HomeMy WebLinkAbout1334.97.15SPECRICATUNS
DIVISION I e GENERAL REQUIREMENTS
01010 - SUMMARY OF WORK REV.
4 /117/97
1. These drawings are intended to communicate the specifications for
this new, free - standing, building. They ore for
construction, with modifications by the architect and
engineers conforming with specific site conditions, and
local codes and regulations.
2. Contractor shall comply fully with specified and manufactured
standards and instructions per each phase of work.
01040 - PROJECT COORDINATION
Port 1- GENERAL
1. Coordinate construction activities under the various
sections of these construction documents to assure efficent
& orderly installation of each part of the work.
2. Contractor shall be responsible to visit the site prior to
bid submittal to better familiarize himself with conditions
of the site affecting performance of Contract Work
3. Contractor shall be responsible for laying out the work,
and shall inform owner and the Architect of any
discrepancies affecting proper completion of Contract Work.
4. Contractor shall be responsible for obtaining any trade
subcontractor permits, including fees for some, which are
required for the performance of the work. The general
building permit will be obtained and paid for by others.
Part 3- EXECUTION
1, Inspection of Conditions - The installer of each major
component shall inspect both the substrate and conditions
under which work is to be performed. Do not proceed
until unsatisfactory conditions have been corrected in
on acceptable manner.
2. All work shall be accomplished with quality workmanship
of the highest industry standards. All materials shall
be installed in strict accordance with the
manufacturers instructions and recommendations.
01050 - FIELD ENGINEERING
Part I- GENERAL
1. Existing utilities & equipment - The existence and location of
underground and other utilities and construction indicated
as existing are not guaranteed. Before beginning the work,
investigate and verify the existence and location of underground
utilities and other construction. Contact local utilities,
and comp y with all "Dig -Safe" requirements.
01400 - QUALITY CONTROL
cart I- GENERAL
1. Shop drawings: Submit newly prepared information
drawn to accurate scale. Highlight, encircle, or otherwise indicate
deviations from the Contract Documents. Do not reproduce
or copy standard information as the basis of the shop drawings
shop drawings to include:
* dimensions, & field established dimensions
* identification of products & materials
* coordination requirements
* compliance with specific standards
2. Any substitutions for materials /manufacturers specified must
be approved by the owner or architect. Submit substitution
requests in writing, along with proposed manufacturer's
product data and sample of product in color /finish
specified. Note any cost savings to be credited to
Owner for use of substituted product.
3. The Contractor shall employ & pay an independent
agency to perform specified quality control services.
01500 - TEMPORARY rIACILITIES
Part I- GENERAL
1. The Contractor shall comply with all regulot ons governing
the requirements for temporary facilities, including but not limited too:
* Building code requirements
* Health and safety regulations.
* Utility company regulations.
* Police, Fire department and Rescue Squad rules.
* Environmental protection regulations.
01600 - MATERIALS AND EQUIPMENT
Part I- GENERAL
1. Deliver, store and handle products in accordance with the
manufacturer's recommendations, using means and methods that will
prevent damage, deterioration and loss, including theft.
* Schedule deliveries
* Coordinate deliveries with installation
* Deliver products in their original sealed packaging system.
* Inspect products upon delivery
* Store products subject to damage by the elements above
ground, under cover in a watertight enclosure
* Store products at the site in a manner to facilitate inspection
adequate ventilation.
-
01710 FINAL CLEANING
Part I- GENERAL
1. The Contractor shall maintain clean and orderly work
areas and shall not allow trash and debris to
accumulate. Upon completion of the work, all surfaces
in the work area, shell be dusted, washed or otherwise cleaned.
All surfaces and finishes shall be left free of marks, blemishes,
dust, dirt, oversproy, point spills, etc...
Part 11- EXECUTION
1. Clean all glass and mirrors with ommonio -type non- streoking
glass cleanser.
2. Damp wipe all fixtures, including light fixtures.
3. Remove labels, except for those required to demonstrate
compliance with building codes, fire - ratings and testing. Also
remove all residue and glue remaining on the surface.
4. Electrical panels and floor mounted mecharical equip.
shall be dusted and wiped clean.
5. Remove protective coverings and tags.
6. Remove and dispose of all trash, strops, packing etc...
DIVISION 2 ° SITEWORK 02100 - FOUNDATIONS
Part I - GENERAL
1. All soil containing fill or organic material shall be cleared from
the building footprint.
2. All soil supported footings and slabs shall be founded upon natural subgrode
or compacted bank run grovel fill with a safe bearing capacity of not less
than 3000 psf. Contractor shall verify safe bearing capacity by taking borings
prior to start of construction. Contractor shall bear cost of borings.
3. A modified proctor test shall be performed by o soils testing lab or
each type of soil to be compacted.
4 Soil shall be compacted to not less than 95% of maximum dry density
per ASTM D1557.
5. Field density tests shall be performed by a soils testing lob
to verify compaction.
6. See plumbing and Electrical drawings for under floor systems and special
granular fill material requirements.
7. All slobs -on -grade shall be placed on a vapor barrier on o 6" compacted
granular soil subgrode Determine if in -situ soil qualifies as granular fill
before removing and replacing it.
PARKING LOT/DRIVES- New parking lot /driveway work shall include but
not limited to:
BASE- The base for the bituminous povement shall be well graded grovel material
leveled and compacted to the elevations indicated on the site plan; 6 "min.
