R-0 · ghtd project no. 03-021 sgh project no. 191971.00 bid set - not for construction 03 august...

R-0.0

COVER SHEET

GHTD PROJECT NO. 03-021

SGH PROJECT NO. 191971.00

BID SET - NOT FOR CONSTRUCTION

03 AUGUST 2020

DRAWING CONTENTS:

R-0.0 COVER SHEET

R-0.1 SITE PLAN

R-1.0 OVERALL ROOF PLAN

R-1.1 FLUID-APPLIED WATERPROOFING:

ROOF PLAN

R-2.0 FLUID APPLIED WATERPROOFING:

DETAILS

ENGINEER, DESIGNER OF RECORD:

Simpson Gumpertz & Heger, Inc.

480 Totten Pond Dr.

Waltham, MA 02451

Contact:

Ms. Katherine Wissink, P.E. (Project Manager)

Tel. No.: 781-907-9329

Cell No.: 781-424-3919

E-mail: [email protected]

Mr. Matthew Bronski, P.E. (Principal)

Tel. No.: 781-907-9264

Cell No.: 781-424-3946


OWNER:

Greater Hartford Transit District

1 Union Place

Hartford, CT 06103

Contact: Ms. LaShaunda Drake


LEGEND:

· (E) = EXISING (ITEMS NOT SPECIFICALLY DESIGNATED

AS EXISTING ARE PROPOSED)

· GHTD = GREATER HARTFORD TRANSIT DISTRICT

· S.S. = STAINLESS STEEL

· NTS = NOT TO SCALE

· TYP. = TYPICAL

· SIM. = SIMILAR

· O.C. = ON CENTER

LOCUS PLAN

SIMPSON GUMPERTZ & HEGEREngineering of Structuresand Building Enclosures

Simpson Gumpertz & Heger Inc.480 Totten Pond RoadWaltham, Massachusetts 02451main: 781.907.9000 fax: 781.907.9009www.sgh.com

BostonChicagoHouston

Los AngelesNew York

San FranciscoWashington, DC

Project No.

Drawing No.

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Drawing Title

Project

No. DescriptionDate

Seal

Owner Cilent

By

Approved

UNION STATIONTRANSPORTATIONCENTER: ROOFING

REPLACEMENT - ROOFUNDER TRACKS

1 UNION PLACE,HARTFORD,CT

BID

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PHOTO - AERIAL VIEW

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JCD/KSW

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RML

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AS NOTED

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UNION STATION TRANSPORTATION CENTER ROOFING REPLACEMENT - ROOF UNDER TRACKS 1 UNION PLACE HARTFORD, CT

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191971.00

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08/03/2020

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AREA OF WORK




Los AngelesNew York


Project No.

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Owner Cilent

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R-0.1

SITE PLAN

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191971.00

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08/03/2020

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JCD/KSW

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RML

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AS NOTED

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SITE USAGE AND LOGISTICS 1. Provide construction fence as shown and as additionally required to fully Provide construction fence as shown and as additionally required to fully cordon off areas when work is occurring. Maintain minimum 4' width of public sidewalk. 2. Coordinate lay down areas and location of site fencing with GHTD prior to Coordinate lay down areas and location of site fencing with GHTD prior to start of construction. 3. Protect all existing landscaping from damage. Provide protection around Protect all existing landscaping from damage. Provide protection around all trees. 4. Maintain access/egress from all building entrances at all times Maintain access/egress from all building entrances at all times throughout the project. Provide overhead protection when work is occurring above. 5. Sidewalk to remain open to pedestrians throughout construction. Sidewalk to remain open to pedestrians throughout construction. 6. Maintain vehicular drive lanes and parking spaces throughout construction. Maintain vehicular drive lanes and parking spaces throughout construction. Coordinate any temporary closures with GHTD. 7. Limited Contractor laydown areas available. Possible Contractor laydown Limited Contractor laydown areas available. Possible Contractor laydown sites as noted on the site plan below. 8. Assume no contractor parking provided by owner. Assume no contractor parking provided by owner. 9. Businesses within the building will remain open throughout construction. Businesses within the building will remain open throughout construction. Access to and from the building must be unobstructed at all times. 10. Proposed contractor laydown area, contractor storage trailer, and Proposed contractor laydown area, contractor storage trailer, and contractor dumpster areas all beneath platform.

