FLACFloor_A1.1_ADD1_260617.pdf
PDF 588 KB Posted
- Attached to
- Floyd Little Athletic Center Flooring
- Solicitation number
- 2026-ITB-369
- Issued by
- New Haven County, Connecticut
About this file
This is a flooring plan and addendum document for the City of New Haven's Floyd Little Athletic Center flooring replacement project located at 480 Sherman Parkway in Connecticut. The project scope encompasses the removal of all existing flooring and adhesive from a large hallway, atrium/lobby, two vestibules, and four two-story stairways, with subsequent installation of new sports rubber flooring in multiple colors, walk-off carpet in vestibules, stairwell rubber flooring, and rubber wall base. The work includes concrete slab preparation through shot blasting to achieve required concrete surface profile, installation of moisture mitigation systems rated for 100% relative humidity conditions, underlayment installation up to 1/8 inch as needed, and modification of door thresholds per the provided door threshold schedule which specifies 41 individual threshold locations with varying undercut measurements and transition requirements. The document is dated May 27, 2026, with Addendum #1 issued on June 11, 2026, and includes detailed flooring specifications and a ground floor plan at 1/16 inch equals 1 foot scale.
The project also requires repair work on the aluminum curtain wall sill plate at the front and back vestibules and exterior storefront, involving removal and reinstallation of cover caps, sealant replacement, deteriorated aluminum repair using Bondo with touch-up paint, installation of low-expanding closed cell spray foam, and drainage maintenance. Contractors must obtain all necessary permits, selecting "pay at counter" to allow the Building Department to adjust municipality permit fees, with contractors paying only state permit fees. Materials should be sourced from a single supplier where possible, installed per manufacturer recommendations, and all work must comply with the General Conditions posted on the City of New Haven's Purchasing Division website. The contractor is responsible for temporary partitions and weather-tight construction during work, coordination of dumpster placement, and protection of existing construction elements including structure, ceiling grid, walls, glazing, flooring, and roof drains.
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11"
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14' - 4" 20' - 0" 20' - 0" 26' - 8" 26' - 8" 20' - 0" 13' - 4" 20' - 0" 26' - 8" 26' - 8" 26' - 8" 20' - 0" 13' - 4" 20' - 0" 26' - 8" 13' - 4" 13' - 4" 13' - 4" 13' - 4" 14' - 4"
S
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SEE ALUMINUM CURTAIN WALL
REPAIR SPECIFICATIONS,
DASHED LINE INDICATES SCOPE
SEE ALUMINUM CURTAIN WALL
REPAIR SPECIFICATIONS,
DASHED LINE INDICATES SCOPE
124"
4"
188"
124"
4"
H
7A
H
1A
H
4A
E1
H123A H123B H130A H131A
H110A
H105A H103A
H136EH136DH136CH136BH136A H136JH136IH136HH136GH136F
H131B H131C H131D H131E
H 131F
H114AH102F
H102E
H
2A H
2B
H
2C H
2D
H132A
H
8A
H
7A
H
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H116A H120A
1. CONTRACTOR IS TO FULLY FAMILIARIZE THEMSELVES WITH THE
GENERAL CONDITIONS POSTED ON THE CITY OF NEW HAVEN'S
PURCHASING DIVISION WEBSITE WHICH THOROUGHLY DEFINES
PROJECT PROCESS AND PERFORMANCE REQUIREMENTS.
2. DRAWINGS SHOW GENERAL LAYOUT OF EXISTING CONDITIONS.
DIMENSIONS ARE FOR REFERENCE ONLY. EXACT LOCATION, SIZE,
AND QUANTITY OF THESE ITEMS MAY DIFFER FROM THOSE
INDICATED ON PLANS.
3. IN THE EVENT OF A CONFLICT WITHIN THE CONTRACT
DOCUMENTS, THE MOST STRINGENT OBLIGATION OR DUTY AND
THE HIGHEST QUALITY OR GREATEST QUANTITY SHALL CONTROL.
4. PROTECT EXISTING CONSTRUCTION TO REMAIN INCLUDING, BUT
NOT LIMITED TO, STRUCTURE, CEILING GRID, WALLS, GLAZING,
FLOORING, AND ROOF DRAINS.
5. IN-HOUSE CITY STAFF WILL DISCONNECT UTILITIES AND
TEMPORARILY SHUT OFF AND DRAIN WATER FROM PLUMBING AND
SPRINKLER SYSTEM AS NECESSARY.
