32C-058 2016_0308 Addendum 1 - FINALLIVE 155 PFRA+LDa
155 Pleasant St March 8, 2016
Northampton, MA Addendum #1
ADDENDUM – 1
Page 1 of 34
ADDENDUM - #1
TO
CONTRACT DOCUMENTS
DRAWINGS AND PROJECT MANUAL
03-08-16
This Addendum modifies, amends and supplements designated parts of the 75% Contract Documents,
Construction Drawings & Project Manual, for the Live 155 mixed use project, dated 02-25-2016, and is
hereby made a part thereof by reference, and shall be as binding as though inserted in its entirety in the
locations designated hereunder. It shall be the responsibility of all Contractors Subcontractors and
Suppliers proposed for the various parts of the work, to incorporate any changes or modifications
contained in this Addendum in their pricing/proposals.
I. ADDENDUM TO THE 75% CONTRACT DOCUMENTS - PROJECT MANUAL:
Addendum to the 75% Contract Documents Project Manual contains numbered item descriptions,
complete revised specification section.
Description items are grouped and numbered by specification section number, i.e., 033000.1 is a
modification or addition to the specification section 033000. Complete specification sections and the table
of contents are included with changes identified in bold.
Re-issued or added specification sections will follow the drawing/specification addendum list in this
document.
II. ADDENDUM TO THE 75% CONTRACT DOCUMENTS - DRAWINGS:
Addendum to the 75% Contract Document Drawings contains numbered item descriptions, three (3) SK
drawing(s) and one (1) full size sheet.
Description items are grouped and numbered by discipline (Section), i.e., 4/A210 is a modification or
addition to drawing #2 on the Architectural plan sheet A210.
Sketches and re-issued sheets will follow the drawing/specification addendum list in this document.
III. SUPPLEMENT TO THE 75% CONTRACT DOCUMENTS – GC QUESTIONS & ANSWERS:
Questions from contractors are dated, attributed and answered in the included spreadsheet. All questions
received after Monday, May 7th will be answered by Addendum #2.
IV. SUPPLEMENT TO THE 75% CONTRACT DOCUMENTS – WALK-THROUGH MINUTES:
Minutes and attendance for the project walk through of 3/2/2016 are included here for record.
LIVE 155 PFRA+LDa
155 Pleasant St March 8, 2016
Northampton, MA Addendum #1
ADDENDUM – 1
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I. ADDENDUM TO THE BID SPECIFICATIONS:
ITEM # SECTION # DESCRIPTION
1 055100 Replace section 055100 with revised specification.
2 061600 Disregard references to ZIP roof sheathing. Roof sheathing per
structural drawings and specification.
3 080010 Replace door schedule with revised version.
4 085413/2.1 A Add Marvin as an acceptable manufacturer of fiberglass windows.
5 085413/2.3 A IGUs for double hung, casement and fixed units are to be 11/16” in
thickness.
6 072100 Replace Section 72100 “Thermal Insulation” with revised specification
II. ADDENDUM TO THE BID DRAWINGS:
ITEM # DRAWING # DESCRIPTION DWG #
1 L4.0 Replace L4.0 with revised version. L4.0
2 7/A001 Replace 7/A001 with revised version. SKA-1
3 2/A001 Replace 2/A001 with revised version. SKA-2
4 A002 Replace ceiling types C1 & C3 with revised version. SKA-3
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Northampton, MA
METAL STAIRS AND RAILINGS
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SECTION 055100
METAL STAIRS AND RAILINGS
PART 1 - GENERAL
1.1 GENERAL PROVISIONS
A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within
DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of
the Specifications.
1.2 DESCRIPTION OF WORK
A. Work Included: Provide labor, materials and equipment necessary to complete the work of this
Section, including but not limited to the following:
1. Preassembled steel stairs with concrete filled treads.
2. Steel tube railings, interior and exterior.
3. Steel tube handrails, interior and exterior.
4. Steel tube guardrails, interior and exterior.
B. Related Work: The following items are not included in this Section and are specified under the
designated Sections:
1. Section 055000 - METAL FABRICATIONS for metal treads and nosings not installed in
metal stairs.
2. Section 061000 - ROUGH CARPENTRY for wood blocking for anchoring railings.
3. Section 092110 - GYPSUM BOARD ASSEMBLIES for metal backing for anchoring
railings.
4. Section 099000 - PAINTING AND COATING for field painting work of this section.
1.3 PERFORMANCE REQUIREMENTS
A. Delegated Design: Design stairs and railings, including comprehensive engineering analysis by
a qualified professional engineer, using performance requirements and design criteria indicated.
B. Structural Performance of Stairs: Provide metal stairs capable of withstanding the effects of
gravity loads and the following loads and stresses within limits and under conditions indicated:
1. Uniform Load and Concentrated Loads: As required by Code.
2. Stair Framing: Capable of withstanding stresses resulting from railing loads in addition to
loads specified above.
3. Limit deflection of treads, platforms, and framing members to L/360 or 1/4 inch,
whichever is less.
C. Structural Performance of Railings: Provide railings capable of withstanding the effects of
gravity loads and Code required loads and stresses within limits and under conditions indicated.
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D. Seismic Performance: Provide metal stairs capable of withstanding the effects of earthquake
motions determined according to Code.
1.4 SUBMITTALS
A. Product Data: For metal stairs and the following:
1. Site-filled metal-pan stair treads.
2. Paint products.
3. Grout.
B. Shop Drawings: Include plans, elevations, sections, details, and attachments to other work.
1. Provide templates for anchors and bolts specified for installation under other Sections.
C. Delegated-Design Submittal: For stairs and railings indicated to comply with performance
requirements and design criteria, including structural analysis data signed and sealed by the
qualified professional engineer responsible for their preparation.
D. Welding certificates.
E. Qualification Data: For professional engineer.
1.5 QUALITY ASSURANCE
A. Engineering Responsibility: Preparation of Shop Drawings, design calculations, and other
structural data by a qualified professional engineer.
B. Professional Engineer Qualifications: A professional engineer who is legally qualified to practice
in the jurisdiction where Project is located and who is experienced in providing engineering
services of the kind indicated. Engineering services are defined as those performed for
installations of metal stairs and railings that are similar to those indicated for this Project in
material, design, and extent.
C. Installer Qualifications: Fabricator of products.
D. NAAMM Stair Standard: Comply with "Recommended Voluntary Minimum Standards for Fixed
Metal Stairs" in NAAMM AMP 510, "Metal Stairs Manual," for class of stair designated, unless
more stringent requirements are indicated.
1. Preassembled Stairs: Commercial class.
E. Welding: Qualify procedures and personnel according to the following:
1. AWS D1.1, "Structural Welding Code--Steel."
2. AWS D1.3, "Structural Welding Code--Sheet Steel."
1.6 COORDINATION
A. Coordinate selection of shop primers with topcoats to be applied over them. Comply with paint
and coating manufacturers' written recommendations to ensure that shop primers and topcoats
are compatible with one another.
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B. Coordinate installation of anchorages for metal railings. Furnish setting drawings, templates,
and directions for installing anchorages, including sleeves, concrete inserts, anchor bolts, and
items with integral anchors, that are to be embedded in concrete or masonry. Deliver such
items to Project site in time for installation.
C. Coordinate locations of hanger rods and struts with other work so that they will not encroach on
required stair width and will be within the fire-resistance-rated stair enclosure.
PART 2 - PRODUCTS
2.1 METALS, GENERAL
A. Metal Surfaces, General: Provide materials with smooth, flat surfaces, unless otherwise
indicated. For components exposed to view in the completed Work, provide materials without
seam marks, roller marks, rolled trade names, or blemishes.
2.2 FERROUS METALS
A. Steel Plates, Shapes, and Bars: ASTM A 36/A 36M.
B. Steel Tubing: ASTM A 500 (cold formed) or ASTM A 513, Type 5 (mandrel drawn).
C. Rolled-Steel Floor Plate: ASTM A 786/A 786M, rolled from plate complying with
ASTM A 36/A 36M or ASTM A 283/A 283M, Grade C or D.
