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SUMMARY OF WORK - DIVISION 1Part 1.00 General SECTION 01010SUMMARY OF WORK1.01WORK NOT INCLUDED IN CONTRACTA.Following items are provided under separate contracts or arrangements by others, and are indicated asN.I.C. (Not in Contract). This list is not necessarily all-inclusive to such items.1.Telephone instruments and telephone equipment only. (Conduit and pull wires necessary forinstallation are part of work of Section 16000).2.Sound and background music system, equipment only. (Conduit and pull wires necessary forinstallation are part of work of Section 16000).3.POS and BOS computer systems equipment only. (Conduit, cables and other devices part of work ofSection 16000).4.Security safe.5.Exterior and interior sign package. (All conduits, wires to signs, and final electrical connections arepart of work of Section 16000).6.Carpet and installation.1.02OWNER-FURNISHED, CONTRACTOR-INSTALLED WORK:A.For items furnished under separate contracts or arrangements by others, and shall be installed by theContractor, see Section 01640.1.03VISITING THE PROJECT SITE:A.The opportunity for visiting the project site is available to all bidders. It will be assumed that such visithas been made and that the Contractor has satisfied himself as to existing conditions prior to submittinghis bid. If no pre-bid meeting is scheduled, this will not relieve Contractor of this responsibility. No claimfor extra payments will be allowed on the basis of his lack of knowledge of existing conditions and ofproblems arising therefrom.1.04CLAIMS FOR EXTRA COST:A.If the Contractor claims that instructions from the Architect or Owner involve extra cost under thisContract, he shall give written notice thereof within a reasonable time after the receipt of suchinstructions, no later than five (5) days therefrom and in any event, before proceeding to execute thework, except in emergency endangering life or property and the procedure shall be as provided forchanges in the work. No such claim shall be valid unless so made.1.05PREREQUISITES TO FINAL PAYMENT:A.Before final payment upon Contract is authorized, the following requirement of Contract Documents shallhave been fulfilled.1.Satisfactory completion of construction work, clean-up, and acceptance by Owner.2.Submission to Owner of required written guarantee form.3.Submission of As Built Drawings left with store management.4.Return drawings and the specifications loaned to Contractor during construction period.5.Contractor shall provide Owner with satisfactory Mechanic's Lien Guarantee.6.Provide Owner with complete list of subcontractors and principal vendors engaged in the execution ofthe work, including address and telephone numbers and emergency numbers.7.Deliver to Owner a complete file of operation and maintenance manuals of equipment and materialsused in work in triplicate.8.15 year No Dollar Limit roof warranty by manufacturer on manufacturer's form.9.Master Grade Tile Certificate.10.HVAC Test and Balance Report (see Section 15080).1.06FIRE PRECAUTIONS AND PROTECTION:A.General: Take necessary precautions to guard against and eliminate possible fire hazards and to preventdamage to construction work, materials, equipment, temporary field offices, storage sheds and publicand private properties. Contractor shall be responsible for providing, maintaining and enforcing fireprotection conditions and requirements during the entire construction period.B.Fire Protection: Contractor's superintendent in charge shall inspect the entire project at least once aweek to make certain that fire protection conditions and requirements are being adhered to.CHose: An adequate number of outlets and supply of hose of adequate size to protect the constructionarea shall be provided as soon as water is available.DExtinguishers: Provide and maintain fire extinguishers in working order during construction convenientlylocated for property protection. Fire extinguishers shall be the number and type required by local andgoverning agencies and local fire underwriters. Extinguishers shall meet approval of Underwriter'sLaboratory and shall be inspected at regular intervals and recharged as necessary.E.Fires: Contractor's employees shall not be allowed to start fires with gasoline or kerosene or other highlyflammable materials. No open fires shall be allowed.F.Flammable Materials: Only a reasonable working supply of flammable building materials shall be storedwithin the construction compound.G.Tarpaulins used during the course of construction shall be of flameproof type secured in place againstflapping from winds.H.Combustible Materials: Oil-soaked rags, paper and other highly combustible materials shall be removedfrom the area at the close of each day's work and more often where necessary and placed in metalcontainers with tight hinged lids.I.Gasoline and benzene or like combustible materials shall not be poured into sewers, manholes, or traps,but shall be disposed of, together with flammable or waste materials subject to spontaneous combustion.Make appropriate arrangements for storing these materials within the construction compound.Part 2.00 ProductsNot used.Part 3.00 ExecutionNot used.Part 1.00 General SECTION 01011SITE SPECIFIC1.01SCOPE OF WORKA.Furnishing of labor, materials, and equipment for the construction of the GMRI, Inc.'s Olive Garden,including, but not limited to, demolition, general construction, plumbing construction, electricalconstruction, kitchen fire protection systems, installation of all owner furnished items, and all connectionand hook-up of food service equipment. This section is intended to generally outline specific contractrequirements but shall not be construed to completely explain entire scope of work.1.02WORK INCLUDED, BUT NOT INCLUSIVEA.Intent of drawings and specificationsB.Contractor responsibility for work requiredC.Construction considerationsD.Special construction notesPart 2.00 ProductsNot usedPart 3.00 Execution3.01INTENT OF DRAWINGS AND SPECIFICATIONSA.Contractor complete work described by the Contract Documents including Drawings and Specifications.Furnish and install anything mentioned in the Specifications and not shown on the Drawings, or shownon the Drawings and not mentioned in the Specifications as if shown and mentioned in both. Furnishmaterials and/or labor required to complete work shown on the Drawings and/or called out in theSpecifications, to include labor and/or materials reasonably inferable therefrom as necessary to completethe work, whether each and every single item necessary to completion is specified or detailed or not.3.02CONTRACTOR RESPONSIBILITY FOR WORK REQUIREDA.Organization of the Specifications into Divisions, Sections, and Paragraphs and arrangement of theDrawings are not intended to control Contractor in dividing the work among Subcontractors or toestablish limits and extent of work to be performed by particular trades. Contractor alone is responsiblefor completion of entire work as drawn and specified, complete in place and in functional and/oroperating condition. Division of the Specifications into Sections and Paragraphs is for convenience onlyand not for purpose of limiting or restricting performance of any portion of the work to any particulartrade.3.03CONSTRUCTION CONSIDERATIONSA.Summary of Recommendations:1.Foundations (see Structural and Soil Report)Conventional spread footing foundation:Founded at nominal depth on suitable natural/fill soil, approximately 3'-4" below finished floor.(Minimum 12" suitable structural fill under all footings.)2.Floor Slaba.Conventional slab-on-gradeb.Over-excavation expected for subgrade preparation of approximately 12".This is a brief summary of more detailed considerations and recommendations presented elsewhere in theDrawings and Specifications.3.04SPECIAL CONSTRUCTION NOTESA.Olive Garden Contractor to furnish handicap ramps, landscape, irrigation, utilities and lighting withinOlive Garden's limits of work line. In addition, Olive Garden Contractor will pull wiring to pole standardsoutside work line as shown on electrical site plan. Olive Garden Contractor will be responsible for repairwork to damaged pavement caused by his work force.Part 1.00 General
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1.01SECTION INCLUDESA.GeneralB. MeetingsC.SubmittalsD.SubstitutionsE.Space AvailableF.Contract Closeout1.02GENERALA.Owner shall coordinate schedu
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1.07CONTRACT CLOSEOUTA.Substantial Completion:Coordinate completion and clea
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1
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2
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0
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1
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3
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1
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1
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9
5
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h
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2.
HV
A
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r
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t
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o
n
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t
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a
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5
2
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2
-
1
9
9
9
.
a.
Se
a
l
a
l
l
r
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t
u
r
n
a
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r
o
p
e
n
i
n
g
s
w
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p
l
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d
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r
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g
c
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s
t
r
u
c
t
i
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n
.
b.
Pr
o
t
e
c
t
f
a
n
m
o
t
o
r
s
,
s
w
i
t
c
h
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q
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f
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x
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d
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m
s
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m
d
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,
r
u
b
b
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s
h
a
n
d
f
o
r
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g
n
ma
t
t
e
r
.
c.
Wh
e
n
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u
n
n
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g
A
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'
s
t
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d.
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eq
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m
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k
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e.
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f.
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p
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f
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r
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o
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m
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d
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a
o
f
M
E
R
V
8
.
3.
So
u
r
c
e
c
o
n
t
r
o
l
:
R
e
f
e
r
t
o
o
t
h
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r
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c
t
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s
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M
a
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d
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d
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s
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n
t
s
,
p
a
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d
c
a
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p
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t
.
4.
Pa
t
h
w
a
y
I
n
t
e
r
r
u
p
t
i
o
n
:
D
u
r
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n
g
c
o
n
s
t
r
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c
t
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,
i
s
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p
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m
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p
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p
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t
r
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c
t
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n
a
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a
.
5.
Ho
u
s
e
k
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p
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n
g
:
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e
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p
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n
t
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r
i
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s
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d
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d
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b
b
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ma
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d
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d
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t
w
o
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k
.
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m
o
v
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te
m
p
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f
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f
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t
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u
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o
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t
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eq
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s
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m
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b
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r
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r
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d
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6.
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h
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d
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l
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n
g
:
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f
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r
t
o
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i
v
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s
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f
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on
i
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d
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a
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q
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Pa
r
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0
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1.
0
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Q
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A.
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b
m
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b
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1
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d
a
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a
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e
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t
.
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s
i
g
n
a
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t
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t
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t
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p
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r
e
s
s
.
1.
0
2
SH
O
P
D
R
A
W
I
N
G
S
A.
Dr
a
w
i
n
g
s
s
h
a
l
l
b
e
p
r
e
s
e
n
t
e
d
i
n
a
c
l
e
a
r
a
n
d
t
h
o
r
o
u
g
h
m
a
n
n
e
r
.
1.
De
t
a
i
l
s
s
h
a
l
l
b
e
i
d
e
n
t
i
f
i
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d
b
y
r
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f
e
r
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n
c
e
t
o
s
h
e
e
t
,
d
e
t
a
i
l
,
s
c
h
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d
u
l
e
o
r
r
o
o
m
n
a
m
e
s
s
h
o
w
n
o
n
D
r
a
w
i
n
g
s
.
2.
Dr
a
w
i
n
g
s
s
h
a
l
l
b
e
o
n
2
4
x
3
6
i
n
c
h
s
h
e
e
t
s
a
n
d
d
r
a
w
n
t
o
1
/
8
o
r
1
/
4
s
c
a
l
e
.
3.
Pr
o
v
i
d
e
s
i
x
(
6
)
c
o
p
i
e
s
.
1.
0
3
PR
O
D
U
C
T
D
A
T
A
A.
Pr
e
p
a
r
a
t
i
o
n
:
1.
Cl
e
a
r
l
y
m
a
r
k
e
a
c
h
c
o
p
y
t
o
i
d
e
n
t
i
f
y
p
e
r
t
i
n
e
n
t
p
r
o
d
u
c
t
s
.
2.
Sh
o
w
p
e
r
f
o
r
m
a
n
c
e
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
a
n
d
c
a
p
a
c
i
t
i
e
s
.
3.
Sh
o
w
d
i
m
e
n
s
i
o
n
s
a
n
d
c
l
e
a
r
a
n
c
e
s
r
e
q
u
i
r
e
d
.
4.
Sh
o
w
w
i
r
i
n
g
o
r
p
i
p
i
n
g
d
i
a
g
r
a
m
s
a
n
d
c
o
n
t
r
o
l
s
.
B.
Ma
n
u
f
a
c
t
u
r
e
r
'
s
s
t
a
n
d
a
r
d
s
c
h
e
m
a
t
i
c
d
r
a
w
i
n
g
s
a
n
d
d
i
a
g
r
a
m
s
.
1.
Mo
d
i
f
y
d
r
a
w
i
n
g
s
a
n
d
d
i
a
g
r
a
m
s
t
o
d
e
l
e
t
e
i
n
f
o
r
m
a
t
i
o
n
w
h
i
c
h
i
s
n
o
t
a
p
p
l
i
c
a
b
l
e
t
o
t
h
i
s
w
o
r
k
.
2.
Su
p
p
l
e
m
e
n
t
s
t
a
n
d
a
r
d
d
r
a
w
i
n
g
s
a
n
d
d
i
a
g
r
a
m
s
a
s
r
e
q
u
i
r
e
d
i
n
f
o
r
m
a
t
i
o
n
t
o
p
r
o
v
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d
e
c
o
m
p
l
e
t
e
i
n
f
o
r
m
a
t
i
o
n
ap
p
l
i
c
a
b
l
e
t
o
t
h
e
W
o
r
k
.
1.
0
4
SA
M
P
L
E
S
A.
Su
b
m
i
t
t
e
d
s
a
m
p
l
e
s
s
h
a
l
l
b
e
o
f
s
u
f
f
i
c
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e
n
t
s
i
z
e
t
o
c
l
e
a
r
l
y
i
l
l
u
s
t
r
a
t
e
:
1.
Fu
n
c
t
i
o
n
a
l
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
o
f
t
h
e
p
r
o
d
u
c
t
,
w
i
t
h
i
n
t
e
g
r
a
l
l
y
r
e
l
a
t
e
d
p
a
r
t
s
a
n
d
a
t
t
a
c
h
m
e
n
t
d
e
v
i
c
e
s
.
2.
Fu
l
l
r
a
n
g
e
o
f
c
o
l
o
r
,
t
e
x
t
u
r
e
a
n
d
p
a
t
t
e
r
n
.
3.
Sa
m
p
l
e
s
w
i
l
l
n
o
t
b
e
r
e
t
u
r
n
e
d
u
n
l
e
s
s
r
e
q
u
e
s
t
e
d
.
1.
0
5
CO
N
T
R
A
C
T
O
R
'
S
R
E
S
P
O
N
S
I
B
I
L
I
T
I
E
S
A.
Re
v
i
e
w
s
h
o
p
d
r
a
w
i
n
g
s
,
p
r
o
d
u
c
t
d
a
t
a
a
n
d
s
a
m
p
l
e
s
p
r
i
o
r
t
o
s
u
b
m
i
s
s
i
o
n
.
B.
De
t
e
r
m
i
n
e
a
n
d
v
e
r
i
f
y
f
o
r
a
c
c
u
r
a
c
y
.
1.
Fi
e
l
d
m
e
a
s
u
r
e
m
e
n
t
s
.
2.
Fi
e
l
d
c
o
n
s
t
r
u
c
t
i
o
n
c
r
i
t
e
r
i
a
.
3.
Ca
t
a
l
o
g
n
u
m
b
e
r
s
a
n
d
s
i
m
i
l
a
r
d
a
t
a
.
4.
Co
n
f
o
r
m
a
n
c
e
w
i
t
h
s
p
e
c
i
f
i
c
a
t
i
o
n
s
a
n
d
l
o
c
a
l
a
u
t
h
o
r
i
t
i
e
s
a
n
d
j
u
r
i
s
d
i
c
t
i
o
n
s
.
1.
0
7
.
RE
S
U
B
M
I
S
S
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
A.
Sh
o
p
d
r
a
w
i
n
g
s
a
n
d
p
r
o
d
u
c
t
d
a
t
a
.
M
a
k
e
c
o
r
r
e
c
t
i
o
n
s
a
n
d
c
h
a
n
g
e
s
i
n
t
h
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s
u
b
m
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t
t
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l
a
s
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q
u
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r
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d
b
y
t
h
e
Ar
c
h
i
t
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t
a
n
d
r
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s
u
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m
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t
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n
s
a
m
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q
u
a
n
t
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t
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s
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n
d
f
o
r
m
a
t
u
n
t
i
l
a
p
p
r
o
v
e
d
.
B.
Sa
m
p
l
e
s
:
s
u
b
m
i
t
n
e
w
s
a
m
p
l
e
s
a
s
r
e
q
u
i
r
e
d
f
o
r
i
n
i
t
i
a
l
s
u
b
m
i
t
t
a
l
.
Pa
r
t
2
.
0
0
P
r
o
d
u
c
t
s
No
t
u
s
e
d
.
Pa
r
t
3
.
0
0
E
x
e
c
u
t
i
o
n
No
t
u
s
e
d
.
Re
s
t
a
u
r
a
n
t
#
:
Is
s
u
e
D
a
t
e
:
Dr
a
w
i
n
g
RE
V
I
S
I
O
N
AR
C
H
I
T
E
C
T
S
P
R
O
J
E
C
T
Jo
b
#
UP
D
A
T
E
D
T
H
R
U
:
12
0
5
1
5-
2
1
-
1
2
XX
X
X
10
2
0
6
N
.
MI
C
H
I
G
A
N
R
D
.
CA
R
M
E
L
,
IN
D
I
A
N
A
OL
I
V
E
G
A
R
D
E
N
P
7
6
L
-
W
D
HS
K
P
2
0
1
0
.
1
DD
2
-
0
4
-
2
0
1
2
2
8-
1
7
-
1
2
TS
1
C.
Co
o
r
d
i
n
a
t
e
e
a
c
h
s
u
b
m
i
t
t
a
l
w
i
t
h
r
e
q
u
i
r
e
m
e
n
t
s
o
f
t
h
e
C
o
n
t
r
a
c
t
D
o
c
u
m
e
n
t
s
.
D.
No
t
i
f
y
A
r
c
h
i
t
e
c
t
i
n
w
r
i
t
i
n
g
,
a
t
t
i
m
e
o
f
s
u
b
m
i
s
s
i
o
n
,
o
f
a
n
y
d
e
v
i
a
t
i
o
n
i
n
t
h
e
s
u
b
m
i
t
t
a
l
s
f
r
o
m
r
e
q
u
i
r
e
m
e
n
t
s
o
f
th
e
C
o
n
t
r
a
c
t
D
o
c
u
m
e
n
t
s
,
i
d
e
n
t
i
f
y
i
n
g
s
u
c
h
d
e
v
i
a
t
i
o
n
c
l
e
a
r
l
y
o
n
t
h
e
s
u
b
m
i
t
t
a
l
s
.
E.
Be
g
i
n
n
o
f
a
b
r
i
c
a
t
i
o
n
o
r
w
o
r
k
w
h
i
c
h
r
e
q
u
i
r
e
s
s
u
b
m
i
t
t
a
l
s
u
n
t
i
l
r
e
t
u
r
n
o
f
s
u
b
m
i
t
t
a
l
w
i
t
h
A
r
c
h
i
t
e
c
t
'
s
a
p
p
r
o
v
a
l
.
1.
0
6
SU
B
M
I
S
S
I
O
N
R
E
Q
U
I
R
E
M
E
N
T
S
A.
Ma
k
e
s
u
b
m
i
t
t
a
l
s
p
r
o
m
p
t
l
y
a
n
d
i
n
s
u
c
h
s
e
q
u
e
n
c
e
a
s
t
o
c
a
u
s
e
n
o
d
e
l
a
y
i
n
t
h
e
W
o
r
k
.
B.
Nu
m
b
e
r
o
f
s
u
b
m
i
t
t
a
l
s
r
e
q
u
i
r
e
d
.
C.
Su
b
m
i
t
t
a
l
s
r
e
q
u
i
r
e
d
:
1.
St
r
u
c
t
u
r
a
l
S
u
b
m
i
t
t
a
l
s
2.
Me
c
h
a
n
i
c
a
l
S
u
b
m
i
t
t
a
l
s
3.
Fi
r
e
S
p
r
i
n
k
l
e
r
S
u
b
m
i
t
t
a
l
s
4.
El
e
c
t
r
i
c
a
l
S
u
b
m
i
t
t
a
l
s
5.
Wo
o
d
T
r
u
s
s
e
s
6.
Pl
u
m
b
i
n
g
S
u
b
m
i
t
t
a
l
s
7.
Do
o
r
/
H
a
r
d
w
a
r
e
S
u
b
m
i
t
t
a
l
s
8.
Mi
s
c
e
l
l
a
n
e
o
u
s
M
e
t
a
l
w
o
r
k
S
u
b
m
i
t
t
a
l
s
9.
An
y
a
d
d
i
t
i
o
n
a
l
s
u
b
m
i
t
t
a
l
s
a
s
m
a
y
b
e
r
e
q
u
e
s
t
e
d
b
y
D
a
r
d
e
n
.
D.
SU
B
M
I
T
T
A
L
S
Al
l
r
e
q
u
i
r
e
d
s
u
b
m
i
t
t
a
l
s
w
i
l
l
b
e
p
r
o
v
i
d
e
d
t
o
t
h
e
A
r
c
h
i
t
e
c
t
.
1.
Sh
o
p
d
r
a
w
i
n
g
s
:
S
i
x
c
o
p
i
e
s
o
r
e
l
e
c
t
r
o
n
i
c
P
D
F
f
i
l
e
.
2.
Pr
o
d
u
c
t
d
a
t
a
:
S
i
x
c
o
p
i
e
s
o
r
e
l
e
c
t
r
o
n
i
c
P
D
F
f
i
l
e
.
3.
Sa
m
p
l
e
s
:
S
u
b
m
i
t
t
h
r
e
e
s
a
m
p
l
e
s
o
f
e
a
c
h
c
o
l
o
r
,
t
e
x
t
u
r
e
,
s
i
z
e
,
e
t
c
.
a
s
a
p
p
l
i
c
a
b
l
e
f
o
r
e
a
c
h
m
a
t
e
r
i
a
l
re
q
u
i
r
i
n
g
a
s
a
m
p
l
e
.
E.
Su
b
m
i
t
t
a
l
s
s
h
a
l
l
c
o
n
t
a
i
n
:
1.
Da
t
e
o
f
s
u
b
m
i
s
s
i
o
n
a
n
d
d
a
t
e
s
o
f
p
r
e
v
i
o
u
s
s
u
b
m
i
s
s
i
o
n
s
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2.
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Part 1.00 General SECTION 01341SCHEDULE OF REQUIRED SUBMITTALS1.01REQUIREMENTSA.Submit completed Submittal Schedule (below) to Owner and Architect within 10 days after receipt ofContract. Enter dates for submission and dates that reviewed shop drawings, product data and sampleswill be needed to maintain construction progress. All required submittals shall be provided to thearchitect.1.02SUBMITTAL SCHEDULEFor Olive Garden Location # Adr: City: State: SubmittalNameSpecification SectionDate to besubmittedDate to bereturnedCommentSteel JoistsMisc. Metals05500Wood Trusses(S-1.1)05120 05210Misc.WoodTrusses(S-1.1)Entry & ExitDoors inPublic Area (A-4.2)Windows(A-4.2)Hardware Finish HardwareWeather StrippingThresholdsSpecial ConditionsMatl. and MethodsPkg. A.C. Units A.C. EquipmentDuctwork & Acces.Heating,Ventilating andAir ConditioningSpecial ConditionsMatl. and MethodsPlumbing FixturesPlumbing Piping PlumbingSpecial ConditionsMatl. and MethodsPre-fab. Power Distr.Distr. & ControlLight Fixtures ElectricalPart 1.00 General SECTION 01400TESTING AND QUALITY CONTROL1.01DESCRIPTIONA.This section covers general requirements for quality control and testing of the Work, including inspectionprocedures.B.Requirements:Testing firm, laboratory or agency.Geotechnical (Soils or Foundation) Engineer.Coordination of test and inspections.Test costs and reports.Inspections, continuous and special.Contractor furnished assistance.Verification of conditions.C.Individual sections of the Specification may contain specific test procedures to be performed inaccordance with this Section. Refer to each specific section.1.02COST OF TESTINGA.Costs for required initial testing shall be billed directly to Owner by the testing Firm, Laboratory orAgency or passed on to Owner as a direct (no mark-up) reimbursable cost by the General Contractor.B.Costs for required re-testing in the case of initial test failure shall be borne by the General Contractor withno addition to the construction contract.1.03GENERAL QUALITY CONTROLA.General Test Requirements: Materials and products provided under the Contract are subject to testingand inspection for compliance with requirements of Contract Documents.B.Testing Firm, Laboratory or Agency: Licensed organization meeting the requirements of ASTM E329,designated by Owner, and referred to in sections of the Specification. Perform all testing undersupervision and control of a local state registered professional engineer employed full-time by testingfirm, laboratory or agency.C.Soils or Foundation Engineer: The registered professional Geotechnical Engineer that completed initialsoils investigation shall be employed and paid by Contractor.D.Disqualified Materials: Any material shipped or delivered to the site by the Contractor from the source ofsupply prior to having satisfactorily passed the required testing and inspection, or prior to the receipt of anotice from the Owner that such testing and inspection will not be required, shall not be incorporated inthe Work.1.04COORDINATION OF TEST AND INSPECTIONSA.Contractor shall initiate and coordinate testing and inspections required by Contract Documents andpublic authorities having jurisdiction of the Work.B.Notification: Contractor shall notify the Owner sufficiently in advance of the manufacture of materials orproducts to be supplied by him which, by requirements of the Contract Documents, must be tested at thesource of supply in order that the Owner may arrange for the testing.1.05TEST SAMPLES AND PROCEDURESA.Test samples: Provide and deliver samples of materials and products to be tested at no extra cost toOwner. Test samples will be selected by the Owner, Inspector or testing firm and not by Contractor.B.Test procedures: Testing firm shall perform testing in accordance with ASTM or other methods of testingspecified for the various materials and products specified. If no procedure or test method is specified,testing shall conform to material or product specification referenced unless otherwise directed by Owner.The testing firm shall tag, seal, label, record or otherwise suitably identify the materials and products fortesting and no such materials and products shall be used in the Work until the test result reports aresubmitted and approved, excepting only the materials and products specified to be placed or installedprior to testing.C.Repetition of Test: Repeat applicable tests at specified intervals, whenever the source of supply ischanged, or whenever the characteristics of the materials and product change or vary in opinion ofOwner.1.06TEST REPORTSA.Provide copies of each test result report, signed and certified by the testing firm's supervising Engineer.Copies shall be provided as follows:Owner-1 copyArchitect-1 copyStructural Engineer. (structural tests only)-1 copyContractor- 2 copiesBuilding Department (if required)-1 copy1.07INSPECTIONS, CONTINUOUS AND SPECIALA.Perform by registered deputy or special inspectors (hereinafter termed Inspector) as required by ContractDocuments and building codes. During the course of Work under inspection, each Inspector shall submitdetailed reports relative to progress and condition of Work including variances from the ContractDocuments, and stipulating dates, hours and locations of the inspections.B.Approvals required by others: If the laws, ordinances, rules, regulations or orders of any public agencyhaving jurisdiction require any of the Work to be specifically inspected, tested or approved by authorityother than the Owner, Architect or Contractor, the Contractor shall give all required notices and makearrangements, shall deliver to the Owner the certificates of inspection, testing, or approval of suchagency, and shall pay all costs therefore unless provided in the Contract Documents.C.All costs for special inspections shall be included in the base bid.1.08CONTRACT FURNISHED ASSISTANCEA.Whenever requested, Contractor shall provide access, facilities and labor assistance as necessary forduties to be performed at the site by testing firm and inspector including providing ladders, hoisting,temporary utilities, and like services at no cost to the Owner.1.09VERIFICATION OF CONDITIONSA.Prior to installation of any portion of the Work, the Contractor shall arrange for correction of defects inexisting workmanship, materials and products, or conditions that may adversely affect the Work to beinstalled. Installation of materials and products on Work in-place constitutes acceptance by Contractoras being in proper condition to receive the materials and products to be applied and waiver of claim thatWork in-place is defective as pertains to warranty requirements, excluding unascertainable or concealedconditions. Where the Specification requires a material or product manufacturer or his representative,manufacturer or his representative also shall inspect the Work in-place and issue a letter of approval toOwner.1.10MECHANICALA.Ten working days prior to final acceptance by Owner/Architect, all mechanical systems shall be onehundred percent completed and shall be inspected and approved by the Owner or his authorizedrepresentatives. Contractor shall submit four copies of air balance report five working days prior toopening. Air balance three days prior to opening and/or all cooking equipment operating.Part 1.00 General
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r
e
m
e
n
t
s
f
o
r
t
h
e
f
o
l
l
o
w
i
n
g
:
1.Salvaging nonhazardous con
s
t
r
u
c
t
i
o
n
w
a
s
t
e
.
2.Recycling nonhazardous con
s
t
r
u
c
t
i
o
n
w
a
s
t
e
.
3.Disposing of nonhazardous c
o
n
s
t
r
u
c
t
i
o
n
w
a
s
t
e
.
B.Related Sections include the fo
l
l
o
w
i
n
g
:
1.Division 1 Section 01329 Sus
t
a
i
n
a
b
l
e
D
e
s
i
g
n
R
e
p
o
r
t
i
n
g
.
1.03DEFINITIONSA.Construction Waste: Building a
n
d
s
i
t
e
i
m
p
r
o
v
e
m
e
n
t
m
a
t
e
r
i
a
l
s
a
n
d
o
t
h
e
r
s
o
l
i
d
w
a
s
t
e
r
e
s
u
l
t
i
n
g
f
r
o
m
construction. Construction was
t
e
i
n
c
l
u
d
e
s
p
a
c
k
a
g
i
n
g
.
B.Disposal: Removal off-site of d
e
m
o
l
i
t
i
o
n
a
n
d
c
o
n
s
t
r
u
c
t
i
o
n
w
a
s
t
e
a
n
d
s
u
b
s
e
q
u
e
n
t
d
e
p
o
s
i
t
i
n
l
a
n
d
f
i
l
l
o
r
incinerator acceptable to author
i
t
i
e
s
h
a
v
i
n
g
j
u
r
i
s
d
i
c
t
i
o
n
.
C.Recycle: Recovery of demolitio
n
o
r
c
o
n
s
t
r
u
c
t
i
o
n
w
a
s
t
e
f
o
r
s
u
b
s
e
q
u
e
n
t
r
e
p
r
o
c
e
s
s
i
n
g
i
n
p
r
e
p
a
r
a
t
i
o
n
f
o
r
reuse.D.Salvage: Recovery of demolitio
n
o
r
c
o
n
s
t
r
u
c
t
i
o
n
w
a
s
t
e
a
n
d
s
u
b
s
e
q
u
e
n
t
s
a
l
e
o
r
r
e
u
s
e
i
n
t
h
e
s
a
m
e
f
o
r
m
in another facility.E.Salvage and Reuse: Recovery
o
f
d
e
m
o
l
i
t
i
o
n
o
r
c
o
n
s
t
r
u
c
t
i
o
n
w
a
s
t
e
a
n
d
s
u
b
s
e
q
u
e
n
t
i
n
c
o
r
p
o
r
a
t
i
o
n
i
n
t
h
e
same form into the Work.1.04PERFORMANCE GOALSA.General Goal: Develop waste m
a
n
a
g
e
m
e
n
t
p
l
a
n
t
h
a
t
r
e
s
u
l
t
s
i
n
e
n
d
-
o
f
-
P
r
o
j
e
c
t
r
a
t
e
s
f
o
r
s
a
l
v
a
g
e
/
r
e
c
y
c
l
i
n
g
of 75 percent by weight of total
w
a
s
t
e
g
e
n
e
r
a
t
e
d
b
y
t
h
e
W
o
r
k
.
1.Construction Waste:a.Site-clearing waste.b.Masonry and CMU.c.Lumber.d.Wood sheet materials.e.Wood trim.f.Metals.g.Roofing.h.Insulation.i.Carpet and pad.k.Gypsum board.l.Paint.m.Window glassn.Piping.o.Electrical conduit.2.Packaging: Regardless of sa
l
v
a
g
e
/
r
e
c
y
c
l
e
g
o
a
l
i
n
d
i
c
a
t
e
d
a
b
o
v
e
,
s
a
l
v
a
g
e
o
r
r
e
c
y
c
l
e
1
0
0
p
e
r
c
e
n
t
o
f
t
h
e
following uncontaminated pa
c
k
a
g
i
n
g
m
a
t
e
r
i
a
l
s
:
a.Paper.b.Cardboard.c.Boxes.d.Plastic sheet and film.e.Polystyrene packaging.f.Wood crates.g.Plastic pails1.05SUBMITTALSA.Waste Management Plan: Sub
m
i
t
t
h
r
e
e
c
o
p
i
e
s
o
f
p
l
a
n
w
i
t
h
i
n
3
0
d
a
y
s
o
f
d
a
t
e
e
s
t
a
b
l
i
s
h
e
d
f
o
r
commencement of the Work.B.Waste Reduction Progress Rep
o
r
t
s
:
C
o
n
c
u
r
r
e
n
t
w
i
t
h
e
a
c
h
A
p
p
l
i
c
a
t
i
o
n
f
o
r
P
a
y
m
e
n
t
,
s
u
b
m
i
t
t
h
r
e
e
c
o
p
i
e
s
of report. Include the following
i
n
f
o
r
m
a
t
i
o
n
o
n
t
h
e
a
t
t
a
c
h
e
d
s
p
r
e
a
d
s
h
e
e
t
:
1.Material description.2.Landfill materials description
.
3.Landfill hauler or location.4.Total quantity of waste in ton
s
o
r
c
u
b
i
c
y
a
r
d
s
.
5.Quantity of waste recycled, e
i
t
h
e
r
e
s
t
i
m
a
t
e
d
a
n
d
a
c
t
u
a
l
i
n
t
o
n
s
o
r
cu
b
i
c
y
a
r
d
s
.
C.Records of Donations: Indicate
r
e
c
e
i
p
t
a
n
d
a
c
c
e
p
t
a
n
c
e
o
f
s
a
l
v
a
g
e
a
b
l
e
w
a
s
t
e
d
o
n
a
t
e
d
t
o
i
n
d
i
v
i
d
u
a
l
s
a
n
d
organizations. Indicate whethe
r
o
r
g
a
n
i
z
a
t
i
o
n
i
s
t
a
x
e
x
e
m
p
t
.
D.Records of Sales: Indicate rece
i
p
t
a
n
d
a
c
c
e
p
t
a
n
c
e
o
f
s
a
l
v
a
g
e
a
b
l
e
w
a
s
t
e
s
o
l
d
t
o
i
n
d
i
v
i
d
u
a
l
s
a
n
d
organizations. Indicate whethe
r
o
r
g
a
n
i
z
a
t
i
o
n
i
s
t
a
x
e
x
e
m
p
t
.
E.Recycling and Processing Facil
i
t
y
R
e
c
o
r
d
s
:
I
n
d
i
c
a
t
e
r
e
c
e
i
p
t
a
n
d
a
c
c
e
p
t
a
n
c
e
o
f
r
e
c
y
c
l
a
b
l
e
w
a
s
t
e
b
y
recycling and processing faciliti
e
s
l
i
c
e
n
s
e
d
t
o
a
c
c
e
p
t
t
h
e
m
.
I
n
c
l
u
d
e
m
a
n
i
f
e
s
t
s
,
w
e
i
g
h
t
t
i
c
k
e
t
s
,
r
e
c
e
i
p
t
s
,
and invoices.F.Landfill and Incinerator Disposa
l
R
e
c
o
r
d
s
:
I
n
d
i
c
a
t
e
r
e
c
e
i
p
t
a
n
d
a
c
c
e
p
t
a
n
c
e
o
f
w
a
s
t
e
b
y
l
a
n
d
f
i
l
l
s
a
n
d
incinerator facilities licensed to
a
c
c
e
p
t
t
h
e
m
.
I
n
c
l
u
d
e
m
a
n
i
f
e
s
t
s
,
w
e
i
g
h
t
t
i
c
k
e
t
s
,
r
e
c
e
i
p
t
s
,
a
n
d
i
n
v
o
i
c
e
s
.
1.06QUALITY ASSURANCEA.Regulatory Requirements: Com
p
l
y
w
i
t
h
h
a
u
l
i
n
g
a
n
d
d
i
s
p
o
s
a
l
r
e
g
u
l
a
t
i
o
n
s
o
f
a
u
t
h
o
r
i
t
i
e
s
h
a
v
i
n
g
jurisdiction.B.Waste Management Conferenc
e
:
C
o
n
d
u
c
t
c
o
n
f
e
r
e
n
c
e
a
t
P
r
o
j
e
c
t
s
i
t
e
t
o
c
o
m
p
l
y
w
i
t
h
r
e
q
u
i
r
e
m
e
n
t
s
i
n
Division 1 Section "Project Man
a
g
e
m
e
n
t
a
n
d
C
o
o
r
d
i
n
a
t
i
o
n
.
"
R
e
v
i
e
w
m
e
t
h
o
d
s
a
n
d
p
r
o
c
e
d
u
r
e
s
r
e
l
a
t
e
d
t
o
waste management including, b
u
t
n
o
t
l
i
m
i
t
e
d
t
o
,
t
h
e
f
o
l
l
o
w
i
n
g
:
1.Review and discuss waste m
a
n
a
g
e
m
e
n
t
p
l
a
n
i
n
c
l
u
d
i
n
g
r
e
s
p
o
n
s
i
b
i
l
i
t
i
e
s
o
f
W
a
s
t
e
M
a
n
a
g
e
m
e
n
t
Coordinator.2.Review requirements for doc
u
m
e
n
t
i
n
g
q
u
a
n
t
i
t
i
e
s
o
f
e
a
c
h
t
y
p
e
o
f
w
a
s
t
e
a
n
d
i
t
s
d
i
s
p
o
s
i
t
i
o
n
.
3.Review and finalize procedur
e
s
f
o
r
m
a
t
e
r
i
a
l
s
s
e
p
a
r
a
t
i
o
n
a
n
d
v
e
r
i
f
y
a
v
a
i
l
a
b
i
l
i
t
y
o
f
c
o
n
t
a
i
n
e
r
s
a
n
d
b
i
n
s
needed to avoid delays.4.Review procedures for period
i
c
w
a
s
t
e
c
o
l
l
e
c
t
i
o
n
a
n
d
t
r
a
n
s
p
o
r
t
a
t
i
o
n
t
o
r
e
c
y
c
l
i
n
g
a
n
d
d
i
s
p
o
s
a
l
f
a
c
i
l
i
t
i
e
s
.
5.Review waste management r
e
q
u
i
r
e
m
e
n
t
s
f
o
r
e
a
c
h
t
r
a
d
e
.
1.07WASTE MANAGEMENT PLANA.General: Develop plan consisti
n
g
o
f
w
a
s
t
e
i
d
e
n
t
i
f
i
c
a
t
i
o
n
,
w
a
s
t
e
r
e
d
u
c
t
i
o
n
w
o
r
k
p
l
a
n
,
a
n
d
c
o
s
t
/
r
e
v
e
n
u
e
analysis. Indicate quantities by
w
e
i
g
h
t
o
r
v
o
l
u
m
e
,
b
u
t
u
s
e
s
a
m
e
u
n
i
t
s
o
f
m
e
a
s
u
r
e
t
h
r
o
u
g
h
o
u
t
w
a
s
t
e
management plan.B.Waste Identification: Indicate a
n
t
i
c
i
p
a
t
e
d
t
y
p
e
s
a
n
d
q
u
a
n
t
i
t
i
e
s
o
f
s
i
t
e
-
c
l
e
a
r
i
n
g
a
n
d
c
o
n
s
t
r
u
c
t
i
o
n
w
a
s
t
e
generated by the Work. Include
e
s
t
i
m
a
t
e
d
q
u
a
n
t
i
t
i
e
s
a
n
d
a
s
s
u
m
p
t
i
o
n
s
f
o
r
e
s
t
i
m
a
t
e
s
.
C.Waste Reduction Work Plan: L
i
s
t
e
a
c
h
t
y
p
e
o
f
w
a
s
t
e
a
n
d
w
h
e
t
h
e
r
i
t
w
i
l
l
b
e
r
e
c
y
c
l
e
d
o
r
d
i
s
p
o
s
e
d
o
f
i
n
landfill. Include points of waste
g
e
n
e
r
a
t
i
o
n
,
t
o
t
a
l
q
u
a
n
t
i
t
y
o
f
e
a
c
h
t
y
p
e
o
f
w
a
s
t
e
,
q
u
a
n
t
i
t
y
f
o
r
e
a
c
h
m
e
a
n
s
of recovery, and handling and t
r
a
n
s
p
o
r
t
a
t
i
o
n
p
r
o
c
e
d
u
r
e
s
.
1.Recycled Materials: Include
l
i
s
t
o
f
l
o
c
a
l
r
e
c
e
i
v
e
r
s
a
n
d
p
r
o
c
e
s
s
o
r
s
a
n
d
t
y
p
e
o
f
r
e
c
y
c
l
e
d
m
a
t
e
r
i
a
l
s
e
a
c
h
will accept. Include names, a
d
d
r
e
s
s
e
s
,
a
n
d
t
e
l
e
p
h
o
n
e
n
u
m
b
e
r
s
.
2.Disposed Materials: Indicate
h
o
w
a
n
d
w
h
e
r
e
m
a
t
e
r
i
a
l
s
w
i
l
l
b
e
d
i
s
p
o
s
e
d
o
f
.
I
n
c
l
u
d
e
n
a
m
e
,
a
d
d
r
e
s
s
,
and telephone number of eac
h
l
a
n
d
f
i
l
l
f
a
c
i
l
i
t
y
.
3.Handling and Transportation
P
r
o
c
e
d
u
r
e
s
:
I
n
c
l
u
d
e
m
e
t
h
o
d
t
h
a
t
w
i
l
l
b
e
u
s
e
d
f
o
r
s
e
p
a
r
a
t
i
n
g
r
e
c
y
c
l
a
b
l
e
waste including sizes of cont
a
i
n
e
r
s
,
c
o
n
t
a
i
n
e
r
l
a
b
e
l
i
n
g
,
a
n
d
d
e
s
i
g
n
a
t
e
d
l
o
c
a
t
i
o
n
o
n
P
r
o
j
e
c
t
s
i
t
e
w
h
e
r
e
materials separation will be lo
c
a
t
e
d
.
D.Cost/Revenue Analysis: Indica
t
e
t
o
t
a
l
c
o
s
t
o
f
w
a
s
t
e
d
i
s
p
o
s
a
l
a
s
i
f
t
h
e
r
e
w
a
s
n
o
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
p
l
a
n
and net additional cost or net sa
v
i
n
g
s
r
e
s
u
l
t
i
n
g
f
r
o
m
i
m
p
l
e
m
e
n
t
i
n
g
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
p
l
a
n
.
I
n
c
l
u
d
e
t
h
e
following:1.Total quantity of waste.2.Estimated cost of disposal (c
o
s
t
p
e
r
u
n
i
t
)
.
I
n
c
l
u
d
e
h
a
u
l
i
n
g
a
n
d
t
i
p
p
i
n
g
f
e
e
s
a
n
d
c
o
s
t
o
f
c
o
l
l
e
c
t
i
o
n
containers for each type of w
a
s
t
e
.
3.Total cost of disposal (with n
o
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
)
.
4.Revenue from recycled mate
r
i
a
l
s
.
5.Savings in hauling and tippin
g
f
e
e
s
t
h
a
t
a
r
e
a
v
o
i
d
e
d
.
6.Handling and transportation c
o
s
t
s
.
I
n
c
l
u
d
e
c
o
s
t
o
f
c
o
l
l
e
c
t
i
o
n
c
o
n
t
a
i
n
e
r
s
f
o
r
e
a
c
h
t
y
p
e
o
f
w
a
s
t
e
.
7.Net additional cost or net sav
i
n
g
s
f
r
o
m
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
p
l
a
n
.
Part 2.00 Products (Not Used)
Pa
r
t
3
.
0
0
E
x
e
c
u
t
i
o
n
3.
0
1
PL
A
N
I
M
P
L
E
M
E
N
T
A
T
I
O
N
A.
Ge
n
e
r
a
l
:
I
m
p
l
e
m
e
n
t
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
p
l
a
n
a
s
a
p
p
r
o
v
e
d
b
y
O
w
n
e
r
.
P
r
o
v
i
d
e
h
a
n
d
l
i
n
g
,
c
o
n
t
a
i
n
e
r
s
,
st
o
r
a
g
e
,
s
i
g
n
a
g
e
,
t
r
a
n
s
p
o
r
t
a
t
i
o
n
,
a
n
d
o
t
h
e
r
i
t
e
m
s
a
s
r
e
q
u
i
r
e
d
t
o
i
m
p
l
e
m
e
n
t
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
p
l
a
n
du
r
i
n
g
t
h
e
e
n
t
i
r
e
d
u
r
a
t
i
o
n
o
f
t
h
e
C
o
n
t
r
a
c
t
.
B.
Wa
s
t
e
M
a
n
a
g
e
m
e
n
t
C
o
o
r
d
i
n
a
t
o
r
:
E
n
g
a
g
e
a
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
c
o
o
r
d
i
n
a
t
o
r
t
o
b
e
r
e
s
p
o
n
s
i
b
l
e
fo
r
im
p
l
e
m
e
n
t
i
n
g
,
m
o
n
i
t
o
r
i
n
g
,
a
n
d
r
e
p
o
r
t
i
n
g
s
t
a
t
u
s
o
f
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
w
o
r
k
p
l
a
n
.
C.
Tr
a
i
n
i
n
g
:
T
r
a
i
n
w
o
r
k
e
r
s
,
s
u
b
c
o
n
t
r
a
c
t
o
r
s
,
a
n
d
s
u
p
p
l
i
e
r
s
o
n
p
r
o
p
e
r
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
pr
o
c
e
d
u
r
e
s
,
a
s
ap
p
r
o
p
r
i
a
t
e
f
o
r
t
h
e
W
o
r
k
o
c
c
u
r
r
i
n
g
a
t
P
r
o
j
e
c
t
s
i
t
e
.
1.
Di
s
t
r
i
b
u
t
e
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
p
l
a
n
t
o
e
v
e
r
y
o
n
e
c
o
n
c
e
r
n
e
d
w
i
t
h
i
n
t
h
r
e
e
d
a
y
s
o
f
s
u
b
m
i
t
t
a
l
r
e
t
u
r
n
.
2.
Di
s
t
r
i
b
u
t
e
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
p
l
a
n
t
o
e
n
t
i
t
i
e
s
w
h
e
n
t
h
e
y
f
i
r
s
t
b
e
g
i
n
w
o
r
k
o
n
-
s
i
t
e
.
R
e
v
i
e
w
p
l
a
n
pr
o
c
e
d
u
r
e
s
a
n
d
l
o
c
a
t
i
o
n
s
e
s
t
a
b
l
i
s
h
e
d
f
o
r
s
a
l
v
a
g
e
,
r
e
c
y
c
l
i
n
g
,
a
n
d
di
s
p
o
s
a
l
.
D.
Si
t
e
A
c
c
e
s
s
a
n
d
T
e
m
p
o
r
a
r
y
C
o
n
t
r
o
l
s
:
C
o
n
d
u
c
t
w
a
s
t
e
m
a
n
a
g
e
m
e
n
t
o
p
e
r
a
t
i
o
n
s
t
o
e
n
s
u
r
e
m
i
n
i
m
u
m
in
t
e
r
f
e
r
e
n
c
e
w
i
t
h
r
o
a
d
s
,
s
t
r
e
e
t
s
,
w
a
l
k
s
,
w
a
l
k
w
a
y
s
,
a
n
d
o
t
h
e
r
a
d
j
a
c
e
n
t
o
c
c
u
p
i
e
d
a
n
d
u
s
e
d
f
a
c
i
l
i
t
i
e
s
.
1.
De
s
i
g
n
a
t
e
a
n
d
l
a
b
e
l
s
p
e
c
i
f
i
c
a
r
e
a
s
o
n
P
r
o
j
e
c
t
s
i
t
e
n
e
c
e
s
s
a
r
y
f
o
r
s
e
p
a
r
a
t
i
n
g
m
a
t
e
r
i
a
l
s
t
h
a
t
a
r
e
t
o
b
e
re
c
y
c
l
e
d
,
r
e
u
s
e
d
,
d
o
n
a
t
e
d
o
r
s
o
l
d
.
3.
0
2
RE
C
Y
C
L
I
N
G
D
E
M
O
L
I
T
I
O
N
A
N
D
C
O
N
S
T
R
U
C
T
I
O
N
W
A
S
T
E
,
G
E
N
E
R
A
L
A.
