HomeMy WebLinkAbout8/13/14 project manual
Project Specifications VOLUME 1
Project Number: 13297000 May 1, 2014
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
INCORPORATED
200 FIFTH AVENUE SE
SUITE 201
CEDAR RAPIDS, IOWA 52401
(319) 363-6018
FAX: (319) 363-7349
Set Number:
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
TABLE OF CONTENTS
VOLUME 1
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 01 02 PROJECT INFORMATION 2
00 01 07 SEALS PAGE 2
00 11 10 NOTICE OF HEARING 1
00 11 13 NOTICE TO BIDDERS 3
00 21 13 INSTRUCTIONS TO BIDDERS 1
00 22 13 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 2
00 22 15 SPECIAL INSTRUCTIONS 1
00 25 13 PRE-BID CONFERENCE 1
00 31 00 AVAILABLE PROJECT INFORMATION 1
GEOTECHNICAL ENGINEERING REPORT 53
00 41 13 BID FORM 3
00 43 13 SUPPLEMENTS TO BID FORMS 1
00 44 14 SUBSTITUTION REQUEST FORM 3
00 52 00 AGREEMENT FORM 1
00 61 13 BONDS AND CERTIFICATES 1
00 72 00 GENERAL CONDITIONS 1
00 73 00 SUPPLEMENTARY CONDITIONS 9
BACKGROUND CHECK FORMS 4
00 73 10 SPECIAL CONDITIONS 1
DIVISION 01 - GENERAL REQUIREMENTS
01 10 00 SUMMARY 2
01 20 00 PRICE AND PAYMENT PROCEDURES 5
01 22 00 UNIT PRICES 2
01 23 00 ALTERNATES 1
01 30 00 ADMINISTRATIVE REQUIREMENTS 8
TERMS AND CONDITIONS FOR USE OF ELECTRONIC FILES FORM 2
01 32 16 CONSTRUCTION PROGRESS SCHEDULE 4
01 40 00 QUALITY REQUIREMENTS 3
01 40 50 STRUCTURAL TESTS AND SPECIAL INSPECTIONS 9
01 42 16 DEFINITIONS 1
01 45 40 MOCK-UP REQUIREMENTS 4
01 50 00 TEMPORARY FACILITIES AND CONTROLS 5
01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL 5
01 60 00 PRODUCT REQUIREMENTS 4
01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS 12
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 4
01 78 00 CLOSEOUT SUBMITTALS 4
01 79 00 DEMONSTRATION AND TRAINING 2
DIVISION 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE 9
03 35 11 CONCRETE FLOOR FINISHES 4
03 41 00 PRECAST CONCRETE HOLLOW CORE PLANKS 9
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY 11
04 43 01 STONE MASONRY VENEER 4
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL FRAMING 5
PAGE 1
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
05 21 00 STEEL JOIST FRAMING 4
05 31 00 STEEL DECKING 4
05 40 00 COLD FORMED METAL FRAMING 5
05 50 00 METAL FABRICATIONS 4
05 51 00 METAL STAIRS AND RAILINGS 6
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY 3
06 41 00 ARCHITECTURAL WOOD CASEWORK 5
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 14 00 FLUID-APPLIED WATERPROOFING 4
07 21 00 THERMAL INSULATION 3
07 26 00 UNDER-SLAB VAPOR BARRIER 3
07 27 13 WATER BARRIER MEMBRANE SYSTEM 6
07 41 13 METAL ROOF PANELS 5
07 42 13 FORMED METAL WALL PANELS 5
07 42 64 ALUMINUM COMPOSITE WALL PANELS 8
07 53 00 ELASTOMERIC MEMBRANE ROOFING 7
07 62 00 SHEET METAL FLASHING AND TRIM 3
07 72 00 ROOF ACCESSORIES 3
07 84 00 FIRESTOPPING 3
07 90 05 JOINT SEALANTS 5
DIVISION 08 - OPENINGS
08 11 13 HOLLOW METAL DOORS AND FRAMES 6
08 14 16 FLUSH WOOD DOORS 3
08 44 13 GLAZED ALUMINUM CURTAIN WALLS 9
08 71 00 DOOR HARDWARE 40
08 80 00 GLAZING 5
DIVISION 09 - FINISHES
09 21 16 GYPSUM BOARD ASSEMBLIES 6
09 30 00 TILING 4
09 51 00 ACOUSTICAL CEILINGS 3
09 64 66 WOOD ATHLETIC FLOORING 3
09 65 00 RESILIENT FLOORING 4
09 66 23 RESINOUS MATRIX TERRAZZO FLOORING (ADD-ALTERNATE #3) 4
09 68 13 TILE CARPETING 3
09 84 00 FABRIC WRAPPED PANELS 2
09 90 00 PAINTING AND COATING 6
09 94 10 ARCHITECTURAL FINISH FILMS 4
09 96 00 HIGH-PERFORMANCE COATINGS 2
DIVISION 10 - SPECIALTIES
10 11 01 VISUAL DISPLAY BOARDS 2
10 14 00 BUILDING SIGNAGE 2
10 21 13.19 SOLID SURFACE TOILET COMPARTMENTS 2
10 21 23 CUBICLE CURTAINS 2
10 22 13 WIRE MESH PARTITIONS 3
10 28 00 TOILET ACCESSORIES 2
10 44 00 FIRE PROTECTION SPECIALTIES 2
10 51 00 LOCKERS 3
10 75 00 FLAGPOLES 2
PAGE 2
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
DIVISION 11 - EQUIPMENT
11 40 00 FOODSERVICE EQUIPMENT – REFERENCE DOCUMENTS 1
FOODSERVICE GENERAL CONDITIONS – REFERENCE DOCUMENT 8
FOODSERVICE EQUIPMENT WRITTEN SPECIFICATIONS – REFERENCE
DOCUMENT 12
11 66 23 GYMNASIUM EQUIPMENT 4
11 66 53 GYMNASIUM DIVIDERS 3
DIVISION 12 - FURNISHINGS
12 24 13 ROLLER WINDOW SHADES 3
12 36 00 COUNTERTOPS 2
12 48 13 ENTRANCE FLOOR MATS AND FRAMES 1
12 66 13 TELESCOPING BLEACHERS 5
12 93 13 SITE FURNISHINGS 2
DIVISION 14 – CONVEYING EQUIPMENT
14 60 00 HOISTS AND TROLLY 2
VOLUME 2
DIVISION 21 - FIRE SUPPRESSION TABLE OF CONTENTS
21 00 10 FIRE SUPPRESSION GENERAL PROVISIONS 9
21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION 2
21 05 53 IDENTIFICATION FOR FIRE PROTECTION PIPING AND EQUIPMENT 4
21 10 00 WATER-BASED FIRE-SUPPRESSION SYSTEMS 6
DIVISION 22 - PLUMBING TABLE OF CONTENTS
22 00 10 PLUMBING GENERAL PROVISIONS 10
22 05 00 COMMON WORK RESULTS FOR PLUMBING 2
22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT 2
22 05 19 METERS AND GAGES FOR PLUMBING PIPING 2
22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING 3
22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 4
22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 4
22 07 00 PLUMBING INSULATION3
22 11 16 DOMESTIC WATER PIPING 7
22 11 23 DOMESTIC WATER PUMPS 3
22 13 16 SANITARY WASTE AND VENT PIPING 5
22 13 19 SANITARY WASTE PIPING SPECIALTIES 1
22 14 13 FACILITY STORM DRAINAGE PIPING 4
22 14 29 SUMP PUMPS AND PIPING 3
22 31 00 DOMESTIC WATER SOFTNERS 3
22 33 00 ELECTRIC DOMESTIC WATER HEATERS 2
22 40 00 PLUMBING FIXTURES 4
22 45 00 EMERGENCY PLUMBING FIXTURES 1
22 47 00 DRINKING FOUNTAINS AND WATER COOLERS1
DIVISION 23 - HEATING, VENTILATING AND AIR CONDITIONING (HVAC)
23 00 10 HVAC GENERAL PROVISIONS 11
23 05 00 COMMON WORK RESULTS FOR HVAC2
23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 3
23 05 16 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING 2
23 05 19 METERS AND GAUGES FOR HVAC PIPING 2
23 05 23 GENERAL-DUTY VALVES FOR HVAC PIPING 2
23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 4
PAGE 3
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
23 05 48 VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT 4
23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 4
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 7
23 07 00 HVAC INSULATION 5
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC16
23 21 13 HYDRONIC PIPING 12
23 21 13.33GROUND HEAT EXCHANGER 7
23 21 23 HYDRONIC PUMPS 5
23 31 13 METAL DUCTS 10
23 31 16 NONMETAL DUCTS 3
23 33 00 AIR DUCT ACCESSORIES 4
23 34 16 CENTRIFUGAL HVAC FANS 3
23 36 00 AIR TERMINAL UNITS 2
23 37 13 DIFFUSERS, REGISTERS, AND GRILLES 1
23 38 13 COMMERCIAL KITCHEN EXHAUST EQUIPMENT 3
23 72 00 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT 4
23 81 46 WATER-SOURCE UNITARY HEAT PUMPS 6
DIVISION 26 - ELECTRICAL
26 00 10 ELECTRICAL GENERAL PROVISIONS 9
26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 3
26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 4
26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 3
26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 7
26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 3
26 05 73 SHORT-CIRCUIT/COORDINATION STUDY/ARC FLASH HAZARD ANALYSIS 7
26 24 13 SWITCHBOARDS 4
26 24 16 PANELBOARDS 4
26 27 26 WIRING DEVICES 3
26 28 15 MOTOR AND SERVICE DISCONNECTS 2
26 29 13 ENCLOSED CONTROLLERS 2
26 29 23 VARIABLE-FREQUENCY MOTOR CONTROLLERS 5
26 33 53 UNINTERRUPTIBLE POWER SUPPLY 6
26 43 13 SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE ELECTRICAL 3
POWER CIRCUITS
26 51 00 INTERIOR LIGHTING 5
26 82 39 ELECTRIC HEATERS 2
DIVISION 27 - TELECOMMUNICATIONS
27 00 10 TELECOMMUNICATIONS GENERAL PROVISIONS 11
27 10 00 TELECOMMUNICATIONS GROUNDING AND BONDING 4
27 11 00 TELECOMMUNICATIONS CABLING AND EQUIPMENT 7
27 12 00 TELECOMMUNICATIONS TESTING AND DOCUMENTATION 5
27 40 00 AUDIO VIDEO SYSTEM 3
27 50 00 INTERCOM SYSTEM 3
27 51 00 RESCUE ASSISTANCE SYSTEM 2
27 60 00 SCHOOL CLOCK SYSTEM 2
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 00 10 ELECTRONIC SAFETY AND SECURITY GENERAL PROVISIONS 8
28 31 00 FIRE ALARM AND DETECTION SYSTEM (ADDRESSABLE) 14
28 50 00 ACCESS CONTROL CABLING AND EQUIPMENT 3
28 60 00 CAMERAS, VIDEO SURVEILLANCE 2
28 65 00 PROGRAMMING, SAFETY AND SECURITY SYSTEMS 3
28 71 00 INTRUSION DETECTION EQUIPMENT AND CABLING 3
PAGE 4
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
28 75 00 INTRUSION DETECTION PROGRAMMING 2
DIVISION 31 –EARTHWORK
31 10 00 SITE CLEARING 3
31 20 00 EARTH MOVING FOR BUILDINGS AND STRUCTURES 5
31 22 00 GRADING 4
31 23 16 EXCAVATION 2
31 23 16.13TRENCHING 4
31 23 23 FILL 4
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 11 23 AGGREGATE BASE COURSES 3
32 12 16 ASPHALT PAVING 2
32 13 13 CONCRETE PAVING 4
32 17 23 PAINTED PAVEMENT MARKINGS 3
32 31 13 CHAIN LINK FENCES AND GATES 3
32 33 50 COLORED CONCRETE 4
32 92 19 SEEDING 4
32 92 23 SODDING 3
32 93 00 PLANTS 5
DIVISION 33 – UTILITIES
33 05 13 MANHOLES AND STRUCTURES 2
33 11 16 SITE WATER UTILITY DISTRIBUTION PIPING 4
33 13 00 DISINFECTING OF WATER UTILITY DISTRIBUTION 2
33 31 11 SITE SANITARY UTILITY SEWERAGE PIPING 8
33 41 11 SITE STORM UTILITY DRAINAGE PIPING 3
33 46 00 SUBDRAINAGE 2
PAGE 5
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
SECTION 00 01 07 - SEALS PAGE
ARCHITECT OF RECORD
OPN ARCHITECTS, INC.
I hereby certify that the portion of this technical submission described
below was prepared by me or under my direct supervision and
responsible charge. I am a duly Registered Architectunder the laws of
the State of Iowa.
STEVEN KNIERIM
______________________________________________
Signature
Registration expires 6/30/14 Iowa Reg No. 5219
Pages or sheets covered by this seal: A000-A700
Divisions 0-2, 4, 6-12, Sections 05 50 00 and 05 51 00
CIVIL ENGINEER
MMS CONSULTANTS
I hereby certify that the portion of this technical submission described
below was prepared by me or under my direct supervision and
responsible charge. I am a duly licensed Professional Engineer and Land
Surveyorunder the laws of the State of Iowa.
SCOTT POTTORFF, P.E.
______________________________________________
Signature
Registration expires 12/31/14 Iowa License No. 16923
Pages or sheets covered by this seal: C101-C501, L101
Divisions 31 through 33 and Section 01 57 13
STRUCTURAL ENGINEER
M2B CONSULTING ENGINEERS
I hereby certify that the portion of this technical submission described
below was prepared by me or under my direct supervision and
responsible charge. I am a duly licensed Structural Engineer under the
laws of the State of Iowa.
MICHAEL D. BRENNEMAN, P.E.
______________________________________________
Signature
Registration renewal: 12/31/15 Iowa License No. 13013
Pages or sheets covered by this seal: S100-S505
Divisions 3 & 5 and Section 31 20 00
SEALS PAGE 00 01 07 - 1
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
MECHANICAL ENGINEER
DESIGN ENGINEERS
I hereby certify that the portion of this technical submission described
below was prepared by me or under my direct supervision and
responsible charge. I am a duly licensed Mechanical Engineer under the
laws of the State of Iowa.
DWIGHT CLOPTON SCHUMM, P.E.
______________________________________________
Signature
Registration expires 12/31/14 Iowa License No. 13694
Pages or sheets covered by this seal: H111-H540, P110-P520,
FA111A-FA500, FP111-FP500
Divisions 21, 22 & 23
ELECTRICAL ENGINEER
DESIGN ENGINEERS
I hereby certify that the portion of this technical submission described
below was prepared by me or under my direct supervision and
responsible charge. I am a duly licensed Electrical Engineer under the
laws of the State of Iowa.
DWIGHT CLOPTON SCHUMM, P.E.
______________________________________________
Signature
Registration expires 12/31/14 Iowa License No. 13694
Pages or sheets covered by this seal: E111A-E505, T111A-T502
Divisions 26, 27 & 28
END OF SEALS PAGE
SEALS PAGE 00 01 07 - 2
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 132970000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
SECTION 00 22 13 - SUPPLEMENTARY INSTRUCTIONS TO BIDDERS
The following supplements modify, change, delete from or add to the "Instructions to Bidders", AIA
Document A701, 1997 Edition. Where any Article of the Instructions is modified or any Paragraph,
Subparagraph or Clause thereof is modified or deleted by these Supplementary Conditions, the unaltered
provisions of that Article, Paragraph, Subparagraph or Clause shall remain in effect.
ARTICLE 3: BIDDING DOCUMENTS
1. Paragraph 3.1 Copies
A. Sub-paragraph 3.1.1; delete this paragraph and add the following:
3.1.1 All Bidders may obtain complete printed sets of the Bidding Documents from the
issuing office designated in the Notice to Bidders in the number and for the deposit sum
stated therein. The deposit will be refunded to Bidders who submit a bona fide Bid and
return the Bidding Documents in good condition within fourteen days after award of
Contract. The cost of replacement of missing or damaged documents will be deducted
from the deposit. A Bidder receiving a Contract award may retain the Bidding Documents
and the Bidder’s deposit will be refunded.
B. Sub-paragraph 3.1.2; delete the paragraph and add the following:
1. "3.1.2 A Bidder receiving a Contract award may retain the Bidding Documents."
2. Paragraph 3.2 Interpretation or Correction of Bidding Documents
A. Sub-paragraph 3.2.2; add the following:
"An ambiguity, inconsistency, or error discovered too late to be clarified or interpreted by
Addendum shall be handled in the following manner:
.1 The Bidder or Sub-bidder shall promptly notify the Architect.
.2 The Bidder or Sub-bidder shall determine, to the best of his ability, the proper
methods or materials required to fulfill the design intent of the Architect and shall
include the cost of providing such methods or materials in this Bid or Sub-bid.
.3 The Bidder or Sub-bidder shall submit with the Bid, as supplemental information,
descriptions of the ambiguity, inconsistency, or error and the methods or materials
which he has included in the Bid.
.4 The Owner, Construction Manager and Architect will review the supplemental
information prior to awarding the Contract."
3. Paragraph 3.3 Substitutions
A. Sub-paragraph 3.3.2; add the following:
".1 All substitution requests shall be submitted on the Substitution Request Form included
in the Project Specification Manual. All substitution requests submitted must be complete
with all requested information. Incomplete forms and requests submitted on other forms
shall be disregarded.”
ARTICLE 4: BIDDING PROCEDURES
1. Paragraph 4.1 Preparation of Bids
A. Sub-paragraph 4.1.1; add the following sentence:
1. "Bidders shall include the original Bid in the submittal envelope."
2. Paragraph 4.2 Bid Security
A. Sub-paragraph 4.2.4; add the following:
"4.2.4 Bid Security in the amount of 5% of the Bid shall be presented as:
.1 A certified check on a solvent Iowa bank, made payable to the Owner; or,
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00 22 13 - 1
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 132970000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
.2 A surety bond from a surety company authorized to do business in the state of
Iowa; or
.3 A certified share draft on a solvent Iowa credit union, made payable to the Owner."
3. Paragraph 4.3 Submission of Bids
A. Sub-paragraph 4.3.1; delete this paragraph and add the following:
"4.3.1 Bids, required submittals, and supplementary information shall be presented in two
separate sealed opaque envelopes identified with the Project title, the Bidder's name, and
a list of the con-tents. The contents of the envelopes shall be as follows:
.1 Envelope No. One shall contain the original copy of the Bid.
.2 Envelope No. Two shall contain the Bid Security and supplemental information
offered by the Bidder.
Both envelopes shall be sealed in a mailing envelope addressed to the party receiving the
Bids and identified with the Project name, the Bidder's name and address and, if
applicable, the designated portion of the Work for which the Bid is submitted. The mailing
envelope shall be noted "SEALED BID ENCLOSED".
B. Sub-paragraph 4.3.5; add the following:
"4.3.5 Bids shall remain in force and effect for thirty (30) days after opening of the Bid.
ARTICLE 6: POST-BID INFORMATION
Sub-paragraph 6.3.1; delete “as soon as practicable or as stipulated in the Bidding Documents” and
insert “within three (3) business days.”
ARTICLE 7: PERFORMANCE BOND AND PAYMENT BOND
1. Paragraph 7.1 Bond Requirements
A. Sub-paragraph 7.1.1; delete this paragraph and add the following:
"7.1.1 The Bidder shall furnish bonds covering the faithful performance of the Contract and
the payment of all obligations arising thereunder in an amount equal to the total Contract
Sum. Bonds may be secured through the Bidder's usual sources. The cost of the Bonds
shall be included in the Bid."
B. Sub-paragraph 7.1.2; delete this paragraph.
ARTICLE 9: WARRANTY EXTENSION
1. Paragraph 9.1 Correction of Work after Substantial Completion; add the following:
A. The Bidder shall be required to extend the one-year warranty period called out in Paragraph
12.2.2 of the General Conditions of the Contract for Construction by one year, resulting in a two
year period from the date of Substantial Completion where he will be required to correct
deficiencies in materials and workmanship and non-conforming work. The cost of the extension
shall be included in the Bid.”
ARTICLE 10: SUPPLEMENTARY INSTRUCTIONS
1. Paragraph 10.1 Reference
A. "10.1 Reference; add the following
1. All references to provisions in Article 10 - Supplementary Instructions to Bidders are
hereby trans-ferred to Section 00120 - Supplementary Instructions to Bidders. Any
modifications stated in Section 00120 shall have the same force and effect as if stated in
Article 10."
END OF SECTION 00 22 13
SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 00 22 13 -2
Mandatory Background Checks.
Vendor Representative Disclosure Statement
It is the policy of the Iowa City Community School District Board of Directors to make every
reasonable effort to provide a safe learning environment for students. Therefore, the District
requires the following confidential information from representatives of vendors who work within
District property. This statement must be completed and returned to the Educational Services
Center prior to working on District property.
ave you ever been convicted of a serious misdemeanor, aggravated misdemeanor, or a felony
under Iowa law or any other state/country law?
Yes No
ave you ever been convicted, or had an administrative finding, of violating any law involving
child abuse, sexual abuse, physical abuse, sexual harassment or exploitation, or any other crime
related to children?
Yes No
ave you ever been the subject of or listed as the perpetrator in a founded child abuse report?
Yes No
re you required to register as a sex offender with the Sex Offender Registry?
Yes No
o you currently have charges pending or are there any ongoing investigations relating to any of
the aforementioned?
Yes No
.
Name
Street Address
City/State Zip
Day Phone Evening Phone
E-Mail Address: ______________________________________________________________________
By signing on this form, I agree that should any of the above information change in the future I
shall notify the District immediately.
Signature Date
ACCOUNT NUMBER: 9749- F
STATE OFIOWA
Criminal History Record Check
Request Form
To:Iowa Division of Criminal InvestigationFrom:Iowa City Community School District
Support Operations Bureau, 1 st Floor1725 North Dodge St
Iowa City, IA 52245
215 E. 7 th Street
Des Moines, Iowa 50319
(515) 725-6066
(515) 725-6080 Fax
(319) 688-1000
Phone:
(319) 688-1009
Fax:
XLast NameXFirst NameXMiddle Name
XDate of BirthXGender XSocial Security Number
MaleFemale
Without a signed waiver from the subject of the request, a complete criminal history record may not be
Waiver Information:
releasable, per Code of Iowa, Chapter 692.2. For completecriminal history record information, as allowed by law, always
obtain a waiver signature from the subject of the request.
Waiver Release
XWaiver Signature
Iowa Criminal History Record Check Results
REQUEST FOR CHILD ABUSE INFORMATION
Persons or agencies with authorized access to child abuse information must use this form to request information about a
registered child abuse report. Complete a separate form for each family or individual.
SECTIONI: To be completed by the person or agency requesting the information.
