HomeMy WebLinkAboutBurger King Specs 84-414
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SPECIFICATIONS FOR
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REVISED 6-10-83
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BURGER KING CORPOHATION
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TABLE OF CONTENTS OF PROJECT MANUAL
DIVISION ONE - GENERAL REQUIREMENTS,:
01002 Codes and Regulations
01300 Submittals
01400 Qu~lity Control
01401 Inspection Work
01402 Guarantee
01500 Temporary Facilities and Controls
01600 Materials and Equipment
DIVISION TWO - SITE WORK:
02001 General
02100 Clearance of Site
02110 Demolition
02120 Clearing and Grubbing
02200 Earthwork
02210 Site Grading
02220 Excavating and Backfill
02230 Soil Stabilization
02250 Soil Poisoning
02500 Site Drainage
02600 Paving
02610 Walks
02617 Pavement Sealing
02620 Road and Parking Appurtenances
02700 Site Improvements
02710 Fences
DIVISION THREE - CONCRETE:
03001 Reference Standards
03100 Concrete Formwork
03150 Expansion aQd Construction Joints
03200 . Concrete Reinforcement
03300 Cast in Place Concrete
03370 Grout
03390 Concrete Tests
Table of Contents
Paqe 3
DIVISION SEVEN - THERMAL AND MOISTURE PROTECTION:
07001 Standards
07190 Vapor Barrier
07200 Building Insulation
07300 Wood Shingles
07500 Membrane Roofing
07600 Flashing and Sheet Metal
07700 Barrel Concreto Roof Tiles
07800 Roof Accessories
07900 Caulking and Sealants
DIVISION EIGHT - DOORS AND WINDOWS:
08001 Reference Standards
08002 Workmanship - General
08100 Metal Doors and Frames
08200 Wood Doors and Frames
08400 Entrances and Storefronts
08550 Sliding Servi~g Window
08700 Hardware and Specialties
08701 Schedule of Finish Hardware
08730 Weather Stripping
08800 Glazing
DIVISION NINE - FINISHES:
09001 General
09180 Cement Plaster/Stucco
09250 Gypsum Wallboard
09300 Tile
09320 Unglazed Paver Tile
09330 Quarry Tile
09500 Acoustical Treatment
09900 Painting and Wal1covering
09970 Prefinished Panels
Table of Contents
Page 4
DIVISION TEN - SPECIALTIES:
10001 General
10160 Toilet Partitions
10350 Flagpole
10400 Identifying Devices
10500 Lockers and Shelving
10800 Toilet Accessories
".
DIVISION ELEVEN - EQUIPMENT,:
11001 General
11100 Safe
11400 Food Service Equipment
DIVISION TWELVE - FURNISHINGS:
12001 General
l2120 Photo Mural
12300 Cabinets
12500 Window Treatment
12700 Seating
12800 Furnishings
.
DIVISION THIRTEEN - SPECIAL CONSTRUCTION:
Not Used
DIVISION FOURTEEN - CONVEYING SYSTEMS:
Not Used
.
Table of Contents
Page 5
DIVISION FIFTEEN - MECHANICAL:
15010 General Provisions
15050 Basic Materials & Methods
15060 Pipe and Pipe Fitting
15080 Piping Specialties
15120 Valves
15180 Insulation
15200 Water Supply Systems
15220 Water Supply Piping Systems
15230 " Domestic Hot Water Systems
15300 Soil and Waste Systems
15310 Soil and Waste Piping
15315 Storm Drainage System
15460 Plumbing Fixtures and Trim
15520 Fire Fighting Devices
15560 Dry Chemical System
15614 Gas Piping System
15770 Packed Heating and Cooling - General
15771 Equipment
15900 Controls and Instrumentation
15910 Inspection, Testing and Balancing
DIVISION SIXTEEN - ELECTRICAL:
16010 General Provision
16012 Codes and Standards
16020 Electrical Systems Schedule
16030 Tests
16100 Basic Methods and Materials
16110 Raceways
16120 . Conductors
16130 Wire Connection and Devices
16134 Panel board and Main Distribution
16150 Motor and Motor Control
16190 Supporting Devices
Table of Contents
Paqe 6
DIVISION SIXTEEN - ELECTRICAL:
16401 Underground Service
16450 Grounding
16430 Feeder Circuits
16485 Branch Circuits
16500 Lighting - Interior and Exterior
16600 Special Systems - Computer
16700 Communications System
16740 Telephone'
16690 Controls and Instrumentation
DIVISION 1
GENERAL REQUIREMENTS
01001.00 GENERAL REQUIREMENTS
01300.00 SUBMITTALS
01400.00 QUALITY CONTROL
01401:00 INSPECTION OF WORK
01402.00 GUARANTEE
01500.00 TEMPORARY FACILITIES AND CONTROLS
01600.00 MATERIAL AND EQUIPMENT
. .
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DIVISION 1 GENERAL REQUIREMENTS
01001.00 GENERAL REQUIREMENTS
.01 General conditions and applicable section of all contract
documents are hereby made part of the requirements for the work
of all divisions of the specifications and the contractor shall
consult them in detail in connection with each section of the
work.
.02 Each contractor shall visit the site and be responsible for
becoming familiar with conditions effecting the construction
before submittina his bid.
.03 Where the drawings show only a portion of the work in full
detail and the remainder is shown only in outline, the portions
in outline must be executed as required, for like portions
shown in full detail. Where ornament or other detail is shown
by starting only, such detail must be continued throughout the
parts in which it is shown and throughout all similar parts of
the work unless otherwise implicitly required.
.04 The work "all" has been omitted in many cases from these speci-
fications. Since the General Contractor is responsible to
furnish a complete building and supply the necessary labor,
materials, services and systems to perform all work.
.05 These specifications shall be supplemented by notes on the
drawings and all applicable portions of governing local and/or
state building codes, which relate t9 work and requirements
specified in the codes shall be followed in the same manner as
if noted in these specifications. Where the requirements of
the codes and these specifications differ the more stringent
shall govern.
01002.00 CODES AND REGULATIONS
.01 All work is to be installed as shown on the drawings, as herein
specified and in accordance with the governing Building Code,
codes and regulations of state and local authorities and the
National Board of Fire Underwriters, whichever may have juris-
diction. "If drawings and/or specifications are in conflict
with the authorities having jurisdiction, the more stringent
requirements shall be adhered to. Each contractor shall state
in his bid where drawings and/or specifications differ from
codes and regulations and these discrepancies should be reported
to the architect/engineer.
.02 All materials should be approved by the governing authorities
prior to installation. The general contractor is to be responsible
for the approval of all installed materials. Should a discrepancy
occur between a specified material and a code requirement, the
general contractor must notify the owner and architect prior to-
commencement of the work.
01001.00 - 01002.02
.03 Contractor shall file all necessary drawings and specifications
with the proper authorities and pay for and obtain all permits,
certificates of approval and other legal notices required for
this work.
.04 All work not covered by .01 to be installed in a neat, workmanlike
manner, conforming to accepted standard practices or recommen-
dations of the various technical societies, institutions and
associations under which the work is performed.
01300.00 SUBMITTALS
.01 Shop drawings: submit as required in the various sections of
these specifications, as called for on drawings or required by
owner or local building offic~als.
.02 Samples: where required by the architect, samples of materials
are to be submitted for approval at least four (4) weeks before
it is de~ired to commence ~eliver;es.
01400.00 QUALITY CONTROL
.01 All workmanship and finish must be first class in every particular
and strictly inaccprdance with the approved drawings. All
work made in sections shall be carefully fitted together.. All
units shall be property laid out and spaced between terminals.
.02 Before commencing with the work, the contractor shall verify
measurements at the building site and notify the architect/
engineer of any differences that may exi.st between actual
dimensions and those indicated on the drawings.
.03 Preparatory work: the contractor shall 'be r~sponsible for
inspecting and accepting all areas to receive work specified in
each respective division as to proper job 'conditions and coordi-
nation of work with other trades. '
.04 Securing to other work: the contractor shall do all work
required in the fitting and setting of his materials in place.
The contractor shall do all cutting and fitting required in
connection with the fitting of his work to the adjoining work
of other contractors. He shall provide all connecting members
or materials for properly securing work as may best be suited
for each case. '
.05 Should any discrepancy occur between drawings or specifications,
or a conflict occur, the contractor must notify the architect/
engineer for a clarification prior to continuing with the work.
If the contractor proceeds with the work without requesting the
proper interpretations and/or specification, he may be required
to remove and replace such work at his own expense.
01002.03 - 01400.05
01401.00 INSPECTION OF WORK
.01 The architect/engineer shall have the power to reject any
materials or workmanship which he may deem defective, and such
rejected materials or workmanship may be replaced by materials
and workmanship of good quality to the satisfaction of the
architect. All materials so rejected shall forthwith be removed
from the site of the works within twenty-four (24) hours.
01402.00 GUARANTEE
.01 All workmanship and materials shall be guaranteed for a period
of one year from the date of final acceptance unless specified
otherwise for a longer period of time on specific items. The
contractor shall be responsible for replacing or repairing his
own defective work, as well as pay all costs incidental thereto,
. including damage to other work, f~rnishings or equipment.
01500.00 TEMPORARY FACILITIES AND CONTROLS
.01 Temporary facilities: provide as required in specific sections
of these specifications or as required by local or state codes.
.02 Tests and fees: supplied and paid for by contractor except as
noted elsewhere.
01600.00 "MATERIALS AND EQUIPMENT
.01 'Description of work: the contractor shall furnish all labor,
materials, equipment, services and operations to complete the
work as described in each division and work reasonably inferable
from the drawings as is herein specified, and/or lastly as is
normally done in practice.
.02 All materials: new, free from defects and of American manufacture,
and conforming to standards under whose requirements they were
manufactured.
.03 Receiving and storing materials: all materials must be delivered
in original unopened packages with the manufacturer's name and
contents legibly indicated and stored in a safe enclosed area
protected from damage until ready for use.
.04 Operating and maintenance manuals for equipment submitted as
required elsewhere.
01401.00 - 01600.04
DIVISION 2 SITE WORK
02001.00 GENERAL
.01 Except where portions of these specifications are more exacting,
work of this division shall comply with all applicable provisions
of the general scope of work. .
.02 This work shall be executed in an orderly and careful manner
and shall conform to accepted AlA standards.
02100.00 CLEARING OF SITE
.01 The contractor shall furnish all labor, equipment, appliances
and materials necessary to fully complete all operations in
connection with the clearing, back-filling and grading in
strict accordance with this section of the specifications and
as shown and noted on the drawings. Work covered under these
specifications shall be in the areas noted on the drawings to
be constructed under the base bid and accepted alternates.
.02 The contractor shall personally inspect the site of the proposed
work in order to become familiar with all the conditions under
which the work is to be, done prior to submission of bids.
.03 Clearing and grubbing shall consist of the satisfacto"ry disposal
of all 'vegetation, together with the down timber, snags, brush,
weeds, stones, boulders, rubbish, stumps, hedges, etc., occurring
within the area shown on ~ite plans. Clearing operations shall
be conducted so as to provide for the safety of employees and
others.
02110.00 DEMOLITION (WHEN REQUIRED)
.01 Furnish all labor and equipment necessary for demolition of
existing structures as required.
.02 Obtain and pay for all permits and fees required for execution
of work.
.03 Notify applicable utilities companies and arrange for cut off
of all facilities and protect all remaining facilities.
.04 Provide protection of public adjacent property where required.
.05 All equipment and materials resulting from the demolition shall
become the property of this contractor who shall remove same
from site unless stated otherwise by contract.
.06 All existing structures shall be removed in its entirety including,
but not limited to footings, utilities and any pavement, etc.
.07 Masonry shall be demolished in small sections, bracing and
shoring shall be used where necessary to avoid collapse of the
structure.
.08 Street and road shall be kept clean of debris.
.09 All materials, rubbish and debris resulting from the demolition
or clearing of the site shall be promptly removed from the
premises and disposed of by the contractor.
02001.00 - 02110.09
02200.00 EARTHWORK
.01 Classification of excavation: borings may be made at building
site by the owner when he considers it necessary to ascertain
the character of the excavation material to be encountered.
If, however; a material encountered is not of the type specified
it shall be removed from the site and replaced at the contractor's
expense.
.02 Top soil, if of a suitable quality a sufficient amount may be
retained for landscaping.
02210.00 SITE GRADING
.01 Elevation and grade lines markp.d on the drawings indicate the
height in relation to a datum point. See survey for datum
point and verify same in field., Before commencing any work the
contractor shall carefully box and protect any trees and shrubs'
that are located in and around the building which may become
damaged from power equipment~ materials, etc.
.02 All suitable earth excavation shall be graded on th~ premis~s.
After all rubbish, debris, tools, etc., is removed from the
premises, the contractor will level and grade around the building
by hand raking away from the building. The contractor shall
rough grade areas to be landscaped to within three (3) inches
of finished grades.
02220.00 EXCAVATION AND BACKFILLING
.
.01 Excavation: the site indicated on the drawings shall be cleared
of all overburden and obstructions other than noted and any
other items which will interfere with the construction operations.
The excavation shall conform to the dimensions and elevations
indicated on the drawings for the building. The footings shall
be installed per governing code.
A. In conditions where suitable bearings are not encountered
at elevations indicated on the drawings, the architect/
engineer may direct in writing that the elevation be
carried to elevations of suitable bearing. The excava-
tion, if under slabs, shall be restored to the proper
elevation in accordance with the procedure hereinafter
specified for filling, or if under footings, the height
of the footings shall be increased, as may be directed
by the architect/engineer. Excavation shall extend to a
sufficient distance from walls and footings to allow for
placing and removal of forms, installation of service
and for inspection. Refer to drawings when special
foundations are required.
02200.00 - 02220.01
B. Undercutting is permitted only when approved by the
engineer in writing. Any topsoil, or suitable excavated
material which is required for the exterior grading,
shall be separately stock-piled.
C. Drainage in the vicinity of the building: the contractor
shall control the grading in the vicinity of the building
and other structures so the surface of the ground will
properly slope to prevent water from running into exca-
vated areas. Any water which accumulates in the excava-
tion shall be removed promptly. The contractor shall
provide and maintain all required bilge pumps, suction
and discharge lines, well points, etc., and power for
running same in sufficient number and capacity to keep
all excavations, pits, trenches, etc., free from standing
water at all times.
D. Shoring: such shoring, including sheet piling, as may'
be req~ired during excavation shall be installed to
protect the banks adjacent t6 ~aving structures and
utilities. .
E. Excess material: the contractor shall use as much of
the excess material, if deemed necessary from the exca-
vation as possible. All excess material shall be removed
from the premises at no expense to the owner.
,F. Removal of utilities: when utility lines are encountered
within ,the area of operations, the contractor shall
notify the architect/engineer in ample time for the
necessary measures to be taken to prevent interruption
of the service.
~02 Filling: Where concrete slabs are placed on earth, all loam
and organic or other undesirable material shall be removed.
Where fill is required to raise the subgrade for concrete slabs
to the elevations as indicated on the drawings or as required
by the owner, such fill shall consist of an approved sand.
Sand used for fill shall be placed in layers not to exceed 12
inches in thickness and thoroughly compacted to not less than
95 per cent maximum density. Each layer of fill shall have a
moisture content such that the required degree of compaction
may be obtained. Compaction shall be in a manner approved by
the architect/engineer. All fill required shall be furnished
and installed by the contractor at his expense. All fill
inside the building and under exterior concrete platforms shall
be sand.
.03 Exterior backfilling
A. Material for backfilling shall consist of earth free of
trash, lumber or other debris. Backfill shall be placed
in horizontal layers not in excess of 12 inches of
thickne~s, and shall have a moisture content such that
the required degree of compaction may be obtained. Each
layer shall be compacted by hand or machine tampers to a
density indicated on the drawings.
02220.01 - 02220.03
B. Extreme care shall be taken when backfilling against the
concrete foundation wall where the ~ater impermeable
membrane is applied to the surfaces. No very coarse
aggregate, stone, rock or, brick of any kind shall be
placed against the wall during the backfilling
operation. Care shall be taken to insure that the
waterproofing coats are not gouged or otherwise damaged
by the equipment used in backfilling. Any waterproofing
material damaged or gouged shall be replaced at the
expense of the contractor.
02230.00 SOIL STABILIZATION
.01 Furnish all labor, equipment, supplies and materials in connection
with the excavation; excavation for drainage structures and
side ditches. Construction of embankment, shoulders and gutter;
preparation of subgrade including spot reinforcement; and
grading, including all hauling, wetting, rolling and other
operations pertaining thereto for the parking areas, drives,
and the concrete sidewalks, all as shown on the drawings,
and/or specified, and subject to the terms and conditions of
the contract.
.02 Applicable standard: A.A.S.H.O. T-99- latest edition.
.03 Definitions:
A. General excavation consists of excavating and grading
for the parking areas, drives and, concrete sidewalks,
excavating unsuitable materials, regardless of character,
from the subgrade; and disposing of excavated materials.
General excavation includes any excavation or grading
along said areas required to produce in place the materials
necessary for embankments and fills, and to replace
unsatisfactory materials from other excavation or grading
operations.
B. Spot subgrade reinforcement consists of providing and
placing specially selected reinforcement material at the
contractor's expense in the excavations made by the
removal of soft, unstable or otherwise unsuitable subgrade
materials, and on fills within designated areas, as
directed by the architect/engineer.
C. Subgrade preparation consists of dressing, shaping,
wetting and compacting of the subgrades to the full
width of the areas to be paved and as specified and
indicated on the drawings.
D. Ditches shall mean gutters, side ditches, diversion
ditches, inlet and outlet ditches to and from culverts
and other structures, and outlet and other ditches in
connection with surface drainage.
02220.03 - 02230.03
.08
.09 '
.
.04
E. Compaction: except as other'wise specified, the degree
and density for embankments and subgrades shall be
determined and controlled in accordance with the require-
ments of A.A.S.H.O. Standard Nethod T-99 latest edition,
with the following modifications:
(1) The wei9ht of the rammer or metal tamper shall be
ten (10) pounds.
(2) The tamper shall be dropped from a height of 18
inches above the sample.
(3) The samples shall be compacted in five (5) layers
each approximately one (1) inch thick.
Utilization of excavated materials: use suitable material
removed from the excavations, insofar as practicable, in the
formation of embankments, berms, subgrades, shoulders, slopes,
bedding, backfill for culverts and other structures. Do not
waste excavated material. Dispose of materie.l authorized to be
wasted as directed, and in a manner not to obstruct the flow of
any stream or impair or endanger any finished or partly finished
structure. The surface and side slopes formed of such materials
shall be shaped and sloped so as to provide for later seeding
and mowing operations. '
Selection of borrow material: select ,borrow materials for the
particular embankment or backfill for which it is to be used.
Opening and draining of excavation: notify the owner sufficiently
in advance of the opening of any excavation.
Excavation of ditches and gutters: cut ditches and gutters
accurately. Cut roots, stumps and other foreign matter in the
sides and bottoms of ditches and gutters 'to conform to the
slope, grade and shape of the section shown. Take care not to
excavate ditches and gutters below the grades indicated.
Backfill any excessive ditch and gutters excavation to grade
with suitable, thoroughly compacted material to form an adequate
gutter paving as directed by the owner. Maintain excavated
ditches and gutters free from detrimental quantities of leaves,
sticks and other debris until final acceptance.