Ge
n
e
r
a
l
:
R
e
c
y
c
l
e
p
a
p
e
r
a
n
d
b
e
v
e
r
a
g
e
c
o
n
t
a
i
n
e
r
s
u
s
e
d
b
y
o
n
-
s
i
t
e
w
o
r
k
e
r
s
.
B.
Re
c
y
c
l
i
n
g
I
n
c
e
n
t
i
v
e
s
:
R
e
v
e
n
u
e
s
,
s
a
v
i
n
g
s
,
r
e
b
a
t
e
s
,
t
a
x
c
r
e
d
i
t
s
,
a
n
d
o
t
h
e
r
i
n
c
e
n
t
i
v
e
s
r
e
c
e
i
v
e
d
fo
r
re
c
y
c
l
i
n
g
w
a
s
t
e
m
a
t
e
r
i
a
l
s
s
h
a
l
l
a
c
c
r
u
e
t
o
C
o
n
t
r
a
c
t
o
r
.
C.
Pr
o
c
e
d
u
r
e
s
:
C
o
o
r
d
i
n
a
t
e
w
a
s
t
e
c
o
l
l
e
c
t
i
o
n
a
n
d
s
e
p
a
r
a
t
i
o
n
r
e
q
u
i
r
e
m
e
n
t
s
w
i
t
h
r
e
c
y
c
l
i
n
g
r
e
c
e
i
v
e
r
.
1.
Pr
o
v
i
d
e
a
p
p
r
o
p
r
i
a
t
e
l
y
m
a
r
k
e
d
c
o
n
t
a
i
n
e
r
s
o
r
b
i
n
s
f
o
r
c
o
n
t
r
o
l
l
i
n
g
r
e
c
y
c
l
a
b
l
e
w
a
s
t
e
u
n
t
i
l
t
h
e
y
a
r
e
r
e
m
o
v
e
d
fr
o
m
P
r
o
j
e
c
t
s
i
t
e
.
I
n
c
l
u
d
e
l
i
s
t
o
f
a
c
c
e
p
t
a
b
l
e
a
n
d
u
n
a
c
c
e
p
t
a
b
l
e
m
a
t
e
r
i
a
l
s
a
t
e
a
c
h
c
o
n
t
a
i
n
e
r
a
n
d
b
i
n
.
a.
In
s
p
e
c
t
c
o
n
t
a
i
n
e
r
s
a
n
d
b
i
n
s
f
o
r
c
o
n
t
a
m
i
n
a
t
i
o
n
a
n
d
r
e
m
o
v
e
c
o
n
t
a
m
i
n
a
t
e
d
m
a
t
e
r
i
a
l
s
i
f
f
o
u
n
d
.
2.
St
o
c
k
p
i
l
e
p
r
o
c
e
s
s
e
d
m
a
t
e
r
i
a
l
s
o
n
-
s
i
t
e
w
i
t
h
o
u
t
i
n
t
e
r
m
i
x
i
n
g
w
i
t
h
o
t
h
e
r
m
a
t
e
r
i
a
l
s
.
P
l
a
c
e
,
g
r
a
d
e
,
a
n
d
sh
a
p
e
s
t
o
c
k
p
i
l
e
s
t
o
d
r
a
i
n
s
u
r
f
a
c
e
w
a
t
e
r
.
C
o
v
e
r
t
o
p
r
e
v
e
n
t
w
i
n
d
b
l
o
w
n
d
u
s
t
.
3.
St
o
c
k
p
i
l
e
m
a
t
e
r
i
a
l
s
a
w
a
y
f
r
o
m
c
o
n
s
t
r
u
c
t
i
o
n
a
r
e
a
.
D
o
n
o
t
s
t
o
r
e
w
i
t
h
i
n
d
r
i
p
l
i
n
e
o
f
r
e
m
a
i
n
i
n
g
t
r
e
e
s
.
4.
St
o
r
e
c
o
m
p
o
n
e
n
t
s
o
f
f
t
h
e
g
r
o
u
n
d
a
n
d
p
r
o
t
e
c
t
f
r
o
m
t
h
e
w
e
a
t
h
e
r
.
5.
Re
m
o
v
e
r
e
c
y
c
l
a
b
l
e
w
a
s
t
e
o
f
f
O
w
n
e
r
'
s
p
r
o
p
e
r
t
y
a
n
d
t
r
a
n
s
p
o
r
t
t
o
r
e
c
y
c
l
i
n
g
r
e
c
e
i
v
e
r
o
r
p
r
o
c
e
s
s
o
r
.
3.
0
4
RE
C
Y
C
L
I
N
G
C
O
N
S
T
R
U
C
T
I
O
N
W
A
S
T
E
A.
Pa
c
k
a
g
i
n
g
:
1.
Ca
r
d
b
o
a
r
d
a
n
d
B
o
x
e
s
:
B
r
e
a
k
d
o
w
n
p
a
c
k
a
g
i
n
g
i
n
t
o
f
l
a
t
s
h
e
e
t
s
.
B
u
n
d
l
e
a
n
d
s
t
o
r
e
i
n
a
d
r
y
l
o
c
a
t
i
o
n
.
2.
Po
l
y
s
t
y
r
e
n
e
P
a
c
k
a
g
i
n
g
:
S
e
p
a
r
a
t
e
a
n
d
b
a
g
m
a
t
e
r
i
a
l
s
.
3.
Pa
l
l
e
t
s
:
A
s
m
u
c
h
a
s
p
o
s
s
i
b
l
e
,
r
e
q
u
i
r
e
d
e
l
i
v
e
r
i
e
s
u
s
i
n
g
p
a
l
l
e
t
s
t
o
r
e
m
o
v
e
p
a
l
l
e
t
s
f
r
o
m
P
r
o
j
e
c
t
s
i
t
e
.
F
o
r
pa
l
l
e
t
s
t
h
a
t
r
e
m
a
i
n
o
n
-
s
i
t
e
,
b
r
e
a
k
d
o
w
n
p
a
l
l
e
t
s
i
n
t
o
c
o
m
p
o
n
e
n
t
w
o
o
d
p
i
e
c
e
s
a
n
d
c
o
m
p
l
y
w
i
t
h
re
q
u
i
r
e
m
e
n
t
s
f
o
r
r
e
c
y
c
l
i
n
g
w
o
o
d
.
4.
Cr
a
t
e
s
:
B
r
e
a
k
d
o
w
n
c
r
a
t
e
s
i
n
t
o
c
o
m
p
o
n
e
n
t
w
o
o
d
p
i
e
c
e
s
a
n
d
c
o
m
p
l
y
w
i
t
h
r
e
q
u
i
r
e
m
e
n
t
s
f
o
r
r
e
c
y
c
l
i
n
g
wo
o
d
.
B.
Si
t
e
-
C
l
e
a
r
i
n
g
W
a
s
t
e
s
:
C
h
i
p
b
r
u
s
h
,
b
r
a
n
c
h
e
s
,
a
n
d
t
r
e
e
s
o
n
-
s
i
t
e
.
3.
0
4
DI
S
P
O
S
A
L
O
F
W
A
S
T
E
A.
Ge
n
e
r
a
l
:
E
x
c
e
p
t
f
o
r
i
t
e
m
s
o
r
m
a
t
e
r
i
a
l
s
t
o
b
e
s
a
l
v
a
g
e
d
,
r
e
c
y
c
l
e
d
,
o
r
o
t
h
e
r
w
i
s
e
r
e
u
s
e
d
,
r
e
m
o
v
e
w
a
s
t
e
ma
t
e
r
i
a
l
s
f
r
o
m
P
r
o
j
e
c
t
s
i
t
e
a
n
d
l
e
g
a
l
l
y
d
i
s
p
o
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f
t
h
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m
i
n
a
l
a
n
d
f
i
l
l
a
c
c
e
p
t
a
b
l
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t
o
a
u
t
h
o
r
i
t
i
e
s
h
a
v
i
n
g
ju
r
i
s
d
i
c
t
i
o
n
.
1.
Ex
c
e
p
t
a
s
o
t
h
e
r
w
i
s
e
s
p
e
c
i
f
i
e
d
,
d
o
n
o
t
a
l
l
o
w
w
a
s
t
e
m
a
t
e
r
i
a
l
s
t
h
a
t
a
r
e
t
o
b
e
d
i
s
p
o
s
e
d
o
f
a
c
c
u
m
u
l
a
t
e
on
-
s
i
t
e
.
2.
Re
m
o
v
e
a
n
d
t
r
a
n
s
p
o
r
t
d
e
b
r
i
s
i
n
a
m
a
n
n
e
r
t
h
a
t
w
i
l
l
p
r
e
v
e
n
t
s
p
i
l
l
a
g
e
o
n
a
d
j
a
c
e
n
t
s
u
r
f
a
c
e
s
a
n
d
a
r
e
a
s
.
B.
Bu
r
n
i
n
g
:
D
o
n
o
t
b
u
r
n
w
a
s
t
e
m
a
t
e
r
i
a
l
s
.
C.
Di
s
p
o
s
a
l
:
T
r
a
n
s
p
o
r
t
w
a
s
t
e
m
a
t
e
r
i
a
l
s
o
f
f
O
w
n
e
r
'
s
p
r
o
p
e
r
t
y
a
n
d
l
e
g
a
l
l
y
d
i
s
p
o
s
e
o
f
t
h
e
m
.
1.
0
4
IL
L
U
M
I
N
A
T
E
D
S
I
G
N
A
G
E
A.
Ow
n
e
r
'
s
V
e
n
d
o
r
s
h
a
l
l
s
u
p
p
l
y
a
n
d
i
n
s
t
a
l
l
a
l
l
i
l
l
u
m
i
n
a
t
e
d
e
x
t
e
r
i
o
r
b
u
i
l
d
i
n
g
s
i
g
n
a
g
e
u
n
d
e
r
a
s
e
p
a
r
a
t
e
co
n
t
r
a
c
t
.
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
b
e
r
e
s
p
o
n
s
i
b
l
e
f
o
r
s
u
p
p
l
y
i
n
g
i
n
d
i
v
i
d
u
a
l
e
l
e
c
t
r
i
c
a
l
s
t
u
b
-
u
p
s
a
t
e
a
c
h
s
i
g
n
o
r
si
g
n
l
e
t
t
e
r
a
s
r
e
q
u
i
r
e
d
p
e
r
p
l
a
n
.
B.
Ow
n
e
r
'
s
V
e
n
d
o
r
s
h
a
l
l
s
u
p
p
l
y
a
n
d
i
n
s
t
a
l
l
i
l
l
u
m
i
n
a
t
e
d
s
i
g
n
a
g
e
o
n
f
r
e
e
-
s
t
a
n
d
i
n
g
b
a
s
e
.
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
su
p
p
l
y
e
l
e
c
t
r
i
c
a
l
s
e
r
v
i
c
e
a
n
d
a
p
p
r
o
p
r
i
a
t
e
s
t
u
b
-
o
u
t
s
w
i
t
h
i
n
s
i
g
n
b
a
s
e
a
s
r
e
q
u
i
r
e
d
p
e
r
p
l
a
n
s
.
1.
0
5
Al
l
C
a
r
p
e
t
:
O
w
n
e
r
w
i
l
l
s
u
p
p
l
y
a
n
d
i
n
s
t
a
l
l
.
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
c
o
o
r
d
i
n
a
t
e
w
i
t
h
O
w
n
e
r
'
s
A
g
e
n
t
.
1.
0
6
Wa
t
e
r
S
o
f
t
e
n
e
r
:
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
p
l
u
m
b
a
l
l
s
o
f
t
w
a
t
e
r
l
i
n
e
s
a
n
d
s
t
u
b
o
u
t
f
o
r
u
n
i
t
h
o
o
k
-
u
p
.
O
w
n
e
r
'
s
A
g
e
n
t
w
i
l
l
su
p
p
l
y
a
n
d
i
n
s
t
a
l
l
s
o
f
t
e
n
e
r
u
n
i
t
.
1.
0
7
Mu
s
i
c
,
I
n
t
e
r
c
o
m
S
y
s
t
e
m
:
O
w
n
e
r
'
s
A
g
e
n
t
s
h
a
l
l
s
u
p
p
l
y
a
n
d
i
n
s
t
a
l
l
c
o
m
p
l
e
t
e
m
u
s
i
c
s
y
s
t
e
m
.
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
su
p
p
l
y
e
l
e
c
t
r
i
c
a
l
s
e
r
v
i
c
e
p
e
r
p
l
a
n
s
a
n
d
c
o
o
r
d
i
n
a
t
e
i
n
s
t
a
l
l
a
t
i
o
n
w
i
t
h
O
w
n
e
r
'
s
A
g
e
n
t
.
C
o
n
t
r
a
c
t
o
r
t
o
s
u
p
p
l
y
ad
e
q
u
a
t
e
w
o
o
d
b
a
c
k
i
n
g
t
o
i
n
s
t
a
l
l
a
l
l
n
e
c
e
s
s
a
r
y
e
q
u
i
p
m
e
n
t
.
D.
We
l
d
i
n
g
:
A
l
l
w
e
l
d
i
n
g
s
h
a
l
l
b
e
p
e
r
A
.
W
.
S
.
S
t
a
n
d
a
r
d
s
b
y
e
l
e
c
t
r
i
c
a
r
c
m
e
t
h
o
d
w
i
t
h
r
o
d
o
f
s
a
m
e
c
o
m
p
o
s
i
t
i
o
n
as
p
a
r
t
s
w
e
l
d
e
d
.
M
a
k
e
w
e
l
d
s
c
o
m
p
l
e
t
e
,
s
t
r
o
n
g
a
n
d
d
u
c
t
i
l
e
,
w
i
t
h
r
u
b
b
l
e
g
r
o
u
n
d
o
f
f
a
n
d
j
o
i
n
t
s
f
i
n
i
s
h
e
d
sm
o
o
t
h
,
p
o
l
i
s
h
e
d
a
n
d
r
e
g
r
a
i
n
e
d
.
W
e
l
d
s
s
h
a
l
l
n
o
t
b
e
v
i
s
i
b
l
e
o
n
a
n
y
e
x
p
o
s
e
d
s
u
r
f
a
c
e
,
p
r
e
s
e
n
t
i
n
g
a
u
n
i
f
i
e
d
an
d
c
o
n
t
i
n
u
o
u
s
a
p
p
e
a
r
a
n
c
e
.
No
t
e
:
A
l
l
w
e
l
d
i
n
g
s
h
a
l
l
b
e
o
f
a
n
o
n
-
t
o
x
i
c
n
a
t
u
r
e
w
h
e
n
u
s
e
d
o
n
s
u
r
f
a
c
e
s
e
x
p
o
s
e
d
t
o
u
n
p
a
c
k
a
g
e
d
fo
o
d
.
E.
Gr
i
n
d
i
n
g
,
P
o
l
i
s
h
i
n
g
,
F
i
n
i
s
h
i
n
g
:
A
n
y
m
a
t
e
r
i
a
l
s
u
n
k
e
n
o
r
d
e
p
r
e
s
s
e
d
b
y
w
e
l
d
i
n
g
o
p
e
r
a
t
i
o
n
s
h
a
l
l
b
e
ha
m
m
e
r
e
d
a
n
d
p
e
e
n
e
d
f
l
u
s
h
w
i
t
h
a
d
j
a
c
e
n
t
s
u
r
f
a
c
e
s
a
n
d
,
i
f
n
e
c
e
s
s
a
r
y
,
g
r
o
u
n
d
a
g
a
i
n
t
o
e
l
i
m
i
n
a
t
e
l
o
w
sp
o
t
s
.
S
u
r
f
a
c
e
s
s
h
o
w
i
n
g
e
v
i
d
e
n
c
e
o
f
w
a
r
p
a
g
e
a
n
d
/
o
r
b
u
r
n
d
i
s
c
o
l
o
r
a
t
i
o
n
d
u
e
t
o
e
x
c
e
s
s
i
v
e
h
e
a
t
i
n
g
w
i
l
l
no
t
b
e
a
c
c
e
p
t
e
d
.
No
t
e
:
I
n
a
l
l
c
a
s
e
s
,
t
e
x
t
u
r
e
s
f
r
o
m
r
o
u
g
h
g
r
i
n
d
i
n
g
s
h
a
l
l
b
e
r
e
m
o
v
e
d
b
y
s
u
c
c
e
s
s
i
v
e
f
i
n
e
r
p
o
l
i
s
h
i
n
g
op
e
r
a
t
i
o
n
s
u
n
t
i
l
t
h
e
g
r
a
i
n
o
f
t
h
e
e
n
t
i
r
e
s
u
r
f
a
c
e
i
s
h
o
m
o
g
e
n
o
u
s
.
1.
1
9
.
EQ
U
I
P
M
E
N
T
A
D
J
U
S
T
M
E
N
T
:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
t
u
r
n
o
n
a
l
l
f
o
o
d
s
e
r
v
i
c
e
e
q
u
i
p
m
e
n
t
;
t
e
s
t
f
o
r
l
e
a
k
s
,
p
o
o
r
co
n
n
e
c
t
i
o
n
s
,
i
n
a
d
e
q
u
a
t
e
o
r
f
a
u
l
t
y
p
e
r
f
o
r
m
a
n
c
e
,
c
a
l
i
b
r
a
t
e
a
n
d
c
o
r
r
e
c
t
,
i
f
n
e
c
e
s
s
a
r
y
;
a
d
j
u
s
t
f
o
r
p
r
o
p
e
r
op
e
r
a
t
i
o
n
.
A
l
l
t
h
e
r
m
o
s
t
a
t
i
c
a
l
l
y
c
o
n
t
r
o
l
l
e
d
e
q
u
i
p
m
e
n
t
a
n
d
e
q
u
i
p
m
e
n
t
w
i
t
h
a
u
t
o
m
a
t
i
c
f
e
a
t
u
r
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s
s
h
a
l
l
b
e
op
e
r
a
t
e
d
f
o
r
a
s
u
f
f
i
c
i
e
n
t
l
e
n
g
t
h
o
f
t
i
m
e
t
o
p
r
o
v
e
c
o
n
t
r
o
l
s
a
r
e
f
u
n
c
t
i
o
n
i
n
g
a
s
i
n
t
e
n
d
e
d
.
A
l
l
f
o
o
d
s
e
r
v
i
c
e
p
l
a
n
s
,
sh
o
p
d
r
a
w
i
n
g
s
a
n
d
e
q
u
i
p
m
e
n
t
b
r
o
c
h
u
r
e
s
(
e
q
u
i
p
m
e
n
t
s
p
e
c
i
f
i
c
a
t
i
o
n
s
h
e
e
t
s
)
a
r
e
t
o
r
e
m
a
i
n
a
t
t
h
e
s
t
o
r
e
a
n
d
ha
n
d
e
d
o
v
e
r
t
o
t
h
e
S
t
o
r
e
M
a
n
a
g
e
r
f
o
r
f
u
t
u
r
e
r
e
f
e
r
e
n
c
e
.
1.
2
0
TE
S
T
I
N
G
:
T
h
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
t
e
s
t
a
l
l
w
a
t
e
r
a
n
d
g
a
s
p
i
p
i
n
g
b
u
i
l
t
w
i
t
h
i
n
t
h
e
f
o
o
d
s
e
r
v
i
c
e
e
q
u
i
p
m
e
n
t
f
o
r
le
a
k
s
u
s
i
n
g
a
p
p
r
o
v
e
d
t
e
s
t
i
n
g
p
r
o
c
e
d
u
r
e
s
.
1.
2
1
CO
M
P
L
E
T
I
O
N
A.
Th
e
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
r
e
m
o
v
e
a
l
l
p
r
o
t
e
c
t
i
v
e
c
o
v
e
r
i
n
g
,
t
a
g
s
,
l
a
b
e
l
s
,
a
n
d
t
a
p
e
o
n
t
h
e
O
w
n
e
r
f
u
r
n
i
s
h
e
d
i
t
e
m
s
.
B.
Th
e
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1.
1
5
SU
B
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1.
1
6
FO
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a
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l
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o
p
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l
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a
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r
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C.
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o
v
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b
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a
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s
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o
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a
r
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D.
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s
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p
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q
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s
.
1.
1
7
.
SE
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d
f
l
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s
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t
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fl
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s
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d
w
a
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l
s
.
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o
v
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c
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b
r
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s
.
1.
1
8
.
WO
R
K
M
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A.
Gr
a
i
n
i
n
g
:
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h
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v
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:
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c
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0
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e
n
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l
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R
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R
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N
1.
0
1
RE
Q
U
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R
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M
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:
A.
Pr
o
v
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(
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)
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1.
0
2
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R
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A.
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r
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p
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s
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m
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l
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a
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h
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k
.
1.
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o
r
e
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n
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c
c
o
r
d
a
n
c
e
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t
h
m
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u
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r
'
s
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t
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w
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d
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b
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l
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t
a
c
t
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n
d
l
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i
b
l
e
.
B.
St
o
r
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p
r
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c
t
s
s
u
b
j
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c
t
t
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m
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a
t
h
e
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t
i
g
h
t
e
n
c
l
o
s
u
r
e
s
.
1.
Ma
i
n
t
a
i
n
t
e
m
p
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r
a
t
u
r
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s
w
i
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h
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r
a
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b
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m
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f
a
c
t
u
r
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r
'
s
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n
s
t
r
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c
t
i
o
n
s
.
2.
Pr
o
v
i
d
e
h
u
m
i
d
i
t
y
c
o
n
t
r
o
l
f
o
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n
s
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t
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v
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p
r
o
d
u
c
t
s
,
a
s
r
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q
u
i
r
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d
b
y
m
a
n
u
f
a
c
t
u
r
e
r
'
s
i
n
s
t
r
u
c
t
i
o
n
s
.
3.
St
o
r
e
u
n
p
a
c
k
e
d
p
r
o
d
u
c
t
s
o
n
s
h
e
l
v
e
s
,
i
n
b
i
n
s
,
o
r
i
n
n
e
a
t
p
i
l
e
s
,
a
c
c
e
s
s
i
b
l
e
f
o
r
i
n
s
p
e
c
t
i
o
n
.
C.
Pr
o
v
i
d
e
s
u
b
s
t
a
n
t
i
a
l
p
l
a
t
f
o
r
m
s
,
b
l
o
c
k
i
n
g
o
r
s
k
i
d
s
t
o
s
u
p
p
o
r
t
f
a
b
r
i
c
a
t
e
d
p
r
o
d
u
c
t
s
a
b
o
v
e
g
r
o
u
n
d
a
n
d
t
o
pr
e
v
e
n
t
s
o
i
l
i
n
g
a
n
d
s
t
a
i
n
i
n
g
.
1.
Co
v
e
r
p
r
o
d
u
c
t
s
,
s
u
b
j
e
c
t
t
o
d
i
s
c
o
l
o
r
a
t
i
o
n
o
r
d
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t
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r
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o
r
a
t
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o
n
f
r
o
m
e
x
p
o
s
u
r
e
t
o
t
h
e
e
l
e
m
e
n
t
s
,
w
i
t
h
im
p
e
r
v
i
o
u
s
s
h
e
e
t
c
o
v
e
r
i
n
g
s
.
P
r
o
v
i
d
e
a
d
e
q
u
a
t
e
v
e
n
t
i
l
a
t
i
o
n
t
o
a
v
o
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d
c
o
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d
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n
s
a
t
i
o
n
.
D.
St
o
r
e
l
o
o
s
e
g
r
a
n
u
l
a
r
m
a
t
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r
i
a
l
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o
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s
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l
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d
s
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r
f
a
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s
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c
h
a
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p
a
v
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d
a
r
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,
o
r
p
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l
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w
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o
d
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s
h
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t
ma
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r
i
a
l
s
t
o
p
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t
m
i
x
i
n
g
w
i
t
h
f
o
r
e
i
g
n
m
a
t
t
e
r
.
1.
Pr
o
v
i
d
e
s
u
r
f
a
c
e
d
r
a
i
n
a
g
e
t
o
p
r
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v
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n
t
f
l
o
w
o
r
p
o
n
d
i
n
g
o
f
r
a
i
n
w
a
t
e
r
.
2.
Pr
e
v
e
n
t
c
o
n
t
a
m
i
n
a
t
i
o
n
w
i
t
h
c
h
e
m
i
c
a
l
l
y
i
n
j
u
r
i
o
u
s
m
a
t
t
e
r
o
r
l
i
q
u
i
d
.
E.
Ar
r
a
n
g
e
s
t
o
r
a
g
e
i
n
a
m
a
n
n
e
r
t
o
p
r
o
v
i
d
e
e
a
s
y
a
c
c
e
s
s
.
F.
Ma
t
e
r
i
a
l
s
n
o
t
s
t
o
r
e
d
o
n
j
o
b
s
i
t
e
s
h
a
l
l
b
e
s
t
o
r
e
d
i
n
a
b
o
n
d
e
d
w
a
r
e
h
o
u
s
e
.
1.
0
3
MA
I
N
T
E
N
A
N
C
E
O
F
S
T
O
R
A
G
E
:
A.
Ma
i
n
t
a
i
n
p
e
r
i
o
d
i
c
s
y
s
t
e
m
o
f
i
n
s
p
e
c
t
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o
n
o
f
s
t
o
r
e
d
p
r
o
d
u
c
t
s
o
n
s
c
h
e
d
u
l
e
d
b
a
s
i
s
t
o
a
s
s
u
r
e
t
h
a
t
:
1.
St
a
t
e
o
f
s
t
o
r
a
g
e
f
a
c
i
l
i
t
i
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s
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s
a
d
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q
u
a
t
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p
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v
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d
e
r
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q
u
i
r
e
d
c
o
n
d
i
t
i
o
n
s
.
2.
Re
q
u
i
r
e
d
e
n
v
i
r
o
n
m
e
n
t
a
l
c
o
n
d
i
t
i
o
n
s
a
r
e
m
a
i
n
t
a
i
n
e
d
o
n
c
o
n
t
i
n
u
i
n
g
b
a
s
i
s
.
3.
Su
r
f
a
c
e
s
o
f
p
r
o
d
u
c
t
s
e
x
p
o
s
e
d
t
o
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l
e
m
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n
t
s
a
r
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n
o
t
a
d
v
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r
s
e
l
y
a
f
f
e
c
t
e
d
.
a.
An
y
w
e
a
t
h
e
r
i
n
g
o
f
p
r
o
d
u
c
t
s
,
c
o
a
t
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n
g
s
o
r
f
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n
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s
h
e
s
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s
u
n
a
c
c
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p
t
a
b
l
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n
d
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t
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q
u
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r
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m
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n
t
s
o
f
C
o
n
t
r
a
c
t
Do
c
u
m
e
n
t
s
.
4.
Me
c
h
a
n
i
c
a
l
a
n
d
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l
e
c
t
r
i
c
a
l
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q
u
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p
m
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n
t
w
h
i
c
h
r
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q
u
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r
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s
s
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v
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c
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g
d
u
r
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n
g
l
o
n
g
t
e
r
m
s
t
o
r
a
g
e
s
h
a
l
l
h
a
v
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co
m
p
l
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t
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m
a
n
u
f
a
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t
u
r
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r
'
s
i
n
s
t
r
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c
t
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f
o
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v
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c
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g
a
c
c
o
m
p
a
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y
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n
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e
a
c
h
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t
e
m
,
w
i
t
h
n
o
t
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c
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o
f
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n
c
l
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d
in
s
t
r
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c
t
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s
s
h
o
w
n
o
n
e
x
t
e
r
i
o
r
o
f
p
a
c
k
a
g
e
.
C
o
m
p
l
y
w
i
t
h
m
a
n
u
f
a
c
t
u
r
e
r
'
s
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s
t
r
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c
t
i
o
n
s
o
n
s
c
h
e
d
u
l
e
d
ba
s
i
s
.
1.
0
4
PR
O
T
E
C
T
I
O
N
A
F
T
E
R
I
N
S
T
A
L
L
A
T
I
O
N
:
A.
Pr
o
v
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d
e
p
r
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t
e
c
t
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o
n
o
f
i
n
s
t
a
l
l
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d
p
r
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d
u
c
t
s
t
o
p
r
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v
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n
t
d
a
m
a
g
e
f
r
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m
s
u
b
s
e
q
u
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n
t
o
p
e
r
a
t
i
o
n
s
.
R
e
m
o
v
e
w
h
e
n
no
l
o
n
g
e
r
n
e
e
d
e
d
,
p
r
i
o
r
t
o
c
o
m
p
l
e
t
i
o
n
o
f
w
o
r
k
.
B.
Co
n
t
r
o
l
t
r
a
f
f
i
c
t
o
p
r
e
v
e
n
t
d
a
m
a
g
e
t
o
e
q
u
i
p
m
e
n
t
a
n
d
s
u
r
f
a
c
e
s
.
C.
Pr
o
v
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d
e
c
o
v
e
r
i
n
g
s
t
o
p
r
o
t
e
c
t
f
i
n
i
s
h
e
d
s
u
r
f
a
c
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s
f
r
o
m
d
a
m
a
g
e
.
C
o
v
e
r
p
r
o
j
e
c
t
i
o
n
s
,
w
a
l
l
c
o
r
n
e
r
s
,
a
n
d
j
a
m
b
s
,
si
l
l
s
a
n
d
s
o
f
f
i
t
s
o
f
o
p
e
n
i
n
g
s
,
i
n
a
r
e
a
s
u
s
e
d
f
o
r
t
r
a
f
f
i
c
a
n
d
f
o
r
p
a
s
s
a
g
e
o
f
p
r
o
d
u
c
t
s
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n
s
u
b
s
e
q
u
e
n
t
w
o
r
k
.
Pa
r
t
2
.
0
0
P
r
o
d
u
c
t
s
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t
u
s
e
d
.
Pa
r
t
3
.
0
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x
e
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t
i
o
n
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t
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s
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d
.
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r
t
1
.
0
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e
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l
SE
C
T
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O
N
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1
6
3
0
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T
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T
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O
N
1.
0
1
RE
Q
U
I
R
E
M
E
N
T
S
:
A.
Fu
r
n
i
s
h
a
n
d
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n
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t
a
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p
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d
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p
t
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c
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d
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t
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b
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t
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s
s
p
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c
i
f
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d
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n
t
h
i
s
S
e
c
t
i
o
n
.
1.
0
2
PR
O
D
U
C
T
S
L
I
S
T
:
A.
Wi
t
h
i
n
f
i
f
t
e
e
n
(
1
5
)
d
a
y
s
a
f
t
e
r
a
w
a
r
d
o
f
C
o
n
t
r
a
c
t
,
s
u
b
m
i
t
t
o
O
w
n
e
r
f
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v
e
(
5
)
c
o
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p
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m
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j
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pr
o
d
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c
t
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p
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e
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f
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s
t
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l
l
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t
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o
n
.
B.
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b
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l
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t
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s
s
e
c
t
i
o
n
n
u
m
b
e
r
a
n
d
t
i
t
l
e
.
C.
Fo
r
p
r
o
d
u
c
t
s
s
p
e
c
i
f
i
e
d
b
y
r
e
f
e
r
e
n
c
e
s
t
a
n
d
a
r
d
s
,
l
i
s
t
f
o
r
e
a
c
h
p
r
o
d
u
c
t
t
h
e
f
o
l
l
o
w
i
n
g
:
1.
Na
m
e
a
n
d
a
d
d
r
e
s
s
o
f
m
a
n
u
f
a
c
t
u
r
e
r
.
2.
Tr
a
d
e
n
a
m
e
.
3.
Mo
d
e
l
o
r
c
a
t
a
l
o
g
d
e
s
i
g
n
a
t
i
o
n
.
4.
Ma
n
u
f
a
c
t
u
r
e
r
'
s
d
a
t
a
:
a.
Re
f
e
r
e
n
c
e
s
t
a
n
d
a
r
d
s
.
b.
Pe
r
f
o
r
m
a
n
c
e
t
e
s
t
d
a
t
a
.
1.
0
3
CO
N
T
R
A
C
T
O
R
'
S
O
P
T
I
O
N
S
:
A.
Fo
r
p
r
o
d
u
c
t
s
s
p
e
c
i
f
i
e
d
b
y
r
e
f
e
r
e
n
c
e
s
t
a
n
d
a
r
d
,
s
e
l
e
c
t
a
p
r
o
d
u
c
t
b
y
a
n
y
m
a
n
u
f
a
c
t
u
r
e
r
m
e
e
t
i
n
g
t
h
a
t
st
a
n
d
a
r
d
.
B.
Fo
r
p
r
o
d
u
c
t
s
s
p
e
c
i
f
i
e
d
b
y
m
a
n
u
f
a
c
t
u
r
e
r
s
p
r
o
p
r
i
e
t
a
r
y
d
e
s
i
g
n
a
t
i
o
n
s
,
s
e
l
e
c
t
a
n
y
o
n
e
o
f
t
h
e
n
a
m
e
d
p
r
o
d
u
c
t
s
.
C.
Fo
r
o
r
a
c
c
e
p
t
a
b
l
e
e
q
u
a
l
p
r
o
d
u
c
t
s
,
s
u
b
m
i
t
r
e
q
u
e
s
t
f
o
r
a
s
u
b
s
t
i
t
u
t
e
p
r
o
d
u
c
t
w
h
i
c
h
i
s
n
o
t
s
p
e
c
i
f
i
c
a
l
l
y
n
a
m
e
d
.
Al
l
p
r
o
d
u
c
t
s
u
b
s
t
i
t
u
t
i
o
n
s
m
u
s
t
b
e
a
c
c
o
m
p
a
n
i
e
d
b
y
a
c
r
e
d
i
t
.
1.
0
4
SU
B
S
T
I
T
U
T
I
O
N
S
:
A.
Wi
t
h
i
n
a
p
e
r
i
o
d
o
f
t
w
e
n
t
y
(
2
0
)
d
a
y
s
a
f
t
e
r
a
w
a
r
d
o
f
C
o
n
t
r
a
c
t
,
O
w
n
e
r
w
i
l
l
c
o
n
s
i
d
e
r
f
o
r
m
a
l
r
e
q
u
e
s
t
s
f
r
o
m
t
h
e
Co
n
t
r
a
c
t
o
r
f
o
r
s
u
b
s
t
i
t
u
t
i
o
n
o
f
p
r
o
d
u
c
t
s
.
A
f
t
e
r
t
h
e
e
n
d
o
f
t
h
a
t
p
e
r
i
o
d
,
r
e
q
u
e
s
t
s
w
i
l
l
b
e
c
o
n
s
i
d
e
r
e
d
o
n
l
y
i
n
ca
s
e
o
f
p
r
o
d
u
c
t
u
n
a
v
a
i
l
a
b
i
l
i
t
y
.
B.
Su
b
m
i
t
f
i
v
e
(
5
)
c
o
p
i
e
s
o
f
r
e
q
u
e
s
t
f
o
r
e
a
c
h
s
u
b
s
t
i
t
u
t
i
o
n
.
S
u
p
p
o
r
t
e
a
c
h
r
e
q
u
e
s
t
w
i
t
h
:
1.
Co
m
p
l
e
t
e
d
a
t
a
s
u
b
s
t
a
n
t
i
a
t
i
n
g
c
o
m
p
l
i
a
n
c
e
o
f
p
r
o
p
o
s
e
d
s
u
b
s
t
i
t
u
t
i
o
n
w
i
t
h
r
e
q
u
i
r
e
m
e
n
t
s
s
t
a
t
e
d
i
n
Co
n
t
r
a
c
t
D
o
c
u
m
e
n
t
s
.
a.
Pr
o
d
u
c
t
i
d
e
n
t
i
f
i
c
a
t
i
o
n
,
i
n
c
l
u
d
i
n
g
m
a
n
u
f
a
c
t
u
r
e
r
'
s
n
a
m
e
a
n
d
a
d
d
r
e
s
s
.
b.
Ma
n
u
f
a
c
t
u
r
e
r
'
s
l
i
t
e
r
a
t
u
r
e
t
h
a
t
s
h
a
l
l
i
d
e
n
t
i
f
y
:
i.
P
r
o
d
u
c
t
d
e
s
c
r
i
p
t
i
o
n
.
ii
.
R
e
f
e
r
e
n
c
e
s
t
a
n
d
a
r
d
s
.
ii
i
.
P
e
r
f
o
r
m
a
n
c
e
a
n
d
t
e
s
t
d
a
t
a
.
c.
Sa
m
p
l
e
s
,
a
s
a
p
p
l
i
c
a
b
l
e
.
d.
Na
m
e
a
n
d
a
d
d
r
e
s
s
o
f
s
i
m
i
l
a
r
p
r
o
j
e
c
t
s
o
n
w
h
i
c
h
p
r
o
d
u
c
t
h
a
s
b
e
e
n
u
s
e
d
,
a
n
d
d
a
t
e
o
f
e
a
c
h
in
s
t
a
l
l
a
t
i
o
n
,
i
f
r
e
q
u
e
s
t
e
d
b
y
O
w
n
e
r
.
2.
Ac
c
u
r
a
t
e
c
o
s
t
d
a
t
a
c
o
m
p
a
r
i
n
g
p
r
o
p
o
s
e
d
s
u
b
s
t
i
t
u
t
i
o
n
w
i
t
h
p
r
o
d
u
c
t
s
p
e
c
i
f
i
e
d
.
a.
Am
o
u
n
t
o
f
n
e
t
c
r
e
d
i
t
s
t
o
C
o
n
t
r
a
c
t
S
u
m
.
3.
De
s
i
g
n
a
t
i
o
n
o
f
a
v
a
i
l
a
b
i
l
i
t
y
o
f
m
a
i
n
t
e
n
a
n
c
e
s
e
r
v
i
c
e
s
.
C.
Su
b
s
t
i
t
u
t
i
o
n
s
w
i
l
l
n
o
t
b
e
c
o
n
s
i
d
e
r
e
d
f
o
r
a
c
c
e
p
t
a
n
c
e
w
h
e
n
:
1.
Th
e
y
a
r
e
i
n
d
i
c
a
t
e
d
o
r
i
m
p
l
i
e
d
o
n
s
h
o
p
d
r
a
w
i
n
g
s
o
r
p
r
o
d
u
c
t
d
a
t
a
s
u
b
m
i
t
t
a
l
s
w
i
t
h
o
u
t
a
f
o
r
m
a
l
r
e
q
u
e
s
t
fr
o
m
C
o
n
t
r
a
c
t
o
r
.
2.
Th
e
y
a
r
e
r
e
q
u
e
s
t
e
d
d
i
r
e
c
t
l
y
b
y
a
s
u
b
c
o
n
t
r
a
c
t
o
r
o
r
s
u
p
p
l
i
e
r
.
3.
Ac
c
e
p
t
a
n
c
e
w
i
l
l
r
e
q
u
i
r
e
s
u
b
s
t
a
n
t
i
a
l
r
e
v
i
s
i
o
n
o
f
C
o
n
t
r
a
c
t
D
o
c
u
m
e
n
t
s
.
D.
Su
b
s
t
i
t
u
t
e
p
r
o
d
u
c
t
s
s
h
a
l
l
n
o
t
b
e
o
r
d
e
r
e
d
o
r
i
n
s
t
a
l
l
e
d
w
i
t
h
o
u
t
w
r
i
t
t
e
n
a
c
c
e
p
t
a
n
c
e
o
f
O
w
n
e
r
.
E.
Ow
n
e
r
w
i
l
l
d
e
t
e
r
m
i
n
e
a
c
c
e
p
t
a
b
i
l
i
t
y
o
f
p
r
o
p
o
s
e
d
s
u
b
s
t
i
t
u
t
i
o
n
s
.
1.
0
5
CO
N
T
R
A
C
T
O
R
'
S
R
E
P
R
E
S
E
N
T
A
T
I
O
N
:
A.
In
m
a
k
i
n
g
f
o
r
m
a
l
r
e
q
u
e
s
t
f
o
r
s
u
b
s
t
i
t
u
t
i
o
n
,
C
o
n
t
r
a
c
t
o
r
r
e
p
r
e
s
e
n
t
s
t
h
a
t
:
1.
He
h
a
s
i
n
v
e
s
t
i
g
a
t
e
d
p
r
o
p
o
s
e
d
p
r
o
d
u
c
t
a
n
d
h
a
s
d
e
t
e
r
m
i
n
e
d
t
h
a
t
i
t
i
s
e
q
u
a
l
i
n
a
l
l
r
e
s
p
e
c
t
s
t
o
t
h
a
t
sp
e
c
i
f
i
e
d
.
2.
He
w
i
l
l
p
r
o
v
i
d
e
s
a
m
e
w
a
r
r
a
n
t
i
e
s
o
r
b
o
n
d
s
f
o
r
s
u
b
s
t
i
t
u
t
i
o
n
a
s
f
o
r
p
r
o
d
u
c
t
s
p
e
c
i
f
i
e
d
.
3.
He
w
i
l
l
c
o
o
r
d
i
n
a
t
e
i
n
s
t
a
l
l
a
t
i
o
n
o
f
a
c
c
e
p
t
e
d
s
u
b
s
t
i
t
u
t
i
o
n
i
n
t
o
t
h
e
w
o
r
k
a
n
d
w
i
l
l
m
a
k
e
s
u
c
h
c
h
a
n
g
e
s
a
s
ma
y
b
e
r
e
q
u
i
r
e
d
f
o
r
t
h
e
w
o
r
k
t
o
b
e
c
o
m
p
l
e
t
e
i
n
a
l
l
r
e
s
p
e
c
t
s
.
4.
He
w
a
i
v
e
s
c
l
a
i
m
s
f
o
r
a
d
d
i
t
i
o
n
a
l
c
o
s
t
s
c
a
u
s
e
d
b
y
s
u
b
s
t
i
t
u
t
i
o
n
w
h
i
c
h
m
a
y
s
u
b
s
e
q
u
e
n
t
l
y
b
e
c
o
m
e
ap
p
a
r
e
n
t
.
5.
Co
s
t
d
a
t
a
i
s
c
o
m
p
l
e
t
e
a
n
d
i
n
c
l
u
d
e
s
r
e
l
a
t
e
d
c
r
e
d
i
t
u
n
d
e
r
t
h
e
C
o
n
t
r
a
c
t
.
1.
0
6
OW
N
E
R
'
S
D
U
T
I
E
S
:
A.
Re
v
i
e
w
C
o
n
t
r
a
c
t
o
r
'
s
r
e
q
u
e
s
t
f
o
r
s
u
b
s
t
i
t
u
t
i
o
n
w
i
t
h
r
e
a
s
o
n
a
b
l
e
p
r
o
m
p
t
n
e
s
s
.
B.
No
t
i
f
y
C
o
n
t
r
a
c
t
o
r
,
i
n
w
r
i
t
i
n
g
,
o
f
d
e
c
i
s
i
o
n
t
o
a
c
c
e
p
t
o
r
r
e
j
e
c
t
r
e
q
u
e
s
t
e
d
s
u
b
s
t
i
t
u
t
i
o
n
.
Pa
r
t
2
.
0
0
P
r
o
d
u
c
t
s
No
t
u
s
e
d
.
Pa
r
t
3
.
0
0
E
x
e
c
u
t
i
o
n
No
t
u
s
e
d
.
SE
C
T
I
O
N
0
1
6
4
0
OW
N
E
R
F
U
R
N
I
S
H
E
D
E
Q
U
I
P
M
E
N
T
A
N
D
F
U
R
N
I
S
H
I
N
G
S
Ow
n
e
r
wi
l
l
fu
r
n
i
s
h
th
e
fo
l
l
o
w
i
n
g
it
e
m
s
(i
f
sh
o
w
n
on
th
e
dr
a
w
i
n
g
s
)
to
th
e
jo
b
si
t
e
on
tr
u
c
k
s
.
Th
e
Co
n
t
r
a
c
t
o
r
is
re
s
p
o
n
s
i
b
l
e
to
fu
r
n
i
s
h
al
l
la
b
o
r
,
ma
t
e
r
i
a
l
,
eq
u
i
p
m
e
n
t
,
an
d
to
o
l
s
re
q
u
i
r
e
d
to
re
c
e
i
v
e
,
un
l
o
a
d
,
st
o
r
e
,
pr
o
t
e
c
t
,
mo
v
e
fr
o
m
st
o
r
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Part 3.00 Execution3.01DURING CONSTRUCTIONA.Executing cleaning to ensure that grounds and public properties are maintained free from accumulationsof waste materials and rubbish.B.Wet down dry materials and rubbish to lay dust and prevent blowing dust.C.At reasonable intervals during progress of work, clean site and public properties, and dispose of wastematerials, debris and rubbish.D.Provide on-site containers for collection of waste materials, debris and rubbish.E.Remove waste materials, debris and rubbish from site and legally dispose of at public or private dumpingareas off Owner's property.F.Vacuum-clean interior building areas when ready to receive finish painting, and continuevacuum-cleaning on an as-needed basis until building is ready for substantial completion or occupancy.G.Handle materials in a controlled manner with as few handlings as possible.H.Schedule cleaning operations so that dust and other contaminants resulting from cleaning process willnot fall on wet, newly painted surfaces.I.Remove all visible manufacturer's labels, nameplates, or other identifying devices.3.02FINAL CLEANINGA.Employ experienced workman for final cleaning.B.In preparation for substantial completion or public occupancy and Health Department inspection, conductfinal inspection of sight-exposed interior and exterior surfaces, and of concealed spaces.C.Remove grease, dust, dirt, stains and protective coverings from equipment and materials, fromsight-exposed interior and exterior finished surfaces; polish surfaces so designed to shine on actualfinish.D.Repair, patch and touch up marred surfaces to specified finish, to match adjacent surfaces.E.Pressure clean all concrete and asphalt surfaces; rake clean other surfaces on grounds.F.Replace air conditioning filters if units were operated during construction.G.Clean ducts, blowers and coils, if air conditioning units were operated without filters during construction.H.Maintain cleaning until project, or portion thereof, is occupied by Owner.Part 1.00 General SECTION 01720PROJECT RECORD DOCUMENTS1.01REQUIREMENTS:A.Maintain at the site one record copy of:1.Drawings2.Specifications3.Addenda4.Change Orders and other modifications to the Contract5.Architects bulletins or written instructions6.Approved shop drawings, product data and samples7.Field test records8.Applicable reference standards and codes specified in individual sections of the specification9.Construction completion schedule1.02MAINTENANCE OF DOCUMENTS AND SAMPLESA.Store documents and samples in Contractor's field office, apart from documents used for hisconstruction.B.Provide files and racks for storage of documents.C.Provide storage space for samples.D.File documents in accordance with CSI's Master format.E.Maintain documents in a clean, dry, legible condition and in good order.F.Make documents and samples available for inspection upon request by Owner.1.03MARKING DEVICEA.Mark record information with pencil on documents.1.04RECORDINGA./DEHOHDFKGRFXPHQW ³3URMHFW5HFRUG´LQQHDWODUJHSULQWHGOHWWHUVB.Record information concurrently with construction progress.1.Do not conceal any work until required information is recorded.C.Drawings: Legibly mark to record actual construction:1.Depths of various elements of foundation in relation to finish floor data.2.Horizontal and vertical locations of underground utilities and appurtenances, referenced to permanentsurface improvements.3.Location if internal utilities and appurtenances concealed in the construction, referenced to visible andaccessible features of the structure.4.Field changes of dimension and detail.5.Changes made by Architect's Bulletins or by Change Order.6.Details not on original Contract Drawings.D.Specification's Changes and Addenda: Legibly mark each Section to record:1.Manufacturer, trade name, catalog number and supplier or each product and item of equipmentactually installed.2.Changes by Architect's Bulletins or by Change Order.1.05SUBMITTAL:A.At completion of project, deliver records to the Owner's project manager.B.Accompany submittal with transmittal letter, in duplicate, certifying that each document as submitted isDQXSWRGDWHUHFRUGRIWKH³$V%XLOW´FRQGLWLRQRIWKHZRUNFRPSOHWHDQGDFFXUDWHPart 2.00 ProductsNot used.Part 3.00 ExecutionNote used.Part 1.00 General SECTION 01723DAILY REPORT1.01The Contractor will be responsible to maintain a job status report on a daily basis hereinafter called the³'DLO\5HSRUW´7KLVUHSRUWPD\EHLQDIRUPDWGHVLJQHGE\WKH&RQWUDFWRUDYDLODEOHXSRQUHTXHVWRIOwner and shall show the following information:A.Contractor's nameB.DateC.Job location and/or numberD.Weather conditionsE.Contractor's forces on the job by craft, and description of work completed that shift by Contractor.F.Subcontractor's forces on the job and description of their work.G.List of Owner furnished items received and condition of same.H.General status of the job in the opinion of the Contractor's Superintendent.1.02The Contractor shall be required to keep a current set of drawings in good condition on the job at all times.The Contractor shall supply a complete set of current drawings showing the actual construction of all work.7KLVVHWVKDOOEHFDOOHGWKH³$V%XLOW'UDZLQJV´DQGVKDOOEHWXUQHGRYHUWRWKH2ZQHU
V3URMHFW0DQDJHUDWthe end of the job prior to final payment.Part 2.00 ProductsNot used.Part 3.00 ExecutionNot used.1.04CONTENT OF MANUALA.Neatly typewritten table of conte
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Documents.B.Product Data:1.Include only those sheets wh
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p
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2.Annotate each sheet to:a.Clearly identify specific pro
d
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a
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i
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d
.
b.Clearly identify data applic
a
b
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i
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a
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l
a
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.
c.Delete references to inapp
l
i
c
a
b
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e
i
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f
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a
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.