D. Uncoated, Hot-Rolled Steel Sheet: ASTM A 1011/A 1011M either commercial steel, Type B, or
structural steel, Grade 30, unless another grade is required by design loads.
E. Galvanized Steel Sheet: ASTM A 653/A 653M, G90 coating, either commercial steel, Type B,
or structural steel, Grade 33, unless another grade is required by design loads.
2.3 FASTENERS
A. General: Provide zinc-plated fasteners with coating complying with ASTM B 633,
Class Fe/Zn 25 for exterior use, and Class Fe/Zn 5 where built into exterior walls. Select
fasteners for type, grade, and class required.
2.4 MISCELLANEOUS MATERIALS
A. Welding Rods and Bare Electrodes: Select according to AWS specifications for metal alloy
welded.
B. Shop Primers: Provide primers that comply with Section 099000 - PAINTING AND COATING.
C. Zinc-Rich Primer: Complying with SSPC-Paint 20 or SSPC-Paint 29 and compatible with
topcoat.
1. Use primer with a VOC content of 420 g/L (3.5 lb/gal.) or less when calculated according
to 40 CFR 59, Subpart D (EPA Method 24).
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D. Galvanizing Repair Paint: High-zinc-dust-content paint for regalvanizing welds in steel,
complying with SSPC-Paint 20.
1. Provide interior, field-applied paint with a VOC content of 250 g/L or less, when
calculated according to 40 CFR 59, Subpart D (EPA Method 24).
E. Isolation Coating: ASTM D 1187, cold-applied asphalt emulsion, VOC compliant, compounded
for 15-mil dry film thickness per coat. Provide inert-type noncorrosive compound free of
asbestos fibers, sulfur components, and other deleterious impurities.
F. Concrete Materials and Properties: Comply with requirements in Section 033000 - CAST-IN-
PLACE CONCRETE for normal-weight, air-entrained, ready-mix concrete with a minimum 28-
day compressive strength of 3000 psi, unless otherwise indicated.
2.5 FABRICATION, GENERAL
A. Provide complete stair assemblies, including metal framing, hangers, struts, railings, clips,
brackets, bearing plates, and other components necessary to support and anchor stairs and
platforms on supporting structure.
1. Join components by welding, unless otherwise indicated.
2. Use connections that maintain structural value of joined pieces.
3. Fabricate treads and platforms of exterior stairs so finished walking surfaces slope to
drain.
B. Preassembled Stairs: Assemble stairs in shop to greatest extent possible. Disassemble units
only as necessary for shipping and handling limitations. Clearly mark units for reassembly and
coordinated installation.
C. Cut, drill, and punch metals cleanly and accurately. Remove burrs and ease edges to a radius
of approximately 1/32 inch, unless otherwise indicated. Remove sharp or rough areas on
exposed surfaces.
D. Form bent-metal corners to smallest radius possible without causing grain separation or
otherwise impairing work.
E. Form exposed work true to line and level with accurate angles and surfaces and straight edges.
F. Weld connections to comply with the following:
1. Use materials and methods that minimize distortion and develop strength and corrosion
resistance of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. Weld exposed corners and seams continuously, unless otherwise indicated.
5. At exposed connections, finish exposed welds and surfaces smooth and blended so no
roughness shows after finishing and contour of welded surface matches that of adjacent
surface.
G. Form exposed connections with hairline joints, flush and smooth, using concealed fasteners
where possible. Where exposed fasteners are required, use Phillips flat-head (countersunk)
screws or bolts unless otherwise indicated. Locate joints where least conspicuous.
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H. Comply with “Guideline 1: Joint Finishes”, by National Ornamental & Miscellaneous Metals
Association (NOMMA), as follows:
1. Typical Railing: Type 2 or better, unless otherwise indicated.
I. Fabricate joints that will be exposed to weather in a manner to exclude water. Provide weep
holes where water may accumulate.
2.6 STEEL-FRAMED STAIRS
A. Available Manufacturers:
1. Alfab, Inc.
2. American Stair, Inc.
3. Worthington Metal Fabricators, formerly Sharon Companies Ltd. (The).
B. Stair Framing:
1. Fabricate stringers of steel plates or channels. Provide closures for exposed ends of
stringers.
2. Construct platforms of steel plate or channel headers and miscellaneous framing
members as needed to comply with performance requirements.
3. Weld stringers to headers; weld framing members to stringers and headers.
4. Where stairs are enclosed by gypsum board or shaft-wall assemblies, provide hanger
rods or struts to support landings from floor construction above or below. Locate hanger
rods and struts where they will not encroach on required stair width and will be within the
fire-resistance-rated stair enclosure.
5. Where masonry walls support metal stairs, provide temporary supporting struts designed
for erecting steel stair components before installing masonry.
C. Metal-Pan Stairs: Form risers, subtread pans, and subplatforms to configurations shown from
steel sheet of thickness needed to comply with performance requirements but not less than
0.0677 inch.
1. Steel Sheet: Uncoated hot-rolled steel sheet, unless otherwise indicated.
2. Directly weld metal pans to stringers; locate welds on top of subtreads where they will be
concealed by concrete fill. Do not weld risers to stringers.
3. Shape metal pans to include nosing integral with riser.
4. Provide subplatforms of configuration indicated or, if not indicated, the same as
subtreads. Weld subplatforms to platform framing.
2.7 STEEL TUBE RAILINGS
A. General: Fabricate railings to comply with requirements indicated for design, dimensions,
details, finish, and member sizes, including wall thickness of tube, post spacings, and
anchorage, but not less than that needed to withstand indicated loads.
B. Welded Connections: Fabricate railings with welded connections. Cope components at
connections to provide close fit, or use fittings designed for this purpose. Weld all around at
connections, including at fittings.
C. Form changes in direction of railings as detailed on the Drawings.
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METAL STAIRS AND RAILINGS
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D. Form simple and compound curves by bending members in jigs to produce uniform curvature
for each repetitive configuration required; maintain cross section of member throughout entire
bend without buckling, twisting, cracking, or otherwise deforming exposed surfaces of
components.
E. Close exposed ends of railing members with prefabricated end fittings.
F. Provide wall returns at ends of wall-mounted handrails, unless otherwise indicated. Close ends
of returns unless clearance between end of rail and wall is 1/4 inch or less.
G. Brackets, Flanges, Fittings, and Anchors: Provide wall brackets, end closures, flanges,
miscellaneous fittings, and anchors for interconnecting components and for attaching to other
work. Furnish inserts and other anchorage devices for connecting to concrete or masonry work.
1. Connect posts to stair framing by direct welding, unless otherwise indicated.
2. For galvanized railings, provide galvanized fittings, brackets, fasteners, sleeves, and
other ferrous-metal components.
3. For nongalvanized railings, provide nongalvanized ferrous-metal fittings, brackets,
fasteners, and sleeves, except galvanize anchors embedded in exterior masonry and
concrete construction.
H. Fillers: Provide fillers made from steel plate, or other suitably crush-resistant material, where
needed to transfer wall bracket loads through wall finishes to structural supports. Size fillers to
suit wall finish thicknesses and to produce adequate bearing area to prevent bracket rotation
and overstressing of substrate.
2.8 FINISHES
A. Comply with NAAMM's "Metal Finishes Manual for Architectural and Metal Products" for
recommendations for applying and designating finishes.
B. Finish metal stairs after assembly.
2.9 STEEL AND IRON FINISHES
A. Galvanizing: Hot-dip galvanize items as indicated to comply with applicable standard listed
below:
1. ASTM A 123/A 123M, for galvanizing steel and iron products.
2. ASTM A 153/A 153M, for galvanizing steel and iron hardware.
3. Fill vent and drain holes that will be exposed in finished Work, unless indicated to remain
as weep holes, by plugging with zinc solder and filing off smooth.
4. Handrails: Galvanizing shall exhibit a rugosity (smoothness) not greater than 4 rug (16-
20 microns of variation) when measured by a profilometer over a 1 inch straight line on
the surface of the railings.
