HomeMy WebLinkAboutADDENDUM NO 1 Waterloo Exposition Grounds Public Market Building
City of Waterloo,Iowa
Addendum No.1
DATE: April 4,2008
ADDENDUM#: 1
PROJECT:Waterloo Exposition Grounds Public Market Building
PROJECT#:06109.01
To Prospective Bidders:
This addendum consists of 49 written sheets and 3 drawings.
This addendum forms a part of the contract documents and modifies the bidding documents dated 4.3.2008,with amendments and additions noted
below. Acknowledge receipt of this addendum in the space provided on the bid form. Failure to do so may disqualify the bidder.
Bidders shall make the following corrections or additions to the bidding documents.These items shall supercede,modify,and/or change all statements
or drawings to the contrary in the drawings and project manual and shall take precedence over these documents.Bidders shall base their bid on the
drawings and project manual and as modified by the changes herein stated.
Item Sheet/ Room#/ Description of Change
# Detail# Sheet Reference
Architectural
Drawing Changes
1 A1.0/Detail 7 Typ.Tree Planting Add to Typ.Tree Planting Detail:Trees to be Princeton Sentry Gingko,3"caliper,ball and burlap.
Detail
2 A1.0 Site Plan Add to Site Plan:Refer to S1.1 for stoop locations and sizes.
3 A1.1 Opening Schedule Opening E101.1 to be hollow metal frame in lieu of aluminum frame scheduled.
4 A1.1 Opening Scheule Opening E109 to be hollow metal frame in lieu of aluminum frame scheduled.
5 A2.1 Room Finish Add to Room Finish under Walls:Cleaning of existing interior tile walls is required,whether walls are to
be exposed(base bid)or painted(alternate).
6 A2.1 Main Level Floor Plan Add to Main Level Floor Plan:Contractor is to remove the concrete slab completely in Toilet Rooms 107
and 108 and install new slab.
7 A3.0 West Elevation Add to West Elevation:Wall openings required to be cut in west wall for new louvers for HVAC
units.Provide steel angle lintels over openings(3 1/2"angle per 4"thickness of masonry wall.
8 A4.0 Wall Section Eliminate from Wall Section:ALT.FOR GREEN ROOF.
g A6.0 Interior Elevations Add to Interior Elevations:Furnish 18"grab bars to be mounted vertically on side walls of each
handicap accessible toilet compartment.Position is be 40"from the back wall of the compartment,with
the bottom of the bar mounted 40"above the floor.
10 A7.0 Demolition Plan Add to Demo Plan:Original office areas(west of grid 3)has concrete ceiling structure with wood joist
above concrete.Remove the concrete strucrture.
11 A7.0 Demolition Plan Add to Demo Plan:9 roof penetrations over existing office areas.Following the removal of the
ducts/flues,remove wood decking where penetration occurs,and install new decking.
12 A7.0 Demolition Plan Add to Demo Plan:Contractor is to remove the concrete slab completely in Toilet Rooms 107 and 108
and install new slab.
13 S1.1 and A1.0 Foundation Plan Refer to A1.0 for configuration of stoops at entrances.Stoops are to be reinforced per notes on
structural drawings.
Specification Changes
14 00 41 00 BID Replace Section 00 41 00—Bid Form with attached Section 00 41 00—Bid Form.
FORM
15 01 22 00 UNIT ADD attached Section 01 22 00—Unit Prices.
PRICES
16 01 50 00 ELIMINATE section 01 50 00.
TEMPORARY
FACILITIES
CONTROL
17 01 5713 1.03 C ELIMINATE paragraph C.
TEMPORARY
EROSION AND
SEDIMENT
CONTROL
1g 01 70 00 2.01 D ADD paragraph D:"Patching Materials:Remove,protect,and reuse existing glazed tile at new
EXECUTION AND openings."
CLOSEOUT
REQUIREMENTS
1g 01 74 19 1.01A ELIMINATE paragraph A.
CONSTRUCTION
WASTE
MANAGEMENT
AND DISPOSAL
20 1.01D ELIMINATE paragraph D.
21 3.02 ELIMINATE paragraph 3.02.
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Waterloo Exposition Grounds Public Market Building
City of Waterloo,Iowa
Addendum No.1
22 02 82 33 ADD attached section 02 82 33-Removal and Disposal of Asbestos Containing Material.
REMOVAL AND
DISPOSAL OF
ASBESTOS
23 03 30 00 CAST-IN.2.04 A REVISE paragraph A to read:"Underslab Vapor Retarder:10 Mil Single ply polyethylene or equivalent,
PLACE complying with ASTM E 1745,Class A;stated by manufacturer as suitable for installation in contact with
CONCRETE soil or granular fill under concrete slabs."
24 04 20 00 UNIT 1.07 ADD paragraph"1.07 Related Sections";ADD paragraph A:"Section 01 70 00-Execution and
MASONRY Closeout Requirements:Patching Materials."
25 05 12 00 2.03 A REVISE paragraph A to read:"Galvanize structural steel members to comply with ASTM A 123/A 123
STRUCTURAL M.Provide minimum 1.7 oz/sq.ft.galvanized coating."
STEEL FRAMING
26 05 31 00 STEEL 2.02 A.1 REVISE paragraph 1 to read:"Galvanized Sheet Steel:ASTM A 924 with a minimum coating class of
DECK G30 as defined in ASTM A 653."
27 REVISE paragraph 3 to read:"Minimum Metal Thickness,Excluding Finish: 20 gage,unless noted
2.02 A.3 otherwise."
28 3.04 A ELIMINATE paragraph A.
29 05 50 00 METAL 1.01 A REVISE paragraph A to read:"Shop fabricated steel items,including:Steel angle brackets,exterior
FABRICATIONS metal trim, and miscellaneous steel supports."
30 ADD paragraph C:"Galvanizing of Non-structural Items:Galvanize after fabrication according to ASTM
2.03 C A 123/A 123M requirements."
31 0610 00 ROUGH ELIMINATE paragraph 2.05.
CARPENTRY
32 0710 THERMAL Complete tear off of roof is required
AND MOISTURE
PROTECTION
33 07 53 00 1.01 B REVISE paragraph B to read"Insulation,tapered."
ELASTOMETRIC
MEMBRANE
ROOFING
34 1.08 REVISE paragraph to read:
A. Provide manufacturer's 15 year Total System Warranty covering both labor and material with no
dollar limitation.Wind loads meeting requirements by 2006 IBC.Certification is required with bid
submittal indicating the manufacturer has reviewed and agreed to such wind coverage.
B. Pro-rated System Warranties shall not be accepted.
C. Evidence of the manufacturer's warranty reserve shall be included as part of the project submittals
for the specifier's approval.
35 2.01 A Manufacturers:Versico Roofing Systems approved for bidding subject to compliance with drawings and
specifications.
36 2.01 B.6 ADD paragraph 6 to read,"Firestone Building Products Co.:www.firestonebpco.com."
37 2.03 C REVISE paragraph C to read:
C.Soapavap'r
1. Thickness:31.5 mils.
2. Dimensions:45 inches x 133 feet(roll).
3. Roll Weight:82 pounds.
4. Gross Roll Coverage:499 square feet.
5. Bottom Face:Silicon release film.
6. Top Face:Tri-laminate woven polyethylene.
7. Tensile Strength,MD/XD,ASTM D 5147:68/88 ft-lbs/in.
8. Ultimate Elongation,MD/XD(%),ASTM D 5147:52/24.
9. Cold Bending,ASTM 5147:-31°F.
10. Static Puncture,ASTM D 5602:90 ft-lbs.
11. Tear Resistance MD/XD,ASTM D 5601:84/90 ft-lbs.
12. Lap Adhesion,ASTM D 1876: 138 ft-lbs.
13. Water Absorption(%),ASTM D 5147:0.1 max.
14. Peel Resistance,ASTM D 903:83 ft-lbs.
15. Water Vapor Permeance perm,ASTM E 96(Pro.B):0.017 ng/Pa-s-m2.
16. Air Permeability,ASTM E 283(at 75 Pa):<0.007 L/sec x m2.
17. Minimum Application Temperature:-14°F.
18. Resistance: 100%UV protected.
38 2.05 A.4 ELIMINATE paragraph 4.
39 2.06 A ELIMINATE paragraph A.
40 2.06 ADD paragraphs to read:
D. Surface Conditioner for Adhesive: Compatible with membrane and adhesive.
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Waterloo Exposition Grounds Public Market Building
City of Waterloo,Iowa
Addendum No.1
E. Thinners and Cleaners:As recommended by manufacturer,compatible with membrane.
F. Termination Bars:Stainless steel or aluminum bars pre-punched for fastening to substrate.
G. Sealants:As recommended by membrane manufacturer.
H. Cover Board:'%inch gypsum board,4 x 8 foot sheets,suitable with roof assembly,fasten
mechanically.
41 3.06 A ELIMINATE paragraph A.
42 07 62 00 SHEET ADD attached section 07 62 00-Sheet Metal Flashing and Trim.
METAL
FLASHING AND
TRIM
43 07 71 23 2.01 A REVISE paragraph A to read"Pre-Finished Galvanized Steel Sheet:ASTM A653/A 653M,with
MANUFACTURE G90/Z275 zinc coating,minimum 0.02 inch thick base metal."
D GUTTERS AND
DOWNSPOUTS
44 2.02 A Profile to be rectangular.
45 08 11 13 1.01 B ADD paragraph B:"Thermally insulated steel doors."
HOLLOW METAL
DOORS AND
FRAMES
46 Manufacturers:Pioneer Industries approved for bidding subject to compliance with drawings and
2.01 specifications.
47 2.03 B ADD paragraph B to read:
1. Grade:ANSI 250.8,Level 3,physical performance Level A,Model 2,seamless.
2. Core:Polystyrene foam.
3. Galvanizing:All components hot-dipped zinc-iron alloy-coated(galvanized)in accordance with
ASTM A653/A 653M,with manufacturer's standard coating thickness.
4. Thickness: 1 3/4 inches.
5. Weatherstipping:Separate,see Section 08 71 00.
48 2.04 B Frames to be Fully welded.
49 08 36 13 REPLACE Section 08 36 13-Overhead Doors with attached Section 08 36 13-Overhead Doors.
SECTIONAL
DOORS
50 08 43 13 Replace Section 08 43 13-Aluminum-Framed Storefronts with attached Section 08 43 13-Aluminum-
ALUMINUM- Framed Storefronts.
FRAMED
STOREFRONTS
51 08 51 13 1.01 B ADD paragraph B:"Section 08 43 13-Aluminum-Framed Storefronts."
ALUMINUM
WINDOWS
52 1.06 ELIMINATE paragraph 1.06.
53 2.01 Manufacturers:Tublite,Inc approved for bidding subject to compliance with drawings and
specifications.
54 2.01 Manufacturers:Manko Window Systems,Inc approved for bidding subject to compliance with drawings
and specifications.
55 2.03 B ELIMINATE paragraph B.
56 2.03 C ELIMINATE paragraph C.
57 2.07 A REVISE paragraph A to read:"Class II Color Anodized Finish:AAMA 611 AA Integrally colored anodic
coating not less than 0.4 mils thick;color to be selected."
58 08 71 00 DOOR Replace Section 08 71 00-Door Hardware with attached Section 08 71 00-Door Hardware.
HARDWARE
59 Manufacturers:Reese Enterprises,Inc.approved for bidding subject to compliance with drawings and
specifications.
60 08 80 00 1.04 ELIMINATE Paragraph 1.04.
GLAZING
61 2.02 B ADD paragraph B to read:
B. Insulated Glass Units(Type IG-1): Double pane with glass to elastomer edge seal,double sealed.
1. Outer pane of SG3 clear lo-e coated glass,inner pane of SG2 glass,unless Type SG1 glass is
allowed by code.
2. Place low E coating on No.2 surface within the unit.
3. Visible Light Transmittance:63 percent.
4. Unit Winter U-factor at center of glass:0.42.
5. Shading coefficient:0.46.
6. Comply with ASTM E 774 and E 773,Class CBA.
7. Purge interpane space with dry hermetic air.
8. Total unit thickness of 1 inch minimum.
62 2.03 B Color to be as selected.
63 2.04 C Size to be 1/2 x 1/8 inch size.
•
Page 3
Waterloo Exposition Grounds Public Market Building
City of Waterloo,Iowa
Addendum No.1
64 2.04D Color to be black.
65 Include in base bid removal and replacement of 30 unites of glass with clear glass in existing steel sash.
3.07 This amount is in addtion to glass units indicated or noted replaced
66 09 67 00 FLUID- ELIMINATE Section 09 67 00.
APPLIED
FLOORS
67 09 90 00 PAINT 2.05 E
AND COATING ADD paragraph E to read:
E.Floor
1. ArmorSeal Floor-flex®7100;or equivalent:floors scheduled for covering.
a. One coat ArmorSeal Floor-flex 7100 Primer;1.5-2.0 mils.dft.
b. Two coats ArmorSeal Floor-flex 7100 Finish; 1.5-2.0 mils dft/ct.
c. Color:Solid color as selected.
68 2.05 F ADD paragraph F to read:
F.Existing Tile
1. Opaque,Epoxy,3 Coat:Include scheduled walls:
a. One coat XIM 400 Series Bonding Primer:or equivalent.
b. Semi-gloss:Two coats of catalyzed,water-base low V.O.C.,low-oder epoxy enamel.
69 10 21 13.19 2.01 A.5 ADD paragraph 5 to read,"Accurate Partitions Corp:www.accuratepartitions.com."
TOILET
COMPARTMENT
70 10 28 00 TOILET, 3.04 ADD to paragraph A and paragraph B:"18"Grab Bar:1".
BATH,AND
LAUNDRY
ACCESSORIES
71 10 44 00 FIRE 2.03 A Fire extinguisher cabinets to be formed aluminum.
PROTECTION
SPECIALTIES
72 2.03 F Finish to be No. 180 clear anodized aluminum.
73 Schedule Two units to be located by Architect.
74 107313 ADD attached section 10 73 13—Awnings.