C.Drawings:1.Supplement product data wit
h
d
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:
a.Relations of component pa
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q
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i
p
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a
n
d
s
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m
.
b.Control and flow diagrams
.
2.Coordinate drawings with info
r
m
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i
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C
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installation.a.Do not use shop drawings
a
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a
i
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a
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d
r
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w
i
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s
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D.Written test, as required to sup
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1.Organize in consistent forma
t
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2.Provide logical sequence of i
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s
f
o
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a
c
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p
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.
E.Copy of each warranty, bond an
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.
1.Provide information sheet for
O
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,
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:
a.Proper procedures in even
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a
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.
b.Instances which might affe
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a
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b
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s
.
1.05MANUAL FOR MATERIALS AND
F
I
N
I
S
H
E
S
A.Submit two copies of complete
m
a
n
u
a
l
i
n
f
i
n
a
l
f
o
r
m
.
B.For architectural products, appl
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a
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i
a
l
s
a
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d
f
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:
1.Manufacturer's data, giving fu
l
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f
o
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a
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.
a.Catalog number, size and
c
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p
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i
t
i
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n
.
b.Color and texture designat
i
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n
s
.
c.Information required for re
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e
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.
2.Instructions for care and mai
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a
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c
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.
a.Manufacturer's recommen
d
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f
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a
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b.Cautions against cleaning
a
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c.Recommended schedule f
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a
n
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C.For moisture-protection and we
a
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p
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d
p
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u
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:
1.Manufacturer's data, giving fu
l
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n
f
o
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m
a
t
i
o
n
o
n
p
r
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d
u
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.
a.Applicable standards.b.Chemical composition.c.Details of installation.2.Instructions for inspection, m
a
i
n
t
e
n
a
n
c
e
a
n
d
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p
a
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.
D.Additional requirements for ma
i
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.
1.06MANUAL FOR EQUIPMENT AND
S
Y
S
T
E
M
S
A.Submit three copies of complet
e
m
a
n
u
a
l
i
n
f
i
n
a
l
f
o
r
m
.
B.For each unit of equipment and
s
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p
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:
1.Description of unit and comp
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s
.
a.Function, normal operating
c
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.
b.Performance curves, engin
e
e
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d
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a
a
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s
.
c.Complete nomenclature an
d
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b
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f
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c
a
b
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p
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s
.
2.Operating procedures:a.Start-up, break-in, routine
a
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i
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.
b.Regulation, control, stoppi
n
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,
s
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.
c.Summer and Winter opera
t
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g
i
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s
t
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c
t
i
o
n
s
.
d.Special operating instructio
n
s
.
3.Maintenance Procedures:a.Routine operations.b.Guide to "trouble-shooting
"
.
c.Disassembly, repair and re
a
s
s
e
m
b
l
y
.
d.Alignment, adjusting and c
h
e
c
k
i
n
g
.
4.Servicing and lubrication sch
e
d
u
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e
.
a.List of lubricants required.5.Manufacturer's printed opera
t
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a
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d
m
a
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n
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6.Description of sequence of o
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7.As-installed control diagrams
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8.Contractor's coordination dra
w
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s
.
a.As-installed color-coded p
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p
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d
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.
9.Charts of valve tag numbers,
w
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.
10.List of original manufacturer
'
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quantities to be maintained in
s
t
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.
11.Other data as required unde
r
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C.For each electric and electronic
s
y
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m
a
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a
p
p
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p
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i
a
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:
1.Description of system and co
m
p
o
n
e
n
t
p
a
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s
.
a.Function, normal operating
c
h
a
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d
l
i
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c
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d
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s
.
b.Performance curves, engin
e
e
r
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g
d
a
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a
a
n
d
t
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s
t
s
.
c.Complete nomenclature an
d
c
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c
i
a
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n
u
m
b
e
r
o
f
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p
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a
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a
b
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e
p
a
r
t
s
.
2.Circuit directories of panelbo
a
r
d
.
a.Electrical service.b.Controls.c.Communications.3.As-installed color-coded wirin
g
d
i
a
g
r
a
m
s
.
4.Operating procedures:a.Routine and normal opera
t
i
n
g
i
n
s
t
r
u
c
t
i
o
n
s
.
b.Sequences required.c.Special operating instructio
n
s
.
5.Maintenance procedures:a.Routine operations.b.Guide to "trouble-shooting
"
.
c.Disassembly, repair and re
a
s
s
e
m
b
l
y
.
d.Adjustment and checking.6.Manufacturer's printed opera
t
i
n
g
a
n
d
m
a
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t
e
n
a
n
c
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i
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s
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t
i
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s
.
7.Other data as required under
p
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i
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c
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s
o
f
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S
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D.Prepare and include additional
d
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Owner's personnel.E.Additional requirements for ope
r
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a
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Specifications.1.07SUBMITTAL SCHEDULEA.Submit two copies of preliminar
y
d
r
a
f
t
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f
p
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w
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B.Submit one copy of completed
d
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1.Copy will be returned after fin
a
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p
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,
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C.Submit specified number of cop
i
e
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acceptance.1.08INSTRUCTION OF OWNER'S PE
R
S
O
N
N
E
L
A.Prior to final inspection or accep
t
a
n
c
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,
f
u
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personnel in operation, adjustm
e
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B.Operating and maintenance ma
n
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s
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a
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c
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b
a
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n
.
1.Review contents of manual w
i
t
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p
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f
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maintenance.Part 2.00 ProductsNot used.Part 3.00 ExecutionNot used.
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2.
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a.
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Part 1.00 General SECTION 01730OPERATION AND MAINTENANCE DATA1.01REQUIREMENTSA.Compile product data and related information appropriate for Owner's maintenance and operation ofproducts furnished under Contract.1.Prepare operation and maintenance data as specified in this Section and as referred in other sectionsof the Specification.B.Instruct Owner's personnel in maintenance of products and in operation of equipment and systems.1.02QUALITY ASSURANCEA.Preparation of data shall be done by personnel:1.Trained and experienced in maintenance and operation of described products.2.Skilled as technical writer to the extent required to communicate essential data.3.Competent to prepare required drawings.1.03FORM OF SUBMITTALSA.Prepare data in form of an instructional manual for use by Owner's personnel.B.Format:1.Size: 8-1/2 inches by 11 inches.2.Type: Manufacturer's printed data, or neatly typewritten.3.Drawings:a.Provide reinforced punched binder tab, bind in with text.b.Fold larger drawings to size of text paper.4.Provide fly-leaf for each separate product or piece of operating equipment.a.Provide typed description of product, and major component parts of equipment.b.Provide indexed tabs.5.Cover: Identify each volume with typed or printed title "Operating and Maintenance Instructions",including:a.Title of Projectb.Subject matter covered in the manual.C.Binders1.Commercial quality three-ring binders with durable and cleanable plastic covers.2.Maximum ring size: 1 inch.3.When multiple binders are used, correlate the data into related consistent groupings.
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PRIVATE
REVISION INFORMATION
Restaurant #:
Issue Date:
OLIVE GARDEN
10206 N MICHIGAN ROAD
PROTOTYPE P76L - WD
CA 00000696
CARMEL, IN
DRAWING
5/21/12
10G0074
KHA PROJECT # 168113021
205 WEST WACKER DRIVE
SUITE 2125
CHICAGO, ILLINOIS
60606-1418
INDIA N A
No.
PE11011695
STATE OF
TRUCK ROUTE EXHIBIT
SCALE: 1" = 100'
C3.1
SITE/DIMENSION
CONTROL PLAN
GENERAL NOTES:
LEGAL DESCRIPTION PARCEL 1 (FROM SURVEY):
SITE LEGEND
SITE DATA TABLE
GENERAL SITE DATA
ZONING I-1 INDUSTRIAL WITH MICHIGAN ROAD
CORRIDOR OVERLAY ZONE
LAND USE RESTAURANT
LOT AREA (CURRENT)158,036 S.F. (3.6 ACRES)
FAR 0.06
PARKING DATA
PARKING REQUIRED PER CITY
(1 PER 2.5 SEATS PLUS 1 PER
EMPLOYEE OF LARGEST SHIFT)
(1 SPACE FOR EVERY 200SF -
BASED ON 2,700 SF BUILDING)
128 SPACES
SURFACE STANDARD
SPACES PROVIDED 137 SPACES
TOTAL SPACES PROVIDED
BUILDING SQUARE FOOTAGE ±7,778 S.F.
BLDG SETBACK (E)MIN. - 36 FEET / MAX. - 120 FEET
SURFACE ACCESSIBLE
SPACES PROVIDED 5 SPACES (INCLUDING 1 VAN ACCESSIBLE)
15 FEET
142 SPACES
BLDG SETBACK (N,S,W)
PARKING SETBACK (E)
PARKING SETBACK (N, S, W)
36 FEET
15 FEET
CARMEL
14 SPACES
TOTAL SPACES REQUIRED 142 SPACES
LEGAL DESCRIPTION PARCEL 2 (FROM SURVEY):
LOT AREA (AFTER ROW)121,968 S.F. (2.8 ACRES)
PERVIOUS AREA
IMPERVIOUS AREA
37.1% (1.03 ACRES)
62.9% (1.77 ACRES)
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SECTION 04730SIMULATED STONE AND THIN BRICK VENEERPart 3.00 Execution3.01INSTALLATIONA.Thoroughly mix mortar ingredients in quantities need for immediate use in accordance with ASTM C270,Type S.B.Do not use anti-freeze compounds to lower the freezing point of mortar.C.Attach metal lath to wood studs using 11 gage x 1-3/4 inch galvanized roofing nails spaced 6 inches oncenter. Nails must penetrate 1 inch minimum into wood stud.D.Apply manufactured stone in accordance with manufacturer's printed installation instructions.E.Apply a 1/2 inch scratch coat of Type S mortar over metal lath and allow to cure for 48 hours.F.Apply 1/2 inch to 3/4 inch Type S mortar to setting bed, covering a maximum of 10 square feet at onetime. Press the units firmly into position in soft mortar bed, jiggle and apply slight pressure to unit toensure firm bonding, causing mortar to extrude slightly around edges of units. Lay units for dry stacklook at interior locations. The combined thickness of the scratch coat and mortar setting bed must be aminimum of 7/8 inch.G.Place units with uniform 3/4 inch mortar joints, not over 3/8 inch in width.H.Plan work to minimize job site cutting. Perform necessary cutting with proper tools to provide uniformedges; take care to prevent breaking unit corners or edges.I.Remove excess mortar; do not allow mortar to set up on face of units. Tool joints before mortar has set.Clean and finish joints in accordance with manufacturer's instructions.SECTION 06128MINERAL FIBER REINFORCED-CEMENT PANELS (BACKER BOARD)Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, services, equipment and appliances required for reinforced-cement panel(backer board) work indicated on the Drawings and specified herein.1.02WORK INCLUDED, BUT NOT INCLUSIVEA.Mineral fiber reinforced backer boardB.Fasteners1.03RELATED WORK SPECIFIED ELSEWHEREA.FramingB.PlywoodC.Moisture barriersD.Surfacing materials1.04INTENTA.This Specification generally outlines requirements for backer board work, it is not intended to modify,amend or otherwise change manufacturer's specifications for uses intended; manufacturer'sspecifications govern.1.05SUBSTITUTIONSA.No substitutions allowed.Part 2.00 Products2.01MANUFACTURERA.The Drawings were prepared and this Specification written on the basis of using the products of GeorgiaPacific Corporation. Such is intended to establish minimum quality standards, not to limit competitivebidding. Products with equal or superior characteristics by other manufacturers are acceptable underconditions of the Specifications.2.02MATERIALSA."Backer Board" Panels:"Dens Shield", 1/2 or 5/8 inch thick glass mesh mortar units. See Architectural plansB.Joint Reinforcement:2 inch wide, coated fiberglass mesh tape.C.Fasteners:1. Nails1-1/2 inch galvanized roofing nails2.Screws1-1/4 inch corrosion resistant; type specified by panel manufacturer for system used.3.Joint Washers3/4 inch diameter, countersunk, stainless steel.Part 3.00 Execution3.01GENERALA.Contractor select specific system used for work of this section related to attachment; systemmanufacturer's specifications govern.3.02DELIVERY AND STORAGEA.Deliver materials in original unopened packages. Store to provide protection from damage and exposureto elements. Remove damaged or deteriorated materials from premises.3.03PREPARATIONA.Inspect substrate to insure it is flat (not cupped), dry and securely fastened to framing. Shim asnecessary to provide flat surface for panels.3.04INSTALLATIONA.Install where indicated on the Drawings; in accord with manufacturer's specifications for complete systemof leveling, laminating, furring, fastening, and joint treatment, as required for system indicated.3.05CLEAN-UPA.Upon completion of work of this Section, remove related debris from premises.Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, services, equipment and appliances required for finish carpentry work indicatedon the Drawings and specified herein.1.02WORK INCLUDED, BUT NOT INCLUSIVEA.Wood trimB.Millwork (cabinets, shelving, etc.)C.Laminated plastic assembliesD.Millwork hardware SECTION 06200 FINISH CARPENTRY 1.06REFERENCE STANDARDSA.Federal Specifications (FS)B.National Electrical Manufacture
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1.07SUBMITTALS AND SUBSTITUT
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of the Specifications.2.02MATERIALSA.General Use:1.GeneralWork solid stock to patterns i
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7.ScrewsFS FF-S-11 lb.8.Lag Screws and BoltsFS FF-B-561, type and grade
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4.Backs1/4 inch tempered hardboard
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c
l
o
s
i
n
g
,
c
o
n
c
e
a
l
e
d
,
c
o
m
p
l
e
t
e
w
i
t
h
g
u
i
d
e
s
a
n
d
drills for proper installation
.
b.Pulls: Stanley No. 4483-1
/
2
U
S
1
0
B
c.Drawer slides: KV No. 130
0
d.Shelf standards and brack
e
t
s
:
K
V
N
o
.
2
5
5
S
t
a
n
d
a
r
d
w
i
t
h
K
V
N
o
.
2
5
6
s
u
p
p
o
r
t
.
e.Locks (if required): As not
e
d
o
n
t
h
e
D
r
a
w
i
n
g
s
.
C.Laminated Plastic Assemblies:1.NEMA standard LD-1 for Cla
s
s
1
,
h
i
g
h
p
r
e
s
s
u
r
e
d
e
c
o
r
a
t
i
v
e
l
a
m
i
n
a
t
e
s
:
F
o
r
m
i
c
a
;
c
o
l
o
r
a
n
d
f
i
n
i
s
h
shown on the Drawings; mee
t
f
o
l
l
o
w
i
n
g
s
t
a
n
d
a
r
d
s
.
a.Surface Sheet: .05 inch th
i
c
k
b.Backing Sheet: .02 inch th
i
c
k
p
h
e
n
o
l
i
c
b
a
c
k
i
n
g
s
h
e
e
t
c.Edging: .028 inch thick, ge
n
e
r
a
l
p
u
r
p
o
s
e
;
o
r
p
o
s
t
f
o
r
m
i
n
g
g
r
a
d
e
.
0
5
i
n
c
h
t
h
i
c
k
.
d.Adhesive: Fire resistant; a
s
r
e
c
o
m
m
e
n
d
e
d
b
y
p
l
a
s
t
i
c
l
a
m
i
n
a
t
e
m
a
n
u
f
a
c
t
u
r
e
r
.
e.Backing: 3/4 inch AB Grou
p
1
,
e
x
t
e
r
i
o
r
g
r
a
d
A
P
A
f
i
r
p
l
y
w
o
o
d
.
2.03MOISTURE CONTENTA.12 percent maximum at time of
d
e
l
i
v
e
r
y
.
2.04GRADING AND MARKINGA.Softwood Lumber:Comply with FS MM-L-0075lf.B.Hardwood Lumber:Comply with FS MM-L-00736a.2.05 MILLWORK FABRICATIONA.Fabricate in shop to AWI "Custo
m
"
s
t
a
n
d
a
r
d
s
(
S
e
c
t
i
o
n
4
0
0
C
)
a
n
d
a
s
s
e
m
b
l
e
i
n
s
i
n
g
l
e
a
n
d
c
o
m
p
l
e
t
e
u
n
i
t
s
to greatest extent requirements
o
f
d
e
l
i
v
e
r
y
a
n
d
i
n
s
t
a
l
l
a
t
i
o
n
i
n
b
u
i
l
d
i
n
g
w
i
l
l
p
e
r
m
i
t
.
Part 3.00 Execution3.01STORAGEA.Store materials in ventilated, int
e
r
i
o
r
l
o
c
a
t
i
o
n
s
u
n
d
e
r
c
o
n
s
t
a
n
t
m
i
n
i
m
u
m
t
e
m
p
e
r
a
t
u
r
e
s
o
f
6
0
d
e
g
r
e
e
s
F
and maximum relative humidity
o
f
5
5
p
e
r
c
e
n
t
.
3.02INSPECTIONA.Verify that surfaces and openin
g
s
a
r
e
r
e
a
d
y
t
o
r
e
c
e
i
v
e
w
o
r
k
a
n
d
f
i
e
l
d
m
e
a
s
u
r
e
m
e
n
t
s
a
r
e
a
s
s
h
o
w
n
o
n
shop drawings. Verify mechani
c
a
l
,
e
l
e
c
t
r
i
c
a
l
,
a
n
d
b
u
i
l
d
i
n
g
i
t
e
m
s
a
f
f
e
c
t
i
n
g
w
o
r
k
o
f
t
h
i
s
S
e
c
t
i
o
n
a
r
e
p
l
a
c
e
d
and ready to receive this work.
B
e
g
i
n
n
i
n
g
o
f
i
n
s
t
a
l
l
a
t
i
o
n
m
e
a
n
s
a
c
c
e
p
t
a
n
c
e
o
f
e
x
i
s
t
i
n
g
c
o
n
d
i
t
i
o
n
s
.
3.03PREPARATIONA.Before installation, prime paint
s
u
r
f
a
c
e
s
o
f
i
t
e
m
s
o
r
a
s
s
e
m
b
l
i
e
s
t
o
b
e
i
n
c
o
n
t
a
c
t
w
i
t
h
c
e
m
e
n
t
i
t
i
o
u
s
materials.3.04INSTALLATIONA.General:Install work in accord with AWI
"
C
u
s
t
o
m
"
q
u
a
l
i
t
y
s
t
a
n
d
a
r
d
.
B.Trim Carpentry:Install true and square in accord
w
i
t
h
D
r
a
w
i
n
g
r
e
q
u
i
r
e
m
e
n
t
s
.
B
l
i
n
d
n
a
i
l
f
i
n
i
s
h
s
u
r
f
a
c
e
s
w
h
e
r
e
v
e
r
p
o
s
s
i
b
l
e
,
set surface nails. Use commer
c
i
a
l
l
y
l
o
n
g
l
e
n
g
t
h
s
j
o
i
n
t
e
d
o
n
l
y
w
h
e
r
e
s
o
l
i
d
f
a
s
t
e
n
i
n
g
s
c
a
n
b
e
m
a
d
e
,
d
o
not splice pieces shorter than 3
f
e
e
t
.
B
u
t
t
j
o
i
n
t
s
q
u
a
r
e
m
e
m
b
e
r
s
a
n
d
c
o
p
e
m
o
l
d
i
n
g
s
i
n
i
n
t
e
r
n
a
l
c
o
r
n
e
r
s
,
and miter members at external
c
o
r
n
e
r
s
.
C.Millwork and Laminated Plastic
A
s
s
e
m
b
l
i
e
s
:
Carefully fit in proper location a
n
d
a
n
c
h
o
r
t
o
w
a
l
l
s
a
n
d
f
l
o
o
r
w
i
t
h
a
p
p
r
o
p
r
i
a
t
e
a
n
c
h
o
r
s
.
I
n
s
t
a
l
l
p
l
u
m
b
,
t
r
u
e
and square in accord with Draw
i
n
g
r
e
q
u
i
r
e
m
e
n
t
s
.
D
r
i
l
l
h
o
l
e
s
i
n
w
o
o
d
w
h
e
n
r
e
q
u
i
r
e
d
.
P
r
o
v
i
d
e
b
l
o
c
k
i
n
g
,
nailers, fillers, trim, etc. as requ
i
r
e
d
.
D.Wood Tambour:Upon receiving wood tambour p
a
n
e
l
s
a
t
s
i
t
e
,
c
l
i
m
a
t
i
z
e
p
a
n
e
l
s
i
n
d
o
o
r
s
f
o
r
a
m
i
n
i
m
u
m
o
f
t
w
e
n
t
y
-
f
o
u
r
(
2
4
)
hours prior to installation. Stain
t
a
m
b
o
u
r
(
f
a
c
e
a
n
d
e
d
g
e
s
)
p
r
i
o
r
t
o
i
n
s
t
a
l
l
a
t
i
o
n
.
T
r
i
a
l
f
i
t
t
a
m
b
o
u
r
p
a
n
e
l
s
i
n
place to determine seam positio
n
s
a
n
d
s
t
a
i
n
t
h
e
p
l
y
w
o
o
d
b
a
c
k
i
n
g
m
a
t
e
r
i
a
l
a
t
a
l
l
s
e
a
m
l
o
c
a
t
i
o
n
s
.
G
l
u
e
tambour panels with mastic at o
n
e
i
n
c
h
f
r
o
m
t
h
e
e
d
g
e
o
n
a
l
l
f
o
u
r
s
i
d
e
s
a
n
d
i
n
b
e
a
d
s
h
o
r
i
z
o
n
t
a
l
l
y
e
v
e
r
y
four inches. Install panels, nail
i
n
p
l
a
c
e
a
n
d
c
o
m
p
l
e
t
e
i
n
s
t
a
l
l
a
t
i
o
n
w
i
t
h
p
r
e
-
f
i
n
i
s
h
e
d
t
r
i
m
b
o
a
r
d
s
.
3.05SANDINGA.After installation, hand_sand an
d
s
t
e
e
l
w
o
o
l
i
n
t
e
r
i
o
r
m
i
l
l
w
o
r
k
,
t
r
i
m
,
m
o
l
d
i
n
g
s
a
n
d
f
i
n
i
s
h
e
d
w
o
o
d
w
o
r
k
t
o
produce fine, smooth, uniform c
l
e
a
n
s
u
r
f
a
c
e
,
f
r
e
e
o
f
d
e
f
e
c
t
s
.
E
a
s
e
s
q
u
a
r
e
e
d
g
e
s
s
l
i
g
h
t
l
y
w
i
t
h
s
a
n
d
p
a
p
e
r
.
3.06PROTECTIONA.Protect finished installation from
d
a
m
a
g
e
.
R
e
p
a
i
r
a
n
d
/
o
r
r
e
p
l
a
c
e
d
a
m
a
g
e
d
w
o
r
k
a
t
n
o
a
d
d
i
t
i
o
n
a
l
c
o
s
t
t
o
Owner.3.07CLEAN-UPA.Upon completion of work of this
S
e
c
t
i
o
n
,
r
e
m
o
v
e
r
e
l
a
t
e
d
d
e
b
r
i
s
f
r
o
m
p
r
e
m
i
s
e
s
.
SE
C
T
I
O
N
0
6
3
1
1
PR
E
S
E
R
V
A
T
I
V
E
T
R
E
A
T
E
D
L
U
M
B
E
R
Part 1.00 Products1.01SCOPE OF WORKA.Furnish labor, materials, service
s
,
e
q
u
i
p
m
e
n
t
a
n
d
a
p
p
l
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e
a
t
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e
n
t
o
f
l
u
m
b
e
r
.
1.02REFERENCE STANDARDSA.American Wood Preservative In
s
t
i
t
u
t
e
(
A
W
P
I
)
B.$PHULFDQ:RRG3UHVHUYDWLYH$
V
V
R
F
L
D
W
L
R
Q
$
:
3
$
C.American Wood Preservative B
u
r
e
a
u
(
A
W
P
B
)
Part 2.00 Products2.01PRESERVATIVE MATERIALSA.AWPI recommended for protec
t
i
o
n
a
g
a
i
n
s
t
d
e
c
a
y
a
n
d
w
o
o
d
d
e
s
t
r
o
y
i
n
g
i
n
s
e
c
t
s
.
Part 3.00 Execution3.01REQUIREMENTA.Pressure treat lumber designate
d
"
Pr
e
s
e
r
v
a
t
i
v
e
t
r
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C
2
.
E
v
i
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n
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e
o
f
conformance to this Specificatio
n
;
A
W
P
B
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a
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Part 1.00 General1.01SECTION INCLUDESA.Exterior manufactured stone veneer.B.Thin brick veneer.1.02SUBMITTALS AND SUBSTITUTIONSA.Product Data: Sample to exhibit full range of color, size, and texture of stone.B.No substitutions will be allowed.1.03DELIVERY, STORAGE, AND HANDLINGA.Store mortar and other moisture-sensitive materials in protected enclosures; handle by methods whichavoid exposure to moisture.Part 2.00 Products2.01MANUFACTURERS/PRODUCTSA.0DQXIDFWXUHG6WRQH9HQHHU &RURQDGR6WRQH³$SSDODFKLDQ)LHOGVWRQH´ &3$33)0681 ZLWKPDWFKLQJchiseled corner stone (CPAFFFNSUNC). Color: Mountain Sunset.1.Portland cement, aggregate, and color mix.2.UL 723: Flame spread rating of 0; smoke developed rating of 0.3.Weight: ASTM C567, 8 -10 lbs per square foot.4.Thermal Resistance: R 1.19 in accordance with ASTM C 177 based on 1.770 inch thick sample.5.Evaluation Report + ER-1842B.See color legend for supplier and contact person.C.Grout: Bonsal Natural Gray to match stone.D.Weather Resistant Barrier: Apply one coat of Sto Gold Coat by spray or roller in a uniform, continuousfilm of 10 wet mils to a prepared substrate. Then, one layer of Grade "D" asphalt impregnated buildingpaper, IBC Section 1403. Stagger horizontal and vertical joints.E.Metal Lath: 18 gage galvanized self-furring 3.4 lb metal mesh.F.Window Trim: 6 inch by 8 inch by 2 inch Chiseled Window Stones (CPCHLDWNSTN); Coronado Stone.Match stone veneer specified above.G.Keystone: 10 inch by 12 inch by 8 inch Keystone (CPKEYSTONE); Coronado Stone. Match stoneveneer specified above.H.Hearth Stones and Stone Sill: 18 inch by 20 inch Heath Stones (CPHEARTHSTN); Coronado Stone.Match stone veneer specified above.I.Wainscot Cap: Chiseled Stone Sill (COO7070252); Coronado Stone. Color: Mountain Sunset.
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2.05SHEETMETAL MINIMUM GAUGESA.Gauges are based on galvanized sheetmetal. Where other metal is used, use equivalent weights intables in Sheet Metal Manual. Minimum weights for work specified herein: ITEMS GAUGE1.Hook strips 222.Joint covers 223.Cap flashing 264.Special flashing 225.Pitch pans 262.06DISSIMILAR MATERIALS CONTACTA.Where sheetmetal is shown contacting concrete, masonry materials, steel, other dissimilar metal, or iscontacting wood, keep sheetmetal from direct contact with the dissimilar materials by a coat ofbituminous paint applied to a thickness of 12 to 14 mils.2.07JOINT SEALANTA.As specified in SEALANTS AND CAULKING.Part 3.00 Execution3.01GENERALA.Conform to recognized commercial standards.3.02SHEETMETAL INSTALLATIONA.GeneralSurfaces to which sheetmetal will be applied shall be true, smooth, clean, dry and free from defectswhich might lead to distortion of metal work. Install sheetmetal work in accord with standards inreference manual, and coordinate with work of other trades, particularly the roofing trade for propersequence of flashing work.Fabricate for waterproof and weather-resistant performance, with expansion provisions for running work,sufficient to permanently prevent leakage, damage, or deterioration of the work. Form work to fitsubstrates. Form exposed copper work without excessive oil-canning, buckling, and tool marks, true toline and levels indicated, with exposed edges folded back to form hems.B.Underlayment:Install building paper under all sheetmetal covering over wood nailers or blocking. Lap joints two inchesand nail at 1'-4" oc, or secure with flashing cement.C.Seams in Galvanized Metal:Finish seams neatly with lines trimmed true and sharp. Number of joints shall be as few as is consistentwith commercial sizes of materials.1.Flat seams, not less than 1/2 inch in width, shall be either single locked and sweated with solder, ordouble locked and malleted flat.2.Loose locked seams shall be single locked.3.Cross joints shall be loose locked and filled with elastomeric sealant.D.Seams in Copper:1.Fabricate nonmoving seams with flat lock seams. Tin edges to be seamed, form seams and solder.Rivet joints for additional strength where required.2.Where lapped or bayonet-type expansion provisions in work cannot be used or would not besufficiently water/weatherproof, form expansion joints of intermeshing hooked flanges, not less than 1inch deep, filled with mastic sealant (concealed within joints).3.Where movable, nonexpansion type joints are indicated or required for proper performance of work,form metal to provide for proper installation of elastomeric sealant, in compliance with CDA standards.E.Cleats:When applied as an exposed covering, fasten sheet metal to wood nailers with 2 X 3 inch cleats of samekind and weight of metal, spaced not over 12 inch oc along hems, with one end of cleat turned into hemand opposite end secured with two fasteners and turned back over fasteners.F.Soldering:Remove foreign materials and surface oxides prior to soldering, and solder as soon as possible aftercleaning with degreasing solvents. Type of flux shall be compatible with solder used.3.03ELASTOMERIC FLASHING INSTALLATIONA.General:Install where and if shown on the Drawings and at all locations normally considered good practice. Trimcut flashings clean with edges of trim, etc., to provide a finished installation where no flashing surfacesare visible.B.Wall Flashing:Install where shown on the Drawings, 1/2 inch inward from outside face of wall and extend up and thruwall as indicated. In stucco construction, sheeting shall not be allowed to hang free prior to completionof stucco work, but shall be nailed to framing (behind sheathing) with nails and discs.C.Door and Window Flashing:Install at all sills and heads, whether or not shown on the Drawings. Install 1/2 inch inward from outsideface of wall and extend 6 inch on each side of opening, up and thru wall as indicated. In stuccoconstruction, sheeting shall not be allowed to hang free prior to completion of stucco work, but shall benailed to framing (behind sheathing) with nails and discs.3.04 CLEAN-UPA.Upon completion of work of this Section, remove related debris from premises.B.Clean exposed copper surfaces, removing substances that might cause discoloration of metal.C.Contractor shall take adequate precautions for surveillance and protection of flashings and sheet metalwork during construction to ensure that work will be without damage or deterioration other than naturalweathering at time of substantial completion.Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, services, equipment and appliances required for roof hatch work indicated onthe Drawings and specified herein.1.02SUBSTITUTIONSA.No substitutions allowed.Part 2.00 Products2.01MANUFACTURERA.The Drawings were prepared and this Specification written on the basis of using the products ofPrecision Stair Corporation, Morristown, Tennessee.B.No substitutions allowed.2.02ROOF HATCHESA.Type PLH-G-2'-6" x 3'-0"; completely assembled:1.Curbs14 gage prime painted steel; 12 inches high; extended flanges for mounting with screws.2.CoversSame materials and gages as curbs; continuous Neoprene gasket weatherproof seal.3.Curb and Cover InsulationOne inch thick rigid.4.HardwareHeavy duty 3/16" galvanized pivot hinges, heavy duty pressure intensifier control, inside/outsidehandle with padlocking provisions, automatic hold-open and operating arms with red vinyl handlegrip.2.03FABRICATIONA.Fabricate free of visual distortions and defects. Weld corners and joints. Provide for removal ofcondensation. Provide weathertight assembly.SECTION 07722ROOF HATCHESPart 3.00 Execution3.01PROTECTIONA.Cover and protect hatches from damage before and after installation. Replace damaged covers at noadditional cost to Owner.3.02INSTALLATIONA.Install in accord with manufacturer's instructions. Coordinate with installation of roofing system andrelated flashings. Provide weathertight installation. Apply bituminous paint on metal surfaces of units incontact with cementitious materials and dissimilar metals.3.03CLEAN-UPA.Upon completion of work of this Section, remove related debris from premises.1.06SHOP DRAWINGSA.Submittals for specified materia
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s
f
o
r
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t
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e
l
Doors" as guide.B.Glazing Stops (if shown on the
D
r
a
w
i
n
g
s
)
:
Rolled steel channel shape, mit
e
r
e
d
c
o
r
n
e
r
s
;
p
r
e
p
a
r
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d
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o
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t
a
m
p
e
r
p
r
o
o
f
s
c
r
e
w
s
.
2.04PRIME PAINTINGA.Thoroughly clean, phosphate tr
e
a
t
a
n
d
p
r
i
m
e
s
u
r
f
a
c
e
s
w
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t
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r
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s
t
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n
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i
b
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g
p
r
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r
;
e
i
t
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e
r
a
i
r
-
d
r
i
e
d
o
r
b
a
k
e
d
on; ANSI A224.1.2.05FABRICATIONA.Fabricate with hardware reinfor
c
e
m
e
n
t
p
l
a
t
e
s
w
e
l
d
e
d
i
n
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a
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e
.
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o
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t
e
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r
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l
u
s
h
with inverted steel channel clos
u
r
e
.
S
e
a
l
j
o
i
n
t
s
w
a
t
e
r
t
i
g
h
t
.
Part 3.00 Execution3.01STORAGEA.Store doors at building site und
e
r
c
o
v
e
r
.
P
l
a
c
e
u
n
i
t
s
o
n
a
t
l
e
a
s
t
4
-
i
n
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o
r
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n
f
l
o
o
r
s
i
n
m
a
n
n
e
r
that will prevent rust and dama
g
e
.
D
o
n
o
t
u
s
e
n
o
n
-
v
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n
t
e
d
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a
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i
c
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v
a
s
s
h
e
l
t
e
r
s
.
R
e
m
o
v
e
w
e
t
cartons immediately. Provide 1
/
4
-
i
n
c
h
s
p
a
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e
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e
t
w
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n
d
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u
l
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t
i
o
n
.
3.02INSTALLATIONA.Install standard doors in accord
w
i
t
h
D
H
I
.
B.Install bullet-resistive assembly
i
n
a
c
c
o
r
d
w
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a
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d
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n
s
t
r
u
c
t
i
o
n
s
.
3.03PROTECTION OF COMPLETED
W
O
R
K
A.Protect doors from damage of a
n
y
k
i
n
d
;
r
e
p
l
a
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e
d
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m
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e
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t
t
o
Owner.3.04CLEAN-UPA.Upon completion of the work of
t
h
i
s
S
e
c
t
i
o
n
,
r
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m
o
v
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PART 1 GENERAL1.01SECTION INCLUDESA.Sealants and joint backing.1.02FIELD CONDITIONSA.Maintain temperature and humidity recommended by the sealant manufacturer during and afterinstallation.PART 2 PRODUCTS2.01SEALANTSA.Sealants and Primers - General: Provide only products having lower volatile organic compound (VOC)content than required by South Coast Air Quality Management District Rule No.1168.B.General Purpose Exterior Sealant: Polyurethane; ASTM C 920, Grade NS, Class 25, Uses M, G, and A;single component.1.Color: Standard colors matching finished surfaces.2.Applications: Use for:a.Control, expansion, and soft joints in masonry.b.Joints between concrete and other materials.c.Joints between metal frames and other materials.d.Under exterior door sills.e.Other exterior joints for which no other sealant is indicated.SECTION 07920 LSEALANTS AND CAULKING(Substainability)Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, service
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d
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(
i
f
s
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)
.
Be
g
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t
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i
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t
i
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g
c
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d
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t
i
o
n
s
.
3.
0
4
IN
S
T
A
L
L
A
T
I
O
N
A.
Ge
n
e
r
a
l
:
In
s
t
a
l
l
h
a
r
d
w
a
r
e
i
n
a
c
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r
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s
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a
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m
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t
s
o
f
A
N
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I
/
N
F
P
A
8
0
a
n
d
D
H
I
.
Us
e
t
e
m
p
l
a
t
e
s
p
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d
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y
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r
.
C
o
n
f
o
r
m
t
o
A
N
S
I
A
1
1
7
.
1
f
o
r
p
o
s
i
t
i
o
n
i
n
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re
q
u
i
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m
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t
s
f
o
r
t
h
e
h
a
n
d
i
c
a
p
p
e
d
.
B.
Lo
c
a
t
i
o
n
:
Un
l
e
s
s
r
e
q
u
i
r
e
d
o
t
h
e
r
w
i
s
e
b
y
a
p
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a
b
l
e
c
o
d
e
s
o
r
s
h
o
w
n
o
t
h
e
r
w
i
s
e
o
n
t
h
e
D
r
a
w
i
n
g
s
:
1.
To
p
B
u
t
t
s
:
5
i
n
c
h
e
s
;
t
o
p
o
f
b
u
t
t
f
r
o
m
h
e
a
d
o
f
f
r
a
m
e
.
2.
Bo
t
t
o
m
B
u
t
t
s
:
10
i
n
c
h
e
s
;
f
i
n
i
s
h
f
l
o
o
r
t
o
b
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t
t
o
m
o
f
b
u
t
t
.
3.
Mi
d
d
l
e
B
u
t
t
s:
3'
-
2
"
;
c
e
n
t
e
r
l
i
n
e
f
r
o
m
f
i
n
i
s
h
f
l
o
o
r
.
4.
Kn
o
b
s
:
3'
-
2
"
;
c
e
n
t
e
r
l
i
n
e
f
r
o
m
f
i
n
i
s
h
f
l
o
o
r
.
5.
Pu
l
l
s:
3'
-
6
"
;
c
e
n
t
e
r
l
i
n
e
f
r
o
m
f
i
n
i
s
h
f
l
o
o
r
.
6.
Pu
s
h
e
s
:
4'
-
2
"
;
c
e
n
t
e
r
l
i
n
e
f
r
o
m
f
i
n
i
s
h
f
l
o
o
r
.
7.
Lo
c
k
s
:
3'
-
2
"
;
c
e
n
t
e
r
l
i
n
e
f
r
o
m
f
i
n
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s
h
f
l
o
o
r
.
3.
0
5
CL
E
A
N
-
U
P
A.
Up
o
n
c
o
m
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t
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r
e
m
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d
d
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b
r
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s
f
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m
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.
Pa
r
t
1
.
0
0
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e
n
e
r
a
l
1.
0
1
SC
O
P
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A.
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r
n
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2
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B.
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r
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s
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1.
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.
1.
0
5
SU
B
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A.
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n
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r
a
l
:
Su
b
m
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sh
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o
p
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r
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w
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s
:
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s
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c
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e
t
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a
w
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C.
Sa
m
p
l
e
s
:
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c
h
i
t
e
m
t
y
p
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;
i
l
l
u
s
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r
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t
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t
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f
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s
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.
1.
0
6
SC
H
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D
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L
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A.
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s
t
a
l
l
m
a
t
e
r
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y
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p
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d
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m
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e
t
e
.
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C
T
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0
8
7
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0
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R
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(
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)
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r
t
2
.
0
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r
o
d
u
c
t
s
2.
0
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A.
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e
D
r
a
w
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s
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p
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M
C
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n
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f
a
c
t
u
r
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n
g
C
o
m
p
a
n
y
,
V
e
n
t
u
r
a
,
C
a
l
i
f
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r
n
i
a
.
S
u
c
h
i
s
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n
t
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n
d
e
d
t
o
e
s
t
a
b
l
i
s
h
m
i
n
i
m
u
m
q
u
a
l
i
t
y
s
t
a
n
d
a
r
d
s
,
no
t
t
o
l
i
m
i
t
c
o
m
p
e
t
i
t
i
v
e
b
i
d
d
i
n
g
.
P
r
o
d
u
c
t
s
w
i
t
h
e
q
u
a
l
o
r
s
u
p
e
r
i
o
r
c
h
a
r
a
c
t
e
r
i
s
t
i
c
s
b
y
o
t
h
e
r
m
a
n
u
f
a
c
t
u
r
e
r
s
ar
e
a
c
c
e
p
t
a
b
l
e
u
n
d
e
r
c
o
n
d
i
t
i
o
n
s
o
f
t
h
e
S
p
e
c
i
f
i
c
a
t
i
o
n
s
.
C.General Purpose Interior Seala
n
t
:
A
c
r
y
l
i
c
e
m
u
l
s
i
o
n
l
a
t
e
x
;
A
S
T
M
C
8
3
4
,
T
y
p
e
O
P
,
G
r
a
d
e
N
F
s
i
n
g
l
e
component, paintable.1.Color: Standard colors matc
h
i
n
g
f
i
n
i
s
h
e
d
s
u
r
f
a
c
e
s
.
2.Applications: Use for:a.Interior wall and ceiling con
t
r
o
l
j
o
i
n
t
s
.
b.Joints between door and w
i
n
d
o
w
f
r
a
m
e
s
a
n
d
w
a
l
l
s
u
r
f
a
c
e
s
.
c.Other interior joints for whi
c
h
n
o
o
t
h
e
r
t
y
p
e
o
f
s
e
a
l
a
n
t
i
s
i
n
d
i
c
a
t
e
d
.
D.Bathtub/Tile Sealant: White sili
c
o
n
e
;
A
S
T
M
C
9
2
0
,
U
s
e
s
I
,
M
a
n
d
A
;
s
i
n
g
l
e
c
o
m
p
o
n
e
n
t
,
m
i
l
d
e
w
r
e
s
i
s
t
a
n
t
.
1.Applications: Use for:a.Joints between plumbing f
i
x
t
u
r
e
s
a
n
d
f
l
o
o
r
a
n
d
w
a
l
l
s
u
r
f
a
c
e
s
.
E.Interior Floor Joint Sealant: Po
l
y
u
r
e
t
h
a
n
e
,
s
e
l
f
-
l
e
v
e
l
i
n
g
;
A
S
T
M
C
9
2
0
,
G
r
a
d
e
P
,
C
l
a
s
s
2
5
,
U
s
e
s
T
,
M
a
n
d
A; single component.1.Color: Standard colors matc
h
i
n
g
f
i
n
i
s
h
e
d
s
u
r
f
a
c
e
s
.
2.Applications: Use for:a.Expansion joints in floors.F.Silicone Sealant: ASTM C 920
,
G
r
a
d
e
N
S
,
C
l
a
s
s
2
5
,
U
s
e
s
N
T
,
A
,
G
,
M
,
O
;
s
i
n
g
l
e
c
o
m
p
o
n
e
n
t
,
s
o
l
v
e
n
t
curing, non-sagging, non-staini
n
g
,
f
u
n
g
u
s
r
e
s
i
s
t
a
n
t
,
n
o
n
-
b
l
e
e
d
i
n
g
.
1.Color: Clear.2.Applications: Use for:2.02ACCESSORIESA.Primer: Non-staining type, reco
m
m
e
n
d
e
d
b
y
s
e
a
l
a
n
t
m
a
n
u
f
a
c
t
u
r
e
r
t
o
s
u
i
t
a
p
p
l
i
c
a
t
i
o
n
.
B.Joint Cleaner: Non-corrosive a
n
d
n
o
n
-
s
t
a
i
n
i
n
g
t
y
p
e
,
r
e
c
o
m
m
e
n
d
e
d
b
y
s
e
a
l
a
n
t
m
a
n
u
f
a
c
t
u
r
e
r
;
c
o
m
p
a
t
i
b
l
e
with joint forming materials.C.Joint Backing: Round foam rod
c
o
m
p
a
t
i
b
l
e
w
i
t
h
s
e
a
l
a
n
t
;
A
S
T
M
D
1
6
6
7
,
c
l
o
s
e
d
c
e
l
l
P
V
C
;
o
v
e
r
s
i
z
e
d
3
0
t
o
50 percent larger than joint wid
t
h
.
D.Bond Breaker: Pressure sensit
i
v
e
t
a
p
e
r
e
c
o
m
m
e
n
d
e
d
b
y
s
e
a
l
a
n
t
m
a
n
u
f
a
c
t
u
r
e
r
t
o
s
u
i
t
a
p
p
l
i
c
a
t
i
o
n
.
PART 3 EXECUTION3.01PREPARATIONA.Remove loose materials and fo
r
e
i
g
n
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.
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d
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1
1
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3
.
D.Protect elements surrounding th
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3.02INSTALLATIONA.Perform work in accordance wit
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material installation instructions
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1
1
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3
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s
:
Qu
a
l
i
t
y
s
t
a
n
d
a
r
d
s
e
q
u
a
l
o
r
s
u
p
e
r
i
o
r
t
o
p
r
o
d
u
c
t
o
f
o
t
h
e
r
m
a
n
u
f
a
c
t
u
r
e
r
s
i
n
t
h
e
H
a
r
d
w
a
r
e
S
c
h
e
d
u
l
e
.
2.
0
2
WE
A
T
H
E
R
S
T
R
I
P
P
I
N
G
A.
Ja
m
b
s
a
n
d
H
e
a
d
:
1/
4
i
n
c
h
X
1
/
2
i
n
c
h
c
h
a
r
c
o
a
l
u
r
e
t
h
a
n
e
f
o
a
m
t
a
p
e
w
i
t
h
p
r
e
s
s
u
r
e
s
e
n
s
i
t
i
v
e
b
a
c
k
,
u
n
l
e
s
s
s
h
o
w
n
o
t
h
e
r
w
i
s
e
on
t
h
e
D
r
a
w
i
n
g
s
.
B.
Bo
t
t
o
m
P
r
o
t
e
c
t
i
o
n
(
D
o
o
r
S
h
o
e
)
:
No
.
2
1
0
A
V
e
x
t
r
u
d
e
d
a
l
u
m
i
n
u
m
w
i
t
h
s
l
o
t
t
e
d
v
i
n
y
l
i
n
s
e
r
t
,
u
n
l
e
s
s
s
h
o
w
n
o
t
h
e
r
w
i
s
e
o
n
t
h
e
D
r
a
w
i
n
g
s
.
C.
Ov
e
r
h
e
a
d
R
a
i
n
D
r
i
p
s
:
No
.
3
4
6
A
e
x
t
r
u
d
e
d
a
l
u
m
i
n
u
m
,
u
n
l
e
s
s
s
h
o
w
n
o
t
h
e
r
w
i
s
e
o
n
t
h
e
D
r
a
w
i
n
g
s
.
D.
Me
e
t
i
n
g
S
t
i
l
e
s
:
No
.
3
5
5
A
V
,
s
u
r
f
a
c
e
s
t
r
i
p
w
i
t
h
v
i
n
y
l
i
n
s
e
r
t
.
Pa
r
t
3
.
0
0
E
x
e
c
u
t
i
o
n
3.
0
1
PA
C
K
A
G
I
N
G
A.