Requester: Last First or Agency Name Telephone Number
(
)
Hnv` Bhsx Bnlltmhsx Rbgnnk Chrsqhbs 208577,0///
Street City State Zip Code
1725 North Dodge Street52245
Hnv` Bhsx H@
Relationship to the persons listed in Section II or III:
I have read and understand the legal provisions for handling child abuse information which are printed on the back of this
form. I understand that this request will not be approved unless I have authorized access.
Signature of Requester Date
Complete Section II if the purpose of this record check is employment, licensing or registration, or payment approval.
SECTIONII:List the name and address of the person whose record is being checked.
Last First Middle Birth Date Social Security Number
Street City County State Zip Code
List maiden name, any previous married names, and any alias:
Complete Section III if the request is for a copy of the written summary of the abuse investigation or assessment.
SECTIONIII: Request for written summary.
Name(s): Last First Middle County Birth Date Social Security Number
Street City State Zip Code
List maiden name, any previous married names, and any alias:
(Attach additional pages if necessary):
LastFirstMiddleCountyBirth DateSocial Security Number
SECTIONIV: Registry or designee decision.
This request for information is approved.
This request for information is denied because:
Signature Date
470-0643 (Rev. 4/00) Copy 1: Central Registry or Designee Copy 2: Requester Copy 3: County Office
TERMS AND CONDITIONSFOR USE OF ELECTRONIC FILES
PROJECT NAME:SOUTHELEMENTARY PROJECT NO:
13297000
CLIENT NAME:IOWA CITY COMMUNITY
DATE:
SCHOOL DISTRICT
PROJECT LOCATION:IOWA CITY, IA
CONTRACTOR:OPN CONTACT
Monica Davis
1.The purpose of this Agreement is to grant a license from OPN Architects (hereinafter referredto
as OPN) to the Receiving Party for the Receiving Party’s use of Digital Data on the Project, and
to set forth the license terms.
2.Unless otherwise granted in a separate license, the Receiving Party’s use, modification, or
further transmission of the Digital Data, as provided in the Agreement, is specifically limited to
the design and construction of the Project in accordance with the Project,and nothing
contained in this Agreementconveys any other right to use the Digital Data for another
purpose. Permitted uses (select below):
Store and view only
Reproduce and distribute
Integrate (incorporate additional digital data without modifying data received)
Modify as required to fulfill obligations for the Project
3.Digital Data is defined as information, communications, drawings, designs, or Building
Information Model created or stored for the Project.A Building Information Model(s) is a digital
representation of the physical and functional characteristics of the Project (referred to in this
Exhibit as the “Model(s),”)which term may be used herein to describe a Model Element, a
single Model or multiple Models used in the aggregate. Models may include 2D and 3D
information.A Model Element is a portion of the Building Information Model representing a
component, system or assembly within a building or building site.The Model Element Author is
the party responsible for developing the content of a specific Model Element.
4.The Receiving Party understands and agrees thatDigital Data may represent work in progress
and as such will continue to evolve after the Receiving Party has begun its use of the model.
Changes to this data may occur without notice or during transfer / translationsof this data and it
is the sole responsibility of the Receiving Party to verify all elements included herein.
Consequently the Receiving Party takes full responsibility for the accuracy and correctness of
all measurements, areas, inventories, or other data extracted from this digital data andthe use
of such information is entirely at the Receiving Party’s own risk. Digital Data is to be used for
coordination purposes only; paper contract documents will govern discrepancies.
5.OPN retains its rights in the Digital Data. By transmitting the Digital Data, OPN does not grant
to the Receiving Party an assignment of those rights; nor does OPN convey to the Receiving
Party any right in the software used to generate the Digital Data.
6.The Receiving Party agrees to keep Confidential Information strictly confidential and not to
disclose it to any other person except to (1) its employees, (2) those who need to know the
content of the Confidential Information in order to perform services or construction solely and
exclusively for the Project, or (3) its consultants and contractors whose contracts include similar
restrictions on the use of Confidential Information.
7.To the fullest extent permitted by law, the Receiving Party,and subsequent Receiving Parties,
shall indemnify and defend OPN from and against all claims arising from or related to the
Receiving Party’s modification to, or unlicensed use of, the DigitalData.
200 FIFTH AVENUE S.E., SUITE 201,CEDAR RAPIDS, IOWA 52401-2024 (319) 363-6018 FAX (319) 363-7349
100 COURT AVENUE, SUITE 100,DES MOINES, IOWA 50309(515)309-0722FAX (515) 309-0725
WWW.OPNARCHITECTS.COM
1 OF 2
8.A standard fee payment of $100.00 per requested drawing file shall be submitted with thisform.
Payment shall be made by check payable to “OPN Architects, Inc.” Submit requests and
payment to OPN Architects, Inc.
9.This Agreement is entered into as of the day and year first written above and will terminate
upon Substantial Completion of the Project, as that term is defined in AIA Document A201™ -
2007, General Conditions of the Contract for Construction, unless otherwise agreed by the
parties and set forth below.
_______________________________________________________________
(Indicate when this Agreement will terminate, if other than the date of
Substantial Completion
Accepted By:
Printed Name:
Date:
Title:
Company:
Address:
Phone:Fax:
Email:
200 FIFTH AVENUE S.E., SUITE 201,CEDAR RAPIDS, IOWA 52401-2024 (319) 363-6018 FAX (319) 363-7349
100 COURT AVENUE, SUITE 100,DES MOINES, IOWA 50309(515)309-0722FAX (515) 309-0725
WWW.OPNARCHITECTS.COM
2 OF 2
IOWA CITY COMMUNITY SCHOOL DISTIRCT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
SECTION 01 40 50 - STRUCTURAL TESTS AND SPECIAL INSPECTIONS
PART 1 GENERAL
1.01RELATED DOCUMENTS
A. Drawings and general provisions of the Contract, including General and Supplementary
Conditions and other Division 01 Specification Sections, apply to this Section.
1.02SUMMARY
A. Define and coordinate special structural testing and inspection services to be paid by the
owner.
B. Provide greater confidence that the specified work is constructed in compliance with the
contract documents and the special inspection section of the applicable building code (ex. Ch
17- IBC) as adopted by the local building official, or the state. These services do not relieve the
Contractor of responsibility for compliance with the requirements of the contract documents.
C. Related Sections include the following:
1. Division 1 Section "Construction Progress Documentation" for developing a schedule of
required tests and inspections.
2. Division 1 Section "Quality Requirements"
3. Division 1 Section "Cutting and Patching" for repair and restoration of construction
disturbed by testing and inspecting activities.
4. Division 1 Section 01 40 00- "Quality Control"
1.03REFERENCES
A. ASTM C1077 - Practice for Laboratories Testing Concrete and Concrete Aggregates for Use in
Construction and Criteria for Laboratory Evaluation.
B. ASTM C1093 - Practice for Accreditation of Testing Agencies for Unit Masonry.
C. ASTM D3740 - Practice for Minimum Requirements for Agencies Engaged in the Testing and/or
Inspection of Soil and Rock as Used in Engineering Design and Construction.
D. ASTM E43 - Standard Practice for Agencies Performing Nondestructive Testing.
E. ASTM E48 - Standard Guide for General Criteria Used for Evaluating Laboratory Competence.
F. ASTM E329 - Standard Specification for Agencies Engaged in the Testing and/or Inspection of
Materials Used in Construction.
G. Applicable building code as adopted by local building official.
1.04DEFINITIONS
A. Preconstruction Testing: Tests and inspections that are performed specifically for the Project
before products and materials are incorporated into the Work to verify performance or
compliance with specified criteria.
B. Product Testing: Tests and inspections that are performed by an NRTL, an NVLAP, or a
testing agency qualified to conduct product testing and acceptable to authorities having
jurisdiction, to establish product performance and compliance with industry standards.
C. Source Quality-Control Testing: Tests and inspections that are performed at the source, i.e.,
plant, mill, factory, or shop.
D. Field Quality-Control Testing: Tests and inspections that are performed on-site for installation
of the Work and for completed Work.
E. Testing: Evaluation of systems, primarily requiring physical manipulation and analysis of
materials, in accordance with approved standards.
F. Inspection: Evaluation of systems, primarily requiring observation and technical judgment.
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 1
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
G. Special Structural Testing and Inspection: Special Structural Testing and Inspection Services
herein include items required by the building code as adopted by the local building official, and
other items identified which in the professional judgment of the Structural Engineer of Record,
are critical to the integrity of the building structure. These are required of the materials,
installation, fabrication, erection, or placement of components and connections requiring
special expertise to ensure compliance with approved construction documents and referenced
standards.
H. Architect of Record: The prime consultant in charge of overall design and coordination of the
project.
I. Structural Engineer of Record (SER): The Registered Engineer in responsible charge of the
structural design for the project.
J. Testing Agency (TA): The testing agency shall be an established and approved independent
testing agency acceptable to the Owner and building official and as noted below:
1. Authorized to operate in the state in which the project is located and experienced with the
requirements and testing methods specified in the technical scope sections of PART 3.
2. Meeting applicable requirements of "Reference".
3. Testing equipment shall be calibrated at reasonable intervals by devices of accuracy
traceable to either the National Bureau of Standards, or to accepted values of natural
physical constants.
K. Special Inspector (SI): An experienced employee of the Testing Agency who is educated in
conducting, supervising, and evaluating tests and/or inspections.
1. The special inspector shall be under the direct supervision of a registered civil/structural
engineer, experienced with the type of work requiring special structural testing and
inspection.
2. Unique special inspector requirements, for specific materials and system, are noted in
related technical specification sections.
L. Fabricator: contractor who fabricates structural load-bearing or lateral-load-resisting members
and assemblies on the premises of the contractor's shop.
M. Building Official: The Officer or its duly authorized representative charged with the
administration and enforcement of the adopted building code.
N. Continuous: Full time observation of work requiring special inspection by an approved special
inspector who is present in the area where the work is being performed.
O. Periodic: Part-time or intermittent observation of work requiring special inspection by an
approved special inspector who is present in the area where the work has been or is being
performed and at the completion of the work.
P. Installer/Applicator/Erector: Contractor or another entity engaged by Contractor as an
employee, Subcontractor, or Sub-subcontractor, to perform a particular construction operation,
including installation, erection, application, and similar operations.
1.05CONFLICTING REQUIREMENTS
A. General: If compliance with two or more standards is specified and the standards establish
different or conflicting requirements for minimum quantities or quality levels, comply with the
most stringent requirement. Refer uncertainties and requirements that are different, but
apparently equal, to Architect for a decision before proceeding.
B. Minimum Quantity or Quality Levels: The quantity or quality level shown or specified shall be
the minimum provided or performed. The actual installation may comply exactly with the
minimum quantity or quality specified, or it may exceed the minimum within reasonable limits.
To comply with these requirements, indicated numeric values are minimum or maximum, as
appropriate, for the context of requirements. Refer uncertainties to Architect for a decision
before proceeding.
1.06SUBMITTALS
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 2
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
A. Schedule of Tests and Inspections: Prepared in tabular form by testing agency, to submit to
the contractor and design professional, and including the following:
1. Specification Section number and title.
2. Description of test and inspection.
3. Identification of applicable standards.
4. Identification of test and inspection methods.
5. Number of tests and inspections required.
6. Time schedule or time span for tests, inspections, and submittal of reports.
7. Requirements for obtaining samples.
8. Unique characteristics of each quality-control service.
B. Reports: Prepare and submit certified written reports that include the following:
1. Date of issue.
2. Project title and number.
3. Name, address, and telephone number of testing agency.
4. Dates and locations of samples and tests or inspections.
5. Names of individuals making tests and inspections.
6. Description of the Work and test and inspection method.
7. Identification of product and Specification Section.
8. Complete test or inspection data.
9. Test and inspection results and an interpretation of test results.
10. Record of temperature and weather conditions at time of sample taking and testing and
inspecting.
11. Comments or professional opinion on whether tested or inspected Work complies with the
Contract Document requirements.
12. Name and signature of laboratory inspector.
13. Recommendations on retesting and reinspecting.
C. Submit Reports to Owner, Building Official, Architect, Contractor, and Structural Engineer. A
final report of inspections documenting required special inspections and correction of
discrepancies shall be submitted periodically.
D. Permits, Licenses, and Certificates: For Owner's records, submit copies of permits, licenses,
certifications, inspection reports, releases, jurisdictional settlements, notices, receipts for fee
payments, judgments, correspondence, records, and similar documents, established for
compliance with standards and regulations bearing on performance of the Work.
1.07QUALITY ASSURANCE
A. General: Qualifications paragraphs in this Article establish the minimum qualification levels
required; individual Specification Sections specify additional requirements.
B. The Owner's representative may require testing and inspection of the work at the plant, before
shipment. The Owner reserves the right to reject material not complying with the contract
documents.
C. Testing and inspection shall be performed in accordance with the industry standard used as the
reference for the specific material or procedure unless other criteria are specified. In the
absence of a referenced standard, tests shall be accomplished in accordance with generally
accepted industry standards.
D. Work shall be checked as it progresses, but failure to detect any defective work or materials
shall in no way prevent later rejection if defective work or materials are discovered, nor shall it
obligate Owner to accept such work.
E. Installer Qualifications: A firm or individual experienced in installing, erecting, or assembling
work similar in material, design, and extent to that indicated for this Project, whose work has
resulted in construction with a record of successful in-service performance.
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 3
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
F. Manufacturer Qualifications: A firm experienced in manufacturing products or systems similar
to those indicated for this Project and with a record of successful in-service performance, as
well as sufficient production capacity to produce required units.
G. Fabricator Qualifications: A firm experienced in producing products similar to those indicated
for this Project and with a record of successful in-service performance, as well as sufficient
production capacity to produce required units.
H. Professional Engineer Qualifications: A professional engineer who is legally qualified to
practice in jurisdiction where Project is located and who is experienced in providing engineering
services of the kind indicated. Engineering services are defined as those performed for
installations of the system, assembly, or products that are similar to those indicated for this
Project in material, design, and extent.
I. Specialists: Certain sections of the Specifications require that specific construction activities
shall be performed by entities who are recognized experts in those operations. Specialists
shall satisfy qualification requirements indicated and shall be engaged for the activities
indicated.
1. Requirement for specialists shall not supersede building codes and regulations governing
the Work.
J. Testing Agency Qualifications: An NRTL, an NVLAP, or an independent agency with the
experience and capability to conduct testing and inspecting indicated, as documented
according to ASTM E 329 and ASTM D 3666; and with additional qualifications specified in
individual Sections; and where required by authorities having jurisdiction, that is acceptable to
authorities.
1. NRTL: A nationally recognized testing laboratory according to 29 CFR 1910.7.
2. NVLAP: A testing agency accredited according to NIST's National Voluntary Laboratory
Accreditation Program.
K. Factory-Authorized Service Representative Qualifications: An authorized representative of
manufacturer who is trained and approved by manufacturer to inspect installation of
manufacturer's products that are similar in material, design, and extent to those indicated for
this Project.
1.08RESPONSIBILITES
A. Special Inspector
1. Attend a pre-construction meeting to review the scope of special structural testing and
inspection.
2. Test and/or inspect the work listed herein for conformance with the approved design
drawings, specifications, and applicable material and workmanship provisions of the
Code.
3. Perform testing and inspection in a timely manner to avoid delay of work. Coordinate
sequence of activities to accommodate required quality-assurance and -control services
with a minimum of delay and to avoid necessity of removing and replacing construction to
accommodate testing and inspecting.
4. Schedule times for tests, inspections, obtaining samples, and similar activities.
5. Bring discrepancies to the immediate attention of the contractor for correction, then, if
uncorrected after a reasonable period of time, to the attention of the Structural Engineer of
Record, the Building Official, and to the Architect.
6. Submit test and/or inspection reports to the Building Official, Contractor, the Structural
Engineer of Record, and other designated persons.
B. Architect of Record
1. Identify non-structural items requiring special structural testing and inspection.
2. If appropriate, attend a pre-construction meeting to review the scope of special structural
testing and inspection. Include Contractor, Building Official, SER, Testing Agency and
other parties concerned.
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
3. Coordinate the flow of reports and related information to expedite resolution of
construction issues
C. Structural Engineer of Record (SER):
1. Identify structural items requiring special structural testing and inspection as listed in
section 3.
2. If requested, attend a pre-construction meeting to review the scope of special structural
testing and inspection.
3. Review summary reports submitted by special inspectors.
D. Testing Agency
1. Attend a pre-construction meeting to review the scope of special structural testing and
inspection.
2. Prepare and submit Schedule of Tests and Inspections.
3. Provide special structural testing and inspection services as previously described.
E. Contractor
1. Attend a pre-construction meeting to review the scope of special structural testing and
inspection.
2. Provide the special inspectors access to the approved drawings and specifications at the
job site.
3. Review reports submitted by special inspectors.
4. Retain at the job site all reports submitted by the special inspectors for review by the
building official upon request.
5. Correct in a timely manner, deficiencies identified in inspection and/or testing reports.
Allow adequate time for corrective work, reinspection, and documentation.
6. Provide the special inspector safe access to the work requiring inspection and/or testing.
7. Provide labor and facilities to provide access to the work and to obtain, handle and deliver
samples, to facilitate testing and inspection and for storage and curing of test samples.
8. Verification of conformance of the work within specified construction tolerances is solely
the Contractor's responsibility.
9. Contractor is responsible for costs of retesting and reinspecting construction that replaces
or is necessitated by work that failed to comply with the Contract Documents.
10. Maintain a log of Tests and Inspection at the site.
F. Building Official (Typical responsibilities noted for information only):
1. Determine work which, in the Building Officials opinion, involves unusual hazards or
conditions in accordance with the IBC.
2. Approve fabricators of load-bearing assemblies as the Building Official deems fit.
3. Review and approve special inspector qualifications.
4. Review reports and recommendations submitted by the special inspectors.
5. Review the "final signed reports" submitted by the special inspector(s). These documents
should be accepted and approved by the building department prior to issuance of a
Certificate of Occupancy.
G. Owner:
1. Establish direct funding to provide for cost of special structural testing and inspection
services.
2. Provide special inspector with approved design drawings, specifications and approved
shop drawings.
3. Owner will furnish Contractor with names, addresses, and telephone numbers of testing
agencies engaged and a description of types of testing and inspecting they are engaged
to perform.
1.09NOTICE OF INSPECTIONS
A. Contractor shall provide adequate notice for inspections performed by the Building Official, as
required by the building code and other local codes.
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 5
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
B. Contractor shall provide adequate notice for inspections performed by the Special Inspector.
1.10PERIODIC SITE OBSERVATIONS BY DESIGN CONSULTANTS
A. Special structural testing and inspection, conventional testing and inspection, and periodic
inspections by the Building Official do not preclude the normal field involvement and site
observations by Architect or Structural Engineer of Record, nor shall it relieve the Contractor of
any responsibility to complete the work in accordance with the approved drawings and
specifications in a timely manner.
1.11LIMITS OF AUTHORITY
A. Testing agents and/or special inspectors may not waive or alter contract requirements, or
approve or accept any portion of the work unless specifically authorized by the Owner through
the Architect or Structural Engineer of Record. They may not assume any duties of the
Contractor, and they have no authority to stop or reject "Work".
1.12PAYMENT
A. Unless noted otherwise, the Contractor shall provide and pay for all materials, samples, mock-
ups, and assemblies required for testing and inspection and shall pay for all shipping costs
related to delivery of this work. Testing agency will pay for shipping costs of samples
transported from site to lab.
B. If exploratory work is required to determine the cause of defects, the cost of such work shall be
paid by the Contractor, if the work is found to be defective, in the judgment of the
Architect/Engineer. Contractor shall reimburse the Owner for all costs incurred in this event.
C. Any tests required to qualify the Contractor or the workers for any phase of the work, shall be
paid by the Contractor.
1.13PROTECTION AND REPAIR
A. Upon completion of testing, sample-taking, or inspection, the Contractor shall repair damaged
work and restore substrates and finishes to eliminate deficiencies, including deficiencies in the
visual qualities of exposed surfaces, as judged solely by the Architect/Engineer of Record.
Protect work exposed by or for testing and/or inspection and protect repaired work. Repair and
protection is the Contractor's responsibility, regardless of the assignment of responsibility for
testing and/or inspection.
1.14TESTS TO DEMONSTRATE QUALIFICATIONS
A. If the Contractor proposes a product material, method, or other system that has not been pre-
qualified, the Architect may require applicable tests, to establish a basis for acceptance or
rejection. These tests will be paid for by the Contractor.
B. The Architect/Engineer of Record reserves the right to require certification or other proof that
the system proposed, is in compliance with any tests, criteria or standards called for. The
certificate shall be signed by a representative of an independent testing agency.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
3.01TEST AND INSPECTION LOG
A. Contractor shall prepare a record of tests and inspections. Include the following:
1. Date test or inspection was conducted.
2. Description of the Work tested or inspected.
3. Identification of testing agency or special inspector conducting test or inspection.
B. Maintain log at Project site. Post changes and modifications as they occur. Provide access to
test and inspection log for reference during normal working hours.
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 6
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
3.02REPAIR AND PROTECTION
A. General: On completion of testing, inspecting, sample taking, and similar services, repair
damaged construction and restore substrates and finishes.
1. Provide materials and comply with installation requirements specified in other
Specification Sections. Restore patched areas and extend restoration into adjoining areas
with durable seams that are as invisible as possible.
2. Comply with the Contract Document requirements for Division 1 Section "Cutting and
Patching."
B. Protect construction exposed by or for quality-control service activities.
3.03EARTHWORK FOR BUILDINGS - GRADING, EXCAVATION, FILING
A. General:
1. (Not Used)
B. Structural Testing and Special Inspection Requirements.
1. Classification of and approval of materials intended to be used, used and encountered
during construction per ASTM:D2488 and ASTM:D2487. - Periodic.
2. Performance of laboratory testing of materials, as needed (Proctor, Sieve Analysis,
Atterberg Limits, Consolidation Test, etc.). - Periodic.
3. During fill placement and compaction of the fill material, the special inspector shall
determine that the material being used and the maximum lift thickness comply with the
approved report. This includes in-field density tests complying with the requirements of
the approved report. - Periodic.
4. Prior to placement of the prepared fill, the special inspector shall determine that the site
has been prepared in accordance with the Contract Documents and Geotechnical Report.
- Periodic.
5. Observe all sub-grades/excavation bases below footings and slabs and verify design
bearing capacity is achieved. - Periodic.
6. Document presence of groundwater within excavations. - Periodic.
7. Provide reports of subgrade observations for general compliance with Contract
Documents and Geotechnical Report. - Periodic.
8. Verify cut and fill slopes as specified in the contract documents. - Periodic.
9. Refer to Specification Section 31 66 13 - Short Aggregate Pier Foundation System for
testing, inspection and field quality control of short aggregate pier soil improvement
foundations.