AWNINGS
75 13 38 00 METAL ADD attached section 13 38 00—Metal Roof Signs.
ROOF SIGNS
Structural
76 SO.1 Structural Notes Live Loads:Ground Snow Load to be 35 psf.
77 S7.1 Detail A4 TYP.COL.CAP Column to be steel.
Mechanical
Drawing Changes
78 ME1.1 Demolition Plan
Add to Demolition Plan:Remove three existing water closets in existing office area and cap soil stacks.
79 M3.0 See attached supplemental drawing for clarification of ducting of air handling units.
Specification Changes
80 22 30 00 Use Electric water heater in lieu of sealed combustion heater. See attached specification section.
PLUMBING
EQUIPMENT
81 23 05 93 1.06 B ELIMINATE paragraph B.
TESTING,
ADJUSTING,AND
BALANCING FOR
HVAC
Product Approvals
82 23 33 00 AIR Back Draft Dampers Manufacturers:Nailor approved for bidding subject to compliance with drawings and specifications.
DUCT
ACCESSORIES
83 23 34 16 Centrifugal HVAC Manufacturers:ACME approved for bidding subject to compliance with drawings and specifications.
CENTRIFUGAL Fans
HVAC FANS
84 23 34 23 HVAC HVAC Power Manufacturers:ACME approved for bidding subject to compliance with drawings and specifications.
POWER Ventilators
VENTILATORS
85 23 82 16 AIR Air Coils Manufacturers:Neptronics approved for bidding subject to compliance with drawings and specifications.
COILS
Page 4
Waterloo Exposition Grounds Public Market Building
City of Waterloo,Iowa
Addendum No.1
Electrical
Product Approvals
86 26 51 00 Types El,E2,and E3 Manufacturers:Lightalarms approved for bidding subject to compliance with drawings and
INTERIOR specifications.
LIGHTING
END OF ADDENDUM NUMBER ONE
Submitted by:
Michael Broshar,FAIA
Page 5
SIGN-IN SHEET
DATE: 4.1.2008
PROJECT: Public Market Building -Waterloo Exposition Grounds
PROJECT#: 06109
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REVISED
FORM OF BID OR PROPOSAL
PUBLIC MARKET BUILDING
CONTRACT NO. 738
CITY OF WATERLOO, IOWA
Honorable Mayor and City Council
Waterloo, Iowa
Gentlemen:
1. The undersigned, being a Corporation existing under the laws of the State of , a
Partnership consisting of the following partners:
, having familiarized (himself) (themselves) (itself)
with the existing conditions on the project area affecting the cost of the work, and with all
the contract documents listed in the Table of Contents and Addenda (if any), as prepared
by Craig Ritland Landscape Architects and now on file in the office of the City Clerk, City
Hall, Waterloo, Iowa, hereby proposes to furnish all supervision, technical personnel,
labor, materials, machinery, tools, appurtenances, equipment, and services, including
utility and transportation services required to construct and complete this PUBLIC
MARKET BUILDING, City Contract No. 738, all in accordance with the above-listed
documents and for the bid bid and alternates.
BASE BID
A. Having examined the Place of The Work and all matters referred to in the Instructions to
Bidders and the Contract Documents prepared byCraig Ritland Landscape Architect,
INVISION Architecture, JP-SE and Gilmor and Doyle for the above mentioned project, we, the
undersigned, hereby offer to enter into a Contract to perform the Work for the Base Bid listed
in this bid form of:
B.
dollars
($ ), in lawful money of the United States of America.
C. We have included the required security deposit as required by the Instruction to Bidders.
ALTERNATES
A. ALTERNATE BID NO. 1 Add Painting roof area componets different collors. Roof structure
except decking in one color, roof deck is another and ductwork is a third color.
1. ADD
dollars.
($ ), in lawful money of the United States of America.
B. ALTERNATE BID NO. 2 Add painting of interior surface of exterior walls ii Sales Area 102.
1. ADD
dollars.
($ ), in lawful money of the United States of America.
UNIT PRICES
A. The following are Unit Prices for specific portions of the Work as listed The following is the
list of Unit Prices:
B. ITEM DESCRIPTION — UNIT QUANTITY — UNIT PRICE
CONTRACT NO. 738 Page 1 of 3
BP-1 Public Market Building
Addendum 1
C. UNIT PRICE NUMBER ONE: Roof deck removal, repair and replacement - per additional 30
square foot- $
2. It is understood that the quantities set forth are approximate only and subject to variation
and that the unit bid price for the work done shall govern in the actual payment to
Contractor.
3. In submitting this bid, the bidder understands that the right is reserved by the City of
Waterloo, Iowa, to reject any or all bids. If written notice of the acceptance of this bid is
mailed, telegraphed, or delivered to the undersigned within thirty (30) days after the
opening thereof, or at any time thereafter before this bid is withdrawn, the undersigned
agrees to execute and deliver an agreement in the prescribed form and furnish the
required bond and certificate of the insurance within ten (10) days after the agreement is
presented to him for signature, and start work within ten (10) days after "Notice to
Proceed" is issued.
4. Security in the sum of
Dollars ($ ) in the form of
, is submitted herewith in accordance with the
INSTRUCTIONS TO BIDDERS.
5. Attached hereto is a Non-Collusion Affidavit of Prime Contractor.
6. The bidder is prepared to submit a financial and experience statement upon request.
7. The Prime Contractor and Subcontractor(s), which have performed an aggregate of
$10,000.00 in work for the City in the current calendar year, are prepared to submit an
AAP or Update and an EOC, within ten (10) days of notification that the bid submitted is
lowest and acceptable.
8. The bidder has received the following Addendum or Addenda:
Addendum No. Date
9. The bidder shall list the MBE/WBE subcontractor(s), amount of subcontracts and bid items
on the City of Waterloo Minority and/or Women Business Pre-bid Contact Information
Form submitted with this Form of Bid or Proposal. The apparent low Bidder shall submit a
list of all other Subcontractor(s) to be used on this Project to the City of Waterloo by 5:00
p.m. the business day following the day Bids on this Project are due along with the Non-
Collusion Affidavits of All Subcontractor(s).
The subcontractors listed on this proposal and/or submitted to the Contract Compliance
Officer cannot be changed except for the following reasons:
1) The City of Waterloo does not approve the subcontractors.
2) The subcontractors submit in writing that they cannot fulfill their subcontracts.
CONTRACT NO. 738 Page 2 of 3
BP-2 Public Market Building
Addendum 1
10. The bidder has filled in all blanks on this proposal. Those blanks not applicable are
marked "none" or"NA".
11. The bidder has attached all applicable forms.
12. The Owner reserves the right to select alternates, delete line items, and/or to reduce
quantities prior to the award of a contract due to budgetary limitations.
(Name of Bidder) (Date)
BY: Title:
Official Address: (Including Zip Code):
I.R.S. No.
CONTRACT NO. 738 Page 3 of 3
BP-3 Public Market Building
Addendum 1
SECTION 01 22 00
UNIT PRICES
PART 1 GENERAL
1.01 SECTION INCLUDES
A. List of unit prices, for use in preparing Bids.
B. Measurement and payment criteria applicable to Work performed under a unit pr ce payment
method.
1.02 COSTS INCLUDED
A. Unit Prices included on the Bid Form shall include full compensation for all required labor,
products, tools, equipment, plant, transportation, services and incidentals; erection, application
or installation of an item of the Work; overhead and profit.
1.03 MEASUREMENT OF QUANTITIES
A. Measurement methods delineated in the individual specification sections complement the
criteria of this section. In the event of conflict, the requirements of the individual specification
section govern.
B. Take all measurements and compute quantities. Measurements and quantities .vill be verified
by Architect.
C. Assist by providing necessary equipment, workers, and survey personnel as required.
D. Measurement by Area: Measured by square dimension using mean length and Nidth or radius.
1.04 PAYMENT
A. Payment for Work governed by unit prices will be made on the basis of the actual
measurements and quantities of Work that is incorporated in or made necessar) by the Work
and accepted by the Architect, multiplied by the unit sum/price.
1.05 SCHEDULE OF UNIT PRICES
A. Unit Price Number One: Removal, repair and replacement of existing 1-1/2 inch T&G roof deck
over a quantity of 100 square feet. Price to be stated cost per each additional 3C square feet
repaired and replaced as specified in Section 06 10 00 - Rough Carpentry.
PART 2 PRODUCTS - NOT USED
PART 3 EXECUTION - NOT USED
END OF SECTION
Public Market Building Project#06109.01 01 22 00
City of Waterloo UNIT PRICES
Waterloo, IA Addendum 1 Page 1 of 1
SECTION 02 82 33
REMOVAL AND DISPOSAL OF ASBESTOS CONTAINTING MATERIAL
PART 1 GENERAL
1.01 GENERAL
A. Contractor is responsible for the planning, permitting, execution, and documentation of all asbestos
removal related to this project. Asbestos removal specifications are intended as guidelines only.
B. Related Section 01560 shall also apply.
C. Scope of Work. Removal of asbestos includes the following materials, as identified in a report by
American Testing and Training, Inc., in May 2007. A copy of this report is available for review at the
City Planning Office.
Area Location Material Quantity Category Condition
327 West Third Street
Bath Floor-Under Tile Linoleum Approx. 70 Square Feet CAT I NF Damaged
Office/Shower Floor 8"Floor Tile Approx. 144 Square Feet CAT I NF Damaged
Roof Roof Edge Flashing CAT I NF Damaged
Roof Top Layer With Tar Approx. 90 x 130 Linear CAT I NF Damaged
Pea Gravel Feet
1.02 SUBMITTALS
A. Surfactant: submit product data, use instructions and recommendations from manufacturer of
surfactant intended for use. Include data substantiating that material complies with requirements.
B. Removal encapsulant:submit product data,use instructions and recommendations from manufacturer
of removal encapsulant intended for use. Include data substantiating that material complies with
requirements.
C. NESHAP certification: submit certification from manufacturer of surfactant or removal encapsulant
that, to the extent required by this specification, the material, if used in accordance with
manufacturer's instructions, will wet asbestos-containing materials (ACM) to which it is applied as
required by the national emission standard for hazardous pollutants(NESHAP)asbestos regulations
(40 CFR 61, Subpart M).
D. Material safety data sheet: submit material safety data sheets,or equivalent, in accordance with the
OSHA hazard communication standard (29 CFR 1910.1200)for:
1. Surfactants.
2. Encapsulants.
3. Solvents.
E. Manufacturer's catalog data:
1. Local exhaust equipment.
2. Vacuum equipment.
3. Respirators.
4. Pressure differential monitor.
F. Statement:
Public Market Building Project#06109.01 02 82 33
City of Waterloo REMOVAL AND DISPOSAL OF ASBESTOS CONTAINTING MATERIAL
Waterloo, IA Addendum 1 Page 1 of 17
1. Asbestos Abatement Plan: Contractor shall provide a written asbestos abatement plan to
Engineer for approval. Plan shall be prepared by a licensed Asbestos Abatement Project
Designer with the Iowa Workforce Development Division of Labor and reviewed and
approved in writing by a CIH before submitting to Engineer for approval and plan must be
approved by Engineer prior start of asbestos abatement. Contractor and CIH shall meet with
Engineer 5 days prior to beginning work to discuss asbestos plan. Plan shall include
following:
a. Safety precautions,work procedures,and identify equipment used e.g.capacities).
b. Physical description of work area including a drawing showing location of asbestos
control areas, change rooms, shower rooms, and fire exits meeting NFPA
requirements.
c. Description of approximate amount of material to be removed.
d. Schedule for turning off and sealing existing ventilation systems.
e. Personal hygiene procedures including decontamination procedures.
f. Labeling procedures.
g. Description of personal protective equipment and clothing to be wo n by employees.
h. Description of local exhaust ventilation system to be used.
Description of work practices to be observed by employees.
j. Description of methods to be used to remove ACM including waste water from
showers and wet removal operations.
k. Wetting agent to be used.
Sealant to be used at end of project.
m. Air monitoring plan.
n. Description of method to be used to transport ACM waste.
o. Location of dump site.
p. Interface of trades involved.
q. List of authorized personnel shall be established prior to job start and posted in clean
room of worker decontamination facility. However, Engineer may escort a visitor not
on list.
2. Provide listing of hazardous materials to be brought on site and/or to be used for this Project.
Owner will provide Contractor similar listing of items existing on site. Lists shall conform to
current OSHA and EPA guideline.
3. Qualifications of testing laboratory:
a. Submit name, address, and telephone number of testing laboratory selected to
perform analysis of airborne concentrations of asbestos fibers along with certification
that persons counting samples have been judged proficient in asbestos analysis by
successful participation within last year in National Institute for Occupational Safety
and Health (NIOSH) Proficiency Analytical Testing (PAT) Program.
b. Submit evidence air samples will be analyzed as required by Appendix A of 29 CFR
1926.1101.
c. Timely scheduling of laboratory analysis of samples is responsibility of Contractor.
4. Approval of landfill: Submit written evidence landfill is approved for asbestos disposal by
EPA, state, and local regulatory agencies. Each load will be manifested by
Contractor and submitted to Engineer upon completion of each delivery order.
G. Certificates of compliance:
1. Local exhaust and vacuum filters.
2. Respirators.
H. Field test reports:
1. Air monitoring:
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a. Fiber counting shall be completed and results forwarded within 24 hours.
b. Contractor shall notify Owner and/or Engineer immediately of exposure to asbestos
fibers in excess of permissible exposure limit.
c. Submit all monitoring results to Engineer within 48 hours.
2. Local exhaust system:
a. Pressure differential recordings for each workday shall be reviewed by CIH and
submitted to Engineer within 24 hours.
b. CIH shall notify Contractor and Engineer immediately of any variance in pressure
differential which could cause exposure of adjacent unsealed areas to asbestos fiber
concentrations in excess of AL.
c. CIH will notify Engineer of governing criteria for pressure recordings.