Existing service lines and utility structures: uncovered or
encountered during all classes of excavation and during operations
incident to all grading work, construction of embankments, and
backfilling shall be safeguarded and protected from damage, and
supported if necessary, as specified or indicated on the drawings.
Backfill: maintain symmetrical backfill loading. Take special
care to prevent any wedging action or eccentric loading upon or
against the structure and step or serrate slopes bounding or
within the areas to be backfilled. During backfilling operation
and in the formation of embankments as specified hereinafter
take care that the equipment used will not overload the structure
in passing over and compacting fills.
.05
.06
.07
02230.03 - 02230.09
.10 Preparation of ground surfaces for embankments: sloped ground
surfaces, steeper than one (1) vertical to four (4) horizontal
on which embankment is to be placed shall be plowed, stepped on
,or broken up in such manner that the emb~nkment material will
bond with the existing surfaces as directed or approved by the
owner. Where directed by the owner, wet and compact the surface
as prepared.
.11 Embankment material: construct embankments and backfill of
,approved materials.
.12 Subgrade preparation: after the subgrade has been shaped to
line, grade ~nd cross section, roll with an approved power
roller weighing not less than 10 tons, until thoroughly compacted.
Include any reshaJing and wetting required along with the
rolling of the su)grade, to obtain proper compaction. Remove
soft or otherwise unsuitable material and replace with suitable
material from excavation or borrow or with the materials specified
for spot subgr~de reinforcement. Bring the resulting area and
all other l6w sections, holes or depressions to the required
grade with approved material. Shape the entire' subgrade to
line, grade and cross section and thoroughly compact as herein
provided. Extend subgrade compaction to include the shoulders
for a djstance of at least one (1) foot beyond edges of the
base course or pavement. Except as otherwise,provided, compact
the subgrade in every area'to 95%, of maximum density obtained
at optimum moisture content.
.13 Spot subgrade' reinforcement: material for spot, subgrade
reinforcement shall consist of pit-run gravel, stone, slag,
sand, screening, sotl or combination of these, conforming to
grading and phys'cal requirements specified by the architect/
engineer. The maximum dimension of any particle of this select
material is not to be greater than 2/3 the compacted thickness
of the layer in which it is td be placed. '
A. Construction methods: remove unsuitable subgrade materials,
shape the bottom of the resulting excavation uniformly.
Compact firmly to the density specified above and make
the required provisions for adequate drainage. Then
place the "subgrade reinforcement material in the prepared
excavation in layers of not more than five (5) inches
and spread and ram until level with the subgrade surface.
.14 Finishing slopes and surfaces shall be as specified on the civil
engineering drawings.
.15 Disposal of excess excavated materials: any excess materials
resulting from the excavation operations not required for
unsuitable for use in the earthwork operations hereinbefore
specified shall be considered as "waste" and shall be disposed
of by this contractor, except for any portion thereof specific-
ally authorized by the owner to be wasted in adjacent work
areas.
02230.10 - 02230.15
.16 Embankment types
Type "A" - slope one (1) vertical to three (3) horizontal and
seed to grass. The contractor shall be required to seed the
slope in accordance with instructions for seeding from the
materials supplier and to protect the growth of the seeding
with burlap covering or other approved method. It shall be the
contractors responsibility to maintain the sloped embankment
until such time as the new grass is able to support its own
growth and embankment.
Type "B" - one (1) vertical to three (3) horizontal and sod.
The contractor shall be required to solid sod the sloped embank-
ment and to adequately anchor the sod by means of wooden pegs
sufficiently placed to insure that the sod will remain in
position until rooted to the embankment. It snall be cantractors
responsibility to water and otherwise protect the sod and
maintain the sod and embankment until the sod is sufficiently
rooted to the embankment to support its own growth and the
embankment.
Type "e" - sand and cement mix rip-rap style. Mix four (4)
parts sand and one (1) part cement - dry mix - place in cloth
bags - similar to flour bags. Fill bags in rows in stretcher
coursing. Slope to vary with site conditions.
Type "0" - rock rubble, rip-rap style. Rocks six (6) inch to
ten (10) inch size. Set .in cement mortar (if required) -
depending on slope. To vary with site conditions.
Type "E" - asphalting of slope. Grading and finish to be in
accardance with "paving" .;.. refer to site plan for sloping
areas. ,
Type "F" - pouring reinforced concrete slabs - in vertical
position. Slope one (1) vertical to two (2) horizontal (maxi-
mum). Concrete slabs four (4) inches thick reinforced with' No.
10 x 6" X 6" galvanized wire mesh slabs three (3) feet to four
(4) feet wide; height to vary with site conditions. 3/8 inch
joints between slabs shall be filled with waterproof and frost
resistance sealant.
02250.00 SOIL POISONING
02251.00 MATERIALS, WEEDS & GRASSES
.01 Liquid Promitol liE" or equal
02252.00 WORKMANSHIP
.01 Apply per manufacturer's recommendations.
.02 Apply aver area to be paved as per site plan.
.03 Reduce mixture to 1/2 recommended strength in the vicinity of
trees with a trunk diameter of 6" or greater to' prevent elimina-
tion of trees.
02230.16 - 02252.03
02255.00 MATERIALS, TERMITES
.01 Materials as per table below
Chemicals,
Concentration
Aldrin
Benzene' Hexachloride (BHD)
Chlordane
Dieldren
Heptachlor
0.5% applied in water emulsion
0.8% applied in water emulsion of
gamma isomer
1.0% applied in water emulsion
0.5% applied in water emulsion
0.5% applied in water emulsion
02256.00 WORKMANSHIP
.01 Oil solutions shall not be used under concrete slabs.
.02 Applied by trained personnel only.
.03 Treatment shall not be made if soil or fill is excessively wet
or immediately after heavy rains.
.04 Prevent disturbance of treated soils by humans or animals until
areas are covered.,
02257.00 APPLICATION
.01 Under slab & walks:
1-1/2 gal. per 10 sq. ft.
.02 At foundations:
4 gal. per 10 line ft. both sides of foundation, around plumbing
etc. to a depth of 1 foot.
02500.00 SITE DRAINAGE
02501.00 STORM WATER DRAINAGE SYSTEM - WHEN REQUIRED
.01 The contractor shall furnish all equipment, supplies and materials
and perform all labor in connection with storm water piping,
catch basins and manholes. Concrete, masonry and earthwork
specified elsewhere.
.02 The drainage system shall be in compliance with all applicable
federal, state and local laws and regulations.
.03 Execution of work.
A. Handling - pipe and accessories shall be shipped and
installed so as to insure a sound undamaged condition.
All material shall be carefully inspected for defects
before installation and those materials found defective
shall be replaced with a satisfactory material. The
interior of pipe shall be kept clean of foreign matter
before and during installation.
02255.00 - 02501.03
B. Pipe shall be laid true to grade required and shall rest
upon the pipe bed for the full length of each section.
Pipe having its grade and/or joint disturbed after
laying shall be taken up, cleaned and relaid. Joints
shall be'made up strictly in accordance with the manu-
facturer's direction using all required gauges, lubri-
cants, gaskets and tools. Pipe connected with catch
basins or manholes shall be placed or cut flush with the
interior face of the structure. Rough edges of cut pipe
shall be made smooth.
'.04 Storm water soakage pits
A. The work covered by this specification shall consist of
the construction of sbakage pits, ~tilizing an authorized
type of pipe, with a ballast rock, an authorized filter
material, pearock, and selected fill, in accordance with
these specif.ications and conforming with lines, grades,
dimensions, notes and details indicated on the drawings.
B. Perforated aluminum pipe: the aluminum pipe perforati6ns
~hall be spaced approximately one (1) inch center to
center 36po around the pipe. The rows of perforations
shall be either on the inside crests or on the neutral
axis of all corrugations where the seams are 'located.
The perforations shall have a diameter of not less than
one-quarter (1/4) inch or more than three-eights (3/8)
inch. The ,lengths shall be connected with one piece
bank couplers, twelve (12) inches wide and fastened with
three (3) one-half (1/2) inch diameter galvanized steel
bolts. The bands shall be ,equal to or not less than one
gauge lighter than the pipe. 'The aluminum pipe gauges
shall be as follows:
12" 16" 16 Ga.
30" - 3611 14 Ga.
4211 - 54" 12 Ga.
60" - 7211 10 Ga.
The first length of pipe from each catch basin shall be
non-perforated and extend four (4) feet beyond the
outside wall of the catch basins.
The construction of the perforated aluminum pipe soakage
pit shall also include construction of connecting catch
basins, connecting catch basin frames and grates and
connecting manholes.
02501.03 - 02501.04
C. Ballast rock: all ballast rock shall be locally procured
and shall be obtained for fresh water sources. It shall
be washed and free of any deleterious matter. It shall
not have more than forty (40) percent loss of section as
specified by M63 of AASHO specifications governing the
Los Angeles abrasion test. It shall not show more than
a ten (10) percent loss in ten (10) cycles as specified
by M63 of AASHO specifications governing the soundness
test. The ballast rock shall meet the gradation require-
ments as specified to two and one-half (2 1/2) inch
range. The owner reserves the right to have sample
tests of the material by an approved laboratory at the
contractor's expense.
D. Pea rock: the pea rock gradation shall be such that all
of the material will pass the one (1) inch sieve, and
not more than five (5) per cent will pass the one quarter
(1/4) inch sieve. ,Crushed limerock meeting this gradation
will be permitted.
E. Filter material: the filter material shall be "Poly-Filter
X", a plastic filter sheet designed for hydraulic filtration
as manufactured by Carthage Mills, Inc. "Poly-Filter X"
is to be used as per plans and specifications. Approved
alternate: "Typar", by E.I. DuPont, "polypropylene
continuous filament filter fabric".
F. Select fill: the select fill shall consist of well-graded
limerock and sand fill. Sand or fill having a high
proportion of sand, will not be approved by the owner
prior to placing. .
G. Excavating trench: the trench shall be excavated carefully
'to such depths as required to permit the ballast rock
and the pipe to be placed in accordance with the details
as indicated on the drawings.
H. Laying pipe: all pipe shall be carefully laid in conformity
with lines and grades specified on the drawings and in
accordance with these specifications. Unless otherwise
specified on the drawings, the pipe shall be set with a
minimum cover of thirty-six (36) inches, or a maximum
cover of sixty-six (66) inches.
I. Placing filter, ballast rock and backfilling after
"trench is cut to required depth a continuous sheet of
filter material is to be placed all around trench
with sufficient material height to allow for overlap
after ballast rock is placed to required depth over
the perforated aluminum pipe. After the two (2) foot
deep ballast rock bed and the perforated aluminum
pipe has been laid, the ballast rock shall be placed,
carefully so as not to disturb the pipe, around and over
the pipe to a depth indicated on the drawings.
02501.04 - 02501.04
The filter materials shall then be overlapped' as indicated
on the drawings, and the portion of the trench above the
ballast rock cover shall be placed ,in layers not to
exceed six (6) inch compacted thickness in conformance
to the lines and grades as indicated on the drawings.
02600.00 PAVING
02601.00 CRUSHED STONE OR PIT RUN GRAVEL BASE COURSE WITH ASPHALT CONCRETE
SURFACE COURSE
.01 The work covered by this specification consists in furnishing
all labor, equipment, appliances and materials and in performing
all operations in connection with the construction of the base
course for all asphalt concrete paving and the asphaltic concrete
surface course, all in a prepared subgrade, complete, in strict
accordance with these specifications and the applicable drawings
and subject to the terms and conditions of the contract.
.02 Applicable specifications: the following standards form a part
of the specifications.
A. American Society for Testing Materials Serial Designation:
D-75 latest edition tentative methods of sampling stone,
slag~ gravel, sand and stone block for use as highway
mater~als. "
B. American Association of State Highway Officials Standard
Method:
T-99 latest edition Standard methods of test for the com-
paction and density of soil.
.03 Materials:
A. Asphalt materials: the asphalt material for the plant
mix shall be penetration grade 85-100. The asphalt
material for priming the subgrade shall be grade MC-70,
MC-250, or RC-70. The asphalt material selected shall
meet the requirements of the applicable table in specifi-
cations for asphalt cements and liquid asphalts,
Specification Series No.2, The Asphalt Institute. A
certificate of compliance with the specifications of the
asphalt material will be acceptable.
B. Mineral aggregate: asphalt plant mix _
(1) The mineral aggregate for asphalt plant mix shall
consist of coarse aggregate, fine aggregate shall
be sound, angular crushed stone, crushed gravel
or crushed slag. The fine aggregate shall be
well graded, moderately sharp to sharp sands.
02501.04 - 02601.03
(2) The mineral aggregate and asphalt mix shall be
combined to meet the locally accepted Department
of Transportation highway design ~ix gradation.
Asphalt content shall be determined by the
marshall mix design method.
.04 Description: the base courses for the area, to be paved shall
be constructed over the prepared subgrades to the compacted
thickness as specified on the plans and/or soils report, but in
no case shall be less than six (6) inches. The maximum
compacted thickness of a~y lift shall not exceed (6) inches.
The base course material shall be AASHO gradations of crushed
stone, as indicated on the drawings and specified herein.
.05 Equipment: all equipment, tools and machines used in the
performance of the work covered by this section shall be subject
to the approval of the owner and shall be maintained,in satis-
factory working condition at all times.
.06 Weather limitations: the base course shall be cons~ructed only
when the weather conditions do not detrimentally,affect the
quality of the finished course. Any areas of the base course
that are damaged by the effects of weather conditions, during
any phase of the construction shall be aerated, if required,
reshaped, and recompacted by the contractor to conform with the
requirements of the specifications without additional cost to
the owner.
.07 Preparation of subgrade: prior to constructing the base course
herein specified, the previously constructed subgrade shall be
cleaned of all foreign substances. The surface of the subgrade
will be inspected by the owner for adequate compaction and
surface tolerances within the limits as specified. The subgrade
for the base course shall conform to the requirements of section
"excavation, embankment and subgrades". Any ruts or soft-yielding
spots that may appear in the subgrade or base course, any areas
having inadequate compaction of any deviation of the surface
from the requirements specified shall be corrected by loosening,
removing and adding approved material, reshaping and recompacting
the affected areas to the line and grade, and the specified
density requirements.
02601.03 - 02601.07
.08 Grade control: the lines and grades shall be established by
the contractor and shall be maintained by means of grade stakes,
placed in lanes parallel to the centerline of the areas to be
paved and spaced so that string lines may be stretched between
the stakes.
.09 Placing of materials: the material from pits, stock piles or
other sources shall be hauled to the area to be paved in approved
pneumatic tired vehicles. The material shall be deposited and
spread uniformly on the prepared subgrade from moving vehicles.
or spreader bcxes, in a'layer of such depth that when compacted
the layer will be uniform and of the thickness required.
Porti,ons of the layer in which the aggregates become segregated
in spreading shall be moved and replaced with satisfactory
material or shall be removed as directed by the owner. Additional
screenings or other fines shall be incorporated into the top
surface of the base course construction in such a 'quantity that
after rolling has been completed the entire finished surface
sh~ll present a smooth,dense, hard surface free from undulations,
void, roller'marksor other depressions.
.10 Mixing and compacting: Immediately following placing as specified
in Paragraph 09, the material shall be spread and mixed evenly
with blade graders and harrows, disks, or other suitable equipment,
until the select,material is u~iform throughout its depth.
During the mixing operations, water shall be added by the
sprinkling equipment in such amounts as are required to obtain
optimum moisture for the required density. Mixing shall continue
until the water is uniformly distributed throughout the base
course. The mixing shall be performed ;n such a manner as not
to disturb or mix material from underlying compacted subgrade
into the applied layer. Areas of segregated material shall be
corrected by removing and replacing the~e areas with approved
material or by remi~ing with added material. The material
placed and processed as specified above shall be spread in a
layer or layers of such loose thickness that the compacted
requirements as specified below may be obtained with the rolling
equipment used and approved. The layer shall be rolled with
power roller, rubbertired rollers or by combination thereof.
Rolling shall continue until the layer is compacted through the
full depth to the following stated percentage of density at
optimum moisture.
A. All base course material shall be compacted as indicated
on the drawings through its entire depth.
02601.07 - 02601.10
.11 Edge of base course: earth or other approved materials shall
be placed along the edges of the bas~ course in sufficient
quantity to allow at least one (1) foot of the shoulder to be
rolled and compacted simultaneously with the rolling and compacting
of each base course layer.
.12 Smoothness tests: the surface shall not show any deviations in
excess of 3/8 inch when tested with a 10-foot straightedge
applied parallel with and at right angles to the center line of
the area to be paved. Any deviation in excess of this amount,
shall be corrected by loosening, adding or removing material,
reshaping and compacting as directed by the owner.
.13 Maintenance: the base course shall be maintained in a condition
satisfactory to the owner until the succeeding prime coat
and/or wearing course is constructed thereon.
.14 Prime coat: rate of application shall be not less than .15
gallons per square yard.
.15 Asphalt concrete surface course: shall be as specified on
plans and/or soils report however in no case shall asphalt
concrete be less than 2" thick.
.16 Placement: before Burger King approval for the contractor's
second draw, the specified base and 1" of the asphaltic
concrete surface course is to be in place as to line and grade
(less 1") as per plans.' The remaining 1" of asphaltic concrete
surface course is to be applied before the final draw after the
existing asphalt surface is cleaned, all holes cleaned and
compacted with limerock. Limerock to be primed, sanded and
rolled prior to placing of ftnal asphaltic concrete surface
course wearing s~rface. A tack coat shall be applied at a rate
, of .05 gal/s.y. over entire asphalt area. The ~inal lift of
asphalt shall be completed within 24 hours of tack coat
application. ,
.17 Quality control: the contractor shall be required to 'furnish
Burger King (Attention Construction Manager) with a written
certification from a qualified engineer that sub-base prepara-
tion, base preparation and surf~ce application have met with
applicable portions of standards for this work as set forth in
AASHO, specifications and applicable requirements of local
regulatory authority.
02602.00 CONCRETE PAVEMENT
.01 Concrete paving shall be constructed as shown on the drawings
and as herein specified. All concrete shall be as specified in
Division - 3 Concrete except as hereinafter modified.
.02 Materials
A. Concrete shall be 3000 PSI-28-day strength.
B. Expansion strips shall be premolded bituminous nonextruding.
C. Concrete shall be minimum 5% and maximum 7% air-entrained.
D. Reinforcing to be provided as specified on plans. But
in no case shall be less than 6 x 6 - W 2.9 x W 2.9
(#6/6) steel mesh.
.03 Base course: the contractor shall provide and install the
stone base for the concrete pavement as specified in "Crushed
stone base course".
02601.10 - 02602.03
..
.04 Joints shall be of the following types:
A. Longitudinal construction joints:
(1) Longitudinal construction Joints shall be reinforced.
B. Expansion joints:
(1) Expansion joints shall be located where shown on
the drawi ngs and at the end of each day's pour. ,-
All expansion joints shall be doweled.
C. Sawed joints:
(1) Sawed joints shall be located on approximately
IS-foot centers as indicated on .the drawings.
.05 Finishing: the concrete shall be struck off by either hand or
machine methods in such a manner that the finished elevations
shall conform to the lines and grades indicated on the drawings.
The surface shall then be tamped and floated longitudinally
with a hand or mechanical float not less than 12-feet in length
and 8-inches in width. The surface shall be tested for irregu-
larities with a 10-foot straightedge while the concrete is
still plastic and the necessary corrections made. Final finish
shall be with a belt or drag. All joint grooves shall be
sealed with plastic cement.