Pa
c
k
a
g
e
i
t
e
m
s
s
e
p
a
r
a
t
e
l
y
;
c
o
m
p
l
e
t
e
w
i
t
h
s
c
r
e
w
s
,
b
o
l
t
s
,
n
u
t
s
,
w
a
s
h
e
r
s
,
e
t
c
.
L
a
b
e
l
a
n
d
i
d
e
n
t
i
f
y
p
a
c
k
a
g
e
wi
t
h
d
o
o
r
o
p
e
n
i
n
g
n
u
m
b
e
r
t
o
m
a
t
c
h
D
o
o
r
S
c
h
e
d
u
l
e
o
n
t
h
e
D
r
a
w
i
n
g
s
.
3.
0
2
PR
O
T
E
C
T
I
O
N
A.
Pr
o
t
e
c
t
m
a
t
e
r
i
a
l
s
f
r
o
m
d
a
m
a
g
e
;
r
e
m
o
v
e
a
n
d
r
e
p
l
a
c
e
d
a
m
a
g
e
d
m
a
t
e
r
i
a
l
s
w
i
t
h
n
e
w
m
a
t
e
r
i
a
l
s
a
t
n
o
ad
d
i
t
i
o
n
a
l
c
o
s
t
t
o
O
w
n
e
r
.
3.
0
3
IN
S
P
E
C
T
I
O
N
A.
Ve
r
i
f
y
t
h
a
t
d
o
o
r
s
a
n
d
f
r
a
m
e
s
a
r
e
r
e
a
d
y
t
o
r
e
c
e
i
v
e
w
o
r
k
a
n
d
d
i
m
e
n
s
i
o
n
s
a
r
e
a
s
i
n
d
i
c
a
t
e
d
o
n
s
h
o
p
dr
a
w
i
n
g
s
.
B
e
g
i
n
n
i
n
g
o
f
i
n
s
t
a
l
l
a
t
i
o
n
m
e
a
n
s
a
c
c
e
p
t
a
n
c
e
o
f
e
x
i
s
t
i
n
g
c
o
n
d
i
t
i
o
n
s
.
3.
0
4
IN
S
T
A
L
L
A
T
I
O
N
A.
In
s
t
a
l
l
i
n
a
c
c
o
r
d
w
i
t
h
m
a
n
u
f
a
c
t
u
r
e
r
'
s
i
n
s
t
r
u
c
t
i
o
n
s
a
n
d
a
c
c
e
p
t
e
d
S
h
o
p
D
r
a
w
i
n
g
s
.
3.
0
5
CL
E
A
N
-
U
P
A.
Up
o
n
c
o
m
p
l
e
t
i
o
n
o
f
w
o
r
k
o
f
t
h
i
s
S
e
c
t
i
o
n
,
r
e
m
o
v
e
r
e
l
a
t
e
d
d
e
b
r
i
s
f
r
o
m
p
r
e
m
i
s
e
s
.
Re
s
t
a
u
r
a
n
t
#
:
Is
s
u
e
D
a
t
e
:
Dr
a
w
i
n
g
RE
V
I
S
I
O
N
AR
C
H
I
T
E
C
T
S
P
R
O
J
E
C
T
Jo
b
#
UP
D
A
T
E
D
T
H
R
U
:
12
0
5
1
5-
2
1
-
1
2
XX
X
X
10
2
0
6
N
.
MI
C
H
I
G
A
N
R
D
.
CA
R
M
E
L
,
IN
D
I
A
N
A
OL
I
V
E
G
A
R
D
E
N
P
7
6
L
-
W
D
HS
K
P
2
0
1
0
.
1
DD
2
-
0
4
-
2
0
1
2
2
8-
1
7
-
1
2
AS
2
3.
0
4
ME
T
A
L
F
R
A
M
I
N
G
E
R
E
C
T
I
O
N
(
C
E
I
L
I
N
G
S
)
A.
Sm
a
l
l
A
r
e
a
s
:
At
t
a
c
h
r
u
n
n
e
r
s
a
t
c
e
i
l
i
n
g
h
e
i
g
h
t
,
t
h
r
o
u
g
h
g
y
p
s
u
m
p
a
n
e
l
s
,
t
o
e
a
c
h
p
a
r
t
i
t
i
o
n
s
t
u
d
.
I
n
s
e
r
t
s
t
e
e
l
s
t
u
d
s
i
n
ru
n
n
e
r
s
a
n
d
a
t
t
a
c
h
e
a
c
h
e
n
d
.
I
n
s
t
a
l
l
s
t
u
d
c
r
o
s
s
_
b
r
a
c
i
n
g
o
v
e
r
s
t
u
d
f
r
a
m
i
n
g
,
s
p
a
c
e
4
8
i
n
c
h
e
s
o
c
a
n
d
at
t
a
c
h
t
o
e
a
c
h
f
r
a
m
i
n
g
s
t
u
d
.
A
t
o
p
e
n
i
n
g
s
t
h
a
t
i
n
t
e
r
r
u
p
t
c
e
i
l
i
n
g
,
i
n
s
t
a
l
l
a
d
d
i
t
i
o
n
a
l
c
r
o
s
s
r
e
i
n
f
o
r
c
i
n
g
t
o
ma
i
n
t
a
i
n
s
t
r
u
c
t
u
r
a
l
i
n
t
e
g
r
i
t
y
o
f
f
r
a
m
i
n
g
.
B.
La
r
g
e
A
r
e
a
s
:
In
s
t
a
l
l
h
a
n
g
e
r
w
i
r
e
s
,
c
a
r
r
y
i
n
g
m
e
m
b
e
r
s
,
f
u
r
r
i
n
g
c
h
a
n
n
e
l
s
a
n
d
r
e
i
n
f
o
r
c
i
n
g
a
t
o
p
e
n
i
n
g
s
,
i
n
a
c
c
o
r
d
w
i
t
h
sy
s
t
e
m
m
a
n
u
f
a
c
t
u
r
e
r
'
s
s
p
e
c
i
f
i
c
a
t
i
o
n
s
.
3.
0
5
PA
N
E
L
E
R
E
C
T
I
O
N
A.
Fa
c
e
B
o
a
r
d
s
:
1.
Pa
r
t
i
t
i
o
n
s
a.
Si
n
g
l
e
L
a
y
e
r
:
Ap
p
l
y
f
a
c
e
o
u
t
;
l
o
n
g
d
i
m
e
n
s
i
o
n
v
e
r
t
i
c
a
l
,
w
i
t
h
j
o
i
n
t
s
o
v
e
r
s
t
u
d
s
.
J
o
i
n
t
s
o
n
o
p
p
o
s
i
t
e
s
i
d
e
s
o
f
p
a
r
t
i
t
i
o
n
on
d
i
f
f
e
r
e
n
t
s
t
u
d
s
.
A
t
t
a
c
h
w
i
t
h
n
a
i
l
s
s
p
a
c
e
d
a
s
r
e
q
u
i
r
e
d
f
o
r
s
y
s
t
e
m
u
s
e
d
(
r
a
t
e
d
o
r
n
o
n
-
r
a
t
e
d
as
s
e
m
b
l
i
e
s
)
.
b.
Do
u
b
l
e
L
a
y
e
r
:
Sa
m
e
a
s
f
o
r
s
i
n
g
l
e
l
a
y
e
r
,
e
x
c
e
p
t
f
a
c
e
l
a
y
e
r
j
o
i
n
t
s
o
f
f
s
e
t
f
r
o
m
b
a
s
e
l
a
y
e
r
j
o
i
n
t
s
.
2.
Ce
i
l
i
n
g
s
Ap
p
l
y
w
i
t
h
l
o
n
g
d
i
m
e
n
s
i
o
n
a
t
r
i
g
h
t
a
n
g
l
e
s
t
o
f
r
a
m
i
n
g
m
e
m
b
e
r
s
a
n
d
f
a
s
t
e
n
a
s
r
e
q
u
i
r
e
d
f
o
r
s
y
s
t
e
m
u
s
e
d
.
Ab
u
t
t
i
n
g
e
n
d
s
o
r
e
d
g
e
j
o
i
n
t
s
o
v
e
r
f
r
a
m
i
n
g
;
f
i
t
n
e
a
t
l
y
a
n
d
a
c
c
u
r
a
t
e
l
y
w
i
t
h
e
n
d
j
o
i
n
t
s
s
t
a
g
g
e
r
e
d
.
S
u
p
p
o
r
t
ar
o
u
n
d
c
u
t
-
o
u
t
s
a
n
d
o
p
e
n
i
n
g
s
.
3.
So
u
n
d
S
e
a
l
i
n
g
Wh
e
r
e
s
o
u
n
d
p
a
r
t
i
t
i
o
n
s
a
n
d
/
o
r
c
e
i
l
i
n
g
s
a
r
e
s
h
o
w
n
o
n
t
h
e
d
r
a
w
i
n
g
s
,
s
e
a
l
s
i
d
e
s
a
n
d
b
a
c
k
s
o
f
e
l
e
c
t
r
i
c
a
l
bo
x
e
s
b
y
"
b
u
t
t
e
r
i
n
g
"
w
i
t
h
a
c
o
u
s
t
i
c
a
l
s
e
a
l
a
n
t
d
u
r
i
n
g
t
i
m
e
o
f
p
a
r
t
i
t
i
o
n
f
r
a
m
i
n
g
a
n
d
p
r
i
o
r
t
o
e
r
e
c
t
i
o
n
o
f
pa
n
e
l
s
.
S
e
a
l
j
o
i
n
t
s
b
e
t
w
e
e
n
b
o
x
a
n
d
c
u
t
-
o
u
t
i
n
p
a
n
e
l
w
i
t
h
a
c
o
u
s
t
i
c
a
l
s
e
a
l
a
n
t
.
4.
W/
R
S
e
a
l
i
n
g
Ap
p
l
y
s
e
a
l
a
n
t
t
o
c
u
t
e
d
g
e
s
a
n
d
f
a
s
t
e
n
e
r
h
e
a
d
s
.
3.
0
6
AC
C
E
S
S
O
R
I
E
S
I
N
S
T
A
L
L
A
T
I
O
N
A.
Co
r
n
e
r
B
e
a
d
s
:
In
s
t
a
l
l
o
n
e
x
t
e
r
n
a
l
c
o
r
n
e
r
s
,
w
i
t
h
f
a
s
t
e
n
e
r
s
s
p
a
c
e
d
9
i
n
c
h
e
s
o
c
.
B.
Me
t
a
l
T
r
i
m
:
In
s
t
a
l
l
w
i
t
h
f
a
s
t
e
n
e
r
s
s
p
a
c
e
d
9
i
n
c
h
e
s
o
c
,
w
h
e
r
e
s
h
o
w
n
o
n
D
r
a
w
i
n
g
s
a
n
d
w
h
e
r
e
w
a
l
l
b
o
a
r
d
s
u
r
f
a
c
e
s
m
e
e
t
di
s
s
i
m
i
l
a
r
m
a
t
e
r
i
a
l
s
.
C.
Co
n
t
r
o
l
J
o
i
n
t
s
:
In
s
t
a
l
l
w
h
e
r
e
s
h
o
w
n
o
n
t
h
e
D
r
a
w
i
n
g
s
,
a
t
c
h
a
n
g
e
s
i
n
b
a
c
k
u
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m
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i
a
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d
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t
3
0
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-
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o
c
.
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t
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c
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6
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c
h
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s
o
c
.
3.
0
7
FI
N
I
S
H
T
R
E
A
T
M
E
N
T
A.
Ge
n
e
r
a
l
:
Tr
e
a
t
j
o
i
n
t
s
,
i
n
t
e
r
i
o
r
a
n
g
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f
a
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s
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a
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d
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s
.
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r
e
a
t
j
o
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o
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s
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r
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a
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t
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c
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v
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ce
r
a
m
i
c
t
i
l
e
.
B.
Jo
i
n
t
s
:
1.
Em
b
e
d
d
i
n
g
T
a
p
e
Ap
p
l
y
c
o
m
p
o
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n
d
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n
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f
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.
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p
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d
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p
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d
.
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o
l
l
o
w
i
m
m
e
d
i
a
t
e
l
y
w
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t
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t
h
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n
s
k
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m
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o
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t
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v
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m
b
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d
t
a
p
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b
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t
n
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t
o
fu
n
c
t
i
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n
a
s
a
s
e
c
o
n
d
c
o
a
t
.
F
o
l
d
a
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d
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b
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d
t
a
p
e
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n
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t
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u
e
a
n
g
l
e
s
.
2.
Se
c
o
n
d
C
o
a
t
Ap
p
l
y
o
v
e
r
e
m
b
e
d
d
i
n
g
c
o
a
t
,
f
i
l
l
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n
g
p
a
n
e
l
t
a
p
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r
f
l
u
s
h
w
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t
h
s
u
r
f
a
c
e
;
c
o
v
e
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t
a
p
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a
n
d
f
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t
h
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n
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p
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d
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p
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3.
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n
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h
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o
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t
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r
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a
d
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n
l
y
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d
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t
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o
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d
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f
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t
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h
.
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e
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p
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;
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l
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a
c
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.
C.
Fa
s
t
e
n
e
r
s
:
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p
l
y
c
o
m
p
o
u
n
d
t
o
d
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p
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s
s
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f
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s
t
c
o
a
t
.
F
o
l
l
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w
w
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m
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m
u
m
o
f
2
a
d
d
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t
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o
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a
l
c
o
a
t
s
,
l
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a
v
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n
g
de
p
r
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s
s
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o
n
s
s
m
o
o
t
h
a
n
d
l
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v
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l
w
i
t
h
p
l
a
n
e
o
f
s
u
r
f
a
c
e
.
D.
Ac
c
e
s
s
o
r
i
e
s
:
1.
Fi
r
s
t
C
o
a
t
Ap
p
l
y
c
o
m
p
o
u
n
d
a
n
d
f
e
a
t
h
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r
o
u
t
f
r
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m
g
r
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u
n
d
t
o
p
l
a
n
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o
f
s
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r
f
a
c
e
.
2.
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c
o
n
d
C
o
a
t
Ex
t
e
n
d
c
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m
p
o
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n
d
s
l
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t
l
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b
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f
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s
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c
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o
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t
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f
a
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f
p
a
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e
l
.
3.
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n
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s
h
C
o
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t
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n
d
c
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m
p
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u
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d
s
l
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t
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b
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d
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d
c
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d
f
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m
g
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l
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a
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S
a
n
d
fi
n
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l
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m
o
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t
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s
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r
f
a
c
e
.
E.
Te
x
t
u
r
e
:
1.
Wa
l
l
s
Ro
l
l
e
r
a
p
p
l
y
c
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m
p
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n
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t
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s
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.
3.
0
8
CL
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A
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-
U
P
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t
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,
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m
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r
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0
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6
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B.
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3
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t
1.
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4
RE
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d
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(
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o
r
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A.
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a
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:
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.
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3.
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.
3.
0
3
IN
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A.
In
s
u
l
a
t
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o
n
:
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1.
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Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, services, equipment and appliances required for threshold work indicated on theDrawings and specified herein.1.02WORK INCLUDED, BUT NOT INCLUSIVEA.Thresholds for exterior doors1.03RELATED WORK SPECIFIED ELSEWHEREA.Finish HardwareB.Weatherstripping and seals1.04QUALITY ASSURANCEA.Manufacturer specializing in manufacturing door hardware with minimum three years experience.1.05SUBMITTALSA.General:Submit per SUBMITTALS Section. Owner's acceptance is required prior to start of fabrication and/orshipment.B.Shop Drawings:Base on details shown on the Drawings. Show types, lengths, sequences for piece installation andanchors. Include product data and manufacturer's installation instructions. Detail to serve as installationdrawings.C.Samples:Submit two of each item type; illustrating type and finish.1.06SCHEDULINGA.Install materials only after finish painting of doors and frames related to the items herein specified iscomplete.Part 2.00 Products2.01MANUFACTURERA.The Drawings were prepared and this Specification written on the basis of using the products of PEMKOManufacturing Company, Ventura, California. Such is intended to establish minimum quality standards,not to limit competitive bidding. Products with equal or superior characteristics by other manufacturersare acceptable under conditions of the Specifications.SECTION 08731THRESHOLDS2.02MATERIALSA.Provide type and finish indicated on the Drawings.Part 3.00 Execution3.01PACKAGINGA.Package items separately; complete with screws, bolts, nuts, washers, etc. Label and identify packagewith door opening number to match Door Schedule on the Drawings.3.02PROTECTIONA.Protect materials from damage; remove and replace damaged materials with new materials at noadditional cost to Owner.3.03INSPECTIONA.Verify that doors and frames are ready to receive work and dimensions are as indicated on shopdrawings. Beginning of installation means acceptance of existing conditions.3.04INSTALLATIONA.Install in accord with manufacturer's instructions and accepted Shop Drawings. Fit tightly at jambs.3.05CLEAN-UPA.Upon completion of work of this Section, remove related debris from premises.SECTION 09221STUCCO (CMU AND WD FR)3.05ACCESSORY APPLICATIONA.Set level and plumb to straight
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1.Casing Beads:Install where indicated and/o
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o
b
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o
n
not greater than 10-foot centers
.
C.Base Coats:Apply in two coats:1.Scratch CoatModerately wet masonry imm
e
d
i
a
t
e
l
y
b
e
f
o
r
e
a
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.
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p
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o
form good bond to masonry a
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s
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a
n
4
8
hours.2.Brown CoatApply after scratch coat has
s
e
t
f
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r
m
a
n
d
h
a
r
d
.
B
r
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rod and darby without use of
a
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D
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less than 48 hours after settin
g
.
D.Finish Coat:Scratch in thoroughly and imme
d
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g
.
Fogspray surface with water for
s
e
v
e
r
a
l
d
a
y
s
a
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e
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.
T
e
x
t
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e
s
a
s
f
o
l
l
o
w
s
:
1.Textured "sand finish"; coord
i
n
a
t
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e
x
a
c
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e
q
u
i
r
e
m
e
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t
s
w
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t
h
O
w
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e
r
.
3.07PATCHINGA.Point up around trim and other
w
o
r
k
.
C
u
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o
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;
m
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x
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work, at no additional cost to O
w
n
e
r
.
3.08CLEANUPA.Upon completion of work of this
S
e
c
t
i
o
n
,
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e
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.
SE
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9
2
6
0
GY
P
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B
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A
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S
Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, service
s
,
e
q
u
i
p
m
e
n
t
a
n
d
a
p
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b
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w
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k
i
n
d
i
c
a
t
e
d
on the Drawings and specified
h
e
r
e
i
n
.
1.02WORK INCLUDED, BUT NOT IN
C
L
U
S
I
V
E
A.Gypsum wallboard panelsB.Metal framing systems for ceilin
g
s
a
n
d
w
a
l
l
s
C.AccessoriesD.Joint treatment1.03RELATED WORK SPECIFIED EL
S
E
W
H
E
R
E
A.Wood Framing SystemsB.Non-gypsum ceiling systemsC.Finishes applied to gypsum wal
l
b
o
a
r
d
D.InsulationE.Acoustical sealant1.04INTENTThis Specification generally outli
n
e
s
re
q
u
i
r
e
m
e
n
t
s
fo
r
sy
s
t
e
m
s
co
n
s
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r
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c
t
i
o
n
,
it
is
no
t
in
t
e
n
d
e
d
to
mo
d
i
f
y
,
amend or otherwise change sy
s
t
e
m
ma
n
u
f
a
c
t
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e
r
'
s
sp
e
c
i
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i
c
a
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i
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n
s
fo
r
us
e
s
in
t
e
n
d
e
d
;
ma
n
u
f
a
c
t
u
r
e
r
'
s
specifications govern.1.05QUALITY ASSURANCEA.Materials shall be furnished by
o
n
e
m
a
n
u
f
a
c
t
u
r
e
r
o
n
l
y
.
1.06SUBCONTRACTOR'S QUALIFIC
A
T
I
O
N
S
A.Subcontractor shall have a min
i
m
u
m
o
f
f
i
v
e
y
e
a
r
s
e
x
p
e
r
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w
a
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w
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a
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d
s
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a
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b
e
a
p
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d
b
y
materials manufacturer as a qu
a
l
i
f
i
e
d
a
p
p
l
i
c
a
t
o
r
.
1.07REFERENCE STANDARDSA.American Society for Testing M
a
t
e
r
i
a
l
s
(
A
S
T
M
)
B.Underwriters Laboratories (UL)C.Federal Specifications (FS)1.08COORDINATIONA.Build openings and chases for h
e
a
t
i
n
g
,
p
l
u
m
b
i
n
g
a
n
d
e
l
e
c
t
r
i
c
a
l
d
u
c
t
s
,
p
i
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s
a
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d
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o
n
d
u
i
t
s
i
n
t
o
p
a
r
t
i
t
i
o
n
s
and ceilings. Consult other trad
e
s
i
n
a
d
v
a
n
c
e
a
n
d
m
a
k
e
p
r
o
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e
i
r
w
o
r
k
t
o
a
v
o
i
d
c
u
t
t
i
n
g
a
n
d
patching.2.05TEXTURE (FOR PAINTED SURF
A
C
E
S
)
A.Walls: Smooth finish preparatio
n
f
o
r
p
a
i
n
t
i
n
g
.
Part 2.00 Products2.01MANUFACTURERA. The Drawings were prepared a
n
d
t
h
i
s
S
p
e
c
i
f
i
c
a
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i
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n
w
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b
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t
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e
p
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d
u
c
t
s
o
f
U
n
i
t
e
d
States Gypsum Company, Chic
a
g
o
,
I
l
l
i
n
o
i
s
.
2.02BASIC MATERIALSA.Metal Framing (Ceilings and W
a
l
l
s
)
1.Small Areas and WallsUSG studs of appropriate siz
e
a
n
d
g
a
g
e
f
o
r
s
p
a
n
o
r
a
s
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n
d
i
c
a
t
e
d
o
n
t
h
e
d
r
a
w
i
n
g
s
.
2.Large Areas (Ceilings)USG furring channel "Grillage
"
o
r
"
D
i
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e
c
t
S
u
s
p
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"
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d
b
y
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a
n
u
f
a
c
t
u
r
e
r
.
B.Gypsum Panels:1.General FS SS-L-30D and ASTM C-3
6
.
2.Face Boardsa.General Use:"Sheetrock" "Firecode", 5/8
i
n
c
h
e
s
t
h
i
c
k
,
4
8
i
n
c
h
e
s
w
i
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e
,
a
n
d
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n
g
t
h
s
a
s
r
e
q
u
i
r
e
d
.
b.Toilets and Ceramic Tile B
a
c
k
u
p
:
"Sheetrock" "Firecode" "W
/
R
"
,
5
/
8
i
n
c
h
e
s
t
h
i
c
k
,
4
8
i
n
c
h
e
s
w
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e
,
l
e
n
g
t
h
s
a
s
r
e
q
u
i
r
e
d
.
3.Fasteners:As required by manufacturer
a
n
d
/
o
r
c
o
d
e
f
o
r
s
y
s
t
e
m
u
s
e
d
.
2.03MISCELLANEOUS MATERIAL
S
A.Joint Treatment:1.GeneralASTM C475-64 and FS SS-J
-
5
7
0
B
,
T
y
p
e
I
f
o
r
c
o
m
p
o
u
n
d
s
,
T
y
p
e
I
I
f
o
r
t
a
p
e
.
2.Interiora.Taping and Finishing Com
p
o
u
n
d
:
"
D
u
r
a
b
o
n
d
"
o
f
c
o
n
t
r
a
c
t
o
r
'
s
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o
i
c
e
b.Tape: "Perf-A-Tape"B.Drywall Adhesives: "Durabond
2
1
0
o
r
9
0
"
C."W/R" Panel Sealant: "Sheetroc
k
"
"
W
/
R
"
s
e
a
l
a
n
t
.
2.04ACCESSORIESA.Corner Beads:"Durabead," No. 101, galvanize
d
a
n
d
3
/
4
"
r
a
d
.
e
x
t
e
r
i
o
r
c
o
r
n
e
r
B.Metal Trim (casing beads):No. 200B, galvanizedC.Control Joints:No. 093, roll-formed zinc.3.00 Execution3.01GENERALA.Contractor select and be respo
n
s
i
b
l
e
f
o
r
s
p
e
c
i
f
i
c
s
y
s
t
e
m
s
u
s
e
d
r
e
l
a
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e
d
t
o
a
t
t
a
c
h
m
e
n
t
,
f
a
s
t
e
n
e
r
t
y
p
e
(length and spacing), etc. Requ
i
r
e
m
e
n
t
s
o
f
g
o
v
e
r
n
i
n
g
l
a
w
s
,
o
r
d
i
n
a
n
c
e
s
,
c
o
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s
a
n
d
r
e
g
u
l
a
t
i
o
n
s
,
a
l
o
n
g
with system manufacturer's spe
c
i
f
i
c
a
t
i
o
n
s
g
o
v
e
r
n
s
e
l
e
c
t
i
o
n
.
3.02DELIVERY AND STORAGEA.Deliver materials in original uno
p
e
n
e
d
p
a
c
k
a
g
e
s
a
n
d
s
t
o
r
e
i
n
e
n
c
l
o
s
e
d
s
h
e
l
t
e
r
p
r
o
v
i
d
i
n
g
p
r
o
t
e
c
t
i
o
n
f
r
o
m
damage and exposure to the el
e
m
e
n
t
s
.
R
e
m
o
v
e
d
a
m
a
g
e
d
o
r
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e
t
e
r
i
o
r
a
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e
d
m
a
t
e
r
i
a
l
s
f
r
o
m
p
r
e
m
i
s
e
s
.
3.03TEMPERATURE CONDITIONSA.During gypsum panel erection a
n
d
j
o
i
n
t
f
i
n
i
s
h
i
n
g
,
m
a
i
n
t
a
i
n
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e
m
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WR)Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, services, equipment and appliances required for stucco work indicated on theDrawings and specified herein.1.02WORK INCLUDED, BUT NOT INCLUSIVEA.Weather resistant barrier (open framing only)B.Metal lath (open framing only)C.Plaster base coatsD.Plaster finish coatE.AccessoriesF.Texture and finish1.03RELATED WORK SPECIFIED ELSEWHEREA."Coating" finishes applied to stucco (if required)B.MasonryC.SheathingD.Sealants1.04INTENTThis Specification generally outlines requirements for stucco systems construction, it is not intended tomodify, amend or otherwise change system manufacturer's specifications for uses intended; manufacturer'sspecifications govern.1.05QUALITY STANDARDSA.Materials shall be furnished by one manufacturer only.1.06SUBCONTRACTOR'S QUALIFICATIONSA.Minimum of five years previous experience in similar work; approved by stucco materials manufactureras qualified applicator.1.07REFERENCE STANDARDSA.American Society for Testing Materials (ASTM):B.Federal Specifications (FS):1.08COORDINATIONA.Build openings for mechanical, plumbing and electrical into stucco walls and soffits. Consult other tradesin advance and make provisions for their work to avoid cutting and patching.Part 2.00 Products2.01MANUFACTURERA.The Drawings were prepared and this Specification written on the basis of using the products of LaHabraStucco located in Anaheim, CA 92807 (714-774-1186). Such is intended to establish minimum qualitystandards, not to limit competitive bidding. Products with equal or superior characteristics by othermanufacturers are acceptable under conditions of the Specifications.2.02MATERIALSA.Weather Resistant Barrier: Apply one coat of Sto Gold Coat by spray or roller in a uniform, continuousILOPRIZHWPLOVWRWKHSUHSDUHGVXEVWUDWHWKHQRQHOD\HURI*UDGH³'´DVSKDOWLPSUHJQDWHGEXLOGLQJpaper, IBC Section 1403. stagger horizontal and vertical jointsB.Metal Lath:"Junior Diamond Mesh"; galvanized, self\_furring.C.Scratch coat:Apply a 1/2 inch of LaHabra Fiber -47 Fastwall over metal lath and allow to cure for 48 hours.D.Brown coat: Apply 1/2 inch to 3/4 inch of LaHabra Fiber -47 Fastwall.E.Finish Coat Plaster:"Oriental" exterior finish stucco, color; white.F.Accessories:1.Casing BeadsNo. 662.Corner BeadsNo. 1A3.CorneriteUSG "Cornerite"4.StriplathUSG "Striplath"5.Control JointsFormed from two casing beads separated by 1/16 inch space.Part 3.00 Execution3.01GENERALA.Contractor select and be responsible for systems related to fire ratings (UL design), attachment, fastenertype, length and spacing, etc. Requirements of governing laws, ordinances, codes and regulations alongwith system manufacturer's specifications govern selection.3.02DELIVERY AND STORAGEA.Deliver materials in original unopened packages and store in enclosed shelter providing protection fromdamage and exposure to the elements. Remove damaged or deteriorated materials from premises.3.03TEMPERATURE CONDITIONSA.Do not apply plaster when ambient temperature is 40 degrees F or lower, or when drop in temperature isbelow 40 degrees F or lower, is anticipated within 48 hours after application.3.04METAL LATH APPLICATIONA.Apply with long dimension across supports; true even surfaces. Secure lath at support locations atintervals not exceeding 6 inches. Tie or otherwise secure sidelaps or junctions of sides of lath betweensupports at intervals not exceeding 9 inches.
Re
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Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, service
s
,
e
q
u
i
p
m
e
n
t
a
n
d
a
p
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i
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n
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i
n
d
i
c
a
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e
d
o
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e
drawings and specified herein.1.02SUMMARYA.Provide Floor to Ceiling Anchor
e
d
s
y
s
t
e
m
,
S
o
l
i
d
P
h
e
n
o
l
i
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o
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P
a
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s
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d
F
l
o
o
r
A
n
c
h
o
r
e
d
P
r
i
v
a
c
y
Screens as indicated on Drawin
g
s
a
n
d
a
s
s
p
e
c
i
f
i
e
d
h
e
r
e
i
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.
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r
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B
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B
a
t
h
Accessories.B.Related Sections include the fo
l
l
o
w
i
n
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r
e
e
y
e
a
r
s
e
x
p
e
r
i
e
n
c
e
.
1.
0
5
RE
G
U
L
A
T
O
R
Y
A
G
E
N
C
Y
R
E
Q
U
I
R
E
M
E
N
T
S
A.
Co
n
f
o
r
m
t
o
a
p
p
l
i
c
a
b
l
e
c
o
d
e
s
f
o
r
i
n
s
t
a
l
l
a
t
i
o
n
.
1.
0
6
RE
F
E
R
E
N
C
E
S
T
A
N
D
A
R
D
S
A.
Un
d
e
r
w
r
i
t
e
r
s
L
a
b
o
r
a
t
o
r
i
e
s
(
U
L
)
B.
Na
t
i
o
n
a
l
E
l
e
c
t
r
i
c
M
a
n
u
f
a
c
t
u
r
e
r
s
A
s
s
o
c
i
a
t
i
o
n
(
N
E
M
A
)
C.
Am
e
r
i
c
a
n
G
a
s
A
s
s
o
c
i
a
t
i
o
n
(
A
G
A
)
D.
Am
e
r
i
c
a
n
S
o
c
i
e
t
y
o
f
M
e
c
h
a
n
i
c
a
l
E
n
g
i
n
e
e
r
s
(
A
S
M
E
)
E.
Na
t
i
o
n
a
l
F
i
r
e
P
r
o
t
e
c
t
i
o
n
A
s
s
o
c
i
a
t
i
o
n
(
N
F
P
A
)
F.
Am
e
r
i
c
a
n
S
o
c
i
e
t
y
f
o
r
T
e
s
t
i
n
g
M
a
t
e
r
i
a
l
s
(
A
S
T
M
)
1.
0
7
IN
S
T
A
L
L
A
T
I
O
N
I
N
S
T
R
U
C
T
I
O
N
S
A.
Ow
n
e
r
w
i
l
l
p
r
o
v
i
d
e
e
q
u
i
p
m
e
n
t
m
a
n
u
f
a
c
t
u
r
e
r
'
s
i
n
s
t
a
l
l
a
t
i
o
n
i
n
s
t
r
u
c
t
i
o
n
s
f
o
r
C
o
n
t
r
a
c
t
o
r
'
s
u
s
e
.
1.
0
8
OP
E
R
A
T
I
O
N
A
N
D
M
A
I
N
T
E
N
A
N
C
E
D
A
T
A
A.
Ow
n
e
r
w
i
l
l
p
r
o
v
i
d
e
e
q
u
i
p
m
e
n
t
m
a
n
u
f
a
c
t
u
r
e
r
'
s
o
p
e
r
a
t
i
o
n
a
n
d
m
a
i
n
t
e
n
a
n
c
e
d
a
t
a
f
o
r
C
o
n
t
r
a
c
t
o
r
'
s
u
s
e
.
1.
0
9
CO
O
R
D
I
N
A
T
I
O
N
A.
Co
o
r
d
i
n
a
t
e
s
i
z
e
o
f
a
c
c
e
s
s
a
n
d
r
o
u
t
e
t
o
p
l
a
c
e
o
f
i
n
s
t
a
l
l
a
t
i
o
n
.
SE
C
T
I
O
N
1
1
4
0
0
FO
O
D
S
E
R
V
I
C
E
E
Q
U
I
P
M
E
N
T
(
I
N
S
T
A
L
L
A
T
I
O
N
)
3.
Co
n
d
u
i
t
;
R
i
g
i
d
z
i
n
c
-
c
o
a
t
e
d
s
t
e
e
l
a
n
d
f
i
t
t
i
n
g
s
c
o
n
f
o
r
m
i
n
g
t
o
E
L
E
C
T
R
I
C
A
L
D
i
v
i
s
i
o
n
,
o
r
a
p
p
r
o
v
e
d
Or
a
n
g
e
b
u
r
g
o
r
T
r
a
n
s
i
t
e
d
u
c
t
.
4.
Se
a
l
a
n
t
;
c
l
e
a
r
s
i
l
i
c
o
n
e
.
5.
In
s
u
l
a
t
i
o
n
;
"
A
r
m
a
f
l
e
x
"
f
o
a
m
e
d
p
l
a
s
t
i
c
m
i
n
i
m
u
m
1
/
2
i
n
c
h
t
h
i
c
k
n
e
s
s
.
6.
So
l
d
e
r
;
u
s
e
s
i
l
v
e
r
s
o
l
d
e
r
,
s
i
l
v
e
r
c
o
n
t
e
n
t
n
o
t
l
e
s
s
t
h
a
n
5
0
p
e
r
c
e
n
t
,
f
o
r
s
t
e
e
l
t
o
c
o
p
p
e
r
c
o
n
n
e
c
t
i
o
n
.
U
s
e
Si
l
F
o
s
f
o
r
c
o
p
p
e
r
t
o
c
o
p
p
e
r
.
D
o
n
o
t
u
s
e
s
o
f
t
s
o
l
d
e
r
.
3.
0
2
IN
S
P
E
C
T
I
O
N
A.
Ve
r
i
f
y
v
e
n
t
i
l
a
t
i
o
n
o
u
t
l
e
t
s
,
s
e
r
v
i
c
e
c
o
n
n
e
c
t
i
o
n
s
,
a
n
d
s
u
p
p
o
r
t
s
a
r
e
c
o
r
r
e
c
t
a
n
d
i
n
r
e
q
u
i
r
e
d
l
o
c
a
t
i
o
n
.
V
e
r
i
f
y
al
l
w
a
l
l
s
a
r
e
f
i
n
i
s
h
e
d
,
c
e
i
l
i
n
g
g
r
i
d
/
p
a
n
e
l
s
a
n
d
r
e
l
a
t
e
d
i
t
e
m
s
(
l
i
g
h
t
s
,
g
r
i
l
l
s
,
e
t
c
.
)
i
n
s
t
a
l
l
e
d
,
a
n
d
f
l
o
o
r
t
i
l
e
in
s
t
a
l
l
e
d
a
n
d
c
l
e
a
n
e
d
.
B
e
g
i
n
n
i
n
g
o
f
i
n
s
t
a
l
l
a
t
i
o
n
m
e
a
n
s
a
c
c
e
p
t
a
n
c
e
o
f
e
x
i
s
t
i
n
g
c
o
n
d
i
t
i
o
n
s
.
3.
0
3
PR
E
P
A
R
A
T
I
O
N
A.
Br
o
o
m
s
w
e
e
p
b
u
i
l
d
i
n
g
c
l
e
a
n
.
S
t
u
d
y
D
r
a
w
i
n
g
s
a
n
d
r
e
p
o
r
t
t
o
O
w
n
e
r
a
n
y
c
o
m
p
r
e
s
s
o
r
a
n
d
c
o
n
d
e
n
s
i
n
g
u
n
i
t
lo
c
a
t
e
d
w
i
t
h
o
u
t
a
d
e
q
u
a
t
e
v
e
n
t
i
l
a
t
i
o
n
,
s
o
a
s
t
o
a
f
f
e
c
t
o
p
e
r
a
t
i
o
n
a
l
e
f
f
i
c
i
e
n
c
y
o
f
s
u
c
h
u
n
i
t
s
,
a
n
d
i
n
c
l
u
d
e
w
i
t
h
re
p
o
r
t
r
e
c
o
m
m
e
n
d
a
t
i
o
n
s
f
o
r
c
o
r
r
e
c
t
i
v
e
p
r
o
c
e
d
u
r
e
s
.
I
n
s
t
a
l
l
n
o
w
o
r
k
u
n
t
i
l
a
d
e
q
u
a
t
e
v
e
n
t
i
l
a
t
i
o
n
i
s
a
r
r
a
n
g
e
d
.
B.
St
u
d
y
d
r
a
w
i
n
g
s
a
n
d
r
e
p
o
r
t
a
n
y
c
o
n
f
l
i
c
t
a
f
f
e
c
t
i
n
g
t
h
e
i
n
s
t
a
l
l
a
t
i
o
n
t
o
O
w
n
e
r
'
s
R
e
p
r
e
s
e
n
t
a
t
i
v
e
.
3.
0
4
IN
S
T
A
L
L
A
T
I
O
N
A.
Ge
n
e
r
a
l
:
In
s
t
a
l
l
i
t
e
m
s
i
n
a
c
c
o
r
d
w
i
t
h
m
a
n
u
f
a
c
t
u
r
e
r
s
'
i
n
s
t
r
u
c
t
i
o
n
s
a
n
d
f
a
b
r
i
c
a
t
o
r
'
s
S
h
o
p
D
r
a
w
i
n
g
s
.
I
n
s
t
a
l
l
i
n
a
c
c
o
r
d
wi
t
h
l
o
c
a
l
G
o
v
e
r
n
i
n
g
H
e
a
l
t
h
,
B
u
i
l
d
i
n
g
a
n
d
S
a
f
e
t
y
,
a
n
d
F
i
r
e
P
r
o
t
e
c
t
i
o
n
C
o
d
e
s
a
n
d
R
e
g
u
l
a
t
i
o
n
s
a
n
d
N
E
M
A
,
UL
,
A
G
A
,
A
S
M
E
a
n
d
N
F
P
A
.
B.
El
e
c
t
r
o
l
y
s
i
s
:
In
s
u
l
a
t
e
t
o
p
r
e
v
e
n
t
e
l
e
c
t
r
o
l
y
s
i
s
b
e
t
w
e
e
n
d
i
s
s
i
m
i
l
a
r
m
e
t
a
l
s
.
P
r
o
v
i
d
e
s
e
a
l
a
n
t
t
o
a
c
h
i
e
v
e
c
l
e
a
n
j
o
i
n
t
w
i
t
h
o
u
t
cr
e
v
i
c
e
s
.
C.
Eq
u
i
p
m
e
n
t
:
1.
Ge
n
e
r
a
l
Se
t
i
n
p
l
a
c
e
a
n
d
p
o
s
i
t
i
o
n
p
e
r
k
i
t
c
h
e
n
e
q
u
i
p
m
e
n
t
p
l
a
n
;
r
e
a
d
y
f
o
r
u
t
i
l
i
t
y
h
o
o
k
u
p
.
A
f
t
e
r
u
t
i
l
i
t
y
h
o
o
k
u
p
s
a
r
e
ma
d
e
,
l
e
v
e
l
a
n
d
s
e
c
u
r
e
d
i
s
h
t
a
b
l
e
s
t
o
s
l
o
p
e
t
o
w
a
r
d
s
d
i
s
h
w
a
s
h
e
r
.
C
o
m
p
l
e
t
e
l
y
c
l
o
s
e
a
n
d
s
e
a
l
g
a
p
s
,
jo
i
n
t
s
a
n
d
s
e
a
m
s
b
e
t
w
e
e
n
f
i
x
t
u
r
e
s
/
e
q
u
i
p
m
e
n
t
a
n
d
w
a
l
l
s
,
c
e
i
l
i
n
g
s
a
n
d
f
l
o
o
r
s
w
i
t
h
s
t
a
i
n
l
e
s
s
s
t
e
e
l
t
r
i
m
st
r
i
p
s
a
n
d
/
o
r
c
l
e
a
r
s
i
l
i
c
o
n
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s
e
a
l
a
n
t
.
D
o
n
o
t
u
s
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e
a
l
a
n
t
i
n
j
o
i
n
t
s
o
r
s
e
a
m
s
o
v
e
r
3
/
1
6
i
n
c
h
w
i
d
e
.
2.
Re
f
r
i
g
e
r
a
n
t
P
i
p
i
n
g
In
s
t
a
l
l
c
o
p
p
e
r
t
u
b
i
n
g
a
n
d
f
i
t
t
i
n
g
s
.
C
u
t
w
i
t
h
p
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p
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c
u
t
t
e
r
s
a
n
d
r
e
s
h
a
p
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w
i
t
h
s
i
z
i
n
g
t
o
o
l
.
E
x
p
o
s
e
p
i
p
i
n
g
t
o
vi
e
w
a
s
r
e
q
u
i
r
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d
b
y
A
m
e
r
i
c
a
n
S
t
a
n
d
a
r
d
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a
f
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t
y
C
o
d
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f
o
r
M
e
c
h
a
n
i
c
a
l
R
e
f
r
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g
e
r
a
t
i
o
n
.
F
o
r
e
x
p
o
s
e
d
a
r
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a
s
or
a
c
c
e
s
s
i
b
l
e
f
u
r
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d
c
e
i
l
i
n
g
s
p
a
c
e
s
,
u
s
e
h
a
r
d
c
o
p
p
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r
t
u
b
i
n
g
.
R
u
n
e
x
p
o
s
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d
t
u
b
i
n
g
i
n
s
u
c
h
m
a
n
n
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r
a
s
t
o
pr
e
v
e
n
t
d
a
m
a
g
e
f
r
o
m
a
c
t
i
v
i
t
i
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s
i
n
a
r
e
a
;
o
t
h
e
r
w
i
s
e
,
r
u
n
t
u
b
i
n
g
i
n
p
i
p
e
o
r
c
o
n
d
u
i
t
.
a.
Su
c
t
i
o
n
L
i
n
e
s
:
Si
z
e
t
o
g
i
v
e
m
a
x
p
r
e
s
s
u
r
e
d
r
o
p
f
r
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m
e
v
a
p
o
r
a
t
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t
o
m
a
c
h
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e
o
f
2
l
b
.
f
o
r
h
i
g
h
t
e
m
p
s
y
s
t
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m
a
n
d
1
l
b
.
fo
r
f
r
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e
z
e
r
s
y
s
t
e
m
,
a
l
l
o
w
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g
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t
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t
l
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s
s
t
h
a
n
7
5
0
R
P
M
i
n
h
o
r
i
z
o
n
t
a
l
r
u
n
s
a
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d
1
5
0
0
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M
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n
v
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t
i
c
a
l
r
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s
.
S
i
z
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l
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3
l
b
s
.
f
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m
r
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c
e
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v
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r
t
o
ev
a
p
o
r
a
t
o
r
.
b.
Tu
b
i
n
g
R
u
n
s
:
Gr
a
d
e
t
o
p
r
e
v
e
n
t
t
r
a
p
p
i
n
g
o
f
o
i
l
.
c.
Ti
e
s
:
Se
c
u
r
e
s
u
c
t
i
o
n
a
n
d
l
i
q
u
i
d
l
i
n
e
s
f
o
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e
a
c
h
s
y
s
t
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m
t
o
g
e
t
h
e
r
,
e
x
c
e
p
t
w
h
e
n
r
u
n
t
h
r
o
u
g
h
c
o
n
d
u
i
t
;
2
4
-
i
n
c
h
in
t
e
r
v
a
l
s
w
i
t
h
b
l
a
c
k
p
l
a
s
t
i
c
e
l
e
c
t
r
i
c
a
l
t
a
p
e
.
d.
In
s
u
l
a
t
i
o
n
:
In
s
u
l
a
t
e
r
e
f
r
i
g
e
r
a
n
t
s
u
c
t
i
o
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l
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s
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t
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d
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f
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f
r
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d
c
o
m
p
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m
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n
t
s
b
a
c
k
t
o
c
o
m
p
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s
s
o
r
s
.
e.
Ha
n
g
e
r
s
a
n
d
S
u
p
p
o
r
t
s
:
Pr
o
v
i
d
e
a
d
j
u
s
t
a
b
l
e
h
a
n
g
e
r
s
,
a
n
c
h
o
r
s
o
r
s
t
r
a
p
s
r
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q
u
i
r
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d
f
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p
r
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p
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u
p
p
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p
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p
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n
g
n
o
t
r
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n
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n
co
n
d
u
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t
.
S
p
a
c
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h
a
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o
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t
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x
c
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d
1
0
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e
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t
o
c
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d
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l
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e
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w
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r
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d
f
o
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p
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sm
a
l
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p
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p
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g
.
P
r
o
v
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r
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l
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e
s
a
t
h
a
n
g
e
r
p
o
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n
t
s
.
3.
Wa
l
k
-
i
n
C
o
o
l
e
r
F
r
e
e
z
e
r
B
o
x
e
s
Tr
a
n
s
i
t
l
e
v
e
l
f
l
o
o
r
s
c
r
e
e
n
s
p
r
i
o
r
t
o
w
a
l
l
a
n
d
c
e
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l
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n
g
p
a
n
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l
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c
t
i
o
n
.
S
e
a
l
w
a
l
l
a
n
d
/
o
r
c
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l
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n
g
p
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t
r
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s
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r
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r
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c
a
l
c
o
n
d
u
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t
s
a
n
d
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f
r
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g
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r
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t
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l
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s
,
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t
c
.
,
t
o
p
r
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v
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t
f
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t
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d
c
o
n
d
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s
a
t
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b
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d
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p
.
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l
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c
t
r
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c
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l
co
n
d
u
i
t
s
;
o
n
e
x
t
e
r
i
o
r
o
f
b
o
x
.
4.
Oi
l
S
e
p
a
r
a
t
o
r
s
Pr
o
v
i
d
e
l
o
w
t
e
m
p
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r
a
t
u
r
e
o
p
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r
a
t
i
o
n
s
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f
s
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s
t
e
m
,
r
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t
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r
n
l
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n
e
c
o
n
n
e
c
t
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d
t
o
t
o
p
o
f
c
r
a
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k
c
a
s
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a
b
o
v
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o
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l
le
v
e
l
.
P
r
o
v
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d
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x
p
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d
o
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l
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t
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r
n
l
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s
w
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t
h
s
h
u
t
-
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f
f
v
a
l
v
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s
o
f
p
a
c
k
l
e
s
s
s
t
e
m
t
y
p
e
.
5.
Ev
a
p
o
r
a
t
o
r
C
o
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l
s
Su
p
p
o
r
t
b
y
h
a
n
g
e
r
s
u
t
i
l
i
z
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n
g
f
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s
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p
l
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t
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n
t
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p
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w
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k
-
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n
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t
a
f
u
l
l
4
i
n
c
h
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s
c
l
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a
r
f
r
o
m
u
n
d
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r
s
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d
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o
f
ce
i
l
i
n
g
p
a
n
e
l
s
.
6.
Re
m
o
t
e
B
e
e
r
S
y
s
t
e
m
s
In
s
t
a
l
l
e
d
b
y
l
o
c
a
l
m
a
n
u
f
a
c
t
u
r
e
r
'
s
r
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p
r
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s
e
n
t
a
t
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v
e
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n
s
t
a
l
l
e
r
.
7.