I. Administrative or closeout submittals:
1. Landfill delivery records: Within 5 working days after delivery of asbestos-laden material to
landfill, submit detailed delivery tickets, prepared, signed, and dated by an agent of landfill,
certifying amount of asbestos materials delivered to landfill.
2. Completed waste shipment records.
3. Certification showing Asbestos Containing Materials (ACM) were removed and disposed
safely, legally in accordance with all applicable regulations.
J. Certificates of Compliance: Submit manufacturer's certification that vacuum, ventilation, and other
equipment required to contain airborne asbestos fibers conform to ANSI Z9.2.
K. CIH: Submit name, address, and telephone number of CIH responsible for monitoring and training.
Submit certification that CIH meets requirements listed in paragraph 3.13.
L. Asbestos Abatement Project Designer:Submit name,address,and telephone number,and a copy of
the Asbestos Abatement Project Designer License for the individual responsible for preparing the
asbestos abatement plan.
M. Monitoring of Nonfriable Materials: A copy of all monitoring reports of nonfriable asbestos,including a
description of work procedure at time of air monitoring, shall be submitted to Engineer.
N. Notification: Notify Engineer 3 workdays prior to start of asbestos work, base fire department 3
workdays prior to removing fireproofing material from a facility or shutting down fire sprinklers, and
again when new fireproofing material has been applied or sprinkler system reactivated.
O. Notification of EPA: Notify in writing EPA Regional Office and all responsible state and local agencies
of proposed asbestos work with copy to Engineer appropriate number of days before work
commences.
P. Permits: Submit to Engineer for approval written proof that all required permits and arrangements for
transport and disposal of asbestos containing or contaminated materials, supplies, and like at a site
approved by EPA and other responsible agencies have been obtained.
Q. Training: Submit certificates signed by each employee that employee has received training in proper
handling of ACM,understands health implications and risks involved,including illnesses possible from
exposure to airborne asbestos fibers,and understands results of monitoring of airborne quantities of
asbestos as related to health and respiratory equipment. certificates shall indicate that each
employee was trained in use and fitting of respirators,protective dress,use of showers,and safe work
procedures.
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R. Glovebag Training: Submit to Engineer for approval written proof that all employees have received
adequate"hands on"instruction on use of glovebags, including horizontal,vertical,tee,and irregular
applications, safety procedures,and emergency control and cleanup. Proof shall include signatures
from all workers indicating that they have demonstrated proficiency in above applications.
S. Glovebag Emergency: Submit to Engineer for approval a written emergency control and cleanup plan
to be followed in event of asbestos contamination during glovebag use.
T. Air Monitoring: Submit to Engineer for approval name of CIH, equipment types, sampling schedule,
sampling procedures, calibration procedures, record-keeping forms,and name of testing laboratory.
U. Disposal Site Records: Copies (3)of written proof of disposal at approved disposal site are required
to be submitted to Engineer prior to completion of abatement work.
V. Occupancy Permit. Submit CIH's certification that abatement area is asbestos free within OSHA
requirements and work areas are safe for public occupancy with respect to asbestos exposure.
W. Experience: Submit a notarized and signed statement by Contractor including requirements listed in
paragraph 3.30 and a record of any asbestos related citations, penalties,and incomplete projects due
to Contractor negligence.
1.03 QUALITY ASSURANCE
A. Work shall be performed in accordance with applicable state, federal, regional, local, and base
regulations to include all appendices. Consider nonmandatory material to be rnandatory within
regulations. Where a conflict exists, follow most stringent requirement.
B. Comply with applicable requirements of 29 CFR 1926.58,29 CFR 1926.1101 and 40 CFR 61-Subpart
A and 40 CFR 61-Subpart M. Submit matters of interpretation of standards to appropriate
administrative agency for resolution before starting work.
C. Applicable regulations shall be followed even when not identified in this specification.
D. Post copy of applicable regulations at job site in plain sight.
E. Where specification requirements and referenced documents vary, most stringent requirement shall
apply.
F. Engineer may perform site visits after removal of ACM (removal inspection)and visit the site after all
work is complete (final inspection). Engineer may randomly make unannounced visits to the work
area. Contractor shall make available to Engineer 2 complete sets of personal protective gear at all
times except for respirators.
G. Engineer may disapprove of following and require corrective action: integrity of barrier,
decontamination facilities and protective coverings, Contractor's air monitoring program, abatement
measures including work area preparation and isolation, removal methods, encapEulation methods,
patching and disposal methods, and conformance with EPA and OSHA regulatiors.
H. Engineer determines that practices are in violation of applicable regulations or are endangering
workers or facility, he will immediately notify Contractor orally that operations must cease until
corrective action is taken. Such notification will be followed by written confirmation from Engineer.
Work shall not be restarted (at no additional cost to government)until receiving written confirmation.
Lost manhours and other correction action expenses shall be borne by Contractor.
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I. Contractor shall be solely responsible for safety related to work.
J. Contractor shall obtain Engineer's approval prior to performing tests. request for such approval shall
be given with sufficient advance notice to permit an inspection of area before test is accomplished.
Engineer's approval or inspection does not relieve Contractor of compliance with project drawings and
specifications.
1,04 DEFINITIONS
A. Abatement: Procedures to control fiber release from asbestos containing building materials. Includes
encapsulation, enclosure, demolition, cleanup, and removal.
B. Action Level (AL): Means an airborne concentration of asbestos fibers (tremolite, anthophyllite,
actinolite, or a combination of these minerals)at Current EPA Level fiber per cubic centimeter of air
calculated as an 8-hour time weighted average.
C. Airlock: A system for ingress or egress without permitting air movement between a contaminated
area and an uncontaminated area consisting of two curtained doorways at least 6'apart.
D. Air Monitoring: process of measuring asbestos fiber content of a specific volume of air in a stated
period of time.
E. Area Monitoring:Sampling of asbestos fiber concentrations within asbestos control area and outside
asbestos control area which is representative of airborne concentrations of asbestos fibers which may
reach breathing zone.
F. Amended Water: Water containing wetting agent or surfactant.
G. Area Monitoring: Sampling of asbestos fiber concentrations within asbestos control area and outside
asbestos control area representative of airborne concentrations of asbestos fibers which may reach
breathing zone of personnel potentially exposed to asbestos.
H. Asbestos: Group of naturally occurring minerals separating into fibers. There are 6 asbestos
minerals used commercially: Chrysotile, amosite,crocidolite,tremolite,anthophyllite,and actinolite.
I. Asbestos Control Area: An area where asbestos removal operations are performed isolated by
physical boundaries to prevent unauthorized entry of personnel and to prevent spread of asbestos
dust, fibers, or debris.
J. Asbestos Fibers: Asbestos fibers having length to diameter ratio of at least 3:1 and longer than 5
micrometers.
K. Asbestos Permissible Exposure Limit: Limit is 0.2 fibers (longer than 5 micrometers) per cubic
centimeter of air as 8-hour time weighted average as determined by Appendix A of 29
CFR1926.1101.
L. Clean Room: uncontaminated room of worker decontamination enclosure system with storage for
workers street clothes and uncontaminated protective equipment.
M. Curtained Doorway: A device to allow ingress or egress from one room to another while permitting
minimal air movement between rooms,constructed by placing 3 overlapping sheets of plastic over an
existing or temporarily framed doorway securing each along top of doorway,securing vertical edge of
first and last sheets along one vertical side of doorway, and securing vertical edge of middle sheet
along opposite vertical side of doorway.
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N. Certified Industrial Hygienist (CIH): CIH shall be certified by American Board of Industrial Hygiene
and have prior experience in health and safety aspects of an asbestos removal project. testing
laboratory shall be independent from Contractor with a CIH certified supervisor.
O. Clearance: Final clearance shall be determined by CIH from Current EPA/OSHA Regulatory
Guidelines liter minimum air samples collected in previously contaminated area and aialysis analyzed
in accordance with methods prescribed in 29 CFR 1910.1001 or 29 CFR 1926.58, Appendix A.
P. "Competent Person": Contractor's abatement supervisor who shall be capable of identifying existing
asbestos hazards in work place and who has authority to take prompt corrective measures to
eliminate them. duties of competent person include at least following:establishing negative-pressure
enclosure, ensuring its integrity, and controlling entry to and exit from enclosure; supervising any
employee exposure monitoring required by standard;ensuring that all employees working within such
an enclosure wear appropriate personnel protective equipment are trained in use of appropriate
methods of exposure control and use hygiene facilities and decontamination procedures specified in
standard; and ensuring that engineering controls in use are in proper operating condition and are
functioning properly.
Q. Disposal: Procedures necessary to transport and deposit removed ACM in an approved waste
disposal site in compliance with EPA/OSHA regulations.
R. Encapsulant: A liquid material which can be applied to ACM and controls possible release of
asbestos fibers by creating a membrane over surface (bringing encapsulant) or penetrating into
material and binding its components together(penetrating encapsulant).
S. Encapsulation: Procedures necessary to coat ACM with an encapsulant to control possible release of
asbestos fibers into air.
T. Enclosure: All specified procedures necessary to completely enclose all ACM behind airtight,
impermeable, and permanent barriers.
U. Equipment Room: A contaminated area or room within worker decontamination enclosure system
with storage for contaminated clothing and equipment.
V. Excursion Limit(Short Term Exposure Limit[STELj): No employee shall be exposed to an airborne
concentration of asbestos, in any combination of minerals defined, and in excess of per current
EPA/OSHA regulatory guidelines fiber per cubic centimeter over a period of 30 minutes in locations
subject to OSHA inspections. Method of determination shall conform to 29 CFR 1926.58 Appendix A.
W. Friable Asbestos Material: Material that contains more than 1% asbestos by weight able to be
crumbled, pulverized,or reduced to powder by hand pressure when dry. Friable asbestos material is
considered hazardous during removal and disposal procedures.
X. Glovebag Technique: A portable asbestos abatement system designed for isolatioi of small groups
of pipe fittings. etc. requiring asbestos removal in a noncontained area.
Y. High-Efficiency Particulate Air(HEPA)Filter Equipment: HEPA filtered vacuuming equipment with UL
586 filter system capable of collecting and retaining asbestos fibers. Filters shall be of 99.97%
efficiency for retaining fibers of 0.3 micrometers or larger.
Z. Local Exhaust System: System in which static pressure in enclosed control area is lower than that of
environment outside control area, as specified herein.
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AA. Negative Pressure Fan System: An air purifying fan system located within or outside isolated work
area which draws air out of work area through a HEPA filter, thus keeping static air pressure in work
area lower than in adjacent areas and preventing infiltration of contaminated air from work area to
adjacent areas.
BB. Nonfriable Asbestos-Containing Material: Material containing asbestos in which fibers have been
locked in by bonding agent,coating,binder,or other material so that asbestos is well bound and may
not release fibers in excess of asbestos permissible exposure limit during any appropriate use,
handling,storing,transporting,or processing. Nonfriable asbestos material may be hazardous during
removal and disposal procedures.
CC. Prior Experience: Experience required of Contractor and CIH on asbestos projects of similar nature
and scope to ensure capability of performing asbestos removal in a satisfactory manner. Similarities
shall be in areas related to material composition, project size,number of employees,and engineering
work practice and personal protection controls required.
DD. Personal Monitoring: Sampling of asbestos fiber concentrations within breathing zone of an employee
to determine 8-hour time weighted average in accordance with Appendix A of 29 CFR 1926.1101.
Samples shall be representative of employee's work tasks. Breathing zone shall be considered area
within 12" of nose or mouth of an employee.
EE. Removal Encapsulant: Manufactured asbestos penetrating encapsulant designed specifically for
asbestos removal.
FF. Shower Room: A room between clean room and equipment room in worker decontamination
enclosure system, with hot and cold or warm running water and arranged for complete showering
during decontamination. shower room comprises an airlock between contaminated and clean areas.
GG. Surfactant (Wetting Agent): Chemical wetting agent added to water to improve penetration.
Surfactant shall be 50/50 mixture of polyoxyethylene ether and polyoxyethylene ester,or equivalent,
mixed in proportion of 1 fluid ounce to 5 gallons of water or as specified by manufacturer. Equivalent
surfactant shall be understood to mean a material with surface tension of 29 dynes/cm as tested in
accordance with ASTM D1331.
HH. Tack Coat: A coat of penetrating encapsulant applied to all surfaces from which ACM has been
removed.
II. Time Weighted Average(TWA): TWA is 8-hour time weighted average of airborne concentration of
fibers(longer than 5 micrometers)per cubic centimeter of air representing employee's 8-hour workday
as determined by Appendix A of 29 CFR 1926,1101.
JJ. Wet Cleaning: process of eliminating ACM from building surfaces and objects by using cloths,mops,
or other cleaning tools dampened with amended water.
KK. Work Area: An isolated area of facility where abatement activities are performed.
LL. Work Decontamination Enclosure System: A decontamination system for workers, consisting of a
clean room,a shower room,and an equipment room. One entrance to clean room shall be outside of
contaminated area. One entrance to equipment room shall be directly to contaminated area.
1.05 PROTECTION OF EXISTING WORK TO REMAIN
A. Perform demolition work without damage or contamination of adjacent areas. Where such work is
damaged or contaminated, restore work to original condition or better.
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1.06 MEDICAL REQUIREMENTS
A. Refer to Section 01560.
1.07 PERMITS, STATE LICENSE, AND NOTIFICATIONS
A. Obtain necessary permits and provide notifications required for ACM removal, hauling, and
disposition. Notify Regional Office of Environmental Protection Agency(EPA)in accordance with 40
CFR 61.22 (d) (1) and provide copies of notification to Engineer and Iowa Workforce Development
Division of Labor prior to commencement of work as required.
B. Obtain necessary permits and state license in conjunction with asbestos remo\,al, hauling, and
disposition,and furnish timely notification of such actions required by federal,state,regional,and local
authorities.
C. Notify regional office of Environmental Protection Agency (EPA), Iowa Workforce Development
Division of Labor, and Owner in writing 10 days prior to commencement of work in accordance with
National Emission Standards for Hazardous Air Pollutants (NESHAP) regulations (40 CFR 61-
SUBPART M).