Placement shall be in strict accordance with the latest Dept. of State
Highways, Standard Specifications, placed in 6" lifts and compacted to 95%
of the materials maximum dry denstity (Proctor test, ASTM D -698)
Compaction shall be done with a vibratory compactor.
METHODS- Construction methods shall conform to the State Dept. of Public Works
Specifications, Section 460, Class I Bituminous Concrete Pavement, Type 1 -1.
BITUMINOUS PAVING- Bituminous Concrete Paving placed in two courses shall hove
- inches base course
o minimum finish thickness of 2 -1/2 inches; a 1-1/2 c cou s
and 1 inch finish course. Bituminous concrete mixtures shall be laid only
when the surface is free of foreign matter and when the weather is not
foggy or rainy. These operations shall be carried on only when the atom -
ospheric temperature is not less than 40 degrees F. in the shade. All areas
. . . . _ ,._« _ _1 -u ._ __ Q" 4.-,- "A n min i :h LIf-
BITUMINOUS PAVING- Shall be AMESITE in accordance with Asphalt Institute Spec -
ificotions A -2A and A -28. The job mix formula for the binder and surface
course shall conform to State Specifications. Final min. thickness shall be
2 -1/2 inches min.
COMPACTION- Self propelled pneumatic rollers having a min. gross weight of twelve
tons and uniform tire pressure shall be required between initial and final
steel wheel rolling as directed for both binder and surface courses.
Roll the finish surface until a smooth and dense texture is obtained, free
of draining and free of puddling.
CONTROL JOINTS- All joints at old pavement shall be sowed vertical butt joints and
shall receive a light coating of asphalt emulsion a short time before new
paving commences.
CONCRETE PADS /APRONS- All curbs, sidewalks, receiving dock pads, dumpster and
compactor pads and the area at the drive -thru pharmacy shall be concrete
placed prior to Bituminous Pavement installation. After compacting subgrade
roll the surface to a smooth and uniform texture free from lumps prior to
placement.
CURB -CUT- Provide ADA approved handicapped curb cut directly facing the CVS
storefront entrance doors.
SITE LAYOUT /DESIGN- The site plan design is by John Oberlies Engineers, Inc
SITE PLAN DEVELOPMENT -
Criteria for all aspects of site compliance with the town shall be the respon-
sibility of the General Contractor.
TRAFFIC MARKINGS- Provide parking space and traffic control markings as indicated
on the site plan. Typical parking space pattern shall be 9' wide by 20' deep
Provide handicapped designated parking spaces in on area adjacent to or
the shortest possible distance to the Main Entrance. Curb -cut and
handicap spaces must conform with ADA local, state and federal codes. '
PAVEMENT MARKINGS- (Parking areas, stripes, arrows, letters, etc.)
Shall be white 100% ocryiic, fast drying, woterborne traffic point with gloss
beads broadcast over point morkings. Lettering height shall be 12"
font style to be "Swiss 721" condensed, or similar.
LANDSCAPING- Landscaping shall conform to the Landscaping Requirements &
Plan and shall blend in with the surrounding area; plantings may vary due to
climate conditions. Compliance with the City Building Dept. requirements and
shall be covered by the contractor. An inground sprinkler system shall
be designed and installed specifically for this site.
* Underground utilities not used must be terminated and copped off properly. Existing
sub - surface utilities shall be located prior to the star`, of any construction -
DIG -SAFE.
SECTION 02810 - IRRIGATION SYSTEMS
PART 1 - GENERAL
SUMMARY
This Section includes valves, piping, sprinklers, specialties, controls,
accessories, & wiring for lawn & shrubbery irrigation systems.
SYSTEM PERFORMANCE REQUIREMENTS
Minimum Water Coverage: Not less than:
Turf Areas: 100 percent.
Other Plonting Areas: 100 percent.
Mainline & lateral Piping shall be class 200 PVC
Irrigation sleeve sholl be schedule 40 PVC
Pressure Piping: 200 psig (1035 kPo). Min. pressure
Circuit and Drain Piping: 100 psig (690 kPo).
Include bockflow preveniner assembly & sprinkler check valve
devices where low head drainage may occur.
SUBMITTALS
Product data for the following
Water meters, Bockflow preventers, including instructions for testing.
Pressure regulators, automatic control valves, sprinklers & controllers
QUALITY ASSURANCE
Comply with requirements of utility supplying water for
prevention of bockflow and bocksphonoge.
Installer Qualifications: Engage on experienced Installer who has
completed successful irrigation systems to that indicated for project.
PART 2 - PRODUCTS
Available Manufacturers: Subject to compliance with requirements,
manufacturers offering products that may be incorporated in the
Work include, but ore not limited to, the following:
Manufacturers Subject to compliance with requirements, provide
products by : Toro Co. - Super 700 lawn rotor where required
Roinbkd Sprinkler Mfg. Co.- Control Valves, couplings,
Sprinkler hoods series 1812 & 1804
PART 3 EXECUTION
Investigate and determine available water supply water pressure
and flow characteristics.
PREPARATION
Set stokes to identify proposed sprinkle locations. Obtain
CVS project's manager's approval before excavation.
Install piping in sleeves where crossing sidewalks, roadways,
parking lots, and railroads.
SPRINKLER INSTALLATION
Sprinkler Flush circuit piping with full head of water and
install sprinklers after hydrostatic test.is completed.
Install sprinkles at manufacture's recommended heights.
Locate part -circle sprinkles to maintain a minimum distance
of 4 inches from walls and 2 inches from other boundaries
AUTOMATIC CONTROL SYSTEM INSTALLATION
Install controllers according to manufacturer's written
instructions and as noted.