Ha
n
g
e
r
s
a
n
d
S
u
p
p
o
r
t
s
;
c
o
n
f
o
r
m
t
o
P
L
U
M
B
I
N
G
D
i
v
i
s
i
o
n
,
t
y
p
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a
s
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u
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r
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d
a
n
d
a
p
p
r
o
v
e
d
.
8.
Pa
i
n
t
f
o
r
P
i
p
i
n
g
;
"
C
h
r
o
m
a
t
o
n
e
"
o
r
e
q
u
a
l
.
9.
Ro
o
f
t
o
p
e
q
u
i
p
m
e
n
t
r
a
c
k
s
a
n
d
c
u
r
b
s
a
s
d
e
t
a
i
l
e
d
.
10
.
C
o
o
l
e
r
/
f
r
e
e
z
e
r
b
o
x
f
l
o
o
r
i
n
s
u
l
a
t
i
o
n
:
U
r
e
t
h
a
n
e
b
o
a
r
d
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n
s
u
l
a
t
i
o
n
,
2
"
t
h
i
c
k
,
s
t
a
g
g
e
r
e
d
j
o
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n
t
s
.
11
.
V
a
p
o
r
b
a
r
r
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e
r
u
n
d
e
r
c
o
o
l
e
r
/
f
r
e
e
z
e
r
f
l
o
o
r
:
6
m
i
l
.
p
o
l
y
e
t
h
y
l
e
n
e
s
h
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e
t
.
Pa
r
t
3
.
0
0
E
x
e
c
u
t
i
o
n
3.
0
1
DE
L
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V
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Y
,
H
A
N
D
L
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N
G
A
N
D
S
T
O
R
A
G
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A.
De
l
i
v
e
r
y
:
Up
o
n
r
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c
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v
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g
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;
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it
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m
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c
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d
.
B.
Ha
n
d
l
i
n
g
:
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c
r
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q
u
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p
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b
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d
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s
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a
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d
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a
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y
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s
.
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t
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ta
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a
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C.
St
o
r
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g
e
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o
r
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q
u
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p
m
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n
t
c
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f
f
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,
t
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s
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.
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r
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0
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e
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l
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A.
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r
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B.
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s
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A.
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A.
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e
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(
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)
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5
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.
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3.
0
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A.
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j
u
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d
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t
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s
.
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m
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pr
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a
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1.07 DEFINITIONSA.Commercial as used in this Section refers to a painter grade product.B.DFT as used in this Section refers to the Dry Film Thickness of the coating.C.Enamel as used in this Section refers to a paint which dries leaving an eggshell, low luster, satin,semi-gloss or high gloss enamel finish.Gloss levels as established by the National Paint & Coating Association (NPCA) using ASTM testmethod #D-523 are as follows:Flatbetween 0 and 560-degree meterEggshellbetween 5 and 2060-degree meterSatinbetween 15 and 3560-degree meterSemi-Glossbetween 30 and 6560-degree meterGlossover - 65 60-degree metersE. L.E.E.D. as used in this Section refers to Leadership in Energy and Environmental Design. Productslisted meet LEED criteria for environmentally safe interior primers, paints and coatings.G. OTC as used in this Section refers to the Ozone Transport Commission. OTC has established thefollowing VOC levels for the Northeastern United States: Products listed in the Schedule meet OTClimits for VOCs. H. PremiumDVXVHGLQWKLV6HFWLRQUHIHUVWRWKHEHVWTXDOLW\SURGXFW³WRSRIWKHOLQH´ I.VOC as used in this Section refers to Volatile Organic Compounds found in primers, paints, sealers andstains. The level of VOCs appears after each product listed in the Schedule in grams per liter (g/L)1.08INTENTA.Provide Owner selected finishes and colors for all exposed surfaces of Work of construction Contract.Field paint surfaces which are not excluded above, including exposed factory finished mechanical andelectrical equipment, piping, etc. "Exposed" means visible from: ground level; floors and levels ofconstruction of this Contract; and floors and levels of buildings on adjacent properties.1.09QUALITY ASSURANCEA.Qualifications of Workmen:Employ skilled workmen experienced in use of specific product involved.B.Approval of Manufacturer:Provide materials exactly as specified. No claim by painting subcontractor to unsuitability orunavailability of any material specified, or his unwillingness to use same, or his inability to produce workwith same, will be entertained unless such claims are made in writing and submitted with his bid.C.Regulatory Agency Requirement:Conform to applicable code(s) for flame/fuel/smoke rating requirements for finishes.1.10SUBMITTALS AND SUBSTITUTIONSA.Submittals:1.As requested by owner's representative.2.Submit Product Data Sheets and Material Safety Data Sheets in .pdf format for all primers, paints,stains and other coatings to be used to the LEED Certified Professional.B.Substitutions:Not allowed.Part 2.00 Products2.01MANUFACTURERA.The Drawings were prepared and this Specification written on the basis of using the products ofBenjamin Moore Paints and Sherwin Williams Stains.2.02KINDS OF MATERIALSA.Do not use products containing lead.2.03MATERIALSA.General:Process pigments to soft paste consistency; capable of being readily and uniformly dispersed tohomogeneous coating. Processing to result in good flow and brushing properties capable of drying orcuring free of streaks or sags.B.Accessory Materials:Provide Linseed oil, shellac, turpentine, paint thinners and other materials not specifically indicated butrequired to achieve the finishes specified, of commercial quality.C.Colors:Colors have been selected by the Owner. DO NOT propose similar colors from other manufacturers.Match color(s) scheduled on the Drawings and submit color match sample(s) for Owner's acceptance ifother than specified products are proposed for use.D.Products containing lead are not to be used.E.Low emitting materials.1.Only materials that comply with the VOC limits specified for the appropriate LEED rating system. Referto LEED Green Building Rating System for VOC limits.2.04MATERIAL SCHEDULEA.General:If an application is not mentioned in this schedule, Contractor will provide for an application that isconsistent with type and quality listed herein.B.Coordinate color with owner's representative and color schedule on drawings.C.Omit first coat on materials already prime painted but touch up bare spots with matching primer.D.Exterior1.Metal Doors and Door Frames1st coat:Benjamin Moore, M04 Acrylic metal primer2nd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)3rd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)2.Rough sawn wood (trellis members, beams and columns). See paragraph 1.05 this section.1st coat:Sherwin Williams, SHER-WOOD Water reducible Wiping Stain (Olive Garden Sage)2nd coat:Sherwin Williams, SHER-WOOD Water reducible Wiping Stain (Olive Garden Sage)3.S4s wood (fascias and trim). See paragraph 1.05 this section.1st coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)2nd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)4.Concrete block.1st coat:Benjamin Moore, MOORCRAFT SUPER SPEC Acrylic Epoxy Coating (256)5.Plaster.1st coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)2nd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)6.Ferrous metals (steel)1st coat:Benjamin Moore, M04 Acrylic metal primer2nd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)3rd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)7.Non-ferrous metals (galvanized), (prime coat not required for properly prepared surfaces).1st coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)2nd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)8.Pre-painted Equipment (Rooftop Equipment, transformers, etc.)1st coat:Benjamin Moore, M04 Acrylic metal primer (touch up factory primer as required)2nd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)3rd coat:Benjamin Moore, AURA Waterborne Exterior Paint Flat Finish (629)E.Interior1.Gypsum Wallboard (prime coat not required for properly prepared surfaces)1st coat:Benjamin Moore, AURA Waterborne Interior Paint Eggshell Finish (524)2nd coat:Benjamin Moore, AURA Waterborne Interior Paint Eggshell Finish (524)2.Wood paint grade doors (service areas)1st coat:Benjamin Moore, AURA Interior/Exterior Color Foundation (521)2nd coat:Benjamin Moore, MOORCRAFT SUPER SPEC Acrylic Epoxy Coating (256)3.Steel Doors and Frames1st coat:Benjamin Moore, M04 Acrylic metal primer2nd coat:Benjamin Moore, MOORCRAFT SUPER SPEC Acrylic Epoxy Coating (256)4.Rough sawn wood (paneling, false beams and trim). See paragraph 1.05 this section.1st coat:Sherwin Williams, SHER-WOOD Water reducible Wiping Stain (Olive Garden Sage)2nd coat:Sherwin Williams, SHER-WOOD Water reducible Wiping Stain (Olive Garden Sage)5.S4s wood (door and window trim).1st coat:Sherwin Williams, SHER-WOOD Water reducible Wiping Stain(Olive Garden Fruitwood)2nd coat:Sherwin Williams, SHER-WOOD KEM-AQUA Lacquer Sanding Sealer(Product #T65F520)3rd coat:Sherwin Williams, WOOD CLASSICS, Interior Waterborne Polyurethane Varnish(Product #A68F90)6.Millwork, doors, cabinets and trim fabricated and stained by others. See paragraph 1.05 this section.1st coat:Stain by others.2nd coat:Sherwin Williams, SHER-WOOD KEM-AQUA Lacquer Sanding Sealer(Product #T65F520)3rd coat:Sherwin Williams, WOOD CLASSICS, Interior Waterborne Polyurethane Varnish(Product #A68F90)2.05MIXESA.Ready_mixed materials are to be used unless otherwise accepted by the Owner. Thin or reduce only inaccordance with manufacturer's instructions.Part 3.00 Execution3.01DELIVERYA.Deliver materials in unopened containers bearing manufacturer's brand name or catalog number, andname or description of paint material. Carefully check delivered materials against approved paintschedule.3.02STORAGEA.Store paint materials, at minimum and maximum ambient temperatures required by Manufacturer'sinstructions, in well ventilated area. Take precautionary measures to prevent fire hazards andspontaneous combustion. Keep area neat and clean. Protect storage area from damage or abuse fromstoring operations. Repair and/or replace damage or abuse to storage area and its surroundings.3.03INSPECTIONA.Examine surfaces scheduled to be finished prior to commencement of work. Verify that surfaces areready to receive work as instructed by product manufacturer.B.The Contractor shall inform the Architect and Owner of any surfaces that are not suitable for application.C.The Contractor is responsible for protecting sidewalls, shrubbery, cars, fences or adjacent surfaces notto receive paint.D.Additional cost in time and money to replace or repair unpainted surfaces not adequately protected willbe paid by the Contractor.E.Upon completion, the condition of the unpainted surfaces shall be as originally found prior to the work.3.04CONDITIONSA.Do not apply paints, varnishes,
a
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5
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specified. Do not prime exterio
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exposed to hot sun.3.05SCAFFOLDING, DROP CLOTHS
,
E
T
C
.
A.Provide, in place, staging, ladde
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lockers for paint materials and m
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necessary during course of wor
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.
3.06SURFACE PREPARATIONA.Prepare surfaces, prior to paint
i
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.
B.Painting contractor is responsib
l
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.
C.Concrete and Exterior Plaster: 1.Remove all mildew, dirt, d
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,
f
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adhesion to the surface. 2.Remove all peeling paint
a
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d
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3.New concrete must cure 3
0
d
a
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s
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a
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.
4.De-gloss all glossy surfac
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s
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.
5.Surface must be complete
l
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corrected.D.CMU - Concrete Block1.Remove dirt and dust from h
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a
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.
2.Repair holes, cracks and loo
s
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m
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a
p
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3.Apply materials at the tempe
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b
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.
E.Ferrous Metal:1.Remove all mildew, dirt, dust
,
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t
p
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d
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e
s
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the surface.2.Remove all peeling paint and
m
a
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g
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n
a
l
l
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a
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.
3.Sand rusty or bare metal sur
f
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p
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.
4.Repair or replace damaged m
e
t
a
l
s
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r
f
a
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s
b
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f
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e
p
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p
a
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t
i
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g
.
5.Remove old brittle or cracked
c
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k
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d
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a
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d
d
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s
.
F.Non-Ferrous Metal: (Galvanized
)
1. Remove all mildew, dirt, dus
t
,
w
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t
e
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t
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p
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s
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t
o
the surface.2.Remove all peeling or margin
a
l
l
y
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p
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d
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a
c
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.
3.Sand edges to remove crater
i
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g
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d
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.
4.Make repairs or replace dam
a
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t
a
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b
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f
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e
p
r
i
m
i
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p
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n
t
i
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g
.
5.Remove old brittle or cracked
c
a
u
l
k
i
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g
a
n
d
r
e
-
c
a
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l
k
t
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a
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w
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n
d
o
w
s
,
d
o
o
r
s
a
n
d
t
r
i
m
.
6.All new metal surfaces must
b
e
t
h
o
r
o
u
g
h
l
y
c
l
e
a
n
e
d
w
i
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m
i
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r
a
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p
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t
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t
a
m
i
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a
n
t
s
.
N
e
w
shiny non-ferrous metal surfa
c
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s
t
h
a
t
w
i
l
l
b
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s
u
b
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e
c
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d
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d
w
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f
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sandpaper or a synthetic woo
l
p
a
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t
o
p
r
o
m
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t
e
a
d
h
e
s
i
o
n
.
G.Gypsum Board (Drywall)1.Surfaces must be free of dryw
a
l
l
d
u
s
t
a
n
d
l
o
o
s
e
j
o
i
n
t
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p
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H.Wood Doors & Trim: Painted1.Remove all mildew, dirt, loos
e
d
u
s
t
o
r
o
t
h
e
r
c
o
n
t
a
m
i
n
a
t
e
s
t
h
a
t
w
o
u
l
d
p
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v
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n
t
p
r
o
p
e
r
a
d
h
e
s
i
o
n
t
o
t
h
e
surface.2.Remove mill marks and wood
g
r
a
d
e
s
t
a
m
p
c
o
m
p
l
e
t
e
l
y
.
3.Repair or replace damaged w
o
o
d
s
u
r
f
a
c
e
s
.
4.Prime all bare wood surfaces
b
e
f
o
r
e
a
p
p
l
i
c
a
t
i
o
n
o
f
t
h
e
f
i
n
i
s
h
c
o
a
t
.
5.Remove old brittle or cracked
c
a
u
l
k
i
n
g
a
n
d
r
e
-
c
a
u
l
k
t
o
p
r
o
p
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r
l
y
s
e
a
l
w
i
n
d
o
w
s
,
d
o
o
r
s
a
n
d
t
r
i
m
.
I.Wood Doors & Trim: Stained1.Remove mill marks and wood
g
r
a
d
e
s
t
a
m
p
c
o
m
p
l
e
t
e
l
y
.
2.Fill holes, repair or replace d
a
m
a
g
e
d
w
o
o
d
s
u
r
f
a
c
e
s
.
3.Apply stain to wood accordin
g
t
o
m
a
n
u
f
a
c
t
u
r
e
r
s
l
a
b
e
l
e
d
d
i
r
e
c
t
i
o
n
s
.
3.07MOCK-UPA.If required by the Owner, before
p
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w
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3.08APPLICATIONA.Apply materials in accord with m
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B.Drying Time:Unless otherwise specified, allo
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D.Acceptance:Work is subject to acceptance b
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to satisfaction of the Owner.E.Apply stain to S4S materials in
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F.Apply stain to rough sawn mate
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or spray.G.Application of any primers, pain
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surfaces were properly prepare
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specifications.H.Apply paint only when surface a
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I.Apply evenly and spread smoo
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K.Apply material within the recoa
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L.Allow each coat to dry before a
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M.Primers may be tinted half the c
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N.Color schedules will appear on
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O.Coverage shall be complete lea
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3.09EXTRA STOCKA.Provide a one gallon container
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3.10CLEAN-UPA.Upon completion of work of this
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SECTION 03100CONCRETE FORMWORKPart 1.00 General1.01SCOPE OF WORKA.Furnish labor, materials, services, equipment and appliances required for concrete formwork indicated onthe Drawings and specified herein.1.02REFERENCE STANDARDSA.Material Standards:American Society for Testing Materials (ASTM)B.Concrete Standards:American Concrete Institute (ACI)Part 2.00 Products2.01MANUFACTURERA.The Drawings were prepared and this Specification written on the basis of using the products of specificmanufacturers. Such is intended to establish minimum quality standards, not to limit competitive bidding.Products with equal or superior characteristics by other manufacturers are acceptable under conditionsof the Specifications.2.02FORM MATERIALSA.Wood:No. 2, or better, southern pine dressed lumber, white pine or Douglas fir, non_stress grades.B.Plywood:DFPA Plyform, Exterior B_B, edge sealed.C.Plastic Fiber:Special forms of molded fiber, if required.D.Cardboard:Beam void forms "VOIDCO" or equal, as required under pier supported grade beams.E.Metal:Commercial standard, or as noted on drawings.2.03FORM ACCESSORIESA.Gateway, Superior or equal, catalog items selected for minimum 350 psf form loadings.2.04FORM OILA.Non_staining mineral oil of viscosity 250/100 F.Part 3.00 Execution3.01FORM CONSTRUCTIONA.General:Design, construct and maintain forms so as to insure that after removal, finished concrete members willhave true surfaces, be free of waves or bulges, and conform accurately to indicated shapes, dimensions,lines and positions of concrete members shown. Place, align and fit forms in successive units to ensuresmooth continuous completed surfaces free from form marks and irregularities. Provide temporaryopenings in forms as required to facilitate cleanings and inspection. Forms shall be readily removablewithout impact, shock or damage to concrete. Clean form surfaces before each use.B.Deflection and Leakage:Space walers, ties, bracing, etc. to prevent form deflection. Construct form joints sufficiently tight toprevent leakage of grout and cement paste during placing.C.Exposed Surfaces:Give special care to formwork, ties, bracing, etc. for retaining walls or other surfaces to be left exposed topermanent view. Waves, bulges, form marks, staining, joint marks or irregularities will not be acceptable.3.02CURING CONCRETE WITHIN FORMSA.If surfaces are to be cured within forms, accomplish by keeping forms continuously wet. If forms areremoved before end of curing period, continue curing as specified in CAST_IN_PLACE CONCRETE.3.03REMOVAL OF FORMSA.Timing:Remove forms after concrete has adequately hardened; not earlier than two days after concrete isplaced.B.Method:Remove forms as a hand operation, take care to avoid damage to finished concrete and/or reinforcingpassing through forms being removed.3.04CLEAN_UPA.Upon completion of work of this Section, remove related debris from the premises.SECTION 03200CONCRETE REINFORCEMENTPart 1 - General1.01SECTION INCLUDES:A.Reinforcing bars for cast-in-place concrete.B.Reinforcing mesh for cast-in-place concrete.C.Reinforcing Bars for masonry.D.Accessories, including but not limited to, chairs and tie wires.E.Miscellaneous concrete work, including but not limited to areaways, cast-in-place valve boxes, pits,splash blocks, equipment bases, and other items as shown or required to complete all Work.1.02Related WORK:A.Section 03300 - Cast-in-Place ConcreteB.Section 04220 _ Concrete Unit Masonry1.03REFERENCES, CODES AND STANDARDS: The following references, codes and standards are herebymade a part of this Section shall conform to the applicable requirements therein except as otherwisespecified herein or shown on the Drawings. Latest edition of references and codes adopted by theGoverning Agency shall apply. Nothing contained herein shall be construed as permitting work that iscontrary to code requirements.A.American Concrete Institute (ACI) - ACI 318, Building Code Requirements for Reinforced Concrete.B.Concrete Reinforcing Steel Institute (CRSI) Manual of Standard Practice.C.American Welding Society (AWS) - AWS D1.1 "Structural Welding Code."D.International Building Code with appropriate amendments as stated on the Drawings1.04SUBMITTALS:A.Shop Drawings: Submit including complete layouts, sections, and details for congested conditions,typical bending diagrams and offsets, splice lengths and locations, proposed layout where vertical andhorizontal bars intersect, and wherever welding is proposed, detailed to conform to AWS and coderequirements. After approval of initial submission, subsequent submittals may be waived.B.Certification: Submit copies of welding operator's certificate.C.Chemical Analysis: Provide for bars to be welded, in accordance with code.1.05QUALITY ASSURANCE:A.Source Quality Control: Refer to Section 01400 for general requirements and to following paragraphs forspecific procedures. Testing Laboratory shall perform following conformance testing, shall select testsamples of bars, ties, and stirrups from the material at the site or from place of distribution, eachsampling including at least two 18" long pieces, and perform the following tests according to ASTM A615.1.Identified Bars: If samples are obtained from bundles as delivered from the mill, identified as to heatnumber, accompanied by mill analyses and mill test reports, and properly tagged with IdentificationCertificate so as to be readily identified, perform one tensile and one bend test for each 10 tons orfraction thereof of each size of bars. Submit mill reports when samples are selected.2.Unidentified Bars: When positive identification of reinforcing bars cannot bemade and when random samples are obtained, perform tests for each 2.5tons or fraction thereof, one tensile and one bend test from each size ofbars.3.Certification of Welders: All welding both in shop and in field shall beperformed by certified welding operators.F.Install reinforcing in accordance with ACI 318, CRSI.D.Welding of reinforcing shall be in conformance with AWS. Do not weldreinforcing without approval of the structural engineer.1.06 MARKING AND SHIPPING:A.Bundle bars, tag with identification, and transport and store so as not todamage any material. Use metal tags indicating size, length and other markingshown on placement drawings. Maintain tags after bundles are broken.1.07 EXTRA MATERIAL:A.Provide and install an additional 2% of the total rebar quantity for the projectin addition to the quantities shown on drawings. This additional steel shall beinstalled during construction, in sizes and locations as directed. Provide unitprice for purpose of adjusting contract price to reflect quantity of extramaterial actually used.Part 2 - Products2.01MATERIALS:A.Reinforcing bars: ASTM A615, G
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B.Reinforcing bars for welding: AST
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C.Reinforcing mesh: ASTM A185, m
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D.Tie wire: ASTM A82, Annealed c
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E.Chairs and similar support items:1.Standard manufactured produc
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e
n
d
i
n
g
.
B
e
n
d
b
a
r
s
N
o
.
6
size and larger in the shop only.
B
a
r
s
w
i
t
h
u
n
s
c
h
e
d
u
l
e
d
k
i
n
k
s
o
r
b
e
n
d
s
a
r
e
s
u
b
j
e
c
t
t
o
r
e
j
e
c
t
i
o
n
.
U
s
e
only tested and approved bar mat
e
r
i
a
l
s
.
D. Welding: Use only ASTM 706 stee
l
w
h
e
r
e
w
e
l
d
i
n
g
i
s
p
r
o
p
o
s
e
d
.
P
e
r
f
o
r
m
w
e
l
d
i
n
g
,
w
h
e
r
e
s
h
o
w
n
o
r
approved, by the direct electric ar
c
p
r
o
c
e
s
s
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
A
W
S
D
1
.
4
u
s
i
n
g
s
p
e
c
i
f
i
e
d
l
o
w
-
h
y
d
r
o
g
e
n
electrodes. Preheat 6" each side
o
f
j
o
i
n
t
.
P
r
o
t
e
c
t
j
o
i
n
t
s
f
r
o
m
d
r
a
f
t
s
d
u
r
i
n
g
t
h
e
c
o
o
l
i
n
g
p
r
o
c
e
s
s
;
accelerated cooling is prohibited.
D
o
n
o
t
t
a
c
k
w
e
l
d
b
a
r
s
.
C
l
e
a
n
m
e
t
a
l
s
u
r
f
a
c
e
s
t
o
b
e
w
e
l
d
e
d
o
f
a
l
l
l
o
o
s
e
scale and foreign material. Clean
w
e
l
d
s
e
a
c
h
t
i
m
e
e
l
e
c
t
r
o
d
e
i
s
c
h
a
n
g
e
d
a
n
d
c
h
i
p
b
u
r
n
e
d
e
d
g
e
s
b
e
f
o
r
e
placing welds. When wire brushe
d
,
t
h
e
c
o
m
p
l
e
t
e
d
w
e
l
d
s
m
u
s
t
e
x
h
i
b
i
t
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n
i
f
o
r
m
s
e
c
t
i
o
n
,
s
m
o
o
t
h
w
e
l
d
e
d
metal, feather edges without unde
r
c
u
t
s
o
r
o
v
e
r
l
a
y
s
,
f
r
e
e
d
o
m
f
r
o
m
p
o
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o
s
i
t
y
a
n
d
c
l
i
n
k
e
r
s
,
a
n
d
g
o
o
d
f
u
s
i
o
n
and penetration into the base met
a
l
.
C
u
t
o
u
t
w
e
l
d
s
o
r
p
a
r
t
s
o
f
w
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l
d
s
f
o
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n
d
d
e
f
e
c
t
i
v
e
w
i
t
h
c
h
i
s
e
l
a
n
d
replace with proper welding. Preq
u
a
l
i
f
i
c
a
t
i
o
n
o
f
w
e
l
d
s
s
h
a
l
l
b
e
i
n
a
c
c
o
r
d
a
n
c
e
w
i
t
h
C
o
d
e
.
Part 3 - Execution3.01INSTALLATION OF REINFORCING
:
A.Provide additional reinforcing bars
a
t
w
a
l
l
a
n
d
s
l
a
b
o
p
e
n
i
n
g
s
a
s
r
e
q
u
i
r
e
d
.
Before placing bars, and again be
f
o
r
e
c
o
n
c
r
e
t
e
i
s
p
l
a
c
e
d
,
c
l
e
a
n
b
a
r
s
o
f
l
o
o
s
e
m
i
l
l
s
c
a
l
e
,
o
i
l
,
o
r
a
n
y
o
t
h
e
r
coating that might destroy or redu
c
e
b
o
n
d
.
B.Securing in Place: Accurately p
l
a
c
e
b
a
r
s
a
n
d
w
i
r
e
t
i
e
i
n
p
r
e
c
i
s
e
p
o
s
i
t
i
o
n
w
h
e
r
e
b
a
r
s
c
r
o
s
s
.
B
e
n
d
e
n
d
s
of wire ties away from the forms.
W
i
r
e
t
i
e
b
a
r
s
t
o
c
o
r
n
e
r
s
o
f
t
i
e
s
a
n
d
s
t
i
r
r
u
p
s
.
S
u
p
p
o
r
t
b
a
r
s
a
c
c
o
r
d
i
n
g
t
o
the current edition of "Recommen
d
e
d
P
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a
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t
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f
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r
P
l
a
c
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g
B
a
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u
p
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s
"
o
f
C
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c
r
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t
e
R
e
i
n
f
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c
i
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g
S
t
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e
l
Institute, using approved accesso
r
i
e
s
a
n
d
c
h
a
i
r
s
.
P
l
a
c
e
p
r
e
c
a
s
t
c
o
n
c
r
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t
e
c
u
b
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s
w
i
t
h
e
m
b
e
d
d
e
d
w
i
r
e
t
i
e
s
to support reinforcing steel bars in
c
o
n
c
r
e
t
e
p
l
a
c
e
d
o
n
grade and in footings. Use care n
o
t
t
o
d
a
m
a
g
e
v
a
p
o
r
b
a
r
r
i
e
r
s
w
h
e
r
e
t
h
e
y
o
c
c
u
r
.
C. Exposed Concrete Surfaces: Pro
v
i
d
e
s
t
a
i
n
l
e
s
s
s
t
e
e
l
o
r
e
x
t
e
r
i
o
r
q
u
a
l
i
t
y
v
i
n
y
l
p
l
a
s
t
i
c
t
i
p
p
e
d
c
h
a
i
r
s
,
bolsters, and accessories where e
x
p
o
s
e
d
o
n
e
x
t
e
r
i
o
r
o
r
i
n
t
e
r
i
o
r
c
o
n
c
r
e
t
e
s
u
r
f
a
c
e
s
n
o
t
t
o
b
e
p
a
i
n
t
e
d
o
r
permanently covered.D. Clearances: Maintain minimum c
l
e
a
r
d
i
s
t
a
n
c
e
s
b
e
t
w
e
e
n
r
e
i
n
f
o
r
c
i
n
g
b
a
r
s
a
n
d
f
a
c
e
o
f
c
o
n
c
r
e
t
e
a
s
indicated or directed.E. Splices: Do not splice reinforcing
b
a
r
s
a
t
t
h
e
p
o
i
n
t
s
o
f
m
a
x
i
m
u
m
s
t
r
e
s
s
e
x
c
e
p
t
w
h
e
r
e
i
n
d
i
c
a
t
e
d
.
L
a
p
splices as shown or required to d
e
v
e
l
o
p
t
h
e
f
u
l
l
s
t
r
e
n
g
t
h
o
r
s
t
r
e
s
s
o
f
b
a
r
s
.
S
t
a
g
g
e
r
s
p
l
i
c
e
s
i
n
h
o
r
i
z
o
n
t
a
l
wall bars at least 48" longitudinall
y
i
n
a
l
t
e
r
n
a
t
e
b
a
r
s
a
n
d
o
p
p
o
s
i
t
e
f
a
c
e
s
.
F. Field Welding of Bars: As specifi
e
d
f
o
r
f
a
b
r
i
c
a
t
i
o
n
.
G. Maintaining Bars In Position: Ta
k
e
a
d
e
q
u
a
t
e
p
r
e
c
a
u
t
i
o
n
s
t
o
a
s
s
u
r
e
t
h
a
t
reinforcing position and spacing is
m
a
i
n
t
a
i
n
e
d
d
u
r
i
n
g
p
l
a
c
e
m
e
n
t
o
f
c
o
n
c
r
e
t
e
.
H. Reinforcing Mesh: Lap one full m
e
s
h
p
l
u
s
2
"
,
o
r
6
"
w
h
i
c
h
e
v
e
r
i
s
g
r
e
a
t
e
r
,
a
t
s
p
l
i
c
e
s
,
w
i
r
e
t
i
e
,
a
n
d
s
u
p
p
o
r
t
the same as specified for bars.I. Splice Devices:1.Type and manufacture, noted o
n
d
r
a
w
i
n
g
s
.
I
f
s
u
b
s
t
i
t
u
t
i
o
n
i
s
r
e
q
u
e
s
t
e
d
C
o
n
t
r
a
c
t
o
r
t
o
s
u
p
p
l
y
manufacturer calculations and
s
u
p
p
o
r
t
i
n
g
d
a
t
a
s
h
o
w
i
n
g
p
r
o
p
o
s
e
d
s
u
b
s
t
i
t
u
t
i
o
n
c
o
n
f
o
r
m
s
t
o
requirements indicated and sup
p
l
i
e
d
.
2.Install in accordance with manu
f
a
c
t
u
r
e
r
'
s
w
r
i
t
t
e
n
i
n
s
t
r
u
c
t
i
o
n
s
.
3.Splice in a manner developing
a
t
l
e
a
s
t
1
2
5
%
o
f
t
h
e
y
i
e
l
d
i
n
g
s
t
r
e
n
g
t
h
o
f
t
h
e
b
a
r
.
3.02FIELD QUALITY CONTROL:A.Inspection: Obtain inspection and
a
p
p
r
o
v
a
l
o
f
r
e
i
n
f
o
r
c
i
n
g
b
e
f
o
r
e
c
o
n
c
r
e
t
e
i
s
p
l
a
c
e
d
.
B.Welding Inspection. Whether we
l
d
i
n
g
i
s
d
o
n
e
i
n
t
h
e
s
h
o
p
o
r
a
t
t
h
e
s
i
t
e
,
p
e
r
f
o
r
m
w
e
l
d
i
n
g
o
f
r
e
i
n
f
o
r
c
i
n
g
bars under inspection of the Testi
n
g
L
a
b
o
r
a
t
o
r
y
W
e
l
d
i
n
g
I
n
s
p
e
c
t
o
r
.
A
l
l
r
e
i
n
f
o
r
c
i
n
g
w
e
l
d
i
n
g
s
h
a
l
l
h
a
v
e
continuous inspection.
SE
C
T
I
O
N
0
3
3
0
0
CA
S
T
-
I
N
-
P
L
A
C
E
C
O
N
C
R
E
T
E
Part 1 - General1.01SECTION INCLUDES:A.This section covers cast-in-place
r
e
i
n
f
o
r
c
e
d
c
o
n
c
r
e
t
e
a
s
i
n
d
i
c
a
t
e
d
o
n
t
h
e
drawings and specified herein, inc
l
u
d
i
n
g
a
l
l
m
a
t
e
r
i
a
l
s
,
l
a
b
o
r
,
e
q
u
i
p
m
e
n
t
a
n
d
services necessary to complete th
i
s
w
o
r
k
.
1.Furnishing, placing, patching, a
n
d
i
n
i
t
i
a
l
c
u
r
i
n
g
o
f
c
a
s
t
-
i
n
-
p
l
a
c
e
c
o
n
c
r
e
t
e
u
n
l
e
s
s
o
t
h
e
r
w
i
s
e
s
p
e
c
i
f
i
e
d
.
2.Grout and drypack, except as o
t
h
e
r
w
i
s
e
s
p
e
c
i
f
i
e
d
.
3.Placing of embedded anchor bo
l
t
s
a
n
d
i
n
s
e
r
t
s
.
4.Vapor barrier under interior floo
r
s
l
a
b
s
o
n
g
r
a
d
e
.
5.Miscellaneous concrete work, i
n
c
l
u
d
i
n
g
b
u
t
n
o
t
l
i
m
i
t
e
d
t
o
a
r
e
a
w
a
y
s
,
cast-in-place valve boxes, pits,
s
p
l
a
s
h
b
l
o
c
k
s
,
e
q
u
i
p
m
e
n
t
b
a
s
e
s
,
a
n
d
o
t
h
e
r
i
t
e
m
s
a
s
s
h
o
w
n
o
r
r
e
q
u
i
r
e
d
to complete all Work.1.02RELATED SECTIONS:A.Section 03000 - Concrete - Site W
o
r
k
.
B.Section 03100 - Concrete Formw
o
r
k
.
C.Section 03200 - Concrete Reinfor
c
e
m
e
n
t
.
1.03REFERENCES, CODES AND STAN
D
A
R
D
S
:
T
h
e
f
o
l
l
o
w
i
n
g
r
e
f
e
r
e
n
c
e
s
,
c
o
d
e
s
a
n
d
s
t
a
n
d
a
r
d
s
a
r
e
h
e
r
e
b
y
made a part of this Section work sha
l
l
c
o
n
f
o
r
m
t
o
t
h
e
a
p
p
l
i
c
a
b
l
e
r
e
q
u
i
r
e
m
e
n
t
s
t
h
e
r
e
i
n
e
x
c
e
p
t
a
s
o
t
h
e
r
w
i
s
e
specified herein or shown on the Dr
a
w
i
n
g
s
.
L
a
t
e
s
t
e
d
i
t
i
o
n
o
f
r
e
f
e
r
e
n
c
e
s
a
n
d
c
o
d
e
s
a
d
o
p
t
e
d
b
y
t
h
e
Governing Agency shall apply. Noth
i
n
g
c
o
n
t
a
i
n
e
d
h
e
r
e
i
n
s
h
a
l
l
b
e
c
o
n
s
t
r
u
e
d
a
s
p
e
r
m
i
t
t
i
n
g
w
o
r
k
t
h
a
t
i
s
contrary to code requirements. A.ACI 117 - Standard Specifications fo
r
T
o
l
e
r
a
n
c
e
s
f
o
r
C
o
n
c
r
e
t
e
C
o
n
s
t
r
u
c
t
i
o
n
a
n
d
M
a
t
e
r
i
a
l
s
.
B.ACI 211.1 Standard Practice for Sel
e
c
t
i
n
g
P
r
o
p
o
r
t
i
o
n
s
f
o
r
N
o
r
m
a
l
,
H
e
a
v
y
w
e
i
g
h
t
a
n
d
M
a
s
s
C
o
n
c
r
e
t
e
.
C.ACI 301 Specifications for Structu
r
a
l
C
o
n
c
r
e
t
e
f
o
r
B
u
i
l
d
i
n
g
s
.
D.ACI 302.1 - Recommended Practi
c
e
f
o
r
C
o
n
c
r
e
t
e
F
l
o
o
r
a
n
d
S
l
a
b
C
o
n
s
t
r
u
c
t
i
o
n
.
E.ACI 304 Recommended Practice
f
o
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e
i
n
g
p
l
a
c
e
d
,
a
n
d
to
p
r
e
v
e
n
t
r
a
p
i
d
d
r
y
i
n
g
o
f
n
e
w
l
y
p
l
a
c
e
d
c
o
n
c
r
e
t
e
.
W
h
e
n
t
h
e
o
u
t
d
o
o
r
a
m
b
i
e
n
t
te
m
p
e
r
a
t
u
r
e
i
s
m
o
r
e
t
h
a
n
9
0
d
e
g
r
e
e
s
F
.
,
s
h
a
d
e
t
h
e
f
r
e
s
h
c
o
n
c
r
e
t
e
a
s
s
o
o
n
a
s
po
s
s
i
b
l
e
a
f
t
e
r
p
l
a
c
i
n
g
,
a
n
d
s
t
a
r
t
c
u
r
i
n
g
a
s
s
o
o
n
a
s
t
h
e
s
u
r
f
a
c
e
o
f
t
h
e
f
r
e
s
h
co
n
c
r
e
t
e
i
s
s
u
f
f
i
c
i
e
n
t
l
y
h
a
r
d
t
o
p
e
r
m
i
t
i
t
w
i
t
h
o
u
t
d
a
m
a
g
e
.
C.
Co
n
c
r
e
t
e
p
l
a
c
e
m
e
n
t
t
e
m
p
e
r
a
t
u
r
e
s
s
h
a
l
l
b
e
c
o
n
t
r
o
l
l
e
d
b
y
t
h
e
C
o
n
t
r
a
c
t
o
r
a
n
d
s
h
a
l
l
no
t
b
e
l
i
m
i
t
e
d
t
o
1.
Sh
a
d
i
n
g
a
n
d
c
o
o
l
i
n
g
t
h
e
a
g
g
r
e
g
a
t
e
;
2.
Av
o
i
d
i
n
g
u
s
e
o
f
h
o
t
c
e
m
e
n
t
;
3.
Co
o
l
i
n
g
m
i
x
i
n
g
w
a
t
e
r
b
y
a
d
d
i
t
i
o
n
s
o
f
i
c
e
;
4.
In
s
u
l
a
t
i
n
g
w
a
t
e
r
s
u
p
p
l
y
l
i
n
e
s
a
n
d
t
a
n
k
s
;
a
n
d
5.
In
s
u
l
a
t
i
n
g
m
i
x
e
r
d
r
u
m
s
o
r
c
o
o
l
i
n
g
t
h
e
m
w
i
t
h
s
p
r
a
y
s
o
r
w
e
t
b
u
r
l
a
p
.
3.
0
6
CU
R
I
N
G
F
O
R
M
E
D
C
O
N
C
R
E
T
E
:
A.
Ke
e
p
f
o
r
m
s
c
o
n
t
a
i
n
i
n
g
c
o
n
c
r
e
t
e
i
n
a
w
e
t
c
o
n
d
i
t
i
o
n
u
n
t
i
l
r
e
m
o
v
e
d
.
K
e
e
p
co
n
c
r
e
t
e
c
o
n
t
i
n
u
o
u
s
l
y
m
o
i
s
t
f
o
r
n
o
t
l
e
s
s
t
h
a
n
7
d
a
y
s
a
f
t
e
r
p
l
a
c
e
m
e
n
t
.
K
e
e
p
co
n
c
r
e
t
e
m
o
i
s
t
w
i
t
h
a
f
i
n
e
f
o
g
w
a
t
e
r
s
p
r
a
y
u
n
t
i
l
p
r
o
t
e
c
t
e
d
b
y
c
o
v
e
r
i
n
g
su
r
f
a
c
e
s
w
i
t
h
w
e
t
s
a
n
d
,
w
e
t
b
u
r
l
a
p
o
r
m
o
i
s
t
c
u
r
i
n
g
m
a
t
s
.
B.
Du
r
i
n
g
t
i
m
e
s
o
f
d
r
y
o
r
e
x
c
e
s
s
i
v
e
w
i
n
d
s
,
h
i
g
h
a
m
b
i
e
n
t
t
e
m
p
e
r
a
t
u
r
e
,
l
o
w
h
u
m
i
d
i
t
y
,
or
o
t
h
e
r
a
m
b
i
e
n
t
c
o
n
d
i
t
i
o
n
s
c
a
u
s
i
n
g
r
a
p
i
d
d
r
y
i
n
g
,
u
s
e
s
p
e
c
i
f
i
e
d
e
v
a
p
o
r
a
t
i
o
n
re
t
a
r
d
a
n
t
a
n
d
f
i
n
i
s
h
i
n
g
a
i
d
m
a
t
e
r
i
a
l
a
c
c
o
r
d
i
n
g
t
o
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
'
s
i
n
s
t
r
u
c
t
i
o
n
s
an
d
c
u
r
e
c
o
n
c
r
e
t
e
w
i
t
h
a
f
i
n
e
f
o
g
s
p
r
a
y
o
f
w
a
t
e
r
,
o
r
e
q
u
a
l
,
a
p
p
l
i
e
d
b
o
t
h
d
u
r
i
n
g
an
d
a
f
t
e
r
f
i
n
i
s
h
i
n
g
a
n
d
c
o
n
t
i
n
u
e
d
u
n
t
i
l
f
i
n
a
l
c
u
r
i
n
g
o
p
e
r
a
t
i
o
n
s
a
r
e
s
t
a
r
t
e
d
.
C.
Us
e
t
h
e
w
a
t
e
r
c
u
r
i
n
g
m
e
t
h
o
d
,
c
u
r
i
n
g
s
h
e
e
t
m
a
t
e
r
i
a
l
,
o
r
a
c
l
e
a
r
l
i
q
u
i
d
me
m
b
r
a
n
e
-
f
o
r
m
i
n
g
c
u
r
i
n
g
c
o
m
p
o
u
n
d
e
x
c
e
p
t
a
s
o
t
h
e
r
w
i
s
e
s
p
e
c
i
f
i
e
d
.
D.
Do
no
t
us
e
an
y
ty
p
e
of
fi
n
i
s
h
i
n
g
or
cu
r
i
n
g
ma
t
e
r
i
a
l
s
or
me
t
h
o
d
s
th
a
t
in
t
e
r
f
e
r
e
wi
t
h
th
e
co
r
r
e
c
t
ap
p
l
i
c
a
t
i
o
n
or
b
o
n
d
i
n
g
o
f
s
u
b
s
e
q
u
e
n
t
m
a
t
e
r
i
a
l
s
;
v
e
r
i
f
y
e
x
a
c
t
r
e
q
u
i
r
e
m
e
n
t
s
a
s
t
h
e
y
a
p
p
l
y
t
o
a
l
l
a
p
p
l
i
c
a
b
l
e
m
a
t
e
r
i
a
l
s
.
3.
0
7
SE
A
L
I
N
G
C
O
N
C
R
E
T
E
:
A
.
Wh
e
r
e
sh
o
w
n
on
th
e
Dr
a
w
i
n
g
s
,
ap
p
l
y
to
sl
a
b
in
ac
c
o
r
d
wi
t
h
ma
n
u
f
a
c
t
u
r
e
r
'
s
in
s
t
r
u
c
t
i
o
n
s
.
Ap
p
l
y
du
r
i
n
g
la
t
e
r
st
a
g
e
s
of
co
n
s
t
r
u
c
t
i
o
n
.
Co
n
c
r
e
t
e
fl
o
o
r
s
to
re
c
e
i
v
e
ad
h
e
s
i
v
e
l
y
ap
p
l
i
e
d
fi
n
i
s
h
e
s
or
gr
o
u
t
e
d
fi
n
i
s
h
e
s
a
r
e
n
o
t
t
o
b
e
s
e
a
l
e
d
.
3.
0
8
PA
T
C
H
I
N
G
F
O
R
M
E
D
C
O
N
C
R
E
T
E
:
A.
Re
m
o
v
e
fi
n
s
,
pr
o
j
e
c
t
i
o
n
s
,
an
d
of
f
s
e
t
s
.
Cu
t
ou
t
ro
c
k
po
c
k
e
t
s
,
ho
n
e
y
c
o
m
b
,
an
d
al
l
ot
h
e
r
de
f
e
c
t
s
to
so
u
n
d
co
n
c
r
e
t
e
,
wi
t
h
ed
g
e
s
of
cu
t
s
st
r
a
i
g
h
t
an
d
ba
c
k
-
b
e
v
e
l
e
d
.
Da
m
p
e
n
cu
t
-
o
u
t
s
an
d
ed
g
e
s
,
an
d
sc
r
u
b
wi
t
h
ne
a
t
P
o
r
t
l
a
n
d
c
e
m
e
n
t
s
l
u
r
r
y
j
u
s
t
b
e
f
o
r
e
p
a
t
c
h
i
n
g
,
o
r
a
n
a
p
p
l
y
a
p
p
r
o
v
e
d
e
p
o
x
y
c
o
n
c
r
e
t
e
a
d
h
e
s
i
v
e
.
B.
Sa
t
u
r
a
t
e
fo
r
m
ti
e
ho
l
e
s
wi
t
h
wa
t
e
r
an
d
fi
l
l
vo
i
d
s
an
d
pa
t
c
h
e
s
wi
t
h
fl
u
s
h
sm
o
o
t
h
-
f
i
n
i
s
h
e
d
mo
r
t
a
r
of
sa
m
e
mi
x
a
s
c
o
n
c
r
e
t
e
(
l
e
s
s
c
o
a
r
s
e
a
g
g
r
e
g
a
t
e
)
,
c
u
r
e
,
a
n
d
d
r
y
.
3.
0
9
GR
O
U
T
I
N
G
A
N
D
D
R
Y
P
A
C
K
I
N
G
:
A.
In
s
t
a
l
l
as
in
d
i
c
a
t
e
d
or
re
q
u
i
r
e
d
.
Wh
e
r
e
gr
o
u
t
i
n
g
an
d
dr
y
p
a
c
k
i
n
g
is
pa
r
t
of
th
e
wo
r
k
of
ot
h
e
r
se
c
t
i
o
n
s
,
it
sh
a
l
l
c
o
n
f
o
r
m
t
o
t
h
e
f
o
l
l
o
w
i
n
g
r
e
q
u
i
r
e
m
e
n
t
s
,
a
s
a
p
p
l
i
c
a
b
l
e
.
B.
Dr
y
p
a
c
k
i
n
g
:
Mi
x
ma
t
e
r
i
a
l
s
th
o
r
o
u
g
h
l
y
wi
t
h
mi
n
i
m
u
m
am
o
u
n
t
of
wa
t
e
r
.
In
s
t
a
l
l
dr
y
p
a
c
k
by
fo
r
c
i
n
g
an
d
ro
d
d
i
n
g
to
fi
l
l
vo
i
d
s
an
d
pr
o
v
i
d
e
co
m
p
l
e
t
e
be
a
r
i
n
g
un
d
e
r
pl
a
t
e
s
.
Fi
n
i
s
h
ex
p
o
s
e
d
su
r
f
a
c
e
s
sm
o
o
t
h
an
d
cu
r
e
w
i
t
h
d
a
m
p
b
u
r
l
a
p
o
r
l
i
q
u
i
d
c
u
r
i
n
g
c
o
m
p
o
u
n
d
.
C.
No
n
-
S
h
r
i
n
k
G
r
o
u
t
i
n
g
:
1.
Mi
x
i
n
g
:
Mi
x
th
e
ap
p
r
o
v
e
d
no
n
-
s
h
r
i
n
k
gr
o
u
t
ma
t
e
r
i
a
l
wi
t
h
su
f
f
i
c
i
e
n
t
wa
t
e
r
pe
r
ma
n
u
f
a
c
t
u
r
e
r
s
re
c
o
m
m
e
n
d
a
t
i
o
n
s
.
2.
Ap
p
l
i
c
a
t
i
o
n
:
Su
r
f
a
c
e
s
to
re
c
e
i
v
e
th
e
no
n
-
s
h
r
i
n
k
gr
o
u
t
sh
a
l
l
be
cl
e
a
n
,
an
d
sh
a
l
l
be
mo
i
s
t
e
n
e
d
th
o
r
o
u
g
h
l
y
im
m
e
d
i
a
t
e
l
y
be
f
o
r
e
pl
a
c
i
n
g
th
e
mo
r
t
a
r
.