6. DAMAGE TO EXISTING CONSTRUCTION SHALL BE CORRECTED
SUCH THAT SURFACES TO BE REBUILT MATCH MATERIAL,
STRUCTURAL INTEGRITY, AND APPEARANCE OF THOSE THAT WERE
REMOVED.
7. COORDINATE THE EXACT LOCATION OF DUMPSTERS, CHUTES,
AND MATERIALS STORED AT GRADE (IF ANY) WITH THE CITY'S
REPRESENTATIVE IN THE FIELD PRIOR TO PLACEMENT.
8. CONTRACTOR IS RESPONSIBLE FOR ALL TEMPORARY PARTITIONS/
CONSTRUCTIONS IN ORDER TO ISOLATE WORK ZONES AND
MAINTAIN A WEATHER-TIGHT BUILDING.
9. ALL SPECIFICATIONS ARE BASIS OF DESIGN. REFER TO THE
GENERAL CONDITIONS "OR EQUAL" CLAUSE FOR CLARIFICATION.
10. PROVIDE MATERIALS AND ACCESSORIES AS REQUIRED TO
PROVIDE A COMPLETE INSTALLATION.
11. ACQUIRE MATERIALS FROM A SINGLE SOURCE AS MUCH AS
POSSIBLE FOR EASE OF MAINTENANCE AND WARRANTY.
12. FOLLOW MATERIAL MANUFACTURER'S RECOMMENDED
INSTALLATION PRACTICES.
13. CONTRACTOR MUST OBTAIN ANY/ALL NECESSARY PERMITS FOR
WORK. CONTRACTOR MUST SELECT “PAY AT COUNTER” SO THAT
THE BUILDING DEPARTMENT CAN WAIVE/ADJUST THE
MUNICIPALITY PERMIT FEE. THE CONTRACTOR WILL THEN RECEIVE
AN EMAIL FOR THE ADJUSTMENT AND BE ABLE TO LOG-IN TO PAY
JUST THE STATE PERMIT FEE.
GENERAL NOTES
SPORTS RUBBER FLOORING - COLOR 1
SPORTS RUBBER FLOORING - COLOR 2
STAIRWELL RUBBER FLOORING
VESTIBULE WALK OFF CARPET COLOR 1
PLAN LEGEND 25 FEET
CUSTOM LOGO
SPORTS RUBBER FLOORING - COLORS 3 +4
CUSTOM LOGO
WALK OFF CARPET COLORS 2 + 3
12 FEET
FE
E T
FE
E T
RUBBER WALL BASE
EXTERIOR STOREFRONT REPAIR
FLOORING PROJECT SCOPE
1. REMOVE ALL EXISTING FLOORING AND EXTRACT ADHESIVE
2. GRIND DOWN SLAB TO ACCOMMODATE THE EXTRA THICKNESS OF THE
FLOORING AT DOORS THAT SWING INTO THE HALLWAY TO MAINTAIN A
MINIMUM 1/4" UNDERCUT UNDER DOOR SWING AS INDICATED IN THE DOOR
SCHEDULE. THE EXISTING FLOORING IS APPROXIMATELY 1/8" OF AN INCH
THICK. PROVIDE 1:48 MAX SLOPE AT TRANSITION.
3. SHOT BLAST CONCRETE TO REQUIRED CSP BY MOISTURE MITIGATION
SYSTEM MANUFACTURER
4. INSTALL MOISTURE MITIGATION SYSTEM FOR 100% RH CONDITIONS AND
ALLOW TO CURE
5. ASSESS FLOORING AND REPORT BACK ON NEEDED THICKNESS FOR
UNDERLAYMENT.
6. INSTALL UNDERLAYMENT AS NECESSARY UP TO 1/8".
7. (SURFACE PREP MUST MEET MANUFACTURER'S REQUIREMENTS FOR
INSTALLING THE FLOOR)
8. MODIFY THRESHOLDS AS INDICATED ON THE DOOR SCHEDULE. SET NEW
THRESHOLDS IN A BED OF SEALANT.
9. INSTALL FLOORING PER MANUFACTURER'S RECOMMENDATIONS. PATTERN
CAN BE SLIGHTLY MODIFIED IN SHOP DRAWINGS TO BETTER MATCH SIZE OF
FLOORING MATERIAL.
FLOORING SPECIFICATIONS
* SEE GENERAL NOTES ON A1.1 AND PROJECT MANUAL FOR MORE DETAIL
ALUMINUM CURTAINWALL REPAIR PROJECT SCOPE
1. AFTER FLOORING AND ADHESIVE ARE REMOVED AND BEFORE NEW FLOOR IS
INTALLED PERFORM REPAIR WORK ON THE BOTTOM SILL PLATE OF THE
EXTERIOR CURTAINWALL SYSTEM AT THE FRONT AND THE BACK VESTIBULES
AND EXTERIOR STOREFRONT.