B. Preparation for Shop Priming: Prepare uncoated ferrous-metal surfaces to comply with
minimum requirements indicated below for SSPC surface preparation specifications and
environmental exposure conditions of installed products:
1. Exterior Railings (SSPC Zone 1B): SSPC-SP 6/NACE No. 3, "Commercial Blast
Cleaning."
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METAL STAIRS AND RAILINGS
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2. Interior Railings (SSPC Zone 1A): SSPC-SP 3, "Power Tool Cleaning."
C. Apply shop primer to uncoated surfaces of metal railing components, except those with
galvanized finishes and those to be embedded in concrete or masonry unless otherwise
indicated. Comply with SSPC-PA 1, "Paint Application Specification No. 1: Shop, Field, and
Maintenance Painting of Steel," for shop painting.
PART 3 - EXECUTION
3.1 INSTALLATION, GENERAL
A. Fastening to In-Place Construction: Provide anchorage devices and fasteners where necessary
for securing metal railings to in-place construction. Include threaded fasteners for concrete and
masonry inserts, through-bolts, lag bolts, and other connectors.
B. Cutting, Fitting, and Placement: Perform cutting, drilling, and fitting required for installing metal
railings. Set units accurately in location, alignment, and elevation, measured from established
lines and levels and free of rack.
C. Install metal stairs by welding stair framing to steel structure or to weld plates cast into concrete,
unless otherwise indicated.
D. Provide temporary bracing or anchors in formwork for items that are to be built into concrete,
masonry, or similar construction.
E. Fit exposed connections accurately together to form hairline joints. Weld connections that are
not to be left as exposed joints but cannot be shop welded because of shipping size limitations.
Do not weld, cut, or abrade surfaces of exterior units that have been hot-dip galvanized after
fabrication and are for bolted or screwed field connections.
F. Field Welding: Comply with the following requirements:
1. Use materials and methods that minimize distortion and develop strength and corrosion
resistance of base metals.
2. Obtain fusion without undercut or overlap.
3. Remove welding flux immediately.
4. At exposed connections, finish exposed welds and surfaces smooth and blended so no
roughness shows after finishing and contour of welded surface matches that of adjacent
surface.
G. Place and finish concrete fill for treads and platforms to comply with Section 033000 - CAST-IN-
PLACE CONCRETE.
1. Install abrasive nosings with anchors fully embedded in concrete. Center nosings on
tread width.
3.2 INSTALLING STEEL TUBE RAILINGS
A. Adjust railing systems before anchoring to ensure matching alignment at abutting joints. Space
posts at spacing indicated or, if not indicated, as required by design loads. Plumb posts in each
direction. Secure posts and rail ends to building construction as follows:
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1. Anchor posts to steel by welding directly to steel supporting members.
2. Anchor handrail ends to concrete and masonry with steel round flanges welded to rail
ends and anchored with postinstalled anchors and bolts.
B. Attach handrails to wall with wall brackets. Provide bracket with 1-1/2-inch clearance from
inside face of handrail and finished wall surface. Locate brackets as indicated or, if not
indicated, at spacing required to support structural loads. Secure wall brackets to building
construction as follows:
1. Use type of bracket with flange tapped for concealed anchorage to threaded hanger bolt.
2. For concrete and solid masonry anchorage, use drilled-in expansion shields and hanger
or lag bolts.
3. For hollow masonry anchorage, use toggle bolts.
4. For wood stud partitions, use hanger or lag bolts set into wood backing between studs.
Coordinate with carpentry work to locate backing members.
5. For steel-framed gypsum board assemblies, fasten brackets directly to steel framing or
concealed steel reinforcements using self-tapping screws of size and type required to
support structural loads.
3.3 ADJUSTING AND CLEANING
A. Touchup Painting: Immediately after erection, clean field welds, bolted connections, and
abraded areas of shop paint, and paint exposed areas with the same material as used for shop
painting to comply with SSPC-PA 1 for touching up shop-painted surfaces.
1. Apply by brush or spray to provide a minimum 2.0-mil dry film thickness.
B. Galvanized Surfaces: Clean field welds, bolted connections, and abraded areas and repair
galvanizing to comply with ASTM A 780.
END OF SECTION
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016 OPENING # HDW SETFIRE RATINGDOOR TYPE DOOR MATERIAL FINISH WIDTH THICKNESS HEIGHTFRAME TYPE FRAME MATERIALLEVEL 0LEVEL 0001445min7ALUMINUM & GLASSPREFINISHED3' - 0"7' - 6"SFSFLEVEL 0002445min7ALUMINUM & GLASSPREFINISHED3' - 0"7' - 6"SFSFLEVEL 0003445min7ALUMINUM & GLASSPREFINISHED3' - 0"7' - 6"SFSFLEVEL 0003.1121HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 0004445min7ALUMINUM & GLASSPREFINISHED3' - 0"7' - 6"SFSFLEVEL 0004.1121HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 0005845 min4HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 0005.11220 min1HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 0005.2121HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 12-1E645min4HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 03-1E645min4HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1120153HOLLOW METALPTD 5' - 0"1 3/4"7' - 0"2AMETALLEVEL 11211090 min1HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1121.11090 min1HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1122142HOLLOW METALPTD 6' - 0"1 3/4"7' - 0"2AMETALLEVEL 0123545min3HOLLOW METALPTD 4' - 6"1 3/4"7' - 0"2AMETALLEVEL 0123.1101HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 0124745min8HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1LEVEL 11-1990 min4HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 11-1E645min4HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 110091HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 11011920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1101.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 1101B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 1101B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 1101D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11021920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1102.1211WOODPTD 1' - 10"1 3/8"7' - 0"4AWOODLEVEL 1102B201WOODPTD 2' - 8"1 3/8"7' - 0"4AWOODLEVEL 1102D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11031920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1103.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 1103B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 1103B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 1103D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11041920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1104.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 1104B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 1104B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 1104D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11051920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1105.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODPage 1 of 9
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016LEVEL 1105B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 1105B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 1105D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11061920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1106.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 1106B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 1106B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 1106D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11071920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1107.1211WOODPTD 1' - 10"1 3/8"7' - 0"4AWOODLEVEL 1107B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 1107D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11081920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1108.1211WOODPTD 1' - 10"1 3/8"7' - 0"4AWOODLEVEL 1108B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 1108D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11091920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1109.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 1109B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 1109B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 1109D205WOODCLR/STAINED2' - 8"1 3/8"7' - 0"6AWOODLEVEL 11101920 min1WOODPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1110.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 1110B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 1110B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 1110D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 1111345 min7ALUMINUM & GLASSPREFINISHED3' - 0"7' - 0"SFALUMINUMLEVEL 1111.1345 min7ALUMINUM & GLASSPREFINISHED3' - 0 1/16"7' - 0"SFALUMINUMLEVEL 1111A171WOODPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1111B169WOODPTD 3' - 0"1 3/4"3' - 0"1AMETALLEVEL 1111C171WOODPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 11121320 min1WOODCLR/STAINED2' - 6"1 3/4"7' - 0"1AMETALLEVEL 111318ALUMINUM & GLASSPREFINISHED5' - 10"7' - 0"SFALUMINUM - SFLEVEL 1113.128ALUMINUM & GLASSPREFINISHED5' - 10"7' - 0"SFALUMINUM - SFLEVEL 11141320 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1115142HOLLOW METALPTD 5' - 0"1 3/4"7' - 0"2AMETALLEVEL 1116131WOODPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 1117181WOODPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 111818ALUMINUM & GLASSPREFINISHED5' - 10"7' - 0"SFALUMINUM - SFLEVEL 1118.128ALUMINUM & GLASSPREFINISHED5' - 10"7' - 0"SFALUMINUM - SFLEVEL 1119181WOODPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2LEVEL 21-2990 min4HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 22-2990 min4HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 23-2990 min4HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 22011920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALPage 2 of 9
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016LEVEL 2201.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2201B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2201B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2201D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22021920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2202.1211WOODPTD 1' - 10"1 3/8"7' - 0"4AWOODLEVEL 2202B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 2202D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22031920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2203.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2203B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2203B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2203D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22041920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2204.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2204B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2204B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2204D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22051920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2205.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2205B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2205B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2205D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22061920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2206.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2206B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2206B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2206D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22071920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2207.1211WOODPTD 1' - 10"1 3/8"7' - 0"4AWOODLEVEL 2207B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 2207D206WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22081920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2208.1211WOODPTD 1' - 8"1 3/8"7' - 0"4AWOODLEVEL 2208B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 2208D206WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22091920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2209.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2209B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2209B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2209D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22101920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2210.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2210B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2210B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2210D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODPage 3 of 9
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016LEVEL 22111920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2211.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2211B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2211B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2211D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22121920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2212.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2212B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2212B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2212D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22131920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2213.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2213B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2213B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2213D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22141920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2214.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2214B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2214B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2214D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22151920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2215.1211WOODPTD 1' - 8"1 3/8"7' - 0"4AWOODLEVEL 2215B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 2215D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22161920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2216.1211WOODPTD 1' - 8"1 3/8"7' - 0"4AWOODLEVEL 2216B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 2216D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22171920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2217.1211WOODPTD 1' - 8"1 3/8"7' - 0"4AWOODLEVEL 2217B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 2217D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22181920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2218.1211WOODPTD 1' - 8"1 3/8"7' - 0"4AWOODLEVEL 2218B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 2218D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22191920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2219.1211WOODPTD 1' - 8"1 3/8"7' - 0"4AWOODLEVEL 2219B211WOODPTD 2' - 0"1 3/8"7' - 0"4AWOODLEVEL 2219D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22201920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 2220.1226WOODPTD 3' - 6"1 3/8"7' - 0"5AWOODLEVEL 2220B205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 2220B.1211WOODPTD 2' - 4"1 3/8"7' - 0"4AWOODLEVEL 2220D205WOODPTD 2' - 8"1 3/8"7' - 0"6AWOODLEVEL 22211320 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALPage 4 of 9
