HomeMy WebLinkAboutPAPERWORKA GO
No.��+�r� �b.ty Health Department
DEPARTMENT O ;iTH AND REHABILITATIVE SERVICES
.-DIVISION OF HEALTH `
Applicatiop'and Permit
Individual Sewage Disposal Facilities
Section I - Instructions:
1. Percolation test, data, soil pro-'
file and.water table,,elevation
information must be attached.
(Note: Test must be made at
proposed location of system).
2. Existing building and proposed
buildings,"on lot must be shown
and drawn to scale at- their.
location or proposed location.
(Use blockon this sheet or
attach plot plan).
3. Proposed location of septic
tank must be shown on plan.
4. Any pond or stream areas must
be indicate"d.on the plan.
Section 11 - Information:
1. Property Address (Stre t & House No:),
Lot /-<j.' lock Subdivision
Date R�corced Directions t
2.
3.
5. Indicate nave and date of
recording of subdivision. If
not recorded, attach metes and
bounds description.
6. Complete the following infor-
mation section. ,
Notes:
1. Not valid if sewer is available.
2. Individual well must be 75 feet
from any part of system.
3. Call and give
this office a 24-hour notice
when ready for inspection.
WE
Tank Drainfield
Scale 1" 50, D.Y.
St Lucle
Gals, ft. of 6" clay tile
county
or 5",perforated
(Rear)
plastic drain in a
P00 3' trench
300 or
a
Gals ft. of 4" clay drain
'-
THIS PERMiT:EXPIRES ONE(iU
I v
or 4" perforated
(°
YEAR FROM DATE OF ESS(6ANCE
j{ l�
//,�yjr}stic drain in an
0
It
o
18"t 'rench
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I
4. House to be •constructed:
rNr
Permit VOID if well or septic '
n
Check one:', FHA
m m
fD ~'
system is installed in.a location
! ^
I m
vA•_ Conventional
m
.
other than area permitted.
a. rmr
n
PRIOR HEALTH DEPARTMENT
'
o
This is to certify that the project
EnAPPROVAL
REQUIRED
~'
described in this application, and as
DRAINFIELD TO L3rr
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y
'
detailed by the plans and specifica-
a
,STALLED
WITHIN THE SPEOIFIE FILLED
rar
m
tions and attacfimenfs will be con-:
a,
AREA.
structed in accordance with state
�Jfrequirements.
a
. , ;\, • .'Perm,
Applicant :X�yr
(Front)
_
Please Print
(Name of Street or State Road) L
Signature:
Date:
__ <
R # Itk * * # x * * * * * #. * DO NOT ^WRITE
BELOW
THIS I:INE x • x '!• A # * w * k # #
R * R
Section III - APPlication Approval & Construction Authorization �,-
Installa ubj ct'to win .special conditions:
The ab signed apphcatio has been found to be in'coupliance with Chapter.17-1
Florid nistrativ ode, and construction is her ap roved, subject to �ihe
abo i conditions u .�
By County Health Deft: Date
Section IV - Final -Construction Approval-"
Construction of installation approved:t Yes No
Date By
FHA• No VA No ...
TEMPORARY
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SPECIFICATIONS
A ftEN E. ARTHUR, JR., ARCHITECT -
JOB # See Drawings
305 North Fern Creek Avenue
Orlando, Florida 32803
Telephone (305) 896-6711
STORE # See Drawings
Property Address See Site Plan - Sheet #1
OWNER: THE SOUTHLAND CORPORATION 7-ELEVEN FOOD STORES - NORTH
FLORIDA DIVISION - C/o Mr. Victor Ruiz, Construction Manager
5500 Diplomat Circle, Suite L05, Orlando, Florida 32810
Telephone - (305) 628-4456
GENERAL AND SPECIAL CONDITIONS
o
A.' Sco a of Work
L.01 rov e a Labor,
erection of a one
1.02 Work includes:
Architectural
Structural
Plumbing
Electrical
materials and equipment for the complete
story .building.
Furnish and Install roof curbs, openings and supports
for air conditioning units, vault compressor and
freezer compressor
Installation of vault (Dairy Cooler)
Connection of electricity and plumbing to equipment not
furnished in contract
Paving, and drainage
Landscaping
1.03 This work does not include:
Furnishing and installing air conditioning units
Furnishing vault (Dairy Cooler)
Furnishing and installing freezer cases and compressor
units
Furnishing and installing Gondola fixtures
Furnishing and installing center sales cabinets
Furnishing and installing vault evaporator fans
(Dairy Cooler)
Compressor unit (on roof)
B. General Conditions
2.01 The General Mo-n=jons of the Contract for Construction of
the American Institute of Architects, twelfth edition, are
hereby made a part of these Specifications, with the follow-
ing modifications:
a. 4. 5.1 - add: "The Contractor warrants all work for a
period of one (1) year from the date of "Substantial
Completion" and agrees to replace or correct all defect-
ive work noted in that period."
b. 4.18.1 - add: "The Contractor hereby acknowledges the
receipt of Ten Dollars ($LO.00) and other good and val-
uabLe consideration from the Owner and the Architect,
which has been paid to him as specific consideration for
the indemnification provided herein."
c. 7. 5.1 - delete entire paragraph - substitute: "The
Contractor shall furnish payment and performance bonds
In an amount equal to 100% of the Contract price prior
to commencing work. The costs of such bonds is to be
included in the base bid. Bonds shall be provided
utilizing A.I.A. Documents A-311."
gection 1B
1. REVISIONS TO A.I.A. DOCUMENT 107
1.01 Addendum to Article 6: Wherever the word "Architect" appears
in the contract, it shall be deemed to read "The Authorized
Representative of Owner".
1.02 Addendum to Article 7.2: The drawings and specifications listed
in Article 6 will not be signed by the Owner's Representative or
the Contractor. The listed drawings and specifications are never-
theless binding on the Owner and the Contractor without being
signed.
1.03 Addendum to Article 4: The Contractor shall submit an Application
for Payment once each calendar month for work raecomplished during
the month, for materials incorporated in the work during the month
and for materials stored at the site during the month, less 10%
retainage. Each progress payment shall be made within thirty (30)
days after receipt by Owner of Contractor's Application for
Payment.
1.04 MODIFICATION OF ARTICLE 18, CONTRACTOR'S LIABILITY INSURANCE
18.1 Contractor shall purchase and maintain until completion of
the work, insurance for Contractor's operations under this Contract
in financially responsible companies acceptable to Owner and with
limits not less than those hereinafter specified, or required by
law or any applicable collective bargaining agreement, whichever
are greater..
(1) n' m tin n rance. which shall include
(a) benefits at least equal to those required by applicable
statutes, and endorsed to include: (1) voluntary compensation
benefits based on place of hire, (2) "All Statee" coverage, and
(3) occupational disease coverage, and (b) Employer's Liability
6 coverage, with 'limits of at least $500,000.
(2) Standard General Liability Insurance (exceptautomobile
liability) with limi s per occurrence and aggregate for bodily
injury, including death, of at least $500000 and per occurenee
and aggregate for property damage of 100:000 and endorseato
include, hazards of operation (such as explosion, collapse, and
underground coverage), elevators, independent contractors, and
broad form contractual liability coverage for liability assumed
under the Contract.