3.04CAST-IN-PLACE CONCRETE
A. Special Structural Testing and Inspection Requirements
1. Sample and test all cast in place concrete- Periodic.
a. Prepare compression test specimens (ASTM C31), one set of four standard cylinders
of concrete for each compressive strength test, mold and store cylinders for
laboratory cured specimens.
b. Perform compressive strength tests (ASTM C39). One set of four cylinders for each
day's pour between one and 25 cubic yards. If a day's pour exceeds 25 cubic yards,
one set of four cylinders for each additional 50 cubic yards, or fraction thereof. One
specimen at seven days, two at 28 days, and one specimen retained in reserve for
later testing if required.
c. Slump (ASTM C143); one test at point of discharge for each set of compression test
specimens; additional tests when concrete consistency appears to have changed.
d. Air entrainment (ASTM 231); test the first batch of air entrained concrete and one
additional test for each set of compression test specimens.
e. Test concrete temperature hourly when air temperature is 40F and below and when
80F and above; and each time a set of compression test specimens is made.
2. Perform concrete mix verification- Periodic.
a. Verify use of approved mix.
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 7
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
b. Verify that total water added to mix on site does not exceed that allowed by concrete
mix design.
c. Verify that concrete quality is indicative of adequate mixing time, consistency, and
relevant time limits.
3. Inspect preparation and placement of all concrete, excluding the above conditions-
Periodic.
a. Verify acceptable general condition of concrete base prior to placement.
b. Verify that concrete conveyance and depositing avoids segregation and
contamination.
c. Verify that concrete is properly consolidated.
d. Verify reinforcement remains at proper location.
e. Verify bolts to be embedded into concrete are of correct size and embedment depth.
4. Observe protection and curing methods for all concrete, excluding the above conditions-
Periodic.
a. Verify that specified hot and cold weather procedures are followed.
5. Inspect location and condition of reinforcing steel.
a. Verify reinforcing is free of materials which would prevent bonding with concrete. -
periodic.
b. Verify location and size of reinforcing matches that shown on the shop and
construction documents. - periodic.
c. Welding of reinforcing steel. Confirm weldability of steel- periodic.
3.05MASONRY
A. General
1. Special inspection of masonry is required for all masonry indicated on the structural
drawings. Other non-structural masonry walls shown on the architectural drawings will not
need inspection.
B. Level 1 Inspection of Masonry in accordance with IBC and ACI standards:
1. Prior to the start of masonry construction, the following shall be verified to insure
compliance:
a. Concrete masonry unit test for each type of unit provided per ASTM C140.
2. As masonry construction begins, the following shall be verified to ensure compliance:
a. Proportions of site-prepared mortar.
3. The special inspector shall verify the following during construction:
a. Size and location of structural elements – Periodic.
b. Type, size and location of anchors, including other details of anchorage of masonry to
structural members, frames or other construction – Periodic.
c. Specified size, grade and type of reinforcement – Periodic.
d. Welding of reinforcing bars – Continuous.
e. Protection of masonry during cold weather (temperature below 40 degrees F) or hot
weather (temperature above 90 degrees F) – Periodic.
4. Prior to grouting, the following shall be verified to ensure compliance:
a. Grout space is clean – Periodic.
b. Placement of reinforcement and connectors – Periodic.
c. Construction of mortar joints – Periodic.
5. Grout placement shall be verified to ensure compliance with code and construction
document provisions – Continuous.
3.06STRUCTURAL STEEL
A. General
1. Special inspection of structural steel is required per IBC.
B. Inspection of Structural Steel in accordance with AISC and IBC standards:
1. Field welding of any structural member shall be visually inspected- Continuous.
Exceptions:
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 8
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
a. Single pass fillet welds less than 5/16”- Periodic.
b. Floor and Deck welding- Periodic.
c. Welding of light-gage metal studs- Periodic.
d. Welding of railing systems- Periodic.
2. 100% of all welded connections shall be inspected where those welds support vertical
loads from floor or roof.
3. 100% of moment connections.
4. 25% of all bearing-type bolted connections shall be inspected. 100% of bolted
connections indicated as fully-tensioned or slip critical shall be inspected. 100% of bolts in
moment connections.
5. 100 % of all field installed headed stud anchors shall be inspected. Inspection shall
consist visual inspection and sounding “pinging” of studs. Bend tests shall be performed
at the start of shear stud installation, at periodic intervals and when visual inspections
reveal less than a continuous 360 degree flash or welding repairs to any shear connector.
5. 100% of all welding of light-gage metal studs/ joists shall be inspected where those welds
support vertical loads from floor or roof.
6. All partial and full penetration welds shall be inspected by the owner’s special inspector-
Continuous.
7. Verification of weldability of welded reinforcing bars. Welding of reinforcing bars- periodic.
8. For those manufacturers not registered and approved by the building official to fabricate
items without special inspection:
a. Verify the fabricator maintains detailed fabrication and quality control procedures.-
Periodic.
b. Item B1 listed above shall have the word “Field” deleted.
3.07POST-INSTALLED ANCHORS
A. General
1. Special inspection of post-installed anchors is required for all post-installed anchors
indicated on the structural drawings. Other non-structural anchors shown on the
architectural drawings will not need inspection.
B. Inspection of Post-Installed Anchors in accordance with that product’s current ICC report, as
listed on www.icc-es.org.
.
END OF SECTION
STRUCTURAL TESTS AND INSPECTIONS 01 40 50 - 9
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
SECTION 01 74 19 - CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL
PART 1 GENERAL
1.01WASTE MANAGEMENT REQUIREMENTS
A. Owner requires that this project generate the least amount of trash and waste possible.
B. Employ processes that ensure the generation of as little waste as possible due to error, poor
planning, breakage, mishandling, contamination, or other factors.
C. Minimize trash/waste disposal in landfills; reuse, salvage, or recycle as much waste as
economically feasible.
D. Methods of trash/waste disposal that are not acceptable are:
1. Burning on the project site.
2. Burying on the project site.
3. Dumping or burying on other property, public or private.
4. Other illegal dumping or burying.
E. Regulatory Requirements: Contractor is responsible for knowing and complying with regulatory
requirements, including but not limited to Federal, state and local requirements, pertaining to
legal disposal of all construction and demolition waste materials.
1.02DEFINITIONS
A. Clean: Untreated and unpainted; not contaminated with oils, solvents, caulk, or the like.
B. Construction and Demolition Waste: Solid wastes typically including building materials,
packaging, trash, debris, and rubble resulting from construction, remodeling, repair and
demolition operations.
C. Hazardous: Exhibiting the characteristics of hazardous substances, i.e., ignitibility, corrosivity,
toxicity or reactivity.
D. Nonhazardous: Exhibiting none of the characteristics of hazardous substances, i.e., ignitibility,
corrosivity, toxicity, or reactivity.
E. Nontoxic: Neither immediately poisonous to humans nor poisonous after a long period of
exposure.
F. Recyclable: The ability of a product or material to be recovered at the end of its life cycle and
remanufactured into a new product for reuse by others.
G. Recycle: To remove a waste material from the project site to another site for remanufacture into
a new product for reuse by others.
H. Recycling: The process of sorting, cleansing, treating and reconstituting solid waste and other
discarded materials for the purpose of using the altered form. Recycling does not include
burning, incinerating, or thermally destroying waste.
I. Return: To give back reusable items or unused products to vendors for credit.
J. Reuse: To reuse a construction waste material in some manner on the project site.
K. Salvage: To remove a waste material from the project site to another site for resale or reuse by
others.
L. Sediment: Soil and other debris that has been eroded and transported by storm or well
production run-off water.
M. Source Separation: The act of keeping different types of waste materials separate beginning
from the first time they become waste.
N. Toxic: Poisonous to humans either immediately or after a long period of exposure.
O. Trash: Any product or material unable to be reused, returned, recycled, or salvaged.
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL01 74 19 - 1
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
P. Waste: Extra material or material that has reached the end of its useful life in its intended use.
Waste includes salvageable, returnable, recyclable, and reusable material.
1.03SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Submit Waste Management Plan within 10 calendar days after receipt of Notice of Award of
Bid, or prior to any trash or waste removal, whichever occurs sooner; submit projection of all
trash and waste that will require disposal and alternatives to landfilling.
C. Waste Management Plan: Include the following information:
1. Analysis of the trash and waste projected to be generated during the entire project
construction cycle, including types and quantities.
2. Landfill Options: The name, address, and telephone number of the landfill(s) where
trash/waste will be disposed of, the applicable landfill tipping fee(s), and the projected cost
of disposing of all project trash/waste in the landfill(s).
3. Landfill Alternatives: List all waste materials that will be diverted from landfills by reuse,
salvage, or recycling.
4. Meetings: Describe regular meetings to be held to address waste prevention, reduction,
recycling, salvage, reuse, and disposal.
5. Materials Handling Procedures: Describe the means by which materials to be diverted
from landfills will be protected from contamination and prepared for acceptance by
designated facilities; include separation procedures for recyclables, storage, and
packaging.
6. Transportation: Identify the destination and means of transportation of materials to be
recycled; i.e. whether materials will be site-separated and self-hauled to designated
centers, or whether mixed materials will be collected by a waste hauler.
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION
3.01PLAN IMPLEMENTATION
A. Training: Train workers, subcontractors, and suppliers on proper waste management
procedures, as appropriate for the Work occuring at Project site.
B. Site Access and Temporary Controls: Conduct waste management operations to ensure
minimum interference with roads, streets, walks, walkways, and other adjacent occupied and
used facilities.
1. Designate and label specific areas on Project Site necessary for separating materials that
are to be salvaged, recycled, reused, donated, and sold.
3.02RECYCLING, DEMOLITION AND CONSTRUCTION WASTE MANAGEMENT
A. General: Recycle paper and beverage containers used by on-site workers.
B. Recycling Receivers and Processors: List below is provide for information only, confirm
services available directly with providers listed; available recycling receivers and processors
may include, but are not limited to, the following:
1. Aluminum and plastic containers:
a. Johnson Co. Refuse is the hauler for North Liberty residential recyclable material.
They accept glass, metal cans, #1-7 plastics, cardboard, newspaper, magazines and
mixed paper. Phone: (319)828-4498.
b. City Carton at 3 East Benton, Iowa CIty acceptsaluminum cans, newspaper, white
paper, corrugated cardboard, glass, #1 and 2 plastics, metal cans, and magazines.
Contact: Anita Slone at (319)351-2848 x 109.
c. Iowa Can Company, (563)284-5053, www.midamericarecycling.org
2. Corrugated cardboard:
a. City Carton accepts corrugated cardboard. Check with City Carton for what they
currently pay/ton corrugated cardboard. Contact: Andy Ockenfels at (319)351-2848.
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL01 74 19 - 2
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
3. Wood pallets and non-treated clean scrape wood:
a. Iowa City Landfill will accept wood for composting. Contact: Jennifer Jordan at Iowa
City Landfill (319)887-6160.
b. Cedar Rapids/Linn County Solid Waste Agency in Cedar Rapids will accept wood for
composting. Contact: (319)398-5160 or visit www.solidwasteagency.org/services
composting.asp.
c. Treated lumber that cannot be reused or salvaged should be taken to the landfill.
4. Asphalt:
a. Action Recycling: (319)846-8090.
5. Masonry:
a. Wendling Quarry: (319)393-7925.
6. Concrete:
a. Rock Hard Concrete Recycling: (319)643-4222, www.rockhardrecycling.com
7. Metals:
a. Petersen Iron and Metal Co., 420 First Street, Coralville, (319)351-1331.
b. Alter Scrap Processing, 6305 11th Street SW, Cedar Rapids 52404, (319)366-0441.
c. Durant Iron & Metal in Durant, Iowa (800)566-2084, www.durantiron.com
d. Marion Iron, (319)377-1527.
8. Gypsum board:
a. Cedar Rapids/Linn County Solid Waste Agency in Cedar Rapids will accept clean
gypsum board for composting. Contact: (319)398-5160 or visit
www.solidwasteagency.org/services composting.asp.
b. Chamness Technology, Inc. in Eddyville will accept clean gypsum board for
composting, Contact: Jim Huyser, (515)325-6133, www.chamnesstechnology.com. If
gypsum can be ground prior to receiving, tipping fee may be less. Contract Jim for
more information.
9. Carpet:
a. Carpet scraps are often able to be returned to the manufacturer. Contact specified
manufacturer for more information.
10. Surplus/Salvageable materials:
a. ReStore - Iowa Valley Habitate for Humanity. Operates a retail location for surplus
building materials in partnership with Habitat for Humanity. Accepts many materials
including: wood, paint, tile, carpet. (319)338-5687, http://www.ivhfh.org/restore/.
11. Other Resources:
a. www.iowarecycles.org
b. Iowa Waste Exchange, Dick Stater, Cedar Rapids, IA, Phone: (319)365-9941 x 21,
http://www.iowadnr.com/waste/recycling/index.html.
c. Home and Business Recycling Companion (2005),
http://www.solidwasteagency.org/uploads/2008 FINAL.pdf.
C. Recycling Incentives: Revenues, savings, rebates, tax credits, and other incentives received for
recycling waste materials shall accrue to Contractor.
D. Procedures: Separate recyclable waste from other waste materials, trash, and debris. Separate
recyclable waste by type at Project site to the maximum extent practical.
1. Provide appropriately marked containers or bins for controlling recyclable waste until they
are removed from Project site. Include llist of acceptable and unacceptable materials at
each container and bin.
a. Inspect containers and bins for contamination and remove contaminated materials if
found.
b. Stockpile processed materials on-site without intermixing with other materials. Place,
grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.
c. Stockpile materials away from construction area. Do not store within drip line of
remaining trees.
d. Store components off the ground and protect from the weather.
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL01 74 19 - 3
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
e. Remove recyclable waste off Owner's property and transport to recycling receiver or
processor.
3.03WASTE MANAGEMENT PLAN IMPLEMENTATION
A. Manager: Designate an on-site person or persons responsible for instructing workers and
overseeing and documenting results of the Waste Management Plan.
B. Communication: Distribute copies of the Waste Management Plan to job site foreman, each
subcontractor, Owner, and Architect.
C. Instruction: Provide on-site instruction of appropriate separation, handling, and recycling,
salvage, reuse, and return methods to be used by all parties at the appropriate stages of the
project.
D. Meetings: Discuss trash/waste management goals and issues at project meetings.
1. Pre-construction meeting.
2. Regular job-site meetings.
E. Facilities: Provide specific facilities for separation and storage of materials for recycling,
salvage, reuse, return, and trash disposal, for use by all contractors and installers.
1. Provide containers as required.
a. Separate dumpsters for each category of recyclable, unless materials are to be
separated off-site.
2. Provide adequate space for pick-up and delivery and convenience to subcontractors.
3. Keep recycling and trash/waste bin areas neat and clean and clearly marked in order to
avoid contamination of materials.
F. Hazardous Wastes: Separate, store, and dispose of hazardous wastes according to applicable
regulations.
G. Recycling: Separate, store, protect, and handle at the site identified recyclable waste products
in order to prevent contamination of materials and to maximize recyclability of identified
materials. Arrange for timely pickups from the site or deliveries to recycling facility in order to
prevent contamination of recyclable materials.
H. Reuse of Materials On-Site: Set aside, sort, and protect separated products in preparation for
reuse.
I. Salvage: Set aside, sort, and protect products to be salvaged for reuse off-site.
END OF SECTION 01 74 19
CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL01 74 19 - 4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
SECTION 03 30 00 - CAST-IN-PLACE CONCRETE
PART 1 - GENERAL
1.1 SUMMARY
A. This Section specifies cast-in place concrete, including formwork, reinforcement, concrete
materials, mixture design, placement procedures, and finishes.
B. Related Sections:
1. See Section 31 20 00 "Earth Moving for Buildings and Structures" for drainage fill under
slabs-on-grade.
2. See Section 07 26 00 “Under-Slab Vapor Barrier” for vapor barrier to be installed under
slabs-on-grade.
1.2 SUBMITTALS
A. Design Mixtures: Submit for each concrete mixture to be used on the project. In addition to mix
requirements provide mix identification designation (unique for each mix submitted) and a
statement of where the mix shall be used for the project. Include material test reports and
product data for each type of admixture to be used in the design mixture.
B. Shop Drawings: Placing drawings that detail fabrication, bending and placement of steel
reinforcement.
C. Testing and/or inspection reports required to be submitted.
1.3 QUALITY ASSURANCE
A. Manufacturer Qualifications: A firm experienced in manufacturing ready-mixed concrete
products and that complies with ASTM C 94/C 94M requirements for production facilities and
equipment.
1. Manufacturer certified according to NRMCA's "Certification of Ready Mixed Concrete
Production Facilities."
B. ACI Publications: Comply with the following unless modified by requirements in the Contract
Documents:
1. ACI 301, "Specification for Structural Concrete”
2. ACI 117, "Specifications for Tolerances for Concrete Construction and Materials."
3. ACI 305R, “Cold Weather Concreting”, ACI 306R, “Cold Weather Concreting.”
4. ACI 347, “Guide to Formwork for Concrete.”
C. Preinstallation Conference: Conduct conference at Project site.
CAST-IN-PLACE CONCRETE 03 30 00 - 1
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
PART 2 - PRODUCTS
2.1 FORM-FACING MATERIALS
A. Smooth-Formed Finished Concrete: Form-facing panels that will provide continuous, true, and
smooth concrete surfaces. Furnish in largest practicable sizes to minimize number of joints.
B. Rough-Formed Finished Concrete: Plywood, lumber, metal, or another approved material.
Provide lumber dressed on at least two edges and one side for tight fit.
C. Form-Facing Panels for Exposed Exterior Cast-In-Place Concrete: Steel, glass-fiber reinforced
plastic, or other approved non-absorptive panel materials that will provide continuous, true and
smooth exterior exposed concrete surfaces. Exterior exposed form joint locations are to match
locations indicate on architectural drawings.
2.2 STEEL REINFORCEMENT
A. Recycled Content of Steel Products: Provide products with an average recycled content of
steel products so postconsumer recycled content plus one-half of preconsumer recycled content
is not less than 60 percent.
B. Reinforcing Bars: ASTM A 615/A 615M, Grade 60, deformed. Use ASTM A 706/A 706M,
Grade 60, deformed where welding is indicated.
C. Plain-Steel Welded Wire Reinforcement: ASTM A 185, plain, fabricated from as-drawn steel
wire into flat sheets.
D. Bar Supports: Bolsters, chairs, spacers, and other devices for spacing, supporting, and
fastening reinforcing bars and welded wire reinforcement in place. Manufacture bar supports
from steel wire, plastic, or precast concrete according to CRSI's "Manual of Standard Practice."
2.3 CONCRETE MATERIALS
A. Cementitious Material: Use the following cementitious materials, of the same type, brand, and
source, throughout Project:
1. Portland Cement: ASTM C 150, Type I. Supplement with the following:
a. Fly Ash: ASTM C 618, Class C.
b. Ground Granulated Blast-Furnace Slag: ASTM C 989, Grade 100 or 120.
B. Normal-Weight Aggregates: ASTM C 33, graded, 1-inch (25-mm) nominal maximum coarse-
aggregate size, free of materials with deleterious reactivity to alkali in cement
1. Acquire all aggregates for the entire project from the same source.
C. Lightweight Aggregate: ASTM C 330, 3/4-inch (19-mm) nominal maximum aggregate size.
1. Acquire all aggregates for the entire project from the same source.
D. Water: ASTM C 94/C 94M, Clean, potable and not detrimental to concrete and potable.
CAST-IN-PLACE CONCRETE 03 30 00 - 2
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
E. Air-Entraining Admixture: ASTM C 260.
F. Chemical Admixtures: Provide admixtures certified by manufacturer to be compatible with other
admixtures and that will not contribute water-soluble chloride ions exceeding those permitted in
hardened concrete. Do not use calcium chloride or admixtures containing calcium chloride.
1. Water-Reducing Admixture: ASTM C 494/C 494M, Type A.
2. Retarding Admixture: ASTM C 494/C 494M, Type B.
3. Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type D.
4. High-Range, Water-Reducing Admixture: ASTM C 494/C 494M, Type F.
5. High-Range, Water-Reducing and Retarding Admixture: ASTM C 494/C 494M, Type G.
6. Plasticizing and Retarding Admixture: ASTM C 1017/C 1017M, Type II.
G.Color Additives: Provide where colored concrete is indicated on drawings. Final colors shall
match adjacent exterior colored concrete areas.
1.Dry Powder Iron Oxide Pigments: SGS Integral Colors for Ready Mix Concrete.
a.Color:
1)Name: Onyx.
2)Number: 920.
b.Compliance: ASTM C 979.
c.Material: Natural and synthetic, milled, blended iron oxide in dry powder form.
d.Produce uniform and consistent color.
e.Permanent, inert, stable to atmospheric conditions, sunfast, weather resistant, alkali
resistant, water insoluble, lime proof, and non-bleeding.
f.Free of deleterious fillers and extenders.
g.Free of admixtures.
h.Particle Size: 95 to 99 percent minus 325 mesh.
2.4 CURING MATERIALS
A. Evaporation Retarder: Waterborne, monomolecular film forming, manufactured for application
to fresh concrete.
B. Absorptive Cover: AASHTO M 182, Class 2, burlap cloth made from jute or kenaf, weighing
approximately 9 oz./sq. yd. when dry.
C. Moisture-Retaining Cover: ASTM C 171, polyethylene film or white burlap-polyethylene sheet.
D. Water: Potable.
E. Clear, Waterborne, Membrane-Forming Curing Compound: ASTM C 309, Type 1, Class B,
dissipating.
F. Clear, Waterborne, Membrane-Forming Curing and Sealing Compound: ASTM C 1315, Type 1,
Class A. Apply where sealer is indicated on Interior Finish Schedule.
2.5 RELATED MATERIALS
A. Expansion- and Isolation-Joint-Filler: Compressible, preformed joint filler composed of synthetic
isomeric polymers in a closed-cell structure, meeting the performance requirements of ASTM
D1752, Type I and ASTM D545. Joint filler shall be non-absorbent and have a resiliency of
CAST-IN-PLACE CONCRETE 03 30 00 - 3
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
99%. Joint filler shall be full-depth of slab less 1/2-inch at top to allow for sealant or full-depth
material with 1/2-inch removable top portion after pour.
1. Thickness: 1/4" (6.35-mm) at precast cored slab toppings
1/2" (12.7-mm) at interior slabs-on-grade
3/4" (19.1-mm) at interface between exterior stoop slabs and interior slabs-
on-grade
B. Water Stops: Bentonite and butyl rubber, complying with NSF 61, minimum 1” x 3/4" (25.4-mm.
x 19.1-mm).