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LEGEND

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(E) BUILDING ROOF OVERHANG, CANOPY OUTLINE, OR OTHER AREA OUT OF SCOPE (E) BUILDING ENTRANCE OR EMERGENCY EGRESS TO REMAIN OPEN AND UNOBSTRUCTED - PROVIDE OVERHEAD PROTECTION WHEN WORK IS OCCURRING ABOVE PROPOSED CONTRACTOR LAYDOWN AREA PROPOSED CONTRACTOR CONSTRUCTION FENCING PROPOSED CONTRACTOR STORAGE TRAILER PROPOSED CONTRACTOR DUMPSTER

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CHURCH STREET (CONTINUES UNDER ELEVATED TRACKS)

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INACTIVE PLATFORM CANOPY ROOF (NIC)

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PROJECT NORTH

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1

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SITE PLAN

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SCALE: NTS

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ASYLUM STREET (CONTINUES UNDER ELEVATED TRACKS)

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GHTD PARKING LOT

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ROOF UNDER TRACKS

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ACTIVE PLATFORM CANOPY ROOF (NIC)

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RAILROAD TRACKS

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ALTERNATE DUMPSTER LOCATION

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SPRUCE STREET

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BUS TERMINAL

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BUS CANOPY ROOF (NIC)

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UNION PLACE

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PUBLIC SIDEWALK

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PUBLIC SIDEWALK

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MAIN ENTRANCE

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TRAIN STATION (NOT IN CONTRACT)

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BUS LOADING ROOF (NIC)