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016LEVEL 22221320 min1WOODPTD 2' - 6"1 3/4"7' - 0"1AMETALLEVEL 22231190 min1HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 22251345 min1HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 22271345 min1HOLLOW METALPTD 3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3LEVEL 31-3990 min4HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 32-3990 min4HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 33-3990 min4HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 33011920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3301.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3301B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3301B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3301D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33021920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3302.1211WOODPTD1' - 10"1 3/8"7' - 0"4AWOODLEVEL 3302B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 3302D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33031920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3303.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3303B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3303B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3303D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33041920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3304.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3304B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3304B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3304D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33051920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3305.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3305B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3305B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3305D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33061920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3306.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3306B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3306B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3306D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33071920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3307.1211WOODPTD1' - 10"1 3/8"7' - 0"4AWOODLEVEL 3307B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 3307D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33081920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3308.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 3308B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 3308D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33091920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALPage 5 of 9
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016LEVEL 3309.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3309B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3309B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3309D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33101920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3310.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3310B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3310B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3310D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33111920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3311.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3311B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3311B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3311D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33121920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3312.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3312B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3312B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3312D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33131920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3313.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3313B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3313B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3313D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33141920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3314.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3314B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3314B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3314D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33151920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3315.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 3315B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 3315D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33161920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3316.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 3316B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 3316D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33171920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3317.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 3317B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 3317D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33181920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3318.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 3318B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 3318D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33191920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALPage 6 of 9
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016LEVEL 3319.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 3319B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 3319D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33201920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 3320.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 3320B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 3320B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 3320D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 33211320 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 33221320 min1WOODPTD2' - 6"1 3/4"7' - 0"1AMETALLEVEL 33231190 min1HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 33251345 min1HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 33271345 min1HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4LEVEL 41-4990 min4HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 42-4990 min4HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 43-4990 min4HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 44011920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4401.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4401B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4401B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4401D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44021920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4402.1211WOODPTD1' - 10"1 3/8"7' - 0"4AWOODLEVEL 4402B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 4402D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44031920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4403.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4403B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4403B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4403D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44041920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4404.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4404B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4404B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4404D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44051920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4405.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4405B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4405B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4405D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44061920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4406.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4406B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4406B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4406D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODPage 7 of 9
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016LEVEL 44071920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4407.1211WOODPTD1' - 10"1 3/8"7' - 0"4AWOODLEVEL 4407B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 4407D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44081920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4408.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 4408B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 4408D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44091920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4409.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4409B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4409B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4409D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44101920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4410.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4410B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4410B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4410D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44111920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4411.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4411B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4411B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4411D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44121920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4412.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4412B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4412B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4412D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44131920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4413.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4413B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4413B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4413D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44141920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4414.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4414B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4414B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4414D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44151920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4415.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 4415B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 4415D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44161920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4416.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 4416B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 4416D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODPage 8 of 9
Live 155 - DOOR AND FRAME SCHEDULEISSUED: 02-25-2016LEVEL 44171920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4417.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 4417B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 4417D206WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44181920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4418.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 4418B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 4418D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44191920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4419.1211WOODPTD1' - 8"1 3/8"7' - 0"4AWOODLEVEL 4419B211WOODPTD2' - 0"1 3/8"7' - 0"4AWOODLEVEL 4419D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44201920 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 4420.1226WOODPTD3' - 6"1 3/8"7' - 0"5AWOODLEVEL 4420B205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 4420B.1211WOODPTD2' - 4"1 3/8"7' - 0"4AWOODLEVEL 4420D205WOODPTD2' - 8"1 3/8"7' - 0"6AWOODLEVEL 44211320 min1WOODCLR/STAINED3' - 0"1 3/4"7' - 0"1AMETALLEVEL 44221320 min1WOODPTD2' - 6"1 3/4"7' - 0"1AMETALLEVEL 44231190 min1HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 44251345 min1HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALLEVEL 44271345 min1HOLLOW METALPTD3' - 0"1 3/4"7' - 0"1AMETALENDPage 9 of 9
Live 155 PFRA+LDa
155 Pleasant St February 25, 2016
Northampton, MA Revised March 8, 2016
THERMAL INSULATION
072100 - 1
SECTION 072100
THERMAL INSULATION
PART 1 - GENERAL
1.1 GENERAL PROVISIONS
A. Attention is directed to the CONTRACT AND GENERAL CONDITIONS and all Sections within
DIVISION 01 - GENERAL REQUIREMENTS which are hereby made a part of this Section of
the Specifications.
1.2 DESCRIPTION OF WORK
A. Work Included: Provide labor, materials and equipment necessary to complete the work of this
Section, including but not limited to the following:
1. Insulation under slabs-on-grade.
2. Perimeter foundation wall insulation.
3. Exterior wall insulation.
4. Vapor retarder.
B. Related Work: The following items are not included in this Section and are specified under the
designated Sections:
1. Section 033000 - CAST-IN-PLACE CONCRETE for underslab vapor barrier.
2. Section 075300 - EPDM ROOFING for roofing insulation.
3. Section 092110 - GYPSUM BOARD ASSEMBLIES for acoustic insulation in gypsum
board assemblies.
4. Division 22 - PLUMBING for plumbing insulation.
5. Division 23 - HEATING, VENTILATING, AND AIR CONDITIONING for mechanical
insulation.
1.3 SUBMITTALS
A. Product Data: For each type of product indicated.
B. Qualification Data: For Installer of spray-applied products.
1.4 QUALITY ASSURANCE
A. Source Limitations: Obtain each type of building insulation through one source from a single
manufacturer.
B. Installer Qualifications: A qualified installer who has been trained by and is acceptable to spray
polyurethane foam insulation manufacturer to install manufacturer's products.
C. Surface-Burning Characteristics: As determined by testing identical products according to
ASTM E 84 by a qualified testing agency. Identify products with appropriate markings of
applicable testing agency.