1.08 SAFETY AND HEALTH COMPLIANCE
A. Asbestos abatement work to be performed will be done in enclosed/contained envira iment,controlled
conditions with negative air filtration using wet methods in accordance with OSHA and EPA
regulations applicable to asbestos removal and disposal and these contract specifications to ensure
safe and legal Project.
B. Environmental air monitoring will be conducted by Contractor prior to any asbestos abatement activity
to establish "baseline" background fiber levels, during abatement project to ersure integrity of
enclosures and after project to confirm successful completion of Work.
C. Respirator program: Establish and implement a respirator program as required by ANSI Z88.2 and 29
CFR 1910.134.
D. Safety Compliance:
1. Comply with 29 CFR 1910.1001 and 29 CFR 1926.58 as applicable and 40 CFR 61,
Subparts A and M.
2. Contractor shall be solely liable for any accidents related to its work, including persons within
facility and property contamination cleanup.
3. Comply with most stringent requirements of applicable regulations.
4. Comply with applicable provisions of OSHA and Corps of Engineers Man Jal, EM 385-1-1,
entitled "General Safety Requirements."
5. Contractor shall be responsible for providing,placing,and removing all barr cades and safety
devices during his construction activities.
6. Contractor shall brief its workers on safety and fire prevention regulations, emphasizing
requirement to obtain a welding permit, when welding, cutting, and brazirg operations are
required.
1.09 SECURITY REQUIREMENTS
A. Contractor and its employees shall comply with Owner's security requirements.
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B. Contractor personnel will be subject to background investigation by agencies of government prior to
gaining access to sensitive, restricted, or classified areas in which any work is to be performed.
Preparation of any required security investigation is responsibility of Contractor.
C. In areas where special security is required and a register is available, each employee shall sign
register indicating time of arrival and departure from area.
D. Government reserves right to remove Contractor personnel from worksite for cause which is deemed
by Engineer to be contrary to public interest or consistent with best interest of national security.
1.10 DELIVERY, STORAGE, AND HANDLING
A. Deliver all materials in original unopened packages, containers, or bundles bearing name of
manufacturer and brand name. Store all materials off ground,away from wet or damp surfaces,and
under cover to prevent damage or contamination.
1.11 TITLE TO MATERIALS
A. Materials resulting from demolition work, except as specified otherwise, shall become property of
Contractor and shall be disposed of as specified herein.
PART 2 PRODUCTS
2.01 ENCAPSULANTS
A. Specifically manufactured with intent to be used for asbestos, formulated to maximize impact
resistance and adhesive/cohesive strength, and to minimize flame spread, smoke generation, and
toxic gas release.
B. Material shall be color pigmented to ensure complete coverage.
2.02 PLASTIC MATERIALS
A. Type: 6-mil thick (min), UL labeled polyethylene material with a flame-spread rating of 15 or less.
B. Sheeting: Opaque and sized in lengths and widths to minimize frequency of joints. When walls
exceed 20' in height, sheeting shall be nylon reinforced.
C. Disposal bags shall be printed with asbestos warning labels.
D. Glovebags shall be designed for removal of ACM and shall bear asbestos warning labels.
2.03 TAPE AND ASBESTOS SPRAYS
A. Type: Capable of sealing joints of adjacent plastic sheets and for attachment of plastic sheet to
finished or unfinished surfaces of dissimilar materials and of adhering under dry or wet conditions,
including use of amended water.
2.04 SURFACTANT (WETTING AGENT)
A. Type: 50%polyoxythelene ether and 50%polyethylene ester, or as recommended by manufacturer
to produce amended water.
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2.05 CASSETTES FOR AIR MONITORING
A. Use only once with pertinent manufacturer's literature visible and records of purchase orders and
identifying data kept on site.
2.06 AIRTIGHT BARRIERS
A. Build, maintain, and dismantle to keep as much of facility open to public as possible while isolating
gross ACM removal areas.
B. Barriers shall be framed walls sheathed on work side with at least 2 layers of sheeti ig on both sides
of walls.
2.07 TOOLS AND EQUIPMENT
A. Water sprayer for amended water application: Airless or other low pressure type. No high pressure
type sprayers will be allowed on project site.
B. Air purifying equipment shall not allow discharge of asbestos fibers outside work area. Equipment
shall have at least 2 stages of prefiltration ahead of HEPA final filter and be equipped with an elapsed
time indicator(hour meter), static pressure gage with low flow alarm, and be overload protected.
C. Local exhaust system in asbestos control area shall conform to ANSI Z9.2. HEPA filters shall be
capable of trapping and retaining at least 99.97% of particles greater than a 0.3 micrometer mass
median aerodynamic equivalent diameter. Local exhaust equipment must maintain a minimum
pressure differential of -0.02" of water column relative to adjacent, unsealed areas. Provide
continuous 24-hour per day monitoring of pressure differential with an automatic recording instrument.
In no case shall building ventilation system be used as local exhaust system for asbestos control
area.
D. Vacuum equipment utilized in work area shall use HEPA filters on discharge and shall be suitable for
wet or dry usage.
E. Scaffolding to accomplish specified work shall not propose a hazard to government personnel.
F. Transportation equipment: Suitable for loading, temporary storage, transit, E nd unloading of
contaminated waste without exposure to persons or property.
G. Electrical tools and equipment shall not propose a fire or electric hazard to government personnel or
property. Ground fault protection shall be in effect at all times. Contractor shall takE precautions and
measures to ensure a safe environment during wet removal.
H. Fire extinguishers shall be provided on site as necessary to control electrical,grease,and wood fires,
particularly in mechanical equipment rooms.
I. Water filtration equipment shall filter to 5 microns.
J. Respirators:
1. Select respirators approved by Mine Safety and Health Administration(MS HA)and National
Institute for Occupational Safety and Health (NIOSH), Department of Health and Human
Services, for use in atmospheres containing asbestos fibers.
2. Furnish personnel engaged in removal and demolition of asbestos materials with Type C
supplied air respirators, continuous flow or pressure demand class, until CIH establishes
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TWA. After TWA is established,Contractor shall furnish respirators as presented in 29 CFR
1926.1101 as follows:
Required Respirator Time-weighted average of asbestos in the
breathing zone outside the respirator (fibers
longer than 5 micrometers per cubic
centimeter of air).
Half-mask air-purifying respirator equipped with high- 2.0 or less
efficiency particulate air(HEPA)filters
Full face piece air-purifying respirator equipped with 2 - 10
high-efficiency particulate air(HEPA)filters
Powered air-purifying respirator equipped with high- 10 -20
efficiency particulate air(HEPA)filters or supplied-air
respirator operated in continuous flow mode.
Full face piece supplied-air respirator operated in 20-200
pressure demand mode.
Full face piece supplied-air respirator operated in greater than 200 or unknown
pressure demand mode equipped with an auxiliary
positive pressure self-contained breathing apparatus.
NOTE: Respirators assigned for high environmental concentrations may be used at lower
concentrations.
High-efficiency filter means a filter that is at least 99.97% efficient against mono-dispersed
particles of 0.3 micrometers in diameter or larger.
K. Special clothing:
1. Protective clothing:
a. Furnish personnel exposed to airborne concentrations of asbestos fibers greater
than or equal to permissible exposure limit with fire-retardant,disposable protective
whole body clothing, head coverings, gloves, and foot coverings.
b. Furnish disposable plastic or rubber gloves to protect hands. Cloth gloves may be
worn inside plastic or rubber gloves for comfort, but shall not be used alone. Use
tape to secure sleeves at wrists and to secure foot coverings at ankles.
2. Work clothing: Cloth work clothes may be worn under disposable protective coveralls.
L. Change rooms: Provide temporary unit with separate equipment room,decontamination locker room,
and clean locker room for personnel required to wear whole body protective clothing as specified in
Section 01560.
M. Eye protection: Furnish goggles for personnel engaged in asbestos operations when use of fullface
respirator is not required.
N. Caution signs and labels:
1. Provide caution signs printed in English and at approaches to asbestos control areas.
2. Locate signs at such distance personnel may read sign and take necessary precautions
before entering area.
3. Provide caution labels printed in English. Affix labels to asbestos materials, scrap, waste,
debris,sealed impermeable bags,asbestos waste drums,and other asbestos-contaminated
products.
4. Caution sign: 29 CFR 1910.145, paragraph (d)(4), vertical format, minimum 20" x 14";
spacing between 2 consecutive lines shall be at least equal to height of upper line. Display
following legend in lower panel:
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Legend Notation
Danger 1-inch Sans Serif Gothic or Block
Asbestos 1-inch Sans Serif Gothic or Block
Cancer and Lung Disease Hazard 1/4-inch Sans Serif Gothic or Block
Authorized Personnel Only 1/4-inch Gothic
Respirators and Protective Clothing Are Required in 1/4-inch Gothic
this Area
5. Caution labels: Provide label with sufficient print size to be clearly legible,wit bold print on a
contrasting background, displaying following legend:
DANGER
CONTAINS ASBESTOS FIBERS
AVOID CREATING DUST
CANCER AND LUNG DISEASE HAZARD
O. Tools and local exhaust system:
1. Provide local exhaust system in accordance with ANSI Z9.2.
2. Contractor responsible for patent violations which may occur.
PART 3 EXECUTION
3.01 WORK PROCEDURE
A. Perform asbestos-related work in accordance with 29 CFR 1926.1101 and as spec fled herein. Use
wet removal procedures.
B. Personnel shall wear and use protective clothing and equipment as specified herein.
C. Eating, smoking, or drinking shall not be permitted in asbestos control area or change room.
D. Personnel of other trades not engaged in removal and demolition of asbestos shall not be exposed at
any time to airborne concentrations of asbestos greater than or equal to 0.1 fibe-s (longer than 5
micrometers) per cubic centimeter of air unless personnel protection provisions of:his specification
are complied with by trade personnel.
E. Disconnect electrical service when wet removal is performed and provide temporary electrical service
protected by a ground fault circuit interrupter.
F. Masking and sealing; asbestos control area requirements:
1. Seal openings in areas where release of airborne asbestos fibers is expected.
2. Prior to commencing asbestos demolition and removal procedures,establisl asbestos control
area with use of curtains, portable partitions, or other enclosures to prevent escape of
asbestos fibers from contaminated asbestos control area.
3. Openings will be allowed in enclosures of asbestos control areas for supp y and exhaust of
air for local exhaust system.
G. Asbestos handling procedures:
1. Wet asbestos material with fine spray of amended water, other approved wetting agent, or
removal encapsulant during removal,cutting,or other handling to reduce emission of airborne
fibers.
2. Remove material and immediately place in sealed impermeable bags. Collect asbestos
waste,scrap,debris, bags,containers,equipment,and asbestos-contaminated clothing which
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may produce airborne concentrations of asbestos fibers; place in sealed impermeable bags
constructed of 6-mil plastic sheet.
H. Monitoring:
1. Monitoring of airborne concentrations of asbestos fibers shall be in accordance with 29 CFR
1926.1101 and as specified herein. Contractor's testing laboratory may be same laboratory
which Owner has employed. Cost for Contractor's testing shall be included in Bid price.
2. Monitoring prior to asbestos work: Perform area monitoring and establish reference TWA 1
day prior to masking and sealing operations for each asbestos removal site.
3. Monitoring during asbestos work:
a. Perform personal and area monitoring on characteristic asbestos work tasks and
establish TWA during first exposure to airborne concentrations of asbestos.
b. Thereafter, perform daily personal and area monitoring.
c. If monitoring outside asbestos control area shows airborne concentrations have
reached 0.1 fibers(longer than 5 micrometers)per cubic centimeter of air,Contractor
shall stop work,correct condition(s)causing increase,and notify Owner immediately.
4. Monitoring after final cleanup:
a. Aggressive area monitoring of asbestos fibers to establish TWA of less than 0.1
fibers(longer than 5 micrometers)per cubic centimeter of air after final cleanup but
before removal of enclosure of asbestos control area. Engineer will perform
clearance area monitoring utilizing TEM protocol.
b. Aggressive area monitoring shall be performed using portable fans to simulate actual
use conditions as directed by Engineer.
c. Fiber counts from samples shall be less than 0.1 fibers(longer than 5 micrometers)
per cubic centimeter of air. Should final samplings indicate higher value,Contractor
shall reclean area and be liable for associated retesting and analytical costs.
Site inspection:
1. While performing asbestos removal work,Contractor shall be subject to onsite inspection by
Owner,who may be assisted by Engineer.
2. If work is in violation of specification requirements,Owner will issue a stop work order to be in
effect immediately and until violation is resolved. Standby time and expenses required to
resolve violation shall be at Contractor's expense.
3.02 CLEANUP AND DISPOSAL
A. Cleanup:
1. Maintain surfaces of asbestos control area free of accumulations of asbestos fibers. Restrict
spread of dust and debris; keep waste from being distributed over general area. Do not dry
sweep or blow down space with compressed air.
2. Do not remove asbestos control area enclosure or roped-off perimeter and caution signs prior
to Owner's receipt of Engineer's certification.
3. Owner or designated representative will visually inspect affected surfaces for residual
asbestos material and accumulated dust before and after removal of asbestos control area;
Contractor shall reclean areas showing dust or residual asbestos materials.
4. If recleaning is required, monitor asbestos airborne concentration after recleaning.
5. Notify Owner before unrestricted entry is permitted.
B. Removal of asbestos waste containers:
1. Store asbestos waste containers in asbestos control area until control area cleanup is
complete, or provide waste load-out system.
2. Asbestos waste containers shall not be removed through change rooms.
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City of Waterloo REMOVAL AND DISPOSAL OF ASBESTOS CONTAINTING MATERIAL
Waterloo, IA Addendum 1 Page 13 of 17
3. Provide caution signs as specified herein for asbestos control areas.
4. Waste container removal system shall be a temporary unit constructed to prevent escape of
asbestos fibers from area. System shall be physically attached to asbestos control area.