GENERAL NOTES OVERVIEW SUMMARY SCOPE OF WORK

LEGEND

R-1.0

OVERALL ROOF PLAN




Los AngelesNew York


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1

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PLAN: OVERVIEW OF ALL ROOFS

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N.T.S

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BUS LOADING

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TAXI STAND

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PROJECT NORTH

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ROOF NOT IN SCOPE

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PROVIDE ALL LABOR, MATERIALS, EQUIPMENT SERVICES, AND ACCESSORIES NECESSARY TO FURNISH AND INSTALL WORK ON THIS SECTION, COMPLETE AND FUNCTIONAL AS INDICATED IN THE CONTRACT DOCUMENTS AND AS SPECIFIED HEREIN. 1. WORK WILL BE PERFORMED AT UNION STATION, ONE UNION PLACE, HARTFORD, CONNECTICUT. WORK WILL BE PERFORMED AT UNION STATION, ONE UNION PLACE, HARTFORD, CONNECTICUT. 2. THE BUILDING WILL REMAIN OCCUPIED AT ALL TIMES. COORDINATE WITH THE GREATER THE BUILDING WILL REMAIN OCCUPIED AT ALL TIMES. COORDINATE WITH THE GREATER HARTFORD TRANSIT DISTRICT (GHTD) TO MAINTAIN OCCUPANT ACCESS TO THE BUILDING AT ALL TIMES, INCLUDING HANDICAPPED ACCESS. MAINTAIN ENTRANCE THROUGH THE MAIN ENTRANCES AT ALL TIMES BY PERMANENT OR SUFFICIENT TEMPORARY MEANS. 3. PROVIDE THE ENGINEER WITH ASSISTANCE AND ACCESS TO ALL AREAS OF THE BUILDING PROVIDE THE ENGINEER WITH ASSISTANCE AND ACCESS TO ALL AREAS OF THE BUILDING WHERE THE WORK WILL BE PERFORMED, INCLUDING INCIDENTAL LABOR AND FACILITIES. 4. ALL WORK IS TO BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. ALL WORK IS TO BE DONE IN ACCORDANCE WITH APPLICABLE CODES AND REGULATIONS. 5. FIELD VERIFICATION OF EXISTING CONDITIONS: VERIFY ALL SITE CONDITIONS AND DIMENSIONS FIELD VERIFICATION OF EXISTING CONDITIONS: VERIFY ALL SITE CONDITIONS AND DIMENSIONS BY FIELD MEASUREMENT IN CONSIDERATION OF THE SPECIAL CONDITIONS ASSOCIATED WITH ALTERATIONS OF AN EXISTING AND OPERATING BUILDING. NOTE: THIS OVERVIEW SUMMARY SCOPE OF WORK IS PROVIDED FOR THE CONVENIENCE OF THE CONTRACTOR, AS AN OVERVIEW INTRODUCTION TO THE SCOPE OF WORK INCLUDED IN THE DRAWINGS AND SPECIFICATIONS, WHICH SUPERSEDE THIS OVERVIEW SUMMARY. REVIEW THE DRAWINGS AND SPECIFICATIONS THOROUGHLY FOR THE FULL SCOPE OF WORK. ROOF UNDER TRACKS A. REMOVE THE EXISTING ROOFING SYSTEM (INCLUDING METAL FLASHINGS AND ALL RELATED REMOVE THE EXISTING ROOFING SYSTEM (INCLUDING METAL FLASHINGS AND ALL RELATED COMPONENTS) AT THE ROOF BELOW THE TRAIN TRACKS. THE ROOFING SYSTEM GENERALLY CONSISTING OF (FROM TOP TO BOTTOM): PRECAST CONCRETE PAVERS, DRAINAGE MAT, 3-PLY BUILT-UP ROOFING (ASPHALTIC), ½ IN. COVER BOARD, AND INSULATION DOWN TO THE EXISTING CONCRETE ROOF DECK (TO REMAIN), SEE 2/R-1.1. B. PROVIDE NEW PLAZA WATERPROOFING AND PAVING SYSTEM AT THE ROOF BELOW THE TRAIN PROVIDE NEW PLAZA WATERPROOFING AND PAVING SYSTEM AT THE ROOF BELOW THE TRAIN TRACKS CONSISTING OF (FROM BOTTOM TO TOP): EXISTING CONCRETE ROOF DECK, REINFORCED FLUID-APPLIED POLYURETHANE WATERPROOFING MEMBRANE, DRAINAGE MAT, INSULATION, AND PRECAST CONCRETE PAVERS. C. PROVIDE ALL MATERIALS, TRANSITIONS, AND TERMINATIONS FOR A COMPLETE, RELIABLE, PROVIDE ALL MATERIALS, TRANSITIONS, AND TERMINATIONS FOR A COMPLETE, RELIABLE, FULLY WATERTIGHT SYSTEM AND INSTALLATION, INCLUDING BUT NOT LIMITED TO THE FOLLOWING: 1. PROVIDE LIQUID-FLASHING AT ROOF PENETRATIONS. PROVIDE LIQUID-FLASHING AT ROOF PENETRATIONS. 2. PROVIDE STAINLESS STEEL FLASHING AT ROOF CURBS, EDGE FLASHING, AND AT LOCATIONS PROVIDE STAINLESS STEEL FLASHING AT ROOF CURBS, EDGE FLASHING, AND AT LOCATIONS AS INDICATED ON THE DRAWINGS. 3. PROVIDE NEW CLAMPING RINGS AND STRAINERS AT THE EXISTING DRAIN LOCATIONS. PROVIDE NEW CLAMPING RINGS AND STRAINERS AT THE EXISTING DRAIN LOCATIONS. 4. PROVIDE NEW GALVANIZED STEEL ANGLE EDGE RESTRAINTS AT THE FREE EDGES OF THE PROVIDE NEW GALVANIZED STEEL ANGLE EDGE RESTRAINTS AT THE FREE EDGES OF THE ROOF.

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BUS CANOPY (NOT IN SCOPE)

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ROOF UNDER TRACKS

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(E) ACTIVE TRAIN PLATFORM

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(E) ACTIVE TRAIN TRACKS

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(E) INACTIVE TRAIN TRACKS

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(E) INACTIVE TRAIN PLATFORM

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(E) BUILDING (NOT IN SCOPE)

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1

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R-1.1

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RML

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SKW

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MBB

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AS NOTED

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191971.00

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08/03/2020

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Los AngelesNew York


Project No.