Be
f
o
r
e
gr
o
u
t
i
n
g
,
su
r
f
a
c
e
s
to
be
in
co
n
t
a
c
t
sh
a
l
l
be
ro
u
g
h
e
n
e
d
an
d
cl
e
a
n
e
d
th
o
r
o
u
g
h
l
y
,
al
l
lo
o
s
e
pa
r
t
i
c
l
e
s
sh
a
l
l
be
re
m
o
v
e
d
an
d
th
e
su
r
f
a
c
e
fl
u
s
h
e
d
th
o
r
o
u
g
h
l
y
wi
t
h
ne
a
t
ce
m
e
n
t
gr
o
u
t
im
m
e
d
i
a
t
e
l
y
be
f
o
r
e
th
e
gr
o
u
t
i
n
g
mo
r
t
a
r
is
pl
a
c
e
d
.
Pl
a
c
e
fl
u
i
d
gr
o
u
t
fr
o
m
on
e
si
d
e
on
l
y
an
d
pu
d
d
l
e
,
ch
a
i
n
,
or
pu
m
p
fo
r
co
m
p
l
e
t
e
fi
l
l
i
n
g
of
vo
i
d
s
;
do
no
t
re
m
o
v
e
th
e
da
m
s
or
fo
r
m
s
un
t
i
l
gr
o
u
t
at
t
a
i
n
s
in
i
t
i
a
l
se
t
.
Fi
n
i
s
h
ex
p
o
s
e
d
su
r
f
a
c
e
s
sm
o
o
t
h
,
an
d
cu
r
e
as
re
c
o
m
m
e
n
d
e
d
by
gr
o
u
t
m
a
n
u
f
a
c
t
u
r
e
r
.
3.
1
0
FI
E
L
D
Q
U
A
L
I
T
Y
C
O
N
T
R
O
L
:
A.
Le
v
e
l
of
Fl
o
o
r
s
:
Co
n
t
i
n
u
o
u
s
l
y
mo
n
i
t
o
r
co
n
c
r
e
t
e
pl
a
c
i
n
g
to
ma
i
n
t
a
i
n
le
v
e
l
fl
o
o
r
by
us
e
of
an
in
s
t
r
u
m
e
n
t
le
v
e
l
,
t
r
a
n
s
i
t
,
o
r
l
a
s
e
r
.
B.
Co
n
t
i
n
u
o
u
s
In
s
p
e
c
t
i
o
n
:
Co
n
s
t
r
u
c
t
st
r
u
c
t
u
r
a
l
co
n
c
r
e
t
e
ex
c
e
e
d
i
n
g
2,
0
0
0
ps
i
co
m
p
r
e
s
s
i
v
e
st
r
e
n
g
t
h
un
d
e
r
co
n
t
i
n
u
o
u
s
in
s
p
e
c
t
i
o
n
of
In
s
p
e
c
t
o
r
.
Ob
t
a
i
n
in
s
p
e
c
t
i
o
n
an
d
ap
p
r
o
v
a
l
of
fo
r
m
s
an
d
re
i
n
f
o
r
c
i
n
g
by
Bu
i
l
d
i
n
g
De
p
a
r
t
m
e
n
t
a
s
r
e
q
u
i
r
e
d
a
n
d
b
y
t
h
e
I
n
s
p
e
c
t
o
r
b
e
f
o
r
e
p
l
a
c
i
n
g
s
t
r
u
c
t
u
r
a
l
c
o
n
c
r
e
t
e
.
C.
Te
s
t
i
n
g
of
Co
n
c
r
e
t
e
:
Te
s
t
i
n
g
La
b
o
r
a
t
o
r
y
sh
a
l
l
pe
r
f
o
r
m
fo
l
l
o
w
i
n
g
te
s
t
s
.
Sa
m
p
l
e
s
fo
r
te
s
t
i
n
g
sh
a
l
l
be
ob
t
a
i
n
e
d
in
ac
c
o
r
d
a
n
c
e
wi
t
h
AS
T
M
C1
7
2
,
an
d
sh
a
l
l
be
ta
k
e
n
fr
o
m
as
cl
o
s
e
to
po
i
n
t
of
pl
a
c
e
m
e
n
t
as
po
s
s
i
b
l
e
.
1.
Co
m
p
r
e
s
s
i
v
e
St
r
e
n
g
t
h
Te
s
t
s
:
Ca
s
t
on
e
se
t
of
th
r
e
e
or
mo
r
e
cy
l
i
n
d
e
r
s
fr
o
m
ea
c
h
da
y
'
s
pl
a
c
i
n
g
an
d
ea
c
h
15
0
cu
b
i
c
ya
r
d
s
,
or
fr
a
c
t
i
o
n
th
e
r
e
o
f
,
or
no
t
le
s
s
th
a
n
on
c
e
fo
r
ea
c
h
2,
0
0
0
sq
u
a
r
e
fe
e
t
of
su
r
f
a
c
e
ar
e
a
fo
r
sl
a
b
s
an
d
wa
l
l
s
,
of
ea
c
h
st
r
e
n
g
t
h
of
st
r
u
c
t
u
r
a
l
co
n
c
r
e
t
e
.
Da
t
e
cy
l
i
n
d
e
r
s
,
as
s
i
g
n
re
c
o
r
d
nu
m
b
e
r
,
an
d
ta
g
sh
o
w
i
n
g
th
e
lo
c
a
t
i
o
n
fr
o
m
wh
i
c
h
sa
m
p
l
e
wa
s
ta
k
e
n
.
Al
s
o
re
c
o
r
d
sl
u
m
p
te
s
t
re
s
u
l
t
of
sa
m
p
l
e
.
D
o
n
o
t
m
a
k
e
m
o
r
e
t
h
a
n
t
w
o
s
e
r
i
e
s
o
f
t
e
s
t
s
f
r
o
m
a
n
y
o
n
e
l
o
c
a
t
i
o
n
o
r
b
a
t
c
h
o
f
c
o
n
c
r
e
t
e
.
2.
Te
s
t
Cy
l
i
n
d
e
r
s
:
Sa
m
p
l
e
s
wi
l
l
be
ma
d
e
in
ac
c
o
r
d
a
n
c
e
wi
t
h
AS
T
M
C1
7
2
.
Ca
s
t
cy
l
i
n
d
e
r
s
ac
c
o
r
d
i
n
g
to
AS
T
M
C3
1
;
24
ho
u
r
s
la
t
e
r
,
st
o
r
e
cy
l
i
n
d
e
r
s
un
d
e
r
mo
i
s
t
cu
r
i
n
g
co
n
d
i
t
i
o
n
s
at
ab
o
u
t
70
de
g
r
e
e
s
F.
Te
s
t
ac
c
o
r
d
i
n
g
to
AS
T
M
C3
9
at
7
an
d
28
-
d
a
y
ag
e
s
.
Th
e
re
m
a
i
n
i
n
g
cy
l
i
n
d
e
r
sh
a
l
l
be
ke
p
t
in
re
s
e
r
v
e
in
ca
s
e
t
e
s
t
s
a
r
e
u
n
s
a
t
i
s
f
a
c
t
o
r
y
.
3.
Co
n
t
r
o
l
Te
s
t
Cy
l
i
n
d
e
r
s
:
Ca
s
t
a se
t
of
tw
o
or
mo
r
e
cy
l
i
n
d
e
r
s
fo
r
ea
c
h
da
y
'
s
pl
a
c
i
n
g
of
co
n
c
r
e
t
e
fo
r
sl
a
b
s
su
p
p
o
r
t
e
d
on
sh
o
r
i
n
g
.
Pl
a
c
e
te
s
t
cy
l
i
n
d
e
r
s
on
sl
a
b
s
re
p
r
e
s
e
n
t
e
d
by
cy
l
i
n
d
e
r
s
an
d
cu
r
e
th
e
sa
m
e
as
sl
a
b
s
.
Te
s
t
cy
l
i
n
d
e
r
s
to
de
t
e
r
m
i
n
e
pr
o
p
e
r
ti
m
e
s
fo
r
re
m
o
v
a
l
of
sh
o
r
e
s
an
d
re
s
h
o
r
i
n
g
.
A st
r
e
n
g
t
h
te
s
t
sh
a
l
l
be
th
e
av
e
r
a
g
e
of
th
e
co
m
p
r
e
s
s
i
v
e
st
r
e
n
g
t
h
s
of
2
cy
l
i
n
d
e
r
s
ma
d
e
fr
o
m
th
e
sa
m
e
sa
m
p
l
e
of
co
n
c
r
e
t
e
a
n
d
t
e
s
t
e
d
a
t
2
8
d
a
y
s
.
D
.
C
o
r
e
T
e
s
t
s
:
I
f
t
e
s
t
s
s
h
o
w
t
h
e
c
o
m
p
r
e
s
s
i
v
e
s
t
r
e
n
g
t
h
o
f
a
n
y
c
o
n
c
r
e
t
e
f
a
l
l
s
b
e
l
o
w
t
h
e
r
e
q
u
i
r
e
d
m
i
n
i
m
u
m
,
a
d
d
i
t
i
o
n
a
l
t
e
s
t
i
n
g
o
f
c
o
n
c
r
e
t
e
w
h
i
c
h
u
n
s
a
t
i
s
f
a
c
t
o
r
y
t
e
s
t
s
r
e
p
r
e
s
e
n
t
m
a
y
b
e
r
e
q
u
i
r
e
d
.
M
a
k
e
c
o
r
e
t
e
s
t
s
a
c
c
o
r
d
i
n
g
t
o
A
S
T
M
C
4
2
.
F
i
l
l
c
o
r
e
h
o
l
e
s
w
i
t
h
d
r
y
p
a
c
k
c
o
n
c
r
e
t
e
o
f
s
t
r
e
n
g
t
h
r
e
q
u
i
r
e
d
f
o
r
c
o
n
c
r
e
t
e
.
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
b
e
a
r
c
o
s
t
o
f
t
e
s
t
s
f
o
r
b
e
l
o
w
-
s
t
r
e
n
g
t
h
c
o
n
c
r
e
t
e
e
v
e
n
i
f
s
u
c
h
t
e
s
t
s
i
n
d
i
c
a
t
e
c
o
n
c
r
e
t
e
h
a
s
a
t
t
a
i
n
e
d
r
e
q
u
i
r
e
d
m
i
n
i
m
u
m
c
o
m
p
r
e
s
s
i
v
e
s
t
r
e
n
g
t
h
,
a
n
d
a
l
l
c
o
s
t
s
f
o
r
r
e
q
u
i
r
e
d
c
o
r
r
e
c
t
i
o
n
s
.
3.
1
1
CL
E
A
N
I
N
G
C
O
N
C
R
E
T
E
:
A.
At
co
m
p
l
e
t
i
o
n
of
co
n
c
r
e
t
e
wo
r
k
,
cl
e
a
n
su
r
f
a
c
e
s
ex
p
o
s
e
d
to
vi
e
w
wi
t
h
wa
t
e
r
an
d
fi
b
e
r
br
i
s
t
l
e
br
u
s
h
e
s
.
Co
m
p
l
e
t
e
l
y
s
t
r
i
p
a
l
l
c
u
r
i
n
g
c
o
m
p
o
u
n
d
s
b
e
f
o
r
e
i
n
s
t
a
l
l
a
t
i
o
n
o
f
f
l
o
o
r
f
i
n
i
s
h
e
s
.
3.
1
2
FI
E
L
D
Q
U
A
L
I
T
Y
C
O
N
T
R
O
L
:
A.
Le
v
e
l
of
Fl
o
o
r
s
:
Co
n
t
i
n
u
o
u
s
l
y
mo
n
i
t
o
r
co
n
c
r
e
t
e
pl
a
c
i
n
g
to
ma
i
n
t
a
i
n
le
v
e
l
fl
o
o
r
by
us
e
of
an
in
s
t
r
u
m
e
n
t
le
v
e
l
,
t
r
a
n
s
i
t
,
o
r
l
a
s
e
r
.
SE
C
T
I
O
N
0
4
2
2
0
CO
N
C
R
E
T
E
U
N
I
T
M
A
S
O
N
R
Y
Pa
r
t
1
.
0
0
G
e
n
e
r
a
l
1.
0
1
SC
O
P
E
O
F
W
O
R
K
A.
Fu
r
n
i
s
h
l
a
b
o
r
,
m
a
t
e
r
i
a
l
s
,
s
e
r
v
i
c
e
s
,
e
q
u
i
p
m
e
n
t
a
n
d
a
p
p
l
i
a
n
c
e
s
r
e
q
u
i
r
e
d
f
o
r
c
o
n
c
r
e
t
e
u
n
i
t
m
a
s
o
n
r
y
w
o
r
k
in
d
i
c
a
t
e
d
o
n
t
h
e
D
r
a
w
i
n
g
s
a
n
d
s
p
e
c
i
f
i
e
d
h
e
r
e
i
n
.
1.
0
2
WO
R
K
I
N
C
L
U
D
E
D
,
B
U
T
N
O
T
I
N
C
L
U
S
I
V
E
A.
Co
n
c
r
e
t
e
u
n
i
t
m
a
s
o
n
r
y
B.
Ma
s
o
n
r
y
w
a
l
l
r
e
i
n
f
o
r
c
e
m
e
n
t
.
C.
Bu
i
l
d
i
n
g
i
n
b
o
l
t
s
,
a
n
c
h
o
r
s
,
n
a
i
l
e
r
s
,
a
n
g
l
e
s
,
i
n
s
e
r
t
s
,
c
o
n
d
u
i
t
s
,
p
i
p
i
n
g
,
f
l
a
s
h
i
n
g
s
,
e
t
c
.
f
u
r
n
i
s
h
e
d
a
n
d
l
o
c
a
t
e
d
by
o
t
h
e
r
t
r
a
d
e
s
.
1.
0
3
RE
F
E
R
E
N
C
E
S
T
A
N
D
A
R
D
S
A.
Am
e
r
i
c
a
n
S
o
c
i
e
t
y
f
o
r
T
e
s
t
i
n
g
M
a
t
e
r
i
a
l
s
(
A
S
T
M
)
:
B.
AC
I
5
3
0
/
A
S
C
E
5
/
T
M
S
4
0
2
B
u
i
l
d
i
n
g
C
o
d
e
r
e
q
u
i
r
e
m
e
n
t
s
f
o
r
m
a
n
s
o
n
r
y
s
t
r
u
c
t
u
r
e
s
.
1.
0
4
SA
M
P
L
E
S
A.
Su
b
m
i
t
t
h
e
f
o
l
l
o
w
i
n
g
f
o
r
a
c
c
e
p
t
a
n
c
e
:
1.
Co
n
c
r
e
t
e
m
a
s
o
n
r
y
u
n
i
t
s
:
T
w
o
o
f
e
a
c
h
t
y
p
e
.
1.
0
5
RE
L
A
T
E
D
S
E
C
T
I
O
N
S
:
A.
Se
c
t
i
o
n
0
3
2
0
0
Pa
r
t
2
.
0
0
P
r
o
d
u
c
t
s
2.
0
1
MA
N
U
F
A
C
T
U
R
E
R
A.
Th
e
D
r
a
w
i
n
g
s
w
e
r
e
p
r
e
p
a
r
e
d
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Part 3.00 Execution3.01CONDITIONSA.Hot_Weather Installation:Protect masonry erected when ambient air temperature is more than 90 F, in shade, and relativehumidity is less than 50 percent from direct exposure to wind and sun for 48 hours after installation.B.Cold_Weather Installation:Do not build upon frozen work. Before erecting masonry during temperatures below 40 F, submit writtenstatement for acceptance of methods proposed to heat and protect masonry from freezing. Do not laymasonry at temperatures below 35 F unless authorized in writing.3.02PREPARATION (MORTAR)A.Accurately measure and mix mortar materials with water as necessary to produce wettest workableconsistency possible. Place mortar in final position within 2_1/2 hours after mixing. Discard mortar notused or starting to set within this time interval.3.03SCAFFOLDINGA.Provide scaffolding necessary for masonry work; make same available to other trades working inconjunction with masonry work.3.04MASONRY CONSTRUCTIONA.General:Do not lay units having film of water or frost on surfaces. Lay masonry plumb, true to line, with levelcourses accurately spaced. Keep bond pattern plumb throughout. Shove vertical joints tight. Adjusteach unit to final position while mortar is soft and plastic. Remove and relay units disturbed after mortarhas stiffened with fresh mortar.B.Laying Units:Do not wet before laying. Cut units with power masonry saws, either dry or wet cut. Lay units in a 1/2running bond vertical joints between units located over center of units in next course below and inalignment from bottom to top of wall. Full bed units in mortar under both face shells. Fill head jointssolidly with mortar for distance in from face of unit or wall not less than thickness of longitudinal faceshell. No cells open in face surfaces.C.Grouting (if shown on the Drawings):Where shown on the Drawings, pour interior grout spaces, except those blocked out with wood in orderto provide openings through wall, full of grout; lifts not to exceed 6'_0". Cleanouts shall be provided in thebottom course of every vertical bar. Do not slush with mortar. Cause grout to flow into voids andsurround rebar; grout shall be consolidated by mechanical vibration. Except at finishing course, stopgrout pours approximately one inch below top of last course.D.Cutting and Fitting:Wherever possible, use full units of proper size in lieu of cut units. Cut edges, where necessary, clean,true, and sharp. Carefully cut, form, or otherwise neatly make openings for recessed items andelectrical, plumbing, or other mechanical installations so that wall plates, cover plates, or escutcheonswill completely conceal openings and have bottoms in alignment with lower edge of masonry joints.E.Embedded Items:Point openings around flush_mounted electrical outlet boxes in wet locations flush with mortar, includingflush joints above boxes. Build in anchors, ties, wall plugs, accessories, flashings, pipe sleeves, andother items as masonry work progresses. Fully embed anchors, ties and joint reinforcement in mortar.F.Unfinished Work:Step back for joining with continuing new work. Tooth only when specifically approved. Before layingnew work, remove loose mortar, and thoroughly clean exposed joint.G.Jointing:1.TypeTool slightly concave; mortar thoroughly compacted and pressed against edges of units. Tool whenmortar is thumbprint hard. Finish tooled joints to uniformly straight and true lines and surfaces, smoothand free of tool marks.2.WidthEqual to difference between actual and nominal dimensions of units in either height or length; averagewidth of any three adjacent joints not less than 1/4 nor more than 1/2 inch. Vertical joints same widthexcept for inconspicuous variations required to maintain bond.3.05POINTING AND CLEANINGA.Completely remove mortar daubs or splashings from masonry surfaces that will be exposed beforesetting or hardening. Rake out defects in exposed joints, fill with mortar, and tool concave. Do not cleanmasonry surfaces other than removing excess surface mortar, until mortar has hardened. Leavemasonry surfaces clean, free of mortar daubs, dirt, stain and discoloration, including scum from cleaningoperations, and with tight mortar joints throughout.3.06PROTECTION OF WORKA.Protect surfaces of masonry not being worked. When rain or snow is imminent, cover tops of exposedmasonry with strong non_staining waterproof membrane; prevent moisture from accumulating withinunfinished walls. Brace or make other provisions during construction to prevent wind damage.3.07CLEAN_UPA.Upon completion of work of this Section, remove related debris from premises.SECTION 05120STRUCTURAL STEELPart 1.00 General1.01SCOPE OF WORKA.Furnish all labor, materials, services, equipment and appliances required for structural steel workindicated on the drawings and specified herein.1.02DESIGN AND FABRICATIONA.Fabricator shall be responsible for design of connections not specifically shown on the Drawings and formember dimensions and fit.1.03REFERENCE PUBLICATIONS AND STANDARDSA.American Institute of Steel Construction (AISC):1."Specifications for the Design, Fabrication and Erection of Structural Steel for Buildings."2."Code of Standard Practice for Steel Buildings and Bridges."3."Structural Steel Detailing."4."Specifications for Structural Joints using A325 or A490 Bolts."B.American Welding Society (AWS):1."Structural Welding Code," AWS D1.12."Standard Welding Symbols," AWS A2.0C.American Society For Testing Materials (ASTM)D.Other;All applicable federal, state and local ordinances and directions.1.04SHOP DRAWINGSA.Submit shop drawings to Owner for acceptance prior to the start of fabrication. Shop drawings shallinclude complete anchor bolt setting plans and erection, placing drawings and detail drawings checkedbefore submittal.1.05COORDINATIONA.Contractor shall be responsible for dimensions, detailing, fabrication, fitting and alignment of the work ofthis section.Part 2.00 Products2.01MANUFACTURERA.The drawings were prepared and portions of this specification written on the basis of using the productsof specific manufacturers. It is not the intent to limit competitive bidding. Products with equalcharacteristics by other manufacturers are acceptable under the conditions of these specifications.2.02STRUCTURAL STEELA.Miscellaneous Shapes and Plates:ASTM A36B.Rolled Shapes:ASTM A992C.Tubing:ASTM A500 Grade BD.Pipe:ASTM A53 Type S, Grade B2.03MISCELLANEOUS MATERIALSA.Bolts and Nuts:ASTM Designation as shown on the drawings.B.Anchor Bolts:ASTM A307 or A36 as noted on the drawings.2.04WELDING ELECTRODESA.Series E70 or equivalent suitable for the conditions of use.2.05SHOP PAINTA.General Use:Rust inhibiting primer which will not support combustion and which is suitable base for spray_onfireproofing. Refer to structural drawings for specific types if required.B.Exposed Steel:Primer compatible with finish paint specified in PAINTING.2.06NON_SHRINK GROUTA.Master Builders "EMBECO 885" o
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Perform welding in a manner that
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.
3.07SHOP PAINTINGA.Thoroughly clean structural steel
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oil, grease, and other foreign mat
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field welded.3.08CLEAN_UPA.Upon completion of work of this s
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Part 1.00 General1.01SCOPE OF WORKA.Furnish labor, material, services,
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on the Drawings and specified he
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1.02WORK INCLUDED, BUT NOT INCL
U
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A.Framing Lumber:Studs, plates, joists, rafters, beam
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B.Roof SheathingC.Wall SheathingD.Building FeltE.Rough Hardware:Nails, clips, spikes, bolts, nuts, wa
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F.Metal Shapes and Connections:Joist hangers, plates, connections
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.
1.03WORK SPECIFICALLY EXCLUDEDA.Concrete formworkB.TrussesC.Finish carpentry and millworkD.Lumber treatmentE.Glued-laminated structural units1.04REFERENCE STANDARDSA.General:Grading shall comply with latest e
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Lumber Associations or agencies
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Lumberman's Association, Weste
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Southern Pine Inspection Bureau
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B.Federal Specifications (FS)C.National Design Specification (ND
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Part 2.00 Products2.01GRADE MARKSA.Lumber and plywood shall be iden
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interfere with the natural finish.2.02BASIC MATERIALSA.Framing Lumber and Wood Deck
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:
1.Grades and SpeciesGrades and species of lumber
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Contractor may, at his option, s
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2.Moisture ContentNot to exceed 19%.3.TreatmentPreservative treated lumber is r
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1.General UseExposure I, APA rated sheathin
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2.03METAL SHAPES AND CONNECTO
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C.Column Bases, Connectors, etc:As noted and/or detailed on the D
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2.04ROUGH HARDWAREA.Nails:Size and type best suited for the p
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with treated lumber.B.Anchors:As required or as noted on the Dr
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t
u
d
m
e
m
b
e
r
s
.
F.
Fi
r
e
S
t
o
p
s
:
In
s
t
a
l
l
f
i
r
e
_
s
t
o
p
s
(
c
o
n
t
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n
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b
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o
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k
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b
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)
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a
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.
c
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t
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a
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t
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a
t
f
l
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l
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n
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.
3.
0
3
CE
I
L
I
N
G
A
N
D
R
O
O
F
F
R
A
M
I
N
G
A.
Si
z
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a
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r
a
w
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g
s
.
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l
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be
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e
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s
.
F
r
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m
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p
e
n
i
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g
s
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l
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s
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r
s
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n
d
t
r
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m
m
e
r
s
.
3.
0
4
MI
S
C
E
L
L
A
N
E
O
U
S
F
R
A
M
I
N
G
A.
Bl
o
c
k
i
n
g
:
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o
v
i
d
e
b
l
o
c
k
i
n
g
o
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s
u
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t
a
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l
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p
p
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m
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m
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m
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w
h
e
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s
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t
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p
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f
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n
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s
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m
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t
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r
i
a
l
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,
a
p
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d
m
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d
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s
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c
.
B.
Fu
r
r
i
n
g
:
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z
e
a
s
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n
d
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c
a
t
e
d
o
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t
h
e
D
r
a
w
i
n
g
s
.
I
n
s
t
a
l
l
a
t
s
i
x
t
e
e
n
(
1
6
)
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n
c
h
e
s
o
n
c
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n
t
e
r
u
n
l
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s
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o
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n
,
r
u
n
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l
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g
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g
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d
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s
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d
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n
p
l
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e
.
3.
0
5
WA
L
L
S
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A
T
H
I
N
G
A.
In
s
t
a
l
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f
u
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s
.
S
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c
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d
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po
s
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t
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o
n
.
3.
0
6
RO
O
F
S
H
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A
T
H
I
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G
A.
Ap
p
l
y
w
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d
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m
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d
g
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1
/
8
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p
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(
6
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(
1
2
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3.
0
7
NA
I
L
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N
G
A.
Wh
e
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d
r
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v
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h
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m
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w
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n
a
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s
:
1.
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t
_
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p
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a
m
s
:
A
s
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d
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d
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g
s
2.
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:
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2
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8
d
.
5.
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b
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B
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6.
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p
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:
1
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8
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:
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10
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11
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s
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3.
0
8
CL
E
A
N
_
U
P
A.
Up
o
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c
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m
p
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t
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1.
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A.
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r
n
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a
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m
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,
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.
1.
0
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R
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L
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B
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1.
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m
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c
k
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n
g
1.
0
4
RE
F
E
R
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N
C
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L
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C
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t
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s
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s
s
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(
N
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)
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s
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r
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c
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(
A
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C
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1.
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O
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A.
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b
m
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B
.
Q
u
a
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n
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f
a
c
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Q
u
a
l
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f
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c
a
t
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:
a.
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m
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a
t
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d
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g
n
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th
a
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f
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(
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y
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2.
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s
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:
1.
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d
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u
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(
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)
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5
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:
1.
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u
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(
8
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)
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b
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0
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A.
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-
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s
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a
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a
m
s
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6
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:
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SECTION 15010MECHANICAL SPECIAL CONDITIONSPart 1.00 General1.01SPECIAL NOTICEA.Each contractor shall read all relevant documents, become familiar with the job, scope of work, type ofgeneral construction, and the architectural, structural, mechanical and electrical drawings andspecifications. Each contractor shall also familiarize himself with the purpose for which these documentshave been prepared and shall become cognizant of all the details involved. Each contractor shallcoordinate his work with that of others.B.The term "contractor" used in this section of the specification shall mean the contractor whose work iscovered by this section.C.When the term "Engineer" is used in this section of the specification, it shall mean the consultingmechanical engineer.1.02SCOPE OF WORKA.This section of the work shall comprise the furnishing of all materials, equipment, tools, labor andtransportation necessary for the complete installation of the mechanical systems shown and hereinafterspecified. Work is to be complete in every respect whether specifically mentioned in contract documentsor not. This work and materials includes, but is not limited to, the following items:1.Plumbing work including, but not limited to, complete systems of storm, soil, waste and vent piping,domestic water service and distribution, natural gas service and distribution, plumbing fixtures, floorand roof drains, water heaters and roughing in and final connections of equipment furnished by theowner, General Contractor or under other sections of the work.2.Heating, ventilating and central air conditioning systems including, but not limited to, heating andcooling units, complete duct system including grilles, registers and diffusers, insulation, accessories,temperature control systems and the installation of exhaust and ventilation units furnished by theowner.3.The fire protection system including, but not limited to, complete design shop drawings and installation,of fire sprinkler system and range hood fire suppression systems including water service, meteringequipment, distribution, fire sprinklers, Siamese connections, alarms, controls and other specified andrequired items necessary to provide an approved fire suppression system.1.03FEES AND PERMITSA.Each contractor shall obtain all permits, inspections and approvals applicable to his trade and requiredby regulatory authorities. All fees and costs of any nature whatsoever incidental to these permits,inspections and approvals shall be paid by the contractor as part of his Base Contract.1.04RESPONSIBILITY OF THE CONTRACTORA.Each contractor shall be responsible for all work of every description in connection with his contract. Heshall specifically and distinctly assume, and does so assume, all risk for damage or injury from whatevercause to property or person used or employed on or in connection with this work and of all damage orinjury to any persons or property wherever located, resulting from any action or operation under thecontract or in connection with thework, and undertake the promise to defend the General Contractor against all claims resulting from anysuch damage or injury.B.Each contractor will be held responsible for the execution of a satisfactory and complete piece of work, inaccordance with the true intent of the drawings and specifications and all bulletins and addenda whichmay be issued during the time of bidding. He shall provide, without extra charge, all incidental itemsrequired as part of his work, even though not particularly specified or indicated, and if he has goodreason for objecting to the use of any material, appliance or method of construction as shown orspecified, he shall make report of such objections to the Owner's Representative, and obtain properadjustment before the Contract is made, and shall proceed with the work, only with the understandingthat a satisfactory job is required.1.05DRAWINGS AND SPECIFICATIONSA.The interrelation of the specifications, drawings and schedules shall be as hereinbefore described in theArchitectural sections of the specifications.B.Should the drawings disagree in themselves, or with the specifications, the better quality or greaterquantity of work or materials shall be estimated upon, and unless otherwise ordered by the Architect inwriting, shall be performed or furnished. In case the specifications should not fully agree with theschedules, the latter shall govern. Figures given on drawings govern scale measurements andlarge-scale details govern small-scale drawings.C.The "Scope of Work" as hereinbefore stated, is intended to designate the general description of the workwhich shall be performed by each of the major contractors. It is not intended to include all items of work,either generally or specifically, nor is it intended to limit the scope of work where plans, schedules, notesor standard practice requires the inclusion of other specific items.D.When the drawings do not give exact details as to the elevations or pipe, conduit and ducts, thecontractors shall physically arrange the systems to fit in the space available at the elevations intendedwith the proper grades for the functioning of the systems involved. Piping, exposed conduit and the ductsystems shall be coordinated with the building construction, and located as high as possible against thestructure in a neat and workmanlike manner. Work shall be concealed in all finished areas unlessotherwise noted.1.06FINAL INSPECTIONSA.The purpose of the final inspection is to determine whether the contractor has completed the work in aproper and workmanlike manner, that he has apparently installed the work in accordance with the intentof the drawings and specifications and that, in the Owner's Representative's opinion, the work issatisfactory for acceptance.B.It shall be the duty of each contractor to personally make the special inspection trip as a whole, assuringhimself that the work on the project is ready for final inspection.C.Before making the final inspection, the Owner's Representative must have received the followingdocuments or evidence that they will be available at the time of inspection:1.Certificates of acceptance from local inspecting authorities.2.The letter of compliance from the Mechanical and Electrical Contractors.3. All data called for in the "Records for Owner" article of this section of the specifications.1.07UTILITIESA.The location, size and elevation of sanitary and storm sewer mains, the location, size and pressure ofwater and gas mains, and points of service entrance are shown in accordance with data given this officeby various departments of cities, utility companies, and representative of the Owner and/or Landlord.The points of connection to the utility lines are approximate only and shall be verified by the contractorbidding each portion of the work. Each bidder shall include adequate funds in his bid price to cover allcosts of connections to utility lines regardless of exact location and shall hold the Owner harmless as toadditional costs or extras regarding the utility connections.1.08GUARANTEEA.All materials, equipment and workmanship shall be guaranteed for a period of one year from the date ofacceptance of this project, except that where specific equipment is noted to have extended guarantees,the contractor shall be responsible for the proper registration of these guarantees so that the Owner canmake all proper claims should future needs develop. All work found to be defective shall be repaired orreplaced by the contractor without any charge to the Owner.Part 2.00 Products2.01MATERIALSA.Materials utilized in the construction of this building shall be new, and of the quality indicated and, unlessotherwise noted, be manufactured in the United States of America. Manufacturers' names arementioned herein. Products by the named manufacturers have proved to be satisfactory under similarconditions of service.B.Where a manufacturer's name appears in the specifications, it is not to be construed to mean thatequipment by the named manufacturer does not have to fully meet the requirements detailed in thespecifications. All similar equipment provided for the project by any one contractor shall be of the samemanufacturer whether furnished under the original contractor or under a change order, unless specificallyspecified to the contrary.C.No substitutions shall be allowed without written approval from the Darden Restaurants Project Manager.2.02CODES AND STANDARDSA.All materials and workmanship shall comply with all applicable local, county, state and national codes,specifications, ordinances, utility company regulations and specified industry standards.B.In case of a difference between building codes, specifications, state laws, local ordinances, industrystandards, utility company regulations and the Contract Documents, the most stringent shall govern. Thecontractor shall promptly notify the Owner's Representative in writing of any such differences. Shouldthe contractor perform any work that does not comply with the requirements of the applicable buildingcodes, state laws, local ordinances, industry standards, utility company regulations, he shall bear allcosts arising in correcting these deficiencies.C.In addition to the local, county, and state ordinances, the utility company regulations, the followingindustry standards and codes shall apply as applicable, except that where the requirements ofthisspecification are more stringent then the following standards, they shall take precedence:AGA - American Gas AssociationAIEE - American Institute of Electrical EngineersAMCA - Air Moving and Conditioning AssociationASA - American Standard AssociationASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers 2.04SHOP DRAWINGSA.Each contractor shall submit sh
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2.06RECORDS FOR OWNERA.Each contractor shall accumula
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Part 3.00 Execution3.01EXAMINATION OF PREMISESA.Before submitting proposals for
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3.02SPACE AND EQUIPMENT ARRA
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t
u
t
i
o
n
offered without these shop draw
i
n
g
s
d
o
e
s
n
o
t
r
e
l
i
e
v
e
t
h
e
c
o
n
t
r
a
c
t
o
r
o
f
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
a
r
r
a
n
g
i
n
g
t
h
e
equipment in a satisfactory wor
k
a
b
l
e
i
n
s
t
a
l
l
a
t
i
o
n
i
n
t
h
e
s
p
a
c
e
s
h
o
w
n
o
n
t
h
e
d
r
a
w
i
n
g
s
.
3.03MANUFACTURER'S DIRECTION
S
A.The manufacturer's published d
i
r
e
c
t
i
o
n
s
s
h
a
l
l
b
e
f
o
l
l
o
w
e
d
i
n
t
h
e
d
e
l
i
v
e
r
y
,
s
t
o
r
a
g
e
,
p
r
o
t
e
c
t
i
o
n
,
i
n
s
t
a
l
l
a
t
i
o
n
,
piping and wiring of all equipme
n
t
a
n
d
m
a
t
e
r
i
a
l
.
T
h
e
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
p
r
o
m
p
t
l
y
n
o
t
i
f
y
t
h
e
O
w
n
e
r
'
s
Representative in writing of any
c
o
n
f
l
i
c
t
b
e
t
w
e
e
n
t
h
e
r
e
q
u
i
r
e
m
e
n
t
s
o
f
t
h
e
C
o
n
t
r
a
c
t
D
o
c
u
m
e
n
t
s
a
n
d
t
h
e
manufacturer's directions, and s
h
a
l
l
o
b
t
a
i
n
i
n
s
t
r
u
c
t
i
o
n
s
b
e
f
o
r
e
p
r
o
c
e
e
d
i
n
g
w
i
t
h
t
h
e
w
o
r
k
.
S
h
o
u
l
d
t
h
e
contractor perform any work be
f
o
r
e
r
e
c
e
i
v
i
n
g
s
u
c
h
i
n
s
t
r
u
c
t
i
o
n
s
,
h
e
s
h
a
l
l
b
e
a
r
a
l
l
c
o
s
t
s
a
r
i
s
i
n
g
i
n
connection with the deficiencies
.
3.04CUTTING AND PATCHINGA.Each contractor shall notify the
G
e
n
e
r
a
l
C
o
n
t
r
a
c
t
o
r
s
u
f
f
i
c
i
e
n
t
l
y
a
h
e
a
d
o
f
t
h
e
c
o
n
s
t
r
u
c
t
i
o
n
o
f
a
n
y
f
l
o
o
r
s
,
walls, ceilings, roofs, etc, of the
o
p
e
n
i
n
g
s
t
h
a
t
w
i
l
l
b
e
r
e
q
u
i
r
e
d
f
o
r
h
i
s
w
o
r
k
.
H
e
s
h
a
l
l
a
l
s
o
s
e
e
t
h
a
t
a
n
y
and all sleeves that are require
d
f
o
r
h
i
s
w
o
r
k
a
r
e
s
e
t
a
t
p
r
o
p
e
r
t
i
m
e
s
s
o
a
s
n
o
t
t
o
h
o
l
d
u
p
t
h
e
p
r
o
g
r
e
s
s
o
f
the job. Any cutting and patchi
n
g
r
e
q
u
i
r
e
d
t
o
b
e
d
o
n
e
b
e
c
a
u
s
e
o
f
l
a
c
k
o
f
p
r
o
p
e
r
c
o
o
r
d
i
n
a
t
i
o
n
s
h
a
l
l
b
e
done by the General Contracto
r
a
t
t
h
e
e
x
p
e
n
s
e
o
f
t
h
e
c
o
n
t
r
a
c
t
o
r
s
i
n
v
o
l
v
e
d
.
B.Do not request the General Con
t
r
a
c
t
o
r
t
o
c
u
t
a
n
y
s
t
r
u
c
t
u
r
a
l
m
e
m
b
e
r
s
w
i
t
h
o
u
t
f
i
r
s
t
h
a
v
i
n
g
r
e
c
e
i
v
e
d
w
r
i
t
t
e
n
permission from the Owner's R
e
p
r
e
s
e
n
t
a
t
i
v
e
.
C
u
t
t
i
n
g
o
f
r
o
u
n
d
o
p
e
n
i
n
g
s
w
h
i
c
h
c
a
n
b
e
d
o
n
e
b
y
t
h
e
u
s
e
of a rotary drill may be done by
t
h
e
c
o
n
t
r
a
c
t
o
r
r
e
q
u
i
r
i
n
g
s
a
m
e
.
3.05ELECTRICAL ENERGY, WATER
A
N
D
S
A
N
I
T
A
R
Y
F
A
C
I
L
I
T
I
E
S
A.Electrical energy, water and san
i
t
a
r
y
f
a
c
i
l
i
t
i
e
s
r
e
q
u
i
r
e
d
f
o
r
t
h
e
c
o
n
s
t
r
u
c
t
i
o
n
o
f
t
h
i
s
p
r
o
j
e
c
t
s
h
a
l
l
b
e
provided as herein before spec
i
f
i
e
d
u
n
d
e
r
t
h
e
A
r
c
h
i
t
e
c
t
u
r
a
l
s
e
c
t
i
o
n
s
o
f
t
h
e
w
o
r
k
e
x
c
e
p
t
a
s
f
o
l
l
o
w
s
.
A
l
l
electrical energy required for w
e
l
d
i
n
g
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
b
y
t
h
e
c
o
n
t
r
a
c
t
o
r
d
o
i
n
g
t
h
e
w
e
l
d
i
n
g
i
n
t
h
e
f
o
r
m
o
f
portable gasoline power genera
t
o
r
s
a
s
a
l
l
o
w
e
d
b
y
l
o
c
a
l
c
o
d
e
s
a
n
d
r
e
g
u
l
a
t
i
o
n
s
.
3.06ELECTRIC WIRING OF MOTORS
A
N
D
E
Q
U
I
P
M
E
N
T
A.The Electrical Contractor shall f
u
r
n
i
s
h
a
n
d
i
n
s
t
a
l
l
a
l
l
w
i
r
i
n
g
f
o
r
t
h
e
i
n
s
t
a
l
l
a
t
i
o
n
o
f
e
q
u
i
p
m
e
n
t
f
u
r
n
i
s
h
e
d
under other sections of the wor
k
.
T
h
e
E
l
e
c
t
r
i
c
a
l
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
f
u
r
n
i
s
h
a
l
l
d
i
s
c
o
n
n
e
c
t
s
w
i
t
c
h
e
s
a
s
required for the proper operatio
n
o
f
t
h
e
e
q
u
i
p
m
e
n
t
u
n
l
e
s
s
s
u
c
h
e
q
u
i
p
m
e
n
t
i
s
s
p
e
c
i
f
i
e
d
t
o
b
e
f
a
c
t
o
r
y
mounted.B.Each contractor shall note that
t
h
e
e
l
e
c
t
r
i
c
a
l
d
e
s
i
g
n
a
n
d
d
r
a
w
i
n
g
s
a
r
e
b
a
s
e
d
o
n
t
h
e
e
q
u
i
p
m
e
n
t
s
c
h
e
d
u
l
e
d
and shown on the drawings, sh
o
u
l
d
a
n
y
c
o
n
t
r
a
c
t
o
r
s
u
b
m
i
t
f
o
r
a
p
p
r
o
v
a
l
e
q
u
i
p
m
e
n
t
r
e
q
u
i
r
i
n
g
c
h
a
n
g
e
s
t
o
the electrical design for which t
h
e
E
l
e
c
t
r
i
c
a
l
C
o
n
t
r
a
c
t
o
r
w
i
l
l
r
e
q
u
e
s
t
a
n
d
e
x
t
r
a
,
t
h
i
s
e
x
t
r
a
s
h
a
l
l
b
e
p
a
i
d
b
y
the contractor providing the equ
i
p
m
e
n
t
r
e
q
u
i
r
i
n
g
t
h
e
c
h
a
n
g
e
.
3.07QUIET OPERATIONA.This work shall be installed in s
u
c
h
a
m
a
n
n
e
r
t
h
a
t
u
n
d
e
r
a
l
l
c
o
n
d
i
t
i
o
n
s
o
f
l
o
a
d
i
t
s
h
a
l
l
o
p
e
r
a
t
e
w
i
t
h
o
u
t
sound or vibration which is obje
c
t
i
o
n
a
b
l
e
i
n
t
h
e
o
c
c
u
p
i
e
d
s
p
a
c
e
s
i
n
t
h
e
o
p
i
n
i
o
n
o
f
t
h
e
O
w
n
e
r
'
s
Representative. In the case of
m
o
v
i
n
g
m
a
c
h
i
n
e
r
y
,
s
o
u
n
d
o
r
v
i
b
r
a
t
i
o
n
a
n
n
o
y
i
n
g
l
y
n
o
t
i
c
e
a
b
l
e
i
n
s
i
d
e
i
t
s
own room can be considered a
s
o
b
j
e
c
t
i
o
n
a
b
l
e
.
Part 2.00 Products (NO SUBSTITUTI
O
N
S
A
L
L
O
W
E
D
)
2.01PIPE HANGERS AND SUPPORT
S
A.All horizontal runs of piping sha
l
l
b
e
s
u
s
p
e
n
d
e
d
f
r
o
m
t
h
e
s
t
r
u
c
t
u
r
a
l
m
e
m
b
e
r
s
a
b
o
v
e
b
y
m
e
a
n
s
o
f
approved hangers spaced as s
p
e
c
i
f
i
e
d
.
S
u
p
p
o
r
t
s
a
n
d
h
a
n
g
e
r
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
t
o
p
e
r
m
i
t
f
r
e
e
e
x
p
a
n
s
i
o
n
and contraction, the piping shal
l
b
e
s
e
l
f
-
s
u
p
p
o
r
t
i
n
g
a
n
d
s
h
a
l
l
n
o
t
b
e
s
u
p
p
o
r
t
e
d
f
r
o
m
t
h
e
e
q
u
i
p
m
e
n
t
connections or the suspension
s
y
s
t
e
m
f
u
r
n
i
s
h
e
d
f
o
r
s
u
s
p
e
n
d
e
d
c
e
i
l
i
n
g
s
.
B.All hangers shall be properly si
z
e
d
t
o
f
i
t
t
h
e
p
i
p
e
o
r
t
h
e
i
n
s
u
l
a
t
i
o
n
a
r
o
u
n
d
t
h
e
p
i
p
e
w
h
i
c
h
t
h
e
y
a
r
e
supporting. All hangers shall b
e
a
r
t
h
e
n
a
m
e
o
f
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
b
y
w
h
o
m
t
h
e
y
a
r
e
m
a
d
e
.
P
i
p
e
h
a
n
g
e
r
s
shall be formed steel clevis type
h
a
n
g
e
r
w
i
t
h
a
d
j
u
s
t
a
b
l
e
a
t
t
a
c
h
m
e
n
t
t
o
h
a
n
g
e
r
r
o
d
.
H
a
n
g
e
r
s
s
h
a
l
l
b
e
properly sized to support weigh
t
o
f
p
i
p
i
n
g
u
n
d
e
r
o
p
e
r
a
t
i
n
g
c
o
n
d
i
t
i
o
n
s
a
s
r
e
c
o
m
m
e
n
d
e
d
i
n
t
h
e
manufacturer's published literat
u
r
e
.
F
o
r
u
n
-
i
n
s
u
l
a
t
e
d
c
o
p
p
e
r
o
r
b
r
a
s
s
p
i
p
i
n
g
,
u
s
e
h
a
n
g
e
r
s
a
s
s
p
e
c
i
f
i
e
d
above except that they shall be
c
o
p
p
e
r
p
l
a
t
e
d
o
r
p
l
a
s
t
i
c
s
h
e
a
t
h
e
d
w
h
e
r
e
v
e
r
t
h
e
y
w
i
l
l
b
e
i
n
c
o
n
t
a
c
t
w
i
t
h
the copper pipe.C.Hangers shall be fastened to th
e
c
o
n
s
t
r
u
c
t
i
o
n
b
y
t
h
e
u
s
e
o
f
m
a
l
l
e
a
b
l
e
i
r
o
n
a
d
j
u
s
t
a
b
l
e
c
l
a
m
p
s
,
p
r
o
p
e
r
l
y
designed and sized for steel en
c
o
u
n
t
e
r
e
d
a
n
d
b
e
i
n
s
t
a
l
l
e
d
w
i
t
h
l
o
c
k
n
u
t
s
o
r
b
o
l
t
s
s
e
c
u
r
e
l
y
t
i
g
h
t
e
n
e
d
.
Hangers, rollers, inserts, and be
a
m
c
l
a
m
p
s
s
h
a
l
l
b
e
s
t
a
n
d
a
r
d
p
r
o
d
u
c
t
s
o
f
t
h
e
s
a
m
e
r
e
c
o
g
n
i
z
e
d
manufacturer.D.Miscellaneous steel necessary
f
o
r
s
u
p
p
o
r
t
i
n
g
t
h
e
p
i
p
e
w
o
r
k
.
N
e
c
e
s
s
a
r
y
t
r
a
p
e
z
e
,
r
o
d
s
,
b
o
l
t
s
a
n
d
accessories, clamps, weld clips
,
a
n
g
l
e
i
r
o
n
b
r
a
c
k
e
t
s
o
r
o
t
h
e
r
a
p
p
r
o
v
e
d
m
e
a
n
s
s
h
a
l
l
b
e
u
s
e
d
f
o
r
a
t
t
a
c
h
i
n
g
supporting steel to the building
c
o
n
s
t
r
u
c
t
i
o
n
.
W
h
e
r
e
a
d
d
i
t
i
o
n
a
l
s
t
e
e
l
m
e
m
b
e
r
s
a
r
e
r
e
q
u
i
r
e
d
f
o
r
h
a
n
g
i
n
g
the lines in areas with special c
o
n
d
i
t
i
o
n
s
,
t
h
e
s
t
e
e
l
w
o
r
k
s
h
a
l
l
b
e
p
r
o
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i
d
e
d
a
s
p
a
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o
f
t
h
e
g
e
n
e
r
a
l
c
o
n
t
r
a
c
t
.
E.Each fitting and length of storm
a
n
d
s
a
n
i
t
a
r
y
s
y
s
t
e
m
p
i
p
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h
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l
l
b
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s
e
p
a
r
a
t
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y
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u
p
p
o
r
t
e
d
b
y
i
n
s
t
a
l
l
i
n
g
t
h
e
pipe hanger immediately adjace
n
t
t
o
t
h
e
j
o
i
n
t
b
e
t
w
e
e
n
p
i
p
e
a
n
d
f
i
t
t
i
n
g
.
