JOISTS NEW STEEL BEAM, EXISTING WOOD JOISTS STABILIZE EXISTING FLOOR JOISTS NEW VENTED FIBER CEMENT SOFFIT PANELS SELF-ADHERING AIR AND MOISTURE BARRIER AIR AND MOISTURE BARRIER FIBER CEMENT TRIM FIBER CEMENT PANEL 3/8" FURRING STRIPS FIBER CEMENT VERTICAL PANEL NEW WOOD BEAM FLASHING TAPE NEW WOOD COLUMN NEW STEEL COLUMN, VENT STRIP EXISTING CONCRETE SLAB 0'-0" REF TOP OF FIN. FLR. EXISTING CONCRETE SLAB 0'-0" REF TOP OF FIN. FLR. VENTED FIBER CEMENT SOFFIT PANEL 3/8" FURRING STRIPS AIR AND MOISTURE BARRIER PRINTED: 0:56AM A. WALL SECTION - WOOD REPLACEMENT - OPTION /" = '-0" A. WALL SECTION - STEEL REPLACEMENT - OPTION /" = '-0" 3 A. ENLARGED SLAB DETAIL - WOOD STRUCTURE NEW STEEL GUARDRAIL SYSTEM /" = '-0" COMPOSITE DRAINAGE WATERPROOFING NEW ADHESIVE PRIMER REPLACE EXISTING DAMAGED PLYWOOD DECK AS NEEDED CONCRETE SLAB, CONT. SEALANT ALUMINUM T-RAIL FOR CONCRETE BALCONY BITUMINOUS PAINT ON ALL SURFACES IN CONTACT W/ CONCRETE SELF ADHERING FLASHING Project Number: 9-59 Date: 3 FEBRUARY 09 Drawn by: Revisions: 9 FEBRUARY 09 5 MARCH 09 NEW STEEL COLUMN METAL DRIP EDGE FILE NAME: J:\Job 9-0\9-59 Willow Glenn Emergency Repairs\Drawings\CAD\A. -ADDENDUM.dwg NEW CONCRETE SLAB W/ WWF COMPOSITE DRAINAGE NEW WATERPROOFING ADHESIVE PRIMER EXISTING PLYWOOD DECK NEW () WOOD LEDGER TO MATCH JOISTS STABILIZE EXISTING FLOOR JOISTS NEW VENTED FIBER CEMENT SOFFIT PANELS FIBER CEMENT TRIM 4 A. ENLARGED SLAB DETAIL - STEEL STRUCTURE /" = '-0" NEW RAILING POST NEW STEEL BEAM, Sheet Description WALL SECTIONS AND DETAILS Sheet Number A.

OAK TREE LIQUOR STORE

OAK TREE LIQUOR STORE DRAWING LIST ARCHITECTURAL A000 - COVER SHEET D0 - DEMOLITION PLANS & ELEVATIONS A0 - PLANS, ELEVATIONS & DETAILS A40 - BUILDING S A40 - BUILDING S ARCHITECT: Engineering (00) Inc. 6 Great George Street,