Drawing No.

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Drawing Title

Project

No. DescriptionDate

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Owner Cilent

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BID

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R-1.1

FLUID-APPLIEDWATERPROOFING:

ROOF PLAN

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LEGEND

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(E) PIPE PENETRATION, SEE DETAIL 6/R-2.0

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DRAIN, SEE DETAIL 3/R-2.0

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P

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P

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P

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STRUCTURAL SUPPORT, SEE DETAIL 2/R-2.0

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1

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3/32" = 1'-0"

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PLAN: ROOF UNDER TRACKS

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5

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R-2.0

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5

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R-2.0

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4

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4

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4

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R-2.0

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PENTHOUSE FOR ACCESS TO PLATFORM (NIC)

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LOW-HANGING PIPES TO REMAIN IN PLACE. REDUCE INSULATION HEIGHT AS REQUIRED BASED ON CLEARANCE HEIGHT BELOW PIPES.

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GUTTER FOR SECONDARY DRAINAGE, CONFIRM LOCATION OF DOWNLEADERS. CONNECT NEW GUTTER TO EXISTING DOWNLEADERS. PROVIDE BAFFLE-TYPE EXPANSION JOINTS AT MID-POINTS BETWEEN GUTTERS.

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ROOFING SYSTEM. SEE 2/R-1.1 FOR EXISTING ROOFING, 3/R-1.1 FOR PHOTOS OF EXISTING CONDITIONS, AND 1/R-2.0 FOR NEW WATERPROOFING

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(E) MASONRY BUILDING WALL

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NOTE: LOW TRAIN PLATFORMS AND LOW TRAIN TRACKS NOT SHOWN, REFER TO 1/R-1.0 FOR APPROXIMATE LOCATION OF TRAIN PLATFORMS AND TRACKS.

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3

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N.T.S.

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PHOTOS OF EXISTING CONDITIONS

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OVERVIEW OF ROOF SHOWING TYPICAL PENETRATIONS AND STRUCTURE OF TRAIN TRACKS ABOVE

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OVERVIEW OF ROOF SHOWING LOW-HANGING PIPES BENEATH TRAIN TRACKS

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DIRECTION OF SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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SLOPE

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2

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N.T.S.

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SECTION EXISTING ROOFING SYSTEM

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(E) THREE-PLY ASPHALTIC BUILT-UP ROOFING

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(E) DRAINAGE MAT

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(E) CONCRETE PAVERS, 1 " THICK12" THICK

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(E) STRUCTURAL CONCRETE DECK TO REMAIN

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(E) INSULATION TYP. 3 " THICK12" THICK

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(E) " COVER BOARD12" COVER BOARD

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191971.00

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08/03/2020

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JCD/KSW

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RML

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MBB

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AS NOTED




Los AngelesNew York


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R-2.0

FLUID-APPLIEDWATERPROOFING:

DETAILS

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9

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ISOMETRIC: EDGE FLASHING EXPANSION JOINT

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N.T.S

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OVERLAP METAL FLASHING AND BED LAP IN SEALANT 1"

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APPLY 8" WIDE STRIP OF FLUID-APPLIED MEMBRANE FLASHING CENTERED OVER LAP

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1

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NTS.

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SECTION - NEW FLUID-APPLIED ROOFING SYSTEM

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MINERAL WOOL INSULATION, 6" THICK

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(E) STRUCTURAL CONCRETE DECK

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PRIMER APPLIED TO SUBSTRATE

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CONCRETE PAVERS ON PEDESTALS

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DRAINAGE MAT

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REINFORCED FLUID-APPLIED MEMBRANE

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2

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NTS.

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PHOTO AND ISOMETRIC - FLASHING AT IRREGULAR PENETRATION

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2A PHOTOPHOTO

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NOTES: 1. PAVING SYSTEM NOT SHOWN FOR CLARITY 2. IRREGULAR PENETRATION SHAPES AND GEOMETRIES VARY FROM THOSE SHOWN IN 2A AND 2B, BUT CONCEPT REMAINS SIMILAR

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FUILD-APPLIED WATERPROOFING MEMBRANE SKIRT WRAPPED AROUND METAL PENETRATION W/2" MIN. OVERLAP @ ALL JOINTS.