(3) Automobile Liabilit Insurance with limits for bodily
injury, including death, of at leas 2 0,000 for each person and
$5009060 for each oocunence and property damage per occunence of
$100,000 for all automobiles and trucks, whether owned, hired,
loaned or otherwise non -owned and used on or away from the site of
the work by Contractor, Sub -contractors or Sub -subcontractors.
18.2 Contractor's Covenants: Contractor covenants that he shall
faithfully perform and not cause or permit a violation of any
condition of any policy of insurance Contract is required to pur-
chase and maintain under this Contract, and shall at all times
satisfy the requirements cf the insurance companies issuing such
j policy (ies)'.
18.3 Notices. Each policy of insurance that Contractor is
required to purchase and maintain under this Contract shall
be endorsed to provide that the insurance company shall notify
Owner at least thirty ('30) days prior to the effective date of
any cancellation or modification of such policy. Prior to
commencement of the work, Contractor shall furnish Owner a
certificate(s) of such insurance naming Owner as an additional
insured, except on the Workmen's Compensation Policy. On written
request of Omer, copies of the actual insurance policy(les) or
renewal(s) or replaoement(s) thereof shall be furnished to
Owner by Contractor. Each certificate or policy required to
be furnished by Contractor under this Contract shall be in
form and content acceptable to Owner.
� r
Section,1B (Continued)
11
1. REVISIONS TO A.I.A. DOCUMENT 107 (Continued)
1.05 MODIFICATION OF ARTICLE 20, PROPERTY INSURANCE
Paragraphs 20.1 and 20.3 of Article 20 of the Contract are
hereby deleted and the following substituted therefor:
,. 20.1 Owner shall purchase and maintain, until completion of the
work, property insurance, which shall include the interests of
Owner, Contractor, Sub -Contractors, and Sub -subcontractors in
the work, upon the entire work at the site, as follows:
(1) Coverage: All risks of direct physical loss or damage
from any external causes, except:
(a) Perils Excluded: Wear, tear, deterioration, rust, rot,
mold, vermin or insects; loss of market, loss of use, meohan-
ical failure, delay, faulty workmanship, latent defect;
settling, shrinkage or expansion; infidelity or dishonesty,
mysterious disappearance, inventory shortage; earthquake;
surface waters,,and flood waters; freezing, electrical
failure, error dr omission in desif, plan or specification;
"War Risks,"; radioactive contamination or nuclear damage,
all as defied in, and such other exclusions as are specified
in tt the policy of in surfnce purchased by owner,
(bJ ro ex dad:
1. Contrac ors and/or subcontractors' equipment of
every description;
2, Automobiles or other vehicles designed for highway
use, watercraft, air craft,
3. Machinery, tools, equipment and property of similar
nature not destined to become a permanent part of
the installation or structure;
4. Money notes, securities, plans, blueprints, apeci
fications, and other similar papers;
5'. Trees, grass, shubbery or plants,
(2) Deductibles: For fire, extended coverage, vandalism and
malicious mischief, $250,000 for each occurrence. For all other
perils, $1,000,00 for each occurrence. Any and all deductibles
and uninsured losses shall be borne by the contractor.
e 20.3 Owner shall, if so requested by Contractor in writing, pro-
vide Contractor prior to the Commencement of work a Certificate
of Insurance evidencing the coverage required by Paragraph 20.1
above.
i
O
2 SITEWOM
r
a Scope of Work: Furnish all labor, materials and equipment
• required for clearing, grubbing and grading of site, includ-
ing paving, drainage system, soil treatment, landscaping and
irrigation system, concrete walks, aprons, curbs, etc.
2.4 Soil Treatment
Treat building area and a ten foot area beyond perimeter with
a bonded and State of Florida approved termite treatment.
Furnish a five year renewable bond to Owner.
Treatment shall be sprayed on after building area is finish
graded prior to pouring floor slab on grade.
2.6 Irrigation Systems
See Site Drawing - Sheet #1 - for directions. General Contractor
shall coordinate and cooperate with irrigation contractor to prevent
conflicts in construction and scheduling of work.
2.I 10 Paving
A Scope of Work:
(1) This Contractor shall furnish all labor, materials and equipment
required to complete all curb, drainage, paving and approach
area constructions called for on the Drawings. Engineering Test
reports shall be submitted to Construction Manager prior to dis-
bursements being made. Engineers for Material Tests shall be
selected by 7-Eleven (Southland Corporation). Fees for such
tests shall be paid by Owner.
• B Materials:
(1)
All materials used for paving shall conform to the latest
specifications of the Florida State Department of Transportation,
=
1977 or latest edition.
C Construction Methods for Hard Paving:
(1).
The areas to be paved shall be graded to provide necessary
Q
drainage and shall slope away from the building.
(2)
Compact the sub -grade to provide a minimum of 50,psi Fla. bearing
value and density of 95%. (AASHO T-180).
(3)
Over the compacted stabilized sub -grade, construct a 6" l.imerock
base in accordance with latest Florida State Department of
Transportation Specifications. Compact with nine.(9) or more
rubber wheeled rollers loaded with rock. Compaction value of the
base shall equal 95% density. (AASHO T-180).
(4)
The surface shall be clean and dry. Prime seal coat shall be
approved cutback asphalt (RC-70) or (RC 90) and temperature when
applied shall be between 120OF and 150°F. The material shall be
applied by means of a pressure distributor at the rate of approxi-
mately 0.1 to 0.25 gallons per square yard.
(5)
a. The bituminous surface course shall be lot plant,
Type S-1 mix in accordance with Florida State Depart -
went of Transportation Specifications. Install to a
minimum finished thickness of 1-1/4". Adjacent masonry
surfaces shall be protected against splatter. The
a
finished surface shall not vary more than 1/8" in ten (10)
feet. Irregularities that exceed the specified toler-
ances or that retain water on the surface shall be cut
out and replaced. Skin patching shall not be permitted.
The finished surface shall be well rolled to provide a
smooth voidless surface.
b. Approaches shall be constructed of 2" thick Type S-1
asphaltic concrete over an 8" compacted limernck base
over a 12" thick stabilized sub -base to Department of
d
Transportation Specifications or 6" thick concrete where
noted.
/o// s/7 7
2 SITERORK (Continued)
2.10 Paving (Continued)
' C Construction Methods for Bard Paving: (Continued)
(6) Seal all asphalt paving with two coats of "Canicoat"
sealer at the rate of approximately 0.17 gallons per
square yard (55 sq. ft. per gal). After the first coat
has dried to the touch, about 2 hours, apply a second
coat at the same rate. Mixing and application shall
be as per manufacturer's specifications. The asphalt
Paving shall cure a minimum of two weeks prior to appli-
cation and shall be thoroughly dry and clean prior to
application of sealer.
(7) Asphaltic concrete analysis shall be conducted and reported
by the Testing Laboratory before final acceptance to
guarantee in conformance with DOT Type S-1 Specifications.
D General:
(1) Concrete curbs shall be as shown and detailed on the
Drawings. Catch basins, drains, approaches, etc. shall
comply with local specifications.
(2) This Contractor shall protect all work from damage by his
equipment and, upon completion of the work, he shall clean
up and remove from the property all surplus and discarded
materials, rubbish, etc. and restore all damaged property
to the satisfaction of the Architect.
(3) Install 3" wide stripping as called for on the Plot Plan.
(4) This Contractor shall guarantee the pork in this Division
for a period of one year (1) and agree to replace any
defective work during that period at his own expense.