2.6 CONCRETE MIXTURES
A. Prepare design mixtures for each type and strength of concrete, proportioned on the basis of
laboratory trial mixture or field test data, or both, according to ACI 301.
B. Cementitious Materials: Use fly ash, pozzolan, ground granulated blast-furnace slag, and silica
fume as needed to reduce the total amount of Portland cement. Replacement of Portland
cement shall be limited to a maximum of 25 percent. Do not use replacement materials in
concrete to be polished.
C. Proportion normal-weight concrete mixture as follows:
1. Minimum Compressive Strength: Strength at 28 days as indicated on the drawings.
2. Maximum Water-Cementitious Materials Ratio: 0.45.
3. Slump Limit: 4 inches, plus or minus 1 inch before adding high-range water-reducing
admixture or plasticizing admixture. 8 inches for concrete with verified maximum slump
of 4 inches before adding high-range water-reducing admixture or plasticizing admixture,
plus or minus 1 inch.
a. At concrete to be polished, slump at point of discharge shall be 5 inches, plus or
minus ½ inches.
4. Air Content: 6 percent, plus or minus 1.5 percent at point of delivery for 1-inch nominal
maximum aggregate size.
5. Do not allow air content of troweled finished floors to exceed 3 percent.
D. Proportion light-weight concrete mixture as follows:
1. Minimum Compressive Strength: Strength at 28 days as indicated on the drawings.
2. Maximum Water-Cementitious Materials Ratio: 0.45.
3. Calculated Equilibrium Unit Weight: 116 lb/cu. ft., plus or minus 3 lb/cu. ft. as determined
by ASTM C 567.
4. Slump Limit: 4 inches, plus or minus 1 inch before adding high-range water-reducing
admixture or plasticizing admixture. 8 inches for concrete with verified maximum slump
of 4 inches before adding high-range water-reducing admixture or plasticizing admixture,
plus or minus 1 inch.
a. At concrete to be polished, slump at point of discharge shall be 5 inches, plus or
minus 1/2 inches.
5. Do not allow air content of troweled finished floors to exceed 3 percent.
CAST-IN-PLACE CONCRETE 03 30 00 - 4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
2.7 FABRICATING REINFORCEMENT
A. Fabricate steel reinforcement according to CRSI's "Manual of Standard Practice."
2.8 CONCRETE MIXING
A. Ready-Mixed Concrete: Measure, batch, mix, and deliver concrete according to
ASTM C 94/C 94M, and furnish batch ticket information.
1. When air temperature is between 85 and 90 deg F, reduce mixing and delivery time from
1-1/2 hours to 75 minutes; when air temperature is above 90 deg F, reduce mixing and
delivery time to 60 minutes.
2. Add concrete materials to mixer in same order for each batch.
3. Where color pigments are used, do not add pigment to mixer as first concrete material.
B. For the portion of the concrete that will be polished, each mix ingredient shall be from the same
source, from the same respective batch, and each delivered to the concrete producer in one
delivery.
C. Mixes for concrete to be polished shall not be air entrained.
PART 3 - EXECUTION
3.1 FORMWORK
A. Design, erect, shore, brace, and maintain formwork according to ACI 301 to support vertical,
lateral, static, and dynamic loads, and construction loads that might be applied, until structure
can support such loads.
B. Construct formwork so concrete members and structures are of size, shape, alignment,
elevation, and position indicated, within tolerance limits of ACI 117.
C. Chamfer all exterior corners and edges of permanently exposed concrete except where
indicated otherwise on the drawings.
3.2 EMBEDDED ITEMS
A. Place and secure anchorage devices and other embedded items required for adjoining work
that is attached to or supported by cast-in-place concrete. Use setting drawings, templates,
diagrams, instructions, and directions furnished with items to be embedded.
3.3 VAPOR BARRIERS
A. Install vapor barriers as indicated in Section 07 26 00 “Under-Slab Vapor Barriers”.
3.4 STEEL REINFORCEMENT
A. General: Comply with CRSI's "Manual of Standard Practice" for placing reinforcement.
CAST-IN-PLACE CONCRETE 03 30 00 - 5
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
1. Do not cut or puncture vapor retarder. Repair damage and reseal vapor retarder before
placing concrete.
3.5 JOINTS
A. General: Construct joints true to line with faces perpendicular to surface plane of concrete.
B. Construction Joints: Install so strength and appearance of concrete are not impaired, at
locations indicated or as approved by Engineer and Architect.
C. Contraction Joints in Slabs: Form weakened-plane contraction joints, sectioning concrete into
areas as indicated. Construct contraction joints as follows:
1. Grooved Joints: Form contraction joints after initial floating by grooving and finishing
each edge of joint to a radius of 1/8 inch. Repeat grooving of contraction joints after
applying surface finishes. Eliminate groover tool marks on concrete surfaces.
2. Sawed Joints: Form contraction joints with power saws equipped with shatterproof
abrasive or diamond-rimmed blades that have triangular arbor configuration. Cut 1/8-
inch wide joints into concrete when cutting action will not tear, abrade, or otherwise
damage surface and before concrete develops random contraction cracks.
D. Isolation Joints in Slabs: Install joint-filler strips at slab junctions with vertical surfaces, such as
column pedestals, foundation walls, grade beams, and other locations, as indicated.
3.6 CONCRETE PLACEMENT
A. Before placing concrete, verify that installation of formwork, reinforcement, and embedded items
is complete and that required inspections have been performed.
B. Deposit concrete continuously in one layer or in horizontal layers of such thickness that no new
concrete will be placed on concrete that has hardened enough to cause seams or planes of
weakness. If a section cannot be placed continuously, provide construction joints as indicated.
Deposit concrete to avoid segregation.
1. Consolidate placed concrete with mechanical vibrating equipment according to ACI 301.
C. Cold-Weather Placement: Comply with ACI 306.1.
D. Hot-Weather Placement: Comply with ACI 301.
3.7 FINISHING FORMED SURFACES
A. Rough-Formed Finish: As-cast concrete texture imparted by form-facing material with tie holes
and defects repaired and patched. Remove fins and other projections that exceed specified
limits on formed-surface irregularities.
1. Apply to concrete surfaces not exposed to public view.
B. Smooth-Formed Finish: As-cast concrete texture imparted by form-facing material, arranged in
an orderly and symmetrical manner with a minimum of seams. Repair and patch tie holes and
CAST-IN-PLACE CONCRETE 03 30 00 - 6
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
defects. Remove fins and other projections that exceed specified limits on formed-surface
irregularities.
1. Apply to concrete surfaces exposed to public view, to receive a rubbed finish to be
covered with a coating or covering material applied directly to concrete.
C. Rubbed Finish: Apply the following to smooth-formed finished as-cast concrete where
indicated:
1. Smooth-Rubbed Finish: Not later than one day after form removal, moisten concrete
surfaces and rub with carborundum brick or another abrasive until producing a uniform
color and texture. Do not apply cement grout other than that created by the rubbing
process.
D. Related Unformed Surfaces: At tops of walls, horizontal offsets, and similar unformed surfaces
adjacent to formed surfaces, strike off smooth and finish with a texture matching adjacent
formed surfaces. Continue final surface treatment of formed surfaces uniformly across adjacent
unformed surfaces, unless otherwise indicated.
3.8 FINISHING FLOORS AND SLABS
A. General: Comply with ACI 302.1R recommendations for screeding, restraightening, and
finishing operations for concrete surfaces. Do not wet concrete surfaces.
B. Scratch Finish: While still plastic, texture concrete surface that has been screeded and bull-
floated or darbied. Use stiff brushes, brooms, or rakes to produce a profile amplitude of 1/4 inch
in 1 direction.
1. Apply scratch finish to surfaces indicated and to surfaces that receive concrete floor
toppings.
C. Float Finish: Consolidate surface with power-driven floats or by hand floating if area is small or
inaccessible to power driven floats. Restraighten, cut down high spots, and fill low spots.
Repeat float passes and restraightening until surface is left with a uniform, smooth, granular
texture.
1. Apply float finish to surfaces indicated.
D. Trowel Finish: After applying float finish, apply first troweling and consolidate concrete by hand
or power-driven trowel. Continue troweling passes and restraighten until surface is free of
trowel marks and uniform in texture and appearance. Grind smooth any surface defects that
would telegraph through applied coatings or floor coverings.
1. Apply a trowel finish to surfaces exposed to view or to be covered with resilient flooring,
carpet, ceramic or quarry tile set over a cleavage membrane, paint, or another thin-film-
finish coating system.
2. At non-polished floor areas, finish and measure surface so gap at any point between
concrete surface and an unleveled, freestanding, 10-foot (3.05-m long straightedge
resting on 2 high spots and placed anywhere on the surface does not exceed 1/8 inch.
3. At polished floor areas, provide the following tolerances (in accordance with ASTM
E1155):
a. Ff Floor Flatness: 50 overall value; 35 minimum local value.
CAST-IN-PLACE CONCRETE 03 30 00 - 7
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
b. Fl Floor Levelness: 30 overall value; 20 minimum local value.
E. Trowel and Fine-Broom Finish: Apply a first trowel finish to surfaces where ceramic or quarry
tile is to be installed by either thickset or thin-set method. While concrete is still plastic, slightly
scarify surface with a fine broom.
1. Comply with flatness and levelness tolerances for trowel finished floor surfaces.
F. Broom Finish: Apply a broom finish to exterior concrete platforms, steps, and ramps, and
elsewhere as indicated.
3.9 CONCRETE PROTECTING AND CURING
A. General: Protect freshly placed concrete from premature drying and excessive cold or hot
temperatures. Comply with ACI 306.1 for cold-weather protection and ACI 301 for hot-weather
protection during curing.
B. Evaporation Retarder: Apply evaporation retarder to unformed concrete surfaces if hot, dry, or
windy conditions cause moisture loss approaching 0.2 lb/sq. ft x h before and during finishing
operations. Apply according to manufacturer's written instructions after placing, screeding, and
bull floating or darbying concrete, but before float finishing.
C. Cure concrete according to ACI 308.1, by one or a combination of the following methods:
1. Moisture Curing: Keep surfaces continuously moist for not less than seven days.
a. All concrete areas to be polished shall be moisture cured. Do not apply curing
compounds or sealers.
2. Moisture-Retaining-Cover Curing: Cover concrete surfaces with moisture-retaining cover
for curing concrete, placed in widest practicable width, with sides and ends lapped at
least 12 inches, and sealed by waterproof tape or adhesive. Cure for not less than seven
days. Immediately repair any holes or tears during curing period using cover material
and waterproof tape.
3. Curing Compound: Apply uniformly in continuous operation by power spray or roller
according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall
within three hours after initial application. Maintain continuity of coating and repair
damage during curing period.
a. After curing period has elapsed, remove curing compound without damaging
concrete surfaces by method recommended by curing compound
manufacturer unless manufacturer certifies curing compound will not interfere with
bonding of floor covering used on Project.
4. Curing and Sealing Compound: Apply uniformly to floors and slabs indicated to have
sealer in interior finish schedule in a continuous operation by power spray or roller
according to manufacturer's written instructions. Recoat areas subjected to heavy rainfall
within three hours after initial application. Repeat process 24 hours later and apply a
second coat. Maintain continuity of coating and repair damage during curing period.
3.10 CONCRETE SURFACE REPAIRS
A. Defective Concrete: Repair and patch defective areas when approved by Architect. Remove
and replace concrete that cannot be repaired and patched to Architect's approval.
CAST-IN-PLACE CONCRETE 03 30 00 - 8
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL OPN PROJECT NO. 132970000
IOWA CITY, IOWA
3.11 FIELD QUALITY CONTROL
A. Testing Agency: Owner will engage a qualified independent testing and inspecting agency to
perform field tests and inspections and prepare test reports as identified in Specification Section
01 40 50 – Structural Tests and Special Inspections.
1. Testing Services: Tests shall be performed according to ACI 301.
B. Contractor shall be responsible for scheduling and shall notify the Testing Agency a minimum of
24 hours prior to any required placement testing and/or when an inspection is needed.
C. Testing Agency will report test results of inspections that do not comply with the Contract
Documents to the Contractor immediately after failed testing and inspection(s) occur.
D. Tests of concrete and concrete materials may be performed at any time to ensure conformance
with specified requirements.
E. Contractor shall repair or remove and replace work where tests and inspections indicate that it
does not comply with specified requirements.
F. Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.12 DEFECTIVE CONCRETE
A. Defective Concrete: Concrete work not conforming to the required lines, details, dimensions,
tolerances or specified requirements.
B. Any defective concrete observed by the Contractor shall be reported to the Engineer and
Architect immediately.
C. Any defective concrete observed by the Testing Agency shall be reported in writing to Engineer,
Architect and Contractor within 24 hours of test or observation
D. Repair or replacement of defective concrete will be determined by the Engineer and Architect.
The cost of repair, replacement and any additional testing shall be borne by the Contractor.
E. Do not patch, fill, touch-up, repair or replace defective concrete except upon express direction
of the Engineer/Architect for each individual area.
END OF SECTION
CAST-IN-PLACE CONCRETE 03 30 00 - 9
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
SECTION 034113-PRECAST CONCRETE HOLLOW CORE PLANKS
PART 1 -GENERAL
1.1SUMMARY
A.Section includes prestressed, precast concrete hollow core planks.
B.Connection plates with brackets and hangers.
C.Grouting plank joint keys and ends.
1.2PERFORMANCE REQUIREMENTS
A.Delegated Design: Design precast concretehollow core planks, including comprehensive
engineering analysis,by a qualified professional engineer, using performance requirements and
design criteria indicated.
B.Structural Performance: Precast structural concrete units and connections shall withstand
design loads indicated within limits and under conditions indicated.
1.3SUBMITTALS
A.Shop Drawings: Include design loads, member locations, plans, elevations, dimensions,
shapes and sections, openings, support conditions, and types of reinforcement, including
special reinforcement. Detail fabrication and installation of precast concrete hollow core plank
units. Shop drawings shall be signed and sealed by the Iowa licensed professional engineer
responsible for their preparation.
B.Delegated-Design Submittal: Include calculationssigned and sealed by the Iowa licensed
professional engineer responsible for their preparation.Clearly indicate design criteria and
loading used for design on submittal’s cover sheet.
C.Qualification Data: For fabricatorif specifically requested by the Architect or Engineer.
D.Qualification Data: For erectorif specifically requested by the Architect or Engineer.
E.Testing and/orinspection reports required to be submitted.
1.4QUALITY ASSURANCE
A.Fabricator Qualifications: A firm that assumes responsibility for engineering precast concrete
hollow core units and accessories to comply with performance requirements. Responsibility
includes preparation of Shop Drawings and comprehensive engineering analysis by a qualified
professional engineerlicensed in the State of Iowa.
1.Participates in PCI's Plant Certification program at time of bidding and is designated a
PCI-certified plant as follows:
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-1
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
a.GroupC, CategoryC2 -Prestressed Hollow coreand Repetitively Produced
Products.
2.
Aqualified precast concrete fabricatorspecializing in performing the work of this section
with a minimum of five(5)years of successful documented experience.
B.Installer Qualifications: A qualified precast concrete erector specializing in performing the work
of this section with a minimum of five years of documented experience.
C.Design Standards: Comply with ACI318and design recommendations in PCIMNL120, "PCI
Design Handbook -Precast and Prestressed Concrete," applicable to types of precast structural
concrete units indicated.
D.Quality-Control Standard: For manufacturing procedures and testing requirements, quality-
control recommendations, and dimensional tolerances for types of units required, comply with
PCIMNL116, "Manual for Quality Control for Plants and Production of Structural Precast
Concrete Products."
E.Welding Qualifications: Qualify procedures and personnel according to the following:
1.AWSD1.1/D.1.1M, "Structural Welding Code -Steel."
2.AWSD1.4, "Structural Welding Code -Reinforcing Steel."
F.Fire-Resistance Calculations: Where indicated, provide precast concrete hollow core plank
whose fire resistance meets the prescriptive requirements of authorities having jurisdiction or
has been calculated according to PCIMNL124, "Design for Fire Resistance of Precast
Prestressed Concrete," and is acceptable to authorities having jurisdiction.
1.5DELIVERY, STORAGE, AND HANDLING
A.Support units during shipment on nonstaining shock-absorbing material in same position as
during storage.
B.Store units with adequate bracing and protect units to prevent contact with soil, to prevent
staining, and to prevent cracking, distortion, warping or other physical damage.
C.Lift and support units only at designated points shown on Shop Drawings.
1.6COORDINATION
A.Furnish loose connection hardware and anchorage items to be embedded in or attached to
other construction before starting that Work. Provide locations, setting diagrams, templates,
instructions, and directions, as required, for installation.
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-2
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
PART 2 -PRODUCTS
2.1REINFORCING MATERIALS
A.Recycled Content of Steel Products: Provide products with an average recycled content of
steel products so postconsumer recycled content plus one-half of preconsumer recycled content
is not less than 60percent.
B.Reinforcing Bars: ASTMA615/A615M, Grade60,deformed.
C.Low-Alloy-Steel Reinforcing Bars: ASTMA706/A706M, deformed.
D.Plain-Steel Welded Wire Reinforcement: ASTMA185, fabricated from as-drawn steel wire into
flat sheets.
E.Supports: Suspend reinforcement from back of mold or use bolsters, chairs, spacers, and other
devices for spacing, supporting, and fastening reinforcing bars and welded wire reinforcement in
place according to PCIMNL116.
2.2PRESTRESSING TENDONS
A.Strand: ASTMA416/A416M, Grade270, uncoated, 7-wire, low-relaxation strand.
2.3CONCRETE MATERIALS
A.Portland Cement: ASTMC150, TypeI or TypeIII, gray, unless otherwise indicated.
B.Supplementary Cementitious Materials:
1.Fly Ash: ASTMC618, ClassC or F, with maximum loss on ignition of 3 percent.
C.Normal-Weight Aggregates: Except as modified by PCIMNL116, ASTMC33, with coarse
aggregates complying with Class5S,Class5M,Class4S,Class4M. Stockpile fine and coarse
aggregates for each type of exposed finish from a single source (pit or quarry) for Project.
D.Air-Entraining Admixture: ASTMC260, certified by manufacturer to be compatible with other
required admixtures.
E.Chemical Admixtures: Certified by manufacturer to be compatible with other admixtures and to
not contain calcium chloride, or more than 0.15 percent chloride ions or other salts by weight of
admixture.
2.4STEEL CONNECTION MATERIALS
A.Carbon-Steel Shapes and Plates: ASTMA36/A36M.
B.Carbon-Steel-Headed Studs: ASTMA108, AISI1018 through AISI1020, cold finished,
AWSD1.1/D1.1M, TypeA or B, with arc shields and with minimum mechanical properties of
PCIMNL116.
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-3
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
C.Carbon-Steel Plate: ASTMA283/A283M.
D.High-Strength, Low-Alloy Structural Steel: ASTMA572/A572M.
E.Carbon-Steel Structural Tubing: ASTMA500, GradeB.
F.Deformed-Steel Wire or Bar Anchors: ASTMA496 or ASTMA706/A706M.
G.High-Strength Bolts and Nuts: ASTMA325, Type1, heavy hex steel structural bolts; heavy hex
carbon-steel nuts, ASTMA563,and hardened carbon-steel washers, ASTMF436.
H.Zinc-Coated Finish: For items indicated for galvanizing, apply zinc coating by hot-dip process
according to ASTMA123/A123M or ASTMA153/A153M.
1.Galvanizing Repair Paint: High-zinc-dust-content paint with dry film containing not less
than 94 percent zinc dust by weight, and complying with DOD-P-21035B or SSPC-
Paint20.
I.Shop-Primed Finish: Prepare surfaces of non-galvanized-steel items, except those surfaces to
be embedded in concrete, according to requirements in SSPC-SP3, and shop apply lead and
chromate-free, rust-inhibitive primer, complying with performance requirements in SSPC-
Paint25 according to SSPC-PA1.
2.5ACCESSORIES
A.Core Hole End Plugs: Manufacturers standard cardboard or plastic inserts or fiberglass batt
insulation with stiff concrete fill.
B.Hanger Tabs: Galvanized steel, designed to fit into grouted key joints, capableof supporting
500poundservice load, pre-drilled to receive hanger.
C.Bearing Strips: High density plastic, 1/8-inch thickby 2-inch wide, smoothbearing strips,
specifically manufactured for precastconcrete hollow core plank support, suitable for the design
conditions and loadings.
2.6GROUT MATERIALS
A.Sand-Cement Grout: Portland cement, ASTMC150, TypeI, and clean, natural sand,
ASTMC144 or ASTMC404. Mix at ratio of 1 part cement to 2-1/2 parts sand, by volume, with
minimum water required for placement and hydration.
B.Nonmetallic, Nonshrink Grout: Premixed, nonmetallic, noncorrosive, nonstaining grout
containing selected silica sands, portland cement, shrinkage-compensating agents, plasticizing
and water-reducing agents, complying with ASTMC1107, GradeA for drypack and GradesB
and C for flowable grout and of consistency suitable for application within a 30-minute working
time.
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
2.7CONCRETE MIXTURES
A.Prepare design mixtures for each type of precast concrete required.
1.Limit use of fly ash to 20percent replacement of portland cement by weight and
granulated blast-furnace slag to 10percent of portland cement by weight.
B.Design mixtures may be prepared by a qualified independent testing agency or by qualified
precast plantpersonnel at precast structural concrete fabricator's option.
C.Limit water-soluble chloride ions to maximum percentage by weight of cement permitted by
ACI318or PCIMNL116 when tested according to ASTMC1218/C1218M.
D.Normal-Weight Concrete Mixtures: Proportion by either laboratory trial batch or field test data
methods according to ACI211.1, with materials to be used on Project, to provide normal-weight
concrete with the following properties:
1.Compressive Strength (28 Days): 5000 psiminimum.
2.Maximum Water-Cementitious Materials Ratio: 0.45.
E.Water Absorption: 6 percent by weight or 14 percent by volume, tested according to
PCIMNL116.
F.Add air-entraining admixture at manufacturer's prescribed rate to result in concrete at point of
placement having an air content complying withPCIMNL116.
G.When included in design mixtures, add other admixtures to concrete mixtures according to
manufacturer's written instructions.
H.Concrete Mix Adjustments: Concrete mix design adjustments may be proposed if
characteristics of materials, Project conditions, weather, test results, or other circumstances
warrant.
2.8FABRICATION
A.Cast-in Anchors, Inserts, Plates, Angles, and Other Anchorage Hardware: Fabricate anchorage
hardware with sufficient anchorage and embedment to comply with design requirements.
Accurately position for attachment of loose hardware, and secure in place during precasting
operations. Locate anchorage hardware where it does not affect position of main reinforcement
or concrete placement.
1.Weld-headed studs and deformed bar anchors used for anchorage according to
AWSD1.1/D1.1M and AWSC5.4, "Recommended Practices for Stud Welding."