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FLUID-APPLIED RESIN OR PRIMER

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IRREGULAR PENETRATION POWER TOOL CLEAN METAL SURFACE TO BE FLASHED PER SSPC-SP3.

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FLUID-APPLIED WATERPROOFING MEMBRANE TIGHT TO PENETRATION

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FLUID-APPLIED WATERPROOFING MEMBRANE COLLAR SNUG FIT AROUND PENETRATION TO PROVIDE 1" MIN. VERTICAL TURN UP.

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1" TYP.

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6" (TYP.)

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2B ISOMETRICISOMETRIC

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FLUID-APPLIED WATERPROOFING FIELD MEMBRANE EXTENDED 6" MIN. OVER DRAIN FLASHING.

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FLUID-APPLIED WATERPROOFING MEMBRANE FLASHING-EXTEND MINIMUM OF 3" INTO PREPARED AND PRIMED DRAIN BOWL.

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3

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NTS.

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SECTION - DETAIL AT DRAIN

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TYPICAL FLUID-APPLIED ROOFING SYSTEM, SEE 1/R-2.0

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CUT NEW REGLET TO ACCOMMODATE SHEET METAL FLASHING. SEE DETAIL 7/R-2.0.

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REGLET-SET COUNTERFLASHING WITH CONTINUOUS HOOK STRIP

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(2) PLY FLASHING EXTEND TOP PLY 4" MIN. HORIZONTALLY ON TO FIELD SUBSTRATE.

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CONTINUOUS BOTTOM PLY OF FLUID-APPLIED WATERPROOFING MEMBRANE @ WALL TO DECK TRANSITION

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FLUID-APPLIED WATERPROOFING

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4

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NTS.

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SECTION - DETAIL AT RISING WALL

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FLUID-APPLIED WATERPROOFING MEMBRANE FLASHING-EXTEND FULL WIDTH OF FLANGE & 4" MINIMUM ONTO FIELD MEMBRANE.

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NOTES: 1. EDGE WITH GUTTER EDGE WITH GUTTER SHOWN. EDGE WITHOUT GUTTER SIMILAR. 2. PROVIDE GUTTER AT PROVIDE GUTTER AT WEST ELEVATION.

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5

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NTS.

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SECTION - EDGE FLASHING

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FLUID-APPLIED MEMBRANE FLASHING

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GALV. STEEL ANGLE, FASTENED TO CONCRETE DECK AT 12" O.C. GAP ANGLES 1". DO NOT FASTEN THROUGH METAL FLASHING. SET BOTTOM LEG OF ANGLE IN CONTINUOUS BED OF WET FLUID-APPLIED WATERPROOFING.

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RADIAL CUTS TO SKIRT AS REQUIRED

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FLUID-APPLIED WATERPROOFING FIELD MEMBRANE CUT TIGHT TO PENETRATION

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FLUID-APPLIED WATERPROOFING MEMBRANE COLLAR CUT INSIDE DIA. 1/2" SMALLER THAN PIPE DIAMETER

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FLUID-APPLIED WATERPROOFING MEMBRANE SKIRT WRAPPED AROUND PIPE W/ 2" MIN. OVERLAP

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POWER TOOL CLEAN TUBE STEEL PER SSPC-SP3.

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1"

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1"

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NOTE: PAVING SYSTEM NOT PAVING SYSTEM NOT SHOWN FOR CLARITY

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6

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NTS.

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SECTION - PIPE PENETRATION FLASHING

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CONTINUOUS SEALANT OVER BACKER ROD. SEE DETAIL 8/R-2.0.

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S.S. DRIVE PINS WITH NYLON SLEEVES AT 6" O.C.