5. Personnel entering waste load-out system shall wear personal protective equipment.System
shall not be used to enter or exit worksite. Access to outside waste load-ou system shall be
sealed except during removal of asbestos waste containers.
6. Perform cleanup of waste load-out system as specified herein for enclosed asbestos control
areas.
C. Disposal of asbestos:
1. Dispose of waste asbestos material at an Environmental Protection Agency (EPA) and at
state-approved sanitary landfill.
2. Procedure for hauling and disposal shall comply with 40 CFR 61-SUBPART M, and state,
regional, and local standards.
3.03 DECONTAMINATION
A. Contractor shall provide for its toiletry needs. Procedures shall not allow asbestos contamination
outside isolated area.
3.04 AIR MONITORING
A. Contractor shall maintain all work areas free from visible dust. Dust control shall oe performed as
work proceeds and whenever dust is visible to anyone.
B. Review: Personnel and procedures utilized by Contractor are subject to review of Engineer. All air
monitoring shall be performed by qualified monitoring personnel under supervision of CIH.
C. Records: Documentation shall be kept for each filter sample procured as to location, date, and time
taken, volume of air drawn through filter, pump identification number, and calibration.
D. Samples:
1. Samples shall be forwarded to an independent testing laboratory approved by Engineer for
analysis. Laboratory analyst shall sign and submit permanent records of all samples
analyzed to Engineer.
2. Provide area monitoring and establish reference 8 hour TWA 1 day prior to masking and
sealing operations for each demolition site. This sample shall be taken without disturbing
existing dust or ACM.
3. Minimum of 1 air sample outside(2400 liters of air min)each work area shal be taken prior to
commencing work in that area.
E. Monitoring equipment shall be properly maintained. Contractor shall show proof of proper pump
operation and calibration as requested by Engineer.Contractor shall bear all costs of air monitoring,
testing, and reporting required.
F. Monitoring results shall be made available to Engineer within 48 hours of sampling. If results of air
monitoring in any isolated work area indicate an asbestos fiber concentration above preabatement
sample or 0.01 f/cc outside of work area, all abatement work in that area shall stop These samples
shall then be retested. If results of phase contrast light microscopy analysis exceed above limits,
Contractor will initiate additional air and surface cleaning procedures to reduce fit er concentration
below these limits. Contractor may resume abatement work only after he receives written
authorization from Engineer. Any costs resulting from high air sampling results :hall be borne by
Contractor and will not be a basis for an increase in contract amount.
Public Market Building Project#06109.01 02 82 33
City of Waterloo REMOVAL AND DISPOSAL OF ASBESTOS CONTAIN—ING MATERIAL
Waterloo, IA Addendum 1 Page 14 of 17
G. Sampling Frequency: Air Monitoring shall provide following samples during asbestos abatement in
each work area. Begin sampling when asbestos removal commences,with samples in each of first 2
following categories taken at least once during each 24-hour period until abatement is complete in
that work area.
Area to be Sampled Minimum Number of Samples Minimum Sample Volume
HEPA Fan Exhaust 1 per Exhaust 2000 liters
Outside Work Area 1 2000 liters
Clearance Samples 5/5000 ft2 1000 liters
3.05 ACM HANDLING
A. Contractor shall follow all applicable regulations even when not specifically identified below.
B. Sufficiently wet ACM with a fine spray of amended water during removal,cutting,or other handling to
reduce emission of airborne fibers and prevent emissions in excess of AL. Clean surrounding
surfaces to ensure all ACM dust from abatement operations is removed. Remove material and
immediately place in plastic disposal bags. Where unusual circumstances prohibit use of plastic
bags, submit an alternate proposal for containment of asbestos fibers to Engineer for approval. For
example,where both piping and insulation are to be removed,Contractor may elect to wet insulation
and wrap pipes and insulation in plastic and remove pipe by sections.
C. Sealing and Removal of ACM-Contaminated Items for Disposal:
1. Remove contaminated architectural,mechanical,and electrical appurtenances such as pipes
and fittings,and other contaminated items designed for removal by completely coating items
with penetrating encapsulant at demolition site before removing items from asbestos control
area.
2. Remaining asbestos residue shall not be of such size as to allow dislodging by means others
than vacuuming.
3. These items need not be vacuumed. penetrating encapsulant shall be tinted a contrasting
color and be spray-applied by airless method.
4. Thoroughness of sealing operation shall be visually gaged by extent of colored coating on
exposed surfaces.
D. No ACM shall be dropped or thrown but shall be carefully lowered or taken to be disposed of.
E. ACM shall only be removed in sections manageable by 1 or 2 workers and off a safe surface or
platform. Before beginning another section,ACM shall be packed while still wet into doubled plastic
bags,then sealed for transport. Outer surface of leak-free drums made for ACM abatement shall be
wet cleaned prior to removal from contained areas by workers in uncontaminated protective clothing.
F. Disposal:
1. Materials and equipment to be removed by Contractor and not reinstalled under this contract,
including all debris generated by this project,shall be removed from site and taken directly to
approved disposal site by Contractor in lined trucks.
2. Rental equipment used by Contractor shall receive clearance inspection by CIH prior to being
returned to renter.
3. Contractor shall dispose of ACM as work progresses so that no material stays at work site
filled with ACM over 5 days. Off-base disposal of materials shall be in conformance with
applicable federal, state, and/or local pollution regulations at Contractor's expense.
4. Contractor shall determine current waste handling, transportation, and disposal regulations
for work site and for each waste disposal landfill and comply fully with these regulations and
all U.S. Department of Transportation (DOT) and EPA requirements. Labels and all signs
shall be in accordance with DOT, EPA, and OSHA standards.
Public Market Building Project#06109.01 02 82 33
City of Waterloo REMOVAL AND DISPOSAL OF ASBESTOS CONTAINTING MATERIAL
Waterloo, IA Addendum 1 Page 15 of 17
5. Damaged or deteriorating materials shall not be used and shall be removed from premises.
6. Materials that become contaminated with asbestos,including HVAC filters,E hall be disposed
of in accordance with applicable regulations.
7. Sealed bags shall be placed,not dumped,at approved disposal site to avoic: damaging bags
which shall be double bagged, resealed, and placed in undamaged drums
G. Cutting and drilling of nonfriable ACM:
1. Perform cutting and drilling with ACM thoroughly saturated with amended'.vater and HEPA
vacuumed throughout process.
2. Exposed edges from cutting and drilling shall be treated in accordance with applicable
regulations.
H. Damages:
1. Contractor shall protect from damage and contamination all building contents located beneath
or immediately adjacent to site of work,and shall decontaminate,repair,replace,or otherwise
be held liable for all such damage.
2. Building contents include, but are not limited to, furniture, equipment, materials or items of
supplies.
3. Patching and repairing shall be at no additional cost to government.
4. After work has been completed,any Contractor caused damages to adjacent areas such as
paint peeled off by barrier tape, nail holes,water damaged materials,and broken glass shall
be properly repaired to complete satisfaction of Engineer.
5. Disfigured or abraded finishes shall be painted over or otherwise repaired and resurfaced in
kind to match surrounding existing finishes. Any abrasion or disfigurement of finish work or
any portion of facility where any such abrasion or disfigurement is caused by activities of
Contractor shall be repaired, and neatly refinished to match adjacent work to satisfaction of
Engineer.
6. All disturbed areas of lawn shall be restored to original condition. Ruts, holes, and
depressions shall be filled and area redressed and seeded with approved grass mixture.
Re-establishment of Objects and Systems: When cleanup is complete all construction equipment and
debris shall be removed from site and area shall be left in a neat and completely acceptable condition.
3.06 ACM REMOVAL
A. Gross removal:
1. Removal of ACM in isolated work areas:
a. After work areas are isolated,ACM shall be sprayed with enough amended water in
a fine low pressure spray to prevent exceeding AL during remova operations.
b. ACM shall be removed in small sections with two person teams,on staging platforms
if needed. Loose or hanging ACM shall be removed while damp and disposed of
properly.
c. After completion of stripping work, all surfaces from which ACM has been removed
shall be wire brushed and wet cleaned to remove all visible material. surfaces being
cleaned shall be kept wet. All ACM removed during a shift shall be kept wet,bagged
promptly after removal,and stored in bag holding enclosure prior to end of that shift.
d. After final cleaning, all areas will be inspected by government inspector and/or CIH,
prior to application of encapsulant.
e. Removal of ACM from Embedded Items: Utility lines and otner electrical or
mechanical appurtenances embedded in ACM shall be temporarily loosened to
permit cleanup of their surfaces and surfaces from which they were removed. They
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City of Waterloo REMOVAL AND DISPOSAL OF ASBESTOS CONTAINTING MATERIAL
Waterloo, IA Addendum 1 Page 16 of 17
shall be reinstalled by Contractor, if they originate in ACM control area,but terminate
outside or if they pass through area with origin and termination outside.
f. Removal of ACM Piping Insulation: After carefully removing any jacketing, ACM
shall be sprayed with a fine mist of amended water prior to cutting. A slit shall be cut
along its entire length and lagging cut at premolded joints and removed. Removed
ACM shall be disposed of properly.
g. Cleanup shall follow approved procedures.
2. Cleanup in Isolated Work Areas:
a. Visible accumulations of ACM and debris (including filters removed from HVAC
equipment and HEPA air purification equipment) shall be removed.
b. Surfaces within work areas and other contaminated areas shall be wet cleaned and
HEPA vacuumed after abatement operations and again 24 hours later after allowing
areas to remain undisturbed.
c. A visual inspection will be per-formed by CIH and Engineer to ensure that work area
is free of visible debris.
d. When final inspection by Engineer with CIH's occupancy permit completed and air
sampling test results are satisfactory, decontamination systems and remaining
barriers shall be removed.
3. Decontamination of Work Area:
a. After work area is found to be clear by Engineer, all plastic sheeting, tape, and any
other trash and debris shall be placed in doubled plastic bags, sealed,and disposed
of in approved waste disposal site.
b. Protective barriers, signs, plastic sheeting, or any asbestos safeguards will not be
removed until area has been determined free from asbestos contamination by
Engineer and Contractor has received written authorization to dismantle containment
area from Engineer.
B. Removal of nonfriable cement asbestos shingles:
1. ACM shall be removed wet with amended water until disposal a piece at a time while being
HEPA vacuumed.
2. Breakage of ACM shall be avoided.
3. Doors and windows shall be sealed off with plastic sheeting and tape. Provide sufficient
plastic sheeting to catch all debris.
4. Runoff of amended water will not be allowed.
5. ACM shall not be removed with power tools, only hand tools shall be used.
6. Work area shall be roped off with warning signs posted.
7. Work must comply with all applicable Iowa and USEPA requirements.
PART 4 METHOD OF MEASUREMENT AND BASIS OF PAYMENT
4.01 METHOD OF MEASUREMENT AND BASIS OF PAYMENT
A. For the satisfactory removal of asbestos identified in the Contract Documents,the Contractor will be
paid the lump sum contract price. This payment shall be full compensation for removal of asbestos,
transporting asbestos,and disposal of asbestos at an approved disposal site. It shall also include the
cost of all labor,monitoring,materials,equipment,permits,disposal fees,and preparation of and filing
reports, notifications and records.
* * * END OF SECTION * * *
Public Market Building Project#06109.01 02 82 33
City of Waterloo REMOVAL AND-DISPOSAL OF ASBESTOS CONTAINTING MATERIAL
Waterloo, IA Addendum 1 Page 17 of 17
SECTION 07 62 00
SHEET METAL FLASHING AND TRIM
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Fabricated sheet metal items, including flashings, counterflashings, and sheet m tal roofing.
1.02 RELATED SECTIONS
A. Section 07 71 23 - Manufactured Gutters and Downspouts.
1.03 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate material profile,jointing pattern,jointing details, fasteniig methods,
flashings, terminations, and installation details.
1.04 QUALITY ASSURANCE
A. Perform work in accordance with SMACNA Architectural Sheet Metal Manual requirements and
standard details, except as otherwise indicated.
1.05 DELIVERY, STORAGE, AND HANDLING
A. Stack material to prevent twisting, bending, and abrasion, and to provide ventilat on. Slope
metal sheets to ensure drainage.
B. Prevent contact with materials that could cause discoloration or staining.
PART 2 PRODUCTS
2.01 SHEET MATERIALS
A. Galvanized Steel: ASTM A 653/A 653M, with G90/Z275 zinc coating; minimum 0.02 inch thick
base metal.
B. Pre-Finished Galvanized Steel: ASTM A 653/A 653M, with G90/Z275 zinc coating; minimum
0.02 inch thick base metal, shop pre-coated with modified silicone coating.
1. Modified Silicone Polyester Coating: Pigmented Organic Coating System, ,=\AMA 2603;
baked enamel finish system; color as selected from manufacturer's standar 1 colors.
2.02 ACCESSORIES
A. Fasteners: Galvanized steel, with soft neoprene washers.
B. Primer: Zinc chromate type.
C. Protective Backing Paint: Zinc molybdate alkyd.
D. Sealant: Type E-2 specified in Section 07 90 05.
E. Plastic Cement: ASTM D 4586, Type I.
2.03 FABRICATION
A. Form sections true to shape, accurate in size, square, and free from distortion cy defects.
B. Form pieces in longest possible lengths.
C. Hem exposed edges on underside 1/2 inch; miter and seam corners.
D. Form material with flat lock seams, except where otherwise indicated. At moving joints, use
Public Market Building Project#06109.01 07 62 00
City of Waterloo SHEET METAL FLASHING AND TRIM
Waterloo, IA Addendum 1 Page 1 of 2
sealed lapped, bayonet-type or interlocking hooked seams.
E. Fabricate corners from one piece with minimum 18 inch long legs; seam for rigidity, seal with
sealant.
F. Fabricate vertical faces with bottom edge formed outward 1/4 inch (6 mm) and hemmed to form
drip.
G. Fabricate flashings to allow toe to extend 3 inches over roofing membrane. Return and brake
edges.