Live 155 PFRA+LDa
155 Pleasant St February 25, 2016
Northampton, MA Revised March 8, 2016
THERMAL INSULATION
072100 - 2
1.5 DELIVERY, STORAGE, AND HANDLING
A. Protect insulation materials from physical damage and from deterioration by moisture, soiling,
and other sources. Store in a dry and secure location. Comply with manufacturer's written
instructions for handling, storing, and protecting during installation.
B. Protect plastic and spray polyurethane foam insulation as follows:
1. Do not expose to sunlight, except to extent necessary for period of installation and
concealment.
2. Protect against ignition at all times. Do not deliver materials to Project site before
installation time.
3. Complete installation and concealment of materials as rapidly as possible in each area of
construction.
PART 2 - PRODUCTS
2.1 FOUNDATION WALL AND UNDER SLAB INSULATION
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
1. DiversiFoam Products.
2. Dow Chemical Company.
3. Owens Corning.
B. Board Insulation: Extruded-polystyrene board insulation complying with ASTM C 578, square
edged of type, density, and compressive strength indicated below:
1. For vertical applications, Type IV, 1.6-lb/cu. ft. minimum density and 25-psi minimum
compressive strength.
2. For horizontal applications, pedestrian traffic, Type VII, 2.2-lb/cu. ft. minimum density and
60-psi minimum compressive strength.
3. For horizontal applications, vehicular traffic, Type V, 3-lb/cu. ft. minimum density and 100-
psi minimum compressive strength.
C. Adhesive for Bonding Insulation: Product with demonstrated capability to bond insulation
securely to substrates indicated without damaging insulation and substrates.
2.2 SPRAY POLYURETHANE FOAM INSULATION
A. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the following:
1. BASF Corporation; WALLTITE.
2. CertainTeed Corporation; CertaSpray.
3. Corbond Corporation, a division of Johns Manville; Corbond III.
4. Dow Chemical Company; STYROFOAM Spray Polyurethane Foam (CM Series).
5. Henry Company; PERMAX.
6. NCFI, a Division of Barnhardt Mfg. Co.; InsulStar.
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THERMAL INSULATION
072100 - 3
B. Closed-Cell Polyurethane Foam Insulation: ASTM C 1029, Type II, with maximum flame-spread
and smoke-developed indexes of 75 and 450, respectively, per ASTM E 84.
1. Minimum density of 1.5 lb/cu. ft., thermal resistivity of 6.2 deg F x h x sq. ft./Btu x in. at 75
deg F.
2.3 SPRAYED-FOAM INSULATION AT GAPS
A. Available Products: Subject to compliance with requirements, products that may be
incorporated into the Work include, but are not limited to, the following:
1. Canam Building Envelope Specialists; Zerodraft Z1-24 Foam Sealant.
2. Dow Chemical; GreatStuff Pro.
3. Foam-Tech Div. of H.C. Fennell; SuperGreen Foam.
4. Todol Products; Pur Fill 1G.
B. Zero VOC Product: Pro-Foam II by OSI, Henkel Corporation.
C. Sprayed-Foam Insulation: Water-cure closed cell polyurethane containing no urea-
formaldehyde and no CFCs.
1. Minimum density of 0.4 lb/cu. ft., thermal resistivity of 3.4 deg F x h x sq. ft./Btu x in. at 75
deg F.
2.4 THERMAL AND IGNITION BARRIERS
A. Thermal Barrier for Foam Plastic Insulation at Occupied Spaces: Provide thermal barrier
recommended by foam plastic manufacturer and tested with the specific product. Product shall
have an active building code evaluation report that lists report number and effective dates of
product acceptance.
B. Ignition Barrier for Foam Plastic Insulation at Attic and Crawl Spaces: Provide ignition barrier
recommended by foam plastic manufacturer and tested with the specific product. Product shall
have an active building code evaluation report that lists report number and effective dates of
product acceptance.
2.5 MINERAL-WOOL BLANKET INSULATION
A. Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
1. Roxul Inc.
2. Isolatek International.
3. Owens Corning; Thermafiber.
B. Unfaced, Mineral-Wool Blanket Insulation: ASTM C 665, Type I (blankets without membrane
facing); consisting of fibers; with maximum flame-spread and smoke-developed indexes of 25
and 50, respectively, per ASTM E 84; passing ASTM E 136 for combustion characteristics.
2.6 VAPOR RETARDERS
A. Vapor Retarders: ASTM C 665, 2 mil thick polyamide-based sheet.
Live 155 PFRA+LDa
155 Pleasant St February 25, 2016
Northampton, MA Revised March 8, 2016
THERMAL INSULATION
072100 - 4
1. Basis of Design: CertainTeed; MemBrain.
2. Water Vapour Permeance (57ng/Pa•s•m2): ASTM E 96, Desiccant Method <1.0
perm.
3. Water Vapour Permeance (57ng/Pa•s•m2): ASTM E 96, Water Method >10 perm.
B. Retarder Tape: Pressure-sensitive tape of type recommended by vapor-retarder
manufacturer for sealing joints and penetrations in vapor retarder.
PART 3 - EXECUTION
3.1 EXAMINATION
A. Examine substrates and conditions, with Installer present, for compliance with requirements of
Sections in which substrates and related work are specified and for other conditions affecting
performance.
1. Proceed with installation only after unsatisfactory conditions have been corrected.
3.2 PREPARATION
A. Clean substrates of substances harmful to insulation or vapor retarders, including removing
projections capable of puncturing vapor retarders or of interfering with insulation attachment.
3.3 INSTALLATION, GENERAL
A. Comply with insulation manufacturer's written instructions applicable to products and application
indicated.
B. Install insulation that is undamaged, dry, and unsoiled and that has not been left exposed at any
time to ice, rain, and snow.
C. Extend insulation in thickness indicated to envelop entire area to be insulated. Cut and fit tightly
around obstructions and fill voids with insulation. Remove projections that interfere with
placement.
D. Spray Polyurethane Foam: Comply with recommendations of the American Chemistry Council,
“Health and Safety Product Stewardship Workbook for High-Pressure Application of Spray
Polyurethane Foam (SPF).”
1. Spray Polyurethane Foam: Spray insulation no greater than 1-1/2 inch thickness per
layer. Allow each layer to fully cure before spraying additional thickness.
2. Contain and fully ventilate the area being sprayed with negative air machines, venting
directly to the exterior. Do not operate permanent building HVAC system during
installation. Continue ventilation during curing process.
3. Install spray polyurethane foam insulation with uniform full thickness and with density
which will not displace adjacent materials.
4. Do not apply insulation until installation of pipes, ducts, conduits, wiring, and electrical
outlets in walls is completed and windows, electrical boxes, and other items not indicated
to receive insulation are masked. After insulation is applied, make flush with face of
studs by using method recommended by insulation manufacturer.
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Northampton, MA Revised March 8, 2016
THERMAL INSULATION
072100 - 5
E. Miscellaneous Voids: Install spray polyurethane foam insulation in miscellaneous voids and
cavity spaces where required to prevent gaps in insulation.
3.4 INSTALLATION OF BELOW-GRADE INSULATION
A. On vertical surfaces, set rigid insulation units in adhesive applied according to manufacturer's
written instructions. Use adhesive recommended by insulation manufacturer.
1. If not otherwise indicated, extend insulation a minimum of 48 inches below exterior grade
line.
B. On horizontal surfaces, loosely lay rigid insulation units according to manufacturer's written
instructions. Stagger end joints and tightly abut insulation units.
3.5 INSTALLATION OF INSULATION FOR FRAMED CONSTRUCTION
A. Spray-Applied Insulation: Apply spray-applied insulation according to manufacturer's written
instructions. Do not apply insulation until installation of pipes, ducts, conduits, wiring, and
electrical outlets in walls is completed and windows, electrical boxes, and other items not
indicated to receive insulation are masked. After insulation is applied, make flush with face of
studs by using method recommended by insulation manufacturer.
B. Mineral-Wool Blanket Insulation: Install in cavities formed by framing members according to the
following requirements:
1. Use insulation widths and lengths that fill the cavities formed by framing members. If
more than one length is required to fill the cavities, provide lengths that will produce a
snug fit between ends.