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BACKER ROD

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METAL FLASHING IN REGLET SLOPED TO EXTERIOR

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(E) WALL

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7

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SECTION - TYPICAL REGLET

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SCALE: NTS

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SEALANT

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SUBSTRATE AS NOTED ON SPECIFIC DETAIL

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BACKER ROD

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NOTES: 1. USE HOURGLASS GEOMETRY FOR ALL JOINTS WITH IN-PLANE, PARALLEL USE HOURGLASS GEOMETRY FOR ALL JOINTS WITH IN-PLANE, PARALLEL SURFACES ON EACH SIDE OF JOINT. 2. USE FILLET GEOMETRY FOR ALL JOINTS WITH PERPENDICULAR USE FILLET GEOMETRY FOR ALL JOINTS WITH PERPENDICULAR SURFACES ON EACH SIDE OF JOINT. 3. FOR HOURGLASS GEOMETRY, INSTALL BACKER ROD SUCH THAT SEALANT FOR HOURGLASS GEOMETRY, INSTALL BACKER ROD SUCH THAT SEALANT DEPTH (D) EQUALS 1/2W, TO A MAXIMUM DEPTH OF 1/2".

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SEALANT

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BOND BREAKER TAPE OR TRIANGULAR BACKER ROD

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SUBSTRATE AS NOTED ON SPECIFIC DETAILS

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58"

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58"

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12"

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12"

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%%UEXTERIOR

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%%UINTERIOR

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%%UHOURGLASS GEOMETRY

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%%UFILLET GEOMETRY

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8

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NTS.

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SECTION AND PLAN: TYPICAL SEALANT JOINT GEOMETRIES

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12 IN DIAM. HOLES @ 6" O.C. IN ANGLE TO ALLOW FOR DRAINAGE, DRILL HOLES BEFORE GALVANIZING

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14" HEM

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FLUID-APPLIED WATERPROOFING FIELD MEMBRANE-TURN DOWN VERTICAL FACE OF WALL.

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FASTENERS 4" O.C., STAGGERED 1".

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STRAINER

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18" OPEN JOINTS

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RUBBER PEDESTAL WITH INTEGRAL CRUCIFORM TAB

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(E) DRAIN BOWL, PREPARE & PRIME DRAIN BOWL AS REQ'D. FOR FLUID-APPLIED MEMBRANE APPLICATION TO (E) DRAIN BOWL. PROVIDE (N) CLAMPING RING AND STRAINER ABOVE

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WRAP DRAIN STRAINER W/GEOTEXTILE FILTER FABRIC & EXTEND 12" MIN. INTO HORIZONTAL PLANE

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18" THICK, 2" WIDE GUTTER STRAP AT 18" O.C.

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COPPER GUTTER 6" WIDE BY 4" HIGH. SEE DETAIL 9/R-2.0 FOR EXPANSION JOINT

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34" BY " BAR316" BAR

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TRANSVERSE " BY " 34" BY " 316" GUTTER BRACE AT EACH GUTTER STRAP

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18" OPEN JOINTS

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18" OPEN JOINTS

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IRREGULAR PENETRATION POWER TOOL CLEAN ALL (E) METAL SURFACES TO BE FLASHED PER SSPC-SP3.

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%%UEXTERIOR

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%%UINTERIOR

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CLAMPING RING

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USE ONLY WHOLE (UNCUT) PAVERS AT ROOF EGES. LOCATE ANY CUT PAVERS AS FAR FROM ROOF EDGES AS POSSIBLE (TYP.)

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APPLY CONTINUOUS FILLET OF FLUID-APPLIED WATERPROOFING TO GALVANIZED STEEL ANGLE, TAKING CARE TO NOT OBSTRUCT WEEPS. SEE DETAIL 8/R-2.0.

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FASTENERS 12" O.C.

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PLYWOOD

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CEMENTITIOUS PARGE COAT

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(E) BROWNSTONE MASONRY

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191971.00

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08/03/2020

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JCD/KSW

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RML

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MBB

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AS NOTED

R-0 · ghtd project no. 03-021 sgh project no. 191971.00 bid set - not for construction 03 august...

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Transcript of R-0 · ghtd project no. 03-021 sgh project no. 191971.00 bid set - not for construction 03 august...