2. THE EXISTING SYSTEM IS EFCO WITH A BONE WHITE PAINT FINISH.
3. CAREFULLY REMOVE COVER CAP ON SILL PLATE.
4. THOROUGHLY REMOVE ALL EXISTING SEALANT AND CLEAN AND VACUUM
UNDER AND AROUND SILL.
5. REPAIR DETERIORATED ALUMINUM ON THE INTERIOR OF VESTIBULE WITH
BONDO AND APPLY TOUCH-UP PAINT TO THE BOTTOM SILL FOR THE ENTIRE
LENGTH OF THE VESTIBULE.
6. REPLACE EXISTING EXTERIOR SEALANT UNDER SYSTEM, USE A SHOULDER
CAULK BEAD WITH BACKER ROD, AND MAINTAIN OPEN AND CLEAR WEEPS
FOR PROPER DRAINAGE.
7. REINSTALL EXISTING EXTERIOR COVER CAP. REPLACE DAMAGED CAP AS
NECESSARY.
8. INSTALL A LOW-EXPANDING CLOSED CELL SPRAY FOAM UNDER SILL.
9. INSTALL SEALANT BELOW THE INTERIOR FACE OF SILL PLATE.
ALUMINUM CURTAIN WALL REPAIR SPECIFICATIONS
* SEE GENERAL NOTES ON A1.1 AND PROJECT MANUAL
TRANSITION STRIP TRANSITION STRIP
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PROJECT NAME AND ADDRESS
DRAWN BY DESIGNED BY
DATE
PROJECT NUMBER
PROFESSIONAL SEAL
SHEET TITLE
SHEET NUMBER
PROJECT PHASE
NO. DESCRIPTION DATE
SCALE
1 2 3 4 5 6 7 8 9 10
A
B
C
D
E
F
G
As indicated
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5/27/2026
26-082-01
FLOYD LITTLE
ATHLETIC CENTER
FLOORING
480 SHERMAN
PARKWAY
MAK MAK
FLOORING PLAN AND NOTES
A1.1
BID DOCUMENTS
1/16" = 1'-0"
GROUND FLOOR PLAN
1 Addendum #1 6/11/26
0 8 16 32 1/16" = 1'-0"
MEZZANINE STAIRS
DOOR THRESHOLD SCHEDULE
TAG
APPROXIMATE
EXISTING
UNDERCUT COMMENTS
E1 0" BUTT FLOORING TO EXISTING ELEVATOR THRESHOLD
H102A - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H102B - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H102C - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H102D - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H102E - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H102F - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H103A 1/2" BUTT FLOORING TO EXISTING VCT
H105A 1/2" BUTT FLOORING TO EXISTING VCT
H107A - PROVIDE TRANSITION STRIP
H108A - PROVIDE TRANSITION STRIP
H110A 1/2" BUTT FLOORING TO EXISTING VCT
H111A - PROVIDE TRANSITION STRIP TO CONCRETE FLOOR
H114A 5/8" BUTT FLOORING TO EXISTING VCT
H116A - BUTT FLOORING TO EXISTING MARBLE THRESHOLD
H117A 5/8" PROVIDE TRANSITION STRIP
H120A - BUTT FLOORING TO EXISTING MARBLE THRESHOLD
H121A 3/4" BUTT FLOORING TO EXISTING MARBLE THRESHOLD
H123A 3/8" BUTT FLOORING TO EXISTING VCT
H123B 3/8" BUTT FLOORING TO EXISTING VCT
H124A 1/4" BUTT FLOORING TO EXISTING MARBLE THRESHOLD
H130A 3/8" BUTT FLOORING TO EXISTING VCT
H131A - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H131B - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H131C - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H131D - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H131E - CHANGE THRESHOLD TO HALF SADDLE PEMKO 256A
H131F - PROVIDE TRANSITION STRIP
H132A - PROVIDE TRANSITION STRIP
H136A 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136B 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136C 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136D 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136E 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136F 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136G 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136H 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136I 1/4" BUTT FLOORING TO EXISTING THRESHOLD
H136J 1/4" BUTT FLOORING TO EXISTING THRESHOLD
| Sheets |
| A1.1 - FLOORING PLAN AND NOTES |
File details come from the government source that posted it. Updated .