2.04 SHEET METAL SIDING
A. Pre-Finished Galvanized Steel: ASTM A 653/A 653M, with G90/Z275 zinc coating; minimum
0.02 inch thick base metal, shop pre-coated with modified silicone coating.
1. Modified Silicone Polyester Coating: Pigmented Organic Coating System, AAMA 2603;
baked enamel finish system; color as selected from manufacturer's standard colors.
B. Corrugated Panel: 2 1/2 inch.
C. Siding Profile: as indicated.
C. Design Uncoated Thickness: 28 gauge.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify surfaces are ready to receive work.
B. Verify roof openings, curbs, pipes, sleeves, ducts, and vents through roof are solidly set, reglets
in place, and nailing strips located.
C. Verify roofing termination and base flashings are in place, sealed, and secure.
3.02 PREPARATION
A. Install starter and edge strips, and cleats before starting installation.
B. Back paint concealed metal surfaces with protective backing paint to a minimum dry film
thickness of 15 mil.
3.03 INSTALLATION
A. Secure flashings in place using concealed fasteners. Use exposed fasteners only where
permitted.
B. Apply plastic cement compound between metal flashings and felt flashings.
C. Fit flashings tight in place. Make corners square, surfaces true and straight in planes, and lines
accurate to profiles.
D. Seal metal joints watertight.
END OF SECTION
Public Market Building Project#06109.01 07 62 00
City of Waterloo SHEET METAL FLASHING AND TRIM
Waterloo, IA Addendum 1 Page 2 of 2
SECTION 08 36 13
OVERHEAD DOORS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Overhead sectional doors, electrically operated.
B. Operating hardware and supports.
C. Electrical controls.
1.02 REFERENCES
A. ASTM A 653/A 653M - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or
Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process; 2004a.
B. ASTM B 221 - Standard Specification for Aluminum and Aluminum-Alloy Extrude d Bars, Rods,
Wire, Profiles, and Tubes; 2004a.
C. ASTM B 221 M - Standard Specification for Aluminum and Aluminum-Alloy Extru ied Bars, Rods,
Wire, Profiles, and Tubes (Metric); 2004.
D. DASMA 102 -American National Standard Specifications for Sectional Overheadi Type Doors;
Door&Access Systems Manufacturers' Association, International; 2003.
E. NFPA 70 - National Electrical Code; National Fire Protection Association; 2005.
1.03 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate opening dimensions and required tolerances, connection details,
anchorage spacing, hardware locations, and installation details.
C. Warranty: Submit manufacturer warranty and ensure forms have been completed in Owner's
name and registered with manufacturer.
1.04 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum three years of documented experience.
B. Installer: Company specializing in performing the work of this section with minimum three years
of experience.
C. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories,
Inc., as suitable for the purpose specified.
1.05 WARRANTY
A. Correct defective Work within a one year period after Date of Substantial Completion.
B. Warranty: Include coverage for electric motor and transmission.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Overhead Door Corporation; Model: 595 series Thermacore Steel Insulated Door.
B. Arm-R-Lite; Model: Titan series Aluminum Overhead Door, Full View.
Public Market Building Project#06109.01 08 36 13
City of Waterloo OVERHEAD DOORS
Waterloo, IA Addendum 1 Page 1 of 4
C. Or approved equal. Substitutions: See Section 01 60 00- Product Requirements.
2.02 STEEL SECTIONAL DOOR
A. Sectional Door Assembly: Metal/foam/metal sandwich panel construction, with EPDM thermal
break and ship-lap design. Units shall have following characteristics:
1. Panel Thickness: 1-5/8".
2. Exterior Surface: Flush, textured.
3. Exterior Steel: 20 gauge, galvanized.
4. End Stiles: 16 gauge.
5. Standard Springs: 10,000 cycles. (High cycles.)
6. Insulation: CFC-free and HCFC-free polyurethane, fully encapsulated.
7. Thermal Values: R-value of 14.86; U-value of 0.067.
8. Air Infiltration: 0.08 cfm at 15 mph; 0.08 cfm at 25 mph.
9. Sound Transmission: Class 26.
10. High-Usage Package.
B. Finish and Color: Two coat baked-on polyester, color to be selected.
C. Windload Design: ANSI/NAGDM 102 standards and as required by cod.
D. Hardware: Galvanized steel hinges and fixtures. Ball bearing rollers with hardened steel races.
E. Lock: Five pin tumbler keyed lock.
F. Weatherstripping: EPDM rubber tube seals fitted inside joints between sections. EPDM rubber
bulb-type strip at bottom.
G. Track: Rolled galvanized steel, 0.090 inch thick; 3 inch wide heavy duty, continuous one piece
per side; galvanized steel mounting brackets 1/4 inch thick.
H. Hinge and Roller Assemblies: Heavy duty double end hinges and adjustable roller holders of
galvanized steel; floating hardened steel bearing rollers, located at top and bottom of each
panel, each side.
H. Operation: Electric motor.
2.03 ALUMINUM OVERHEAD FULL VIEW DOORS
A. Overhead Door Assembly:Aluminum/glass with welded hollow aluminum shapes. Units shall
have following charachteristics:
1. Panel Thickness: 1-3/4".
2. Aluminum Panels: 0.051 inch thick, alloy 6063-T6,
3. Bottom Rail: 4-1/2".
4. Top Rail: 2-3/4".
5. Meeting Rail: 3-3/8".
6. End Rail: 3-3/8".
7. Center Stiles: 3-1/2".
8. Finish: Class II Color Anodized Finish: AAMA 611 AA Integrally colored anodic coating not
less than 0.4 mils thick; color to be selected.
9. Glazing: 0-7/16" insulated glass.
10. Bottom Weather Seal: Cold-weather rubber astragal.
11. Side Weather Seal: Vinyl perimeter seal.
B. Track: Rolled galvanized steel, 0.090 inch thick; 3 inch wide heavy duty, continuous one piece
per side; galvanized steel mounting brackets 1/4 inch thick.
C. Hardware: Stamped 14-gauge galvanized steel.
D. Rollers: Heavy-duty full ball bearing with hardened inner race.
Public Market Building Project#06109.01 08 36 13
City of Waterloo OVERHEAD DOORS
Waterloo, IA Addendum 1 Page 2 of 4
E. Counterbalance: Torsion springs, cast aluminum drums, aircraft cable.
F. Locking Device: Cylinder lock.
G. Wind Load: All doors constructed to meet or exceed standards established under National
Association of Door specification 102-1988.
H. Operation: Manual pull rope.
2.04 MATERIALS
A. Sheet Steel: Hot-dipped galvanized steel sheet, ASTM A 653/A 653M, with G60 coating, ribbed
stucco embossed surface.
B. Aluminum Extrusions: ASTM B 221 (ASTM B 221M), 6063 alloy, T6 temper.
2.05 ELECTRICAL OPERATION
A. Electrical Characteristics:
1. Minimuml/2 hp 15 rated load amperes; manually operable in case of power failure, transit
speed of 12 inches per second.
B. Motor: NEMA MG!, Type 1, Totally enclosed, continuous duty, motion, ball bearing drive.
C. Wiring Terminations: Provide terminal lugs to match branch circuit conductor quantities, sizes,
and materials indicated. Enclose terminal lugs in terminal box sized to NFPA 70.
D. Electric Operator: adjustable safety friction clutch; brake system actuated by independent
voltage solenoid controlled by motor starter; enclosed gear driven limit switch; enclosed
magnetic cross line reversing starter; mounting brackets and hardware.
E. Safety Edge: At bottom of door panel, full width; electro-mechanical sensitized type, wired to
stop door upon striking object; hollow neoprene covered to provide weatherstrip seal. (Not
Pneumatic)
F. Control Station: Standard three button (open-close-stop) momentary type, keyed control for
electric operator.
1. 24 volt circuit.
2. Surface mounted.
3. Locate as noted on drawings.
G. Remote Control devices.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that electric power is available and of the correct characteristics.
3.02 INSTALLATION
A. Install door unit assembly in accordance with manufacturer's instructions.
B. Anchor assembly to wall construction and building framing without distortion or stress.
C. Securely brace door tracks suspended from structure. Secure tracks to structural members
only.
D. Fit and align door assembly including hardware.
E. Coordinate installation of electrical service. Complete power and control wiring from disconnect
to unit components.
F. Coordinate installation of sealants and backing materials at frame perimeter as specified in
Public Market Building Project#06109.01 08 36 13
City of Waterloo OVERHEAD DOORS
Waterloo, IA Addendum 1 Page 3 of 4
Section 07 90 05.
G. Install perimeter trim and weather stripping.
3.03 ERECTION TOLERANCES
A. Maximum Variation from Plumb: 1/16 inch.
B. Maximum Variation from Level: 1/16 inch.
C. Longitudinal or Diagonal Warp: Plus or minus 1/8 inch from 10 ft straight edge:
D. Maintain dimensional tolerances and alignment with adjacent work.
3.04 ADJUSTING
A. Adjust door assembly for smooth operation and full contact with weatherstripping.
B. Have manufacturer's field representative present to confirm proper operation and identify
adjustments to door assembly for specified operation.
3.05 CLEANING AND PROTECTION
A. Clean doors, frames and glazing.
B. Remove temporary labels and visible markings.
C. Do not permit construction traffic through overhead door openings after adjustment and
cleaning.
END OF SECTION
Public Market Building Project#06109.01 08 36 13
City of Waterloo OVERHEAD DOORS
Waterloo, IA Addendum 1 Page 4 of 4
SECTION 08 43 13
ALUMINUM-FRAMED STOREFRONTS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Aluminum-framed storefront, with vision glass.
B. Aluminum doors and frames.
C. Weatherstripping.
D. Door hardware.
E. Perimeter sealant.
1.02 RELATED SECTIONS
A. Section 07 90 05 -Joint Sealers: Perimeter sealant and back-up materials.
B. Section 08 51 13 -Aluminum Windows: Operable sash within glazing system.
C. Section 08 80 00 - Glazing: Glass and glazing accessories.
1.03 REFERENCES
A. AAMA CW-10 - Care and Handling of Architectural Aluminum From Shop to Site. American
Architectural Manufacturers Association; 2004.
B. AAMA 611 -Voluntary Specification for Anodized Architectural Aluminum; Amer can
Architectural Manufacturers Association; 1998.
C. AAMA 2604 -Voluntary Specification, Performance Requirements and Test Prol:edures for High
Performance Organic Coatings on Aluminum Extrusions and Panels; 2005.
D. ASTM B 221 -Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes; 2006.
E. ASTM B 221M - Standard Specification for Aluminum and Aluminum-Alloy Extruded Bars, Rods,
Wire, Profiles, and Tubes [Metric]; 2006.
F. ASTM E 283 - Standard Test Method for Determining the Rate of Air Leakage Through Exterior
Windows, Curtain Walls, and Doors Under Specified Pressure Differences Across the
Specimen; 2004.
G. ASTM E 330 - Standard Test Method for Structural Performance of Exterior Wirdows, Doors,
Skylights and Curtain Walls by Uniform Static Air Pressure Difference; 2002.
H. ASTM E 331 - Standard Test Method for Water Penetration of Exterior Windows, Skylights,
Doors, and Curtain Walls by Uniform Static Air Pressure Difference; 2000.
1.04 PERFORMANCE REQUIREMENTS
A. Design and size components to withstand the following load requirements withcut damage or
permanent set, when tested in accordance with ASTM E 330, using loads 1.5 times the design
wind loads and 10 second duration of maximum load.
1. Member Deflection: Limit member deflection to flexure limit of glass in any direction, with
full recovery of glazing materials.
B. Movement: Accommodate movement between storefront and perimeter framing and deflection
of lintel, without damage to components or deterioration of seals.
C. Air Infiltration: Limit air infiltration through assembly to 0.06 cu ft/min/sq ft of WE II area,
Public Market Building Project#06109.01 08 43 13
City of Waterloo ALUMINUM-FRAMED STOREFRONTS
Waterloo, IA Addendum 1 Page 1 of 5
measured at a reference differential pressure across assembly of 1.57 psf as measured in
accordance with ASTM E 283.
D. Water Leakage: None, when measured in accordance with ASTM E 331 with a test pressure
difference of 2.86 lbf/sq ft.
E. System Internal Drainage: Drain to the exterior by means of a weep drainage network any
water entering joints, condensation occurring in glazing channel, and migrating moisture
occurring within system.
F. Expansion/Contraction: Provide for expansion and contraction within system components
caused by cycling temperature range of 170 degrees F over a 12 hour period without causing
detrimental effect to system components, anchorages, and other building elements.
1.05 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
B. Product Data: Provide component dimensions, describe components within assembly,
anchorage and fasteners, glass and infill, door hardware, internal drainage details.
C. Shop Drawings: Indicate system dimensions, framed opening requirements and tolerances,
affected related Work, expansion and contraction joint location and details, and field welding
required.
D. Hardware Schedule: Complete itemization of each item of hardware to be provided for each
door, cross-referenced to door identification numbers in Contract Documents.
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Handle products of this section in accordance with AAMA CW-10.
B. Protect finished aluminum surfaces with wrapping. Do not use adhesive papers or sprayed
coatings that bond to aluminum when exposed to sunlight or weather.
1.07 FIELD CONDITIONS
A. Do not install sealants when ambient temperature is less than 40 degrees F. Maintain this
minimum temperature during and 48 hours after installation.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Other Acceptable Manufacturers:
1. Kawneer Company, Inc: www.kawneer.com.
2. United States Aluminum Corp: www.usalum.com.
3. Vistawall Architectural Products: www.vistawall.com.
4. Tublite, Inc: www.tubeliteinc.com.
5. Manko Window Systems, Inc: www.mankowindows.com.
6. Substitutions: See Section 01 60 00 - Product Requirements.
2.02 COMPONENTS
A. Aluminum-Framed Storefront: Factory fabricated, factory finished aluminum framing members
with infill, and related flashings, anchorage and attachment devices.
1. Unitized, shop assembly.
2. Finish: High performance organic coating.
3. Color: As selected from manufacturer's standards.
B. Aluminum Framing Members: Tubular aluminum sections, thermally broken with interior section
insulated from exterior, drainage holes and internal weep drainage system.