CONNECTIONS
Connect piping to sprinklers, devices, valves, control valves,
specialties, and accessories.
Connect water supplies to irrigation systems. Include bockflow
preventers on potable water supplies.
Electrical Connections Connect to power source, controllers,
and automatic control valves.
FIELD QUALITY CONTROL
Testing: Perform hydrostatic test of piping and valves before
bockfilling trenches. Piping may be tested in sections to expedite work.
Repair leaks and defects with new materials and retest system
or portion thereof until satisfactory results ore obtained.
CLEANING AND ADJUSTING
Flush dirt and debris from piping before installing sprinklers
and other devices.
Carefully odjust [own sprinklers so they will be flush with, or
not more than 1/2 inch (13 mm) above, finish epode after
completion of landscape work.
Adjust settings of controllers and automatic control valves.
DEMONSTRATION
Demonstrate to Owner that system meets coverage requirements
and that automatic controls function properly.
Review operating and maintenance information.
END OF SECTION 02810
.� �. r
Part I - GENERAL
1. Coordinate all foundation penetrations with Architect, Plumbing, Mechanical,
Electrical Contractors and local agencies.
2. See Architectural drawings for type and location of all floor finishes.
Part II - PRODUCTS
1. All concrete shall be made with hard rock and shall have a compressive
strength of not less than 3000 psi at 28 days unless noted otherwise.
2. All concrete exposed to weather shall contain an approved
air entraining admixture and shall have a compressive strength
of not less than 4000 psi. Air content shall be 6% to 8%.
3. All concrete shall contain on approved woter - reducing admixture.
4. No calcium chloride shall be used in any concrete.
5. A mix design shall be submitted for approval for each type
of concrete as specified in ACI 301.
6. All reinforcing bars shall be ASTM A -615 Grade 60 unless noted otherwise.
Part III - EXECUTION
1. All concrete reinforcement shall be detailed, fabricates, labeled,
supported and secured in place in accordance with procedures
and requirements outlined in latest edition of "Building Code requirements
for Reinforced Concrete ", ACI 318 and "Manual of Standard Practice
For Detailing Reinforced Concrete Structures', ACI 315.
2. Checked shop drawings showing reinforcing details. including
. steel sizes, spacing and placement, shall be submitted by
the Contractor for approval prior to fabrication.
3. All reinforcing bar splices shall conform to requirements of
Chapters 7 and 12, ACI 318 -89, but in no case shall they be less than 2' -0"
4. All welded wire fabric shall be lopped two (2) full mesh panels
at sides and ends and be securely wired together.
5. Construction joints in oil wails shall be not further oport than 60 feet in any
direction. See plan for location of slab construction & /or shrinkage joints.
6. During cold - weother placements, protect concrete work from physical
damage or reduced strength that could be caused by frost, freezing
action, or low temperatures, according to the provisions of ACI 306.
7. During hot - weather placements, place concrete in compliance with the
provisions of ACI 305.
DIVISION 4 - MAS®NI V 04200 -UNIT MASONRY
Port I- GENERAL REV. 4/17/97
BRICK TYPE: brick to be selected by architect, manufactured by
U.S. Brick Co., GENERL SHALE, or similar approved by OWNER.
Allowance: $250.00 / 1000 brick
BRICK JOINT: Standard gray mortar, raked to a depth of 1/4"
SUBMITTALS: Mortar joint width to be 3/8 "; 3 courses every 8 ".
Submit one 2 x4' sample panel
panel shall include all finishes, color, and texture using some tools and
techniques as for actual project.
Worronty. Submit copies of the manufacturer's
limited warranty on materials.
DIVISION 5 e METALS REV. 4/17/97
05120 - STRUCTURAL STEEL AND JOISTS
Part I - GENERAL
All detailing, fabrication and erection shall conform to the AISC
Specifications and Codes, latest edition.
Part II - PRODUCTS
1. All rolled section structural steel shall be ASTM A -36. All square
and rectangular tube sections shall be ASTM A -500 grade B,
Fy minimum 46 ksi.
2. All steel joists shall meet or exceed SJI specification for
joist designation shown.
3. All bolts, nuts and washers shall conform to the requirements
of ASTM A -325 for 3/4" diameter high strength 5olts unless noted
otherwise.
4. All welding electrodes shall be E70XX.
Part III - EXECUTION
1. All welding shall be done by certified welders and shall conform to the
AWS "Code for Arc and Gas Welding in Building Construction ", latest edition.
2. No connection shall consist of less than two 3/4" diameter bolts or welds
developing a minimum of 10,000 pounds unless noted otherwise.
3. All fillet welds shall be a minimum of 1/4" uness noted otherwise.
4. All welds shall be visually inspected by Contractor's Testing Agency.
5. All bolts shall be tightened to the snug tight condition.
The snug tight condition is defined as the tightness that
exists when all plies in a joint ore in firm contact. This
may be attained by a few impacts of on impact wrench or
the full effort of a man using a spud wrench.
6. The Contractor's Testing Agency shall perform oil inspection and testing.
The structural steel fabricator and erector shall schedule oil work to allow
the above testing requirements to be completed.
7. The Contractor shall be responsible for the control of all erection
procedures and sequences with relation to temperature differentiolsond stability.
8. After fabrication, all steel, except that to be galvanized, shall be cleaned
of all rust, loose mill scale and other foreign materials and receive one
coat of approved primer point.