G
e
n
e
r
a
l
l
y
,
h
a
n
g
e
r
s
s
h
a
l
l
b
e
o
n
5-foot centers, but may be incre
a
s
e
d
a
s
r
e
c
o
m
m
e
n
d
e
d
b
y
p
i
p
e
m
a
n
u
f
a
c
t
u
r
e
r
s
.
V
e
r
t
i
c
a
l
p
i
p
i
n
g
s
h
a
l
l
b
e
similarly supported to minimize
h
o
r
i
z
o
n
t
a
l
m
o
v
e
m
e
n
t
.
F.On steel, plastic and copper pip
i
n
g
,
t
h
e
r
e
s
h
a
l
l
b
e
a
h
a
n
g
e
r
w
i
t
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i
n
t
w
o
f
e
e
t
o
f
e
a
c
h
e
l
b
o
w
o
r
t
e
e
.
Additional supports shall be pro
v
i
d
e
d
f
o
r
v
a
l
v
e
s
,
s
t
r
a
i
n
e
r
s
,
a
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d
o
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e
r
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q
u
i
p
m
e
n
t
i
n
t
h
e
p
i
p
e
l
i
n
e
.
G.All hangers, supports, and othe
r
m
i
s
c
e
l
l
a
n
e
o
u
s
a
c
c
e
s
s
o
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s
r
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q
u
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d
f
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t
h
e
i
n
s
t
a
l
l
a
t
i
o
n
o
f
t
h
e
f
i
r
e
sprinkler system shall be of the
t
y
p
e
s
a
n
d
s
i
z
e
s
,
a
n
d
s
h
a
l
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t
a
l
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d
i
n
f
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l
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a
c
c
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d
a
n
c
e
w
i
t
h
a
p
p
l
i
c
a
b
l
e
NFPA bulletins. All such equipm
e
n
t
s
h
a
l
l
b
e
a
r
U
L
l
a
b
e
l
s
a
s
r
e
q
u
i
r
e
d
.
2.02SLEEVESA.Each and every pipe, regardles
s
o
f
m
a
t
e
r
i
a
l
,
w
h
i
c
h
p
a
s
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a
m
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o
n
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w
a
l
l
,
r
o
o
f
o
r
o
t
h
e
r
p
o
r
t
i
o
n
of the building structure shall be
f
r
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e
f
r
o
m
t
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s
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r
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c
t
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r
e
a
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p
a
s
s
t
h
r
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u
g
h
a
s
l
e
e
v
e
.
B.All sleeves shall be constructed
f
r
o
m
2
0
g
a
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h
on both sides of the surface pe
n
e
t
r
a
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d
.
T
h
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e
p
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p
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p
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t
o
be inserted and when this pipe
i
s
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o
b
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i
n
s
u
l
a
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e
d
,
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l
a
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n
.
After the pipes have been insta
l
l
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d
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suitable non-hardening caulking
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r
f
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r
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o
f
f
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e
r
.
2.03FLOOR AND CEILING PLATESA.In each finished space, install a
c
h
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d
penetrating a wall, floor or ceilin
g
.
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lines are insulated, the escutch
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p
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shall be provided with setscrew
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5
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6
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c
e
p
t
o
r
s
h
a
l
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a
c
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t
-
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-
p
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a
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r
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a
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t
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c
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n
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a
b
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a
c
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l
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ap
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b
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t
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t
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e
s
.
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n
i
t
s
h
a
l
l
b
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z
e
d
a
s
s
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o
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r
a
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g
s
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n
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sh
a
l
l
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m
p
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t
a
n
d
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t
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e
c
t
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o
n
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e
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r
p
a
r
t
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t
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a
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r
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n
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p
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p
.
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n
i
t
s
h
a
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l
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a
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m
a
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s
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a
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p
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w
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t
h
an
y
r
e
q
u
i
r
e
d
e
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t
e
n
s
i
o
n
r
i
n
g
s
a
n
d
c
a
s
t
i
r
o
n
c
o
v
e
r
s
a
n
d
f
r
a
m
e
s
a
s
r
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q
u
i
r
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d
t
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m
a
k
e
t
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e
i
n
s
t
a
l
l
a
t
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o
n
f
l
u
s
h
wi
t
h
t
h
e
f
i
n
i
s
h
e
d
g
r
a
d
e
.
B.
Ap
p
r
o
v
e
d
M
a
n
u
f
a
c
t
u
r
e
r
s
:
A
n
y
l
o
c
a
l
l
y
a
p
p
r
o
v
e
d
p
r
e
c
a
s
t
e
r
.
2.
0
7
HY
D
R
A
N
T
S
A.
No
n
-
F
r
e
e
z
e
(
i
f
r
e
q
u
i
r
e
d
)
P
o
s
t
H
y
d
r
a
n
t
s
s
h
a
l
l
b
e
b
r
o
n
z
e
,
t
e
e
h
a
n
d
l
e
k
e
y
,
b
r
o
n
z
e
c
a
s
i
n
g
w
i
t
h
c
a
s
t
-
i
r
o
n
ca
s
i
n
g
g
u
a
r
d
,
l
e
n
g
t
h
t
o
s
u
i
t
d
e
p
t
h
o
f
b
u
r
y
,
d
r
a
i
n
h
o
l
e
,
v
a
c
u
u
m
b
r
e
a
k
e
r
,
3
/
4
"
i
n
l
e
t
,
h
o
s
e
o
u
t
l
e
t
.
B.
Wa
l
l
h
y
d
r
a
n
t
s
s
h
a
l
l
b
e
c
a
s
t
b
r
o
n
z
e
,
n
o
n
-
f
r
e
e
z
e
w
a
l
l
h
y
d
r
a
n
t
w
i
t
h
e
x
t
e
n
d
e
d
3
/
4
i
n
c
h
g
a
r
d
e
n
h
o
s
e
co
n
n
e
c
t
i
o
n
w
i
t
h
v
a
c
u
u
m
b
r
e
a
k
e
r
a
n
d
l
o
o
s
e
k
e
y
h
a
n
d
l
e
w
i
t
h
b
r
a
s
s
w
a
l
l
s
l
e
e
v
e
s
,
r
e
n
e
w
a
b
l
e
n
y
l
o
n
s
e
a
t
,
br
a
s
s
o
p
e
r
a
t
i
n
g
p
a
r
t
s
,
a
n
d
a
p
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l
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s
h
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d
c
h
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o
m
i
u
m
p
l
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d
r
e
c
t
a
n
g
u
l
a
r
f
a
c
e
p
l
a
t
e
.
H
y
d
r
a
n
t
s
s
h
a
l
l
b
e
de
s
i
g
n
e
d
s
o
t
h
a
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e
a
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n
o
f
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o
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s
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a
t
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r
i
a
l
s
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n
t
h
e
w
a
t
e
r
s
t
r
e
a
m
.
H
y
d
r
a
n
t
s
s
h
a
l
l
b
e
f
u
r
n
i
s
h
e
d
w
i
t
h
gr
o
u
n
d
j
o
i
n
t
,
u
n
i
o
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e
l
b
o
w
a
d
a
p
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r
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n
i
n
l
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t
w
h
e
n
r
e
q
u
i
r
e
d
,
a
n
d
s
h
a
l
l
h
a
v
e
a
n
o
v
e
r
a
l
l
l
e
n
g
t
h
t
o
p
e
r
m
i
t
in
s
t
a
l
l
a
t
i
o
n
w
i
t
h
i
n
t
h
e
w
a
l
l
c
o
n
s
t
r
u
c
t
i
o
n
o
r
f
u
r
r
i
n
g
a
s
s
h
o
w
n
o
n
t
h
e
d
r
a
w
i
n
g
s
.
F
u
r
n
i
s
h
o
n
e
b
r
a
s
s
t
e
e
ha
n
d
l
e
o
p
e
r
a
t
i
n
g
k
e
y
w
i
t
h
e
a
c
h
h
y
d
r
a
n
t
.
C.
Ap
p
r
o
v
e
d
M
a
n
u
f
a
c
t
u
r
e
r
s
:
M
I
F
A
B
,
J
o
s
a
m
M
f
g
.
,
J
a
y
R
.
S
m
i
t
h
M
f
g
.
,
W
o
o
d
f
o
r
d
M
f
g
.
a
n
d
Z
u
r
n
I
n
d
u
s
t
r
i
e
s
.
2.
0
8
WA
T
E
R
S
O
F
T
E
N
E
R
A.
Wh
e
r
e
a
w
a
t
e
r
s
o
f
t
e
n
i
n
g
s
y
s
t
e
m
i
s
r
e
q
u
i
r
e
d
i
t
w
i
l
l
b
e
p
r
o
v
i
d
e
d
b
y
O
w
n
e
r
a
n
d
i
n
s
t
a
l
l
e
d
b
y
t
h
i
s
c
o
n
t
r
a
c
t
o
r
.
Al
l
v
a
l
v
e
s
&
p
i
p
i
n
g
s
h
a
l
l
b
e
s
u
p
p
l
i
e
d
&
i
n
s
t
a
l
l
e
d
b
y
t
h
e
p
l
u
m
b
i
n
g
c
o
n
t
r
a
c
t
o
r
.
A
l
l
v
a
l
v
e
s
&
p
i
p
i
n
g
s
h
a
l
l
b
e
su
p
p
l
i
e
d
&
i
n
s
t
a
l
l
e
d
b
y
t
h
e
p
l
u
m
b
i
n
g
c
o
n
t
r
a
c
t
o
r
.
SE
C
T
I
O
N
1
5
0
2
0
MECH
A
N
I
C
A
L
M
A
T
E
R
I
A
L
S
A
N
D
M
E
T
H
O
D
S
Part 1.00 General1.01SPECIAL NOTICEA.Each contractor shall read all re
l
e
v
a
n
t
d
o
c
u
m
e
n
t
s
,
b
e
c
o
m
e
f
a
m
i
l
i
a
r
w
i
t
h
t
h
e
j
o
b
,
s
c
o
p
e
o
f
w
o
r
k
,
t
y
p
e
o
f
general construction, and the a
r
c
h
i
t
e
c
t
u
r
a
l
,
s
t
r
u
c
t
u
r
a
l
,
m
e
c
h
a
n
i
c
a
l
a
n
d
e
l
e
c
t
r
i
c
a
l
d
r
a
w
i
n
g
s
a
n
d
specifications. Each contractor
s
h
a
l
l
a
l
s
o
f
a
m
i
l
i
a
r
i
z
e
h
i
m
s
e
l
f
w
i
t
h
t
h
e
p
u
r
p
o
s
e
f
o
r
w
h
i
c
h
t
h
e
s
e
d
o
c
u
m
e
n
t
s
have been prepared and shall b
e
c
o
m
e
c
o
g
n
i
z
a
n
t
o
f
a
l
l
t
h
e
d
e
t
a
i
l
s
i
n
v
o
l
v
e
d
.
E
a
c
h
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
coordinate his work with that of
o
t
h
e
r
s
.
B.The term "contractor" used in th
i
s
s
e
c
t
i
o
n
o
f
t
h
e
s
p
e
c
i
f
i
c
a
t
i
o
n
s
h
a
l
l
m
e
a
n
t
h
e
c
o
n
t
r
a
c
t
o
r
w
h
o
s
e
w
o
r
k
i
s
covered by this section.C.When the term "Engineer" is us
e
d
i
n
t
h
i
s
s
e
c
t
i
o
n
o
f
t
h
e
s
p
e
c
i
f
i
c
a
t
i
o
n
,
i
t
s
h
a
l
l
m
e
a
n
t
h
e
c
o
n
s
u
l
t
i
n
g
mechanical engineer.
2.
1
2
DI
E
L
E
C
T
R
I
C
I
S
O
L
A
T
O
R
S
A.
Wh
e
r
e
v
e
r
n
o
n
-
f
e
r
r
o
u
s
p
i
p
i
n
g
s
y
s
t
e
m
s
a
r
e
c
o
n
n
e
c
t
e
d
t
o
s
t
e
e
l
o
r
i
r
o
n
p
i
p
i
n
g
s
y
s
t
e
m
s
,
t
h
i
s
c
o
n
n
e
c
t
i
o
n
s
h
a
l
l
be
m
a
d
e
w
i
t
h
d
i
e
l
e
c
t
r
i
c
i
s
o
l
a
t
o
r
s
.
T
h
e
s
e
d
i
e
l
e
c
t
r
i
c
i
s
o
l
a
t
o
r
s
s
h
a
l
l
b
e
s
o
d
e
s
i
g
n
e
d
t
h
a
t
n
o
n
o
n
-
f
e
r
r
o
u
s
pi
p
i
n
g
m
a
t
e
r
i
a
l
s
c
o
m
e
i
n
c
o
n
t
a
c
t
w
i
t
h
f
e
r
r
o
u
s
m
a
t
e
r
i
a
l
s
.
T
h
e
s
e
m
a
t
e
r
i
a
l
s
s
h
a
l
l
b
e
i
s
o
l
a
t
e
d
b
y
t
h
e
u
s
e
o
f
Te
f
l
o
n
o
r
n
y
l
o
n
i
s
o
l
a
t
i
n
g
m
a
t
e
r
i
a
l
s
m
a
d
e
u
p
i
n
t
h
e
f
o
r
m
o
f
s
c
r
e
w
e
d
t
y
p
e
u
n
i
o
n
s
o
r
i
n
s
u
l
a
t
i
n
g
g
a
s
k
e
t
s
a
n
d
bo
l
t
s
l
e
e
v
e
s
a
n
d
w
a
s
h
e
r
s
f
o
r
s
t
a
n
d
a
r
d
f
l
a
n
g
e
d
c
o
n
n
e
c
t
i
o
n
.
W
h
e
r
e
i
t
w
i
l
l
n
o
t
b
e
n
e
c
e
s
s
a
r
y
t
o
d
i
s
c
o
n
n
e
c
t
th
e
s
e
p
i
p
i
n
g
s
y
s
t
e
m
s
,
t
h
e
c
o
n
n
e
c
t
i
o
n
s
m
a
y
b
e
m
a
d
e
b
y
t
h
e
u
s
e
o
f
n
y
l
o
n
o
r
T
e
f
l
o
n
b
u
s
h
i
n
g
s
.
A
l
l
o
f
t
h
e
s
e
in
s
u
l
a
t
i
n
g
u
n
i
t
s
s
h
a
l
l
b
e
s
e
l
e
c
t
e
d
f
o
r
p
r
e
s
s
u
r
e
s
t
o
b
e
e
n
c
o
u
n
t
e
r
e
d
.
B.
Ap
p
r
o
v
e
d
M
a
n
u
f
a
c
t
u
r
e
r
s
:
C
r
a
n
e
C
o
.
,
E
p
c
o
,
F
.
M
.
M
a
l
o
n
e
y
,
a
n
d
U
n
i
v
e
r
s
a
l
M
a
n
u
f
a
c
t
u
r
i
n
g
C
o
m
p
a
n
y
.
2.
1
3
UN
I
O
N
S
A.
Un
i
o
n
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
o
n
e
a
c
h
s
i
d
e
o
f
e
a
c
h
p
i
e
c
e
o
f
e
q
u
i
p
m
e
n
t
a
n
d
e
a
c
h
a
u
t
o
m
a
t
i
c
c
o
n
t
r
o
l
v
a
l
v
e
i
n
lo
c
a
t
i
o
n
s
w
h
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ASME - American Society of Mechanical EngineersASTM - American Society of Testing MaterialsAWWA - American Water Works AssociationIES - Illuminating Engineering SocietyNEC - National Electrical CodeNEMA -National Electrical Manufacturers AssociationNFPA - National Fire Protection AssociationSMACNA - Sheet Metal and Air Conditioning Contractor National AssociationUL - Underwriters' LaboratoriesD.In addition to those codes and standards hereinbefore mentioned, fire protection systems shall beinstalled in accordance with all applicable portions of the NFPA Standards and particular attention iscalled to the following bulletins: Bulletin No. 29A, "Gate and Check Valves; Bulletin No. 13, "SprinklerSystems"; Bulletin No. 23, "Fire Department Connections".2.03SUBMITTAL DATAA.The submittal data shall be handled as hereinbefore specified in the "General Conditions" section ofthese specifications as specified for "Shop Drawings".B.Before submittal of all data, the contractor shall check each piece of apparatus, equipment andaccessory to insure compliance with requirements of the plans and specifications and shall clearly markeach submittal with his signature to indicate that they are in full compliance. Any submittals receivedwithout the contractor's signature may be returned without being checked. It shall be the contractor'sresponsibility to point out all deviations between the plans and specifications and the materialssubmitted.C.Each set of data from any one manufacturer shall be bound in an individual folder properly indexed andmarked to indicate job, contractor, supplier and purpose for which data enclosed is being offered. Datasubmitted shall show proposed equipment only and shall not be catalogues showing a manufacturer'scomplete line. Each sheet shall indicate the name of manufacturer of the equipment being submitted.Sufficient data shall be included to prove compliance with the specifications as far as use, capacity,efficiencies, physical size, quality of materials and all other pertinent specified particulars.
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SECTION 15010MECHANICAL SPECIAL CONDITIONSPart 1.00 General1.01SPECIAL NOTICEA.Each contractor shall read all relevant documents, become familiar with the job, scope of work, type ofgeneral construction, and the architectural, structural, mechanical and electrical drawings andspecifications. Each contractor shall also familiarize himself with the purpose for which these documentshave been prepared and shall become cognizant of all the details involved. Each contractor shallcoordinate his work with that of others.B.The term "contractor" used in this section of the specification shall mean the contractor whose work iscovered by this section.C.When the term "Engineer" is used in this section of the specification, it shall mean the consultingmechanical engineer.1.02SCOPE OF WORKA.This section of the work shall comprise the furnishing of all materials, equipment, tools, labor andtransportation necessary for the complete installation of the mechanical systems shown and hereinafterspecified. Work is to be complete in every respect whether specifically mentioned in contract documentsor not. This work and materials includes, but is not limited to, the following items:1.Plumbing work including, but not limited to, complete systems of storm, soil, waste and vent piping,domestic water service and distribution, natural gas service and distribution, plumbing fixtures, floorand roof drains, water heaters and roughing in and final connections of equipment furnished by theowner, General Contractor or under other sections of the work.2.Heating, ventilating and central air conditioning systems including, but not limited to, heating andcooling units, complete duct system including grilles, registers and diffusers, insulation, accessories,temperature control systems and the installation of exhaust and ventilation units furnished by theowner.3.The fire protection system including, but not limited to, complete design shop drawings and installation,of fire sprinkler system and range hood fire suppression systems including water service, meteringequipment, distribution, fire sprinklers, Siamese connections, alarms, controls and other specified andrequired items necessary to provide an approved fire suppression system.1.03FEES AND PERMITSA.Each contractor shall obtain all permits, inspections and approvals applicable to his trade and requiredby regulatory authorities. All fees and costs of any nature whatsoever incidental to these permits,inspections and approvals shall be paid by the contractor as part of his Base Contract.1.04RESPONSIBILITY OF THE CONTRACTORA.Each contractor shall be responsible for all work of every description in connection with his contract. Heshall specifically and distinctly assume, and does so assume, all risk for damage or injury from whatevercause to property or person used or employed on or in connection with this work and of all damage orinjury to any persons or property wherever located, resulting from any action or operation under thecontract or in connection with thework, and undertake the promise to defend the General Contractor against all claims resulting from anysuch damage or injury.B.Each contractor will be held responsible for the execution of a satisfactory and complete piece of work, inaccordance with the true intent of the drawings and specifications and all bulletins and addenda whichmay be issued during the time of bidding. He shall provide, without extra charge, all incidental itemsrequired as part of his work, even though not particularly specified or indicated, and if he has goodreason for objecting to the use of any material, appliance or method of construction as shown orspecified, he shall make report of such objections to the Owner's Representative, and obtain properadjustment before the Contract is made, and shall proceed with the work, only with the understandingthat a satisfactory job is required.1.05DRAWINGS AND SPECIFICATIONSA.The interrelation of the specifications, drawings and schedules shall be as hereinbefore described in theArchitectural sections of the specifications.B.Should the drawings disagree in themselves, or with the specifications, the better quality or greaterquantity of work or materials shall be estimated upon, and unless otherwise ordered by the Architect inwriting, shall be performed or furnished. In case the specifications should not fully agree with theschedules, the latter shall govern. Figures given on drawings govern scale measurements andlarge-scale details govern small-scale drawings.C.The "Scope of Work" as hereinbefore stated, is intended to designate the general description of the workwhich shall be performed by each of the major contractors. It is not intended to include all items of work,either generally or specifically, nor is it intended to limit the scope of work where plans, schedules, notesor standard practice requires the inclusion of other specific items.D.When the drawings do not give exact details as to the elevations or pipe, conduit and ducts, thecontractors shall physically arrange the systems to fit in the space available at the elevations intendedwith the proper grades for the functioning of the systems involved. Piping, exposed conduit and the ductsystems shall be coordinated with the building construction, and located as high as possible against thestructure in a neat and workmanlike manner. Work shall be concealed in all finished areas unlessotherwise noted.1.06FINAL INSPECTIONSA.The purpose of the final inspection is to determine whether the contractor has completed the work in aproper and workmanlike manner, that he has apparently installed the work in accordance with the intentof the drawings and specifications and that, in the Owner's Representative's opinion, the work issatisfactory for acceptance.B.It shall be the duty of each contractor to personally make the special inspection trip as a whole, assuringhimself that the work on the project is ready for final inspection.C.Before making the final inspection, the Owner's Representative must have received the followingdocuments or evidence that they will be available at the time of inspection:1.Certificates of acceptance from local inspecting authorities.2.The letter of compliance from the Mechanical and Electrical Contractors.3. All data called for in the "Records for Owner" article of this section of the specifications.1.07UTILITIESA.The location, size and elevation of sanitary and storm sewer mains, the location, size and pressure ofwater and gas mains, and points of service entrance are shown in accordance with data given this officeby various departments of cities, utility companies, and representative of the Owner and/or Landlord.The points of connection to the utility lines are approximate only and shall be verified by the contractorbidding each portion of the work. Each bidder shall include adequate funds in his bid price to cover allcosts of connections to utility lines regardless of exact location and shall hold the Owner harmless as toadditional costs or extras regarding the utility connections.1.08GUARANTEEA.All materials, equipment and workmanship shall be guaranteed for a period of one year from the date ofacceptance of this project, except that where specific equipment is noted to have extended guarantees,the contractor shall be responsible for the proper registration of these guarantees so that the Owner canmake all proper claims should future needs develop. All work found to be defective shall be repaired orreplaced by the contractor without any charge to the Owner.Part 2.00 Products2.01MATERIALSA.Materials utilized in the construction of this building shall be new, and of the quality indicated and, unlessotherwise noted, be manufactured in the United States of America. Manufacturers' names arementioned herein. Products by the named manufacturers have proved to be satisfactory under similarconditions of service.B.Where a manufacturer's name appears in the specifications, it is not to be construed to mean thatequipment by the named manufacturer does not have to fully meet the requirements detailed in thespecifications. All similar equipment provided for the project by any one contractor shall be of the samemanufacturer whether furnished under the original contractor or under a change order, unless specificallyspecified to the contrary.C.No substitutions shall be allowed without written approval from the Darden Restaurants Project Manager.2.02CODES AND STANDARDSA.All materials and workmanship shall comply with all applicable local, county, state and national codes,specifications, ordinances, utility company regulations and specified industry standards.B.In case of a difference between building codes, specifications, state laws, local ordinances, industrystandards, utility company regulations and the Contract Documents, the most stringent shall govern. Thecontractor shall promptly notify the Owner's Representative in writing of any such differences. Shouldthe contractor perform any work that does not comply with the requirements of the applicable buildingcodes, state laws, local ordinances, industry standards, utility company regulations, he shall bear allcosts arising in correcting these deficiencies.C.In addition to the local, county, and state ordinances, the utility company regulations, the followingindustry standards and codes shall apply as applicable, except that where the requirements ofthisspecification are more stringent then the following standards, they shall take precedence:AGA - American Gas AssociationAIEE - American Institute of Electrical EngineersAMCA - Air Moving and Conditioning AssociationASA - American Standard AssociationASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers 2.04SHOP DRAWINGSA.Each contractor shall submit sh
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t
t
e
r
i
n
g
s
h
a
l
l
b
e
c
o
n
d
e
n
s
e
d
g
o
t
h
i
c
,
a
t
l
e
a
s
t
1
/
4
i
n
c
h
h
i
g
h
and properly spaced for easy a
n
d
l
e
g
i
b
l
e
r
e
a
d
i
n
g
.
P
l
a
t
e
s
s
h
a
l
l
b
e
a
t
t
a
c
h
e
d
t
o
e
q
u
i
p
m
e
n
t
b
y
t
h
e
u
s
e
o
f
a
permanent type adhesive or ch
r
o
m
i
u
m
p
l
a
t
e
d
s
c
r
e
w
s
.
E
m
b
o
s
s
e
d
p
l
a
s
t
i
c
t
a
p
e
i
s
n
o
t
a
c
c
e
p
t
a
b
l
e
.
2.06RECORDS FOR OWNERA.Each contractor shall accumula
t
e
,
d
u
r
i
n
g
t
h
e
j
o
b
p
r
o
g
r
e
s
s
,
t
h
e
f
o
l
l
o
w
i
n
g
d
a
t
a
i
n
d
u
p
l
i
c
a
t
e
,
p
r
e
p
a
r
e
d
i
n
a
neat brochure or pocket folder,
a
n
d
t
u
r
n
o
v
e
r
t
o
t
h
e
O
w
n
e
r
'
s
R
e
p
r
e
s
e
n
t
a
t
i
v
e
:
1.All warranties, guarantees an
d
m
a
n
u
f
a
c
t
u
r
e
r
'
s
d
i
r
e
c
t
i
o
n
s
o
n
e
q
u
i
p
m
e
n
t
a
n
d
m
a
t
e
r
i
a
l
s
c
o
v
e
r
e
d
b
y
t
h
e
Contract including operating
i
n
s
t
r
u
c
t
i
o
n
s
a
n
d
r
e
c
o
m
m
e
n
d
e
d
m
a
i
n
t
e
n
a
n
c
e
a
n
d
s
e
a
s
o
n
a
l
c
h
a
n
g
e
o
v
e
r
procedures.2. Copies of approved shop dra
w
i
n
g
s
.
3. Any and all other data and/or
d
r
a
w
i
n
g
s
r
e
q
u
i
r
e
d
d
u
r
i
n
g
c
o
n
s
t
r
u
c
t
i
o
n
s
.
Part 3.00 Execution3.01EXAMINATION OF PREMISESA.Before submitting proposals for
h
i
s
w
o
r
k
,
e
a
c
h
b
i
d
d
e
r
s
h
a
l
l
b
e
h
e
l
d
t
o
h
a
v
e
e
x
a
m
i
n
e
d
t
h
e
p
r
e
m
i
s
e
s
a
n
d
satisfied himself as to the existi
n
g
c
o
n
d
i
t
i
o
n
s
u
n
d
e
r
w
h
i
c
h
h
e
w
i
l
l
b
e
o
b
l
i
g
e
d
t
o
o
p
e
r
a
t
e
,
o
r
t
h
a
t
w
i
l
l
i
n
a
n
y
manner affect the work under th
i
s
C
o
n
t
r
a
c
t
.
N
o
a
l
l
o
w
a
n
c
e
s
h
a
l
l
b
e
m
a
d
e
s
u
b
s
e
q
u
e
n
t
l
y
i
n
t
h
i
s
c
o
n
n
e
c
t
i
o
n
in behalf of the contractor for an
y
e
r
r
o
r
o
r
n
e
g
l
i
g
e
n
c
e
o
n
h
i
s
p
a
r
t
.
3.02SPACE AND EQUIPMENT ARRA
N
G
E
M
E
N
T
A.Each contractor shall be respon
s
i
b
l
e
t
o
s
e
e
t
h
a
t
e
q
u
i
p
m
e
n
t
p
r
o
p
o
s
e
d
b
y
h
i
m
w
i
l
l
f
i
t
t
h
e
s
p
a
c
e
s
a
v
a
i
l
a
b
l
e
.
In certain instances he will note
t
h
a
t
t
h
e
e
q
u
i
p
m
e
n
t
i
s
m
e
n
t
i
o
n
e
d
b
y
n
a
m
e
i
n
t
h
e
e
q
u
i
p
m
e
n
t
s
c
h
e
d
u
l
e
s
.
In these cases it is the equipme
n
t
w
h
o
s
e
d
i
m
e
n
s
i
o
n
s
a
n
d
c
o
n
n
e
c
t
i
o
n
a
r
r
a
n
g
e
m
e
n
t
s
h
a
v
e
b
e
e
n
u
s
e
d
f
o
r
the preparation of the layouts s
h
o
w
n
o
n
t
h
e
w
o
r
k
i
n
g
d
r
a
w
i
n
g
s
.
S
h
o
u
l
d
t
h
e
u
s
e
o
f
e
q
u
i
p
m
e
n
t
b
y
o
t
h
e
r
approved manufacturers or of o
t
h
e
r
p
h
y
s
i
c
a
l
s
h
a
p
e
t
h
a
n
t
h
o
s
e
s
h
o
w
n
o
n
t
h
e
d
r
a
w
i
n
g
s
b
e
p
r
o
p
o
s
e
d
,
i
t
shall be the responsibility of the
c
o
n
t
r
a
c
t
o
r
m
a
k
i
n
g
t
h
e
p
r
o
p
o
s
a
l
t
o
s
u
b
m
i
t
f
o
r
a
p
p
r
o
v
a
l
s
h
o
p
d
r
a
w
i
n
g
s
showing the arrangement of the
p
r
o
p
o
s
e
d
e
q
u
i
p
m
e
n
t
i
n
t
h
e
s
p
a
c
e
a
v
a
i
l
a
b
l
e
.
A
p
p
r
o
v
a
l
o
f
s
u
b
s
t
i
t
u
t
i
o
n
offered without these shop draw
i
n
g
s
d
o
e
s
n
o
t
r
e
l
i
e
v
e
t
h
e
c
o
n
t
r
a
c
t
o
r
o
f
t
h
e
r
e
s
p
o
n
s
i
b
i
l
i
t
y
o
f
a
r
r
a
n
g
i
n
g
t
h
e
equipment in a satisfactory wor
k
a
b
l
e
i
n
s
t
a
l
l
a
t
i
o
n
i
n
t
h
e
s
p
a
c
e
s
h
o
w
n
o
n
t
h
e
d
r
a
w
i
n
g
s
.
3.03MANUFACTURER'S DIRECTION
S
A.The manufacturer's published d
i
r
e
c
t
i
o
n
s
s
h
a
l
l
b
e
f
o
l
l
o
w
e
d
i
n
t
h
e
d
e
l
i
v
e
r
y
,
s
t
o
r
a
g
e
,
p
r
o
t
e
c
t
i
o
n
,
i
n
s
t
a
l
l
a
t
i
o
n
,
piping and wiring of all equipme
n
t
a
n
d
m
a
t
e
r
i
a
l
.
T
h
e
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
p
r
o
m
p
t
l
y
n
o
t
i
f
y
t
h
e
O
w
n
e
r
'
s
Representative in writing of any
c
o
n
f
l
i
c
t
b
e
t
w
e
e
n
t
h
e
r
e
q
u
i
r
e
m
e
n
t
s
o
f
t
h
e
C
o
n
t
r
a
c
t
D
o
c
u
m
e
n
t
s
a
n
d
t
h
e
manufacturer's directions, and s
h
a
l
l
o
b
t
a
i
n
i
n
s
t
r
u
c
t
i
o
n
s
b
e
f
o
r
e
p
r
o
c
e
e
d
i
n
g
w
i
t
h
t
h
e
w
o
r
k
.
S
h
o
u
l
d
t
h
e
contractor perform any work be
f
o
r
e
r
e
c
e
i
v
i
n
g
s
u
c
h
i
n
s
t
r
u
c
t
i
o
n
s
,
h
e
s
h
a
l
l
b
e
a
r
a
l
l
c
o
s
t
s
a
r
i
s
i
n
g
i
n
connection with the deficiencies
.
3.04CUTTING AND PATCHINGA.Each contractor shall notify the
G
e
n
e
r
a
l
C
o
n
t
r
a
c
t
o
r
s
u
f
f
i
c
i
e
n
t
l
y
a
h
e
a
d
o
f
t
h
e
c
o
n
s
t
r
u
c
t
i
o
n
o
f
a
n
y
f
l
o
o
r
s
,
walls, ceilings, roofs, etc, of the
o
p
e
n
i
n
g
s
t
h
a
t
w
i
l
l
b
e
r
e
q
u
i
r
e
d
f
o
r
h
i
s
w
o
r
k
.
H
e
s
h
a
l
l
a
l
s
o
s
e
e
t
h
a
t
a
n
y
and all sleeves that are require
d
f
o
r
h
i
s
w
o
r
k
a
r
e
s
e
t
a
t
p
r
o
p
e
r
t
i
m
e
s
s
o
a
s
n
o
t
t
o
h
o
l
d
u
p
t
h
e
p
r
o
g
r
e
s
s
o
f
the job. Any cutting and patchi
n
g
r
e
q
u
i
r
e
d
t
o
b
e
d
o
n
e
b
e
c
a
u
s
e
o
f
l
a
c
k
o
f
p
r
o
p
e
r
c
o
o
r
d
i
n
a
t
i
o
n
s
h
a
l
l
b
e
done by the General Contracto
r
a
t
t
h
e
e
x
p
e
n
s
e
o
f
t
h
e
c
o
n
t
r
a
c
t
o
r
s
i
n
v
o
l
v
e
d
.
B.Do not request the General Con
t
r
a
c
t
o
r
t
o
c
u
t
a
n
y
s
t
r
u
c
t
u
r
a
l
m
e
m
b
e
r
s
w
i
t
h
o
u
t
f
i
r
s
t
h
a
v
i
n
g
r
e
c
e
i
v
e
d
w
r
i
t
t
e
n
permission from the Owner's R
e
p
r
e
s
e
n
t
a
t
i
v
e
.
C
u
t
t
i
n
g
o
f
r
o
u
n
d
o
p
e
n
i
n
g
s
w
h
i
c
h
c
a
n
b
e
d
o
n
e
b
y
t
h
e
u
s
e
of a rotary drill may be done by
t
h
e
c
o
n
t
r
a
c
t
o
r
r
e
q
u
i
r
i
n
g
s
a
m
e
.
3.05ELECTRICAL ENERGY, WATER
A
N
D
S
A
N
I
T
A
R
Y
F
A
C
I
L
I
T
I
E
S
A.Electrical energy, water and san
i
t
a
r
y
f
a
c
i
l
i
t
i
e
s
r
e
q
u
i
r
e
d
f
o
r
t
h
e
c
o
n
s
t
r
u
c
t
i
o
n
o
f
t
h
i
s
p
r
o
j
e
c
t
s
h
a
l
l
b
e
provided as herein before spec
i
f
i
e
d
u
n
d
e
r
t
h
e
A
r
c
h
i
t
e
c
t
u
r
a
l
s
e
c
t
i
o
n
s
o
f
t
h
e
w
o
r
k
e
x
c
e
p
t
a
s
f
o
l
l
o
w
s
.
A
l
l
electrical energy required for w
e
l
d
i
n
g
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
b
y
t
h
e
c
o
n
t
r
a
c
t
o
r
d
o
i
n
g
t
h
e
w
e
l
d
i
n
g
i
n
t
h
e
f
o
r
m
o
f
portable gasoline power genera
t
o
r
s
a
s
a
l
l
o
w
e
d
b
y
l
o
c
a
l
c
o
d
e
s
a
n
d
r
e
g
u
l
a
t
i
o
n
s
.
3.06ELECTRIC WIRING OF MOTORS
A
N
D
E
Q
U
I
P
M
E
N
T
A.The Electrical Contractor shall f
u
r
n
i
s
h
a
n
d
i
n
s
t
a
l
l
a
l
l
w
i
r
i
n
g
f
o
r
t
h
e
i
n
s
t
a
l
l
a
t
i
o
n
o
f
e
q
u
i
p
m
e
n
t
f
u
r
n
i
s
h
e
d
under other sections of the wor
k
.
T
h
e
E
l
e
c
t
r
i
c
a
l
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
f
u
r
n
i
s
h
a
l
l
d
i
s
c
o
n
n
e
c
t
s
w
i
t
c
h
e
s
a
s
required for the proper operatio
n
o
f
t
h
e
e
q
u
i
p
m
e
n
t
u
n
l
e
s
s
s
u
c
h
e
q
u
i
p
m
e
n
t
i
s
s
p
e
c
i
f
i
e
d
t
o
b
e
f
a
c
t
o
r
y
mounted.B.Each contractor shall note that
t
h
e
e
l
e
c
t
r
i
c
a
l
d
e
s
i
g
n
a
n
d
d
r
a
w
i
n
g
s
a
r
e
b
a
s
e
d
o
n
t
h
e
e
q
u
i
p
m
e
n
t
s
c
h
e
d
u
l
e
d
and shown on the drawings, sh
o
u
l
d
a
n
y
c
o
n
t
r
a
c
t
o
r
s
u
b
m
i
t
f
o
r
a
p
p
r
o
v
a
l
e
q
u
i
p
m
e
n
t
r
e
q
u
i
r
i
n
g
c
h
a
n
g
e
s
t
o
the electrical design for which t
h
e
E
l
e
c
t
r
i
c
a
l
C
o
n
t
r
a
c
t
o
r
w
i
l
l
r
e
q
u
e
s
t
a
n
d
e
x
t
r
a
,
t
h
i
s
e
x
t
r
a
s
h
a
l
l
b
e
p
a
i
d
b
y
the contractor providing the equ
i
p
m
e
n
t
r
e
q
u
i
r
i
n
g
t
h
e
c
h
a
n
g
e
.
3.07QUIET OPERATIONA.This work shall be installed in s
u
c
h
a
m
a
n
n
e
r
t
h
a
t
u
n
d
e
r
a
l
l
c
o
n
d
i
t
i
o
n
s
o
f
l
o
a
d
i
t
s
h
a
l
l
o
p
e
r
a
t
e
w
i
t
h
o
u
t
sound or vibration which is obje
c
t
i
o
n
a
b
l
e
i
n
t
h
e
o
c
c
u
p
i
e
d
s
p
a
c
e
s
i
n
t
h
e
o
p
i
n
i
o
n
o
f
t
h
e
O
w
n
e
r
'
s
Representative. In the case of
m
o
v
i
n
g
m
a
c
h
i
n
e
r
y
,
s
o
u
n
d
o
r
v
i
b
r
a
t
i
o
n
a
n
n
o
y
i
n
g
l
y
n
o
t
i
c
e
a
b
l
e
i
n
s
i
d
e
i
t
s
own room can be considered a
s
o
b
j
e
c
t
i
o
n
a
b
l
e
.
Part 2.00 Products (NO SUBSTITUTI
O
N
S
A
L
L
O
W
E
D
)
2.01PIPE HANGERS AND SUPPORT
S
A.All horizontal runs of piping sha
l
l
b
e
s
u
s
p
e
n
d
e
d
f
r
o
m
t
h
e
s
t
r
u
c
t
u
r
a
l
m
e
m
b
e
r
s
a
b
o
v
e
b
y
m
e
a
n
s
o
f
approved hangers spaced as s
p
e
c
i
f
i
e
d
.
S
u
p
p
o
r
t
s
a
n
d
h
a
n
g
e
r
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
t
o
p
e
r
m
i
t
f
r
e
e
e
x
p
a
n
s
i
o
n
and contraction, the piping shal
l
b
e
s
e
l
f
-
s
u
p
p
o
r
t
i
n
g
a
n
d
s
h
a
l
l
n
o
t
b
e
s
u
p
p
o
r
t
e
d
f
r
o
m
t
h
e
e
q
u
i
p
m
e
n
t
connections or the suspension
s
y
s
t
e
m
f
u
r
n
i
s
h
e
d
f
o
r
s
u
s
p
e
n
d
e
d
c
e
i
l
i
n
g
s
.
B.All hangers shall be properly si
z
e
d
t
o
f
i
t
t
h
e
p
i
p
e
o
r
t
h
e
i
n
s
u
l
a
t
i
o
n
a
r
o
u
n
d
t
h
e
p
i
p
e
w
h
i
c
h
t
h
e
y
a
r
e
supporting. All hangers shall b
e
a
r
t
h
e
n
a
m
e
o
f
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
b
y
w
h
o
m
t
h
e
y
a
r
e
m
a
d
e
.
P
i
p
e
h
a
n
g
e
r
s
shall be formed steel clevis type
h
a
n
g
e
r
w
i
t
h
a
d
j
u
s
t
a
b
l
e
a
t
t
a
c
h
m
e
n
t
t
o
h
a
n
g
e
r
r
o
d
.
H
a
n
g
e
r
s
s
h
a
l
l
b
e
properly sized to support weigh
t
o
f
p
i
p
i
n
g
u
n
d
e
r
o
p
e
r
a
t
i
n
g
c
o
n
d
i
t
i
o
n
s
a
s
r
e
c
o
m
m
e
n
d
e
d
i
n
t
h
e
manufacturer's published literat
u
r
e
.
F
o
r
u
n
-
i
n
s
u
l
a
t
e
d
c
o
p
p
e
r
o
r
b
r
a
s
s
p
i
p
i
n
g
,
u
s
e
h
a
n
g
e
r
s
a
s
s
p
e
c
i
f
i
e
d
above except that they shall be
c
o
p
p
e
r
p
l
a
t
e
d
o
r
p
l
a
s
t
i
c
s
h
e
a
t
h
e
d
w
h
e
r
e
v
e
r
t
h
e
y
w
i
l
l
b
e
i
n
c
o
n
t
a
c
t
w
i
t
h
the copper pipe.C.Hangers shall be fastened to th
e
c
o
n
s
t
r
u
c
t
i
o
n
b
y
t
h
e
u
s
e
o
f
m
a
l
l
e
a
b
l
e
i
r
o
n
a
d
j
u
s
t
a
b
l
e
c
l
a
m
p
s
,
p
r
o
p
e
r
l
y
designed and sized for steel en
c
o
u
n
t
e
r
e
d
a
n
d
b
e
i
n
s
t
a
l
l
e
d
w
i
t
h
l
o
c
k
n
u
t
s
o
r
b
o
l
t
s
s
e
c
u
r
e
l
y
t
i
g
h
t
e
n
e
d
.
Hangers, rollers, inserts, and be
a
m
c
l
a
m
p
s
s
h
a
l
l
b
e
s
t
a
n
d
a
r
d
p
r
o
d
u
c
t
s
o
f
t
h
e
s
a
m
e
r
e
c
o
g
n
i
z
e
d
manufacturer.D.Miscellaneous steel necessary
f
o
r
s
u
p
p
o
r
t
i
n
g
t
h
e
p
i
p
e
w
o
r
k
.
N
e
c
e
s
s
a
r
y
t
r
a
p
e
z
e
,
r
o
d
s
,
b
o
l
t
s
a
n
d
accessories, clamps, weld clips
,
a
n
g
l
e
i
r
o
n
b
r
a
c
k
e
t
s
o
r
o
t
h
e
r
a
p
p
r
o
v
e
d
m
e
a
n
s
s
h
a
l
l
b
e
u
s
e
d
f
o
r
a
t
t
a
c
h
i
n
g
supporting steel to the building
c
o
n
s
t
r
u
c
t
i
o
n
.
W
h
e
r
e
a
d
d
i
t
i
o
n
a
l
s
t
e
e
l
m
e
m
b
e
r
s
a
r
e
r
e
q
u
i
r
e
d
f
o
r
h
a
n
g
i
n
g
the lines in areas with special c
o
n
d
i
t
i
o
n
s
,
t
h
e
s
t
e
e
l
w
o
r
k
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
a
s
p
a
r
t
o
f
t
h
e
g
e
n
e
r
a
l
c
o
n
t
r
a
c
t
.
E.Each fitting and length of storm
a
n
d
s
a
n
i
t
a
r
y
s
y
s
t
e
m
p
i
p
e
s
h
a
l
l
b
e
s
e
p
a
r
a
t
e
l
y
s
u
p
p
o
r
t
e
d
b
y
i
n
s
t
a
l
l
i
n
g
t
h
e
pipe hanger immediately adjace
n
t
t
o
t
h
e
j
o
i
n
t
b
e
t
w
e
e
n
p
i
p
e
a
n
d
f
i
t
t
i
n
g
.
G
e
n
e
r
a
l
l
y
,
h
a
n
g
e
r
s
s
h
a
l
l
b
e
o
n
5-foot centers, but may be incre
a
s
e
d
a
s
r
e
c
o
m
m
e
n
d
e
d
b
y
p
i
p
e
m
a
n
u
f
a
c
t
u
r
e
r
s
.
V
e
r
t
i
c
a
l
p
i
p
i
n
g
s
h
a
l
l
b
e
similarly supported to minimize
h
o
r
i
z
o
n
t
a
l
m
o
v
e
m
e
n
t
.
F.On steel, plastic and copper pip
i
n
g
,
t
h
e
r
e
s
h
a
l
l
b
e
a
h
a
n
g
e
r
w
i
t
h
i
n
t
w
o
f
e
e
t
o
f
e
a
c
h
e
l
b
o
w
o
r
t
e
e
.
Additional supports shall be pro
v
i
d
e
d
f
o
r
v
a
l
v
e
s
,
s
t
r
a
i
n
e
r
s
,
a
n
d
o
t
h
e
r
e
q
u
i
p
m
e
n
t
i
n
t
h
e
p
i
p
e
l
i
n
e
.
G.All hangers, supports, and othe
r
m
i
s
c
e
l
l
a
n
e
o
u
s
a
c
c
e
s
s
o
r
i
e
s
r
e
q
u
i
r
e
d
f
o
r
t
h
e
i
n
s
t
a
l
l
a
t
i
o
n
o
f
t
h
e
f
i
r
e
sprinkler system shall be of the
t
y
p
e
s
a
n
d
s
i
z
e
s
,
a
n
d
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
i
n
f
u
l
l
a
c
c
o
r
d
a
n
c
e
w
i
t
h
a
p
p
l
i
c
a
b
l
e
NFPA bulletins. All such equipm
e
n
t
s
h
a
l
l
b
e
a
r
U
L
l
a
b
e
l
s
a
s
r
e
q
u
i
r
e
d
.
2.02SLEEVESA.Each and every pipe, regardles
s
o
f
m
a
t
e
r
i
a
l
,
w
h
i
c
h
p
a
s
s
e
s
t
h
r
o
u
g
h
a
m
a
s
o
n
r
y
w
a
l
l
,
r
o
o
f
o
r
o
t
h
e
r
p
o
r
t
i
o
n
of the building structure shall be
f
r
e
e
f
r
o
m
t
h
e
s
t
r
u
c
t
u
r
e
a
n
d
s
h
a
l
l
p
a
s
s
t
h
r
o
u
g
h
a
s
l
e
e
v
e
.
B.All sleeves shall be constructed
f
r
o
m
2
0
g
a
u
g
e
g
a
l
v
a
n
i
z
e
d
s
t
e
e
l
o
r
a
p
p
r
o
v
e
d
s
u
b
s
t
i
t
u
t
e
a
n
d
s
h
a
l
l
b
e
f
l
u
s
h
on both sides of the surface pe
n
e
t
r
a
t
e
d
.
T
h
e
s
l
e
e
v
e
s
s
h
a
l
l
b
e
s
i
z
e
d
t
o
a
l
l
o
w
f
r
e
e
p
a
s
s
a
g
e
o
f
t
h
e
p
i
p
e
t
o
be inserted and when this pipe
i
s
t
o
b
e
i
n
s
u
l
a
t
e
d
,
t
h
e
s
l
e
e
v
e
s
h
a
l
l
b
e
l
a
r
g
e
e
n
o
u
g
h
t
o
p
a
s
s
t
h
e
i
n
s
u
l
a
t
i
o
n
.