B.Furnish loose hardware items including steel plates, clip angles, seat angles, anchors, dowels,
cramps, hangers, and other hardware shapes for securing precast structural concrete units to
supporting and adjacent construction.
C.Cast-in openings larger than 10 inchesin any dimension. Do not drill or cut openings or
prestressing strand without Precast concrete hollow core plank Supplier’s engineer’sapproval.
D.Reinforcement: Comply with recommendations in PCIMNL116 for fabricating, placing, and
supporting reinforcement.
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-5
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
E.Reinforce precast concrete hollowcore plankto resist handling, transportation, and erection
stresses.
F.Prestress tendons for precast concrete hollow core plank by pretensioning methods. Comply
with PCIMNL116.
G.Comply with requirements in PCIMNL116 and in this Section for measuring, mixing,
transporting, and placing concrete. After concrete batching, no additional water may be added.
H.Place concrete in a continuous operation to prevent seams or planes of weakness from forming
in precast concrete units.
I.Thoroughly consolidate placed concrete by internal and external vibration without dislocating or
damaging reinforcement and built-in items, and minimize pour lines, honeycombing, or
entrapped air on surfaces. Use equipment and procedures complying with PCIMNL116.
J.Comply with ACI306.1 procedures for cold-weather concrete placement.
K.Comply with PCIMNL116 procedures for hot-weather concrete placement.
L.Identify pickup points of precast concrete hollow core plankand orientation in structure with
permanent markings, complying with markings indicated on Shop Drawings. Imprint or
permanently mark casting date on each slabunit on a surface that will not show in finished
structure.
M.Cure concrete, according to requirements in PCIMNL116, by moisture retention without heat or
by accelerated heat curing using low-pressure live steam or radiant heat and moisture. Cure
units until compressive strength is high enough to ensure that stripping does not have an effect
on performance or appearance of final product.
N.Discardand replace precast concrete hollow core plank that do not comply with requirements,
including structural, manufacturing tolerance, and appearance, unless repairs meet
requirements in PCIMNL116 and meet Architect's approval.
2.9FABRICATION TOLERANCES
A.Fabricate precast concrete hollow core planks straight and true to size and shape with exposed
edges and corners precise and true so each finished unit complies with PCIMNL116 product
dimension tolerances.
2.10COMMERCIAL FINISHES
A.Standard Grade: Normal plant-run finish produced in molds that impart a smooth finish to
concrete. Surface holes smaller than 1/2 inchcaused by air bubbles, normal color variations,
form joint marks, and minor chips and spalls are permitted. Fill air holes greater than 1/4 inchin
width that occur more than once per 2 sq. in. Major or unsightly imperfections, honeycombs, or
structural defects are not permitted. Limit joint offsets to 1/8 inch.
B.Screed or float finish unformed surfaces. Strike off and consolidate concrete with vibrating
screeds to a uniform finish. Hand screed at projections. Normal color variations, minor
indentations, minor chips, and spalls are permitted. Major imperfections, honeycombing, or
defects are not permitted.
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-6
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
C.Smooth, steel trowel finish unformed surfaces. Consolidate concrete, bring to proper level with
straightedge, float, and trowel to a smooth, uniform finish.
D.Apply roughened surface finish according to ACI318to precast concrete units that will receive
concrete topping after installation.
2.11SOURCE QUALITY CONTROL
A.Testing: Test and inspect precast structural concrete according to PCIMNL116 requirements.
B.Defective Units: Discard and replace precast hollow core plankthat do not comply with
requirements, including strength, manufacturing tolerances, and color ortexture range.
Chipped, spalled, or cracked units may be repaired, subject to Architect'\Engineer’s approval.
Architect\Engineer reserves the right to reject precast units that do not match approved
samples, sample panels, and mockups.
PART 3 -EXECUTION
3.1INSTALLATION
A.Install clips, hangers, bearing strips, and other accessories required for connecting precast
hollow core plankto supporting members and backup materials.
B.Erect precast concretehollow core planklevel, plumb, and square within specified allowable
tolerances. Provide temporary structural framing, supports, and bracing as required to maintain
position, stability, and alignment of units until permanent connection.
1.Maintain joint alignment and uniform joint width as erection progresses.
2.Remove projecting lifting devices and grout fill voids within recessed lifting devices flush
with surface of adjacent precast surfaces when recess is exposed.
C.Connect precast hollow core plank in position by bolting, welding, grouting, or as otherwise
indicated on Shop Drawings. Remove temporary shims, wedges, and spacers as soon as
practical after connecting and grouting are completed.
D.Field cutting of precast hollow core plankis not permitted without approval of the Architectand
precast supplier’s structural engineer.
E.Welding: Comply with applicable AWSD1.1/D1.1M and AWSD1.4 for welding, welding
electrodes, appearance, quality of welds, and methods used in correcting welding work.
F.At bolted connections, use lock washers, tack welding, or other approved means to prevent
loosening of nuts after final adjustment.
G.Grouting: Grout connections and joints and open spaces at keyways, connections, and joints
where required or indicated on Shop Drawings. Retain grout in place until hard enough to
support itself. Pack spaces with stiff grout material, tamping until voids are completely filled.
1.Place grout to finish smooth, level, and plumb with adjacent concrete surfaces.
2.Fill joints completely without seepage to other surfaces.
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-7
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
3.Trowel top of grout joints on roofs smooth and uniform. Finish transitions between
different surface levels not steeper than 1 to 12.
4.Place grout end cap or dam in voids at ends of hollow-core slabswhere indicated in the
construction documents or precast shop drawings.
5.Promptly remove grout material from exposed surfaces before it affects finishes or
hardens.
6.Keep grouted joints damp for not less than 24 hours after initial set.
3.2ERECTION TOLERANCES
A.Erect precast structural concrete units level, plumb, square, true, and in alignment without
exceeding the noncumulative erection tolerances of PCIMNL135.
B.Minimize variations between adjacent slab members by jacking, loading, or other method
recommended by fabricator and approved by Architect.
3.3FIELD QUALITY CONTROL
A.Testing Agency:Owner will engage qualified independent Testing Agency to perform
inspections and prepare reports as identified in Specification Section 01 40 50 –Structural
Tests and Special Inspections. Allow testing agencies access to work areas, as needed to
perform inspections.
B.Contractor shall be responsible for scheduling and shall notify the Testing Agency a minimum of
24hours prior to any required placement testing and/or when an inspection is needed.
C.Testing Agency will report test results promptly and in writing to Contractor and Architect.
D.Contractor shall repair or remove and replace work where tests and inspections indicate that it
does not comply with specified requirements.
E.Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.4REPAIRS
A.Repair precast structural concrete units if permitted by Architect.
1.Repairs may be permitted if structural adequacy, serviceability, durability, and
appearance of units has not been impaired.
B.Mix patching materials and repair units so cured patches blend with color, texture, and
uniformity of adjacent exposed surfaces and show no apparent line of demarcation between
original and repaired work, when viewed in typical daylight illumination from a distance of 20
feet.
C.Prepare and repair damaged galvanized coatings with galvanizing repair paint according to
ASTMA780.
D.Wire brush, clean, and paint damaged prime-painted components with same type of shop
primer.
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-8
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
E.Remove and replace damaged precast structural concrete units that cannot be repaired or
when repairs do not comply with requirements as determined by Architect.
3.5CLEANING
A.Clean mortar, plaster, fireproofing, weld slag, and other deleterious material from concrete
surfaces and adjacent materials immediately.
B.Clean exposed surfaces of precast concrete units after erection and completion of joint
treatment to remove weld marks, other markings, dirt, and stains.
1.Perform cleaning procedures, if necessary, according to precast concrete fabricator's
written recommendations. Clean soiled precast concrete surfaces with detergent and
water, using stiff fiber brushes and sponges, and rinse with clean water. Protect other
work from staining or damage due to cleaning operations.
2.Do not use cleaning materials or processes that could change the appearance of
exposed concrete finishes or damage adjacent materials.
END OF SECTION
PRECAST CONCRETE HOLLOW CORE PLANKS03 41 13-9
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
SECTION 051200-STRUCTURAL STEEL FRAMING
PART 1 -GENERAL
1.1SUMMARY
A.This Section includes structural steel and grout.
1.2SUBMITTALS
A.Shop Drawings:
1.Indicate profiles, sizes, spacings, locations of structural members, openings, attachments
and fasteners.
2.Connections.
3.Indicated cambers.
4.Indicate welded connections with AWS A 2.4 welding symbols. Indicate net weld lengths.
B.Manufacturer’s Mill Certificates: If specifically requested by the Architect or Engineer, provide
documentation certifying that products meet or exceed specified requirements.
C.Welding Certificates: Maintain certification, at the jobsite, for all welders employed on the Work,
verifying AWS qualification within the previous 12 months. Provide copies of certification to the
Architect or Engineer if specifically requested.
D.Testing and/orinspection reports required to be submitted.
1.3QUALITY ASSURANCE
A.Fabricator Qualifications: A qualified fabricator specializing in performing the work of this
section with a minimumof tenyears of documented experience or a fabricator that participates
in the AISC Quality Certification Program and is designated an AISC-Certified Plant,
CategorySTD.
B.Installer Qualifications: A qualified installer specializing in performing the work of this section
with a minimum of tenyears of documented experience or an installer thatparticipates in the
AISC Quality Certification Program and is designated an AISC-Certified Erector, CategoryCSE.
C.Welding: Qualify procedures and personnel according to AWSD1.1, "Structural Welding Code-
-Steel."Welders to be used on structural work shall have a current AWS Certification.
D.Comply withapplicable provisions of AISC 303 -"Code of Standard Practice for Steel Buildings
and Bridges."
E.Preinstallation Conference: Conduct conference at the Project site.
STRUCTURAL STEEL FRAMING05 12 00-1
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
PART 2 -PRODUCTS
2.1STRUCTURAL-STEEL MATERIALS
A.Recycled Content of Steel Products: Provide products with an average recycled content of
steel products so postconsumer recycled content plus one-half of preconsumer recycled content
is not less than 25 percent.
B.W-Shapes: ASTMA992/A992M.
C.Channels, Angles,M,S-Shapes: ASTMA36/A36M.
D.Plate and Bar: ASTMA36/A36M.
E.Cold-Formed Hollow Structural Sections: ASTMA500, GradeB, structural tubing.
F.Steel Pipe: ASTMA53/A53M, TypeE or S, GradeB.
G.Welding Electrodes: Comply with AWS requirements.Use E70 Electrodes, unless indicated
otherwise.
2.2BOLTS, CONNECTORS, AND ANCHORS
A.High-Strength Bolts, Nuts, and Washers: ASTMA325(ASTMA325M), Type1, heavy hex
steel structural bolts; ASTMA563(ASTMA563M)heavy hex carbon-steel nuts; and
ASTMF436(ASTMF436M)hardened carbon-steel washers.
1.Finish: Plain, unless indicated otherwise.
B.Tension-Control, High-Strength Bolt-Nut-Washer Assemblies: ASTMF1852, Type1, heavy
hexor round head steel structural bolts with splined ends; ASTMA563(ASTMA563M)heavy
hex carbon-steel nuts; and ASTMF436(ASTMF436M)hardened carbon-steel washers.
1.Finish: Plain, unless indicated otherwise.
C.Shear Connectors: ASTMA108, Grades1015 through 1020, headed-stud type, cold-finished
carbon steel; AWSD1.1, TypeB.Size and after-weld length of studs shall be as shown on the
drawings. Studs shall be manufactured by a company normally engaged in the manufacturing
of shear studs and can furnish equipment suitable for installation of shear studs
D.Unheaded Anchor Rods: ASTMF1554, Grade36.
1.Configuration: As indicated on the Drawings.
2.Finish: Plain, unless indicated otherwise.
E.Headed Anchor Rods: ASTMF1554, Grade 36, straight.
1.Finish: Plain, unless indicated otherwise.
F.Threaded Rods: ASTMA36/A36M.
1.Finish: Plain, unless indicated otherwise.
STRUCTURAL STEEL FRAMING05 12 00-2
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
G.Expansion Anchor Bolts: Expansion anchors shall consist of one-piece wedge-type carbon
steel anchor bolts with heavy duty nuts and washers, meeting the description in Federal
Specification A-A 1923A, Type 4. All components shall be zinc plated in accordance with ASTM
B663. Provide AISI 304 stainless steel anchors where indicated as stainless steel. For uses in
solid concrete and/or solid masonry.
H.Sleeve Anchor Bolts: Sleve anchors shall consist of an externally threaded stud with full length
expanding sleeve with heavy duty nuts and washers. All components shall be zinc plated in
accordance with ASTM B663, SC1, Type III. Provide AISI 304 stainless steel anchors where
indicated as stainless steel. For use in concrete, solid or hollow masonry construction.
I.Screw Anchors: Screw anchors shall consist of carbon steel, screw type anchors with corrosion
resistant zinc coating. Use Wedge-Bolt screw anchors as manufactured by Powers Fasteners
or approved equivalent.
2.3PRIMER
A.Primer: Fabricator's standard lead-and chromate-free, nonasphaltic, rust-inhibiting primer
complying with MPI #79 and compatible with topcoat.
B.Zinc-Rich Primer (provide at items indicated to receive 4-step paint process): Refer to Division 9
Section “High Performance Coatings” for primer specifications.
2.4GROUT
A.Nonmetallic, Shrinkage-Resistant Grout: ASTMC1107, factory-packaged, nonmetallic
aggregate grout, noncorrosive, nonstaining, mixed with water to consistency suitable for
application and a 30-minute working time, capable of developing a minimum compressive
strength of 7,000 psi at 28-days.Follow manufacturer’s instructions for handling, storing, mixing
placing and curing.
2.5FABRICATION
A.Structural Steel: Fabricate and assemble in shop to greatest extent possibleor as indicated on
the structural drawings. Fabricate according to AISC's "Code of Standard Practice for Steel
Buildingsand Bridges" and AISC's "Specification for Structural Steel Buildings -Allowable
Stress Design and Plastic Design.”
B.Shear Connectors: Prepare steel surfaces as recommended by manufacturer of shear
connectors. Use automatic end welding of headed-stud shear connectors according to
AWSD1.1 and manufacturer's written instructions. “Stick-Welding” of shear connectors is not
permitted.
2.6SHOP CONNECTIONS
A.High-Strength Bolts: Shop install high-strength bolts according to RCSC's "Specification for
Structural Joints Using ASTMA325 or A490 Bolts" for type of bolt and type of joint specified.
1.Joint Type: Snug tightened, unless specifically indicated as “fully tightened” or “Slip
critical”on the Drawings.
STRUCTURAL STEEL FRAMING05 12 00-3
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
B.Weld Connections: Comply with AWSD1.1 for welding procedure specifications, tolerances,
appearance, and quality of welds and for methods used in correcting welding work.
2.7SHOP PRIMING
A.Shop prime steel surfaces except the following:
1.Surfaces embedded in concrete or mortar. Extend priming of partially embedded
members to a depth of 2 inches(50 mm).
2.Surfaces to be field welded.
3.Surfaces to be high-strength bolted with slip-critical connections.
4.Surfaces to receive sprayed fire-resistive materials.
5.Galvanized surfaces.
B.Surface Preparation: Clean surfaces to be painted. Remove loose rust and mill scale and
spatter, slag, or flux deposits. Prepare surfaces according to the following specifications and
standards:
1.SSPC-SP2, "Hand Tool Cleaning."
2.SSPC-SP3, "Power Tool Cleaning."
C.Priming: Immediately after surface preparation, apply primer according to manufacturer's
written instructions and at rate recommended by SSPC to provide a dry film thickness of not
less than 1.5 mils(0.038 mm). Use priming methods that result in full coverage of joints,
corners, edges, and exposed surfaces.
PART 3 -EXECUTION
3.1ERECTION
A.Examination: Verify elevations of concrete-and masonry-bearing surfaces and locations of
anchor rods, bearing plates, and other embedments, with steel erector present, for compliance
with requirements.
1.Proceed with installation only after unsatisfactory conditions have been corrected.
B.Set structural steel accurately in locations and to elevations indicated and according to AISC's
"Code of Standard Practice for Steel Buildings and Bridges" and "Specification for Structural
Steel Buildings--Allowable Stress Design and Plastic Design."
C.Base and BearingPlates: Clean concrete-and masonry-bearing surfaces of bond-reducing
materials, and roughen surfaces prior to setting base and bearing plates. Clean bottom surface
of baseand bearing plates.
1.Set base and bearing plates for structural members on wedges, shims, or setting nuts as
required.
2.Weld plate washers to top of base plate.
3.Snug-tightenanchor rods after supported members have been positioned and plumbed.
Do not remove wedges or shims but, if protruding, cut off flush with edge of base or
bearing plate before packing with grout.
STRUCTURAL STEEL FRAMING05 12 00-4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
4.Promptly pack grout solidly between bearing surfaces and base or bearing plates so no
voids remain. Neatly finish exposed surfaces; protect grout and allow to cure. Comply
with manufacturer's written installation instructions for shrinkage-resistant grouts.
D.Maintain erection tolerances of structural steel within AISC's "Code of Standard Practice for
Steel Buildings and Bridges."
E.After erection, clean and prime welds, abrasions and surfaces not shop primed that are located
outside the buildings thermal/moisture protection envelope. Touch up galvanized surfaces with
suitable zinc-rich cold galvanizing compound.
3.2FIELD CONNECTIONS
A.High-Strength Bolts: Install high-strength bolts according to RCSC's "Specification for Structural
Joints Using ASTMA325 or A490 Bolts" for type of bolt and type of joint specified.
1.Joint Type: Snug tightened, unless specifically indicated as “fully tightened” or “Slip
critical”on the Drawings.
B.Weld Connections: Comply with AWSD1.1 for welding procedure specifications, tolerances,
appearance, and quality of welds and for methods used in correcting welding work.
1.Comply with AISC's "Code of Standard Practice for Steel Buildings and Bridges" and
"Specification for Structural Steel Buildings--Allowable Stress Design and Plastic Design"
for bearing, adequacy of temporary connections, alignment, and removal of paint on
surfaces adjacent to field welds.All welds shall be de-slagged after weld is complete.
2.Contractor shall remove all ceramic ferrules from welded shear connectors in sufficient
time so as to allow for inspection of welds prior to the placement of concrete.
3.3FIELD QUALITY CONTROL
A.Testing Agency: Owner will engage a qualified independent testing and inspecting agency to
inspect field welds, field installed shear connectors and high-strength bolted connectionsas
identified in Specification Section 01 40 50 –Structural Tests and Special Inspections.
B.Contractor shall be responsible for scheduling and shall notify the Testing Agency a minimum of
24hours prior to any required placement testing and/or when an inspection is needed.
C.Testing Agency will report test results promptly and in writing to Contractor and Architect.
D.Contractor shall repair or remove and replace work where tests and inspections indicate that it
does not comply with specified requirements.
E.Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
END OF SECTION
STRUCTURAL STEEL FRAMING05 12 00-5
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
SECTION 052100-STEEL JOIST FRAMING
PART 1 -GENERAL
1.1SUMMARY
A.Section Includes:
1.K-series steel joists.
2.KCS-type K-series steel joists.
3.LH-and DLH-series long-span steel joists.
4.Joist accessories.
1.2SUBMITTALS
A.Product Data: For each type of joist, accessory, and product.
B.Shop Drawings:
1.Include layout, designation, number, type, location, and spacing of joists.
2.Include joining and anchoragedetails, bracing, bridging, and joist accessories; splice and
connection locations and details; and attachments to other construction.
C.Testing and/or inspection reports required to be submitted.
1.3QUALITY ASSURANCE
A.Manufacturer Qualifications: A manufacturer certified by the Steel Joist Instituteto manufacture
joists complying with applicable standard specifications and load tables in SJI's "Specifications."
B.Installer Qualifications: A qualified installer specializing in performing the work of this section
with a minimum of tenyears of documented experience or an installer thatparticipates in the
AISC Quality Certification Program and is designated an AISC-Certified Erector, CategoryCSE.
C.SJI Specifications: Comply with SJI's "Standard Specifications, Load Tables and Weight Tables
for Steel Joists and Joist Girders" (hereafter, SJI's "Specifications") that are applicable to types
of joists indicated.
D.Welding Qualifications: Qualify field-welding procedures and personnel according to
AWSD1.1/D1.1M, "Structural Welding Code-Steel."
1.4DELIVERY, STORAGE, AND HANDLING
A.Deliver, store, and handle joists as recommended in SJI's "Specifications."
STEEL JOIST FRAMING05 21 00-1
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
PART 2 -PRODUCTS
2.1PERFORMANCE REQUIREMENTS
A.Recycled Content of Steel Products: Postconsumer recycled content plus one-half of
preconsumer recycled content not less than 25percent.
2.2K-SERIES STEEL JOISTS
A.Manufacture steel joists of type indicated according to "Standard Specifications for Open Web
Steel Joists, K-Series" in SJI's "Specifications," with steel-angle top-and bottom-chord
members, underslung ends, and parallel top chord.
B.Steel Joist Substitutes: Manufacture according to "Standard Specifications for Open Web Steel
Joists,K-Series" in SJI's "Specifications," with steel-angle or -channel members.
2.3LONG-SPAN STEEL JOISTS
A.Manufacture steel joists according to "Standard Specifications for Longspan Steel Joists, LH-
Series and Deep Longspan Steel Joists, DLH-Series" in SJI's "Specifications," with steel-angle
top-and bottom-chord members; of joist typeand end and top-chord arrangements as
indicated.
2.4PRIMERS
A.Low-Emitting Materials: Paints and coatings shall comply with the testing and product
requirements of the California Department of Health Services' "Standard Practice for the Testing
of Volatile Organic Emissions from Various Sources Using Small-Scale Environmental
Chambers."
B.Primer: SSPC-Paint15, or manufacturer's standard shop primer complying with performance
requirements in SSPC-Paint15.
2.5JOIST ACCESSORIES
A.Bridging: Provide bridging anchors and number of rows of horizontalordiagonalbridging of
material, size, and type required by SJI's "Specifications" for type of joist, chord size, spacing,
and span. Provide additional joist bridging where specifically indicated on the drawings.
Furnish additional erection bridging if required for stability.
B.Bridging: Detail and fabricate according to SJI's "Specifications." Furnish additional erection
bridging if required for stability.
C.Furnish ceiling extensionswhere indicated in the architectural and/or structural drawings, either
extended bottom-chord elements or a separate extension unit of enough strength to support
ceiling construction. Extend ends to within 1/2 inchof finished wall surface unless otherwise
indicated.
STEEL JOIST FRAMING05 21 00-2
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
D.Carbon-Steel Bolts and Threaded Fasteners: ASTMA307, GradeA, carbon-steel, hex-head
bolts and threaded fasteners; carbon-steel nuts; and flat, unhardened steel washers.