2.18 Earth Work
o See Site and Building Drawings for earth work involved - cutting and
filling. It shall be the responsibility of the General Contractor to
shape to the final finish grades as called for. All fill shall be
clean sand gravel fill, free of weeds, organic matter and trash.
Remove any organic matter found in building and paving areas. Save
all trees possible.
Compact soils in building areas as called for on Drawings and Soil
0
Boring report. Furnish all tests required.
Footing trenches may be cut into natural well compacted grade; how-
ever, forming should be used where sides of trenches are not firm.
2.19 Site Drainage
See Site Drawings for drainage details including swales, drainage
structures, holding ponds, etc. The Contractor shall construct the
building and paving to control the flaw of water away from adjoining
private property and into the public storm drainage system and/or holding
ponds. Obtain necessary permits and/or approval from local Pollution
Control Agency and Public Works Department.
2.30 Landscaping
See Site Drawings - Sheet #1 - for directions. The General Contractor
shall coordinate and cooperate with Landscape Contractor to prevent
conflict ins conflicts and scheduling of work.
/,v// ",i 7 7
` . I
24. GENERAL CONDITIONS (Continued)
jP
°
(d) 9.3.3 - add: "The Contractor shall submit copies of
partial lien waivers from all sub -contractors and material
suppliers covering all monies received from previous
payments with each application for payment, after the
initial draw."
(e) 9.7.3 - add: "Prior to submission of the final
application for payment the Contractor shall furnish
the affidavit as per Florida Statutes, Section 713.06(3)(d),
Florida Mechanics Lien Law."
2.02
Any clause in General and Special Conditions takes precedence
over AIA General Conditions.
3. INTENT
OF PLANS AND SPECIFICATIONS
3.01
The intent of the Plans and Specifications in to prescribe a
complete Work or improvement which the Contractor undertakes
to do in full compliance with the Contract Documents, The
Contractor shall do all Work as provided in the Contract
Documents, and shall do such additional work as may be nee-
essary to complete the Work in a satisfactoryand acceptable
manner.
3.0
The Plans and Specifications are intended to be complimentary.
Anything mentioned in the Specifications and not shown on the
Plans, or shown on the -Plans and not mentioned in the Speci-
fications, shall be of like effect as if shown or mentioned
in both. Generally, the Specifications describe Work which
cannot be readily identified on the Plans and indicate types,
qualities, and methods of installation of the various materials
and equipment required for the Work. It is not intended to men-
tion every item of Work in the Specifications which can be
adequately shown on the Plans nor to show on the Plans all items
of Work described or required by the Specifications even if they
are of such nature that they could have been shown thereon. All
materials or labor for 'Work which is shown on the Plans or is
j
reasonably inferable therefrom as being necessary to produce
a finished job shall be provided by the Contractor whether or
i
not the Work is expressly covered in the Specifications.
3.03
The Plans and Specifications and all supplementary Contract
Documents are intended to describe a complete Work and are
o
essential parts of the Contract. A requirement occuring in
any of them is binding. In cases of discrepancies, figure
dimensions shall govern over scaled dimensions. Specifications
shall govern over'Plans, Special Provisions shall govern over
both General and Technical Specifications, larger details over
smaller scaled drawings. The Contractor shall not take advan-
tage of any apparent error or discrepancy, he shall immediately
call this to the attention of the Architect.
' 4., DIVISION OF WORK
4.01 The organization of specifications into division, sections and
J paragraphs and the arrangement of plans are not intended to
control the Contractor in dividing the work among subcontractors
or in establishing the extent of work to.be performed by any
trade.
5. CONTRACTOR QUALIFICATI01
5,01 Contractor hereby
and drawings and
%62 Contractor hereby
familiar with the
a 5.03 Contractor hereby
work.
V
declares he has read all specifications
that he understands all conditions.
declares he has visited the site and is
conditions affecting the work.
accepts all conditions affecting proposed
GENERAL CONDITIONS (Continued)
6..
PERMITS, LAWS, CODES, ORDINANCES, ETC.
6.01 Comply with all federal, state and municipal laws, codes,
ordinances applicable to work, including O.S.H.A.
6.02 If above laws conflict with specification, then the laws shall
govern except where specification exceeds them in quantity or
quality of materials or labor.
6.03 Contractor shall obtain and pay for all permits, fees, legal
notices, etc.
Architect shall be
furnished with certified copies of permits before work proceeds.
6.d14 Owner shall secure and pay for permanent electrical connection.
7. SUBSTITUTION OF MATERIALS
7.91 Materials as specified represent required standards.
Substitutions may be proposed in writing during bidding with
adepate supporting data.
7.02 Approval of substitution will be executed as an addenda to all
bidders. Use of material dependent on architect's avvroval.
8. TEMPORARY UTILITY SERVICE
8.61 Contractor shall furnish and pay for
used in the construction.
8.02 Contractor shall furnish and pay for
I' water used in the construction.
temporary electric service
temporary water service and
8.03 The Contractor shall erect on the building site a temporary
office with telephone, and necessary sanitary facilities to
comply with local Health Department regulations.
8.04 The Contractor shall erect one sign on the building site -
4' x 8' with the name of the project, the Contractor, Owner,
Architect, Engineers, Sub -Contractors and Material suppliers.
No other advertising signs shall be posted.
19. COORDINATING SERVICE CONTRACTORS INSTALLATIONS
9.01 Contractor shall allow rough -in work by service firms employed
'i by Owner, and coordinate their work.
i 9,02 This includes:
Vault evaporative oondenpers installation
Air conditioning unit inbtallati_on
Fixtures installation
o Freezer installation
Sign installation
9.03 Such work shall not a>nstitute acceptance of the building by
owner.
9,04 Such contractors shall be responsible for the work, damage
to other work, and clean up of their work.
10:, FINAL ACCEPTANCE
10.01 _Contractor will provide Owner with written evidence of city
building inspector approval of all trades' work, and a
Certificate of Occupancy.
10.02 Architect will make final inspection and ,issue letter of
acceptance and final inspection report.
` G
3• CONCRETE
Scope of Work: See drawings for location, size and shape of concrete
work - columns, footings, beams, floor slabs,. walks and light
weight concrete roof deck. See General and Special conditions.
3.1 Concrete Materials
(a') Portland cement shall comply with A.S.T.M. #C150.
(b) Concrete aggregates shall comply with A,S.T.M. #C-33.
(c) Water shall be drinking quality.
(d) Sand shall comply with A.S.T.M. #C-144.
(') Reinforcing bars shall comply with A.S.T.M. #A-615-729
grade 60, except stirups and ties shall be grade 40,
( ) Woven wire mesh reinforcement shall comply with A.S.T.M.
#A-185-73.
(g) Ready mixed concrete shall comply with A.S.T.M. #C-94-71
1. Concrete for footings, columns, beams and fill cells
shall be Grade "A" with 28 day compressive strength
not less than 39000 p.s:i.
a. Concrete shall contain an air -entraining admixture
to provide 3%-6% air content.
b. Concrete shall be delivered at site with slump
between 3" and 4".
c. Concrete shall have a water cement ratio with
maximum 6.5 gallons of water per sack of cement.
d. Concrete shall have a minimum 51 sacks cement
per cubic yard of concrete.
2. Concrete for floor slabs, and sidewalks shall be
Grade B with a 28 day compressive strength not
less than 2,500 p.s.i.
a. Same as 1 a.
b. Same as 1 b.
o. Same as 1 c.
d. Concrete shall have A minimum 5 sacks cement per cubic
yard of concrete.