After the pipes have been insta
l
l
e
d
i
n
t
h
e
s
l
e
e
v
e
s
,
t
h
e
v
o
i
d
s
p
a
c
e
a
r
o
u
n
d
t
h
e
p
i
p
e
s
h
a
l
l
b
e
c
a
u
l
k
e
d
w
i
t
h
suitable non-hardening caulking
c
o
m
p
o
u
n
d
o
r
f
i
r
e
p
r
o
o
f
f
i
b
e
r
.
2.03FLOOR AND CEILING PLATESA.In each finished space, install a
c
h
r
o
m
i
u
m
p
l
a
t
e
d
s
e
c
t
i
o
n
a
l
e
s
c
u
t
c
h
e
o
n
o
n
e
a
c
h
p
i
p
e
o
r
h
a
n
g
e
r
r
o
d
penetrating a wall, floor or ceilin
g
.
E
s
c
u
t
c
h
e
o
n
s
s
h
a
l
l
b
e
s
i
z
e
d
t
o
f
i
t
s
n
u
g
l
y
t
o
a
l
l
l
i
n
e
s
a
n
d
w
h
e
r
e
t
h
e
lines are insulated, the escutch
e
o
n
s
s
h
a
l
l
b
e
f
i
t
s
n
u
g
l
y
o
v
e
r
t
h
e
i
n
s
u
l
a
t
i
o
n
.
W
h
e
r
e
r
e
q
u
i
r
e
d
,
t
h
e
s
e
p
l
a
t
e
s
shall be provided with setscrew
s
s
o
t
h
a
t
t
h
e
y
s
h
a
l
l
f
i
t
s
n
u
g
l
y
a
g
a
i
n
s
t
t
h
e
f
i
n
i
s
h
e
d
s
u
r
f
a
c
e
.
D.
Ho
s
e
B
i
b
b
s
:
(
w
i
t
h
v
a
c
u
u
m
b
r
e
a
k
e
r
)
Ho
s
e
B
i
b
b
s
-
S
e
e
P
l
u
m
b
i
n
g
P
l
a
n
s
f
o
r
t
y
p
e
a
n
d
s
p
e
c
i
f
i
c
a
t
i
o
n
.
E.
Te
m
p
e
r
i
n
g
v
a
l
v
e
s
s
h
a
l
l
b
e
P
o
w
e
r
s
M
o
d
e
l
L
F
E
4
8
0
(
l
e
a
d
f
r
e
e
)
F.
Ap
p
r
o
v
e
d
M
a
n
u
f
a
c
t
u
r
e
r
s
:
C
r
a
n
e
C
o
.
,
H
a
m
m
o
n
d
,
J
e
n
k
i
n
s
,
K
e
y
s
t
o
n
e
,
L
a
w
l
e
r
,
L
u
k
e
n
h
e
i
m
e
r
,
N
i
b
c
o
,
No
r
r
i
s
,
S
p
e
a
k
m
a
n
,
S
t
o
c
k
h
a
m
,
S
y
m
m
o
n
s
,
W
a
l
w
o
r
t
h
,
a
n
d
W
a
t
t
s
.
2.
0
5
PR
E
S
S
U
R
E
R
E
D
U
C
I
N
G
V
A
L
V
E
A.
A
p
r
e
s
s
u
r
e
-
r
e
d
u
c
i
n
g
v
a
l
v
e
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
i
n
t
h
e
w
a
t
e
r
s
e
r
v
i
c
e
p
i
p
e
n
e
a
r
i
t
s
e
n
t
r
a
n
c
e
t
o
t
h
e
b
u
i
l
d
i
n
g
t
o
re
d
u
c
e
t
h
e
w
a
t
e
r
p
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Part 1.00 General1.01SPECIAL NOTICEA.Each contractor shall read all re
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general construction, and the a
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specifications. Each contractor
s
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coordinate his work with that of
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.
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covered by this section.C.When the term "Engineer" is us
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mechanical engineer.
2.
1
2
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B.
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2.
1
3
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A.
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3
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7
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ASME - American Society of Mechanical EngineersASTM - American Society of Testing MaterialsAWWA - American Water Works AssociationIES - Illuminating Engineering SocietyNEC - National Electrical CodeNEMA -National Electrical Manufacturers AssociationNFPA - National Fire Protection AssociationSMACNA - Sheet Metal and Air Conditioning Contractor National AssociationUL - Underwriters' LaboratoriesD.In addition to those codes and standards hereinbefore mentioned, fire protection systems shall beinstalled in accordance with all applicable portions of the NFPA Standards and particular attention iscalled to the following bulletins: Bulletin No. 29A, "Gate and Check Valves; Bulletin No. 13, "SprinklerSystems"; Bulletin No. 23, "Fire Department Connections".2.03SUBMITTAL DATAA.The submittal data shall be handled as hereinbefore specified in the "General Conditions" section ofthese specifications as specified for "Shop Drawings".B.Before submittal of all data, the contractor shall check each piece of apparatus, equipment andaccessory to insure compliance with requirements of the plans and specifications and shall clearly markeach submittal with his signature to indicate that they are in full compliance. Any submittals receivedwithout the contractor's signature may be returned without being checked. It shall be the contractor'sresponsibility to point out all deviations between the plans and specifications and the materialssubmitted.C.Each set of data from any one manufacturer shall be bound in an individual folder properly indexed andmarked to indicate job, contractor, supplier and purpose for which data enclosed is being offered. Datasubmitted shall show proposed equipment only and shall not be catalogues showing a manufacturer'scomplete line. Each sheet shall indicate the name of manufacturer of the equipment being submitted.Sufficient data shall be included to prove compliance with the specifications as far as use, capacity,efficiencies, physical size, quality of materials and all other pertinent specified particulars.
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SECTION 15010MECHANICAL SPECIAL CONDITIONSPart 1.00 General1.01SPECIAL NOTICEA.Each contractor shall read all relevant documents, become familiar with the job, scope of work, type ofgeneral construction, and the architectural, structural, mechanical and electrical drawings andspecifications. Each contractor shall also familiarize himself with the purpose for which these documentshave been prepared and shall become cognizant of all the details involved. Each contractor shallcoordinate his work with that of others.B.The term "contractor" used in this section of the specification shall mean the contractor whose work iscovered by this section.C.When the term "Engineer" is used in this section of the specification, it shall mean the consultingmechanical engineer.1.02SCOPE OF WORKA.This section of the work shall comprise the furnishing of all materials, equipment, tools, labor andtransportation necessary for the complete installation of the mechanical systems shown and hereinafterspecified. Work is to be complete in every respect whether specifically mentioned in contract documentsor not. This work and materials includes, but is not limited to, the following items:1.Plumbing work including, but not limited to, complete systems of storm, soil, waste and vent piping,domestic water service and distribution, natural gas service and distribution, plumbing fixtures, floorand roof drains, water heaters and roughing in and final connections of equipment furnished by theowner, General Contractor or under other sections of the work.2.Heating, ventilating and central air conditioning systems including, but not limited to, heating andcooling units, complete duct system including grilles, registers and diffusers, insulation, accessories,temperature control systems and the installation of exhaust and ventilation units furnished by theowner.3.The fire protection system including, but not limited to, complete design shop drawings and installation,of fire sprinkler system and range hood fire suppression systems including water service, meteringequipment, distribution, fire sprinklers, Siamese connections, alarms, controls and other specified andrequired items necessary to provide an approved fire suppression system.1.03FEES AND PERMITSA.Each contractor shall obtain all permits, inspections and approvals applicable to his trade and requiredby regulatory authorities. All fees and costs of any nature whatsoever incidental to these permits,inspections and approvals shall be paid by the contractor as part of his Base Contract.1.04RESPONSIBILITY OF THE CONTRACTORA.Each contractor shall be responsible for all work of every description in connection with his contract. Heshall specifically and distinctly assume, and does so assume, all risk for damage or injury from whatevercause to property or person used or employed on or in connection with this work and of all damage orinjury to any persons or property wherever located, resulting from any action or operation under thecontract or in connection with thework, and undertake the promise to defend the General Contractor against all claims resulting from anysuch damage or injury.B.Each contractor will be held responsible for the execution of a satisfactory and complete piece of work, inaccordance with the true intent of the drawings and specifications and all bulletins and addenda whichmay be issued during the time of bidding. He shall provide, without extra charge, all incidental itemsrequired as part of his work, even though not particularly specified or indicated, and if he has goodreason for objecting to the use of any material, appliance or method of construction as shown orspecified, he shall make report of such objections to the Owner's Representative, and obtain properadjustment before the Contract is made, and shall proceed with the work, only with the understandingthat a satisfactory job is required.1.05DRAWINGS AND SPECIFICATIONSA.The interrelation of the specifications, drawings and schedules shall be as hereinbefore described in theArchitectural sections of the specifications.B.Should the drawings disagree in themselves, or with the specifications, the better quality or greaterquantity of work or materials shall be estimated upon, and unless otherwise ordered by the Architect inwriting, shall be performed or furnished. In case the specifications should not fully agree with theschedules, the latter shall govern. Figures given on drawings govern scale measurements andlarge-scale details govern small-scale drawings.C.The "Scope of Work" as hereinbefore stated, is intended to designate the general description of the workwhich shall be performed by each of the major contractors. It is not intended to include all items of work,either generally or specifically, nor is it intended to limit the scope of work where plans, schedules, notesor standard practice requires the inclusion of other specific items.D.When the drawings do not give exact details as to the elevations or pipe, conduit and ducts, thecontractors shall physically arrange the systems to fit in the space available at the elevations intendedwith the proper grades for the functioning of the systems involved. Piping, exposed conduit and the ductsystems shall be coordinated with the building construction, and located as high as possible against thestructure in a neat and workmanlike manner. Work shall be concealed in all finished areas unlessotherwise noted.1.06FINAL INSPECTIONSA.The purpose of the final inspection is to determine whether the contractor has completed the work in aproper and workmanlike manner, that he has apparently installed the work in accordance with the intentof the drawings and specifications and that, in the Owner's Representative's opinion, the work issatisfactory for acceptance.B.It shall be the duty of each contractor to personally make the special inspection trip as a whole, assuringhimself that the work on the project is ready for final inspection.C.Before making the final inspection, the Owner's Representative must have received the followingdocuments or evidence that they will be available at the time of inspection:1.Certificates of acceptance from local inspecting authorities.2.The letter of compliance from the Mechanical and Electrical Contractors.3. All data called for in the "Records for Owner" article of this section of the specifications.1.07UTILITIESA.The location, size and elevation of sanitary and storm sewer mains, the location, size and pressure ofwater and gas mains, and points of service entrance are shown in accordance with data given this officeby various departments of cities, utility companies, and representative of the Owner and/or Landlord.The points of connection to the utility lines are approximate only and shall be verified by the contractorbidding each portion of the work. Each bidder shall include adequate funds in his bid price to cover allcosts of connections to utility lines regardless of exact location and shall hold the Owner harmless as toadditional costs or extras regarding the utility connections.1.08GUARANTEEA.All materials, equipment and workmanship shall be guaranteed for a period of one year from the date ofacceptance of this project, except that where specific equipment is noted to have extended guarantees,the contractor shall be responsible for the proper registration of these guarantees so that the Owner canmake all proper claims should future needs develop. All work found to be defective shall be repaired orreplaced by the contractor without any charge to the Owner.Part 2.00 Products2.01MATERIALSA.Materials utilized in the construction of this building shall be new, and of the quality indicated and, unlessotherwise noted, be manufactured in the United States of America. Manufacturers' names arementioned herein. Products by the named manufacturers have proved to be satisfactory under similarconditions of service.B.Where a manufacturer's name appears in the specifications, it is not to be construed to mean thatequipment by the named manufacturer does not have to fully meet the requirements detailed in thespecifications. All similar equipment provided for the project by any one contractor shall be of the samemanufacturer whether furnished under the original contractor or under a change order, unless specificallyspecified to the contrary.C.No substitutions shall be allowed without written approval from the Darden Restaurants Project Manager.2.02CODES AND STANDARDSA.All materials and workmanship shall comply with all applicable local, county, state and national codes,specifications, ordinances, utility company regulations and specified industry standards.B.In case of a difference between building codes, specifications, state laws, local ordinances, industrystandards, utility company regulations and the Contract Documents, the most stringent shall govern. Thecontractor shall promptly notify the Owner's Representative in writing of any such differences. Shouldthe contractor perform any work that does not comply with the requirements of the applicable buildingcodes, state laws, local ordinances, industry standards, utility company regulations, he shall bear allcosts arising in correcting these deficiencies.C.In addition to the local, county, and state ordinances, the utility company regulations, the followingindustry standards and codes shall apply as applicable, except that where the requirements ofthisspecification are more stringent then the following standards, they shall take precedence:AGA - American Gas AssociationAIEE - American Institute of Electrical EngineersAMCA - Air Moving and Conditioning AssociationASA - American Standard AssociationASHRAE - American Society of Heating, Refrigeration and Air Conditioning Engineers 2.04SHOP DRAWINGSA.Each contractor shall submit sh
o
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requires rearrangement of equi
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;
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b
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ductwork, piping, and other equ
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;
w
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;
a
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w
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specifically requested by the Ow
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R
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.
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charge.B.All required shop drawings, exc
e
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1/4 inch equals on one foot by t
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.
H
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"Submittal Data".C.Shop drawings shall be prepare
d
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f
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l
l
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w
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g
i
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m
s
:
1.For installation of roof top un
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s
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d
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a
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d
arrangement from those sche
d
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.
2.In other locations, as directed
b
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R
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.
3.Complete fire sprinkler syste
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w
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,
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i
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w
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pattern. Drawings shall be a
p
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b
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q
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submittal.D.Shop drawings shall be comple
t
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w
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i
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d
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w
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s
p
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indicate the work of all trades in
t
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a
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a
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v
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d
.
U
n
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d
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,
t
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y
s
h
a
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b
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p
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d
b
y
the Heating, Ventilating and Air
C
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C
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f
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with other trades.2.05EQUIPMENT IDENTIFICATIONA.All major equipment such as ai
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u
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nameplates constructed from la
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3
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interior core, at least 1/16 inch t
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.
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and properly spaced for easy a
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.
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a
permanent type adhesive or ch
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.
2.06RECORDS FOR OWNERA.Each contractor shall accumula
t
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,
d
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t
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j
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neat brochure or pocket folder,
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:
1.All warranties, guarantees an
d
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Contract including operating
i
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procedures.2. Copies of approved shop dra
w
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g
s
.
3. Any and all other data and/or
d
r
a
w
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d
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.
Part 3.00 Execution3.01EXAMINATION OF PREMISESA.Before submitting proposals for
h
i
s
w
o
r
k
,
e
a
c
h
b
i
d
d
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satisfied himself as to the existi
n
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c
o
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d
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t
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w
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,
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t
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a
n
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manner affect the work under th
i
s
C
o
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t
r
a
c
t
.
N
o
a
l
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o
w
a
n
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b
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q
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n
t
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y
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h
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c
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c
t
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in behalf of the contractor for an
y
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r
r
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g
l
i
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h
i
s
p
a
r
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.
3.02SPACE AND EQUIPMENT ARRA
N
G
E
M
E
N
T
A.Each contractor shall be respon
s
i
b
l
e
t
o
s
e
e
t
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a
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e
q
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i
p
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d
b
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w
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f
i
t
t
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s
p
a
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s
a
v
a
i
l
a
b
l
e
.
In certain instances he will note
t
h
a
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e
q
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q
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c
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d
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l
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s
.
In these cases it is the equipme
n
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n
u
s
e
d
f
o
r
the preparation of the layouts s
h
o
w
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o
n
t
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w
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k
i
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g
d
r
a
w
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.
S
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o
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q
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approved manufacturers or of o
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r
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w
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b
e
p
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p
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s
e
d
,
i
t
shall be the responsibility of the
c
o
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r
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a
k
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p
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a
p
p
r
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v
a
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o
p
d
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w
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s
showing the arrangement of the
p
r
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p
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e
d
e
q
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.
A
p
p
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v
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b
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i
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i
o
n
offered without these shop draw
i
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f
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r
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equipment in a satisfactory wor
k
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b
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i
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d
r
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w
i
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s
.
3.03MANUFACTURER'S DIRECTION
S
A.The manufacturer's published d
i
r
e
c
t
i
o
n
s
s
h
a
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b
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f
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i
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r
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,
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t
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e
,
p
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c
t
i
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,
i
n
s
t
a
l
l
a
t
i
o
n
,
piping and wiring of all equipme
n
t
a
n
d
m
a
t
e
r
i
a
l
.
T
h
e
c
o
n
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r
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f
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O
w
n
e
r
'
s
Representative in writing of any
c
o
n
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l
i
c
t
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n
t
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r
e
q
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i
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C
o
n
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r
a
c
t
D
o
c
u
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e
n
t
s
a
n
d
t
h
e
manufacturer's directions, and s
h
a
l
l
o
b
t
a
i
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i
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s
t
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c
t
i
o
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e
e
d
i
n
g
w
i
t
h
t
h
e
w
o
r
k
.
S
h
o
u
l
d
t
h
e
contractor perform any work be
f
o
r
e
r
e
c
e
i
v
i
n
g
s
u
c
h
i
n
s
t
r
u
c
t
i
o
n
s
,
h
e
s
h
a
l
l
b
e
a
r
a
l
l
c
o
s
t
s
a
r
i
s
i
n
g
i
n
connection with the deficiencies
.
3.04CUTTING AND PATCHINGA.Each contractor shall notify the
G
e
n
e
r
a
l
C
o
n
t
r
a
c
t
o
r
s
u
f
f
i
c
i
e
n
t
l
y
a
h
e
a
d
o
f
t
h
e
c
o
n
s
t
r
u
c
t
i
o
n
o
f
a
n
y
f
l
o
o
r
s
,
walls, ceilings, roofs, etc, of the
o
p
e
n
i
n
g
s
t
h
a
t
w
i
l
l
b
e
r
e
q
u
i
r
e
d
f
o
r
h
i
s
w
o
r
k
.
H
e
s
h
a
l
l
a
l
s
o
s
e
e
t
h
a
t
a
n
y
and all sleeves that are require
d
f
o
r
h
i
s
w
o
r
k
a
r
e
s
e
t
a
t
p
r
o
p
e
r
t
i
m
e
s
s
o
a
s
n
o
t
t
o
h
o
l
d
u
p
t
h
e
p
r
o
g
r
e
s
s
o
f
the job. Any cutting and patchi
n
g
r
e
q
u
i
r
e
d
t
o
b
e
d
o
n
e
b
e
c
a
u
s
e
o
f
l
a
c
k
o
f
p
r
o
p
e
r
c
o
o
r
d
i
n
a
t
i
o
n
s
h
a
l
l
b
e
done by the General Contracto
r
a
t
t
h
e
e
x
p
e
n
s
e
o
f
t
h
e
c
o
n
t
r
a
c
t
o
r
s
i
n
v
o
l
v
e
d
.
B.Do not request the General Con
t
r
a
c
t
o
r
t
o
c
u
t
a
n
y
s
t
r
u
c
t
u
r
a
l
m
e
m
b
e
r
s
w
i
t
h
o
u
t
f
i
r
s
t
h
a
v
i
n
g
r
e
c
e
i
v
e
d
w
r
i
t
t
e
n
permission from the Owner's R
e
p
r
e
s
e
n
t
a
t
i
v
e
.
C
u
t
t
i
n
g
o
f
r
o
u
n
d
o
p
e
n
i
n
g
s
w
h
i
c
h
c
a
n
b
e
d
o
n
e
b
y
t
h
e
u
s
e
of a rotary drill may be done by
t
h
e
c
o
n
t
r
a
c
t
o
r
r
e
q
u
i
r
i
n
g
s
a
m
e
.
3.05ELECTRICAL ENERGY, WATER
A
N
D
S
A
N
I
T
A
R
Y
F
A
C
I
L
I
T
I
E
S
A.Electrical energy, water and san
i
t
a
r
y
f
a
c
i
l
i
t
i
e
s
r
e
q
u
i
r
e
d
f
o
r
t
h
e
c
o
n
s
t
r
u
c
t
i
o
n
o
f
t
h
i
s
p
r
o
j
e
c
t
s
h
a
l
l
b
e
provided as herein before spec
i
f
i
e
d
u
n
d
e
r
t
h
e
A
r
c
h
i
t
e
c
t
u
r
a
l
s
e
c
t
i
o
n
s
o
f
t
h
e
w
o
r
k
e
x
c
e
p
t
a
s
f
o
l
l
o
w
s
.
A
l
l
electrical energy required for w
e
l
d
i
n
g
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
b
y
t
h
e
c
o
n
t
r
a
c
t
o
r
d
o
i
n
g
t
h
e
w
e
l
d
i
n
g
i
n
t
h
e
f
o
r
m
o
f
portable gasoline power genera
t
o
r
s
a
s
a
l
l
o
w
e
d
b
y
l
o
c
a
l
c
o
d
e
s
a
n
d
r
e
g
u
l
a
t
i
o
n
s
.
3.06ELECTRIC WIRING OF MOTORS
A
N
D
E
Q
U
I
P
M
E
N
T
A.The Electrical Contractor shall f
u
r
n
i
s
h
a
n
d
i
n
s
t
a
l
l
a
l
l
w
i
r
i
n
g
f
o
r
t
h
e
i
n
s
t
a
l
l
a
t
i
o
n
o
f
e
q
u
i
p
m
e
n
t
f
u
r
n
i
s
h
e
d
under other sections of the wor
k
.
T
h
e
E
l
e
c
t
r
i
c
a
l
C
o
n
t
r
a
c
t
o
r
s
h
a
l
l
f
u
r
n
i
s
h
a
l
l
d
i
s
c
o
n
n
e
c
t
s
w
i
t
c
h
e
s
a
s
required for the proper operatio
n
o
f
t
h
e
e
q
u
i
p
m
e
n
t
u
n
l
e
s
s
s
u
c
h
e
q
u
i
p
m
e
n
t
i
s
s
p
e
c
i
f
i
e
d
t
o
b
e
f
a
c
t
o
r
y
mounted.B.Each contractor shall note that
t
h
e
e
l
e
c
t
r
i
c
a
l
d
e
s
i
g
n
a
n
d
d
r
a
w
i
n
g
s
a
r
e
b
a
s
e
d
o
n
t
h
e
e
q
u
i
p
m
e
n
t
s
c
h
e
d
u
l
e
d
and shown on the drawings, sh
o
u
l
d
a
n
y
c
o
n
t
r
a
c
t
o
r
s
u
b
m
i
t
f
o
r
a
p
p
r
o
v
a
l
e
q
u
i
p
m
e
n
t
r
e
q
u
i
r
i
n
g
c
h
a
n
g
e
s
t
o
the electrical design for which t
h
e
E
l
e
c
t
r
i
c
a
l
C
o
n
t
r
a
c
t
o
r
w
i
l
l
r
e
q
u
e
s
t
a
n
d
e
x
t
r
a
,
t
h
i
s
e
x
t
r
a
s
h
a
l
l
b
e
p
a
i
d
b
y
the contractor providing the equ
i
p
m
e
n
t
r
e
q
u
i
r
i
n
g
t
h
e
c
h
a
n
g
e
.
3.07QUIET OPERATIONA.This work shall be installed in s
u
c
h
a
m
a
n
n
e
r
t
h
a
t
u
n
d
e
r
a
l
l
c
o
n
d
i
t
i
o
n
s
o
f
l
o
a
d
i
t
s
h
a
l
l
o
p
e
r
a
t
e
w
i
t
h
o
u
t
sound or vibration which is obje
c
t
i
o
n
a
b
l
e
i
n
t
h
e
o
c
c
u
p
i
e
d
s
p
a
c
e
s
i
n
t
h
e
o
p
i
n
i
o
n
o
f
t
h
e
O
w
n
e
r
'
s
Representative. In the case of
m
o
v
i
n
g
m
a
c
h
i
n
e
r
y
,
s
o
u
n
d
o
r
v
i
b
r
a
t
i
o
n
a
n
n
o
y
i
n
g
l
y
n
o
t
i
c
e
a
b
l
e
i
n
s
i
d
e
i
t
s
own room can be considered a
s
o
b
j
e
c
t
i
o
n
a
b
l
e
.
Part 2.00 Products (NO SUBSTITUTI
O
N
S
A
L
L
O
W
E
D
)
2.01PIPE HANGERS AND SUPPORT
S
A.All horizontal runs of piping sha
l
l
b
e
s
u
s
p
e
n
d
e
d
f
r
o
m
t
h
e
s
t
r
u
c
t
u
r
a
l
m
e
m
b
e
r
s
a
b
o
v
e
b
y
m
e
a
n
s
o
f
approved hangers spaced as s
p
e
c
i
f
i
e
d
.
S
u
p
p
o
r
t
s
a
n
d
h
a
n
g
e
r
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
t
o
p
e
r
m
i
t
f
r
e
e
e
x
p
a
n
s
i
o
n
and contraction, the piping shal
l
b
e
s
e
l
f
-
s
u
p
p
o
r
t
i
n
g
a
n
d
s
h
a
l
l
n
o
t
b
e
s
u
p
p
o
r
t
e
d
f
r
o
m
t
h
e
e
q
u
i
p
m
e
n
t
connections or the suspension
s
y
s
t
e
m
f
u
r
n
i
s
h
e
d
f
o
r
s
u
s
p
e
n
d
e
d
c
e
i
l
i
n
g
s
.
B.All hangers shall be properly si
z
e
d
t
o
f
i
t
t
h
e
p
i
p
e
o
r
t
h
e
i
n
s
u
l
a
t
i
o
n
a
r
o
u
n
d
t
h
e
p
i
p
e
w
h
i
c
h
t
h
e
y
a
r
e
supporting. All hangers shall b
e
a
r
t
h
e
n
a
m
e
o
f
t
h
e
m
a
n
u
f
a
c
t
u
r
e
r
b
y
w
h
o
m
t
h
e
y
a
r
e
m
a
d
e
.
P
i
p
e
h
a
n
g
e
r
s
shall be formed steel clevis type
h
a
n
g
e
r
w
i
t
h
a
d
j
u
s
t
a
b
l
e
a
t
t
a
c
h
m
e
n
t
t
o
h
a
n
g
e
r
r
o
d
.
H
a
n
g
e
r
s
s
h
a
l
l
b
e
properly sized to support weigh
t
o
f
p
i
p
i
n
g
u
n
d
e
r
o
p
e
r
a
t
i
n
g
c
o
n
d
i
t
i
o
n
s
a
s
r
e
c
o
m
m
e
n
d
e
d
i
n
t
h
e
manufacturer's published literat
u
r
e
.
F
o
r
u
n
-
i
n
s
u
l
a
t
e
d
c
o
p
p
e
r
o
r
b
r
a
s
s
p
i
p
i
n
g
,
u
s
e
h
a
n
g
e
r
s
a
s
s
p
e
c
i
f
i
e
d
above except that they shall be
c
o
p
p
e
r
p
l
a
t
e
d
o
r
p
l
a
s
t
i
c
s
h
e
a
t
h
e
d
w
h
e
r
e
v
e
r
t
h
e
y
w
i
l
l
b
e
i
n
c
o
n
t
a
c
t
w
i
t
h
the copper pipe.C.Hangers shall be fastened to th
e
c
o
n
s
t
r
u
c
t
i
o
n
b
y
t
h
e
u
s
e
o
f
m
a
l
l
e
a
b
l
e
i
r
o
n
a
d
j
u
s
t
a
b
l
e
c
l
a
m
p
s
,
p
r
o
p
e
r
l
y
designed and sized for steel en
c
o
u
n
t
e
r
e
d
a
n
d
b
e
i
n
s
t
a
l
l
e
d
w
i
t
h
l
o
c
k
n
u
t
s
o
r
b
o
l
t
s
s
e
c
u
r
e
l
y
t
i
g
h
t
e
n
e
d
.
Hangers, rollers, inserts, and be
a
m
c
l
a
m
p
s
s
h
a
l
l
b
e
s
t
a
n
d
a
r
d
p
r
o
d
u
c
t
s
o
f
t
h
e
s
a
m
e
r
e
c
o
g
n
i
z
e
d
manufacturer.D.Miscellaneous steel necessary
f
o
r
s
u
p
p
o
r
t
i
n
g
t
h
e
p
i
p
e
w
o
r
k
.
N
e
c
e
s
s
a
r
y
t
r
a
p
e
z
e
,
r
o
d
s
,
b
o
l
t
s
a
n
d
accessories, clamps, weld clips
,
a
n
g
l
e
i
r
o
n
b
r
a
c
k
e
t
s
o
r
o
t
h
e
r
a
p
p
r
o
v
e
d
m
e
a
n
s
s
h
a
l
l
b
e
u
s
e
d
f
o
r
a
t
t
a
c
h
i
n
g
supporting steel to the building
c
o
n
s
t
r
u
c
t
i
o
n
.
W
h
e
r
e
a
d
d
i
t
i
o
n
a
l
s
t
e
e
l
m
e
m
b
e
r
s
a
r
e
r
e
q
u
i
r
e
d
f
o
r
h
a
n
g
i
n
g
the lines in areas with special c
o
n
d
i
t
i
o
n
s
,
t
h
e
s
t
e
e
l
w
o
r
k
s
h
a
l
l
b
e
p
r
o
v
i
d
e
d
a
s
p
a
r
t
o
f
t
h
e
g
e
n
e
r
a
l
c
o
n
t
r
a
c
t
.
E.Each fitting and length of storm
a
n
d
s
a
n
i
t
a
r
y
s
y
s
t
e
m
p
i
p
e
s
h
a
l
l
b
e
s
e
p
a
r
a
t
e
l
y
s
u
p
p
o
r
t
e
d
b
y
i
n
s
t
a
l
l
i
n
g
t
h
e
pipe hanger immediately adjace
n
t
t
o
t
h
e
j
o
i
n
t
b
e
t
w
e
e
n
p
i
p
e
a
n
d
f
i
t
t
i
n
g
.
G
e
n
e
r
a
l
l
y
,
h
a
n
g
e
r
s
s
h
a
l
l
b
e
o
n
5-foot centers, but may be incre
a
s
e
d
a
s
r
e
c
o
m
m
e
n
d
e
d
b
y
p
i
p
e
m
a
n
u
f
a
c
t
u
r
e
r
s
.
V
e
r
t
i
c
a
l
p
i
p
i
n
g
s
h
a
l
l
b
e
similarly supported to minimize
h
o
r
i
z
o
n
t
a
l
m
o
v
e
m
e
n
t
.
F.On steel, plastic and copper pip
i
n
g
,
t
h
e
r
e
s
h
a
l
l
b
e
a
h
a
n
g
e
r
w
i
t
h
i
n
t
w
o
f
e
e
t
o
f
e
a
c
h
e
l
b
o
w
o
r
t
e
e
.
Additional supports shall be pro
v
i
d
e
d
f
o
r
v
a
l
v
e
s
,
s
t
r
a
i
n
e
r
s
,
a
n
d
o
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e
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e
q
u
i
p
m
e
n
t
i
n
t
h
e
p
i
p
e
l
i
n
e
.
G.All hangers, supports, and othe
r
m
i
s
c
e
l
l
a
n
e
o
u
s
a
c
c
e
s
s
o
r
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r
e
q
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d
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t
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e
i
n
s
t
a
l
l
a
t
i
o
n
o
f
t
h
e
f
i
r
e
sprinkler system shall be of the
t
y
p
e
s
a
n
d
s
i
z
e
s
,
a
n
d
s
h
a
l
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t
a
l
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d
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c
c
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d
a
n
c
e
w
i
t
h
a
p
p
l
i
c
a
b
l
e
NFPA bulletins. All such equipm
e
n
t
s
h
a
l
l
b
e
a
r
U
L
l
a
b
e
l
s
a
s
r
e
q
u
i
r
e
d
.
2.02SLEEVESA.Each and every pipe, regardles
s
o
f
m
a
t
e
r
i
a
l
,
w
h
i
c
h
p
a
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m
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w
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,
r
o
o
f
o
r
o
t
h
e
r
p
o
r
t
i
o
n
of the building structure shall be
f
r
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e
f
r
o
m
t
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s
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r
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c
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e
a
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p
a
s
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t
h
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g
h
a
s
l
e
e
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e
.
B.All sleeves shall be constructed
f
r
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m
2
0
g
a
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h
on both sides of the surface pe
n
e
t
r
a
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d
.
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o
be inserted and when this pipe
i
s
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o
b
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i
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a
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e
d
,
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.
After the pipes have been insta
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suitable non-hardening caulking
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r
.
2.03FLOOR AND CEILING PLATESA.In each finished space, install a
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d
penetrating a wall, floor or ceilin
g
.
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lines are insulated, the escutch
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d
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shall be provided with setscrew
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s
i
o
n
r
i
n
g
s
a
n
d
c
a
s
t
i
r
o
n
c
o
v
e
r
s
a
n
d
f
r
a
m
e
s
a
s
r
e
q
u
i
r
e
d
t
o
m
a
k
e
t
h
e
i
n
s
t
a
l
l
a
t
i
o
n
f
l
u
s
h
wi
t
h
t
h
e
f
i
n
i
s
h
e
d
g
r
a
d
e
.
B.
Ap
p
r
o
v
e
d
M
a
n
u
f
a
c
t
u
r
e
r
s
:
A
n
y
l
o
c
a
l
l
y
a
p
p
r
o
v
e
d
p
r
e
c
a
s
t
e
r
.
2.
0
7
HY
D
R
A
N
T
S
A.
No
n
-
F
r
e
e
z
e
(
i
f
r
e
q
u
i
r
e
d
)
P
o
s
t
H
y
d
r
a
n
t
s
s
h
a
l
l
b
e
b
r
o
n
z
e
,
t
e
e
h
a
n
d
l
e
k
e
y
,
b
r
o
n
z
e
c
a
s
i
n
g
w
i
t
h
c
a
s
t
-
i
r
o
n
ca
s
i
n
g
g
u
a
r
d
,
l
e
n
g
t
h
t
o
s
u
i
t
d
e
p
t
h
o
f
b
u
r
y
,
d
r
a
i
n
h
o
l
e
,
v
a
c
u
u
m
b
r
e
a
k
e
r
,
3
/
4
"
i
n
l
e
t
,
h
o
s
e
o
u
t
l
e
t
.
B.
Wa
l
l
h
y
d
r
a
n
t
s
s
h
a
l
l
b
e
c
a
s
t
b
r
o
n
z
e
,
n
o
n
-
f
r
e
e
z
e
w
a
l
l
h
y
d
r
a
n
t
w
i
t
h
e
x
t
e
n
d
e
d
3
/
4
i
n
c
h
g
a
r
d
e
n
h
o
s
e
co
n
n
e
c
t
i
o
n
w
i
t
h
v
a
c
u
u
m
b
r
e
a
k
e
r
a
n
d
l
o
o
s
e
k
e
y
h
a
n
d
l
e
w
i
t
h
b
r
a
s
s
w
a
l
l
s
l
e
e
v
e
s
,
r
e
n
e
w
a
b
l
e
n
y
l
o
n
s
e
a
t
,
br
a
s
s
o
p
e
r
a
t
i
n
g
p
a
r
t
s
,
a
n
d
a
p
o
l
i
s
h
e
d
c
h
r
o
m
i
u
m
p
l
a
t
e
d
r
e
c
t
a
n
g
u
l
a
r
f
a
c
e
p
l
a
t
e
.
H
y
d
r
a
n
t
s
s
h
a
l
l
b
e
de
s
i
g
n
e
d
s
o
t
h
a
t
t
h
e
r
e
a
r
e
n
o
f
e
r
r
o
u
s
m
a
t
e
r
i
a
l
s
i
n
t
h
e
w
a
t
e
r
s
t
r
e
a
m
.
H
y
d
r
a
n
t
s
s
h
a
l
l
b
e
f
u
r
n
i
s
h
e
d
w
i
t
h
gr
o
u
n
d
j
o
i
n
t
,
u
n
i
o
n
e
l
b
o
w
a
d
a
p
t
o
r
o
n
i
n
l
e
t
w
h
e
n
r
e
q
u
i
r
e
d
,
a
n
d
s
h
a
l
l
h
a
v
e
a
n
o
v
e
r
a
l
l
l
e
n
g
t
h
t
o
p
e
r
m
i
t
in
s
t
a
l
l
a
t
i
o
n
w
i
t
h
i
n
t
h
e
w
a
l
l
c
o
n
s
t
r
u
c
t
i
o
n
o
r
f
u
r
r
i
n
g
a
s
s
h
o
w
n
o
n
t
h
e
d
r
a
w
i
n
g
s
.
F
u
r
n
i
s
h
o
n
e
b
r
a
s
s
t
e
e
ha
n
d
l
e
o
p
e
r
a
t
i
n
g
k
e
y
w
i
t
h
e
a
c
h
h
y
d
r
a
n
t
.
C.
Ap
p
r
o
v
e
d
M
a
n
u
f
a
c
t
u
r
e
r
s
:
M
I
F
A
B
,
J
o
s
a
m
M
f
g
.
,
J
a
y
R
.
S
m
i
t
h
M
f
g
.
,
W
o
o
d
f
o
r
d
M
f
g
.
a
n
d
Z
u
r
n
I
n
d
u
s
t
r
i
e
s
.
2.
0
8
WA
T
E
R
S
O
F
T
E
N
E
R
A.
Wh
e
r
e
a
w
a
t
e
r
s
o
f
t
e
n
i
n
g
s
y
s
t
e
m
i
s
r
e
q
u
i
r
e
d
i
t
w
i
l
l
b
e
p
r
o
v
i
d
e
d
b
y
O
w
n
e
r
a
n
d
i
n
s
t
a
l
l
e
d
b
y
t
h
i
s
c
o
n
t
r
a
c
t
o
r
.
Al
l
v
a
l
v
e
s
&
p
i
p
i
n
g
s
h
a
l
l
b
e
s
u
p
p
l
i
e
d
&
i
n
s
t
a
l
l
e
d
b
y
t
h
e
p
l
u
m
b
i
n
g
c
o
n
t
r
a
c
t
o
r
.
A
l
l
v
a
l
v
e
s
&
p
i
p
i
n
g
s
h
a
l
l
b
e
su
p
p
l
i
e
d
&
i
n
s
t
a
l
l
e
d
b
y
t
h
e
p
l
u
m
b
i
n
g
c
o
n
t
r
a
c
t
o
r
.
SE
C
T
I
O
N
1
5
0
2
0
MECH
A
N
I
C
A
L
M
A
T
E
R
I
A
L
S
A
N
D
M
E
T
H
O
D
S
Part 1.00 General1.01SPECIAL NOTICEA.Each contractor shall read all re
l
e
v
a
n
t
d
o
c
u
m
e
n
t
s
,
b
e
c
o
m
e
f
a
m
i
l
i
a
r
w
i
t
h
t
h
e
j
o
b
,
s
c
o
p
e
o
f
w
o
r
k
,
t
y
p
e
o
f
general construction, and the a
r
c
h
i
t
e
c
t
u
r
a
l
,
s
t
r
u
c
t
u
r
a
l
,
m
e
c
h
a
n
i
c
a
l
a
n
d
e
l
e
c
t
r
i
c
a
l
d
r
a
w
i
n
g
s
a
n
d
specifications. Each contractor
s
h
a
l
l
a
l
s
o
f
a
m
i
l
i
a
r
i
z
e
h
i
m
s
e
l
f
w
i
t
h
t
h
e
p
u
r
p
o
s
e
f
o
r
w
h
i
c
h
t
h
e
s
e
d
o
c
u
m
e
n
t
s
have been prepared and shall b
e
c
o
m
e
c
o
g
n
i
z
a
n
t
o
f
a
l
l
t
h
e
d
e
t
a
i
l
s
i
n
v
o
l
v
e
d
.
E
a
c
h
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
coordinate his work with that of
o
t
h
e
r
s
.
B.The term "contractor" used in th
i
s
s
e
c
t
i
o
n
o
f
t
h
e
s
p
e
c
i
f
i
c
a
t
i
o
n
s
h
a
l
l
m
e
a
n
t
h
e
c
o
n
t
r
a
c
t
o
r
w
h
o
s
e
w
o
r
k
i
s
covered by this section.C.When the term "Engineer" is us
e
d
i
n
t
h
i
s
s
e
c
t
i
o
n
o
f
t
h
e
s
p
e
c
i
f
i
c
a
t
i
o
n
,
i
t
s
h
a
l
l
m
e
a
n
t
h
e
c
o
n
s
u
l
t
i
n
g
mechanical engineer.
2.
1
2
DI
E
L
E
C
T
R
I
C
I
S
O
L
A
T
O
R
S
A.
Wh
e
r
e
v
e
r
n
o
n
-
f
e
r
r
o
u
s
p
i
p
i
n
g
s
y
s
t
e
m
s
a
r
e
c
o
n
n
e
c
t
e
d
t
o
s
t
e
e
l
o
r
i
r
o
n
p
i
p
i
n
g
s
y
s
t
e
m
s
,
t
h
i
s
c
o
n
n
e
c
t
i
o
n
s
h
a
l
l
be
m
a
d
e
w
i
t
h
d
i
e
l
e
c
t
r
i
c
i
s
o
l
a
t
o
r
s
.
T
h
e
s
e
d
i
e
l
e
c
t
r
i
c
i
s
o
l
a
t
o
r
s
s
h
a
l
l
b
e
s
o
d
e
s
i
g
n
e
d
t
h
a
t
n
o
n
o
n
-
f
e
r
r
o
u
s
pi
p
i
n
g
m
a
t
e
r
i
a
l
s
c
o
m
e
i
n
c
o
n
t
a
c
t
w
i
t
h
f
e
r
r
o
u
s
m
a
t
e
r
i
a
l
s
.
T
h
e
s
e
m
a
t
e
r
i
a
l
s
s
h
a
l
l
b
e
i
s
o
l
a
t
e
d
b
y
t
h
e
u
s
e
o
f
Te
f
l
o
n
o
r
n
y
l
o
n
i
s
o
l
a
t
i
n
g
m
a
t
e
r
i
a
l
s
m
a
d
e
u
p
i
n
t
h
e
f
o
r
m
o
f
s
c
r
e
w
e
d
t
y
p
e
u
n
i
o
n
s
o
r
i
n
s
u
l
a
t
i
n
g
g
a
s
k
e
t
s
a
n
d
bo
l
t
s
l
e
e
v
e
s
a
n
d
w
a
s
h
e
r
s
f
o
r
s
t
a
n
d
a
r
d
f
l
a
n
g
e
d
c
o
n
n
e
c
t
i
o
n
.
W
h
e
r
e
i
t
w
i
l
l
n
o
t
b
e
n
e
c
e
s
s
a
r
y
t
o
d
i
s
c
o
n
n
e
c
t
th
e
s
e
p
i
p
i
n
g
s
y
s
t
e
m
s
,
t
h
e
c
o
n
n
e
c
t
i
o
n
s
m
a
y
b
e
m
a
d
e
b
y
t
h
e
u
s
e
o
f
n
y
l
o
n
o
r
T
e
f
l
o
n
b
u
s
h
i
n
g
s
.
A
l
l
o
f
t
h
e
s
e
in
s
u
l
a
t
i
n
g
u
n
i
t
s
s
h
a
l
l
b
e
s
e
l
e
c
t
e
d
f
o
r
p
r
e
s
s
u
r
e
s
t
o
b
e
e
n
c
o
u
n
t
e
r
e
d
.
B.
Ap
p
r
o
v
e
d
M
a
n
u
f
a
c
t
u
r
e
r
s
:
C
r
a
n
e
C
o
.
,
E
p
c
o
,
F
.
M
.
M
a
l
o
n
e
y
,
a
n
d
U
n
i
v
e
r
s
a
l
M
a
n
u
f
a
c
t
u
r
i
n
g
C
o
m
p
a
n
y
.
2.
1
3
UN
I
O
N
S
A.
Un
i
o
n
s
s
h
a
l
l
b
e
i
n
s
t
a
l
l
e
d
o
n
e
a
c
h
s
i
d
e
o
f
e
a
c
h
p
i
e
c
e
o
f
e
q
u
i
p
m
e
n
t
a
n
d
e
a
c
h
a
u
t
o
m
a
t
i
c
c
o
n
t
r
o
l
v
a
l
v
e
i
n
lo
c
a
t
i
o
n
s
w
h
a
t
w
i
l
l
p
e
r
m
i
t
e
a
s
y
r
e
m
o
v
a
l
o
f
e
q
u
i
p
m
e
n
t
o
r
v
a
l
v
e
f
o
r
s
e
r
v
i
c
e
.
U
n
i
o
n
s
s
h
a
l
l
n
o
t
b
e
l
o
c
a
t
e
d
i
n
co
n
c
e
a
l
e
d
s
p
a
c
e
s
.
U
n
i
o
n
s
f
o
r
c
o
p
p
e
r
p
i
p
i
n
g
s
y
s
t
e
m
s
s
h
a
l
l
b
e
s
i
m
i
l
a
r
t
o
W
a
l
w
o
r
t
h
F
i
g
u
r
e
N
o
.
3
6
7
7
a
n
d
un
i
o
n
s
f
o
r
s
t
e
e
l
p
i
p
i
n
g
s
h
a
l
l
b
e
s
i
m
i
l
a
r
t
o
W
a
l
w
o
r
t
h
F
i
g
u
r
e
N
o
.
7
7
1
B
m
a
l
l
e
a
b
l
e
i
r
o
n
u
n
i
o
n
w
i
t
h
b
r
o
n
z
e
t
o
ir
o
n
s
e
a
t
.
SE
C
T
I
O
N
1
5
0
3
0
PL
U
M
B
I
N
G
F
I
X
T
U
R
E
S
A
N
D
E
Q
U
I
P
M
Pa
r
t
1
.
0
0
G
e
n
e
r
a
l
1.
0
1
S
P
E
C
I
A
L
N
O
T
I
C
E
A
.
E
a
c
h
c
o
n
t
r
a
c
t
o
r
s
h
a
l
l
r
e
a
d
a
l
l
r
e
l
e
v
a
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ASME - American Society of Mechanical EngineersASTM - American Society of Testing MaterialsAWWA - American Water Works AssociationIES - Illuminating Engineering SocietyNEC - National Electrical CodeNEMA -National Electrical Manufacturers AssociationNFPA - National Fire Protection AssociationSMACNA - Sheet Metal and Air Conditioning Contractor National AssociationUL - Underwriters' LaboratoriesD.In addition to those codes and standards hereinbefore mentioned, fire protection systems shall beinstalled in accordance with all applicable portions of the NFPA Standards and particular attention iscalled to the following bulletins: Bulletin No. 29A, "Gate and Check Valves; Bulletin No. 13, "SprinklerSystems"; Bulletin No. 23, "Fire Department Connections".2.03SUBMITTAL DATAA.The submittal data shall be handled as hereinbefore specified in the "General Conditions" section ofthese specifications as specified for "Shop Drawings".B.Before submittal of all data, the contractor shall check each piece of apparatus, equipment andaccessory to insure compliance with requirements of the plans and specifications and shall clearly markeach submittal with his signature to indicate that they are in full compliance. Any submittals receivedwithout the contractor's signature may be returned without being checked. It shall be the contractor'sresponsibility to point out all deviations between the plans and specifications and the materialssubmitted.C.Each set of data from any one manufacturer shall be bound in an individual folder properly indexed andmarked to indicate job, contractor, supplier and purpose for which data enclosed is being offered. Datasubmitted shall show proposed equipment only and shall not be catalogues showing a manufacturer'scomplete line. Each sheet shall indicate the name of manufacturer of the equipment being submitted.Sufficient data shall be included to prove compliance with the specifications as far as use, capacity,efficiencies, physical size, quality of materials and all other pertinent specified particulars.
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Re
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#
:
Is
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Dr
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#
UP
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:
12
0
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10
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N
.
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4
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2
8-
1
7
-
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2
PS
1