2. Place insulation in cavities formed by framing members to produce a friction fit between
edges of insulation and adjoining framing members.
3. Maintain 3-inch clearance of insulation around recessed lighting fixtures not rated for or
protected from contact with insulation.
3.6 INSTALLATION OF VAPOR RETARDERS
A. Place vapor retarders on side of construction indicated on Drawings. Extend vapor
retarders to extremities of areas to protect from vapor transmission. Secure vapor
retarders in place with adhesives or other anchorage system as indicated. Extend vapor
retarders to cover miscellaneous voids in insulated substrates, including those filled
with loose-fiber insulation.
B. Seal vertical joints in vapor retarders over framing by lapping no fewer than two studs.
1. Attach vapor retarders to framing at top, end, and bottom edges; at perimeter of
wall openings; and at lap joints.
2. Seal overlapping joints in vapor retarders with vapor-retarder tape according to
vapor-retarder manufacturer's written instructions. Seal butt joints with vapor-
retarder tape. Locate all joints over framing members or other solid substrates.
C. Seal joints caused by pipes, conduits, electrical boxes, and similar items penetrating
vapor retarders with vapor-retarder tape to create an airtight seal between penetrating
objects and vapor retarders.
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Northampton, MA Revised March 8, 2016
THERMAL INSULATION
072100 - 6
D. Repair tears or punctures in vapor retarders immediately before concealment by other
work. Cover with vapor-retarder tape or another layer of vapor retarders.
3.7 PROTECTION
A. Protect installed insulation and vapor retarders from damage due to harmful weather
exposures, physical abuse, and other causes. Provide temporary coverings or enclosures
where insulation is subject to abuse and cannot be concealed and protected by permanent
construction immediately after installation.
END OF SECTION
Michelle Crowley Landscape Architecture
281 Summer Street, 6th Floor
Boston, MA 02210
617 338-8400
www.michellecrowley-la.com
REVISION:
SHEET INFO:
ISSUANCE:
DATE:
SCALE:
DRAWN:
CHECKED:
Office of Peter Frothingham Registered Architect
181 Main Street, Suite One
Northampton, MA 01060
413 585-5910
www.pfra.us
LDa Architecture & Interiors
222 Third Street, Suite 3212
Cambridge, MA 02142
617 621-1455 fax 617 621-1477
www.LDa-Architects.com
03/08/2016 155 Pleasant StreetNorthampton, MA 01060LIVE 15575% CONTRACT DRAWINGS - NOT FOR
CONSTRUCTION201420
2/18/2016 6:17:21 PMADDENDUM #1
1" = 10'-0"
JHB
MHC
PLANTING PLAN
L4.0
Paving-Material Varies
Gravel
Brick Step
Property Line
Existing Tree to Remain
100 1' Contour Major
1' Contour Minor
Post Light
Granite Seat Wall
Bike Rib - Bicycle Rack
Concrete Expansion Joint
Concrete Score Joint
Re-set Granite Curb
99
D
W
Exiting Utility Lines
G
DETAIL/
SHEET
Proposed Canopy Tree
Proposed Area Drain
Proposed Understory Tree
Tree Planting in Gravel
Lawn Sod
Fescue LawnFES
SOD 4/L5.02
3/L5.02
Structural Soil
T-G
SS
Planting Soil TrenchPS
5, 6/L5.02
Tree in Structural SoilT-SS 5, 7/L5.02
PLANTING LEGEND
KEY
NOTE
Proposed Shrub 1/L5.02
Tree Planting in LawnT-L 5, XX/L5.02
SRB
PLANTING NOTES
1.The Contractor shall supply all plant
material in quantities sufficient to complete the
planting shown on all drawings.
2.Contractor shall verify all existing
conditions in the field. Report any discrepancies
to the Landscape Architect for design prior to commencing planting.
3.All plant material shall conform to the
guidelines established by “The American
Standard for Nursery Stock” published by the
American Nursery and Landscape Association,
latest edition.
4.All plants shall be balled and burlap unless
otherwise noted on the plant list.
5.All plants shall be approved by Landscape
Architect prior to their installation at the site.
6.Contractor shall stake all plant locations in
the field. Obtain approval of Landscape Architect
before starting plant installations.
7.Plants to be transplanted shall be flagged
and exact planting locations staked in the field.
8.All areas disturbed by construction
activities are to be fine graded and seeded.
GENERAL NOTES
1.Existing conditions and topography data
are from a survey prepared by Holmberg &
Howe, Inc. Land Surveyors and Civil Engineers,
37 Damon Pond Road, Chesterfield, MA. (413)
296-4525.
2.Contractor shall verify location of any
existing utilities and services and provide
protection during construction. Utilities damaged
during construction shall be repaired at
contractors expense.
3.Contractor shall obtain permits for the
work as required and comply with all laws,
ordinances, rules and regulations of the local
jurisdiction, the state, and all other authorities
having jurisdiction.
4.Contractor shall leave site clean and
orderly during construction process. Remove
from site all excess materials, soil, debris and
equipment. Store materials only in an approved
location.
CONCRETE WALK
CO
N
C
R
E
T
E
W
A
L
K
LOCUSTSAPP
R
O
X
. LO
C
A
T
I
O
N
OF
WIR
E
S
AS SH
O
W
N
ON
PB 89 PG 95 WWWW
W
WW
WDDDDTRANSFORMERG GGGMETERGASSHEDCOMM
VAULT10' WIDE BUILDING RESTRICTION EASEMENT
S S
127
126
125
124
124
125
123
12
7
126
125
124
125 BP
(2) GT(1) AS
(1) GT(1) AS
(1) QP (3) BP
(4)
(3) AM
(3) BP
(5) BP
(8) BP
CC(3)
SOD TYP
PSTYP
SS
SS
T-SS
(1) BPT-SS
T-G
T-G
FESTYP
(5) IM
(2) CR
CA(5)
CK(2)
(2) IM
(11) CA
T-LTYP
TYP SRB
(3)
(1) CR
(5) IM
(3) RM
(3) CA
(3) CR
(1) CR
(1) RM
(3) CA
(2) IM
CR
(3) CA
(2) RM
(3) IM
(2) RM
(2) CA (2) IM
PLANT SCHEDULE
SYM QTY BOTANICAL NAME COMMON NAME SIZE COMMENTS
TREES
GT 3 Gleditsia tricanthos Honey Locust 5" Cal.B&B
AS 2 Acer saccharum Sugar Maple 5" Cal.B&B
QP 1 Quercus palustris Pin Oak 5" Cal.B&B
BP 22 Betula populifolia Gray Birch 10-12'B&B, Multistem
AM 4 Amelanchier Shadbush 10-12'B&B, Multistem
CC 3 Cercis candedensis Redbud 10-12'B&B
CK 2 Cornus kousa Kousa Dogwood 10-12'B&B
SHRUBS
CA 28 Clethera alnifolia 'Hummingbird'Sweet pepper bush 2-3'
CR 10 Cornus racemosa Gray Dogwood 3-4'
IM 20 Ilex meserveae Blue holly 5'
RM 8 Rhodedendrom Rosebay
LAWN
FES +/-5000 SF Red fescue Seed
SOD +/-2775 SF Fescue Bluegrass Mix Sod
1
1
1
STEEL BEAM PER STRUCTURAL.
PROVIDE 1-HOUR FIRE RATING TO ALL STEEL BEAMS & COLUMNS.
PROVIDE 1-HOUR RATING BY INTUMESCENT PAINT FOR ALL EXPOSED
STEEL COLUMNS AT GRIDLINE 2, SEE DRAWINGS.
SUSPENDED FINISH CEILING SYSTEM, SEE CEILING PLANS
FOR EXTENTS.
SEE SHEET G111 FOR FINISH CEILING TYPES.
VAPOR BARRIER.
1" CEMENTITIOUS UNDERLAYMENT, TYP.
3/4" T&G PLYWOOD DECK
PER STRUCTURAL DRAWINGS
FLOOR FINISH VARIES. SEE FINISH SCHEDULE.