9. The fabricator shall furnish checked shop and erection drawings
and obtain approval prior to fabricating any structural steel.
10. Cuts, holes, openings, etc. required in structural steel members for the work
of other trades shall be shown on shop drawings for structural steel and
small be mode in the shop. Burning of holes or cuts in structural steel
members in the field will not be permitted except by written permission
from the Architect.
11. All beam to tube column connections shall be thru plate connections,
unless otherwise noted.
05310 STRUCTURAL METAL ROOF DECK
Part I - PRODUCTS
1. All metal deck shall be galvanized and designed for the conditions
shown on the drawings and the loads indicated.
2. Metal deck section properties shall be computed in accordance
with "AISI - Specification For The Design of Cold Formed Steel
Structural Members".
Part II - EXECUTION
1. The erector shall establish a welding procedure for the weldirg of
the steel decking to the structural steel for the particular gage used.
Prior to start of erection of steel deck, each welder shoe, be qualified
using this procedure as witnessed by the Testing Laboratory.
2. All ends of metal deck panels shall be lopped two (2) inches
and both panels shall be welded to the supporting structure.
05400 - LIGHT GAGE STEEL FRAMING \
Part I - GENERAL
1. All design, detailing, fabrication, and erection of light gage framing
shall be in accordance with American Iron and Steel Institute
"Specifications For The Design of Cold -Formed Steei Structural Members ",
latest edition, and the manufacturer's details and specifications.
2. Calculations and detailed shop drawings, stomped by a Professional
Engineer registered in the state where the building is to be constructed
for the light gage metal roof truss must be submitted and approved by
the Engineer of Record prior to fabrication of the roof trusses.
Part II - PRODUCTS
1. Stud /track designations refer to Morino Wore Industries, Inc.
with the following minimum design properties:
Designation Sx (in3) Ix (ii
4" x 20 go. stud (4SW20) .331 .681
4" x 20 ga. track (4T20) .207 .498
6" x 18 go. stud (6SW18) .769 2 308
6' x 18 go. track (6T18) .521 1.768
8" x 16 ga. stud (8SW16) 1.445 5.780
8" x 16 go. track (BT16) .969 4.529
2. All light gage froming shall be golvanized and shall conform to ASTM A -446
grade 0 with a minimum yield stress of 33,000 psi for 18 gage components
and 50,000 psi for components 16 gage and thicker.
Port III - EXECUTION
1. Steel studs at exterior *oils shall be 6" x 18 go. spaced A 16" c.c.
unless noted otherwise.
2. Headers over exterior wall openings shall be 2 studs with 2 tracks
matching wall stud size and gage top and bottom.
3. Headers shall bear on a single jack studs with two additional studs
continuous by the header at each side of the opening.
4. Provide bridging per manufacturer's requirements. Note, bridging requirements
may be more stringent when sheathing is not ottoo0eed to both flanges.
REV. 4/17/97
06100 -ROUGH CARPENTRY
Part I GENERAL
1. Furnish and install oil rough carpentry which
includes but is not necessarily limited to rough blocking,
platforms and backboords.
2. All wood used for froming and sheathing in
concealed spaces as floors, ceilings, etc., shall be
pressure - treated with fire - resistant chemicols (Koppers
or equal) compatible with finishes specified.
3. Provide bock- blocking as required to achieve firm
attachment of oil items of architectural woodwork
(cosework, standing and running trim, poneling, etc.),
and all other wall and /or ceiling - mounted finishes,
equioment, fixtures, etc. - If and where indicated.
Ci!t'ISi��`� THc�'f.1,�L �' 'I Ti FEE __ TECTI!�•
07241 - EXTERIOR INSULATION AND FINISH SYSTEM
EV. 4/17/97 delete CLASS P
OES NOT APPLY
D
rt 1 GENERAL
S MMARY
Th Section includes the following:
Applications over exterior grade gypsum and plywood sheathing.
SYS EM PERFORMANCE REQUIREMENTS
E.I.F. . system shall comply with the following performanc
requi ements:
and Integrity. Free from bond failure within system compon is
r between system and supporting wall construction, result g
f am exposure to fire, wind loads, weather, or other in servi e
c nditions.
Weath tightness: Resistant to water penetration from exterior
into s tem and assemblies behind it or through them 1 to
interior of building that results in deterioration of thermal -
insulotin effectiveness or other degradation of system a
assemby s behird system including substrates, supporting w I
construct n, and interior finish.
Fire Per rmance Characteristics: Provide materials nd
constructio that are identical to those tested for the followi
fire perfor once characteristics, per test method indic ted
below, by esting and inspecting organizations occeptobi to
authorities having jurisdiction. Identify materials wi
appropriate markings of applicable testing and insp cting
organization.
Flame read of Insulation Board and Finish Coats: 25 or
less when tested individually per ASTM E 84.
Full -Stole Multistory Fire Test: Tested mock -up,
represents 've of completed multistory wall ass mbly of
which syst is a port, complies with Uniform Buil ing Code
Standard o. 17 -6 for test method and r quired fire
performance characteristics of exterior nonlood -b oring wall
panel ossem lies containing loom plastic insulotio .
Fire Resiston e Characteristics: Where indicate , provide
materials on construction identical to those o assemblies
whose fire resi tonce has been determined per STM E 119 by
testing and inspecting organization oc eptoble to
authorities havi jurisdiction.
SUBMITTALS
General: Submit the following in accordance wit Conditions of the
Contract.