1.Finish: Plain, uncoated.
E.High-Strength Bolts, Nuts, and Washers: ASTMA325, Type1, heavy hex steel structural bolts;
ASTMA563heavy hex carbon-steel nuts; and ASTMF436hardened carbon-steel washers.
1.Finish: Plain.
F.Furnish miscellaneous accessories including splice plates and bolts required by joist
manufacturer to complete joist assembly.
2.6CLEANING AND SHOP PAINTING
A.Clean and remove loose scale, heavy rust, and other foreign materials from fabricated joists
and accessories.
B.Apply one coat of shop primer.
PART 3 -EXECUTION
3.1INSTALLATION
A.Do not install joists until supporting construction is in place and secured.
B.Install joists and accessories plumb, square, and trueto line; securely fasten to supporting
construction according to SJI's "Specifications," joist manufacturer's written recommendations,
and requirements in this Section.
1.Before installation, splice joists delivered to Project site in more than one piece.
2.Space, adjust, and align joists accurately in location before permanently fastening.
3.Install temporary bracing and erection bridging, connections, and anchors to ensure that
joists are stabilized during construction.
C.Field weld joists to supporting steel bearing platesandframework. Coordinate welding
sequence and procedure with placement of joists. Comply withAWS requirements and
procedures for welding, appearance and quality of welds, and methods used in correcting
welding work.
D.Bolt joists to supporting steel framework using carbon-steel bolts.
E.Bolt joists to supporting steel framework using high-strength structural bolts. Comply with
Research Council on Structural Connection's "Specification for Structural Joints Using
ASTMA325 or ASTMA490 Bolts" for high-strength structural bolt installation and tightening
requirements.
F.Install and connect bridging concurrently with joist erection, before construction loads are
applied. Anchor ends of bridging lines at top and bottom chords if terminating at walls or
beams.
STEEL JOIST FRAMING05 21 00-3
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
3.2FIELD QUALITY CONTROL
A.Testing Agency: Owner will engage a qualified independent testing and inspecting agency to
inspect field welds and bolted connections andto perform field tests and inspections and
prepare test and inspection reportsas identified in Specification Section 01 40 50 –Structural
Tests and Special Inspections, Part 3.06 Structural Steel.
B.Contractor shall be responsible for scheduling and shall notify the Testing Agency a minimum of
24hours prior to any required placement testing and/or when an inspection is needed.
C.Testing agency will report test results promptly and in writing to Contractor and
Architect/Engineer. Testingand inspection reports shall include any corrective actions taken
and follow-up testing and inspections as a result of the testing and inspection.
D.Contractor shall repair or remove and replace work where tests and inspections indicate that it
does not comply with specified requirements.
E.Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
END OF SECTION
STEEL JOIST FRAMING05 21 00-4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
SECTION 053100-STEEL DECKING
PART 1 -GENERAL
1.1SUMMARY
A.This Section includes the following:
1.Roof deck.
2.Noncomposite form deck.
1.2SUBMITTALS
A.Shop Drawings: Show layout and types of deck panels, anchorage details, reinforcing
channels, pans, cut deck openings, special jointing, accessories, and attachments to other
construction.
B.Testing and/orinspection reports required to be submitted.
1.3QUALITY ASSURANCE
A.Welding: Qualify procedures and personnel according to AWSD1.3, "Structural Welding
Code-Sheet Steel."
B.Fire-Test-Response Characteristics: Where indicated, provide steel deck units identical to
those tested for fire resistance per ASTME119 by a testing and inspecting agency acceptable
to authorities having jurisdiction.
1.Fire-Resistance Ratings: Indicated by design designations of applicable testing and
inspecting agency.
2.Steel deck units shall be identified with appropriate markings of applicable testing and
inspecting agency.
C.AISI Specifications: Comply with calculated structural characteristics of steel deck according to
AISI's "North American Specification for the Design of Cold-Formed Steel Structural Members."
D.Recycled Content of Steel Products: Provide products with an average recycled content of
steel products so postconsumer recycled content plus one-half of preconsumer recycled content
is not less than 25percent.
1.4DELIVERY, STORAGE, AND HANDLING
A.Protect steel deck from corrosion, deformation, and other damage during delivery, storage, and
handling.
B.Stack steel deck on platforms or pallets and slope to provide drainage. Protect with a
waterproof covering and ventilate to avoid condensation.
STEEL DECKING05 31 00-1
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
PART 2 -PRODUCTS
2.1MANUFACTURERS
A.Available Manufacturers: Subject to compliance with requirements, manufacturers offering
products that may be incorporated into the Work include, but are not limited to, the following:
B.Manufacturers: Subject to compliance with requirements, provide products by one of the
following:
1.Canam Steel Corp.;The Canam Manac Group.
2.Epic Metals Corporation.
3.Marlyn Steel Decks, Inc.
4.New Millennium Building Systems, LLC.
5.Nucor Corp.; Vulcraft Division.
6.United Steel Deck, Inc.
7.Wheeling Corrugating Company; Div. of Wheeling-Pittsburgh Steel Corporation.
2.2ROOF DECK
A.Steel Roof Deck: Fabricate panels, without top-flange stiffening grooves, to comply with "SDI
Specifications and Commentary for Steel Roof Deck," in SDI Publication No.30, and with the
following:
1.Prime-Painted Steel Sheet: ASTM A 1008/A 1008M, structural steel (SS), grade 33
minimum, shop primed with Manufacturer’s standard baked-on, rust-inhibitive primer.
a.Color: Manufacturer's standard.
b.On steel surfaces to receive spray applied fire resistive materials, provide primers
that are acceptable to spray applied fire-resistive material manufacturer.
2.Deck Profile: Type B, wide rib or 3N, deep rib as indicated.
a.Deck shall be supplied as Acoustical deck, Type 1.5BA or 3NAwhere indicated.
Acoustic insulation shall be provided under cells of the panels.
3.Profile Depth: As indicated.
4.Design Uncoated-Steel Thickness: Asindicated.
5.Span Condition: As indicated.
2.3NONCOMPOSITE FORM DECK
A.Noncomposite Steel Form Deck: Fabricate ribbed-steel sheet noncomposite form-deck panels
to comply with "SDI Specifications and Commentary for Noncomposite Steel Form Deck," in
SDI Publication No.30, with the minimum section properties indicated, and with the following:
1.Galvanized Steel Sheet: ASTMA653/A653M, Structural Steel (SS), Grade33zinc
coating.
2.Profile Depth: As indicated.
3.Design Uncoated-Steel Thickness: As indicated.
4.Span Condition: Triple span or more.
STEEL DECKING05 31 00-2
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
2.4ACCESSORIES
A.General: Provide manufacturer's standard accessory materials for deck that comply with
requirements indicated.
B.Mechanical Fasteners: Corrosion-resistant, low-velocity, power-actuated or pneumatically
driven carbon-steel fasteners; or self-drilling, self-threading screws.
C.Side-Lap Fasteners: Corrosion-resistant, hexagonal washer head; self-drilling, carbon-steel
screws, diameteras indicated.
D.Flexible Closure Strips: Vulcanized, closed-cell, synthetic rubber.
E.Miscellaneous Sheet Metal Deck Accessories: Steel sheet, minimum yield strength of 33,000
psi, of same material and finish as deck; of profile indicated or required for application.
F.Repair Paint: Manufacturer's standard rust-inhibitive primer of same color as primer.
PART 3 -EXECUTION
3.1INSTALLATION
A.Install deck panels and accessories according to applicable specifications and commentary in
SDI Publication No.30, manufacturer's written instructions, requirements in this Section, and as
indicated.
B.Place deck panels on supporting frame and adjust to final position with ends accurately aligned
and bearing on supporting frame before being permanently fastened. Do not stretch or contract
side-lap interlocks.
C.Place deck panels flat and square and fasten to supporting frame without warp or deflection.
D.Cut and neatly fit deck panels and accessories around openings and other work projecting
through or adjacent to deck.
E.Provide additional reinforcement and closure pieces at openings as required for strength,
continuity of deck, and support of other work.
F.Comply with AWS requirements and procedures for manual shielded metal arc welding,
appearance and quality of welds, and methods used for correcting welding work.
G.End Bearing: Install deck ends over supporting frame with a minimum end bearing of 1-1/2
inches.
H.Roof Sump Pans and Sump Plates: Install over openings provided in roof deck and attach to
flanges to top of deck by welds or screws. Space connectors not more than 6 inchesapart with
at least one connector at each corner.
1.Install reinforcing channels or zees in ribs to span between supports and weld.
STEEL DECKING05 31 00-3
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
I.Miscellaneous Roof-Deck Accessories: Install ridge and valley plates, finish strips, end
closures, and reinforcing channels according to deck manufacturer's writteninstructions.
Connect to substrate to provide a complete deck installation.
1.Weld cover plates at changes in direction of roof-deck panels, unless otherwise indicated.
J.Pour Stops and Girder Fillers: Weld steel sheet pour stops and girder fillers to supporting
structure according to SDI recommendations, unless otherwise indicated.
K.Floor-Deck Closures: Weld steel sheet column closures, cell closures, and Z-closures to deck,
according to SDI recommendations, to provide tight-fitting closures at open ends of ribs and
sides of deck.
3.2FIELD QUALITY CONTROL
A.Testing Agency: Owner will engagea qualified independent testing and inspecting agency to
perform field tests and inspections and prepare test reportsas identified in Specification Section
01 40 50 –Structural Tests and Special Inspections, Part 3.06 Structural Steel.
B.Contractor shall be responsible for scheduling and shall notify the Testing Agency a minimum of
24hours prior to any required placement testing and/or when an inspection is needed.
C.Testing Agency will report test results promptly and in writing to Contractor and Architect.
D.Contractor shall repair or remove and replace work where tests and inspections indicate that it
does not comply with specified requirements.
E.Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.3REPAIRS
A.Galvanizing Repairs: Prepare and repair damaged galvanized coatings on both surfaces of
deck with galvanized repair paint according to ASTMA780 and manufacturer's written
instructions.
B.Repair Painting: Wire brush and clean rust spots, welds, and abraded areas on surfaces of
prime-painted deck immediately after installation, and apply repair paint.
END OF SECTION
STEEL DECKING05 31 00-4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
SECTION 054000-COLD-FORMED METAL FRAMING
PART 1 -GENERAL
1.1SUMMARY
A.This Section includes the following:
1.Exterior non-load-bearing wall framing.
1.2PERFORMANCE REQUIREMENTS
A.Structural Performance: Provide cold-formed metal framing as indicated in the Construction
Drawings.
1.3SUBMITTALS
A.Product Data: For each type of product and accessory indicated.. Provide data indicating that
cold formed metal framing provided is in conformance with that specified on the drawings,
including member depths, flange widths, flange returns, material gauge, material strength and
material finish.Give description of where each product and accessory is used on the project.
B.Testing and/orinspection reports required to be submitted.
1.4QUALITY ASSURANCE
A.SupplierQualifications: A qualified supplierspecializing in performing the work of this section
with a minimum of ten years of documented experience.
B.Installer Qualifications: A qualified installer specializing in performing the work of this section
with a minimum of ten years of documented experience.
C.Welding: Qualify procedures and personnel according to AWSD1.3, "Structural Welding Code-
-Sheet Steel."
D.Fire-Test-Response Characteristics: Where indicated, provide cold-formed metal framing
identical to that of assemblies tested for fire resistance per ASTME119 by a testing and
inspecting agency acceptable to authorities having jurisdiction.
PART 2 -PRODUCTS
2.1MANUFACTURERS
A.Manufacturers: Subject to compliance with requirements, provide cold-formed metal framing by
on of the following:
1.Clark Dietrich Building Systems, LLC.
2.Custom Stud, Inc.
COLD-FORMED METAL FRAMING05 40 00-1
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
3.Marino
4.The Steel Network, Inc.
5.MBA Building Supplies, Inc.
2.2MATERIALS
A.Recycled Content of Steel Products: Provide products with an average recycled content of
steel products so postconsumer recycled content plus one-half of preconsumer recycled content
is not less than 25percent.
B.Steel Sheet: ASTMA1003/A1003M, Structural Grade, TypeH, metallic coated, of grade and
coating weight as follows:
1.Grade: ST33H, STH50H for member depths equal to greater than 8-inches with gauge
thickness of 16-gauge (54 mil) or thicker.
2.Coating: G60.
2.3EXTERIOR NON-LOAD-BEARING WALL FRAMING
A.Steel Studs: Manufacturer's standard C-shaped steel studs, of web depths indicated, punched,
with stiffened flanges, and as follows:
1.Minimum Base-Metal Thickness: As indicated.
2.Flange Width: As indicated.
3.Section Properties: As indicated by the product manufacturer and type indicated.
B.Steel Track: Manufacturer's standard U-shaped steel track, of web depths indicated,
unpunched, with unstiffened flanges, and same minimum base-metal thickness as steel studs.
2.4FRAMING ACCESSORIES
A.Fabricate steel-framing accessories from steel sheet, ASTMA1003/A1003M, Structural Grade,
TypeH, metallic coated, of same grade and coating weight used for framing members, unless
otherwise indicated.
B.Steel Shapes and Clips: ASTMA36/A36M, zinc coated by hot-dip process according to
ASTMA123/A123M.
C.Anchor Bolts: ASTMF1554, Grade36, threaded carbon-steel headless bolts, with encased
end threaded, and carbon-steel nuts; and flat, hardened-steel washers; zinc coated by hot-dip
process according to ASTMA153/A153M, ClassC.
D.Expansion Anchors: Fabricatedfrom corrosion-resistant materials, with capability to sustain,
without failure, a load equal to 5 times design load, as determined by testing per ASTME488
conducted by a qualified independent testing agency.
E.Power-Actuated Anchors: Fastener system of type suitable for application indicated, fabricated
from corrosion-resistant materials, with capability to sustain, without failure, a load equal to 10
times design load, as determined by testing per ASTME1190 conducted by a qualified
independent testing agency.
COLD-FORMED METAL FRAMING05 40 00-2
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
F.Mechanical Fasteners: ASTMC1513, corrosion-resistant-coated, self-drilling, self-tapping steel
drill screws.
1.HeadType: Low-profile head beneath sheathing, manufacturer's standard elsewhere.
2.5MISCELLANEOUS MATERIALS
A.Galvanizing Repair Paint: SSPC-Paint20 or DOD-P-21035.
B.LevelingGrout: Nonmetallic, Shrinkage-Resistant Grout: ASTMC1107, factory-packaged,
nonmetallic aggregate grout, noncorrosive, nonstaining, mixed with water to consistency
suitable for application and a 30-minute working time. Minimum compressive strength at 28-
days shall be 7,500 psi as determined by ASTM C109. Follow manufacturer’s instructions for
handling, mixing, placing and curing.
C.Shims: Load bearing, high-density multimonomer plastic, nonleaching.
PART 3 -EXECUTION
3.1PREPARATION
A.Install load bearing shims or grout between the underside of wall bottom track or rim trackand
the top of foundation wall or slab at stud or joist locations to ensure a uniform bearing surface
on supporting concrete or masonry construction.
3.2INSTALLATION, GENERAL
A.Install cold-formed metal framing according to AISI's "Standard for Cold-Formed Steel Framing -
General Provisions" and to manufacturer's written instructions unless more stringent
requirements are indicated.
B.Install cold-formed metal framing and accessories plumb, square, and true to line, and with
connections securely fastened.
C.Install framing members in one-piece lengths.
D.Install temporary bracing and supports to secure framing and support loads comparable in
intensity to those for which structure was designed. Maintain braces and supports in place,
undisturbed, until entire integrated supporting structure has been completed and permanent
connections to framing are secured.
E.Do not bridge building expansion and control joints with cold-formed metal framing.
Independently frame both sides of joints.
F.Install insulation, specified in Division07 Section "Thermal Insulation," in built-up exterior
framing members, such as headers, sills, boxed joists, and multiple studs at openings, that are
inaccessible on completion of framing work.
G.Fasten hole reinforcing plate over web penetrations that exceed size of manufacturer's standard
punched openings.
COLD-FORMED METAL FRAMING05 40 00-3
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
H.Erection Tolerances: Install cold-formed metal framing level, plumb, and true to line to a
maximum allowable tolerance variation of 1/8 inch in 10 feetand as follows:
1.Space individual framing members no more than plus or minus 1/8 inchfrom plan
location. Cumulative error shall not exceed minimum fastening requirements of
sheathing or other finishing materials.
3.3EXTERIOR NON-LOAD-BEARING WALL INSTALLATION
A.Install continuous tracks sized to match studs. Align tracks accurately and securely anchor to
supporting structure as indicated.
B.Select fastening of studs to top track only if required. Do not fasten studs to deflection track,
such as in infill wall framing.
C.Fasten both flanges of studs totop and bottom track, unless otherwise indicated. Space studs
as indicated.
D.Set studs plumb, except as needed for diagonal bracing or required for nonplumb walls or
warped surfaces and similar requirements.
E.Isolate non-load-bearing steel framing from building structure to prevent transfer of vertical
loads while providing lateral support.
F.Connect vertical clipsor track and anchor to primary building structure.
G.Install horizontal bridging in wall studs, spaced in rows indicated but not more than 48 inches
apart. Fasten at each stud intersection.
1.Top Bridging for Single Deflection Track: Install row of horizontal bridging within 12
inchesof single deflection track. Install a combination of flat, taut, steel sheet straps of
width and thickness indicated and stud or stud-track solid blocking of width and thickness
matching studs. Fasten flat straps to stud flanges and secure solid blocking to stud webs
or flanges.
2.Bridging: Cold-rolled steel channel, welded or mechanically fastened to webs of punched
studs or proprietary bridging bars installed according to manufacturer's written
instructions.
H.Install miscellaneous framing and connections, including stud kickers, web stiffeners, clip
angles, continuous angles, anchors, fasteners, and stud girts, to provide a complete and stable
curtain-wall-framing system.
3.4FIELD QUALITY CONTROL
A.Testing Agency: Owner will engagea qualified independent testing and inspecting agency to
perform field tests and inspections and prepare test reportsas identified in Specification Section
01 40 50 –Structural Tests and Special Inspections, Part 3.06 Structural Steel.
B.Contractor shall be responsible for scheduling and shall notify the Testing Agency a minimum of
24hours prior to any required placement testing and/or when an inspection is needed.
C.Testing Agency will report test results promptly and in writing to Contractor and Architect.
COLD-FORMED METAL FRAMING05 40 00-4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
D.Contractor shall repair or remove and replace work where tests and inspections indicate that it
does not comply with specified requirements.
E.Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.5REPAIRS AND PROTECTION
A.Galvanizing Repairs: Prepare and repair damaged galvanized coatings on fabricated and
installed cold-formed metal framing with galvanized repair paint according to ASTMA780 and
manufacturer's written instructions.
B.Provide final protection and maintain conditions, in a manner acceptableto manufacturer and
installer thatensure that cold-formed metal framing is without damage or deterioration at time of
Substantial Completion.
END OF SECTION
COLD-FORMED METAL FRAMING05 40 00-5
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
SECTION 087100 – DOOR HARDWARE
PART 1 - GENERAL
1.1 RELATED DOCUMENTS
A.
Drawings and general provisions of the Contract, including General and Supplementary
Conditions and Division 1 Specification Sections, apply to this Section.
1.2 SUMMARY
A.
This Section includes commercial door hardware for the following:
1. Swinging doors.
2. Sliding doors.
3. Other doors to the extent indicated.
B.
Door hardware includes, but is not necessarily limited to, the following:
1. Mechanical door hardware.
2. Electromechanical door hardware, power supplies, back-ups and surge protection.
3. Automatic operators.
4. Cylinders specified for doors in other sections.
C.
Related Sections:
1. Division 08 Section “Hollow Metal Doors and Frames”.
2. Division 08 Section “Flush Wood Doors”.
3. Division 08 Section “Glazed Aluminum Curtain Walls”.
4. Division 28 for Access Control.
D.
Codes and References: Comply with the version year adopted by the Authority Having
Jurisdiction.
1. ANSI A117.1 - Accessible and Usable Buildings and Facilities.
2. ICC/IBC - International Building Code.
3. NFPA 70 - National Electrical Code.
4. NFPA 80 - Fire Doors and Windows.
5. NFPA 101 - Life Safety Code.
6. State Building Codes, Local Amendments.
E.
Standards: All hardware specified herein shall comply with the following industry standards:
1. ANSI/BHMA Certified Product Standards - A156 Series
2. UL10C – Positive Pressure Fire Tests of Door Assemblies
1.3 SUBMITTALS
A.
Product Data: Manufacturer's product data sheets including installation details, material
descriptions, dimensions of individual components and profiles, operational descriptions and
finishes.
DOOR HARDWARE 08 71 00 - 1
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
B.
Door Hardware Schedule: Prepared by or under the supervision of supplier, detailing fabrication
and assembly of door hardware, as well as procedures and diagrams. Coordinate the final Door
Hardware Schedule with doors, frames, and related work to ensure proper size, thickness,
hand, function, and finish of door hardware.
1. Format: Comply with scheduling sequence and vertical format in DHI's "Sequence and
Format for the Hardware Schedule."
2. Organization: Organize the Door Hardware Schedule into door hardware sets indicating
complete designations of every item required for each door or opening. Organize door
hardware sets in same order as in the Door Hardware Sets at the end of Part 3.
Submittals that do not follow the same format and order as the Door Hardware Sets will
be rejected and subject to resubmission.
3. Content: Include the following information:
a. Type, style, function, size, label, hand, and finish of each door hardware item.
b. Manufacturer of each item.
c. Fastenings and other pertinent information.
d. Location of door hardware set, cross-referenced to Drawings, both on floor plans
and in door and frame schedule.
e. Explanation of abbreviations, symbols, and codes contained in schedule.
f. Mounting locations for door hardware.
g. Door and frame sizes and materials.
4. Submittal Sequence: Submit the final Door Hardware Schedule at earliest possible date,
particularly where approval of the Door Hardware Schedule must precede fabrication of
other work that is critical in the Project construction schedule. Include Product Data,
Samples, Shop Drawings of other work affected by door hardware, and other information
essential to the coordinated review of the Door Hardware Schedule.
C.
Shop Drawings: Details of electrified access control hardware indicating the following:
1. Wiring Diagrams: Upon receipt of approved schedules, submit detailed system wiring
diagrams for power, signaling, monitoring, communication, and control of the access
control system electrified hardware. Differentiate between manufacturer-installed and
field-installed wiring. Include the following:
a. Elevation diagram of each unique access controlled opening showing location and
interconnection of major system components with respect to their placement in
the respective door openings.
b. Complete (risers, point-to-point) access control system block wiring diagrams.
2. Electrical Coordination: Coordinate with related Division 26 Electrical Sections the
voltages and wiring details required at electrically controlled and operated hardware
openings.
D.