.06 Finished paving, indicated in the drawing, shall be completed
at a minimum of 30 days before delivery date of equipment.
02610.00 CONCRETE SIDEWALKS
.01 The work covered by this specification consists in furnishing
all labor, equipment, appliances and materials and in performing
all operations in connection with the construction of the
concrete side~alks complete in strict accordance with these
specifications and the applicable drawings.
.02 Description: the base course for the sidewalks herein specified
shall consist of a four (4) inch compacted thickness of crushed
stone placed in the lift over a prepared subgrade. The surface
treatment to be applied thereon shall consist of four (4)
inches of concrete reinforced with 6" x 6" - W 1.4 x W 1.4
(#10/10) steel mesh and finished to a smooth broom finish
surface presenting an even texture. Marking and scoring shall
be as indicated on the drawings.
.03 Earthwork operations: excavation, filling, preparation of
sub-grade and related operations for sidewalk pavements shall
be accomplished in accordance with the applicable paragraph
"Excavation, embankment and subgrades" with the following
modifications thereto:
A. Earth berm along the sidewalk edged and curb edges shall
be constructed to the slopes indicated on the drawings
and compacted by use of mechanical tampers or rollers to
the same degree of compaction as stated for the subgrade.
02602.03 - 02610.03
.
.05
.04
Base course: materials and construction methods for the course
of the sidewalk pavements shall conform to the following:
A. Materials for the base course shall be crushed stone
conforming to the requirements of AASHO Standard. The
material shall be placed in one lift of four (4) inch
compacted thickness.
B. Rollers shall be of the powered sidewalk or driveway
type or manually operated rollers providing the equivalent
compaction.
C. The base course shall be compacted throughout its full
four (4) inch depth to approximately 85% of maximum
density at optimum moisture as determined by the modified
ASSHO Method T-89-38.
O. Base course shall be constructed with use of wood sidewalk
retaining forms securely staked and braced at such
required intervals as will prevent bulging or displacement
durirtg the rolling operations. Upon completion of,the
sidewalk pavements all forms and stakes shall be removed.
Lumber for forms shall be yellow pine or other approved
. spec; es. . Boa rds and braces sha 11 be not 1 ess than one
(1) inch nominal size No.3 dimension. Stakes shall be
2 x 4 nominal size No. 3 common pointed at the bottom.
Concrete and reinforcement steel: ,materials and method of
application of the concrete treatment for the sidewalk pavements
shall conform to the applicable sections of Division 3 - Concrete,
wtth the following modifications:
A. Approved type expansion strips, 1/2 inch thick, full
depth of the concrete, shall be installed between all
· concrete sidewalks and vertical surfaces; where sidewalks
meet other $idewalks; and at a 50-foot intervals in all
sidewalks and curbs. Said ~xpansion strip is to be of
the full width and depth., Finish at expansion joints
shall be covered. in Division 3 - Concrete.
B. Finish of concrete sidewalks and curbing shall be of a
fine broom finish. Marking or scoring shall be as
indicated on the drawings. All exposed corners of
concrete curbs shall be rounded. '
C. Base bjd shall include broom finish concrete walks with
sawed joints as indicated and detailed on the drawings.
Quote prices on the following alternates:
(I) Frozen or epoxied chattahoochee gravel bound by
concrete curb or curb and gutter.
D. Construction methods, including application of concrete
and reinforcing and such other related items of work
necessary and appurtenant thereto shall be performed in
general accordance with methods as specified under
Section .02 for the application of the concrete treatment.
02610.04 - 02610.05
02620.00 ROAD AND PARKING APPURTENANCES
.01 The work shall include the furnishing and installing of the
pavement marking and car bumper and concrete curb complete, in
strict accordance with these specifications and the applicable
drawings and subject to the terms and conditions of the contract.,
.02 PAVMENT MARKING '
A. Materials: paint used for pavement marking shall be a
quick-drying, yellow paint and shall conform to the
AASHO Department Specifications.
B. Surface preparation: prior to the application of paint,
the surface to be painted shall be cleaned of all dirt,
grease, oil, acid or any foreign material which would
reduce the bond between the paint and the pavement.
C. Paint application: each parking, space shall be delineated
by two (2) lines parallel to its length and by one (1)
line at the forward end. All lines shall be four (4)
inches wide. See site plan for spacing requirements.
Each line shall have true and even edges. Paint shall
be applied at the rate of one gallon per 700 lineal feet
of line. Provide arrows of width and length as indicated
on the site plan.
.03 Car bumper: finish and install car bumpers as shown on the
site plan.
.04 Concrete curbing
A. Concrete curb continuous reinforced curb shall be as
shown on the drawings.
B. Refer to Division 3- Concrete for form work, concrete
reinforcement and concrete mix.
02700.00 SITE IMPROVEMENTS
02710.00 FENCE/GATE
.01 Fence/gate at trash enclosure. Refer to drawings and Division
6 - Ca rpentry.
.02 Metal gate posts and hinges to be painted. Color to match
light poles.
02620.00 - 02710.02
DIVISION 3
CONCRETE
'. 03001.00 ' REFERENCE STANDARDS
03100.00 CONCRETE FORMWORK
03150.00 EXPANSION AND CONSTRUCTION JOINTS
03200.00 CONCRETE REINFORCEMENT
03300.00 CAST IN PLACE CONCRETE
03370.00 GROUT
03390.00 CONCRETE TESTS
.
DIVISION 3 CONCRETE
03001.00 REFERENCE STANDARDS
.01 All materials, workmanship and practices shall conform to
IIAmerican Concrete Institutell (A.C.I.) IIConcrete Reinforcing
Steel Institute" (C.R.S.I.), and "American Society for Testing
and Materials" (A.S.T.M.), and Governing Building Code.
.02 The following standard shall be followed to the extent as if
written out in full in these specifications:
1. Building Code requirements for reinforced concrete
(ACI-318) .
2. Manual of Standard Practice for Detailing Reinforced
Concrete Structures (ACI-315).
3. Recommended Practice for Concrete Formwork (ACI-347).
4. Recommended Practice for Winter Concreting Methods
(ACI-604). '
5. Recommended Practice for Hot Weather Concreting (ACI-605).
6., Recommended Practice for Selecting Proportions for
Concrete (ACI-613).
7. Recommended Practice for Measuring, Mixing and Placing
Concrete (ACI-614).
8. Recommended Practice for Placing Reinforcing Bars (CRSI).
9. Recommended Practice for Placing Bar Supports, Specifica-
tions and Nomenclature (CRSI).
03100.00 CONCRETE FORMWORK
.01 Conform to the requirements of ACI-301.
.02 The forms. shall produce finished concrete members conforming to
the shape, lines and dimensions as indicated on the drawings.
.03 No form required for continuous footing if acceptable by governing
building codes.
.04 The contractor shall be responsible for the adequacy of the
forms to prevent displacement and to safely support construction
loads.
.05 Use bolts, rods and other approved devices for internal ties
and spreaders so that no metal is closer to concrete surface
than allowed by applicable sections of the governing building
code.
.06 Provide commercial formulation form-coating compounds that will
not bond with nor adversely affect concrete surfaces or imbedded
materials requiring bond or adhesion, nor impede the wetting of
surfaces to be cured with water or curing compounds.
.07 Forms shall remain in place for a minimum of three (3) days
after placing concrete or until concrete obtains 75% of its
design strength.
03001.00 - 03100.07
03101.00 MATERIALS
.01 Wood Forms: Form required concrete surfaces, including footing
sides, pile cap side and grade beam sides with wood free from
twists, bows, or other imperfections. ' Provide temporary openings
at the base of all vertical forms and all other places as
necessary. Build in all grounds, railing blocks, inserts or
other wood required to be set in forms. Furnish, locate and
install required embedded or cast in place anchors or inserts.
.02 Rough Hardware: Rough hardware shall be galvanized including
bolts, anchors, nails, plates, inserts, etc. Bolts shall be of
the size and length as detailed, bolts not sized shall be at
least 3/8 inch in diameter. All bolts shall be prOvided with
washer. See 05100.00 for standard.
03150.00 EXPANSION AND CONTRACTION JOINTS
.01 Construction joints: Provide to limit slab placement to what
can be properly'controlled or, finished.
.02 Expansion joints: ' Provide at perimeter and as shown on drawings.'
Premolded expansion joint material to extend for full depth of
construction, except top 1/4 inch. Top 1/4 inch of joint
sealed with joint sealer.
03200.00 CONCRETE REINFORCEMENT
.01 Place and/or locate and securely support wire reinforcing and
fasten to prevent mGvement or displacement durin9 .placement of
concrete. All wire should be within bottom two (2) inches of
concrete slab on compacted fill or grade.
.02 Securely wire-tie all intersection bars with No. 16. American
wire gauge or heavier, black annealed.
.03 Splices shall lap not less than 30 diameters. Lap mesh 6
inches at side laps and 12 inches at end laps. Stop mesh in
construction joints in slabs on fill.
.04 At intersection of footings, install at least two (2) 5/8 inch
bent bars extending into footing at least two (2) feet. Securely
wire-tie bent bars to reinforcement.
.05 Reinforcing shall be free from scale, paint or other coatings
which will reduce bond between steel and concrete.
03210.00 STEEL BAR AND WELDED WIRE FABRIC REINFORCEMENT
.01 Reinforcing steel A.S.T.M. Designation A615, Grade 60 new
billet stock AlA standards.
.02 Welded steel wire fabric A.S.T.M. Designation A815 AlA standards.
03211.00 t1ETAL ACCESSORIES
.01' Metal accessories - spacers, ties, chairs and other devices per
A.C.!. 315.
03101.00 - 03211.01
03300.00 CAST IN PLACE CONCRETE
.01 Standards for ready mixed conc"oete A.S. T.~1. Designation C94 and
shall acquire the strength at twenty-eight (28) days of 3000
1 b s. pe r sq. in.
.02 The contractor shall assume full responsibility for the strength,
consistency, water/cement ratio and handling of concrete. The
amount of water used shall be the minimum amount necessary to
produce a mix that can be worked readily into the corners of
the forms and around the reinforcement without permitting
segregation of the materials or free water to collect on the
surface.
03301.00 MATERIALS
.01 Cement: Standard gray Portland Cement'A.S.T.M. Designation
C150. ,
.02 Fine and coarse aggregates A.S.T.M. Designation C33.
.03 Water used in mixing concrete shall be potable.
03310.00 CONCRETE PROPORTIONING AND MIXING
.01 Concrete: Ready Mix A.S.T.M. C94, Alternate #2.
A. 28 Day strength - 3000 PSI for all concrete.
B. Minimum cement - 5-1/2 bags per 3000 PSI.
C. Slump at point of del ivery-a minimum of two (2) inches
and a maximum of four (4) inches.
D. Maximum water for 3000 PSI concrete - 6-1/2 gallons per
sack of cement including surface water carried by aggre-
gates.
.02 Each load of ready-mixed concrete arriving on the jobsite shall
be accompanied by a delivery ticket which shall contain the
following information:
A. The strength of mix of concrete being delivered.
B. The exact time the cement and aggregate were discharged
into the delivery truck.
C. The quantities of each material per yard of concrete.
D. Total yards of concrete in the load.
.03 Job Tempering - All concrete work shall be placed within 1-1/2
hours after introduction of water to the mix. Under no condi-
tions may additional water be added.
03300.00 - 03310.03
03311.00 PLACING OF CONCRETE
.01 Concrete shall not be placed in or under water and earth surfaces
shall be free from standing or running water and mud. Concrete
shall be placed as nearly practicable in its final position to
avoid segregation due to rehandling or flowing. Concrete shall
not be allowed to drop more than four (4) feet. When greater
drops are required, a tremie or other method approved by the
architect/engineer shall be employed. Where the reinforcing
steel above the top of the pour is coated with concrete while
pouring below, all concrete shall be removed from such rein-
forcing steel after the pour is completed.
.02 Except where otherwise directed all concrete shall be placed
with the aid of mechanical vibration equipment. Vibration
shall be transmitted direct to the concrete and in no case
through the forms.
03312.00 CONCRETE CURING, HARDENING AND SEALING
.01 Lambert Corp. #64 Resin Base Clear;~1aster Buil ders Co. "Masterkure";
Sonneborn Chemical ,& Refining Corp. II IIHydrocide Curing Compound
Resin X Clear"; Guardian Chemical Co. "Clear Bond"; and Karl E.
Reynolds Curing Compound, for exposed exterior concrete slabs,
areas not to receive tile.
03313.00 SLABS ON GRADE
.01 Vapor Barrier: As per 07190.01. Iristall under interior slabs
on grade on top of compacted fill as per 02220.02. Lay so as
to lap minimum two (2) inches on all sides.
.02 Reinforced concrete slabs on grade as noted on drawings placed
over vapor barrier.
.03 All floor slabs with floor drains shall slope uniformly to the
floor drains. The contractor shall make sufficient allowance
for the tile. Place slabs on fill carefully in order to avoid
damage to the vapor barrier.
.04 Perimeter insulation, when required on the drawings, shall be
installed continuous around entire perimeter of the building
foundation and shall be secured to the wall with either concrete
or a cold asphalt mix.
.05 Sidewalks shall be formed with slopes necessary to insure
proper drainage away from the building.
03311.00 - 03313.05
03314.00
.01
03315.00
.01
.02
.03
.04
03316.00
.01
.02
BUILDING-IN OR INSTALLING WORK OF OTHER SECTIONS AND TRADES
.02
.03
.04
This contractor shall cooperate with the work of the other
sections of the specifications as required, for the location of
all sleeves, conduits, junction boxes, inserts, anchors, hangers,
supports, metal expansion jOint assemblies, ties, frames,
bolts, lintels, etc. Suitable templates or instructions for
both shall be provided for the setting of such items which are
not placed in the forms by the trades themselves. The contractor
shall be held responsible for the proper embedding of these
items.
Anchor Bolts: Set by templates at the required elevations as
indicated on the structural drawings.
Bearing Plates: level using steel shims and grouted solidly
with non~shrink grout.
Any concrete foundations, curbs or supports required for the
machines and equipment of the mechanical and electrical trades
shall be furnished and installed. Construct all such concrete
work in accordance with the requirements, dimensions and details
shown on the shop drawings, setting drawings and templates
prepared and furnished by the mechanical and electrical trades.
CONCRETE FINISHING
The contractor shall exercise care to obtain a smooth plane
surface. Floors having a pitch or variation of greater than
1/8 inch in ten (10) feet except where noted shall be remedied
or removed at no expense to the owner. Construction joints
formed with metal, forms shall be accurately aligned by the
contractor. The contractor shall edge and tool all joints with
a small radius edger.
For tile - finish to proper elevation below finish floor level.
Walk and platform areas not otherwise detailed shall receive a
non-slip wood float or light broom finish and scored as indicated
on the drawings. '
Ramps - when shown on drawings - the contractor shall add
non-slip alumdum or aluminous oxide aggregate to cement finish
in proportions of 1/4 lb. per square foot before applying
curing agent.
PROTECTION AND CURING
Protect concrete work during construction with suitable covering
and prevent damage to surfaces and corners.
Protect concrete from detrimental weather conditions as follows:
A. Hot, dry weather: Cover surfaces as soon as practical
with "Sisalkraft" paper or burlap and sprinkle as necessary
to keep cover damp. Protect surfaces for at least seven
(7) days.
B. Wet, rainy weather: Cover surfaces as above or with
sheet plastic, cemented together with waterproof glue as
soon as surface is finished.
03314.00 - 03316.02
C. Cold or freezing temperatures: Provide adequate equipment
for heating concrete materials and protecting concrete
during freezing and near-freezing conditions. All
materials, forms and ground shall be free from frost or
ice. No frozen materials or materials containing ice
shall be used. Concrete shall be maintained above 40oF.
.03 Curing: All concrete placed out of doors, except areas receiving
floor tile, shall be cured by the application of curing compound.
, Apply in strict accordance with the manufacturer's recommenda-
tions. The cure shall start as soon as pcssible following the
pour.
03317.00 CURBS
~01 Concrete curbs: In accordance with drawings, conform to local
codes and ordinances. Smooth trowel finish with corners rounded
to radius as indicated on drawings.
03370.00 GROUT
:01 No~ ~hrink, embeco 'or equal, minimum 5000 P.S.I.
.02 Place under column beam base plates for complete bearing (U.B.C.
24-23). , , '
03390.00 CONCRETE TEST (OWNER'S OPTION~USUALLY LIMITED TO BEAM AND PILE
FOUNDATION) .
.01 Making and curing specimens: A.S.T.M. Designation C31, not
~ess than four (4) specimens must be made for each test, nor
less than'one test for each 50 cu. yards of concrete placed or'
portion thereof for 'each day's pour. Slump tests must be made
for every truck load of concrete poured. The contractor shall
notify the testing laboratory employed by the owner 24 hours
before each pour so that test cylinders may be made if required.
.02 Testing of specimens: A.S.T.M. Designation C99.
.03 Testing procedures: Four (4) specimens taken at 1/4, 1/2, 3/4
and end points in the load must be tested, one at 3, one at 7,
one at 14, and at 28 days respectfully, by local testing labora-
tory as approved by the architect/engineer and selected and
paid for by owner. Copies of each test report must be promptly
furnished to the owner and architect/engineer.
.04 Concrete strengths: Concrete falling below design strength
will be rejected and removed at no expense to the owner.
03316.02 - 03390.04
04001.00
04100.00
04110.00
04210.0,0
04220.00
DIVISION 4
MASONRY
REFERENCE STANDARDS
MORTAR
ANCHORS AND TIE SYSTEMS
BRICK MASONRY
CONCRETE UNIT MASONRY
DIVISION 4 MASONRY
04001.00 REFERENCE STANDARDS
.01 Governing Building Code
.02 American Society for Testing and Materials (ASTM)
04002.00 RELATED WORK OF OTHER SECTIONS
.01 Furnishing loose lintels - Section 05500
.02 Furnishing and location of all anchors and inserts to be built'
into masonry work for ~se by other trades - Section 05500.
.03 Furnishing and installation of flashing ~ Section 07600~
04100.00 MORTAR
.01 For all masonry, type II WI mortar, A.S.T.M. C270 (U.B.C. 24-20)
& Table 24-A.
.02 For brick: Mortar to be black. Obtain color by admixture of
coloring compound of oxide pigments, Sonneborn IISonobrityll or
approved equal. '
04101.00, MATERIALS
.
.01 Masonry cement A.S.T.M. C91 gray unless otherwise specified.
".02 Portland cement: A.S.T.M. C150, Type 1,gray unless, otherwise
specified (U.B.C. 26-1). _ .
.03 Hydrated lime IISII or IINII A.S.T.M. C207 (U.i3.C. 24-18).
.04 Sand: A.S.T.M. C144.
.n5 Water shall be potable.
04102.00 WORKMANSHIP
.01 Mix no more mortar than can be used before setting takes place.
.02 Place all dry ingredients fn mix'er and mix until uniform in
color. Add sufficient water to make mortar workable but not to
impair its strength when set.
.03 Mix all materials thoroughly in a mechanical type batch mixer
for a minimum of five (5) minutes.
04110.00 ANCHORS AND TIE SYSTEMS
.01 Galvanized masonry wall anchors, corrugated wall ties weld on
anchor clips, buck anchors and all masonry accessories, by
IIHeckmannll or IIHohmann & Bernardll, 1611 O.C. vert. & 2411 horiz.