Product data for eo component of exterior insulation and finish
systems.
Shop drawings showing f ricotion and installati n of system including
plans, elevations, section , details of compone ts, joint locations
and configurations within system and betwee system and construction
penetrating it, and attach ents to constructs behind system.
Samples for verification pur oses in the form of 2- foot - square panels
for each finish, color, and exture specified Prepare somples using
some tools and techniques i tended for act of work.
Incorporate within eo sample a t ical control joint filled
with sealant of color in toted or sel cted.
Installer certificates signed by manu cturer certifying that
Installers comply with requirem is under "Quality Assurance Article.
QUALITY ASSURANCE
Installer Qualifications: Engag on ex erienced Installer who is
certified in writing by system m nufac urer as qualified to install
manufacturer's system.
DELIVERY, STORAGE, AND HANDLIN
Deliver products in original, unope e packages and containers with
manufacturer's labels identifying pro cts legible and intact.
Store materials inside and under c ver; keep them dry and protected
from the weather, direct sunli surface contamination, aging,
corrosion, damaging temperature , omoge from construction traffic,
and other causes.
Stock insulation boards flat and ff th ground.
PROJECT CONDITIONS
Environmental Conditions: Do n t instal system when ambient outdoor
temperatures are 40 deg F (4 deg ) and falling unless temporary
protection and heot are pr ided to aintoin ambient temperatures
above 40 deg F (4 deg C) du ng instollo 'on of wet materials and for
24 hours after installation or longer o allow them to become
thoroughly dry and weather r sistont.
SEQUENCING AND SCHEDULIN
Sequence installation of s em with relate work specified in other
sections to ensure that wol assemblies, inc! ding flashing, trim, and
joint sealers, ore protec ed against domo e from weather, aging,
corrosion, and other cause .
PART 2 - PRODUCT
ACCEPTABLE MANUFACTU ERS
Dryvit Systems, Inc - contact Michael J. Lo brese. 401 822-4100
STO Industries, Inc - contact Teri Joslyn. ( Q) 425-4553
Senergy, Inc. -con act Buz Broccoli. (401) 4 7-2600
MATERIALS
Compatibility. Provid acrylic based waterproof m mbrone coating and
air barrier, adhesive, card insulation, reinforcing f rics, base and
finish coat material , sealants, and accessories th t are compatible
with one another on approved for use by system onufocturer.
ACCEPTABLE SYSTE S
1. "Outsulo on System" with "Backstop" ocry1 c waterproof
membron and air barrier, by Dryvit.
2. "Senerf x" with "Extro -Stop" waterproof embrone and
air barri r, by Senergy
3. "R W II" with "flexl" waterproof membro and air
barrier y STO Industries.
Colors and xtures of Protective Coating: Matc Dryvit's "Sandblast
finish . See fini h schedule for color.
Surface - Sealer System manufacturer's standard odhesio intermediary
designed to improve bond between substrate of type indicated and
adhesive for pplicotion of insulation.
Plastic Tro s for Application of Insulation: System man focturer's
standard pi stir track system consisting of horizontal start tracks,
horizontal ooding tracks, and vertical tee - shaped member designed
for meth nicol attachment to substrates indicated and for attaching
insulation y engaging grooves in edges of insulation.
Adhesive for Application of Insulation: System monu cturer Is
standard formulation designed for indicated use, compati le with
substrat , and complying with the following requirements:
Factory mixed formulation designed for adhesive attach ent of
insuIati n to substrates of type indicated, as approved by ystem
monuf cturer.
Molde Polystyrene Board Insulation: Rigid cellular the mol
insul ion formed by the expansion of polystyrene resin bead or
gron les in a closed mold to comply with ASTM C 578 for e I,
oppr ved by system manufacturer for material qualities inclu ing
car er squoreness, other dimensional tolerances.
Age insulation in block form prior to cutting and shipping by r
drying for not less than 6 weeks or by another method approv d by
system manufacturer that produces equivalent results.
Provide insulation in boards not less than 2 feet by 4 feet on
in thickness indicated but not less than that allowed by syste
manufacturer.
Provide insulation with edges grooved for trock- instollation
method.
Reinforcing Fabric: Balanced, alkali- resistant open weave gloss fiber
fabric treated for compatibility with other system materials; mode
from continuous multiend strands with tensile strength of not less
than 145 lb and 150 lb in worp and fill directions per ASTM D 1682;
complying with ASTM D 578 and the following requirements for minimum
Base Coot Materials: System manufacturer's standard, job -mixed
formulation of portland cement complying with ASTM C 150, Type I,
white or natural color; and system manufacturer's standard polymer -
based adhesive designed for use indicated.
it
Finish Coot Materials: Mixture complying with CVS required equ ed finish
Factory -mixed formulation of polymer emulsion admixture,
colorfast mineral pigments, sound stone particles, and fillers.
Water: Clean and potable.
Mechanical Fastener Assemblies: System manufacturer's standard
corrosion - resistant fastener assemblies, consisting of thermal cop,
system manufacturer's standard washer and shaft attachments, and
fastener indicated below; selected for properties of pullout, tensile,
and shear strength required to resist design loads of application
indicated, capable of pulling fastener head below surface of
insulation board, and of the following description:
For attachment to steel studs from 0.033 inch to 0.112 inch in
thickness, provide steel drill screws complying with ASTM C 954.
ELASTOMERIC SEALANTS
Sealant Products: Provide manufacturer's standard chemically curing,
elostomeric sealant that is compatible with joint fillers, joint
substrates, and other related materials.