Keying Schedule: Prepared under the supervision of the Owner, separate schedule detailing
final keying instructions for locksets and cylinders in writing. Include keying system explanation,
door numbers, key set symbols, hardware set numbers and special instructions. Owner to
approve submitted keying schedule prior to the ordering of permanent cylinders.
E.
Operating and Maintenance Manuals: Provide manufacturers operating and maintenance
manuals for each item comprising the complete door hardware installation in quantity as
required in Division 01, Closeout Submittals. The manual to include the name, address, and
contact information of the manufacturers providing the hardware and their nearest service
DOOR HARDWARE 08 71 00 - 2
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
representatives. The final copies delivered after completion of the installation test to include "as
built" modifications made during installation, checkout, and acceptance.
F.
Warranties and Maintenance: Special warranties and maintenance agreements specified in this
Section.
1.4 QUALITY ASSURANCE
A.
Manufacturers Qualifications: Engage qualified manufacturers with a minimum 5 years of
documented experience in producing hardware and equipment similar to that indicated for this
Project and that have a proven record of successful in-service performance.
B.
Installer Qualifications: Installers, trained by the primary product manufacturers, with a minimum
3 years documented experience installing both standard and electrified builders hardware
similar in material, design, and extent to that indicated for this Project and whose work has
resulted in construction with a record of successful in-service performance.
C.
Door Hardware Supplier Qualifications: Experienced commercial door hardware distributors with
a minimum 5 years documented experience supplying both mechanical and electromechanical
hardware installations comparable in material, design, and extent to that indicated for this
Project. Supplier recognized as a factory direct distributor in good standing by the
manufacturers of the primary materials with a warehousing facility in Project's vicinity. Supplier
to have on staff a certified Architectural Hardware Consultant (AHC) available during the course
of the Work to consult with Contractor, Architect, and Owner concerning both standard and
electromechanical door hardware and keying.
1. Scheduling Responsibility: Preparation of door hardware and keying schedules.
D.
Automatic Operator Supplier Qualifications: Power operator products and accessories are
required to be supplied and installed through current members of the manufacturer's "Power
Operator Preferred Installer" program. Suppliers are to be factory trained, certified, and a direct
purchaser of the specified power operators and be responsible for the installation and
maintenance of the units and accessories indicated for the Project.
E.
Source Limitations: Obtain each type and variety of Door Hardware specified in this Section
from a single source, qualified supplier unless otherwise indicated.
1. Electrified modifications or enhancements made to a source manufacturer's product line
by a secondary or third party source will not be accepted.
2. Provide electromechanical door hardware from the same manufacturer as mechanical
door hardware, unless otherwise indicated.
F.
Regulatory Requirements: Comply with NFPA 70, NFPA 80, NFPA 101 and ANSI A117.1
requirements and guidelines as directed in the model building code including, but not limited to,
the following:
1. NFPA 70 "National Electrical Code", including electrical components, devices, and
accessories listed and labeled as defined in Article 100 by a testing agency acceptable to
authorities having jurisdiction, and marked for intended use.
2. Where indicated to comply with accessibility requirements, comply with Americans with
Disabilities Act (ADA), "Accessibility Guidelines for Buildings and Facilities (ADAAG),"
ANSI A117.1 as follows:
DOOR HARDWARE 08 71 00 - 3
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
a. Handles, Pulls, Latches, Locks, and other Operating Devices: Shape that is easy
to grasp with one hand and does not require tight grasping, tight pinching, or
twisting of the wrist.
b. Door Closers: Comply with the following maximum opening-force requirements
indicated:
1) Interior Hinged Doors: 5 lbf applied perpendicular to door.
2) Fire Doors: Minimum opening force allowable by authorities having
jurisdiction.
c. Thresholds: Not more than 1/2 inch high. Bevel raised thresholds with a slope of
not more than 1:2.
3. NFPA 101: Comply with the following for means of egress doors:
a. Latches, Locks, and Exit Devices: Not more than 15 lbf to release the latch. Locks
shall not require the use of a key, tool, or special knowledge for operation.
b. Thresholds: Not more than 1/2 inch high.
4. Fire-Rated Door Assemblies: Provide door hardware for assemblies complying with
NFPA 80 that are listed and labeled by a testing and inspecting agency acceptable to
authorities having jurisdiction, for fire ratings indicated, based on testing according to
NFPA 252 (neutral pressure at 40" above sill) or UL-10C.
a. Test Pressure: Positive pressure labeling.
G.
Each unit to bear third party permanent label demonstrating compliance with the referenced
standards.
H.
Keying Conference: Conduct conference to comply with requirements in Division 01 Section
"Project Meetings." Keying conference to incorporate the following criteria into the final keying
schedule document and as directed by the ICCSD.
1. Function of building, purpose of each area and degree of security required.
2. Plans for existing and future key system expansion.
3. Requirements for key control storage and software.
4. Installation of permanent keys, cylinder cores and software.
5. Address and requirements for delivery of keys.
6. Verify function of each lock and make corrections are required by the owner.
I.
Pre-Submittal Conference: Conduct coordination conference in compliance with requirements in
Division 01 Section "Project Meetings" with attendance by representatives of Supplier(s),
Installer(s), and Contractor(s) to review proper methods and the procedures for receiving,
handling, and installing door hardware.
1. Prior to installation of door hardware, conduct a project specific training meeting to
instruct the installing contractors' personnel on the proper installation and adjustment of
their respective products. Product training to be attended by installers of door hardware
(including electromechanical hardware) for aluminum, hollow metal and wood doors.
Training will include the use of installation manuals, hardware schedules, templates and
physical product samples as required.
2. Inspect and discuss electrical roughing-in, power supply connections, and other
preparatory work performed by other trades.
3. Review sequence of operation narratives for each unique access controlled opening.
4. Review and finalize construction schedule and verify availability of materials.
DOOR HARDWARE 08 71 00 - 4
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
5. Review the required inspecting, testing, commissioning, and demonstration procedures
J.
At completion of installation, provide written documentation that components were applied to
manufacturer's instructions and recommendations and according to approved schedule.
1.5 DELIVERY, STORAGE, AND HANDLING
A.
Inventory door hardware on receipt and provide secure lock-up and shelving for door hardware
delivered to Project site. Do not store electronic access control hardware, software or
accessories at Project site without prior authorization.
B.
Tag each item or package separately with identification related to the final Door Hardware
Schedule, and include basic installation instructions with each item or package.
C.
Deliver, as applicable, permanent keys, cylinders, cores, access control credentials, software
and related accessories directly to Owner via registered mail or overnight package service.
Instructions for delivery to the Owner shall be established at the "Keying Conference".
1.6 COORDINATION
A.
Templates: Obtain and distribute to the parties involved templates for doors, frames, and other
work specified to be factory prepared for installing standard and electrified hardware. Check
Shop Drawings of other work to confirm that adequate provisions are made for locating and
installing hardware to comply with indicated requirements.
B.
Door Hardware and Electrical Connections: Coordinate the layout and installation of scheduled
electrified door hardware and related access control equipment with required connections to
source power junction boxes, low voltage power supplies, detection and monitoring hardware,
and fire and detection alarm systems.
C.
Door and Frame Preparation: Related Division 08 Sections (Steel, Aluminum and Wood) doors
and corresponding frames are to be prepared, reinforced and pre-wired (if applicable) to receive
the installation of the specified electrified, monitoring, signaling and access control system
hardware without additional in-field modifications.
1.7 WARRANTY
A.
General Warranty: Reference Division 01, General Requirements. Special warranties specified
in this Article shall not deprive Owner of other rights Owner may have under other provisions of
the Contract Documents and shall be in addition to, and run concurrent with, other warranties
made by Contractor under requirements of the Contract Documents.
B.
Warranty Period: Written warranty, executed by manufacturer(s), agreeing to repair or replace
components of standard and electrified door hardware that fails in materials or workmanship
within specified warranty period after final acceptance by the Owner. Failures include, but are
not limited to, the following:
1. Structural failures including excessive deflection, cracking, or breakage.
2. Faulty operation of the hardware.
3. Deterioration of metals, metal finishes, and other materials beyond normal weathering.
4. Electrical component defects and failures within the systems operation.
DOOR HARDWARE 08 71 00 - 5
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
C.
Standard Warranty Period: One year from date of Substantial Completion, unless otherwise
indicated.
D.
Special Warranty Periods:
1. Seven years for heavy duty cylindrical (bored) locks and latches.
2. Five years for exit hardware.
3. Twenty five years for manual surface door closers.
4. Two years for electromechanical door hardware.
1.8 MAINTENANCE SERVICE
A.
Maintenance Tools and Instructions: Furnish a complete set of specialized tools and
maintenance instructions as needed for Owner's continued adjustment, maintenance, and
removal and replacement of door hardware.
B.
Continuing Service: Beginning at Substantial Completion, and running concurrent with the
specified warranty period, provide continuous (6) months full maintenance including repair and
replacement of worn or defective components, lubrication, cleaning, and adjusting as required
for proper door opening operation. Provide parts and supplies as used in the manufacture and
installation of original products.
PART 2 - PRODUCTS
2.1 SCHEDULED DOOR HARDWARE
A.
General: Provide door hardware for each door to comply with requirements in Door Hardware
Sets and each referenced section that products are to be supplied under.
1. Designations: Requirements for quantity, item, size, finish or color, grade, function, and
other distinctive qualities of each type of door hardware are indicated in the Door
Hardware Sets at the end of Part 3. Products are identified by using door hardware
designations, as follows:
a. Named Manufacturer's Products: Product designation and manufacturer are listed
for each door hardware type required for the purpose of establishing
requirements. Manufacturers' names are abbreviated in the Door Hardware
Schedule.
B.
Substitutions: Requests for substitution and product approval for inclusive mechanical and
electromechanical door hardware in compliance with the specifications must be submitted in
writing and in accordance with the procedures and time frames outlined in Division 01,
Substitution Procedures. Approval of requests is at the discretion of the architect, owner, and
their designated consultants.
2.2 HANGING DEVICES
A.
Hinges: ANSI/BHMA A156.1 certified butt hinges with number of hinge knuckles as specified in
the Door Hardware Sets.
1. Quantity: Provide the following hinge quantity, unless otherwise indicated:
a. Two Hinges: For doors with heights up to 60 inches.
DOOR HARDWARE 08 71 00 - 6
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
b. Three Hinges: For doors with heights 61 to 90 inches.
c. Four Hinges: For doors with heights 91 to 120 inches.
d. For doors with heights more than 120 inches, provide 4 hinges, plus 1 hinge for
every 30 inches of door height greater than 120 inches.
2. Hinge Size: Provide the following, unless otherwise indicated, with hinge widths sized for
door thickness and clearances required:
a. Widths up to 3’0”: 4-1/2” standard or heavy weight as specified.
b. Sizes from 3’1” to 4’0”: 5” standard or heavy weight as specified.
3. Hinge Weight and Base Material: Unless otherwise indicated, provide the following:
a. Exterior Doors: Heavy weight, non-ferrous, ball bearing or oil impregnated bearing
hinges unless Hardware Sets indicate standard weight.
b. Interior Doors: Standard weight, steel, ball bearing or oil impregnated bearing
hinges unless Hardware Sets indicate heavy weight.
4. Hinge Options: Comply with the following where indicated in the Hardware Sets or on
Drawings:
a. Non-removable Pins: Provide set screw in hinge barrel that, when tightened into a
groove in hinge pin, prevents removal of pin while door is closed; for the
following applications:
1) Out-swinging exterior doors.
2) Out-swinging access controlled doors.
3) Out-swinging lockable doors.
5. Acceptable Manufacturers:
a. McKinney Products (MK).
b. Stanley Hardware (ST).
c. Ives (IV).
B.
Continuous Geared Hinges: ANSI/BHMA A156.26 certified continuous geared hinge with
minimum 0.120-inch thick extruded 6060 T6 aluminum alloy hinge leaves and a minimum
overall width of 4 inches. Hinges are non-handed, reversible and fabricated to template screw
locations. Provide concealed flush mount (with or without inset), full surface, or half surface, in
standard and heavy duty models, as specified in the Hardware Sets. Concealed continuous
hinges to be U.L. listed for use on up to and including 90 minute rated door installations and
U.L. listed for windstorm components where applicable. Factory cut hinges for door size and
provide with removable service power transfer panel where indicated at electrified openings.
1. Acceptable Manufacturers:
a. McKinney Products (MK).
b. Pemko Manufacturing (PE).
c. Ives (IV).
2.3 POWER TRANSFER DEVICES
A.
Concealed Quick Connect Electric Power Transfers: Provide concealed wiring pathway housing
mortised into the door and frame for low voltage electrified door hardware. Furnish with Molex™
standardized plug connectors and sufficient number of concealed wires (up to 12) to
accommodate the electrified functions specified in the Door Hardware Sets. Connectors plug
DOOR HARDWARE 08 71 00 - 7
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
directly to through-door wiring harnesses for connection to electric locking devices and power
supplies. Wire nut connections are not acceptable.
1. Acceptable Manufacturers:
a. McKinney (MK) - EL-EPT.
b. Securitron (SU) - EL-CEPT Series.
c. Von Duprin (VD) - EPT-10 Series.
B.
Electric Door Hardware Cords: Provide electric transfer wiring harnesses with standardized plug
connectors to accommodate up to twelve (12) wires. Connectors plug directly to through-door
wiring harnesses for connection to electric locking devices and power supplies. Provide
sufficient number of concealed wires to accommodate electric function of specified hardware.
Provide a connector for through-door electronic locking devices and from hinge to junction box
above the opening. Wire nut connections are not acceptable. Determine the length required for
each electrified hardware component for the door type, size and construction, minimum of two
per electrified opening.
1. Acceptable Manufacturers:
a. McKinney Products (MK) – QC-C Series.
Provide one each of the following tools as part of the base bid contract:
a. McKinney Products (MK) - Electrical Connecting Kit: QC-R001.
b. McKinney Products (MK) - Connector Hand Tool: QC-R003.
2.4 DOOR OPERATING TRIM
A.
Flush Bolts and Surface Bolts: ANSI/BHMA A156.3 and A156.16, Grade 1, certified automatic,
self-latching, and manual flush bolts and surface bolts. Manual flush bolts to be furnished with
top rod of sufficient length to allow bolt location approximately six feet from the floor. Furnish
dust proof strikes for bottom bolts. Surface bolts to be minimum 8” in length and U.L. listed for
labeled fire doors and U.L. listed for windstorm components where applicable. Provide related
accessories (mounting brackets, strikes, coordinators, etc.) as required for appropriate
installation and operation.
1. Acceptable Manufacturers:
a. Ives (IV).
b. Rockwood Manufacturing (RO).
c. Trimco (TC).
B.
Coordinators: ANSI/BHMA A156.3 certified door coordinators consisting of active-leaf, hold-
open lever and inactive-leaf release trigger. Coordinators fabricated from steel with nylon-
coated strike plates and built-in adjustable safety release.
1. Acceptable Manufacturers:
a. Ives (IV).
b. Rockwood Manufacturing (RO).
c. Trimco (TC).
C.
Door Push Plates and Pulls: ANS/BHMA A156.6 certified door pushes and pulls of type and
design specified below or in the Hardware Sets. Coordinate and provide proper width and
height as required where conflicting hardware dictates.
DOOR HARDWARE 08 71 00 - 8
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
1. Push/Pull Plates: Minimum .050 inch thick, size as indicated in hardware sets, with
beveled edges, secured with exposed screws unless otherwise indicated.
2. Door Pull and Push Bar Design: Size, shape, and material as indicated in the hardware
sets. Minimum clearance of 2 1/2-inches from face of door unless otherwise indicated.
3. Offset Pull Design: Size, shape, and material as indicated in the hardware sets. Minimum
clearance of 2 1/2-inches from face of door and offset of 90 degrees unless otherwise
indicated.
4. Fasteners: Provide manufacturer's designated fastener type as indicated in Hardware
Sets.
a. Acceptable Manufacturers:
1) Ives (IV).
2) Rockwood Manufacturing (RO).
3) Trimco (TC).
D.
Flush Cup Operable Ring Pull: Where specified in hardware sets, provide operable flush cup
ring pull in lieu of manufacturer’s lever on the key / secure side only. Interior side – free egress
side, provide lock manufacturer’s lever as specified. Coordinate and provide flush cup ring pulls
with proper spindle size, orientation, mounting requirements with lock manufacturer, etc.
Provide proper, modified lock to accommodate flush cup ring pull. Provide lock with proper
hardware to accept flush cup pull. Field modifications will not be accepted.
a. Acceptable Manufacturers:
1) Trimco (TC) - 1068 series.
2.5 CYLINDERS AND KEYING
E.
General: Cylinder manufacturer to have minimum (10) years experience designing secured
master key systems and have on record a published security keying system policy.
F.
Source Limitations: Obtain each type of keyed cylinder and keys from the same source
manufacturer as locksets and exit devices, unless otherwise indicated.
1. Acceptable Manufacturers:
a. Schlage (SC).
b. Yale Locks and Hardware (YA).
c. No Substitution – Facility Standard.
G.
Cylinders: Original manufacturer cylinders complying with the following:
1. Mortise Type: Threaded cylinders with rings and straight- or clover-type cam.
2. Rim Type: Cylinders with back plate, flat-type vertical or horizontal tailpiece, and raised
trim ring.
3. Bored-Lock Type: Cylinders with tailpieces to suit locks.
4. Mortise and rim cylinder collars to be solid and recessed to allow the cylinder face to be
flush and be free spinning with matching finishes.
5. Keyway: Match Facility Standard: Yale “GB” Keyway or Schlage “F” keyway.
H.
Permanent Cores: Manufacturer's standard interchangeable core; finish face to match lockset;
complying with the following:
1. Interchangeable Cores: All locks, cylinders, padlocks, etc. to be supplied with core insert,
removable by use of a special key.
DOOR HARDWARE 08 71 00 - 9
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
I.
Keying System: Each type of lock and cylinders to be factory keyed. Conduct specified "Keying
Conference" to define and document keying system instructions and requirements. Furnish
factory cut, nickel-silver large bow permanently inscribed with a visual key control number as
directed by Owner and ICCSD. Incorporate decisions made in keying conference, and as
follows:
1. Master Key System: Cylinders are operated by a change key and a master key.
2. Grand Master Key System: Cylinders are operated by a change key, a master key, and a
grand master key.
3. Great-Grand Master Key System: Cylinders are operated by a change key, a master key,
a grand master key, and a great-grand master key.
4. Existing System: Master key or grand master key locks to Owner's existing system.
5. Keyed Alike: Key all cylinders to same change key.
J.
Key Quantity: Provide the following minimum number of keys:
1. Top Master Key: One (1)
2. Change Keys per Cylinder: Two (2)
3. Master Keys (per Master Key Group): Two (2)
4. Grand Master Keys (per Grand Master Key Group): Two (2)
5. Construction Keys (where required): Ten (10)
6. Construction Control Keys (where required): Two (2)
7. Permanent Control Keys (where required): Two (2)
K.
Construction Keying: Provide construction master keyed cylinders or temporary keyed
construction cores where specified. Provide construction master keys in quantity as required by
project Contractor. Replace construction cores with permanent cores. Furnish permanent cores
for installation as directed under specified "Keying Conference".
L.
Key Registration List: Provide keying transcript list to Owner's representative in the proper
format for importing into key control software.
M.
Key Control Cabinet: Provide a key control system including envelopes, labels, and tags with
self-locking key clips, receipt forms, 3-way visible card index, temporary markers, permanent
markers, and standard metal cabinet. Key control cabinet shall have expansion capacity of
150% of the number of locks required for the project.
1. Acceptable Manufacturers:
a. Lund Equipment (LU).
b. MMF Industries (MM).
c. Telkee (TK).
2.5 MECHANICAL LOCKS AND LATCHING DEVICES
A.
Cylindrical Locksets, Grade 1 (Heavy Duty): ANSI/BHMA A156.2, Series 4000, Grade 1 certified
cylindrical (bored) locksets furnished in the functions as specified in the Hardware Sets. Lock
chassis fabricated of heavy gauge steel, zinc dichromate plated, with through-bolted application.
Furnish with solid cast levers, standard 2 3/4” backset, and 1/2" (3/4" at rated paired openings)
throw brass or stainless steel latchbolt. Locks are to be non-handed and fully field reversible.
1. Acceptable Manufacturers:
a. Schlage (SC) – ND Series.
DOOR HARDWARE 08 71 00 - 10
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
b. Yale Locks and Hardware (YA) 5400LN Series.
c. No Substitution – Facility Standard.
B.
Lock Trim Design:
a. Yale (YA) – Pacific Beach
b. Schlage (SC) - Sparta
2.6 ELECTROMECHANICAL LOCKING DEVICES
A.
Electromechanical Mortise Locksets, Grade 1 (Heavy Duty): Subject to same compliance
standards and requirements as mechanical mortise locksets, electrified locksets to be of type
and design as specified below.
1. Electrified Lock Options: Where indicated in the Hardware Sets, provide electrified
options including: outside door lock/unlock trim control, latchbolt and lock/unlock status
monitoring, and request-to-exit signaling. Unless otherwise indicated, provide electrified
locksets standard as fail secure.
2. Acceptable Manufacturers:
a. Schlage (SC) - L9000 EL/EU/RX Series.
b. Yale Locks and Hardware (YA) - 8890 Series.
c. No Substitution – Facility Standard.
2.7 AUXILIARY LOCKS
A.
Mortise Deadlocks, Small Case: ANSI/BHMA A156.5, Grade 1, certified small case mortise type
deadlocks constructed of heavy gauge wrought corrosion resistant steel. Steel or stainless steel
bolts with a 1" throw and hardened steel roller pins. Deadlocks to be products of the same
source manufacturer and keyway as other specified locksets.
1. Acceptable Manufacturers:
a. Schlage (SC) - L460 Series.
b. Yale Locks and Hardware (YA) - 350 Series.
c. No Substitution – Facility Standard.
B.
Padlocks: Provide padlocks of Extra-Heavy duty brass casting, clear coat finish. Shackle to be
hardened steel, triple-plated for rust resistance, chrome finish. Provide with interchangeable
core cylinder, master keyed into the owner’s keying system as directed. Provide (six) change
keys per padlock.
1. Acceptable Manufacturers:
a. Yale (YA) – 870 series.
b. Schlage (SC) – KS43 series.
2.8 LOCK AND LATCH STRIKES
A.
Strikes: Provide manufacturer's standard strike with strike box for each latch or lock bolt, with
curved lip extended to protect frame, finished to match door hardware set, unless otherwise
indicated, and as follows:
DOOR HARDWARE 08 71 00 - 11
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
1. Flat-Lip Strikes: For locks with three-piece antifriction latchbolts, as recommended by
manufacturer.