.02 r.1asonry wall reinforcement shall be IIDur-O-Wal Standard Trussll,
cavity type design with drip, galvanized No.9 gauge wire of
widths corresponding to wall thicknesses as indicated on the
drawings.
04001.00 - 04110.02
04210.00
04211.00
.01
.02
.0'3
BRICK MASONRY
r~ATERIALS
Brick: A.S.T.M. C216, Type FBA, Grade SW, Brick shall be St.
Augustine Code #11-014, FBA, Standard size as manufactured by
"Merry Brothers", Augusta, Georgia.
The following are approved equals:
A. "Burger King Blend" by Cherokee Brick & Tile Company,
P.O. Box 4567, Macon, Georgia 31201; phone (912)781-6800.
B. "Antique Blend Standard Face Brick" A.S.T.M. C-216,
Grade SW-Type FBA as manufactured by the Georgia-Carolina
Brick and Tile Co., Augusta, Georgia.
If specified brick is not available, submit a sample of a
proposed alternate to the Burger King Corporation Architectural
Department for approval.
04212.00 . WORKMANSHIP
.01 Lay all units in running bond lapping successive courses at
midpoint. Lay first course in full mortar bed and provide full
mortar coverage for all horizontal and verti'cal joints.
.02 The minimum length of cut masonry units: One half (1/2) of a
unit, cut by saws, f~ee of broken c~rners.
.03 Joints to be 3/8 inch, point and rake exposed joints to a depth
of 1/4 inch, concealed joints flush.
.04 Head joints of brickwork shall be formed by loading the ends of
the brick with mortar and shoving the brick into place.
.05" Provide caulking spaces of 1/4 inch wide by 3/4 inch deep
around wall openings or as indicated on drawings.
.06 Lay all brick by random selection of the various colors such
that the finished appearance is a balanced mixture of the
colors, with like colors as far apart as possible.
.07 Erect masonry, set bolts, anchors, inserts, sleeves and other
items specified elsewhere but required to be set in masonry.
Provide openings required by other trades. Cut masonry and
chases with masonry saws.
.08 Steel lintels shall have a minimum of eight (8) inches bearing
at ends. Provide temporary support under lintels as necessary.
.09 Install thru wall fabric flashing for cavity walls at base,
sills and heads as indicated on drawings. See Section 07601.05.
04213.00 CLEANING AND POINTING
.01 Clean down all exposed masonry work, working from top down with
fibre brushes, using "Sure Klean No. 600" made by the Process
Solvent Co., Inc., mix according to manufacturers recommendations.
Immediately after cleaning, rinse down all masonry surfaces
with clean water, as cleaning work progresses, examine all such
joints with setting mortar, exercising extreme care to insure
same color at new pointing with that of original work. Cut out-
broken, cracked or otherwise unsatisfactory bricks and replace
during this stage of the work.
04210.00 - 04213.01
04215.00 PROTECTION
.01 Cover block surfaces with waterproof paper, plastic sheet or
canvas when necessary to protect from rain or hot, dry weather.
.02 No masonry shall be laid when temperatures is below 400F unless
approved methods are used to prevent damage. Protect masonry
for minimum 48 hours. Once an approved anti-freeze is initiated
continue use throughout for all masonry, face work.
04220.00 CONCRETE UNIT MASONRY
.01 Refer to drawings for type of concrete masonry required for
building (4" brick veneer, 04210; 4" concrete block veneer with
stucco finish 04221.00.
.02 Comply with provision of local codes.
04221.00 MATERIALS
.01 Concrete unit masonry; 4",8" and 12" shall comply with A.S.T.M.
C-90, Grade N-1, modular. Include special shapes and sizes to
complete work.
04222.00 WORKMANSHIP
.01 Same as 04212.01, .02, .05, .07, .08, .09.
.02 Joints to be 3/8 inch, flush troweled, smooth for stucco applica-
tion.
.03 Clean, cure and protect as per 04213.00, 04214.00 and 04215.00.
04214.00 - 04226.06
DIVISION 5
NET,A.LS
05001.00 REFERENCE STANDARDS
05003.00 STRUCTURAL STEEL
05004.00 JOISTS AND FRAMING
05005.00 METAL DECKING
05010.00 SHOP DRAWINGS
05020.00 METAL FABRICATION
05030.00 DELIVERY AND STORAGE
05040.00 PAINTING
05200.0'0 CERTIFICATIONS AND INSPECtIONS
f
DIVISION 5 METALS
05001.00 REFERENCE STANDARDS
.01 "Specifications for the Design, Fabrication and Erection of
Structural Steel for Buildings" (A.I.S.C.).
.02 "Code of Standard Practice for Steel Buildings and Bridges
(A.I.S.C.).
.03 "ASTM Standards in Building Codes".
.04 Code for Welding in Building Construction D 1.0 American
Welding Society.
.0,5 "Standard Specifications and Load Tables For Op~n Web Joists"
as adopted by the Steel Joist Institute.
.06 "Steel Deck Institute Design Manual".
.07 Governing Building Code.
05002.00 MATERIALS:
05003.00 STRUCTURAL STEEL
.01 All structural steel shall be of U.S.A. manufacture conforming
to A.S.T.M. A-36.
.02 Bolts for general application and anchor bolts, conform to
A.S.T.M. A-307.
.03 High Strength bolts, i" and larger, conform to A.S.T.M. A-325.
.04 Welding, electrodes, conform to A.S.T.M. A-233.
.05 All shop painting shall be rust-inhibitive primer.
.06 Connections shall be by "Simpson" or equal as noted on drawings.
05004.00 JOISTS AND FRAMING
.01 Open-web joists, J or H series shall be designed, fabricated
and erected in accordance with standards adopted by the Steel
Joist Institute. '
.02 Joists and accessories shall be clean and given one shop coat
of rust inhibitive paint.
.03 Submit detailed shop and erection drawings showing material,
fastening methods and each member to be erected to the Architect/
Engineer for approval prior to fabrication.
05005.00 METAL DECKING
.01 Roof deck shall be either narrow (Type "A") or intermediate
(Type "FII) rib configuration, Ii inch rib height, as manufactured
by IIWheeling", "Mahon" or an approved equal and shall have a
factory primed paint finish. Units shall be interlocking and
roll-formed from steel sheets not less than 22 gauge and manu-
factured from steel conforming to A.S.T.M. A-611 grade C or
A-446 grade A.
05001.00 - 05005.01
~02 Decking shall be designed and manufactured in accordance with
the Steel Deck Institute Design Manual.
.03 Decking shall safely support a uniformly distributed live load,
of 50 lbs. per square foot; deflection shall not exceed 1/240
of maximum span shown for live loads. The unit design strength
shall not exceed minimum yield strength of steel divided by
1.65. Maximum working stress shall not exceed 20,000 P.S.I.
.04 Provide accessories as required including closure units, covering
strips and miscellaneous supporting members, at openings and
edges as indicated on drawings.
.05 Floor decking; provide fluted sections of the gauge, depth, and
width shown on the structural drawings.
05010.00 SHOP DRAWINGS
.01 Submit shop, erection and detail drawings for all structural
steel work, e~ection plans include anchor bolt plans, and
column setting plans. Combination anchor bolt, and column
setting plans will not be permitted. Design dimensions necessary
to the ~evelopment of the detail dimensions shall appear on all
er~ction plans. Each piece detailed shall be identified with
an erection mark which shall be a reference to the fabricator's
sheet upon which it is detailed. Each piece shall receive a
,fabricator's erection mark and said erection mark shall appear
on the fabricator's' erection plan. Reference to the structural
drawings as a substitute for erection plans or marks shall not
be permitted. Substitution of the members or modification of
detail will not be permitted.
.02 The design of members and connections for any portions of
structure net indicated on the design drawings shall be completed
by the fabricator and submitted to the architect/engineer for
approval.,
.03 The contractor shall be responsible for all errors of fabrication,
detailing and dimensioning and shall check shop drawings before
submitting to architect/engineer for approval.
.04 The manufacturer of any material or the performing of any work
before approval of shop drawings will be entirely at the risk
of the contractor.
05020.00 METAL FABRICATION
.01 The contractor shall furnish templates and proper instructions
for the setting of all anchor bolts, bearing plates, inserts
and attachments affecting the work of other trades and shall
ascertain that such items are properly set and installed during
the progress of the work.
.02 Miscellaneous structural steel such as lintels, shelf angles,
struts, etc., shall be provided and installed as called for on
the drawings or as required to complete the work.
05005.02 - 05020.02
.03 Fabricate ladder of steel bars and rungs; provide and instal'
steel support members as detailed on the drawings. and as per
OSHA requirements.
.04 Above ceiling supports-provide and install steel brackets,
angles, fastening devices, straps, etc., as detailed on drawings.
.05 Furnish and install metal saddles of type and material as
specified on door schedule for the various doors. Saddles
shall beset in a full bed of mastic" furnished with color'
matched screws for each finish specified. Saddles shall be
full width of openings and shall be scribed to the profile of
the door frame.
.06 Metal closure for fryer hood, etc. (see equipment drawings).
The perimeter of surfaces against which equipment is permanently
set shall be sealed tight by means of stainless steel flashing
as specified on drawings. The stainless steel shall be formed
in clean, smooth, washable surfaces and the edges fastened in
place by approved means. All corners shall be true, neatly
formed and ground smooth. Any remaining crevices or joints
between 'the stainless steel and the wall or the equipment shall
be sealed by a sealant of suitable type and color (refer to
,Section 07900).
.07 Concrete filled steel guard posts - provide protective posts as
indicated on the drawings.
05030.00 DELIVERY AND STORAGE
.01 All metals shall be protected from damage on site and from
inclement weather.
05040.00 PAINTING - SHOP AND FIELD
.01 All steel work not to be encased in concrete or with sprayed on
insulation shall be thoroughly cleaned to remove all rust,
scale, weld slag, dirt, grease, oil and any other' foreign
matter and then given one coat of shop paint. Touch up any
surfaces affected by shipment, erection or welding with same as
shop coat.
.02 After erection of steel, coat all exposes surfaces of bolts. and
nuts, and welds required for field assembly with one (I) coat
of primer to match shop paint.
05100.00 WORKMANSHIP
.01 Work shall comply with A.I.S.C. "Manual of Steel Constructionll.
.02 Fabrication shall be in strict accordance with approved shop
drawings, plans and specifications. Splices shall not be permitted,
except where shown on the plans.
.'
05020.03 - 05100.02
.03 Connections shall be as shown on or noted on the drawings or as
covered herein. High tensile strength bolts shall be used
where bolts are in vertical shear or as noted on the drawings.
High tensile bolts shall be installed by the turn of the nut
method or with a torque measuring device which shall develop
the recommended working stress in the bolt. Connections for
members that meet at other than right angles shall be properly
beveled or shimmed to prevent permanent erection deformation
stresses. When details are not shown, the connections shall
conform to the requirements for Series B, A.I.S.C. Standard
Connections. One sided or other types of eccentric connections
will not be permitted unless shown in detail on the drawings. .
.04 Base plates and bearing plates: column base plates and beam
bearing plates shall be supported on steel wedges or shims
until the supported members have been plumbed following which
the entire bearing area shall be grouted solid under Section
03370.
.05 The contractor shall furnish all necessary bracing to resist
stresses due to the operation of 'erection equipment. Special
temporary bracing shall be provided for heavy framing as required
to hold the members against possibility of displacement until
completion of permanent connections.
.06 The contractor shall provide all barricades, scaffolding and
other means of protection as may be required to comply with the
state laws and municipal ordinances and to adequately safeguard
property and persons.
.07 Gas cutting: the use of a gas-cutting torch in the field for
correcting fabrication errors will not be permitted on any
major member in the structural framing. Its use will be permitted
on minor members when the member is not under stress, and then
only after approval of the owner has been obtained.
.08 No welding operator shall be permitted to work on the project
who has not been properly qualified in accordance with the
requirements of the welding code of the Americcn Welding Society.
.09 Should any difficulty be encountered that is not covered by the
drawings or these specifications, the contractor shall notify
the architect/engineer and receive his instructions before
proceeding with the work. No cutting of sections, either
flanges, webs, stems or angles, shall be done by contractor
without the consent of the architect/engineer, unless the
cutting is particularly specified or shown on the drawings.
05200.00 CERTIFICATIONS AND INSPECTIONS
.01 The contractor shall furnish all certifications and affidavits
from the manufacturer and erector that are or may be required
by the authorities having jurisdiction, in a form acceptable to
such authorities, for material and installation under this
section attesting to compliance with the applicable codes and
the requirements of this contract.
05040.03 - 05200.01
~02 The contractor shall be responsible for scheduling and arranging
for, at the proper stages of the work, all controlled inspections
required by law. 'He shall make sure that work to be inspected
remains uncovered and accessible, and all required reports and
data are available.
05200.02 - 05200.02
DIVISION 6
WOOD AND PLASTICS
06001.00 REFERENCE STANDARDS
06100.00 ROUGH CARPENTRY
06170.00 PREFABRICATED STRUCTURAL WOOD
06200.00 FINISH CARPENTRY
06230.00 DOOR GRILLES
06240.00 LAMINATED PLASTIC
06300.00 WOOD TREA irlENT
06315.00 FIRE RETARDANT TREATMENT
DIVISION 6 WOOD AND PLASTICS
06001.00 REFERENCE STANDARDS
.01 U.S. Department of Commerce Product Standards (PS).
.02 American Plywood Association (APA).
.03 Douglas Fir Plywood Association (DFPA).
.04 Western Wood Products Association Manual (WWPA).
.05 West Coast Lumber Inspection Bureau (WPLIB).
.06 American Wood Preservers Institute Standards (AMPI).
.07 American Institute of Timber Construction.
.08 American Wood Preservers Association (AWPA).
.09 Governing Building Code. .
06002.00 WORK OF OTHER SECTIONS
Insulation, weatherstripping and wood shingles, Division 7;
doors, frames and finish hardware, Division' :; paint and finishing
and prefinished panels, Division 9.
06100.00 ROUGH CARPENTRY
06101.00 MATERIALS
.01 Conform with American Lumber Standards "Simplified Practice
Recommendation R-1611 and to grading rules of the Manufacturer's
Association under whose rules the lumber is produced.
.02 Lumber:- as noted on plan. All lumber not specifically noted
on plans to be as follows:
1 inch, boards. . . . . . . . . . . . ."Construction 1500F"
2x4 studs, sills, plates, etc. . . . ."1500 F Industrial"
Other framing lumber, 2 to 4 inches
thick. . . . . . . . . . . . . . . . ."Construction 1500F"
Beams,S inches and over in least
dime n s i on . . . .'. . . . . . . "S e 1 e c t S t ru c t u r a 1"
1900F
Beams, where so noted on dwgs . . . . ."Select Structural"
1900F
Posts and columns, 4 inches and over
in least dimensions . . . . . . . . .
Miscellaneous blocking bridging, etc.
Roof and wall sheathing. . . . .
.MSR 1500F-1.4E
."Utilityll
."Structural 1, 32/16,
C-D Int., with exterior
waterproof glue
and grade as indicated on the
All plywood shall be of thickness
drawi ngs.
Exposed Wood Decking ...
2" x 6" tongue and groove.
W/V Groove on inside face
(BK-50 Building Only)
Southern pine No. 1 KD.
or Douglas Fir-Larch Select Decking.
06001.00 - 06101.02
.03 All lumber shall be sized four (4) sides unless noted otherwise.
.04 Moisture content: Kiln dried 15% maximum moisture content.
.05 Lumber in contact with concrete or masonry and as noted on plan
shall comply with Section 06300.
.06 Connecting hardware:
A. As indicated on drawings or required to complete work.
B. Materials as listed below:
Nails: Corrmon wire, galvanized and/or cut nails anneal,ed
for exterior work.
Screws: Standard domestic manufacture, bright steel
or galvanized for exterior use. Brass,
bronze, ~luminum or stainless steel when
used to attach items of these materials.
Steel Plates and Angles: A.S.T.M. A-36 annealed after
fabrication.
Lag Screws: Conforming to "National Design Specifications
for stress grade lumber and its fastenings
Power Driven Inserts: Ramset or approved equal installed
per manufacturer's recommendation.
Misc shoes and assemblies: A.S.T.M. A-36.
Structural Connections: By "Simpson" or equal as noted
on drawings.
06102.00 WORKMANSHIP,
.01 Receive, inspect and store all material.
.02 Anchors installed where specified or required. Base plates
(sills) secured to concrete slab with 3 inch pin, .156 inch
,diameter (Pow~r Set or Ram Set) 48 inches maximum O.C. unless
noted.
.03 Framing lumber, timb~r and other rough work shall be properly
framed, closely fitted, accurately set to required lines and
levels. Special framing or construction not explicitly shown
or specified, shall be provided as required to complete the
work. Structural members shall provide full contact at all
bearing surfaces.
.04 Rough carpentry necessary for the installation of work of other
sections shall be carefully coordinated. Such work shall be
cut, installed and/or altered to accommodate work of those
sections.
.05 Provide permanent grounds as required for the installation of
the finishes; furnish nailing strips, furring and blocking.
.06 Provide all protective barricades, barriers and all temporary
scaffolding, shoring and bracing as required for safe completion
of the work.
07. Contractor shall provide all temporary enclosures and protection
of openings and include security hardware.
06101.03 - 06102.07
06170.00
.01
06171.00
.01
.03
PREFABRICATED STRUCTURAL WOOD STANDARD AND DESIGN
.02
Furnish all materials, equipment and labor necessary for the
prefabrication, delivery and permanent setting of the wood
trusses in the building. It shall also include all the miscel-
laneous parts, including: bridging, temporary and permanent,
bracing, and all related items of hardware, metal hangers,
anchors and special metal shapes deemed by the architect,
structural engineer or the truss design engineer to be necessary
for the proper prefabrication, erection, assembly, supporting
and anchoring of the wood trusses.
All trusses shall be fabricated in the "Gang-Nailll system
method of construction, so designed by a qualified Gang-Nail
fabricator, or other fabricator that may be approved by the
Architect.
~lATERIALS
.02
The wood and fabrication criteria of all wood trusses shall
meet with IINational Design Specifications for Stress-Grade
Lumber and Its Fastenings" ~y National Forest Products Associ-
ation (1977 revision); IITimber Construction Standardsll by
American Institute of Timber Construction (latest revision);
and llDesign Specifications for Light ~1etal Plate Connected Wood
Trusses" by Truss Plate Institute (1978 revision).
Lumber:
A. Lumber shall conform to the published stress ratings for
the species and grades as set out in the official grading
rules of the appropriate lumber,association or as listed
. in the reference specifications; except that, wherever
this specification, or notes on the plans or truss
engineering designs, calls for lumber which exceeds the
minimums set forth therein, the specifications, plans,
and/or truss engineering designs shall be applicable.
B. Moisture content of all lumber shall be within the
proper limits, as stated in the reference specifications,
but shall not, in any case, exceed 19% nor be less than
7% at the time of fabrication.
Connectors:
A. Truss connector plates shall be manufactured from only
prime commercial quality galvanized sheet metal of no
less than 14-gauge thickness which has a minimum yield
of 33,000 psi and a minimum ultimate tensile strength of
48,000 psi. The corrosion resistant coating shall be
1.25 oz. per square foot commercial class hot dipped
galvanized before stamping.