Multipart Nonsag Urethane Sealant.
Sealant Color:
Match finish coat color of system
MIXING
General: Comply with system manufacturer's requirements for combining
and mixing materials. Do not introduce admixtures, water, or other
materials except as approved by system manufacturer. Mix materials in
clean containers. Use materials within time period specified by
system manufacturer or discord.
ELASTOMERIC SEALANTS
Sealant Products: Provide manufacturer's standard chemically curing,
elostomeric sealant that is compatible with joint fillers, joint
substrates, and other related materials.
Multipart Nonsag Urethane Sealant.
Sealant Color:
Match finish coot color of system.
MIXING
General: Comply with system manufacturer's requirements for combining
and mixing materials. Do not introduce admixtures, water, or other
materials except as approved by system manufacturer. Mix materials in
clean containers. Use materials within time period specified by
system manufacturer or discard.
PART 3 - EXECUTION
EXAMINATION
PREPARATION
Protect system, substrates, and wall construction behind them from
inclement weather during installation. Prevent infiltration of
moisture behind system and deterioration of substrates.
Substrate Preparation: Prepare and clean substrates to comply with
system manufacturer's requirements to obtain optimum bond betwi
substrate and adhesive for insulation.
INSTALLATION
General: Comply with system manufacturer's current published
instructions for installation of system as applicable to each type of
substrate indicated.
INSTALLATION OF JOINT SEALANTS
Prepare joints and apply sealants, of type and of locations indicated,
to comply with applicable requirements of "EIMA Joint Sealant
Specifications for Exterior Insulation and Finish Systems.'
CLEANING AND PROTECTION
Remove temporary covering and protection of other work. Promptly
remove protective coatings from window and door frames and any other
surfaces outside areas indicated to receive protective coating.
Provide final protection and maintain conditions in a manner
acceptable to Installer and system manufacturer that ensures system's
being without damage or deterioration at time of Substantial
Completion.
WARRANTY
System manufacturer shall provide a SEVEN -year limited warranty for
materials.
07311 - ASPHALT SHINGLES (DELETE)
PART 1 - GENERAL DOES NOT APPLY
DESCRIPTION OF WORK:
Extent of shingles is indicated on drawings and is hereby defined to
include units employed as weather protection for walls as well as for
steep roofs.
QUALITY ASSURANCE:
Perform work in accordance with NCRA Steep Roofing Manual.
UL Listing: Provide labeled materials which have been tested and
listed by UL for Class and Rating indicated for each shingle type
required.
Installer: Company specializing in installation of asphalt shingles
with five years of documented experience.
SUBMITTALS:
Product Data: Submit technical product data, installation
instructions and recommendations from shingle manufacturer, including
data that materials comply with requirements.
Samples: submit 2 full -size shingles for verification
of color /style /texture.
Maintenance Stock: 2% of each type /color /texture shingle used in the
work.
DELIVERY, STORAGE AND HANDLING:
Deliver materials in manufacturer's unopened, labeled bundles, roils
or containers.
Store materials to avoid water damage, and store rolled goods on end.
Comply with manufacturer's recommendations for job -site storage and
protection.
JOB CONDITIONS:
Substrate: Proceed with shingle work only after substrate
construction and penetrating work have been completed.
Weather Conditions: Proceed with shingle work only when weather
conditions ore in compliance with manufacturer's recommendations and
when substrate is completely dry.
SPECIFIED PRODUCT WARRANTY:
Provide shingle manufacturer's warranty on installed work, agreeing to
pay for repair or replacement of defective shingles as necessary to
eliminate leaks. Period of warranty is 25 years from dote of
substantial completion.
PART 2 - PRODUCTS
ASPHALT SHINGLE MATERIALS:
3- Dimensionol Laminated Strip Shingle ,UL Class "A ": Mineral -
surfaced, self - sealing, laminated multi -ply overlay construction
fiberglass based strip shingle complying with ASTM D 3018, Type 1, and
with ASTM D 3462. Provide shingles bearing UL Class "A" external fire
exposure label and UL "Wind Resistant" label.
Available Products: Subject to compliance with requirements,
products which may be incorporated in the work include:
Timberline 25 Fiber Gloss; GAF Corp. Color, "Pewter Blend ".
Contact Donald Carlson (800) 365 -7353. ext. 6201
Asphalt- Saturated Roofing Felt: No. 15, unperforated organic felt,
complying with ASTM D 226 Type I, 36" wide, approximate weight 18
lbs. /square.
Nails: Aluminum or hot -dip galvanized 11 or 12 -goge sharp- pointed,
conventional roofing nails with barbed shanks, minimum u 3/8 " diameter
head, and of sufficient length to penetrate 3/4" into solid decking or
to penetrate through plywood sheathing.
M al Drip Edge: Minimum .024" mill finish aluminum sheet, br e-
for d to provide 3" roof deck flonge, and 1 -1/2" fascia flange with
3/8" rip at lower edge. Furnish in 8' or 10' lengths.
Metal lashing: .024" mill finish sheet aluminum. Job -cut t sizes
and con urotions required.
Hip and idge Venting: By Cobra Ventilation Products, G .
PART 3 - EXECUTION
INSPECTION:
Examine substr a and conditions under which shinglin work is to be
performed and ust notify Contractor in writing f unsatisfactory
conditions. Do t proceed with shingling work til unsatisfactory
conditions have bee corrected.