Public Market Building Project#06109.01 08 43 13
City of Waterloo ALUMINUM-FRAMED STOREFRONTS
Waterloo, IA Addendum 1 Page 2 of 5
1. Framing members for interior applications need not be thermally broken.
2. Glazing stops: Flush.
3. Structurally Reinforced Members: Extruded aluminum with internal reinforcement of
structural steel member.
C. Doors: Glazed aluminum.
1. Thickness: 1-3/4 inches.
2. Top Rail: 4 inches wide.
3. Vertical Stiles: 4-1/2 inches wide.
4. Bottom Rail: 6 inches wide.
5. Glazing Stops: Square.
6. Finish: Same as storefront.
D. Operable Sash: Aluminum project-out awning; finished to match storefront; turn handle latch.
2.03 MATERIALS
A. Extruded Aluminum: ASTM B 221 (ASTM B 221 M).
B. Fasteners: Stainless steel.
C. Perimeter Sealant: Type as specified in Section 07 90 05.
D. Glass: As specified in Section 08 80 00.
E. Glazing Gaskets: Type to suit application to achieve weather, moisture, and air nfiltration
requirements.
F. Trim: Aluminum brake metal.
2.04 FINISHES
A. Class II Color Anodized Finish: AAMA 611 AA Integrally colored anodic coating lot less than
0.4 mils thick; color to be selected.
2.05 HARDWARE
A. Door Hardware Refer to hardware groups at end of this section.
B. Door Hardware: Storefront manufacturer's standard type to suit application.
1. Finish on Hand-Contacted Items: Dull chrome.
C. Weatherstripping: Wool pile, continuous and replaceable; provide on all doors.
D. Threshold: Extruded aluminum, one piece per door opening, ribbed surface; provide on all
doors.
E. Hinges: Mortise, ball bearing, stainless steel, satin finish
1. Provide on all doors.
F. Exit Devices: equivalent to Von Duprin 99 Series
1. Provide on all doors.
G. Closers: with overhead stop; LCN 4110 Series.
1. Provide on all doors.
H. Keying: Coordinate with Section 08 71 00; cylinders provided by Section 08 71 )0.
2.06 FABRICATION
A. Fabricate components with minimum clearances and shim spacing around perimeter of
assembly, yet enabling installation and dynamic movement of perimeter seal.
Public Market Building Project#06109.01 08 43 13
City of Waterloo ALUMINUM-FRAMED STOREFRONTS
Waterloo, IA Addendum 1 Page 3 of 5
B. Accurately fit and secure joints and corners. Make joints flush, hairline, and weatherproof.
C. Prepare components to receive anchor devices. Fabricate anchors.
D. Coat concealed metal surfaces that will be in contact with cementitious materials or dissimilar
metals with bituminous paint.
E. Arrange fasteners and attachments to conceal from view.
F. Reinforce components internally for door hardware.
G. Reinforce framing members for imposed loads.
H. Finishing: Apply factory finish to all surfaces that will be exposed in completed assemblies.
1. Touch-up surfaces cut during fabrication so that no natural aluminum is visible in
completed assemblies, including joint edges.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify dimensions, tolerances, and method of attachment with other work.
B. Verify that wall openings and adjoining air and vapor seal materials are ready to receive work of
this section.
3.02 INSTALLATION
A. Install wall system in accordance with manufacturer's instructions.
B. Attach to structure to permit sufficient adjustment to accommodate construction tolerances and
other irregularities.
C. Provide alignment attachments and shims to permanently fasten system to building structure.
D. Align assembly plumb and level, free of warp or twist. Maintain assembly dimensional
tolerances, aligning with adjacent work.
E. Provide thermal isolation where components penetrate or disrupt building insulation.
F. Install sill flashings. Turn up ends and edges; seal to adjacent work to form water tight dam.
G. Coordinate attachment and seal of perimeter air and vapor barrier materials.
H. Pack fibrous insulation in shim spaces at perimeter of assembly to maintain continuity of thermal
barrier.
I. Install operating sash.
J. Install hardware using templates provided.
1. See Section 08 71 00 for hardware installation requirements.
K. Install glass and infill panels in accordance with Section 08 80 00, using glazing method
required to achieve performance criteria.
L. Install perimeter sealant in accordance with Section 07 90 05.
3.03 ERECTION TOLERANCES
A. Maximum Variation from Plumb: 0.06 inches every 3 ft non-cumulative or 1/16 inches per 10 ft,
whichever is less.
B. Maximum Misalignment of Two Adjoining Members Abutting in Plane: 1/32 inch.
3.04 ADJUSTING
Public Market Building Project#06109.01 08 43 13
City of Waterloo ALUMINUM-FRAMED STOREFRONTS
Waterloo, IA Addendum 1 Page 4 of 5
A. Adjust operating hardware and sash for smooth operation.
3.05 CLEANING AND PROTECTION
A. Remove protective material from pre-finished aluminum surfaces.
B. Wash down surfaces with a solution of mild detergent in warm water, applied with soft, cle an wiping cloths.
Take care to remove dirt from corners. Wipe surfaces clean.
C. Remove excess sealant by method acceptable to sealant manufacturer.
D. Touch-up minor damage to factory applied finish; replace components that cannot be satisfactorily
repaired.
E. Protect finished work from damage.
3.06 HARDWARE GROUPS
Hardware Group No. X02A
For use on door(s):
E111.1 E112.1
Provide each SGL door(s)with the following:
Quantity Description Model Number Finish Mfr
3 EA HINGE 5BB1 4.5 X 4.5 630 IVE
1 EA PANIC HARDWARE CD99NL-OP 626 VON
2 EA CYLINDER BY SECTION 08 71 00 626
1 EA OFFSET DOOR PULL 8190-0 630 IVE
1 EA SURFACE CLOSER 4111 AVB SCUSH 689 LCN
1 SET SEALS BY FRAME MANUFACTURER
1 EA DOOR SWEEP 200NA AL NGP
1 EA THRESHOLD 425E AL NGP
Hardware Group No. X04
For use on door(s):
E102.1 E102.2
Provide each PR door(s)with the following:
Quantity Description Model Number Finish Mfr
6 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE
1 EA PANIC HARDWARE CD9947E0 626 VON
1 EA PANIC HARDWARE CD9947NL-OP 626 VON
3 EA CYLINDER BY SECTION 08 71 00 626
2 EA OFFSET DOOR PULL 8190-0 630 IVE
2 EA SURFACE CLOSER 4111 AVB SCUSH 689 LCN
1 SET SEALS BY FRAME MANUFACTURER
2 EA DOOR SWEEP 200NA AL NGP
1 EA THRESHOLD 425E AL NGP
END OF SECTION
Public Market Building Project#06109.01 08 43 13
City of Waterloo ALUMINUM-FRAMED STOREFRONTS
Waterloo, IA Addendum 1 Page 5 of 5
SECTION 08 71 00
DOOR HARDWARE
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Hardware for hollow metal doors and frames.
B. Thresholds.
C. Weatherstripping, seals and door gaskets.
D. Refer to Section 08 43 13 for aluminum door hardware
1.02 RELATED SECTIONS
A. Section 08 11 13 - Hollow Metal Doors and Frames.
B. Section 08 36 13 -Sectional Doors: Hardware for same, except cylinders; installation of
cylinders.
C. Section 08 43 13-Aluminum-Framed Storefronts: Hardware for same.
1.03 ADMINISTRATIVE REQUIREMENTS
A. Coordinate the manufacture, fabrication, and installation of products onto which door hardware
will be installed.
1.04 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
B. Shop Drawings:
1. Indicate locations and mounting heights of each type of hardware, schedules, catalog
cuts,.
C. Manufacturer's Installation Instructions: Indicate special procedures, perimeter conditions
requiring special attention.
D. Keys: Deliver with identifying tags to Owner by security shipment direct from hardware supplier.
E. Warranty: Submit manufacturer's warranty and ensure that forms have been completed in
Owner's name and registered with manufacturer.
1.05 QUALITY ASSURANCE
A. Standards for Fire-Rated Doors: Maintain one copy of each referenced standard on site, for use
by Architect and Contractor.
1.06 DELIVERY, STORAGE, AND PROTECTION
A. Package hardware items individually; label and identify each package with door opening code to
match hardware schedule.
1.07 WARRANTY
A. See Section 01 78 00 - Closeout Submittals, for additional warranty requirements.
B. Door hardware shall be warranted by the manufacturers to be free from defects in materials and
workmanship for a period of two (2)years from substantial completion of the project.
1. Exception: Mechanical closers shall be warranted for ten (10)years from date of
substantial completion.
Public Market Building Project#06109.01 08 71 00
City of Waterloo DOOR HARDWARE
Waterloo, IA Addendum 1 Page 1 of 5
2. Exception: Exit devices shall be warranted for five (5)years fro date of sLbstantial
completion.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. Hinges: Stainless steel, full mortise, ball-bearing:
1. Ives: www.iveshardware.com Basis of design: Ives 5BB1 Series
2. Assa Abloy McKinney: www.assaabloydss.com.
3. Bommer Industries, Inc: www.bommer.com.
4. Hager Companies: www.hagerhinge.com.
5. Stanley Hardware: www.stanleyworks.com.
B. Lock and Latch Sets: 2 3/4" backset, 1/2" minimum throw latchbolt, ANSI A115.2 strikes
1. Assa Abloy Corbin Russwin, Sargent, or Yale: www.assaabloydss.com.
2. Best Access Systems: www.bestlock.com.
3. Schlage: www.schlage.com.
C. Cylindrical Locksets: Cold rolled steel, corrosion treatment for normal atmosphEric conditions,
no exposed mounting screws
1. Assa Abloy Corbin Russwin, Sargent, or Yale: www.assaabloydss.com.
2. Best Access Systems: www.bestlock.com.
3. Schlage: www.schlage.com. Basis of design: Schlage ND Series
D. Exit Devices:
1. Assa Abloy Corbin Russwin, Sargent, or Yale: www.assaabloydss.com.
2. DORMA Group North America: www.dorma-usa.com/usa.
3. Von Duprin: www.vonduprin.com. Basis of design: Von Duprin 99 Series.
E. Closers: LCN, Basis of design: 4010 and 4110 Series:
1. LCN: www.lcnclosers.com.
F. Wall Stops/Holders: Surface mount
1. Assa Abloy McKinney: www.assaabloydss.com.
2. Hiawatha, Inc: www.hiawathainc.com.
3. Triangle Brass Manufacturing Co., Inc: www.trimcobbw.com.
4. Ives: www.iveshardeware.com Basis of design: Ives WS407CCV
G. Thresholds: Saddle thresholds
1. Assa Abloy McKinney: www.assaabloydss.com.
2. National Guard Products, Inc: www.ngpinc.com. Basis of design: NGP 425.
3. Pemko Manufacturing Co: www.pemko.com.
4. Zero International, Inc: www.zerointernational.com.
2.02 GENERAL REQUIREMENTS FOR DOOR HARDWARE PRODUCTS
A. Provide products that comply with the following:
1. Applicable provisions of Federal, State, and local codes.
B. Finishes: Dull Chrome finish.
2.03 KEYING
A. Furnish locks and cylinders utilizing a patented keyway.
B. Locks shall be keyed as directed by the Owner to a new restricted patented gra id master key
system.
C. Keying shall be by the lock manufacturer where permanent records shall be kept.
D. Furnish a total of two (2) keys per cylinder. Actual cut keys to be determined by owner.
Public Market Building Project#06109.01 08 71 00
City of Waterloo DOOR HARDWARE
Waterloo, IA Addendum 1 Page 2 of 5
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that doors and frames are ready to receive work and dimensions are as indicated on shop
drawings.
3.02 INSTALLATION
A. Install hardware in accordance with manufacturer's instructions and applicable codes.
B. Use templates provided by hardware item manufacturer.
C. Mounting heights for hardware from finished floor to center line of hardware item:
1. For steel doors and frames: Comply with DHI "Recommended Locations for Architectural
Hardware for Steel Doors and Frames."