06170.00 - 06171.03
B. Metal connectors shall be "Gang-Nail" connectors, or
approved equal. The connectors shall have a series of
nail-like projections which are designed to separate the
fibers of the wood into which they are pressed, in
accordance with accepted nailing practices.
C. Where field connectors of truss sub-assemblies are
necessary, the connections shall be in accordance with
the details shown on the truss design drawings, approved
by a professional engineer and the architect.
D. All connector plates shall conform to their U.B.C.
approved values. In no circumstances shall other type
plates with less per nail value be approved. All exposed
plates shall be no less than a minimum of 411 width.
E. Field staining and painting of exposed trusses and metal
plate treatment, refer to section 09900.
06172.00 SHOP DRAWINGS
.01 Submit fully detailed shop and erection drawings shewing material,
installation methods, location and dimensions of each member to
be erected and design calculations sealed by a registered
engineer recognized by the governing authorities, to the
architect/engineer for approval prior to fabrication.
.02 Truss designs shall contain the following data: Design and
fabrication data; Metal Connectors: Gauge thickness, nominal
sizes and locations of connectors at all joints; Lumber Speci-
fications: Pitch, span, and spacing of trusses; Species and
stress grades of lumber to be used as members; Design loadings
of trusses and allowable stress increase;, Camber; permanent
bracing and/or bridging: As required to prevent compression
buckling of individual truss members only.
.03. All truss drawings shall be furnished by the fabricator.' All
critical dimensions for determining fit and placement shall be
approved by the general contractor and architect prior to
fabrication. The exposed trusses shall maintain the web and
panel point as illustrated on the bid document.
06173.00 FABRICATION
.01 Trusses and other roof structural components shall be fabri-
cated in a properly equipped manufacturing facility. They
shall be manufactured by experienced workmen, using precision
setting and truss fabricating, under the direct supervision of
a qualified foreman. All trusses shall be fabricated under
strict rules of T.P.I.
.02 Truss members shall be accurately cut to length, angle and be
true to line to assure tight joints for finished truss.
06171.03 - 06173.02
.03 Truss members and connector plates shall be properly placed in
special jigs and the members tightly c1amped in place, remaining
in that position until the connector plates have been pressed
into the lumber simultaneously on both sides of the joints.
.04 Camber shall be built into the trusses, as noted on the engineer-
ing truss designs, by properly PQsitio~ing the members in the
fabricating jig.
06174.00 HANDLING AND ERECTION
.01 Fabricated trusses and sub-assemblies shall be handled with
care so that they are not subject to damage. If the trusses
are to be stockpiled or stored prior to erection, they shall be
set in vertical positions, resting upon temporary bearing
supports and braced so that they will be subjected to no unusual
bending or tipping over.
.02 During erection, care shall be'exercised to keep horizontal
bending of the trusses to a minimum. .
.03 The permanent structural cross-bracing, to insure the overall
rigidity of the roof system, shall be in accordance with the
architectural plans of the building structure.
.04 Proper erection bracing shall be installed to hold the trusses
true and plumb and in safe condition until permanent truss
bracing' and bridging can be solidly nailed in place to form a
structurally sound roof framing system. All erection and
permanent bracing shall be installed and all components perma-
nently fastened before the application of any loads.
.05 Field erect~on of the trusses, including items such as proper
handling, safety precautions, temporary bracing to prevent
toppling or dominioning of the trusses during erection, and any
other safeguards or procedures consistent with good workmanship
and good building erection practices, shall be the responsibility
of the general contractor and/or the erection contractor.
.06 Framing anchors and/or truss hangers shall be provided by the
contractor in accordance with the architectural plans. '
.07 During the entire construction period, all contractors shall
provide means for adequate distribution of concentrated loads
so that the carrying capacity of anyone truss and/or other
component is not exceeded.
06200.00 FINISH CARPENTRY
06201.00 MATERIALS
.01 Materials: As indicated on drawings and as specified in this
or other sections to complete the work.
.02 Lumber grade stamped with accordance to grading rules of the
Manufacturer's Association under whose rules the lumber is
produced.
06173.03 -06201.02
.03 Any item not given a specific quality grade: Custom grade AWl
"Quality Standards".
.04 Moisture - Exterior and interior lumber: Kiln dried. Moisture
content maximum 15% for material one (1) inch or less in thickness
and maximum 19% for material over one (1) inch in thickness
upon delivery.
.05 Interior and exterior wood trim and diagonal siding:
A. Cedar, grade "B" select, resawn texture.
.06 Plywood fascias and soffit: APA Series 303-6-IV Texture 1-11
siding, cedar or fir face, Grooves 4 inches o/c, rough-sawn.
No joints, perpendicular to grooves permitted.
06202.00 WORKMANSHIP
.01 All work in accordance with drawings.
.02 Interior finish.
A. Edges free of saw cut, marks or defacements of any kind,
joints accurately and neatly made and fitted tight. End
grain concealed as much as possible.
B. Trim securely nailed to finish and rough jambs and
grounds. Set trim straight, plumb or level in perfect
alignment and closely fitted. Make tight joints in an
approved manner to Conceal shrinkage. Trim secured with
finishing nails and glue; screws shall be used as indicated
on drawings.
.03 Exterior finish: Milled from the materials specified and
erected in strict conformity with the details indicated on the
drawings. Keep all work plumb 'and square so as to receive
adjoining work; and keep tolerances within 1/8" per four feet
in both horizontal and vertical direction. Nailing shall be
blind where possible and where face nailing is used, face nails
set for putty-stopping. Members meetin~ at right angles cut
and fitted as detailed on the drawings to a hairline joint and
securely nailed. ,
.04 All finished wood work left in a suitable condition for a stain
finish (See Section 09900).
.05 Measurements
Verify dimensions shown on drawings by taking field measurements;
proper fit and attachments of parts is required.
.06 Coordination
Coordinate with other trades as required to complete work.
Inspect adjoining work and compare measurements prior to securing
materials to adjacent work. Installation of materials to
adjacent work construes acceptance as to the adequacy of adjacent
work. Work found not acceptable should be brought to the
attention of the architect/engineer prior to installation of
materials.
06201.03 - 06202.06
06230.00 DOOR GRILLES
.01 Furnished by door manufacture.
06240.00, LAMINATED PLASTIC
06241.00 MATERIALS
.01 Plastic laminate sheet shall be in accordance with NEMA Standards
as given in Publication No. LP-2.
.02 High pressure laminate shall be of manufacture, color and
texture as indicated on schedules and detail on drawings.
Laminate shall be generally 1/16 inch general purpose grade,
suitable selfedging of surfaces depending on requirements in
each case. "
.03 Adhesives (~ully waterproof) for all high pr~ssure laminated
plas~ic work shall be furnished by the laminate manufacturer
and suitable to the intended construction herein specified.
06242.00 WORKMANsHIP
.01 Woodwork, including items involving laminate plastic, shall be
fabricated and installed in strict accord with drawings and
standards 'stated above.
.
06300.00 WOOD TREATMENT
06301.00 WOOD PRESERVATIVE TREATMENT
.01 All wood sillplates and ledgers bolted in direct contact with
concrete and other wood noted on drawings: Pressure treated
with pentachlorophenol in oil. U.B.C. Standard 25-12 or B.O.C.A.
ref. AWPA P8-74.
.02 All blocking, studs, posts, etc., within 12 inches of concrete
treated after sawing by soaking, ends in solution of 5% penta-
chlorophenol in oil for minimum 15 minutes. Plywood sheathing
on exterior walls less than 2 feet above grade shall be soaked
in solution for minimum 15 minutes.
.03 Termite control and decay prevention: remove all wood, including
form lumber, scrap lumber, shavings and sawdust in contact with
ground. Leave no wood buried in any fill or backfill.
06315.00 FIRE RETARDANT TREATMENT
06230.00 - 06315.00
06316.00
.02
.03
.04
.05
MATERIALS
.01
If required by local codes, all exposed interior and exterior
wood material such as trim, soffits, fascias, siding, paneling,
shingles, trusses, etc. shall be pressure impregnated with NCX
fireretardant chemicals in accordance with the recommendation
and quality control of Koppers Company, Inc., to provide an
Underwriters' Laboratories FR-S fire hazard classification. All
wood shall be identified with an underwriters label certifying
this classification and the Factory Mutual Diamond. Exposed
wood to receive a stain finish shall have all sticker marks
removed prior to finishing.
If required by local codes, all non-exposed wood trusses shall
be treated with Koppers DRICON fire-retardant chemicals in
accordance with Section 01 above.
If required by local codes all other wood not specified in
Paragraphs 01 and 02 above, shall be pressure impregnated with
DRICON fire~retardant chemicals in accordance with the
recommendation and quality control of Koppers Company, Inc., to
provide a U.L. FR-S fire hazard classification. All wood shall
be identified with an underwriters label 'certifying this
classification and the' Factory Mutual Diamond. All lumber and
plywood must be dried following treatment in accordance with
AWPA Standard ~-20 lumber and Standard C~27 Plywood.
Allowable unit stress in lumber pressure impregnated with
fire-retardant chemicals must be reduced by 10% when used as
structural members for trusses, beams, studs, etc.
The contractor shall submit all required certifications and
arrange for all required inspections and tests as may be
required by the local building code.
06316.00 - 06316.02
DIVISION 7
THERMAL AND MOISTURE PROTECTION
07001.00 STANDARDS
07190.00 VAPOR BARRIER
07200.00 BUILDING INSULATION
07300.0.0 WOOD SHINGLES
07500.00 MEMBRANE ROOFING
07600.00 FLASHING AND SHEET METAL
07700.00 BARREL CONCRETE ROOF TILES
07800.00 ROOF ACCESSORIES
07900.00 CAULKING AND SEALANTS
DIVISION 7 THERMAL AND MOISTURE PROTECTION
07001.00 STANDARDS
.01 Conform to requirement of Governing Building Code and ASHRAE
90-75.
07190.00 VAPOR BARRIER
.01 Under slab - Polyethylene film, (4) mils thick unless otherwise
indicated "GAF", "Owens Corning," or equal.
07200.00 BUILDING INSULATION
.01 Insulation above ceiling - 6" fiberglas batt, R-19 by Owens
Corning Fiberglas Corp.
.02 Roof deck rigid insulation -
A. All Decks: Two layers 1.2" Tempchek (Urethane Foam) by
Celotex, aged value R - 16.0 in accordance with the TIMA
conditioning procedure as, outlined in RIC/TH1A technical
bulletin 281-1. Exception: Where ,Factory Mutual Class
I is required on steel deck, the first layer shall be
1.2" Thermax ,(polyisocyanurate) by Celotex and the
second layer 1.2" Tempchek, staggered.
, Roof insulation may be installed by mechanically
fastening ~hrough both layers or mechanically attaching
the first layer ~ndmopping in the second layer ~ith hot
asphalt in accordance with Factory Mutual requirements.
.03 Exterior wall insulation -
A. Stud walls: '3," fiberglass batt, R-11 by Owens-Corning
Fiberglas Corp.
B. Masonry walls: 1 1/4" Thermax by Celotex or 2"
Styrofoam S M by Dow Chemical Company.
.04 Perimeter insulation of foundation and floor slab: 2" thick
styrofoam SM by Dow Chemical Co.
07201.00 WORKMANSHIP
.01 Install insulation as indicated on drawings. Joints to be
tight and free from voids. Trim around penetrations tight.
.02 See piping insulation schedule on plumbing drawings.
.03 Apply insulation boards to foundation walls as indicated on
drawings during backfill operation, taking care to maintain
proper position and tight joints.
07300.00 WOOD SHINGLES
.01. Install per recommendations of the Red Cedar Shingle and Hand-
split Shake Bureau and the governing Building Code.
.02 Red Cedar Certigrade Shingles (machine sawn), No.1 blue label
(Perfections) 18 inch shingle with 5, inch exposure.
07001.00 - 07300.02
.03 Install underlayment of 30 lb. roofing felt lapped 4" top
and 6" sides.
.04 Nailing; Apply each shingle with two (only) corrosive resistant
nails (hot dipped zinc aluminum or stainless steel). Each nail
should be placed approximately 3/4" from side edge of shingle
and not more than 1" above the exposure line. Use 3d (1 1/4")
nails. Spacing betwp.en shingles should be 1/4". No joints in
three adjacent courses 'should be ,in alignment.
.05 Shingles shall be doubled at all eaves and project I!II beyond
edge of roof eave. '
.06 Valley Flashing: Provide splash diverter rib minimum 3/4" high
at flow line, integrally formed. Valley flashing should extend
711 on each side of valley center.
.07 All hips should be alternate overlap type.
07311.00 FIRE RETARDANT TREATED SHINGLES
.01 Use if fire codes pr~clude Standard Untreated Wood Shingle.
.02 Class "C" Fire Retardant Wood Shingles: Conform to U.L. Standard
790. Fire-retardant chemicals pressure impregnated and cured
into wood cells, by "Koppers". '
.03 Class liB", use same shingle as .02 above and install over
complete roof covering system with special underlayment by
"Koppers" .
07300.03 - 07311.03
07500.00 MEMBRANE ROOFING
.01 Methods and materials set forth 'are based upon Celotex Spec.
No. 82 G.P.-2-C or No. 140-C
07501.00 MATERIALS
.01 Spec. No. 82 G.P.-2-C (4 Ply fiber glass felts & co~l tar
pitch)
A. Celo glass IV ply sheet by Celotex ASTM 0 217$ type IV
(4 plies)
B. Bitumen: ,ASTM D 450-78 type I (coal tar pitch)
C. Aggregate: ASTM D 1863, washed gravel, light in color.
D. Base flashing: AB-20 Celotex or equal.
or
Spec. No. 140-C (4 Ply organic felt & coal tar pitch)
A. Vented vaporbar base sheet (1 ply) ASTM 0 2626-73 type I
B. 3 Plies-15# tarred felt ASTM D 227-78.
C. Bitumen: ASTM D 450-78 type I (coal tar pitch)
D. Aggregate: ASTM D 1863, washed gravel, light in color.
E. Base flashing: AB-20 Celotex or equal.
.02 Pitch pockets: Celo-1 pourable sealer by Celotex or equal.
07502.00 WORKMANSHIP
.01 Delivery and storage: Prepackaged roofing materials: Delivered
to the job site in their original unopened containers bearing
their manufacturer's label. Protect and keep dry before and
during storage and installation.
.02 All materials used in connection with built-up roofing, including
insulation, must be compatible, so as to produce water-tight and
fire retardant roof assemblies in the completed work.
.03 Examine and test all surfaces on which or against which his
work is to be applied. The roof surface shall be even, smooth,
thoroughly dry, clean and free from all defects that might
affect application.
07500.00 - 07502.03
.04 Install flashings and counterflashings with joints of a minimum
411 lap and flat locked. Work shall conform to the requirements
of "Fl ashi ng and Sheet t~eta 1" work under Sect ion 07600.
.05 Built-in Materials: Furnish metal flashings, etc., which are
to be installed by other trades.
.06 Insulated all dissimilar metals from each other either by a
heavy coating of bituminous compound and a layer of 15 pound
felt, or with closed cell P.V.C. tape.
.07 Coordinate roofing installation with the work of all other
tr~des i nvo 1 ved. ,
.08 Protect adequately all roofing work during construction operations
and/or installations by other trades involved. Provide pathways
of wood planks or plywood panels designed to protect completed
roofing work against damages of any kind during installations
by other trades within the roof deck areas.
07600.00 FLASHING AND SHEET METAL '
.01 Surfaces to which flashing and sheet metal is to he applied
sha 11 be even, smooth, 'sound and thorough 1 y' clean and dry, and
free from all defects that might affect the application. All
cutting, fitting, drilling and other operations in connection
with sheet metal required to accommodate the work of the' other
trades shall be performed by this trade. All accessories or
other items essential to the cpmpleteness of the sheet metal
installation, though not specifically shown or specified, shall
be provided. All such items, unless otherwise indicated on
drawings or specified, shall be of the same kind'of material as
the item to which applied and the gauges shall confor~ to the
recognized industry standards of sheet metal practice.
07601.00 MATERIALS,
.01 Metal Flashing: 26 gauge U.S. galvanized metal or aluminum.
.02 Nails, Screws and Fasteners: Hot dipped galvanized, ,
non-ferrous, or aluminum.
.03 Cleats: 22 gauge, 2 inches wide at 24 inches o.c.
.04 Solder: A.S.T.M. 832 or equal.
.05 Thru-wall Fabric Flashing: "Nervastral HDII - 20 mils thick, as
manufactured by Rubber and Plastics Compound Co., Long Island,
New York, or equal as approved.
07602.00 WORKMANSHIP
.01 Sheet Metal: Fabricate and install in accordance with the
details shown on drawings and the applicable requirements of
the "Architectural Sheet Metal Manual" as published by the
Sheet Metal and Air Conditioning Contractors National Associ-
ation, Inc.
.02- Joints in cap flashing of continuous runs of 20 feet or less:
solder joints in runs over 20 feet: Cap flashing not exposed
to view may have a simple 8 inch cap joint lagged and sealed
with mastic.
07502.04 -07602.02
.03 Bottom lip of all metal exposed to weather shall be turned back
on itself. No exposed edges permitted.
.04 No fastening shall be exposed to view except for cap flashing.
.05 Seams: Seams shall conform to the following requirements.
A. Flat lock seams: Finish not less than 3/4 inches wide.
B. Soldered lap seams: Finish not less than 3/4 inches
wide.
C. Unsoldered lap seams: Lap not less than four (4) inches.
.06 Soldered Joints: Soldering shall be done slowly with well-heated
metal so as to thoroughly heat the seam and completely sweat
the solder through the full width of the seam. Ample solder
shall be used and the seam shall show not less than one (1)
full inch of evenly flowed solder.' Upon completion of the
soldering, surface shall be thoroughly cleaned.
.07 Gravel stops/drips, if required shall be maximur.1 1" in height,
galvanized sheet steel or aluminum formed to shape and installed
as detailed. 'Wood edge strips or screeds where required will'
be pressure t~eated lumber as specified under Section 06300.00
.08 Roof drains: Refer to manufacturer's instructions for instal-
lation procedures and Division 15.
.09 Flashing: Install at all intersections of roof and vertical
surfaces" projections thru roof, except at plumbing pipe vents,
valleys and hips, and, elsewhere as shown on drawings and required
to provide flashing. No raw, exposed edges permitted. Except
as otherwise noted, provide cap flashing over'all base flashing.
Completely seal all flashing in an approved mar.ner and' shall be
place by sheet metal contractor.
.10 Counter Flashing: Turn down over base flashing minimum of 4
inches and form to provide spring action against base of flashing.
Extend down to the intersection of parapet wall at the roof
line lap well at points and around corners.
.11 Miscellaneous sheet metal work not previously covered elsewhere
in this section or indicated on the drawings shall comply with
AlA standards for sheet metal work.
07700.00 BARREL CONCRETE ROOF TILES
.01 Install per manufacturer's recommendations and requirements of
the governing building code.
.02 Concrete roof tiles to be Monray Villa "200" Mission Series as
manufactured by liMon i er" Company, Orange, Ca 1 i forn i a. Co lor as
selected by owner.
.03 Tile to have nominal overal size of 16!" x 13 with an
interlocking sidelap of 1$11.
.04 Furnish all material including hip and ridge tile as required
for a complete installation.