PREPARATION OF SUB RATE:
Clean substrate of y projections and su stances detrimental to
shingling work. Cover otholes or other inor voids in substrate
with sheet metal flashing cured with roof' g nails.
Coordinate installation of shi les with fla ing and other adjoining
work to ensure proper seq r ing. not install shingle roofing
until all vent stocks and other netro ons through roofing have been
installed and are securely fostene a oinst movement.
INSTALLATION:
General: Comply with instruc ' ns and recommendations of shingle
manufacturer, except to ext t m e stringent requirements are
indicated.
Underlayment: Apply one I r felt horizo ally over entire surface,
lopping succeeding tours 2" minimum on fastening with sufficient
nails to hold in place un shingle application.
Shingles: Install star r strip of roll roofing or i erted shingles
with tabs remove fasten shingles in pattern, w ther exposure and
number of fasten s per shingle as recommenced b manufacturer. Use
/sed tal and v ticol chalk lines to ensure straight c ursing.
with installation details and recommendotio s of shingle
manufacturer and NRCA Steep Roofing Manual.
g d Edge Protection: Install metal flashing, vent flashing
d protection as indicated and in compliance with de ails an d
ndations of the NRCA Steep Roofing Manual.
TOCK: minimum of 2% of installed quantity of each type /color /text re
used in the work. Provide in unopened clearly labeled bundles
iners.
SECTION 07530 - SINGLE -PLY MEMBRANE ROOFING
PART 1 - GENERAL
SUMMARY
This Section includes
1. Single -ply membrane roofing systems fully adhered or
mechanically fastened
2. Roof rigid insulation board
3. Flexible flashings
4. Roof walkway pads
5. Roof drains
6. Wood mailers
7. Metal foscio and copings
SUBMITTALS
General: Submit the following according to Conditions of
Contract.
Product data, installation instructions, and general
recommendations from manufacturer of single -ply membrane system
for types of roofing required. Include data substantiating that
materials comply with requirements.
Samples of finished roofing sheets, including T- shaped side /end-
lop seam, and insulation board
Shop drawings showing roof configuration, sheet layout, seam
locations, colors (as applicable), details of perimeter, and
special conditions.
Indicate layout of tapered insulation materials.
QUALITY ASSURANCE
Membrane Manufacturer: Company specializing in sheet roof
membrane with ten years documented experience.
Installer: Engage an experienced Installer that has specialized
in installing roofing systems similar to those required for this
Project. Installer must be acceptable to or licensed by
manufacturer of primary roofing material and have five years
documented experience.
Work associated with single -ply membrane roofing, including
(but not limited to) insulation, flashing, and membrane sheet
joint sealers, is to be performed by Installer of this Work.
UL Listing: Provide labeled materials that hove been tested and
listed by UL in "Building Materials Directory or by other
notionally recognized testing laboratory for Class A rated
t
PROJECT CONDITIONS
Weather: Proceed with roofing work when existing and forecasted
weather conditions permit work to be performed in accordance with
manufacturers' recommendations and warranty requirements.
Substrate Conditions: Do not begin roofing installation until
substrates have been inspected and ore determined to be in
satisfactory condition.
WARRANTY
Provide fifteen year manufacturer's total system performance non -
prorated warranty with no dollar limit for all products supplied
by the roofing manufacturer.
Warranty. Include coverage of materials and installation
resulting from failure to resist penetration of moisture.
Warranty Period: 15 yeors from date of Substantial Completion.
The warranty shall not deprive the Owner of other rights the
Owner may hove under other provisions of the Contract Documents
and will be in addition to and run concurrent with other
warranties mode by the Contractor under requirements of the
Contract Documents.
PART 2 - PRODUCTS
GENERAL
Performance: Provide roofing materials identified to be of
generic type indicated and tested to show compliance with
required performances.
Compatibility. Provide products recommended by manufacturers to
be fully compatible with indicated substrates. Provide
separation materials as required to eliminate contact between
incompatible materials.
Acceptable Manufacturers:
Firestone Building Products, Inc.- (317) 575 -7000
J P Stevens Roofing Systems- (800) 621 -7663
Carlisle Roofing- (800) 479 -6832
Substitutions: Carlisle Corp.
Must be equal or exceed the performance and requirements of this section.
MEMBRANE MATERIALS
Reinforced Membrane: 45 mil. thick (ONLY EPDM & EP)
Sheet Seaming System: Manufacturer's standard materiols for
sealing lopped 'pints, spliced edges as recommended by membrane
manufacturer.
Cant Strips, Tapered Edge Strips, and Flashing Accessories:
Types recommended by membrane manufacturer.
Flashing Material: Manufacturer's standard system compotble
with single -ply membrane.
Mechanical Fasteners: As recommended by membrane manufacturer.
Membrane Adhesive: As recommended by membrane manufacturer.
Formulated to withstand minimum 90 -psf uplift force. (Verify
local codes requirement)
Provide adhesives that comply with local requirements limiting
amounts of volatile organic compounds.
INSULATING MATERIALS
General: Provide insulating materials to comply with
requirements indicated for materials and with referenced
standards in sizes to fit applications indicated, selected from
manufacturer's standard thicknesses, widths, and lengths.
Provide tapered boards where indicated for sloping to drain.
Fabricate with toper of 1/4 inch per foot, unless otherwise
indicated.
Polyisocyonurate Board Roof Insulation: Rigid, cellular, thermal
insulation with polyisocyonurote dosed -cell foom core and
manufacturer's standard facing laminated to both sides; complying
with FS HH -1- 1972 /2, Class 1. R value of 30.