ENGINEERED WOOD FRAMING, JOIST HANGER & BLOCKING
BOLTED TO STEEL BEAM PER STRUCTURAL DRAWINGS
F-2
UL DESIGN L570
1-HR RATING
2 LAYERS 5/8" GYPSUM WALL BOARD, TYP.
FINISH VARIES - SEE FINISH SCHEDULE
1/2" RESILIENT CHANNEL,
PER SPECIFICATION.
Date:
Scale: 1" = 1'-0"
03/08/16
7/A001 - REVISED SKA-1LIVE 155
155 Pleasant Street
Northampton, MA 01060
SCALE: 1" = 1'-0"7 FLOOR ASSEMBLY - LEVEL 2 (REVISED 3/8/16)
5/8"5 1/2"
1/2"1/2"
1"3 5/8"
BRICK VENEER AND MASONRY TIES.
SEE SHEET A210 FOR COURSING & LAYOUT.
1" AIRSPACE
ZIP-R INSULATED SHEATHING:
7/16" COATED PLYWOOD SHEATHING OVER 1/2"
POLYISOCYANURATE INSULATION (R-3.6).
PTD GWB FINISH AT INTERIOR, TYP.
WALL FRAMING AT 12" OC PER STRUCTURAL.
INTERIOR EXTERIOR
5/8"5 1/2"1"
3/4"
1/2"
CEMENTITIOUS SIDING PANEL1X6 WOOD FURRING.
15LB BUILDING PAPER, TAPE SEAMS.
1X6 WOOD FURRING, FIXED TO STUDS, TYPICAL.
SEE SHEET A211 FOR COURSING, ORIENTATION &
PANEL SIZING.
INSULATED SHEATHING:
7/16" COATED PLYWOOD SHEATHING OVER 1/2"
POLYISOCYANURATE INSULATION (R-3.6).
PTD GWB FINISH AT INTERIOR, TYP.
INTERIOR EXTERIOR
E-1 E-2
FULL DEPTH CAVITY INSULATION
WALL FRAMING AT 16" OC PER STRUCTURAL.
FULL DEPTH CAVITY INSULATION
UL V302UL V302
1 HR RATED ASSEMBLY 1 HR RATED ASSEMBLY
VAPOR BARRIER AT INTERIOR FACE OF FRAMING, TYP.VAPOR BARRIER AT INTERIOR FACE OF FRAMING, TYP.
Date:
Scale: 1" = 1'-0"
03/08/16
2/A001 REVISED SKA-2LIVE 155
155 Pleasant Street
Northampton, MA 01060
SCALE: 1" = 1'-0"2 EXTERIOR WALL ASSEMBLIES (REVISED 3/8/16)
FLOOR FRAMING VARIES,
PER STRUCTURAL DRAWINGS.
SEE A001 FOR FIRE RATED ASSEMBLY.
2 1/2" MINERAL WOOL SOUND
ATTENUATION BATTS
5/8"SUSPENDED CEILING SYSTEM,
PER SPECIFICATION.
C-1
INTERIOR CEILINGVARIES GYPSUM WALL BOARD, TYP.
PAINT FINISH, TYP. PER FINISH SCHEDULE
FLOOR FRAMING VARIES, PER
STRUCTURAL DRAWINGS.
ACOUSTICAL CEILING TILE
SUSPENDED CEILING SYSTEM,
PER SPECIFICATION.
C-3
INTERIOR CEILINGVARIES5/8"2 1/2" MINERAL WOOL SOUND
ATTENUATION BATTS
Date:
Scale: 1" = 1'-0"
03/08/16
CEILING TYPES - REVISED SKA-3LIVE 155
155 Pleasant Street
Northampton, MA 01060
General Contractor Key: AG=Allegrone Construction, DAS=D.A. Sullivan & Sons Inc, DEW=D.E.W. Construction Corp, EGC=Eastern General Contractors Incorporated, WB=Western BuildersDiscipline Key: A= Architectural, C=Civil, E=Electrical, HVAC=Mechanical, L=Landscape, PV=Photovoltaics, S=Structural, T=Tel/Data#Date OriginQuestionSheet/SectionDisciplineResponse1 3/3 WB Architectural wall assemblies and specs both call for 7/16” Zip sheathing at exterior walls. The structural drawings call for ½” sheathing. Should we assume 7/16” Zip will be acceptable?A001S 7/16” Zip is correct and acceptable.2 3/3 WBSpecification section 2.1 061600-2 calls for 5/8” Zip roof sheathing. The architectural roof assemblies do not call for Zip sheathing at the roof, rather ¾” T&G with tapered insulation. Zip shouldn’t be required at the roof if there is going to be rigid insulation, to us it almost seems like a waste. Can we exclude this spec?061600/2.1S Disregard all references to ZIP roof sheathing. Roof sheathing should be 3/4" Plywood as indicated on the structural drawings and A001.3 3/3 WBRoof parapet details 8 & 10/A320 and 5/A330 call for parapets to be framed with PT lumber. Can you confirm this is actually required? Why isn’t standard lumber acceptable?A320/A330A/S Standard lumber is acceptable.4 3/3 WBSpecifications section 2.01 C 1 06100-5 calls for structural 1 rated sheathing. There is a massive premium for structural 1 rated sheathing. This requirement is usually driven by the engineer but R&G makes no mention of it in their wood notes on S0.01. We have never been forced to use structural 1 any job. Even when we the architect or engineer wouldn’t budge we ended up getting it omitted by increasing the nailing patterns. Can we exclude?061000/2.01CA/S Structural 1 plywood is not reqired. 5 3/3 WBWill OSB sheathing be acceptable for subfloors, interior shear walls and roof sheathing? The structural notes and specs only reference plywood which can often be a generic term.A001/S302S OSB is not acceptable. Structural & architectural drawings state 3/4" T&G plywood.6 3/3 WBStructural wood note #4 on S0.01 calls for lumber to have a maximum moisture content of 15%, this is also not in the specs (section 1.08 A 1b 061000-3). We see this requirement from time to time and its usually because there is a concern about shrinkage. What most people don’t realize is that the premium for MC 15 can be 3-4 times more than the industry standard 19% . The industry standard is 19% moisture content which is what we intend to provide for this project. Here are some of the issues that go with MC15: 1)Mills will not stamp and guarantee it do to needing a long and expensive process of auditing by outside agencies. 2)The only mill that will dry it to 15% and stamp it with a guarantee is located on the west coast and only sold by multiple truck loads which will carry a large cost increase. 3) Once the material hits the jobsite the MC content will increase and level out at anywhere from 20%-29%. 4)Anytime a piece of lumber has multiple forced MC changes the structural integrity of the lumbers fibers are negatively effected. 5)The added cost for MC15 can be double or triple what standard MC19 lumber is.S0.01S 19% MC Lumber is acceptable7 3/3 WBWest elevation 4/A200, please confirm the window types between S-R, R-Q, Q-P, O-NA200A Windows between grids S-P are TYPE 2. Windows between O-N are all TYPE 1. LIVE 155 GC Questions ISSUED 3/7/2016
8 3/3 WBEast elevation 2/A200, Window Type 2 is shown with a transom, if this is correct please confirm the size required.A200A Transom dimensions are 3'-0" W x 1'-10" H.9 3/3 WBSouth elevation 1/A201, The lower level Type 1 Double Hungs are shown with transoms, if this is correct please confirm the size required.A201A Transom dimensions are 3'-0" W x 1'-10" H.10 3/3 WBNorth elevation 4/A202, the lower level Type 2 Casement is shown with transoms, if this is correct lease confirm the size required.A202A Transom dimensions are 3'-0" W x 1'-10" H.11 3/3 WB If a Type 2 window (casement) is drawn without a handing are we to assume that this unit is stationary?A Correct. Rated casement units in the stair towers are to be fixed units.12 3/3 WBDo any of the doors have fire ratings?A See revised door schedule. 13 3/3 WB Plan page P106 detail (4) shows what appears to be a water meter at each apartment? Please Confirm.P106 P The units will not be individually metered. The riser diagram on P106 detail 4, will updated for 100% to reflect this. Individual water meters are to be provided for each of four (4) retail spaces.14 3/3 WBThere are 2 opening #’s 123 which is correct?80010 A See revised door schedule. 15 3/3 WBShouldn’t opening # 124 door leaf be flush and not a full lite for the electrical life safety room exterior?A004A #124 is a flush door per the door schedule and sheet A004.16 3/3 WBRoom # 111A has a borrowed lite frame what is the elevation and materials for this unit?A402A Frame to be hollow metal. Glazing to be tempered. Unit is 3'-0"W x 5'-0"H.17 3/3 WBOpening #’s 1-2, 2-2, & 3-2 stair doors should be wood not hollow metal like the rest of the other floors thanks80010A These openings require a 90 minute rating and are to be metal doors in HM frames per the door schedule. 