.05 Base sheet: One (1) layer 30# felt. Double under all hips,
valleys and other roof breaks.
07602.03 - 07700.05
07800.00
.01
07900.00
.01
07901.00
.01
.02
.03
.04
.05
.06
Nails and Fasteners: Nails for individual tile uriits are to
be corrosion-resistent, galvanized copper or stainless steel of
sufficient length to penetrate through the i" plywood decking.
Where extreme wind conditions prevail or local codes require,
provide Monray Hurricane Clips along eave course and/or every
other tile.
Flashings: Valley flashings shall be a minimum of 28 gauge
corrosion-resistent metal flashing, e~tending at least 12
inches from the center line each way, with a splash'diverter
rib not less than 1 inch high at the flow line, formed as part
of the flashing. Flashing end laps shall be not less than 6
inches.
.07
ROOF ACCESSORIES
.02
Furnish and install, where indicated on drawings, a metal roof
scutt 1 e for 1 adder acces s ,. Type S-20 (2' -6" x 3' -0") as manufactu red
by The Bilco Company, New Haven, Connecticut or equal.
Furnish and install all curbs for pressure relief vents, outside
air intakes, gravity vents, ventilators of all types as indicated
on the drawings.
Pitch Pockets: fill with hot pitch material to withstand
outside temperature range of OOF to l~ooF wi,thout'deteriorating.
Vent pipe flashing: Flash and counter flash and extend flashing
to top of pipe and turn inside.
.03
.04
CAULKING AND SEALANTS
.02
Work not included: This section does not include caulking
occurring in connection with jOints in concrete, roofing and
sheet metal work.
The term caulking, as used in these specifications and on the
drawings, is connoted to mean sealant only.
MATERIALS
Delivery of materials: Manufactu~er's original sealed packages
and stored in a dry location.
Caulking Compound: Non-staining, waterproof, gun grade.
Exterior caulking: Tock Brothers Thiokol Compound, Thiokaulk
or approved equal. Interior caulking: Pecora, Standard Products
Co. Urethane Sealant No. 101 Standard Gray or P.P.G. 5011.
Sealant: Gun grade, except when knife grade is required by job
conditions. Color shall match the color of the adjacent surfaces.
Back-up Material: Raveled strands of rope fiber free from oil
or other staining elements or foamed polyethylene or polystyrene
rod stock, sizes as required by joint condition.
Joint grooves in masonry sealed with quick-drying liquid and of
a type and consistency recommended by the manufacturer of the
caulking compound.
Apply materials in strict accordance with manufacturer's printed
directions; observe manufacturer's requirements regarding
temperature control usability of materials and protection of
adjacent surfaces. Make sealing surface slightly concave, free
07700.06 - 07901.05
of wrinkles and skips, uniformly smooth and with perfect
adhesion along both sides of joint. Protect adjacent surfaces
from excess material; leave joints in a clean, 'neat condition.
Defective joints shall be removed, cleaned and replaced at no
additional cost to owner.
07902.00 WORKMANSHIP
.01 Caulking: Caulk around all wood and metal frames of all types
built into masonry or concrete, in joints of all surfaces as
indicated on the drawings and as specified under other sections
of these specifications. Caulking compound applied by the gun
Method using nozzles of the proper sizes to fit the several
widths of the joints. '
.02 Caulking in joints: Minimum of 3/4 inch in depth and 1/4 inch
in width unless otherwise indicated on the drawings. Where
adequate grooves for caulking have not been provided, grooves
shall be prepared by cutting and cleaning out the mortar to the
minimum depth and by grinding to the minimum width, taking care
that adjoining metal work is not reduced in section. All
particles of mortar dust and other foreign matter shall be
brushed out; and just prior to caulking, the joint 9rooves
shall be coated with an application of sealer. Where suitable
mortar backstop has not been provided, the back of joint
grooves shall be packed tightly with back-up material.
Additional directions for preparation furnished by the
manufacturer shall be strictly adhered to.
.03 Caulking around all openings in masonry shall include the
entire perimeter of each opening. Upon completion of the
caulking, any caulked joints not entirely filled shall be
roughened and filled as specified and the exposed surfaces
tooled smooth.
.04 Interior caulking of door frames: Caulk entire perimeter of
frame.
.05 Cleaning: Clean surfaces of all materials adjoining caulked
joints of any smears of compound or other soiling due to the
caulking application.
07902.00 - 07902.05
DIVISION 8
DOORS AND WINDOWS
08001.00 REFERENCE STANDARDS
08002.00 WORKMANSHIP - GENERAL
08100.00 METAL DOORS AND FRAMES
08200.00 LAMINATE DOORS AND ALUMINUM FRAMES
08400.00 ENTRANCES AND STOREFRONTS
0855Q.00 ORIVE-THRU WINDOW
08700.00 HARDWARE AND SPECIALTIES
, 08701.00 SCHEDULE OF FINISH HARDWARE
08730.00
08800.00
WEATHER STRIPPING
GLAZING
.
DIVISION 8 DOORS AND WINDOWS
08001.00 REFERENCE STANDARDS
All materials, workmanship and materials shall conform to:
American Society for Testing and Mat~rials (A.S.T.M.)
Americ~n Woodworking Institute (A.W.I.)
Architectural Specifications Guide for Sealants by Thiokol
Chemical Corporation
Governing Building Code
08002.00 WORKMANSHIP - GENERAL
.01 Packing, Shipping and Handling
Material to be individually wrapped. Material may be crated in
combination if adequately secured to prevent movement that may
cause damage. Examine material upon receipt and reject all
damaged, blemished or defective pieces.
.02 Store all material on site under cover from weather, off ground
and safe from damage. Material to remain crated until ready
for installation.
.03 Installed defective material or material damaged during construction
to be removed and new pieces installed. Cost for work including
labor. for removal and installation, to be borne by the contractor.
.04 Measurements: Take measurements at site to insure proper
installation. Coordinate work with other trades whose work is
adjoining.
.05 Securing to adjacent work: Inspect adjacent work to insure'
proper installation of materials. Commencement of work construes
acceptance of substrate. Provide all connecting members and
hardware as required for proper installation.
08100.00 METAL DOORS AND FRAMES
.01 See plan, door schedule and type elevation for sizes and design.
Swing doors to meet rules set by local codes or state regulations.
08101.00 HOLLOW METAL DOORS
.01 Acceptable Manufactures
A. Ceco - Imperial Series
B. Mesker - Diamon Dor Series
C. Pioneer - CHT Series
.02 Substitutions - Alternate door manufactures of equal quality
and performance may be used if approved by the architect.
.03 Doors shall be seamless, constructed of two (2) form sheets of
18 gauge (16 gauge for labeled H.M. doors) cold rolled,
stretcher leveled steel. Doors rigidly connected and
reinforced inside with vertical interlocking reinforcements,
running the full length of the doors approximately ten (10)
inches on centers. Top and bottom of the door closed and
reinforced by channel member running the
08001.00 - 08101.03
full width of the door. Both edges of the door joined and
reinforced the full height with a 12 gauge strip, additionally
reinforced and offset at hinge locations providing 3/16 inch
stock, drilled and tapped to receive hinges. All welds and
joints on all surfaces of the door are to be made perfectly
smooth and invisible a~d filled with mineral filler prior to
painting. Unlabeled doors to have urethane core. labeled
doors to have fiberboard core.
.02 All hinge, latch, bolt, pivot, closure or other hardware loca-
tions mortised and reinforced to receive the hardware in
accordance with the templates furnished by the hardware supplier.
.03 Reinforcing: Internal plates welded in place shall comply with
the manufacturer1s recommendations for the type of hardware
used and the size and thickness of the doors but shall not be
less than that required by the commercial standard CS-242-62
or:
A. At hinge, 8 gauge hot rolled channels
B. At lock, 16 gauge hot rolled channels
C. At closer, 12 gauge
D. Adequate reinforcing shall be provided for any other
hardware as required.
.04 Reinforcing shall be adequate to provide a minimum of 1/4 inch
of thread in all holes. '
.05 All fire~rated doors and door frames shall bear the underwriters
laboratories label. Preserve labels in visible condition on
each door and frame and do not paint over.
.06 All doors shall be clean, free from scale, rust or rough spots
and sh?ll be bonderized and factory finished with one (1) coat
of baked on rust-inhibitive prime paint. The finish painting
shall be done, under Section 09900, before any hardware and
weather-stripping, except hinges.
08110.00 METAL DOOR FRAMES
.01 Pressed metal, by door manufacturer, 16 gauge cold rolled
steel. Labeled and exterior frames 14 gauge, 2 inch faces,
contours true and sharp.
.02 Shop fabricated, coped or mitered and welded for full depth and
width.
.03 Edges closed to hairline joints, welds dressed smooth and
flush.
.04 Reinforce, drill and tap at factory to receive hardware manufac-
turer's templates and recommendations.
.05 Provide 16 gauge spreads.
.06 Strike jambs. 3 factory installed rubber bumpers.
.07 Provide floor anchors with two (2) 3/8 inch expansion bolt each
anchor.
.08 Provide three (3) anchors per jamb for type of construction at
installation location. Anchors to be same gauge as frame.
08101.02 - 08110.08
.09 Reinforcing: Adequate to provide minimum of 1/4 inch of thread.
Reinforce mitered corners as follows:
A. At hinge, 8 gauge steel.
B. At strike, 12 gauge steel.
C. At, closer, 12 gauge steel.
D. Adequate reinforcing shall be provided for any other
hardware required.
.10 Treat with non-metallic phosphate coating and prime with baked-on
rust-inhibitive paint, shop applied.
08111.00 WORKMANSHIP
.a1 Erect frames plumb and square, and properly braced to structure.
Bottom and center (at the lock mortise) spreaders shall be
maintained until the wall is complete so as to insure a plumb
frame.
.02 Before anchoring the frame in the wall, the contractor 'shall
verify that all hardware has been provided for and that the
door, and frame have been accurately matched.
08200.00 LAMINATE DOORS AND ALUMINUM FRAMES
.01 See plan, door schedule and type elevation for sizes and design.
Swing doors as indicated on plans.
08201.00 LAMINATE DOORS
.01 All doors to be IIMarlite Laminated Doors" by ~1arlite Division
Masonite Corp., Dover, Ohio 44622.
.02 Solid flakeboard core construction with 30# density as per
National Woodwork Manufacturer's Association Standards.
.03 Finish face: Shall be 1/8" exclusive Marlite Brand Melamine
Laminate or general purpose grade .050 high pressure laminate
as manufactured by Corrmercial Division of ~1ason;te Corporation.
See Interior Decor drawings for finish selection.
08202.00 INTERIOR ALUMINUM DOOR FRAMES
.01 Pre-hung adjustable door frames by Marlite, Division of Masonite
Corp., Dover Ohio 44622.
.02 Aluminum extrusions adjustable to accommodate wall finish indi-
cated on drawings.
.03 Frame shall include 1-1/2 pair of 4 1/211 X 4 1/211 knuckle lift off
impregnated stainless steel bearing butts and continuous vinyl
gasket incorporated into stop.
08110.09 - 08202.03
.04 Preassemble at factory into set up unit.
.05 Finish: Satin annodize aluminum with factory supplied accent
strip to match door finish.
08203.00 WORKMANSHIP
.01 Obtain hardware templates from hardware supplier. Frame to be
machined for mortise hardware. Undercuts, kickplates and
plastic signs shall be provided as indicated on the drawings.
.02 Cutouts for door grilles made at factory, sized and located as
indicated on the drawings. Grills provided by door manufacture
and installed in field.
03.. Frame to be installed over the finished wall ~lith shims and
fasteners provided. Install according to instructions provided
by manufacturer.
08400.00 ENTRANCES AND STOREFRONTS
08401.00 MATERIALS
.01 The contractor for this Section shall furnish labor, material,
and other services to complete the fabrication and installation
of the storefront framing, doors, door hardware, and related
items as shown on the drawings.
.02 The aluminum entrance doors and framing shall be as manufactured
by Kawneer Company, Inc., Jonesboro, Georgia, phone: (404)
478-8841 or approved equal. The doors shall be Narrow Stile
1119011 Entrances with Tri-Fab 11450" or 11451" framing.
. .03 Door sections shall be of 6063-T5 extruded aluminum alloy.
major portions of the door stiles shall be .12511 in thickness
.and glazing molding shall be .05011 thick. Corner construction
shall consist of both sigma deep penetration weld and mechanical
fastening. Glazing stops shall be tamper proof snap-in stops
with neoprene bulb-type glazing. No exposed SGrews shall be
required to secure stops. Each door leaf shall be equipped
with an adjustable mechanism located in the top rail which will
provide for minor clearance adjustments after installation.
Doors shall be weatherstripped on three sides with a flexible
non-porous, polymeric strip that provides a positive barrier to
air infiltration. The strip shall be wear resistant and not
susceptible to temperature extremes. A weathered adjustable
astragal with a polymeric fin and stainless steel backing shall
be provided at the meeting stiles of a pair of doors.
08202.04 - 08401.03
.04 Entrance door hardware shall consist of offset pivots, Adams
Rite M.S. 1852A dead bolt lock, one pair of flush bolts (on
inactive leaf of pairs of doors), Norton 1605 surface closers
with back check, Style liT" pulls (exterior only), and standard
thresholds. Locks, cylinders, and thresholds shall be omitted
on interior vestibule doors. Dummy cylinders shall be provided. .
on the exterior of all doors except at main entry. Where
required by local codes, 7-1/2" high bottom rails shall be
provided for the benefit of the handicapped.
.05 All doors shall be equipped with twin muntin assemblies and
Metalbond Identification Panels as manufactured by Kawneer
Company, Inc. The panels are to be individually formed, hand-
finished castings with Burger King logo. The Panels shall have
a 1/4" nominal thickness and shall allow for concealed edge
mounting. The muntin face shall be no greater than 5/16"
width. The doors and the panels shall be by the same manufac-
turer, with the doors and the muntin assembly being factory
fabricated and the panels being factory glazed. The finish of
the muntins is to be #29 Black. ,
.06 The aluminum framing system shall be Tri-Fab "450" for 1/4"
glazing and Tri-Fab "451" for 111 glazing. All framing members,
transition members, mullions, adapters, and mountings shall be
6063-T5 extruded aluminum alloy. All screws, miscellaneous
fastening devices and internal components shall be of stainless
steel or plated or corrosion-resistant materials. Glass framing
members shall provide for flush glazing on all sides with no
projecting stops or face joints.
.07 The glazing contractor shall be responsible for ensuring that
the framing system is sufficient to withstand local windload
conditions.
.08 The finish of all aluminum storefront materials is to be Per-
. manodic #40 Dark Bronze.
.09 Shop drawings and pricing information are available through the
Kawneer National Accounts Department, Jonesboro, Georgia.
08402.00 WORKMANSHIP
.01 The aluminum storefront system shall be installed as required
by the manufacturer's instructions and recommendations.
.02 Care shall be taken at the job site for proper storing and
protection of units prior to erection. Damaged, marred,
scratched, or blemished components shall be replaced at no
expense to the owner.
.03 All members shall be set level, squar~, plumb, and at proper
elevations and in alignment with other work.
08401.04 - 08402.03
All joints between interior metal and masonry and between
interior glass framing and mullion members shall be tightly
caulked in order to secure a watertight job. All materials
shall be screwed in place using backing, masonry plugs, or
anchor straps as required. Where moldings are joined, they
shall be accurately cut and fitted to result in a tightly
closed joint.
After erection, the General Contractor shall adequately protect
exposed portions of the grid framing from damage by grinding
and polishing machines, plaster, lime, acid,cement, or other
harmful compounds.
.04 The General Contractor shall be responsible for removal of
protective materials and cleaning with plain water, or water
with soap or household detergent. The General Contractor shall
be held resporsible for damages resulting from the use of other
cleaning materials.
.05 Glass and glazing shall be in accordance with section 08800.
The storefront manufacturer shall furnish all glazing accessories
required for complete installation. All glass breakage caused
by this contractor in the installation of this work shall be
replaced and paid for by this contractor.
08550.00 DRIVE-THRU WINDOW
:01 The drive-thru window unit shall be furnished and installed
by this contractor as indicated on the "drive thru window plan
and detail" drawing. The drive thru window shall be by Ready
Metal Manufacturing Co., 4500 West 47th Street, Chicago, IL
60632, Tel. (312) 376-9700. '
.02 Unit size shall be as indicated on the drawing.
.03 The finish of the drive thru window' shall be anodized Dark Bronze.
08402.03 - 08550.07
08700.00 HARDWARE AND SPECIALTIES
.01 Furnish and install all hardware of every sort and description
to adequately equip the entire project in accordance with the
drawings, specifications and the local, and state codes.
.02 Fit hardware prior to painting and re~o~e. Complete painting
before final installation of hardware. Clean hardware thoroughly
before, turning over to owner. ,
.03 No extra cost will be allowed because of changes or corrections
necessary to facilitate the proper installation of any hardware.
.04 Hardware: As listed in 08701.02, hardware schedule. Furr.ish
proper number, si ze and type comp 1 ete wi th each uni t. ~'Ia rk or
number in accordance with hardware schedule.
.05 Door knobs: Mount center 36 inches above finish floor.
.06 Keying: All re-keying or changes will be done by local locksmith
and the cost shall be borne by the Gereral Contractor. Refer
to hardware schedule. All keys properly tagged and turned over
to the owner upon completion of 'the work.
.07 Exit Devices: Install per hardware schedule when required by
governing code. '
.08 Substitutions: Substitutions will be permitted if material
proposed for substitution is approved in writing by the architect/
engineer. Any hardware furnished in lieu of specified hardware
without architect's/engineer's approval, as outlined will be
replaced with specified hardware. ,Cost of replacement and any
refabrication will be charged to the contractor.
08701.00 SCHEDULE OF FINISH HARDWARE
.01 The following hardware schedule is intended to cover all doors
and required hardware and establish a type and standard of
quality. It shall be the specific duty of the hardware supplier/
contractor to examine the plans and specifications and furnish
and install proper hardware for all openings, listed or not.
.02 Hardware Schedule
Set #1
Customer pickup area to exterior
See 08401.00 for entrance door hardware KA Set 1
Set #2
Dining to exterior
See 08401.00 for entrance door hardware
KA Se t 1
08700.00 - 08701.02
1-1/2 pro butt SHBB 1168 6 x 4-1/2 x SS
NRP Pin USP
1 Door vi e....'er
Yale 1 Door closer PR 3501 SB x Sex Bolt
Yale 1 1540 exit devise US26D RHR789 (verify dr. hand)
Yale 1 131 trim US26D 1109 cylinder & Pull
Builders Brass
Works (BBW) 1 Door Holder F8010 US32D
BBW 1 Kick Plate 10 x 46 US32D
Pemko 1 Threshold 229A Alum.
Pemko 1 Door sill weatherstrip-#315 AN w/neoprene
sweep.
1 Door jamb/head weatherstrip #332 AR w/neoprene
sponge.
3 Silencers W-07
Set #3
Hager
Pemko
BBW
KA Set 2
Set #4
Hager
Yale
BB~J
BBr]
BBW
Set #5
Hager
Yale
BBW
Set #6
Hager
Yale
Yale
BBW
Set #7
Hager
Yale
Yale
BBW
Set #8
Hager
Yale
Yale
BBW
BBW
PEMKO
Pemko
Pemko
1-1/2 pro Butt (See Section 08202.03)
1 Door Closer *4400 SB x Sex Bolt
1 Door Pull Plate 4 x 16 57-N US32D
1 Push Plate 8 x 16 47 FR US32D
1 Wall Stop W-9077X US32D
*Door closer to be mounted on restroom side of
dr. furnish parallel and when req'd.