AUXILIARY INSULATION MATERIALS
Adhesive for Bonding Insulation: Type recommended by insulation
manufacturer and complying with fire- resistance requirements.
Mastic Sealer: Type recommended by insulation manufacturer for
bonding edge joints and fling voids.
Mechanical Anchors: Corrosion- resistant type as recommended by
insulation manufacturer for deck type and complying with fire and
insurance wind - uplift rating requirements.
Provide system tested and approved for 1 -90 wind- uplift rating
METAL FASCIA
Aluminun Sheet: ASTM 8209, 6063 alloy, T -S Temper; .03 gouge;
shop pre - coated with electrostaticolly applied coating of enamel.
See finish schedule for color selection.
Provide expansion joints and joint covers as required by field
conditions.
ROOF DRAINS
Provide & install "ZURN INDUSTRI €S, INC." 6" metal roof drain with
strainer model 12C- 100 -ERC -6 -NH or equal. Provide leaders as
required.
CARPENTRY MATERIALS
Lumber: PS 20; graded in accordance with established Grading
rules; maximum moisture content of 19 percent.
Nails Spikes and Staples: Golvonized for exterior and high
humidity locations and treated wood; size and type to suit
application.
Bolts, Nuts, Washers, Logs, Pins and Screws: Medium carbon
steel; sized to suit application; galvanized for exterior and
high humidity locations and treated wood.
Fasteners: Bolts or powder activated type for anchorage to
steel.
WOOD TREATMENT
Shop pressure treat and deliver to site ready for installation,
wood materials requiring pressure impregnated preservatives.
Wood Preservative: CCA Wolmonizing type; .40% lb./cu. ft. net
retention, manufactured by 'Koppers Company, Inc." or equal.
PART 3 - EXECUTION
PREPARING SUBSTRATE
General: Comply with manufacturers' instructions to prepare
substrate to receive single -ply membrane system.
Verify that penetrotions, expansion joints, and blocking ore
in place and secured and that roof drains are properly clamped
into position.
Clean substrate of dust, debris, and other substances detrimental
to single -ply system installation. Remove shorp projections.
Install cant strips, flashings, and accessory items as shown and
as recommended by manufacturer.
Prevent compounds from entering and clogging drains and
conductors and from spilling or migrating onto surfaces of other work
INSTALLING INSULATION
General: Extend n sir Io ts on fu ll th' ckness i n two layers, or i
n
multiple layers over entire surface to be insulated, cutting and
fitting tightly oround obstructions. Form cant strips, crickets,
saddles, and tapered areas with additional material as shown and
as required for proper drainage of membrane.
Stagger joints in one direction for each course. For multiple
layers, stagger joints in both directions between courses with
no gaps, to form a complete thermal envelope.
Provide tapered units to suit drainage pattern indicated.
Do not install more insulation in a day than con be covered with
membrane before end of day or before start of inclement weather.
Secure roof insulation to substrate with mechanical anchors of
type and spacing indicated but in no case provide less than one
anchor per 4 sq. ft. of surface area or less anchorage than
required by FM Loss Prevention Data Sheet 1 -28.
Set insulation units on substrate with mechanical fasteners or
spot adhesives and cover immediately with loose membrane for
ballasted installation.
Provide protection sheet between insulation and membrane when
recommended by membrane manufacturer.
INSTALLING MEMBRANE
General: Start installation only in presence of manufacturer's
technical representative.
Cut out and repair membrane defects at the end of each day's work.
Mechanically Fastened Membrane: Install membrane by unrolling
over prepared substrate, lopping adjoining sheets as recommended
by manufacturer, and bonding and sealing seams. Install
mechanical fasteners at spacing recommended by manufacturer,
covering with adhesive- opplied membrane so that no fasteners are
exposed. Install flashings as recommended by membrane
manufacturer.
Fully Adhered Membrane: Install membrane by unrolling over
prepared substrate, lopping adjoining sheets as recommended by
manufacturer. Apply adhesive to surfaces to be bonded and roll
into place when adhesive has property cured. Treat seams with
special adhesive and apply sealant to exposed sheet edges,
tapering application as recommended by manufacturer. Install
mechanical fasteners, flashings and counterflashings, and
accessories at locations and as recommended by manufacturer.
Walkway Protection: Install paver units at locations shown and
where required for access to roof- mounted equipment. Place
protection boards carefully to ovoid damage to membrane, laying
over on odditional layer of roof membrane material, loosely
applied, for additional protection. Secure walkway pods in
accordance with manufacturer's instructions.
METAL FASCIA INSTALLATION
Install metal fascia system in accordance with manufacturer's
instructions.
ROOF DRAINS
Install roof drains in accordance with manufacturer's
instructions. Coordinate with plumbing drawings.
PROTECTING ROOFING
After completing roofing (including associated work), institute
appropriate procedures for surveillance and protection of roofing
during remainder of construction period. At the end of the
construction period, or at a time when remaining construction
will in no way affect or endanger roofing, make a final
inspection of roofing and prepare a written report to Owner,
describing nature and extent of deterioration or damage found.
Repair a replace (ors required) deteriorated or defective work
found at the time of find inspection to c condition free of
damage and deterioration at the time of Substantial Completion
and according to the requirements of the specified warranty.
END OF SECTION
598 W. CARMEL
DEA, INC.
6214 M ENCI TRAIL - 110
INDIANAPOLIS, IN 46268