(h) Submit shop drawings for all rebars used including details
for stirrups, dowels, etc.
3.4. Lightweight Concrete Roof Deck System (Optional with Contractor)
(a) Provide a light weight insulating concrete roof deck where
o called for on.the drawings.
(b) Consult the specifications of other trades which may
have a bearing on the work covered by this Division. (Div.5.5)
(c) The roof deck shall consist of a 2" minimum thick light
weight concrete slab containing one part Portland Cement
to six parts water proof "Zonolite" (or equal) aggregate,
and having an oven dry density of 22-28 p.c.f, and a
compressive strength of 125-225 lbs./sq. inch.
(d) The roof deck shall be installed over 26 gauge galvanized
metal deck welded to the steel bar joists. Metal decking
furnished under Div. 5.5.
('e) Consult plans and other trades for location and size of
necessary openings.
('•f) All concrete roof surfaces shall be screeded to an even
plane, free of depressions -and left smooth to receive
the built-up roofing.
�.y FORMWORK
a Materials
1. Forms for all exposed concrete work shall consist of 3/4"
'
thick "B-B" Plyform Class II exterior A,P•A. oiled and
edge sealed or 3/4" thick HDQ - exterior A.P.A. plywood.
2.
Anchors, ties, clamps as required to adequately shore
up forms while concrete cures.
. 3.
S4e soil boring report for foundation work required.
(b) Installation
1.
All concrete footings, columns and beams shall be formed
and poured to sizes indicated on drawings. All work
shall be in accord with A.C.I. specifications. If, in
the opinion of the Architect footings cut into natural
earth are sufficiently firm to prevent cage -in during
pouring, footing forms may be omitted. Compact all
footing trenches as soil report directs.
2.
Set rebars, ties, anchor bolts and plates as called for.
Pipe penetrations thru columns and beams shall have steel
sleeves of adequate strength -furnished by others.
3.
Provide minimum protective covering of concrete for
rebars as follows:
Beams - 1j" clear of steel
Slabs - 3/4" clear of steel
Footings - 3" clear of steel - sides and bottom
- 2" clear of steel - top
Columns - 1j" clear of steel
4.
Provide construction joints as called for and where
.necessary, between 1/3 point and center of beams.
5.
Concrete for exposed beams and columns shall be vibrated
into placeto provide a smooth dense surface, free of
•
voids. Provide 3/4" chamfered corners where exposed
to view. Concrete shall not be dropped into column
forms greater than 48 inches. Concrete may be pumped
°
to greater depths.
6.
Do not remove side forms for beams and columns for
minimum 48 hours after pouring. Do not remove bottom
forms for minimum 7 days after pouring.
7.
Hand or machine rub with cement grout to fill any small
voids except consult Architect about any hondbombs. Grind any
projections for form joints smooth.
n 8.
Moist cure concrete work for 7 days after pouring.
0 9.
Concrete for floor slabs shall be poured in alternate
sections at construction joints. Concrete slab edges shall
be formed and poured, except where slabs abut masonry walls
or metal construction joint forms. Provide preformed
expansion joint filler at intersection of floor slab and
masonry walls - 1/2" thick.
10.
Provide a vapor barrier under all interior slab areas -
furnished under Div. 7.9. Earth fill shall be level and
sprinkled and well compacted prior to pouring floor slabs.
Tie wire fabric laps at 12" and lap 6"
11.
Floor slabs shall receive a rough finish for monolithic
terrazzo.
12.
Moist cure floor slabs with a moisture holding material
such as burlap for a minimum 7 days.
13.
Pipe or other penetrations thru the floor slab shall be
coated with an asphaltic coating and wrapped with 90# felt
or other non -rotting materials.
14.
Co-ordinate with 7-11 Equipment Supplier rio to ourl
drawfor c�'orrec
concrete floor, to obtain final shop
opening sizes.
3.5-- FORMWORK(Continued)
W
(c) Testing
6
1. Provide and pay all costs for test reports for concrete
used in footings, beams and columns.
2. Samples shall be made as per A.S.T.M. #C172-71 "Method
of Sampling Fresh Concrete."
3. Tests shall be made as per A.S.T.M. #C39-71 "Method of
Test" for compressive strength of Molded Concrete Cylinders".
4. The testing laboratory shall make (3) three cylinders for
each continuous concrete pour. The 1st cylinder to be
tested at seven (7) days, the 2nd at 28 days and the 3rd
for special tests that may be required.
5. Furnish the Architect and Owner copies of all test
results. The testing lab shall be approved by the
Architect and Owner prior to pouring.
6. Any concrete failing to meet design requirements shall be
replaced.
4 MASONRY
I -
4.4 Unit Masonry
(a) Install concrete block and brick as called for on drawings.
(b) Build and fill lintels and fill cells where called for
including reinforcing, ties,,joint reinforcement and bolts.
(c) Concrete block shall conform to A.S.T.M. #C-90-71.
(d) Concrete block joints shall be "tooled" where left exposed
'and provided with flush joints where coated.
(e) Lay blocks level and plumb with flush vertical faces.
All horizontal and vertical joints shall be in straight
alignment. Joints shall be laid with full mortar coverage
shoved tight.
(f4 Cover top of all masonry walls at end of each working
o period to prevent moisture penetration.
(g) Brick shall equal "Bickerstaff Clay Products Co., Inc." wire
cut pink #50 - standard size brick units. Lay brick in common
running bond with tooled joints - plumb and level.
(h) Provide a water -proof coating of "Lamberts" Waterban #30
over exterior face of concrete block to receive brick veneer.
4.8 0 Masonry Accessories
(a) Provide "Dur-O-Wall" galvanized type "S" steel truss
(#9 gauge) reinforcing in every other horizontal masonry
course and first two courses above and below any opening
and 24" beyond openings. Provide 12" wide trusses where brick
veneer occurs ® 161, o.c. vertically.
4.9 Mortar
(a) Mortar shall be type "N" (750 psi) to comply with A.S.T.M.
#C-270-71T.
(b) Sand shall comply with A.S.T.M. #C-144.
4.10 Masonry Cleaning
(a) Clean exposed masonry units with "Sure Clean" #600 detergent
as per mfg. specifications. Do not use any commercial
solvents as acid.
S.' METALS
�5 3 See
Division 9.6 for interior steel stud framing furnished
under that Division.
a I
- 5.4 Structural Steel and Steel Joists
(a)
Scope of work:
'
The work in this division includes the furnishing and
°
erection of all steel angles, beams, open web joists,
columns and any other structural steel indicated on
the drawings, and required for and reasonably incidental
to the proper completion of this branch of work.
('b)
General
The current rules and practices of the American Institute
of Steel Construction, shall govern this work, except
as otherwise noted on the drawings or as otherwise
specified. Welding shall be in accordance with "Standard
'I
Code for ARC and GAS Welding in Building Construction"
of the American Welding Society. All materials shall
1
conform to A,S.T.M. A-36 Specifications except where high
strength steel is specified for joists.
(c)
Fabrication
All structural steel fabrication shall be as follows:
1. Shopifabrication shall be by means of are welding.
2. Field erection shall be by means -of are welding and/or
bolting. All connections not specifically shown
as bolted shall be are welded.