1-1/2 pro Butt (See Section 08202.03)
1 Lockset LF 5407 US26D
1 Wall Stop W-9077 x US320
1-1/2 pro Butt (See Section 08202.03)
1 Lockset LF5405 US26D
1 Door Closer 4400 SB x Sex Bolt
1 Wall Stop W-9077 x US32D
1 Door Viewer
1-1/2 Pro Butt (See Section 08202.03)
1 Lockset LF5401 US26D
1 Door Closer 4400 SB x Sex Bolt
1 Kick Plate 10 x 28 US32D
1-1/2 pro Butt SHBB 1729 4-1/2 x 4-1/2 x SS NRP
Pin USP
1 Door Closer PA 4400 SB X Sex Bolt
1 Lockset LF 5405 US26D
1 Door Holder F8010 US32D
1 Kick Plate 10 x 26 US32D
1 Threshold 229A Alum.
1 Door sill weatherstrip-#315 AN w/neoprene
sweep.
1 Door jamb/head weatherstrip #332 AR w/neoprene
sponge.
3 Silencers W-07
BBW
KA Set 2
Furnish 6 keys for KA Set 1
Furnish 6 keys for KA Set 2
Furnish 3 keys each for all other locks
08701.02 - 08701.02
08730.00 WEATHERSTRIPPING
.01 Metal thresholds: Anchored to floor and set in bed of Thiokol
compound. Clean excess sealant after installation.
.02 Exterior doors: Provide weatherstipping as indicated on
hardware schedule.
.03 Miscellaneous: Provide aluminum entrance doors with
weathersweep by door manufacturer.
08800.00 GLAZING
.01 All glass shall be as manufactured by Pittsburgh Plate Glass
Co., Libby-Owens-Ford, or approved equal. Plate glass for the
aluminum storefront areas shall be as indicated on the drawings.
Where indicated, glass is to be new 1/411 float glass. \~here
insulated units are used, the glass shall be 111 insulated glass
consisting of two 1/411 lites with a 1/211 air space between.
All insulated units shall carry the manufacturerlS'standard
five-year warranty, ,proof of which shall be required prior to
final payment. .
.02 All entrance doors shall be glazed with 1/411 tempered glass.
It is the responsibility of the glazing contractor to provide
tempered glass in all areas where required by governing build1ng
codes.
.03 Setting ~locks: Install glazing with hard rubber or nylon pad
setting blocks.
.04 Glazing Compound: "Dap Metal Glazell, color to match aluminum
finish.. .
.05 All anodized framing shall be furnished by the door and window
manufacturer and shall be of same color and finish as doors.
08802.00 WORKMANSHIP
.01 Field dimensions shall be taken of all rough openings to reflect
proper fra~ing and glass size; no shimming of framework greater
than 3/8" will be accepted. All glass shall be factory labeled
on each pane and the label shall not be removed until'final
approva 1 . ,
.02 All glazing work shall be in strict accord with the manufacturerls
recommendations, such recommendations shall take precedence
over these specifications.
.03 All window sash, doors and other frames or areas to receive
glass shall be clean and dry before glazing. No glazing shall
be done in damp or rainy weather.
.04 Locate setting blocks at the quarter (1/4) points.
08730.00 - 08802.04-
DIVISION 9
FINISHES
09001.00 ' GENERAL
09180.00 CEMENT PLASTER/STUCCO
09250.00 GYPSut~ WALLBOARD
09300.00 TILE
09320.00 UNGLAZED PAVER TILE
09330.00 QUARRY TILE
09500.00 ACOUSTICAL TREATMENT
09900.00 PAINTING AND WALLCOVERING
09970.00 PREFINISHED PANELS
DIVISION 9 FINISHES
09001.00 GENERAL
.01 Comply with Governing Building code and local codes.
09180.00 CEMENT PLASTER/STUCCO - where specified by drawings.
09181.00 MATERIALS
.01 Portland Cement: ASTM C150 Type I.
.02 ~1asonry Cement: ASTM 91.
.03 Hydrated Lime: ASTM C206, Types.
.04 Sand: ASTM C35.
.05 Water: Potable.
09182.00 WORKMANSHIP
.01 Two (2) coat application over concrete block. Base coat should
be approximately 3/8" thick and finish coat 1/4" thick, totaling
a minimum 5/8" thickness. '
.02 Masonry surfaces clean, free of efflorescence, damp and suffi-
ciently rough to insure proper bond.
.03 Three (3) coat application over solid sheathing and paper
. backed self-furring galvanized metal stucco mesh, fastened with
galvanized non-corosive fasteners~ Three (3) coats consist of
scratch coat minimum 3/8" thick, brown coat minimum 3/811 thick
and finish coat at least 1/8" thick. Total stucco finish at
least 7/8" thick.
.04 Finish shall be dash troweled with high spots of dashed surface
troweled smooth.
.05 All metal accessories, corner beads, drip screens, etc., shall
be galvanized metal.
09250.00 GYPSUM WALL BOARD
.01 All materials shall be manufactured by United States Gypsum
Company and shall be installed in accordance with its current
printed directions.
09251.00 MATERIALS
.01 All Gypsum wallboard shall be sheetrock brand Firecode "c"
thickness and size as indicated on drawings.
.02 All areas to receive ceramic tile shall have Sheetrock Brand
W/R F;recode IIC" (water-resistant).
.03 Attachment: Attach Gypsum panels with 1 1/4" USG type IV
screws (wood stud), spaced maximum 16" O.C. or I" type S screws
(steel stud) maximum 1611 o.c.
09001.00 - 09251.03
09252.00 WOR~1ANSHIP
.01 Apply gypsum board in accordance with details on drawings and
in accordance with the manufacturer's directions.
.02 Reinforce joints of gypsum wallboard with joint tape applied
with a joint compound to conceal joint and afford a flush
partition, and where painted shall -be finished to receive same.
.03 Reinforce all vertical and horizontal exterior corners with
corner beads. Apply joint compound to conceal and product a
flush partition.
.04 Sand all taped joints after each application of compound has
dried. The final coat of compound and subsequent sanding shall
leave all wallboard and treated areas uniformly smooth and
suitable for painting or application of vinyl wall covering
whi~hever is scheduled on drawings. Areas of gypsum wallboard
to be covered with Marlite shall be smoothed only so far as
required for Marlite to form a true and uniform surface after
installation.
09300.00 TILE
09311.00 MATERIALS
.01 Ceramic tile and quarry tile: sizet color and
manufacture as indicated on room finish schedule. Special
shapes indicated on drawings or required to complete the work
of this section shall be furnished and shall conform to the
manufacturer's requirements for installation. Bases shall be
sanitary cove type.
.02 Special tile, i.e. "employee hand wash", etc., shall be installed
as part of ceramic tile work where indicated on drawings.
.03 Grout: As recommended by tile manufacturer. Color as indicated
on the room finish schedule.
09312.00 WORKMANSHIP
.01 Before setting any tile, the contractor shall assure himself
that no tile will have to be removed after installation to
accommodate the work of other trades. All cuttingt fittingt
drilling and grinding of the workt where necessary in relation
to the work of other trades, shall be performed so that the
work will be neatly and accurately done and cut edges shall be
uniform.
.02 Conform to requirements of Tile Council of America and American
National Standards Institute, and in accordance with manufacturer's
printed instructions and "Handbook for Ceramic Tile Installation"
by T.C.A.
.03 Floor Tile: Install with dry-set Portland cement mortar A.N.S.I.
AI08.5 and A118.1.
.04' Base and Wall Tile: Install with Type 1, water resistant,
organic adhesive, A.N.S.I. AI08.4 & A136.1.
.05 Slope floor tile to drains as indicated.
09252.03 - 09312.05
09320.00
09321.00
.01
09322.00
.01
.02
.03
.04
09330.00
09331.00
.01
.02
09332.00
.01
.02
.06
Layout tile pattern symmetrically with even joint on all floor
anc wall surfaces. Lay tile square and begin laying from the
center axis of the floor and wall areas.
Cut and drill tile as required without marring tile, grind and
fit around fixtures, etc. Leave completed work free from
cracked, broken or damaged tile.
Joints: 1/4 inch wide; grout joints full using grout color as
selected. Delay grouting wall a minimum of 24 hours after
setting for solvent evaporation.
Clean work with soap and cleanser. Use no acid. Remove mortar'
with damp cloths before mortar is set. Protect adjacent .surfaces
during installation and leave clean.
Cover all title floors with heavy duty, nonstanding construction
paper, masked in place.
Protect heavily traveled, newly ti'led, areas for seven (7)
days.
.07
.08
.09
.10
.11
UNGLAZED PAVER TILE
MATERIALS
.02
Unglazed paver tile, floor and base: Manufacture, size and
color as indicated on room finish and color schedules on the
drawing~. (Note base bid specific~tion and deductive alternates.)
Grout:' Color -- brown, II Aci d-RII as manufactured by L & ~1
Surco, Dallas, Texas, or accepted equal.
WORKMANSHIP (In accordance with Section 09312.00)
Floor Tile: Install using Dry-Set Portland cement mortar,
A.N.S.I. A108.3 & Al18.1.
Base: Install with Type one, water resistant, organic adhesive,
A.N.S.I. A108.4 & A136.1.
Lay tile patterns as described in room finish schedule and on
the drawings.
Same as section 09312.05, .08, .09, & .10 above.
QUARRY TILE
MATERIAL
Quarry tile floor and, cove base: Manufacture size and color
as indicated on room finish schedule on the drawings (Note base
bid specification and deductive alternates.)
Grout shall be color as indicated on finish schedule __ ,
"Acid-R" as manufactured by L & M Surco, Dallas, Texas, or
accepted equal.
WORKMANSHIP (In accordance with Section 09312.00)
Floor Tile: Install using Dry-set Portland cement mortar
A.N.S.I. A108.3 & AI18.1.
Same as sections 09312.04, .05, .06, .07, .08, .09, .10 & .11
above.
09312.06 - 09332.02
09500.00
09501.00
.01
.02
09502.00
.01
ACOUSTICAL TREATMENT
r~ATERIALS
.02
.03
.04
Install per recommendations of the "Acoustical and Insulating
Materials Association", manufacturer's recommendations and with
A.S.T.M. C636~
Hangers: 12 gauge galvanized steel, spaced not to exceed 3'-0"
c/c.
Carrying Channels: . Minimum 1-1/2" cold rolled section, .475
lbs./lin. ft., spaced min. 41-0" c/c.
Size of the individual members in the grid system: As per
manufacturer's recommendations based on weight allowance for
the acoustical tile specified. ,
Exposed grid systems: 15/16 inch wide exposed "tee" flanges
series MLR-fire rated suspension system. Grid spacing shall
suit tile sizes. Exposed parts to be baked enamel of the
scheduled color.
Make provisions on one end for thermal expansion.
Wall angle mouldings furnished at all intersections of ceiling
with other surfaces.
Coordinate grid installation with light fixtures and ventilating
registers. ,
Furnish and install all mechanical accessories for the suspension
system to be used for acoustical ceilings. Set all frames for
recessed light fixtures occurring in the ceiling and coordinate
the placement and correct installation of all lights with the
electrical contractor and of all registers and grilles with the
ventilating contractor.
All surface or pendent light fixtures and those recessed light
fixtures the weight of which, if supported from the ceiling
suspension would exceed the allowable deflection of 1/360 of
the span, or 20 lbs. of weight, whichever smaller, must be
supported independently. The manufacturer must furnish and
certify deflection data on his suspension system.
Furnish and install acoustical tile on grid system (see Section
07201).
Leave on the job, 1 unopened carton of each kind of acoustical
tile used on the project for replacement of units which may be
damaged later.
After installation, clean and touch up where scratched or
scuffed with paint supplied by manufacturer.
Replace with new material any components which cannot be satis-
. factorily corrected.
.05
.06
.07
.08
.09
.10
.11
.12
.13
09500.00 - 09502.13
09900.00 PAINTING AND WALL COVERING
.01 It is required that this specification shall cover the painting
and finishing of all general construction work, heating, air
conditioning and ventilation. items, plumb~ng installation and
~lectr;cal items throughout the entire project, both interior
and exterior, on wood, metal, drywall or other surfaces as
required, to make a thoroughly, complete job in every respect,
whether every item is herein specificQlly mentioned or not.
.02 The painting contractor shall:
A. Examine the specifications for the various other trades
and familiarize himself,with their provisions regarding
painting.
B. Paint items left unfinished by other trades which require
painting. ,
C. Provide scaffolding, staging (etc.) and place so as not
to interfere with work of others.
D. Furnish drop cloths and place in all area~ where painting
is being performed.
E. Protect adjoining work and make good any damage as a
result of his work.
F. Clean up as far as hi~ work is concerned, subject to
approval ~y the'owner.
09901.00 MATERIALS
.01 Paints and stains as specified shall be used.
Materials equal to specified products in quality, performance
and color may be used only if approved IN WRITING by the owner,
and such approval shall be at the owner's sole discretion.
.02 Finish Colors: As per color schedule or as noted.
.03 Vinyl Wallcoverings: As selected on room finish schedule or
interior design drawings.
09902.00 WORKMANSHIP
41
.01 Coating Systems: All coats to metal indicated below are in
addition to previously applied shop coats.
A. Exterior galvanized metal: One (1) coat Sherwin Williams
Galvanized Iron Primer. Two (2) coats Sherwin Williams
Metallistic II Enamel.
B. Exterior Ferrous Metal: One (1) coat Sherwin Williams
"Kromik" Metal Primer, two (2) coats Sherwin Williams
Kem Lustral Enamel.
C. Finish metal sign columns, lightpcles and lightpole
shrouds with one (1) coat of quick drying semi-gloss
paint as indicated on the drawings.
D. Exterior wood soffits, fascias, texture 1-11, trim, and
fences shall have two (2) coats of Olympic Semi-Transparent
Stain. Color as indicated on drawings. Application
shall be by brush or long- napped roller. Edge seal all
horizontal edges. Surface preparation and application
shall be in accordance with manufacturer's specifications.
09900.00 - 09902.01
E. Interior Ferrous Metal: One (I) coat Sherwin Williams
Kromik ~jetal Primer, two (2) coats Sherwin Williams
Hi-Hide Semi-Glass Alkyd Enamel, as indicated on color
schedule.
F. Gypsum Wallboard to receive vinyl wallcovering or photo-
mural: Spot prime cemented and taped joints and nail
heads with Sherwin Williams Fast-Dry Latex Primer; One
(1) coat Sherwin Williams sealer.
G. Gypsum Wallboard: Spot prime cemented and taped joints
and nail heads with Sher~Jin ~/illiams Fast-Dry Latex
Primer; one (1) coat Shet4win Williams Fast-Dry Latex
Wall Primer; one (I) coat Sherwin Williams Quali-Craft
Alkyd Eg-Shel Enamel. Color as indicated on the
drawings.
H. Interior wood trim shall have two (2) coasts of Olympic
Semi-Transparent Stain or Solid Stain as indicated on
drawings or color schedule.
I. Aluminum shall be cleaned of all stains, paint and
mortar droppings, etc., to the satisfaction of the
owner.
J. Defects in shop priming coats, spot prime in field and
spot prime welds, rivets, spacers and bolts as required
shall be painted with ferrous metal and steel primer,
Rust Control A57-R17.
K. All piping, ductwork, conduit and other mechanical
equipment not finished, inside and outside the building
and on roof, shall be painted with paints and in number
of coats as specified for the respective material and
exposure of each in the schedule hereinabove. All items
requiring identifying code color under ASHRAE Guide and
OSHA requirements shall be color ~oded as per applicable
color schedule. No part of any sprinkler head (if
applicable) shall be painted and all sprinklers shall be
carefully protected from smears during painting opera-
tions.
.02 Vinyl wall coverings and photomurals:
A. Installed over prepared surface of gypsum wallboard.
(See 09902.01 (f)).
B. Installation: In accordance with the manufacturer's
directions. Edges shall be accurately and neatly scribed
to other surfaces. All joints shall be tight butt
joints. Use adhesive recommended by manufacturer.
C. Before proceeding with the installation of the vinyl
wall covering or photo mural, the installer shall inspect
the surfaces to which material is to be applied and
assure himself that such surfaces are in a proper condition
to receive his work. Any unsatisfactory conditions
shall be corrected by the contractor before proceeding
with the installation. Do not install material over
walls not properly prepared with sealer as noted above.
09902.01 - 09902.02
D. Vinyl wallcovering of photomurals abutting pre-finished
wall paneling shall be applied to the prepared wall
surface before wall paneling a~d trim molding is applied
in accordance with details on interior design drawings.
E. Upon completion, the installer shall turn over to the
owner two (2) lineal yards of the fabric based en 54 '
inch roll width, of each fabric on this project, to be
used for future patching 'requirements excepting photo
murals.
09970.00 PREFINISHED PANELS
09971.00 MATERIALS
.01. Prefinished panels shall be Marlite Brand Plank 16" X 81 X 1/4"
prefinished hardboard as manufactured by Marlite Division of Masonite
Corporation, Dover, Ohio. Color and pattern as indicated 9n drawings.
09972.00 WORKMANSHIP
.01 Material shall be installed strictly in accordance with manufacturer's
printed instructions. Marlite Brand moldings shall, be used where
needed.
.
.
09902.02 - 09972.01
10001.00
10160.00
10350.00
, 10400.00
10500.00
10800.00
.
GENERAL
TOILET PARTITIONS
FLAGPOLE
IDENTIFYING DEVICES
LOCKERS AND SHELVING
TOILET ACCESSORIES
DIVISION 10
SPECIALTIES
'?A- L'rt
DIVISION 10 SPECIALTIES
10001.00 GENERAL
.01 Except where portions of these specifications are more exacting,
work of this division shall comply with all applicable provi-
sions of the general scope of work.
.02 Comply with requirements of the Governing Code and A.N.S.I.
Standards for Handicapped.
10160.00 TOILET PARTITIONS
.01 Furnished and installed as indicated on the drawingst plans,
equipment schedule and color schedule. Verify dimensions for
all toilet compartments in field.
10161.00 LAMINATED PLASTIC TOILET PARTITIONS
.01 Toilet compartments: Floor supported with overhead rail braced
as per Bobrick series 1042 or Marlite Brand toilet compartments.
Laminated plastic toilet compartments manufactured by Bobr;ck
shall be floor anchored and overhead braced. Doors, stilest
wa,ll posts, and panels shall have a ftnished thickness of 1"
(25mm) and shall have a uniform flush front appearance. Core
of Doorst Stilest Wall PostSt Panels and Seats shall be 3-ply
45 lb. densitYt resin impregnated particle board. Stiles shall
have leveling device welded to 11 gauge (3.2mm) steel core and
be concealed by a one piece 4" (102mm) high, type 304 satin
finish stainless steel shoe. Surface of Toilet Compartments
shall be high pressure laminated plastic 1/16" (1.6mm) thick
with matte finish and shall be edged with type 304 satin finish
stainless steel or self edged with laminated plastic. All
laminating shall be done with adhesives that prevent delamination
from moisture and heat. All door hardware, mounting brackets
and support brackets shall be anodized aluminum with satin
finish stainless steel. Headrails and headrail returns of
Overhead Braced Toilet Compartments shall be anodized aluminum
with satin finish. No door hardware or mounting brackets shall
be exposed on exterior or Toilet Compartments except on compart-
ments with outswinging door. Threaded steel inserts shall be
factory installed for mounting Hinges and Door Latch. Stainless
steel one-way machine screws shall be furnished for installing
Hinges. Stainless Steel one way sheet metal screws furnished
for Coat Hook and Door Keeper. Stainless steel Phillips head
screws furnished for Mounting Brackets. Hinges shall hold door
of unoccupied compartment partially open. Locked compartment
may be opened from outside by lifting door.