3.03 ADJUSTING
A. Adjust work under provisions of Section 01 70 00.
B. Adjust hardware for smooth operation.
3.04 PROTECTION OF FINISHED WORK
A. Protect finished Work under provisions of Section 01 70 00.
B. Do not permit adjacent work to damage hardware or finish.
3.05 SCHEDULE -
Hardware Group No. CO2
For use on door(s):
103 104 105
Provide each SGL door(s)with the following:
I Quantity Description Model Number Finish Mfr
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA CLASSROOM LOCK ND7OPD SPA 626 SCH
1 EA SURFACE CLOSER 4010 689 LCN
1 EA KICK PLATE 8400 10"X 2" LDW 630 IVE
1 EA WALL STOP WS407CCV 630 IVE
Hardware Group No. CO3
For use on door(s):
E109
Provide each SGL door(s)with the following:
Quantity Description Model Number Finish Mfr
3 EA HINGE 5BB1 4.5 X 4.5 NRP 630 IVE
1 EA CLASSROOM LOCK ND7OPD SPA 626 SCH
1 EA SURFACE CLOSER 4111 AVB SCUSH 689 LCN
Public Market Building Project#06109.01 08 71 00
City of Waterloo DOOR HARDWARE
Waterloo, IA Addendum 1 Page 3 of 5
1 EA KICK PLATE 8400 10"X 2" LDW 630 IVE
1 SET SEALS 700NA AL NGP
1 EA DRIP CAP 16A-OPENING WIDTH + 4" AL NGP
1 EA DOOR SWEEP 200NA AL NGP
1 EA THRESHOLD 425E AL NGP
Hardware Group No. SO2
For use on door(s):
101 102
Provide each SGL door(s)with the following:
Quantity Description Model Number Finish Mfr
3 EA HINGE 5BB1 4.5 X 4.5 630 IVE
1 EA STOREROOM LOCK ND80PD SPA 626 SCH
1 EA SURFACE CLOSER 4010 689 LCN
1 EA KICK PLATE 8400 10" X 2" LDW 630 IVE
1 EA WALL STOP WS407CCV 630 IVE
Hardware Group No. S02A
For use on door(s):
106
Provide each SGL door(s)with the following:
Quantity Description Model Number Finish Mfr
3 EA HINGE 5BB1 4.5 X 4.5 652 IVE
1 EA STOREROOM LOCK ND80PD SPA 626 SCH
1 EA SURFACE CLOSER 4111 AVB SCUSH 689 LCN
1 EA KICK PLATE 8400 10"X 2" LDW 630 IVE
Hardware Group No. X02
For use on door(s):
E101.1 E102.3
Provide each SGL door(s)with the following:
Quantity Description Model Number Finish Mfr
3 EA HINGE 5BB1 4.5 X 4.5 630 IVE
1 EA PANIC HARDWARE CD99NL-OP 626 VON
2 EA CYLINDER CYLINDERS AS REQUIRED 626
1 EA OFFSET DOOR PULL 8190-0 630 IVE
1 EA SURFACE CLOSER 4111 AVB SCUSH 689 LCN
1 EA KICK PLATE 8400 10"X 2" LDW 630 IVE
1 SET SEALS BY FRAME MANUFACTURER
1 EA DOOR SWEEP 200NA AL NGP
1 EA THRESHOLD 425E AL NGP
Hardware Group No. Z01
Public Market Building Project#06109.01 08 71 00
City of Waterloo DO DR HARDWARE
Waterloo, IA Addendum 1 Page 4 of 5
For use on door(s):
E101.2 E111.2 E111.3 E111.4 E112.2 E112.3
Provide each SGL door(s)with the following:
Quantity Description Model Number Finish Mfr
1 EA CYLINDER CYLINDERS AS REQUIRED 626
1 HARDWARE BY DOOR MANUFACTURER
Cylinders Only for Aluminum Doors
For use on door(s):
E111.1 E112.1
E102.1 E102.2
Provide each SGL door(s)with the following:
I Quantity Description Model Number Finish Mfr
As Reqd EA CYLINDER CYLINDERS AS REQUIRED 626
END OF SECTION
Public Market Building Project#06109.01 08 71 00
City of Waterloo DOOR HARDWARE
Waterloo, IA Addendum 1 Page 5 of 5
SECTION 10 73 13
AWNINGS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Exterior awning system.
1.02 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate material profile,jointing pattern,jointing details, fastening methods,
flashings, terminations, and installation details.
1.03 DELIVERY, STORAGE, AND HANDLING
A. Store material to prevent twisting, bending and abrasion.
B. Prevent contact with materials that could cause discoloration or staining.
PART 2 PRODUCTS
2.01 MANUFACTURERS
A. ProLine series manufactured by Queen City Awning
B. Other Acceptable Manufacturers:
1. Substitutions: See Section 01 60 00— Product Requirements.
2.02 EXTERIOR AWNING SYSTEM
A. Style: Classic fabric awing.
B. Size:
C. Fabric: Vinyl; coated polyester with side curtains and rigid valance; U.V., mildew and water
repellant.
D. Color and Pattern: as selected
E. Frame: Galvanized square ASTM A-500 steel tube with smooth, clear polymer finish.
Connections welded and coated with rust inhibitive paint to match galvanized fin sh.
F. Connections: Tec screws, in accordance with manufacturer's recommendations
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify surfaces are ready to receive work.
3.02 INSTALLATION
A. Install awning system in accordance with manufacturer's instructions.
B. Anchor awning system to wall construction without distortion or stress.
END OF SECTION
Public Market Building Project#06109.01 10 73 13
City of Waterloo AWNINGS
Waterloo, IA Addendum 1 Page 1 of 1
SECTION 13 38 00
METAL ROOF SIGNS
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Sign Letters.
B. Support framework.
1.02 REFERENCES
A. ASTM A 36/A 36M - Standard Specification for Carbon Structural Steel; 2005.
B. AWS A2.4 - Standard Symbols for Welding, Brazing, and Nondestructive Examination;
American Welding Society; 2007.
C. AWS D1.1/D1.1M - Structural Welding Code- Steel; American Welding Society; 2006.
D. SSPC-Paint 15- Steel Joist Shop Primer; Society for Protective Coatings; 1999 (Ed. 2004).
E. SSPC-Paint 20 -Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for
Protective Coatings; 2002 (Ed. 2004).
1.03 SUBMITTALS
A. See Section 01 30 00 -Administrative Requirements, for submittal procedures.
B. Shop Drawings: Indicate profiles, sizes, connection attachments, reinforcing, anchorage, size
and type of fasteners, and accessories. Include erection drawings, elevations, and details
where applicable.
1. Indicate welded connections using standard AWS A2.4 welding symbols. Indicate net weld
lengths.
C. Engineer Stamp: Submit stamp of design from sign producer.
PART 2 PRODUCTS
2.01 GENERAL REQUIREMENTS
A. Sign letters and support framework must be provided from one source.
2.02 FRAMEWORK -STEEL
A. Steel Angles: ASTM A 36/A 36M.
B. Welding Materials: AWS D1.1/D1.1M; type required for materials being welded.
C. Galvanize structural steel members to comply with ASTM A 123/A 12M.
D. Prime paint all steel items.
E. Prime Painting: One coat.
F. Shop and Touch-Up Primer: SSPC-Paint 15, complying with VOC limitations of authorities
having jurisdiction.
G. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, Type I - Inorganic, complying with
VOC limitations of authorities having jurisdiction.
H. Anchorage: As detailed and as required for design loads.
2.02 SIGN LETTERS -ALUMINUM
Public Market Building Project#06109.01 13 38 00
City of Waterloo Addendum 1 METAL ROOF SIGNS
Waterloo, IA Page 1 of 2
A. Letters: 1/4 inch aluminum plate with 3 inch aluminum plate return.
B. Welding: Continuous weld.
C. Finish: Fluoropolymer coating or Powder coat finish.
D. Warranty: Provide 20 year warranty on finish.
2.03 FABRICATION
A. Fit and shop assemble items in largest practical sections, for delivery to site.
B. Fabricate items with joints tightly fitted and secured.
C. Grind exposed joints flush and smooth with adjacent finish surface. Make exposed joints butt
tight, flush, and hairline. Ease exposed edges to small uniform radius.
D. Supply components required for anchorage of fabrications. Fabricate anchors al Id related
components of same material and finish as fabrication, except where specifically noted
otherwise.
2.05 FABRICATION TOLERANCES
A. Squareness: 1/8 inch maximum difference in diagonal measurements.
B. Maximum Offset Between Faces: 1/16 inch.
C. Maximum Misalignment of Adjacent Members: 1/16 inch.
D. Maximum Bow: 1/8 inch in 48 inches.
E. Maximum Deviation From Plane: 1/16 inch in 48 inches.
PART 3 EXECUTION
3.01 EXAMINATION
A. Verify that field conditions are acceptable and are ready to receive work.
3.02 PREPARATION
A. Clean and strip primed steel items to bare metal where site welding is required.
3.03 INSTALLATION
A. Install items plumb and level, accurately fitted, free from distortion or defects.
B. Provide for erection loads, and for sufficient temporary bracing to maintain true alignment until
completion of erection and installation of permanent attachments.
END OF SECTION
Public Market Building Project#06109.01 13 38 00
City of Waterloo Addendum 1 META L ROOF SIGNS
Waterloo, IA Page 2 of 2
SECTION 22 3000
PLUMBING EQUIPMENT
PART 1 GENERAL
1.01 SECTION INCLUDES
A. Electric water heater.
B. Diaphragm type compression tank.
1.02 REFERENCES
A. ASHRAE 90A- Energy Conservation in New Building Design.
B. ASME Section 8D - Pressure Vessels.
C. NFPA 30 - Flammable and Combustible Liquids Code.
D. NFPA 54 - National Fuel Gas Code.
E. NFPA 58-Storage and Handling of Liquefied Petroleum Gases.
F. NFPA 70- National Electrical Code.
G. UL 1453 - Electric Booster and Commercial Storage Tank Water Heaters.
H. UL 174 - Household Electric Storage Tank Water Heaters.
I. ASME Section VIIID- Pressure Vessels; Boiler and Pressure Vessel Codes.
J. ANSI/NEMA 250 - Enclosure for Electrical Equipment (1000 volts max.)
1.03 SUBMITTALS
A. Product Data:
1. Provide dimension drawings of water heaters indicating components and connections to
other equipment and piping.
2. Indicate pump type,capacity, power requirements, and affected adjacent construction.
3. Provide certified pump curves showing pump performance characteristics with pump and
system operating point plotted. Include NPSH curve when applicable.
4. Provide electrical characteristics and connection requirements.
B. Shop Drawings:
1. Indicate heat exchanger dimensions, size of tappings, and performance data.
2. Indicate dimensions of tanks,tank lining methods, anchors, attachments, lifting points,
tappings,and drains.
1.04 OPERATION AND MAINTENANCE DATA
A. Include operation, maintenance and inspection data, replacement part numbers, availability,
service depot location, and telephone number.
1.05 QUALITY ASSURANCE
A. Manufacturer Qualifications: Company specializing in manufacturing the products specified in
this section with minimum three years experience.
B. Provide pumps with manufacturer's name, model number, and rating/capacity identified.
C. Ensure products and installation of specified products are in conformance with
recommendations and requirements of the following organizations:
1. American Gas Association (AGA).
CONTRACT NO. 721 22 3000 RiverLoop Exposition Plaza Phase 1
Public Market Building
Addendum 1
2. National Sanitation Foundation (NSF).
3. American Society of Mechanical Engineers (ASME).
4. National Board of Boiler and Pressure Vessel Inspectors (NBBPVI).
5. National Electrical Manufacturers'Association (NEMA).
6. Underwriters Laboratories (UL).
D. Ensure pumps operate at specified system fluid temperatures without vapor binding and
cavitation, are non-overloading in parallel or individual operation; operate within 25% of midpoint
of published maximum efficiency curve.
1.06 REGULATORY REQUIREMENTS
A. Conform to NSF, NBBPVI, and ANSI/NFPA requirements for water heaters.
B. Conform to ASME Section VIIID for manufacture of pressure vessels for heat exchangers.
C. Conform to ASME Section VIIID for tanks.
D. Products Requiring Electrical Connection: Listed and classified by Underwriters Laboratories
Inc., as suitable for the purpose specified and indicated.
1.07 DELIVERY,STORAGE,AND PROTECTION
A. Deliver, store, protect and handle products to site under provisions of Architectural Specification
Sections.
B. Provide temporary inlet and outlet caps. Maintain caps in place until installation.
1.08 WARRANTY
A. Provide five-year manufacturer warranty under provisions of Architectural Specification Sections.
B. Warranty is to include coverage of domestic water heaters, in-line circulator, sump pumps and
sewage ejectors.
PART 2 PRODUCTS
2.01 ELECTRIC WATER HEATER(COMMERICAL)
A. Manufacturer:
1. A.O. Smith
2. Engineer approved equal.
B. Type: Factory-assembled and wired, electric, vertical storage.
C. Performance: See schedule on drawings.
D. Tank: Glass lined welded steel; 4" diameter inspection port, thermally insulated with minimum
2" fiberglass or polyurethane encased in corrosion-resistant steel jacket; baked-on enamel
finish.
E. Controls: Automatic immersion water thermostat; externally adjustable temperature range from
60 to 180 deg F flanged or screw-in nichrome elements, high temperature limit thermostat.
F. Accessories: Brass water connections and dip tube, drain valve,magnesium anode, and
ASME rated temperature and pressure relief valve.
G. Controls: Ventilated control cabinet,factory-wired with solid state progressive sequencing step
controller, fuses, magnetic contactors, control transformer, pilot lights indicating main power
and heating steps, control circuit toggle switch, electronic low-water (probe-type) cut-off, high
temperature limit thermostat, flush-mounted temperature and pressure gauges.
CONTRACT NO. 721 22 3000 RiverLoop Exposition Plaza Phase 1
Addendum 1 Public Market Building
H. Heating Elements: Flange-mounted immersion elements; individual elements sheathed with
Incoloy corrosion-resistant metal alloy, rated less than 75 watts per square inch.
I. Provide one three gallon diaphragm expansion tank rated for a maximum allowable working
pressure equal to or greater than the pressure of the water heater.
2.02 DIAPHRAGM-TYPE COMPRESSION TANK
A. Manufacturer:
1. Amtrol
2. Taco
3. Engineer approved equal.
B. Construction: Welded steel, tested and stamped in accordance with Section VIIID of ASME
Code; supplied with National Board Form U-1, rated for a maximum allowable working pressure
equal to or greater than the pressure of the water heater with flexible EPDM diaphragm sealed
into tank, and steel legs or saddles.
C. Accessories: Pressure gauge and air-charging fitting,tank drain; pre-charge to 55 psig. Verify
pressure with system water pressure.
D. Size:Three-gallon capacity.
PART 3 EXECUTION
3.01 WATER HEATER INSTALLATION
A. Install in accordance with manufacturer's instructions.
B. Install unit with clearance for removal without disturbing other installed equipment or piping.
C. Pipe relief valves and drains to nearest floor drain.
END OF SECTION
CONTRACT NO. 721 22 3000 RiverLoop Exposition Plaza Phase 1
Addendum 1 Public Market Building
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BACK TO LOUVER.
Mechanical Room Section
1/4.-r-o.
C41-1WT::0 214 East 4th St. Waterloo Exposition Grounds
Waterloo,IA 50703 Public Market Building
319-235-064 Waterloo, Iowa
319-235-0644 f
11112 Aurora Ave. Sheet Title: Mechanical Room Section
GILMOR MECHANICAL & ELECTRICAL Urbandale,IA 50322 File Name: -
+DOYLE CONSULTING 515-251-7280p
luEeNiN1I4 LAT I tad - 515-251-7349 f Scale: 1/4 = 1'-0"
WATERLOO -- DES MOINES, IOWA www.gdeng.com Date: 4.2.2008 Sheet:SD—M3.O