3. All bar joists shall be fabricated by a member of
the Steel Bar Joist Institute or other Fabricators
of steel joists, who must be approved by the
Architect before bidding on the work.
(d)
Cutting and welding
All cutting and welding shall be in accordance with
current A.I.S.C. tentative standard details and current
code for Are Welding and Gas cutting of the American
Welding Society.
(e)
Connections
All connections not specifically detailed shall be
designed, detailed, and constructed to sustain maximum
reaction for which member concerned is capable.
(,f)
Shop drawings
1. Before fabrication of any item under this Contract,
this Contractor shall furnish the Architect with
four (4) seas of shop drawings. The Architect shall
make corrections, if necessary, and return them to
o
this Contractor, two prints of the corrected approved
drawings shall be furnished to the Architect.
2. This Contractor shall make no additional changes
to the approved drawings and the fabrication shall
i
be in accord with the approved shop drawings in
every detail.
3. The shop drawings shall preferably be prepared under
the supervision of a Registered Structural Engineer
and shall be -presented in a manner conforming to good
standard practice.
j
4. The shop details of each joist shall show all member
sizes, all panel point locations and the weld size
and length of each joist.
(g)
Painting
:L
All steel joists shall be shop painted with one coat of
asphaltic paint before delivery to the job. All
structural steel shall be painted with one shop coat of
red oxide primer. After erection all scars and field
welds and bolts shall be spotted with similar coating.
W
Steel Joists
Open Web Steel Joists - Shortspan Series
1. Joists shall be of location and designation of which
is indicated on the drawings; design, fabrication, and
erection shall be in accordance with the specifications
®
of the Steel Joist Institute.
2. Provide suitable ceiling extension on joist ends.
N
T. 0 METALS (Continued)
(i) Erection
All steel joists and structural steel shall be erected level
and plumb. Provide temporary windbracing as required by code.
(j) Inspection
1. The Contractor shall have the steel joists visually
inspected after erection, by a reputable testing
laboratory. The selection of the laboratory shall
be approved by the Architect.
2. The visual inspection shall cover welding, bearing,
deflection, bridging, alignment, and any other de-
tails necessary for good construction practice.
3. The/inspection report will be paid for by this
Contractor and a copy sent to the Architect., Owner
,and Building Official.
4. Should the inspection suggest further tests and/or
replacement due to faulty workmanship, the cost of
theee tests and/or replacement will be borne by
this Contractor.
(k) Steel framing
1. Channels, angles, beams, tees, columns, and other
steel framing members shall be provided where shown and
1 called for on the drawings, and according to the details
and notes thereon.
2. Structural steel framing, where shown by the drawings
to be exposed work, shall be of first class workmanship,
with joints neatly fitted and welds ground smooth for
neat appearance.
3. Structural steel member shall be free of loose rust
and scale before being painted in the Shop. Steel found
to have been painted over rust/scale will be rejected.
5.3 L;ghtgage metal framing - Interior steel studs shall equal "Monex"
wide flange steel studs of 20 ga. galvanized steel. Channel
tracks shall be of 20 ga, galzanized steel. Studs shall be
0 3 5/g" deep'. Install studs on 24" centers, well secured as per
mfg. specifications.
5.5, (e) Metal Decking for poured concrete roof - optional -with Contractor.
Hoof decking shall consist of "Tufcor" galvanized metal deck
with light weight concrete over. Decking shall be 26 gauge
w/4-9/16" pitch x 1-5/16" depth. Anchor deck to steel members
with anchor -type 16 ga. welding washers for plug welds as
® follows:
1. 4 washers per sheet width at all interior supports.
2. Every other corrugation at and spans - entire building
perimeter.
Deck shall have slotted or perforated metal centering
for venting.
Deck installation shall be visually inspected by the
Architect, or test lab prior to pouring concrete.
(b) Metal roof deck with insulation board.
i1. The work contemplated under this specification includes
all labor, materials, equipment and services necessary
for the proper completion of a metal roof deck, as shown
and called for on the drawings and hereinafter specified.
2. Consult the specifications of other traces which may
have a bearing on the work covered by this Division.
3. The roof deck shall equal "Inryco" It" deep - 22 gauge -
wide rib type IS" galvanized steel decking. Anchorage
and installation shall be as per mfg. specifications and
as called for on the drawings. Deck shall be designed
L for 30 p.s.f. live load and 45 p.s.f. uplift.
Q
ru
6t. WOOD AND PLASTICS
.6.1 Lumber
A. All lumber shall comply with PS 20-70 American Softwood
Lumber Standards. Each piece shall be grade stamped.
• Moisture content shall not exceed MC15 for framing lumber.
B.I Grades
1. Exterior
(a) Blocking lumber shall be "Pressure Treated #2 grade
S4S - Southern Pine"
(b) Finish lumber for trim, casings, mouldings shall be
pressure treated "C Finish" Southern Pine.
2. Interior
(a) Stud and blocking lumber shall be "Stud grade" -
Southern Pine.
(b) Shelving shall be "#1 panel Grade" Southern Pine
(c) Paneling, trim, moulding and other finish lumber
shall be "C-Finish" grade - white pine or popular.
6.3 Wood Treatment
A. All solid wood in contact with concrete, masonry or exposed
to the exterior shall be perservative pressure treated in
accordance with A.W.P.I. - LP-2 program. All treated wood
members shall have A.W.P.I. stamp.
6.4 Plywood
A. Exterior plywood for sheathing shall be "C-C exterior- APA" -
5/8" tk. 32/16 (Group 2)
B. Interior plywood for backing shall be interior APA "C-D"
plugged plywood.
C. Interior plywood for finish cabinets, paneling, etc., shall be
interior "A-B" APA
D.' Interior plywood for shelving shall be "A -DO interior APA.
a Exposed edges shall be cased with hardwood strips.
6.5 Prefabricated woodwork
113
0
A. Partition walls shall be steel studs - 3P deep ® 24" o.c.
- by others. See Div. 9.—Provide 2" x 4" wood fire
stop in all partition walls. Provide blocking
as required for anchorage of fixtures, cabinets, etc. All.
A woodwork shall be set level, plumb and tightly secured in
Place with nail, bolts or anchors as per accepted practice
and/or codes. Exterior anchors shall be of non -corrosive
materials. Exposed woodwork shall be installed level and
plumb with hairline tight joints, corners neatly mitered
and nails countersunk and caulked.
M
i Z.'t.7S
a. MOISTURE PROTECTION
Scope of Work - Furnish all labor, materials and equipment required
to install all built-up roofing, roof drains, sheet metal work,
and under slab damp -proofing. See General and Special conditions.
.7.1 Membrane Roofing
A. 1. The Roofing Contractor shall inspect the rough concrete
or metal roof deck which shall be firm, dry, free of
foreign matter and reasonable smooth. If the rough deck
is not in proper condition to receive the roofing the
General Contractor shall be requested to remedy any
defects.
2. Installation of rough blocking, cants and other items
should be completely secured prior to application of
roofing.
B.: Built-up roofing shall consist of a 20 year bondable built-up
roof equal to "Johns -Manville" specifications #601 for a slag
surface asbestos roof, for a flat non-nailable surface.
Surfacing material shall be blast furnance slag, applied at a
rate of approximatily 300 lbs. per. square. Built-up roofing
shall be applied over insulation board - See 7.15.