.02 Follow the manufacturer's instructions for proper, rigid,
straight and plumb installation of compartments.
10001.00 - 10161.02
10350.00 FLAGPOLE
.01 Flagpole: Provide at the owners option.
.02 Flagpole: Manufactured by Acme Flagpole Co., Division of
John E. Lingo & Son, Inc., Camden, New Jersey or one of equal
manufacture as approved by the owner.
10400.00 IDENTIFYING DEVICES,
.01 Temporary signs: ihe contractor shall request IIAnnourcement
for Openingll signs from Burger King Corp. and mount the heavy
weight paper signs to plywood backing, sized to the sign and
supported with wood posts embedded in the ground. The bottom
of the sign shall be mounted three feet above the ground;
locate outside near a major street/intersection for maximum
visibility.
.02 Major, freestanding, permanent (elec.) sign with reinforced
concrete pier foundation, steel supports and sign shall be
furnished and installed by the sign company as indicated on
drawings.
A. Painting required by contractor - refer to Division 9
-Finishes.
B. Electrical work required - refer to detail on drawings
and Division 16 - Electrical.
.03 Provide handicapped signs as required by A.N.S.I. A117.1.
10500.00 LOCKERS AND SHELVING
.01 Metal lockers and metal storage shelving: furnished and installed
as indicated on the drawings, plans and equipment schedule.
10800.00 TOILET ACCESSORIES
.01 Toilet accessories: furnished and installed as indicated on
the drawings, plans and equipment schedule.
10801.00 MATERIALS
.01 Electric hand dryers: recessed, white porcelain enamel, Model
RA as manufactured by World Dryer Corporation or approved
equal.
.02 Toilet tissue dispensers - Model B-274 as manufactured by
Bobrick Washroom Equipment, Inc or approved equal.
.03 Hand soap dispensers (recessed), Model B-306 as manufactured by
Bobrick Washroom Equipment, Inc. or approved equal.
10162.00 - 10801.03
.04 Handicap grab bars - as manufactured by Bobrick WashrooM Equipment,
Inc. or approved equal. Provide the required quantity and
length as indicated on the drawings or as required by the
governing code. The bar shall be Ii inches in diameter and
mounted with Ii inches clearance from the wall.
.05 Mirrors - Model B 1556 1824 (18 inch X 24 tn~h) frameless
bright polished stainless steel by Bobrick Washroom E uipment
Inc. or approved equal.,
10801.04 - 10801.05
11001.00
11100.00
11400.00
WI
DIVISION 11
EQUIPMENT
GENERAL
SAFE
FOOD SERVICE EQUIPMENT
DIVISION 11 EQUIPMENT
11001.00 GENERAL
.01 Except where portions of these specifications are more exacting,
work of this division shall comply with all applicable provisions
of the general scope of work.
.02 Comply with the Governing Building Code and local codes.
11100.00 SAFE
.01 Money safe shall be furnished and installed as indicated on the
drawings, plans details and equipment schedule.
.02 Square door - TL-15, Model No. ER201612, as ~anuf~ctured by
Mosler.
A.' Four active locking bolts.,
B. Interlocking jamb on hinge side.
, C. Group l-R, UL apprQved, comtination l~c;k.
D. Relock devi'ce., , ,
F. Interlock to prevent damage to locking 'bolt~ when iri
open position. '
G. Base weld to money safe body.
.03 Contractor shall furnish required expansion shields with standard'
plain washers and four (4) inch long bolts.
.04 Contractor shall furnish labor to move safe into final position.
11400.00 FOOD SERVICE EQUIPMENT
.01 Equipment shall be furnished and installed as indicated on the'
drawings, plans and equipment schedule.
11401.00 WORKMANSHIP
.01 Those items so noted on the equipment schedule as being furnished,
assembled and placed by others are not a part of the general
bid, however, the contractor shall provide installation personnel _
a carpenter to assist in the as~embly and installation of
equipment. Said carpenter shall be available for seven (7)
working days.
.02 Installation costs of those items so noted on the equipment
schedule as being furnished by others but installed by the
contractor are a part of the general bid.
11001.00 - 11401.02
.03 In all cases, the general contractor shall be responsible for
final hook-up of all kitchen equipment such as all mechanical
work, plumbing and electrical for the equipment listed.
.04 Prior to instellation of Owner's equipment and at least
fourteen (14) calendar days prior to total completi~n the
Contractor shall have th~ following listed items co~pleted.
1. Building enclosed with glass installed. ,
2. Floors completely tiled and grouted and cleaned ready
to accept seating.
3. All walls completed including marlite, paneling, painting,
interior and exterior doors hung.
4. Parking lot completed.
5. All concrete work and,walkways complete.
6. Dumpster enclosure in progress if not completed.
7. Roofing, shingles, soffit, and facia completed.
8. Sewer, water, gas, and electric services complete
and operational.
9. Interior electric including panels and light fixtures
completed.
10. H.V.A.C. units installed includin9 ductwork, 'diffusers,
and grills. .
11. Fryer and broiler hoods hung.
12. Ceiling tile and gridwork complete.
11401.03 - 11401.04
DIVISION 12
FURNISHINGS
12001.00 GENERAL
12120.00 PHOTO MURALS
12300.00 CABINETS
12500.00 WINDOW TREATMENi
12700.00 SEATING
12800.00 FURNISHINGS
12001.00 GENERAL
.01 Except where portions of these specifications are'more exacting,
work of this division shall tomply with all applicable provi-
sions of the general scope of work.
.02 The above referenced sections shall be supplied and installed
as indicated on the drawings, plans, equipment schedule, room
finish and color schedules.
.
12001.00 - 12001.02
DIVISION 13
SPECIAL CONSTRUCTION
NOT USED
DIVISION 14
CONVEYING SYSTEMS
NOT USED
.
DIVISION 15
HECHANICAL
15010.00 GENERAL PROVISIONS
150"50.00 BASIC MATERIALS '& METHODS
15060.00 PIPE AND PIPE FITTINGS
15080.00 PIPING SPECIALTIES
15120.00 VALVES
15180.00 INSULATION
15200.00 WATER SUPPLY SYSTEMS
15220.00 WATER SUPPLY PIPING SYSTEMS
.15230.00 DOMESTIC HOT WATER SYSTEMS
15300.00 SOIL AND WASTE SYSTEMS
15310.00 SOIL AND WASTE PIPING
15315.00 STORM DRAINAGE SYSTEM
15460.00 PLUMBING FIXTURES AND TRIM
15520.00 FIRE FIGHTING DEVICES
15560.00 DRY CHEMICAL SYSTEM
15614.00 GAS PIPING SYSTEM
15770.00 PACKAGED HEATING AND COOLING - GENERAL
15771.00 EQUIPMENT
15900.00 CONTROLS AND INSTRUMENTATION
15910.00 INSPECTION, TESTING AND BALANCING
.
Except where portions of these specifications are more exacting, work of
this division shall comply with all applicable provisions of the general
scope of work. '
CODES AND REFERENCE STANDARDS
The following codes and reference standards are considered Minimum require-
ments for materials, workmanship and safety where not covered elsewhere in
these specifications. Use only the most current editions of the following:
A.S.T.M. - Latest edition
Local Plumbing Code
Local Building Code
Local Gas Code
County .and/or State' Boa rd of Hea 1 th
N.F.P.A. No. 54 Gas Appliances and Gas Piping
N.F.P.A. No. 31' Oil Burning Equipment
N.F.P.A. No 96 Ventilation of Cooking Equipment
O.S.H.A. Occupational Safety and Health Administration
1. Federal Register Vol. 37 No. 243 Part II Safety and
Health Regulations for Construction
2. Federal Register Vol. 37 No. 202 Part II Safety and
Health Regulations for Construction'
A.S.H.R.A.E. 90-75
15010.00, GENERAL PROVISIONS
.01 The contractor is responsible for actions of his employees for
compliance with all, laws and ordinances governing his work for
establishing elevations, etc., in strict accordance with plans,
for accuracy in the layout, for providing personal supervision
for, the work. He shall have a competent representative on the
jobsite when required. Layout his lines of piping sleeves,
etc., in accordance with drawings, in ample time so that all
chases and other openings in walls may be built in advance to
avoid cutting. At completion of job, all enamelware and plated
piping shall be left clean and bright. Proper precautions at
all times shall be taken to protect work from damage and
disfigurement.
.02 Provide new materials, free from defects and of American manu-
facture.
.03 Substitutions: When a particular product or material is speci-
fied, it shall be considered as a standard basis of bidding and
the contractor shall base his proposal on that particular
product. Any other product or material equal in all respects
may be substituted under the following conditions:
A. The substituted item must be a comparable type and basic
design as that specified.
~
15010.00 - 15010.03
B. The substituted item must be of similar dimensions to
that specified and fit in the allocated space without
change to the structure.
C. The substituted item must meet all requirements of
capacitYt noise levelt details of construction and
warranties.
D. The substituted items shall in no way cause extra work
for other trades.
E. The contractor shall submit in writing all 'evidence to
support his contention that the item proposed ;s equal
to that specified. The architect/engineer will, under
no circumstances, be required to prove that an item
proposed for substitution is or is not of equal quality
to the specified item.
.04 Submission for approval: Factory certified prints shall be
furnished for'all major items of equipment and as hereinafter
specified. Submission of equipment. for approval shall be made
complete all at the same time.
.05 Instructions: Furnish owner a bound copy of all applicable
operating or maintenance instructions, literature and informa-
tion pertaining to the equipment.
.06 Identification of piping: Tag all valves with brass discs on
handles or engraving plastic name plate and chains to permit
coordination and description of the operating instructions.
.07 Electrical work: Work under this division of the specifications
includes ,providing all motor starters for all motors provided
under this division of the specifications. Provide all control
items required for this equipment. Electrical items furnished
shall conform in all respects to requirements covered under
Division 16 of the specifications. ,
.08 Rules and regulations: All workmanship in accordance with
latest requirements of citYt countYt and/or state Board of
Health. Pay all fees, permits inspection and connection charges
including deposits required for this work and furnish satisfac-
tory evidence of compliance with all requirements before final
acceptance of work.
.09 Temporary utilities: Furnisht install and remove all temporary
toilets for the workers, all temporary water lines necessary
for completion of the job by plumbing contractor.
.10 Intent of drawings and specifications:
A. Drawings and specifications are intended to be compli-
mentary. Any work shown in either of themt whether in
the other or not, shall be executed according to the
true intent and meaning thereof, the same as if set
forth in all.
15010.03 - 15010.10
qc ,L,l~
.
B. The drawings and risers accompanying the specifications
indicated in diagrammatic form. The arrangements desired
for the fixtures, piping, fitting, etc., and shall be
followed as closelY as possible. However, the contractor
shal1 include any additional pipe and fittings due to
.structural or other obstructions. Proper judgement
shall be exercised in carryi.ng out the work to secur~ a
neat arrangement of all work.
c. The purpose of these drawin~s and specifications is to
reprp-sent the genera' design and construction limitations
of all plumbing'equipment. The drawings and specifica-
tions do not include either exact equipment dimensions
and locations or exact and complete accessory items
required for each manufacturer's equipment or for the
installation,of the plumbing w~rk. .
.11 Conflicts: All mechanical trades arerequ;red to carefully
study the complete set of contract 'drawings and specifications
in order to avo i d confl i cts, between a l' . pi pi ng ,.' duct":work,
electrical components, equipment, structural member, etc.,
before proceeding with the 'installatio'n. . '
.12 Excavation:
A. . Contractor shall do all excavating and backfillirig
necessary for the installation of this work.
B. Excavation near footings and foundation shall be carefully
checked prior to di~ging in order to insure that the
bearing material will not be undermi.ned.
C. All shoring, bracing, sheeting, piping and pumping
facilities that maybe necessary for, work in' t,he. contract
shall be furnished by this contractor. .
D. All excavated material not required for filling shall be
removed and deposited where and as directed by the
owner.
E. Pipe trench shall be sufficiently straight between
designated angle points to permit the pipe to be laid
true to line in the approximate center of the trench.
The trench width shall be such as to provide a free
working space on each side of the pipe as laid. Trenches
shall be excavated true to grade and bell holes shall be
excavated to insure the pipe resting for its entire
length on the bottom of the trench.
F. Excavation shall be sufficient to carry out the con-
struction and installation as required. Care shall be
taken not to excavate below the depth specified, or
proper for slopes specified.
.13 Vibration: This construction shall guarantee that all pipe
shall operate without vibration, pulsation or objectionable
noises.
15010.10 - 15010.13
.14 Workmanship: All work shall be installed in a neat and workman-
like manner. Any work not deemed neat or workmanlike shall be
immediately removed by the contractor and .replaced in a satis-
factory condition. All items of equipment and materials shown
on the drawings or described in the specifications are to be
furnished, and installed and put in proper operating condition
in accordance with good practice, manufacturer's written
published information.
.15 Painting:
A. All pipe hangers and rods: Painted with ~ coat of zinc
chromate as specified under the painting section. The
contractor shall clean all pipe surfaces and hanger rods
free of grease, scale, rust and other foreign matter.
Where prim~d or protective surfaces are damaged they
shall be touched up in the field. The contractor shall
touch up all factory finishes marred in construction
with factory make-up kits.
.16 . Waterproofing: Wherever any work done under this contract has
to damage any waterproofing, this work shall be sealed and made
absolutely watertight to the satisfaction ,of the owner.
15050.00 BASIC MATERIALS AND METHODS
15060.00 PIPE AND PIPE FITTINGS
.01 All materials shall be legibly marked with name of manufacturer,
weight, and/or class.
.O~ Field tests required on completed systems are described under
the particular division.
.03 Joints for hubless pipe shall conform to 'A.S.T.M. C564 and
Standard No. 301-75 of the Cast Iron Pipe Institute.
15061.00 MATERIALS
.01 PVC is an acceptable alternate for: cold water system and
water service into the building.
.02 Pipe materials and service schedule:
A. Cast iron soil pipe, standard weight, bell & spigot or
no-hub; PVC-DWV; copper drainage tube DWV; or galv.
steel pipe, schedule 40 with drainage fittings. Service:
all soil, waste, greasy waste and vent lines inside
building. All rainwater, soil waste and greasy waste to
the manhole, public sewer, septic tank, grease intercep-
tor or soakage pit as required.
B. Galvanized steel pipe, schedule 40, A.S.T.M. A120
Service: All exterior domestic water service piping,
vents 3 inches and smaller in partitions, all gas piping.
. C. Copper drainage tube (DWV) A.S.T.M. B306
Service: Sanitary waste arms, and clear water wastes
above the slab.
15010.14 - 15061.02
f
Cr (L
9G/ . ,
o. (1) Seamless copper water tube, A.S.T.M. B88 Type L,
hard drawn temper. Hot and cold water system above
, finished floor.
E. PVC, high impact, schedule 40 NSF, MIL-P-191 19B
Service: Conduits for soda factory and R.W.l.system
and drainage systems.
F. Brass pipe or tube, chrome plate
Service: Exposed branches at fixtures and equipment.
.03 Fittings (pressure pipe): make joints and connections permanent
and watertight.
A. Threaded steel pipe, water service and gas piping:
Malleable iron, 150 lb., banded, galvanized.
B. Copper pipe, water piping; Wrought copper, solder-joint
type, 5050 solder.
C. Unions: Provide either galvanized malleable iron or
brass ground joint unions for piping two (2) inches in
diameter or smaller.
D~ PVC schedule 80 A.S.T.M. 02467.
.04 Fittings (non-pressure): make joints andconnect;ons petm~nent
and watertight.
A. Cast-iron soil pipe: provide fitting of same weight and
manufacture as pipe. Caulk solid or a positive-seal one
piece elastomeric compression type gasket may be used as
an alternate for bell and spigot joints. Joints for
hubless pipe shall be made with approved neoprene gaskets
and stainl~ss steel retaining sleeves.
B. Threaded drainage pipe shall be a maximum of (2) two
inches in size.
C. Copper tube, drainage type: Use wrought copper 'solder-
joint 5050 solder.
15062.00 WORKMANSHIP
.01 The plans and riser diagrams are generally diagrammatic. They
do not show every bend, off-set, elbow or other fitting which
may be required in the piping for installation in the space
allotted. Careful coordination of the work is necessary to
avoid conflicts.
.02 Line and grade: install gravity lines at uniform grade to low
point after field verification of low point invert.
.03 Sleeves: PVC or galvanized sheet metal, 22-gauge, provide for
pipes and passing through walls, floors, and roof before pouring
concrete.
.04 Jointing pipe:
A. Threaded pipe: ream all pipe after cutting and before
threading. Use non-hardening pipe compound "tite-seal"
on male threads only.
. B. Copper tube: ream all pipe after cutting and polish end
to be soldered.
15061.02 - 15062.04
c. Provide nipples of same Material and weight as pipe
used: (red brass with copper tubing). Prcvide extra
strong nipples when length of unthreaded part of standard
weight nipples is less than 1-1/2 inches. '
D. Provide dielectric bushings between copper and steel
piping and between brassware and steel. 00 not use
steel and copper piping in the same system. ,
.05 Provide unions or flanges in all service lines at each piece of
equipment, specialty, valves or at other locations required for
ready disconnect.
.06 Pipe protection:
A. Paint all uninsulated piping underground as per 15010.15.
B. Spirally wrap all pipe lines embedded in concrete with a
layer of 30 lb. felt.
C. Coat ,all exposed threads on galvanized steel pipe with
two (2) coats of zinc chromate after assembly. '
O. Close all pipe openings with caps or plugs during installation.:
.07 Tests: test per governing building code and respective department. '
15080.00 PIPING SPECIALTIES
.01 Submit manufacturer's data for approval before a~y wo~k is
commenced. · ,
.02 Contractor'shall furnish and install one (I) backflow prev~nter
(Watts #900) .in the one (1) inch cold'water line for the soda
fac~ory. See hot and cold water riser diagram; pipe vent port
to floor drain.
15081.00 MATERIALS
.01 Hangers: malleable or wrought iron split ring with adjusters.
Support service pipe larger than 1-1/2 inches at 10 feet and
1-1/2 inches and smaller at 8 feet; horizontal soil pipe at 5
feet and copper tube at 6 feet.
A. For steel or cast iron: Grinnel No. 107R, Fee and Mason
No. 205, or Elcen No. lOB.
B. For copper pipe: copper plated, Grinnel CT-99C, Fee and
Mason No. 365, or Elcen No. 394.
c. Install sheet metal saddles under the insulation on all
insulated piping.
.02 Miscellaneous:
A. Excutcheons: chrome plated brass: with set screws,
spring or other device to hold them securely in place.
Provide for pipes passing through walls, floors and
ceiling in all finished rooms.
B. Access panels: provide and install access panels for
valves, etc., style N in masonry and tile walls by
mirror.
15062.04 - 15081.02
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