18 3/3 WBThe fixture shown on plan page P001 fails to sepcify what type TMV-2 and the P1-A description states less toilet seat?P001P A mixing valve will be chosen for TMV-2 and be reflected in the 100% documents. Fixture P1-A states “less seat” in error. A toilet seat will be stated in the 100% documents.19 3/3 WBSection 08710 - Provides detailed hardware sets for aluminum doors, listing seals as by aluminum supplier. And section 084110 states to supply hardware as listed in section 087100. Please Clarify who is to supply hardware on aluminum doors?087100/084110A Follow section 08710. 20 3/3 WBI took a look at this project and it looks like it is calling for an Ardex GS4 underlayment, do you know if this will go over the entire new wood framed building flooring and if so what thickness would you be looking for.A101 & A102A Yes, this product, or similar, will be used on all wood subfloors. The thickness is to be 1" and typical of floor assembly F-1 as indicated on sheet A001 and throughout the set.21 3/3 WBIn the specifications ( 064020-9 Section 2012) describes plastic laminate counters. Are the counters post form counters with an integral backsplash? Or are they standard laminate counters with a set on backsplash? Please see attached drawing of countertop section. Is it permissible to fabricate counters this way?64020A Plastic laminate counters are to be post-form with an integral backsplash. Fabrication methods are typically at the contractor's discretion, provided the intent is followed.22 3/7 WBFirst Floor Framing note 7/S1.01 calls for Versa-Studs in the exterior panels.Sa. Will horizontal framing members (plates, blocking, headers, etc.) have to be made of LVL material as well? Typically, just the studs are required to be Versa(LVL). However, we have seen this go either way.Unless it is noted on plans, the horizontal framing (plates, blocking, headers) will be typical 2 x lumber. b. Please note, as this wall type will be stood on slab, the bottom plates will need to be pressure preservative treated lumber. Versa Lam does not offer a product that is both LVL and PT.S3.01The bottom plate will be PT, see details 8 & 9 on S3.01.
23 3/7 WB Third Floor Framing notes 10&11/S1.03 imply that a Diamond and Hexagon will be used to indicate respective hold downs. At this time, these symbols are not drawn on the floor framing plans.S1.03S Diamond-type hold downs are typical at all shear wall locations where intersecting with the exterior wall, eg, gridline S/17. Hexagon -type hold downs are typical at all shear wall locations where intersecting with interior partitions, eg, gridline Q/17.a. Will hold downs be required at slab?The hold down locations will be noted on plan on our next submission.b. Will hold downs be required floor to floor?The hold down locations will be noted on plan on our next submission.c. Where will they be located?The hold down locations will be noted on plan on our next submission.24 3/7 WBSecond floor framing plans S1.02 draw in rough openings at the south end of the retail section. Plans do not show a wide flange beam at this location, thus, rendering these walls bearing. However, there is no header called out for these 6 rough openings.S See below.a. What will the header size be for these locations?The missing header sizes will be shown on plan on our next submission.b. These are first floor exterior walls of the “Open Office” and “Conference” at the south end of the building.The missing header sizes will be shown on plan on our next submission.25 3/7 DASMultiple subs are telling me that 3 hour fire protection on 7/A007, says all beams and columns receive Fireproofing for a 3-hour rating. The cost for 3 hour Intumescent is going to be very high? Is this correct?7/A007A Primary structural frame requires 1-HR protection. The 3-HR designation is an error. Only exposed steel columns in the retail area are to receive intumescent paint. See SKA-01.26 3/7 AGInterior Storefront #1 and #2 on the drawings call for 20 minute fire rated glass. The Spec's call for 90 minute fire rated ( Glazing 088000 page 7 (G) ) Is the 90 minute correct?A003 & 88000A The specification indicates the product to be selected if a 90 minute rating is required. The glazing at interior strorefront #1/2 requires a 20 minute rating.Also...the largest piece of 90 minute fire rated glass for a door is 56 1/2". The door for Interior Storefront #1 would have to be split in half.90 minute rated glazing is not required.Does Storefront # 7 (door #111) need to be fire rated?Door 111 requires 20 minute rated glazing.27 3/7 WBStair plans A601 thru A613 show and call out wood framed stairs, 2 x 12 stringers, plywood risers and treads. Section 055100 Metal Stairs and Railings calls out steel pan stairs with concrete filled treads. Please clarify stair construction - wood or steel?A601-13A/S The specification is incorrect. Stair construction is wood. See structural drawings.
PFRA
181 Main Street, Suite One
Northampton, MA 01060
413 585-5910
LDa Architecture & Interiors
222 Third Street
Cambridge, MA 02142
617-621-1455
Page 1 of 2
3.3.2016
MINUTES: PRE-PROPOSAL MEETING AT 155 PLEASANT STREET
Attendees:
Peter Serafino HAP, Inc.
Michael Broad HAP, Inc.
Peter Frothingham (PF) PFRA
Douglas Dick (DD) LDa
Mike Dichard Demo Sub-Contractor no phone # provided
Jay More Jay-Mor Enterprises 603-459-8584
Daniel Keith Western Builders 413-467-9221
Lynne Badgett Western Builders 413-322-3027
James Culliton Allegrone Construction 413-281-2374
Dave Burnham Universal Electric 413-262-0363
Tim Bryant DA Sullivan 413-584-0310
Jim Gardner DEW/MacMillan 603-306-2080
Ken Hoeppner DEW/MacMillan 603-283-6074
John Murphy EGCI 413-733-6544
Ed McCarthy Dietz Construction 413-527-2695
Ed Severance Taylor Davis 413-256-0870
Jim Bona Electrical Contractors, Inc. 860-549-2822
Joey Biotti Concord Building Services 617-201-4601
Minutes:
Meeting was held at 129 Pleasant Street (future site of Live 155) at 10:00am. Peter Serafino introduced the project and
PF and DD led a tour of the existing building which is to be demolished and a tour of the property. A copy of the
published Instructions to Bidders was distributed (see attached). The following was discussed:
1. Bid bond will not be required
2. Performance bond will be required
3. No hazardous materials investigation within the existing building has been commissioned; however, HAP will
have an investigation completed before construction begins. The GC will be responsible for both the
demolition of the existing building and will be required to abate any found hazardous materials before the
demolition. No allowance for hazardous material abatement should be carried in the pricing associated with
this RFP submission.
4. Proposals may be submitted by email (should be formatted to be printed on 8.5”x11”) by the deadline noted in
the Instruction to Bidders. If proposals are submitted by email, Peter Serafino should be notified (email and
phone call) so that he can confirm that the proposals were received and were readable. It was recommended
that a paper copy be sent via overnight mail to HAP as well.
Page 2 of 2
5. GC’s will be responsible for fencing the entire property for the duration of construction.
6. Live 155 is not a prevailing wage project.
7. Live 155 is a taxable project.
8. All questions related to the Proposal and Proposal Estimate of the Cost of Construction should be sent in
writing via email as noted in the Instruction to Bidders. Questions should be received by Wednesday, March 9th
and the answers to those questions will be distributed by Addendum no later than Friday, March 11th.
Notes from this Pre-Proposal Meeting/Site Walk-through will be distributed on Monday, March 7th along with
Addendum #1.
Douglas Dick AIA, LEED BD&C
Principal, LDa
(Scribe)