C., Provide and install a roof walk system cnns'isting of 3 layers
"Johns -Manville" #80 Flextone mineral surface asbestos cap
sheet - 36" wide -hot mopped down. See roof plan for location
and length. Alternate system equal to "Sealtight Whitewalk"
j pads 36" x 6.0" x l/2"thick as mfg. by W. R. Meadows, Inc.,
2 Kimball Street, Elgin, Illinois, 60120 will be accepted.
Hop mop pads to built-up roofing per mfg. specifications.
D. 1. Roof edging and gravel stop flashings shall equal "Johns -
Manville" specification #FE-70.
2. Vent pipe and other roof fixtures shall be flashed to
equal "Johns -Manville" Specifications #FE-60.
3. Parapet wall flashing shall equal "Johns -Manville"
Spec. #FE-3 - "Asbestile Five -Course Flashing System."
r E.I No bond shall be required but roofing contractor shall,
[[ guarantee roof and flashings for two (2) years from date
of finish application and replace all defective work.
7.2 'Metal Roofing (See drawings for details)
.
A. General Requirements: Gravel stop and save drip shall be
constructed of 0.032 aluminum -as detailed. Nail top flange
with flat headed nails at 3" O.C. staggered. Do not
R
face nail. Build stop and eave drip in 8 R. long strips
with 6'" wide clips*of same shape under each joint. Coat clips
with plastic cement. Anchor bottom of save drip by wraping
drip strip over a contineous clip nailed to wood blocking.
B. Roof drains, gutters, and downspouts where called for
shall be constructed of 0.032 aluminum; provide #4 hardware
cloth over drains and gutter. Attach gutters with 2" wide
band metal straps® 48" o.c. Attach downspouts with 3" wide
),band metal strips ® 720 O.C. All joints shall be neatly
soldered and sanded smooth. Leave all exposed metal work clean
and well secured.
C.., Provide and install 2 - 20" diameter roof gravity turbine
vents equal to "Penn" trubine gravity vents.
iNOISTURE PROTECTION(Continued)
7 A, Aluminum Soffit System
(a) Provide and install "Kaiser" Aluminum soffit system as
per mfg. recommendation. st of
(b) Soffit center row tof #SOF116VN®ventil tedFsections.-16 Color to
one
to
be white.
4 (c) Leave flit system ,
indition
a clean, level con,
secured well
B. Aluminum Shingle System sawn
(8) shakesuwithiagbaked-on l"Intern "Interequal national rough color enamel
finish. (Verify). Attach shingles as per mfg.
Provide matching trim accessories - strip, hip
pep
ridge caps, etc.
(b) Leave shingles straight in a good clean weather tight
installation.
(c) Equal products of other mfg. shall be accepted.
Where required by local code, shingles will be installed
in a class "A" system.
.10 Flashings etc., furnished by
A. Install flashings for vents, pipes,
others. Provide 0.032 aluminum pitch pans with 4" flanges,
2'" high filled with coal tar pitch or black plastic cement for
all roof penetrations. See drawings for details.
B. Flashings not otherwise called for shall be 0.032 aluminum.
7.14 Building Insulation
A. I. Provide full thick mineral fiber insulation batts in
ceilings where called for.
2. Mineral fiber batts shall have a non reflective casing
with an internal vapor barrier and with an (R) thermal
a resistance value of 19. Batts to comply with Federal
Specifications #HH-I=821 Type T.
3. Install
batts
with
vapor
gbarrier down laid over
acoustical tile
4. Replace wet or damaged batts with new materials.
7.15 Roof Insulation (For metal deck roof)
h6 Provide and install 1" thick "Johns -Manville" "Fesco" insulation
board per specification #502• Provide minimum 4 mechanical
fasteners per sheet - all sheets. Installation shall include
hotamoppedrtoemetalsdeck.lg of Roo'fjsystembshall complystos iwithng elt -
current "Factory Mutual Loss Prevention Data Sheet #1-28."
0
0
U
m
•
8.
DOORS AND WINDOWS
Scope of Work! Furnish all labor, materials and equipment
required to install aluminum entrance doors and store front,
o
doors and jambs, and glazing. See Drawings for
CDmetal
location, size and type of doors, store front sash and glaz-
ng required. Rough concrete or metal openings shall be
provided by others; however, this Contractor shall furnish
anchors and rough opening dimensions needed.
8.1
Entrances and Store Fronts
A
Materials:
Aluminum entrance door and store front are furnished as a
package, pre-cut and sized by Amarlite-Anaconda, P.O. Box 1719,
Atlanta,.Georgia 303019 telephone (404)691-5750. Doors shall
1
be Standard Safety Line with finger guards. Sash shall be
4" deep flush glazing type. Break metal trim shall be .050"
gauge. Finish of all metal shall be "Amanodic" hard coat
(AA-C22A42) dark bronze. Doors and sash shall be extruded
aluminum AA-6063-T5 alloy. Weathering to be silicon ,treated
plastic pile.
B
Installation:
1. Install all doors and sash per manufacturer's Shop Draw-
ings and Architectural Drawings. Doors and sash shall
be well secured to withstand 25 p.s.f. interior area and
35 P•s.f• coastal area lateral wind pressure.
2. Install doors and sash Level and plumb with hairline tight
joints and free of scratches and burrs. Replace damaged
members. Leave doors in good working condition, free of
defects.
8.2
Steel Doors and Frames
m A
Materials:
Exterior steel doors shall equal "Amweld," Series #15009 full
flush. Doors shall be 1-3/4 thick x 18-gauge with 6-gaugge
hinge reinforcements. Steel jambs shall equal Amweld #400
Series, 1-3/4" deep x 5-3/4" wide x 16-gauge. Doors and jambs
shall have a baked -on grey primer finish. Provide six (6)
galvanized steel "T" anchors - three (3) per side.
® B
Installation:
Install steel doors and jambs level and plumb, and well
secured. Doors shall be left in good working condition,
free of defects.
Wood Doors
A
Materials:
Wood doors (interior) shall comply with Architectural Woodwork
Institute Specifications for Type K-1 (Custom Grade standard
thickness face veneer) with hardboard veneer for painting.
B
Installation•
Install doors level, plumb and well secured. Leave doors in
good working condition, free of defects.
8j26
Glazing
A
Materials:
Glass for entrance doors shall equal 3/16" thick bronze tinted
tempered safety glass as manufactured by Libby -Owens -Ford
Company, Toledo, Ohio. Glass for store front shall equal
"
1/4 thick bronze tinted float glass for areas with 25 p.s.f.
o
wind load, and 1/4" thick bronze tinted and tempered float
glass for areas with 35 P.s.f. wind loads (coastal areas) as
manufactured by L-0-F Company.
B
Installation:
All glass shall be installed as per manufacturer's recommenda-
tions in compression type Neoprene gaskets with glass labels
showing. Leave glass level and plumb, well secured with all
o
edges and corners sealed tight.
0
l-'5 -a7
JA--76
90 FINISHES
Scope of Work Furnish all 'labor, materials and equipment
required to install acoustical 'Qeiling system, drywall, and
painting. See General.and Special Conditions.
� r
9.1 Acoustical Ceilin slocatitem
Seeldrawings for on of Acoustical Ceiling System.
A.� M'aterials:
-il.
Acoustical the grid units shall equal "Armstrong"
"Minaboard" lay -in non-combustible mineral fiber
ppanels -
Georgian Design #764 - microperforated texture, 24"
x 48"
and 24" x 24" x 5/8" vinyl latex coated, square edge, as
manufactured by "Armstrong Cork Co..". Tiles shall have
a flame resilstant factory applied finish with a light
reflecting factor of at least 75%• Tile shall conform
to Federal Specifications#SS-S-118a type III, class 25
W/U,L. label. The exposed grid suspension system for
supporting acoustical tile units in place shall consist
of "Armstrong'" "T" runners, channel shaped wall mouldings
and other special accessories necessary for a complete.
installation. All metal shapes to have a baked on white
enamel finish. Suspension system shall comply with
A.S.T.M. #C635 and installation shall comply with A,S.T.M.
#C636.
B.
I Installation
ail.
Acoustical tile units shall be installed in a true
and even plane, in straight line courses laid out
symmetrically about center lines of ceiling or panel.
Border tile shall be not less than 12" wide. Neatly
fit border tile against vertical surfaces to form a
„I
tight joint. Provide wall moulding at perimeter of each
room or panel.
2.
Carefully examine air conditioning and electrical
u
plans, roof framing plans, and architectural details
and coordinate a ceiling pattern with the respective
trades at the time of laying,out their work to effect
a minimum cutting of tiles and metal grid.
®•'13.
The metal grid suspension system shall be similar to
the exposed grid assembly system of the "Armstrong Cork
Co.", or approved equal. The system .shall be installed
in accordance with the mfg. recommendations. Provide
adequate hangers around ceiling light fixtures, A/C
grilles, etc. to prevent settlement.
4.
Do not install panels until interior relative humidity
p
is below 80% and building is' "Closed 'In,"
(a) Samples - submit samples of acoustical tile units
and of accessories as requested.
(b) Protection - clean all spots and blemishes from
completed work, remove and replace defective or
damaged units and leave ceilings in clean condition
at completion of job.
(c) Guarantee - the acoustical sub -contractor shall
guarantee all work under this division for a period
f
of one (1) year.
0
r
9.G Drywall
C
Consult the drawings ('In particular the Room Finish Schedule)
for areas to receive drywall. Metal studs furnished under
Div. 5.3.
Provide following materials - U. S. Gypsum Company specified,
or other approved equal..
1. 1/2" Sheetrock "SW" Firecode Gypsum Board to comply
with A.S.T.M. #C36-70.
2. U. S. Gypsum recommended screw anchors, joint compound
and tape to comply with A.S.T.M. #C-475-64.
3. U. S. Gypsum "Texture II" texturing paint for all Paintsd
partitions.
4. U', S. Gypsum recommended metal corner bead, end casing
and control joint trim.
Installation
1. Install drywall partitions in accordance with U. S.
Gypsum s specifications #SA-927 and handbook #WB-52.
(a) Partitions to receive a "painted" finish shall be.
given an orange peel textured coating of"USG Texture II"
coating applied at a rate of 200 square feet per gallon
as mfg. recommendations'.
(b) Partitions to receive an overlayment of paneling
shall be left with a smooth surface with joints taped
and caulked.
2. Provide mfg. recommended metal trim at exterior corners
and edges abutting door, window and other jambe.
3. Drywall shall be installed within a temperature -range of
550 - 750 with adequate ventilation to remove excessive
moisture. Building should be closed -in prior to installing
drywall. Attach drywall to steel studs with an electric
screw gun as per U.S.G. Handbook #WB-52..
4. Steel studs shall be attached to channel tracks at top
sill and set on 24" centers. Provide fire stops in all
walls. Provide wood blocking as required for anchoring
door jambs, cabinets and other equipment. Studs shall be
installed in a plumb straight manner.
5. Leave all partitions,plumb, straight and in a clean secure
manner.
0
�g_y_,7S
ADDENDA NO. TWO
9. FINISHES
(Continued)
0
9.9 Painting
M
A. General Requirements: Furnish all labor, materials and
equipment necessary for painting of all surfaces called
for on Drawings and in Specifications.
B. Materials: Paint materials and manufacturers are specified
In Schedule. Other manufacturers will be considered if a
material list and specifications are furnished the Architect
for approval prior to bidding.
1. Paint products shall equal "Pittsburgh" products of
PPG Industries, Pittsburgh, Pennsylvania 152.22 and
Samuel Cabot, Inc., One Union Street, Department 1977,
Boston, Massachusetts 02108.
2. Nn paint materials shall contain in excess of 0.5
lead by weight in the dried film FEaEe
3. -C—aljlktng shall. equal "Pecora" #BC-158 Butyl rubber
sealant as manufactured by Pecora Corp., 1741 Tu1L
Circle, N.E., Atlanta, Georgia, telephone Area Code
4oli 636-1427.
4. Deliver all paint materials to ,job site in sealed
original containers.
Preparation:
1. Clean all surfaces of dust, dirt, rust, etc. prior
to painting. Fill any holes, scratches, etc. with
acceptable putty materials. Sand all metal and wood
surfaces smooth prior to painting or staining. Fill
knot and sap spots with 2-lb. cut shellac prior to
priming. Solvent clean all metal surfaces of grease
and oil.
2. Provide adequate lighting (Minimum 20-foot candles)
for all surfaces to be painted.
3. Verify moisture content of all wood and masonry
materials prior to painting Do not paint surfaces
exceeding recommended moisture, content - 12% concrete
and masonry materials - 15% wood surfaces.
4. Fill all counter -sunk nail holes in woodwork with
matching putty caulking.
5. Provide sample panels for each type of surface, painted
and stained for Architect's approval prior to applica-
tion of paint.
6. Do not paint In high humidity, extreme heat or cold
D. Paint Schedule: (MWF=Minimum wet film thickness)
1. Exterior:
a_ Concrete, Stucco &Concrete Block: Painted Finish -
Pittsburgh Spec. #10, 2 coats "CementhLde" Latex
masonry paint. MWF 5.4 mils. (No primer required).
b. Concrete, Stucco & Concrete Block: Sprayed -on
coating only where noted on Drawings - "Colorcrete"
or "Ma rbLecree'- � o rcre e 711 Buff-P color)
applied as per manufacturer's specifications,
c. Brick: No treatment required.
d. Metals: n. Pittsburgh" Spec. #L6
lat coat: PPG Inhibitive Red Primer, water base,
MWF 3.2 miLs.
2nd & 3rd coats: "Soeedhide" Exterior-InterLor
Enamel - MWF 3.6 mils
e. Exterior Wood Trim: Natural finish - siding & shakes
"Cabots Red Cedar Stain applied as per
manufacturer's recommendations.
Note: Provide sample for approval r��io��r to staining.
f. Wood Trim: Painted Finish - "Pittsburgh-" Spec. #3b
1st coat: ' un- roo primer, MWF 4.0 mils.
2nd & 3rd coats: "Sun _Proof" latex gloss House & Trim
paint. MWF 3.6 miLs
M
August 13, 1977
ADDENDA NO. TWO
P _
FINISHES
a nn.ink
D. a�i Schedule:
2. Interior:
a. Dry Wa l l
Lst coat:
2nd
coat:
b.
Dry
Wall
1st
coat:
2nd
coat:
c.
Woodwork:
let
coat:
2nd
& 3rd
d.
Concrete
1st
coat:
2nd
coat:
e.
Metals:
let
coat:
2nd
& 3rd
Continued)
Continued
Continued
(Walls Only) -"Pittsburgh" Spec. #36
"Pitt -Glaze" otgmented Sealer #L6-8
MWF 3.2 mils.
"Pitt -Glaze" (Mellow ivory color) gloss
coating. MWF 4.O mils.
(Ceilings Only) - "Pittsburgh" Spec. #32a
"Manor HallLatex flat enamel, reduced with
one pint of water per gallon. MWF 3.6 mils.
"Manor Hail" Latex flat enamel (Ivory pearl
#P-459 color). MWF 3.6 mile.
Painted finish: Shelving, trim, doors,:
"Pittsburgh" Spec. #40a.
"Speedhide" Quick -dry enamel undercoater
MWF 3.5 mils.
coats: "Speedhide" Latex Semi -gloss
enamel. MWF 3.6 mils.
k Masonry: "Pittsburgh" Spec. #31
"Pitt -Glaze" Block Filler.
"Pitt -Glaze" (Mellow ivory color) gloss
coating. MWF 4.0 mils.
"Pittsburgh" Spec #52.
"Speedhide" Machine Primer MWF 4.6 mile.
coats: "Satinhide" Lo-Luster Enamel
MWF 3.5 mils.
E. Application:
I. Final coat of paint or stain must have visual evidence
of solid hiding and uniform appearance.
a 2. There shall be no visible evidence of runs, sags, cur-
taLns or other evidence of poor application.
3. All coats shall be thoroughly dry before applying
succeeding coats, unless specifically exempted by
material manufacturer.
4. Make edges of paint or coating adjoining other materials
or colors sharp and clean, with no overlapping.
5. When paint or coating is brush applied, each coat must
be brushed out uniformly to eliminate laps, skips and
excess brush marks.
6. When paint or coating is roller applied, proper skill
must be used to avoid all sign of lapping and excess
paint lines from edge of roller. When cutting in with
brush is required, these areas must be of same texture,
color and hiding as adjacent areas to assure good
appearance.
7. When paint or coating is applied by spray, it must be
done before the installation of fixtures, hardware,
flooring and other finish items unless thoroughly pro-
tected. It shall be applied only by skilled painters
to assure a uniform finish with no evidence of poor or
improper application.
8. Each coat of clear finish shall be lightly sanded and
wiped free of dust before applying next coat.
9. Exposed piping, conduit, ductwork, hangers and related
or similar materials shall be painted the color and
texture of the wall or ceiling ad,acent. The purpose is
to visually hide the exposed material. When adjacent
a surfaces are unpainted, match the general color.
Excce�tLono:-Where specta1,pipe coLor codtng.'Ia specified.
LO EaE -of oa•Lnt -or e coating shall be of a visible
difference ,from �preceding :coat: n:.,
L1. Each coat of paint or -a,. -coating shaLl--be L•nspected by
Owner's construction supervisor before -next coat is . '
applied Only after,inspectLon and approval will credit
be given for that coat.
0
Fpugust 13, 1977
•ADDENDA NO. TWO
9. _FINISHES Continued
9.9 a n n Continued
E. pp ca ion: Continued
0
12. Each coat of paint to be applied uniformly at mini-
mum wet film rate furnished by manufacturer of paint
or coating used on project.
13. Spot painting to correct soiled or damaged paint
surfaces will be allowed only when touch up spot is
blended into surrounding finish and is invLsibLe to
normal viewing; otherwise, re -coat entire section
to corners or visible stopping point.
lh. Caulk all joints between wood, drywall, metals, masonry
as required to provide neat weather -tight ,joints;
caulking beads should be uniform in width and large
openings back-fLlled with, inert material. If necessary
enlarge joints to provide a good bed for caulking to
bond to.
15. All paints shall be mixed and applied as per manufact-
urer's recommendations for application in this area to
produce desired color and density
16. ,Painting contractor shall clean up all splatter and
restore any damaged surfaces to original condition.
TRemove all rubbish from job site.
Balance of paint materials left shall be turned over to
Owner.
August 13, 1977
1.,' General Requirements:
be
e.,
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g.
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c,
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e.
Furnish and install a complete plumbing system consisting of
soil, waste and vent piping, cold and hot water systems,
fixtures with standard trim including piping required for special
equipment - floor drains, etc.
See drawings for location of equipment, fixture model numbers
and other information. Division I, General Specifications
are included in this division.
All work shall comply with applicable requirements of the
latest edition of the Southern Standard Plumbing Code with
local modifications and other appropriate agencies - Local
and State Health Departments.
Provide all permits required for all plumbing work including
sewer and watr connection (tap) fees.
Other special fees such as water or sewer lateral charges,
pollution fees, extension charges, highway jacking expenses
not included in the contract, shall clearly be made known to
General Contractor and Owner prior to start of construction,
otherwise this contractor shall be held responsible for all
expense of providing utility services.
Provide temporary sanitary facilities as required by local
regulations for use.of construction workers.
Co-ordinate with other trades for early and proper installation.
of all equipment to prevent excessive cutting and patching and
avoid interference with other equipment.
Connect all equipment furnished by others such as dishwashers,
lee maker refrigerators,.food waste grinders, etc. Obtain
rough -in requirements prior to construction.
Provide septic tank and grease interceptor systems as called
for on -drawings, including permits, pereulaton tests, etc.
Plumbing Material
Sanitary and Vent Piping
(1) No -hub cast iron joined with neoprene gaskets and stainless
steel couplings.
(2) Plastic pipe joined with solvent .cement.
(3) DWV copper tubing with 50/50 tin -lead soldered joints.
(4) Fittins as recommended by pipe mfg. and S'.S.P.C.
Water Piping
(1) Type "L" or "K"cold hard drawn seamless copper tubing
as required.
(a) hard tempered - above grade
(b')' soft tempered - under or in concrete floor slabs.
(2) Provide 1" x 12" air chambers ® all hot and cold water line
take offs to all fixtures, except where "engineered" arrestors
are required. Provide "engineered" water hammer arrestors in
all fixture branch lines equal to "Josam" 1485 series (to
comply with PD1-WH2O1-1965 standards) where water pressure
exceeds 65 p.s.i. and/or fast closing valves are installed.
('3) Fittings as recommended by mfg. or S.S,P.C. Solder shall
be 50/50 tin -lead.
(4) Insulate all hot water lines with 1/2" fiberglass moulded
pipe covering.
Gas Piping (if called for) - Schedule 40, grade 8 wrough iron
Waterproof membranes shall equal "Compotite" waterproof membrane
with wt.=0.40 lbs/sq.ft., installed as per mfg. specifications..
Fixtures - see schedule on drawing. Equal fixtures by other
mfg. shall be accepted. All exposed trim - escutcheon planes,
valves, supply arms, drains, traps, etc. shall be chrome plated
17 gauge brass with matching fittings. Provide all necessary
trim and supports, hangers, etc., required for securely anchor-
ing all fixtures, Damaged trim or fixtures shall be replaced.
Flashings - Sheet lead 4 1,bs. per sq, foot to comply with
S.S.P.C. Flash all pipe penetrations thru exterior roof and walls.
Provide clean outs and manholes (Pre -cast concrete) as per
S,S.P.C. Clean and test all pipe systems as'per S.S.P.C.
Sections 107.4, 107.6 and 107.7, Floor clean outs to equal
"Zurn #A-1326." Wall clean outs to equal "turn-#1315-1"
with #Z-1.395-1 box with chromium tops.
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