2. Extra-Long-Lip Strikes: For locks used on frames with applied wood casing trim.
3. Aluminum-Frame Strike Box: Provide manufacturer's special strike box fabricated for
aluminum framing.
B.
Standards: Comply with the following:
1. Strikes for Mortise Locks and Latches: BHMA A156.13.
2. Strikes for Bored Locks and Latches: BHMA A156.2.
3. Strikes for Auxiliary Deadlocks: BHMA A156.5.
4. Dustproof Strikes: BHMA A156.16.
2.9 CONVENTIONAL EXIT DEVICES
A.
General Requirements: All exit devices specified herein shall meet or exceed the following
criteria:
1. At doors not requiring a fire rating, provide devices complying with NFPA 101 and listed
and labeled for "Panic Hardware" according to UL305. Provide proper fasteners as
required by manufacturer including sex nuts and bolts at openings specified in the
Hardware Sets.
2. Where exit devices are required on fire rated doors, provide devices complying with
NFPA 80 and with UL labeling indicating "Fire Exit Hardware". Provide devices with the
proper fasteners for installation as tested and listed by UL. Consult manufacturer’s
catalog and template book for specific requirements.
a. Fire Exit Removable Mullions: Provide keyed removable mullions for use with fire
exit devices complying with NFPA 80 that are listed and labeled by a testing and
inspecting agency acceptable to authorities having jurisdiction, for fire and panic
protection, based on testing according to UL 305 and NFPA 252. Mullions to be
used only with exit devices for which they have been tested.
3. Except on fire rated doors, provide exit devices with interchangeable, cylinder dogging
device to hold the pushbar and latch in a retracted position.
4. Devices must fit flat against the door face with no gap that permits unauthorized dogging
of the push bar. The addition of filler strips is not acceptable except in any case where
the door light extends behind the device as in a full glass configuration.
5. Flush End Caps: Provide heavy weight impact resistant flush end caps made of
architectural metal in the same finish as the devices as in the Hardware Sets. Plastic end
caps will not be acceptable.
6. Lever Operating Trim: Where exit devices require lever trim, furnish manufacturer's heavy
duty trim with cold forged escutcheons, beveled edges, and four threaded studs for thru-
bolts.
a. Lock Trim Design: As indicated in Hardware Sets, provide finishes and designs to
match that of the specified locksets. Provided free-wheeling type trim where
indicated.
b. Where function of exit device requires a cylinder, provide an interchangeable core
type keyed cylinder (Rim or Mortise) as specified in Hardware Sets.
7. Vertical Rod Exit Devices: Provide and install interior surface and concealed vertical rod
exit devices as Less Bottom Rod (LBR) unless otherwise indicated.
8. Narrow Stile Applications: At doors constructed with narrow stiles, or as specified in
Hardware Sets, provide devices designed for maximum 2” wide stiles.
DOOR HARDWARE 08 71 00 - 12
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
9. Dummy Push Bar: Nonfunctioning push bar matching functional push bar.
10. Rail Sizing: Provide exit device rails factory sized for proper door width application.
11. Through Bolt Installation: For exit devices and trim as indicated in Door Hardware Sets.
B.
Conventional Push Rail Exit Devices (Heavy Duty): ANSI/BHMA A156.3, Grade 1 certified panic
and fire exit hardware devices furnished in the functions specified in the Hardware Sets.
Mounting rails to be formed from smooth stainless steel, brass or bronze architectural materials
no less than 0.072" thick, with push rails a minimum of 0.062" thickness. Painted or aluminum
metal rails are not acceptable. Exit device latch to be investment cast stainless steel, pullman
type, with deadlock feature.
1. Acceptable Manufacturers:
a. Von Duprin (VD) - 35A/98 XP Series.
b. Yale Locks and Hardware (YA) - 7000 Series.
c. No Substitution – Facility Standard.
C.
Tube Steel Removable Mullions: ANSI/BHMA A156.3 removable steel mullions with malleable-
iron top and bottom retainers and a primed paint finish. Provide keyed removable feature,
stabilizers, and mounting brackets as specified in the Hardware Sets. At openings designed for
severe wind load conditions due to hurricanes or tornadoes, provide manufacturers approved
mullion and accessories to meet applicable state and local windstorm codes.
1. Acceptable Manufacturers:
a. Von Duprin (VD) - 9954 Series.
b. Yale Locks and Hardware (YA) - M200 Series.
2.10 ELECTROMECHANICAL CONVENTIONAL EXIT DEVICES
A.
Electrified Conventional Push Rail Devices (Heavy Duty): Subject to same compliance
standards and requirements as mechanical exit devices, electrified devices to be of type and
design as specified below.
1. Acceptable Manufacturers:
a. Von Duprin (VD) - 35A/98/99 Series.
b. Yale Locks and Hardware (YA) - 7000 Series.
c. No Substitution – Facility Standard.
B.
Electrified Options: As indicated in hardware sets, provide electrified exit device options
including: electric latch retraction , electric dogging, outside door trim control, exit alarm,
delayed egress, latchbolt monitoring, lock/unlock status monitoring, touchbar monitoring and
request-to-exit signaling. Provide Molex connectors on all electrified devices. Unless otherwise
indicated, provide electrified exit devices standard as fail secure.
2.11 DOOR CLOSERS
A.
All door closers specified herein shall meet or exceed the following criteria:
1. General: Door closers to be from one manufacturer, matching in design and style, with
the same type door preparations and templates regardless of application or spring size.
Closers to be non-handed with full sized covers including installation and adjusting
information on inside of cover.
2. Standards: Closers to comply with UL-10C and UBC 7-2 for Positive Pressure Fire Test
and be U.L. listed for use of fire rated doors.
DOOR HARDWARE 08 71 00 - 13
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
3. Cycle Testing: Provide closers which have surpassed 15 million cycles in a test
witnessed and verified by UL.
4. Size of Units: Comply with manufacturer's written recommendations for sizing of door
closers depending on size of door, exposure to weather, and anticipated frequency of
use. Where closers are indicated for doors required to be accessible to the physically
handicapped, provide units complying with ANSI ICC/A117.1.
5. Closer Arms: Provide heavy duty, forged steel closer arms unless otherwise indicated in
Hardware Sets.
a. Where closers are indicated to have mechanical dead-stop, provide heavy duty
arms and brackets with an integral positive stop.
b. Where closers are indicated to have mechanical hold open, provide heavy duty
units with an additional built-in mechanical holder assembly designed to hold
open against normal wind and traffic conditions. Holder to be manually
selectable to on-off position.
c. Where closers are indicated to have a cushion-type stop, provide heavy duty arms
and brackets with spring stop mechanism to cushion door when opened to
maximum degree.
d. Closers shall not be installed on exterior or corridor side of doors; where possible
install closers on door for optimum aesthetics. Provide drop plates or other
accessories as required for proper mounting.
6. Closer Accessories: Provide door closer accessories including custom templates, special
mounting brackets, spacers and drop plates, and through-bolt or security type fasteners
as specified in the door Hardware Sets.
B.
Door Closers, Surface Mounted (Heavy Duty): ANSI/BHMA A156.4, Grade 1 surface mounted,
heavy duty door closers with complete spring power adjustment, sizes 1 thru 6; and fully
operational adjustable according to door size, frequency of use, and opening force. Closers to
be rack and pinion type, one piece cast iron or aluminum alloy body construction, with
adjustable backcheck and separate non-critical valves for closing sweep and latch speed
control. Provide non-handed units standard.
1. Acceptable Manufacturers:
a. LCN Closers (LC) - 4040XP Series.
b. Norton Door Controls (NO) - 7500 Series.
c. Yale Locks and Hardware (YA) - 4400 Series.
d. No Substitution – Facility Standard.
C.
Door Closers, Surface Mounted (Unitrol): ANSI/BHMA 156.4, Grade 1 certified surface
mounted, heavy duty door closers with complete spring power adjustment, sizes 1 thru 6; and
fully operational adjustable according to door size, frequency of use, and opening force. Unitrol
arms to have door stop mechanism to absorb dead stop shock on arm and top hinge. Hold-
open arms to have a spring loaded mechanism in addition to shock absorber assembly. Arms to
be provided with rigid steel main arm and secondary arm lengths proportional to the door width.
1. Acceptable Manufacturers:
a. Norton Door Controls (NO) - Unitrol 7500 Series.
b. Yale Locks and Hardware (YA) - Unitrol 4400 Series.
c. LCN Closers (LC) – 4040XP Series x Rixson 9 Series Overhead Stop/Holder.
d. No Substitution – Facility Standard.
DOOR HARDWARE 08 71 00 - 14
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
2.12 ARCHITECTURAL TRIM
A.
Door Protective Trim
1. General: Door protective trim units to be of type and design as specified below or in the
Hardware Sets.
2. Size: Fabricate protection plates (kick, armor, or mop) not more than 2" less than door
width (LDW) on stop side of single doors and 1” LDW on stop side of pairs of doors, and
not more than 1" less than door width on pull side. Coordinate and provide proper width
and height as required where conflicting hardware dictates. Height to be as specified in
the Hardware Sets.
3. Metal Protection Plates: ANSI/BHMA A156.6 certified metal protection plates (kick,
armor, or mop), beveled on four edges (B4E), fabricated from the following:
4. Fasteners: Provide manufacturer's designated fastener type as specified in the Hardware
Sets.
5. Metal Door Edging: Door protection edging fabricated from a minimum .050-inch thick
metal sheet, formed into an angle or "U" cap shapes, surface or mortised mounted onto
edge of door. Provide appropriate leg overlap to account for protection plates as required.
Height to be as specified in the Hardware Sets.
6. Acceptable Manufacturers:
a. Ives (IV).
b. Rockwood Manufacturing (RO).
c. Trimco (TC).
2.13 DOOR STOPS AND HOLDERS
A.
General: Door stops and holders to be of type and design as specified below or in the Hardware
Sets.
B.
Door Stops and Bumpers: ANSI/BHMA A156.16, Grade 1 certified door stops and wall
bumpers. Provide wall bumpers, either convex or concave types with anchorage as indicated,
unless floor or other types of door stops are specified in Hardware Sets. Do not mount floor
stops where they will impede traffic. Where floor or wall bumpers are not appropriate, provide
overhead type stops and holders.
1. Acceptable Manufacturers:
a. Ives (IV).
b. Rockwood Manufacturing (RO).
c. Trimco (TC).
C.
Overhead Door Stops and Holders: ANSI/BHMA A156.6, Grade 1 certified overhead stops and
holders to be surface or concealed types as indicated in Hardware Sets. Track, slide, arm and
jamb bracket to be constructed of extruded bronze and shock absorber spring of heavy
tempered steel. Provide non-handed design with mounting brackets as required for proper
operation and function.
1. Acceptable Manufacturers:
a. Rixson Door Controls (RF).
b. Rockwood Manufacturing (RO).
DOOR HARDWARE 08 71 00 - 15
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
c. Sargent Manufacturing (SA).
2.14 ARCHITECTURAL SEALS
A.
General: Thresholds, weatherstripping, and gasket seals to be of type and design as specified
below or in the Hardware Sets. Provide continuous weatherstrip gasketing on exterior doors and
provide smoke, light, or sound gasketing on interior doors where indicated. At exterior
applications provide non-corrosive fasteners and elsewhere where indicated.
B.
Smoke Labeled Gasketing: Assemblies complying with NFPA 105 that are listed and labeled by
a testing and inspecting agency acceptable to authorities having jurisdiction, for smoke control
ratings indicated, based on testing according to UL 1784.
1. Provide smoke labeled perimeter gasketing at all smoke labeled openings.
C.
Fire Labeled Gasketing: Assemblies complying with NFPA 80 that are listed and labeled by a
testing and inspecting agency acceptable to authorities having jurisdiction, for fire ratings
indicated, based on testing according to UL-10C.
1. Provide intumescent seals as indicated to meet UL10C Standard for Positive Pressure
Fire Tests of Door Assemblies, and UBC 7-2, Fire Tests of Door Assemblies.
D.
Sound-Rated Gasketing: Assemblies that are listed and labeled by a testing and inspecting
agency, for sound ratings indicated, based on testing according to ASTM E 1408.
E.
Replaceable Seal Strips: Provide only those units where resilient or flexible seal strips are easily
replaceable and readily available from stocks maintained by manufacturer.
F.
Acceptable Manufacturers:
1. Pemko Manufacturing (PE).
2. Reese Enterprises, Inc. (RS).
3. Zero International (ZE).
2.15 ELECTRONIC ACCESSORIES
A.
Power Supplies: Provide Nationally Recognized Testing Laboratory Listed 12VDC or 24VDC
(field selectable) filtered and regulated power supplies. Include battery backup option with
integral battery charging capability in addition to operating the DC load in event of line voltage
failure. Provide the least number of units, at the appropriate amperage level, sufficient to
exceed the required total draw for the specified electrified hardware and access control
equipment.
1. Acceptable Manufacturers:
a. Von Duprin (VO) - PS.
b. Yale Locks and Hardware (YA) 782.
DOOR HARDWARE 08 71 00 - 16
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
2.16 FABRICATION
A.
Fasteners: Provide door hardware manufactured to comply with published templates generally
prepared for machine, wood, and sheet metal screws. Provide screws according to
manufacturers recognized installation standards for application intended.
2.17 FINISHES
A.
Standard: Designations used in the Hardware Sets and elsewhere indicate hardware finishes
complying with ANSI/BHMA A156.18, including coordination with traditional U.S. finishes
indicated by certain manufacturers for their products.
B.
Provide quality of finish, including thickness of plating or coating (if any), composition, hardness,
and other qualities complying with manufacturer's standards, but in no case less than specified
by referenced standards for the applicable units of hardware.
C.
Protect mechanical finishes on exposed surfaces from damage by applying a strippable,
temporary protective covering before shipping.
PART 3 - EXECUTION
3.1 EXAMINATION
A.
Examine scheduled openings, with Installer present, for compliance with requirements for
installation tolerances, labeled fire door assembly construction, wall and floor construction, and
other conditions affecting performance.
B.
Notify architect of any discrepancies or conflicts between the door schedule, door types,
drawings and scheduled hardware. Proceed only after such discrepancies or conflicts have
been resolved in writing.
3.2 PREPARATION
A.
Hollow Metal Doors and Frames: Comply with ANSI/DHI A115 series.
B.
Wood Doors: Comply with ANSI/DHI A115-W series.
3.3 INSTALLATION
A.
Install each item of mechanical and electromechanical hardware and access control equipment
to comply with manufacturer's written instructions and according to specifications.
1. Installers are to be trained and certified by the manufacturer on the proper installation
and adjustment of fire, life safety, and security products including: hanging devices;
locking devices; closing devices; and seals.
B.
Mounting Heights: Mount door hardware units at heights indicated in following applicable
publications, unless specifically indicated or required to comply with governing regulations:
1. Standard Steel Doors and Frames: DHI's "Recommended Locations for Architectural
Hardware for Standard Steel Doors and Frames."
DOOR HARDWARE 08 71 00 - 17
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
2. Wood Doors: DHI WDHS.3, "Recommended Locations for Architectural Hardware for
Wood Flush Doors."
3. Where indicated to comply with accessibility requirements, comply with ANSI A117.1
"Accessibility Guidelines for Buildings and Facilities."
4. Provide blocking in drywall partitions where wall stops or other wall mounted hardware is
located.
C.
Power Operator products and accessories are required to be installed through current members
of the manufacturer's "Power Operator Preferred Installer" program.
D.
Retrofitting: Install door hardware to comply with manufacturer's published templates and
written instructions. Where cutting and fitting are required to install door hardware onto or into
surfaces that are later to be painted or finished in another way, coordinate removal, storage,
and reinstallation of surface protective trim units with finishing work specified in Division 9
Sections. Do not install surface-mounted items until finishes have been completed on
substrates involved.
E.
Thresholds: Set thresholds for exterior and acoustical doors in full bed of sealant complying with
requirements specified in Division 7 Section "Joint Sealants."
F.
Storage: Provide a secure lock up for hardware delivered to the project but not yet installed.
Control the handling and installation of hardware items so that the completion of the work will
not be delayed by hardware losses before and after installation.
3.4 FIELD QUALITY CONTROL
A.
Field Inspection: Supplier will perform a final inspection of installed door hardware and state in
report whether work complies with or deviates from requirements, including whether door
hardware is properly installed, operating and adjusted.
3.5 ADJUSTING
A.
Initial Adjustment: Adjust and check each operating item of door hardware and each door to
ensure proper operation or function of every unit. Replace units that cannot be adjusted to
operate as intended. Adjust door control devices to compensate for final operation of heating
and ventilating equipment and to comply with referenced accessibility requirements.
3.6 CLEANING AND PROTECTION
A.
Protect all hardware stored on construction site in a covered and dry place. Protect exposed
hardware installed on doors during the construction phase. Install any and all hardware at the
latest possible time frame.
B.
Clean adjacent surfaces soiled by door hardware installation.
C.
Clean operating items as necessary to restore proper finish. and provide final protection and
maintain conditions that ensure door hardware is without damage or deterioration at time of
owner occupancy.
DOOR HARDWARE 08 71 00 - 18
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
3.7 DEMONSTRATION
A.
Instruct Owner's maintenance personnel to adjust, operate, and maintain mechanical and
electromechanical door hardware.
3.8 DOOR HARDWARE SCHEDULE
A.
The hardware sets represent the design intent and direction of the owner and architect. They
are a guideline only and should not be considered a detailed hardware schedule.
Discrepancies, conflicting hardware and missing items should be brought to the attention of the
architect with corrections made prior to the bidding process. Omitted items not included in a
hardware set should be scheduled with the appropriate additional hardware required for proper
application and functionality.
B.
Manufacturer’s Abbreviations:
1. MK - McKinney
2. RO - Rockwood
3. YA - Yale
4. RF - Rixson
5. NO - Norton
6. PE - Pemko
7. SU - Securitron
8. TC - Trimco
DOOR HARDWARE 08 71 00 - 19
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Hardware Schedule
Set: 1.0
Doors: 01, 06
2 Continuous Hinge MCK-12HD EPT CL MK
1 Keyed Removable Mullion KRM200 600 YA
1 Exit Device (rim, nightlatch) 7150 B P S 121NL 630 YA
1 Exit Device (rim, exit only) 7150 B P S (EL, Monitor) 630 YA
1 Mortise Cylinder I/C Core As Required 626 YA
1 Rim Cylinder I/C Core As Required 626 YA
2 Pull RM201 Mtg-Type 12XHD US32D RO
2 Concealed Overhead Stop 1-X36 630 RF
1 Door Closer PR7500 7788 6891 689 NO
1 Door Automatic Operator 6060 689 NO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
1 Mullion Gasketing 5110BL PE
2 Sweep 315CN TKSP8 PE
2 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
2 ElectroLynx Harness MK
Supply)
2 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
1 Door Switch 501 NO
1 Door Switch (vestibule) 504 NO
1 Power Supply / Controller 782 YA
Notes: Doors normally closed, latched and secure.
Free egress at all times.
Entry by card reader, automatic operator or key override.
Vestibule actuator switch is two switches mounted in one, 2-gang electrical box.
Both doors provided with latch retraction, request to exit switch and latch bolt monitor.
Exit device to have no manual dogging feature.
Card reader and door position switch by security contractor.
Weather stripping by aluminum door supplier.
DOOR HARDWARE 08 71 00 - 20
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 2.0
Doors: 02, 11, 12, 13
2 Continuous Hinge MCK-12HD EPT CL MK
1 Keyed Removable Mullion KRM200 600 YA
2 Exit Device (rim, exit only) 7150 B S (Monitor Only) 630 YA
1 Mortise Cylinder I/C Core As Required 626 YA
2 Concealed Overhead Stop 1-X36 630 RF
2 Door Closer PR7500 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
2 Gasketing 316APK TKSP8 PE
1 Mullion Gasketing 5110BL PE
2 Sweep 315CN TKSP8 PE
1 Astragal (2-piece) 305CN TKSP8 PE
2 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
2 ElectroLynx Harness MK
Supply)
2 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
Notes: Doors normally closed, latched and secure. No exterior trim.
Free egress at all times.
Both door to have request to exit switch and latch bolt monitor.
Exit devices to have no manual dogging feature.
Door position switch and power supply by security contractor.
Set: 3.0
Doors: 03
1 Continuous Hinge MCK-12HD EPT CL MK
1 Exit Device (rim, exit only) 7150 B S (Monitor Only) 630 YA
1 Door Closer UNI7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
1 Gasketing 316APK TKSP8 PE
1 Sweep 315CN TKSP8 PE
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
1 ElectroLynx Harness MK
Supply)
1 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
Notes: No exterior trim, free egress at all times. Exit device to have no dogging feature.
DOOR HARDWARE 08 71 00 - 21
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Door provided with request to exit switch and latch bolt monitor.
Door position switch by security contractor.
Set: 4.0
Doors: 04
2 Continuous Hinge MCK-12HD EPT CL MK
1 Keyed Removable Mullion KRM200 600 YA
1 Exit Device (rim, exit only) 7150 B P S (EL, Monitor) 630 YA
1 Exit Device (rim, exit only) 7150 B S (Monitor Only) 630 YA
1 Mortise Cylinder I/C Core As Required 626 YA
1 Pull RM201 Mtg-Type 12XHD US32D RO
2 Concealed Overhead Stop 1-X36 630 RF
2 Door Closer PR7500 689 NO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
1 Mullion Gasketing 5110BL PE
2 Sweep 315CN TKSP8 PE
2 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
2 ElectroLynx Harness MK
Supply)
2 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
1 Power Supply / Controller 782 YA
Notes: Doors normally closed, latched and secure.
Free egress at all times. Exit device to have no dogging feature.
Entry by card reader, electric latch retraction on active leaf.
Botch doors provided with request to exit switch and latch bolt monitor.
Card reader and door position switch by security contractor.
Set: 4.5
Doors: 05
2 Continuous Hinge MCK-12HD EPT CL MK
1 Keyed Removable Mullion KRM200 600 YA
1 Exit Device (rim, exit only) 7150 B P S (EL, Monitor) 630 YA
1 Exit Device (rim, exit only) 7150 B S (Monitor Only) 630 YA
1 Mortise Cylinder I/C Core As Required 626 YA
1 Pull RM201 Mtg-Type 12XHD US32D RO
2 Concealed Overhead Stop 1-X36 630 RF
2 Door Closer PR7500 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
DOOR HARDWARE 08 71 00 - 22
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
2 Gasketing 316APK TKSP8 PE
1 Mullion Gasketing 5110BL PE
2 Sweep 315CN TKSP8 PE
1 Astragal (2-piece) 305CN TKSP8 PE
2 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
2 ElectroLynx Harness MK
Supply)
2 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
1 Power Supply / Controller 782 YA
Notes: Doors normally closed, latched and secure.
Free egress at all times. Exit device to have no dogging feature.
Entry by card reader, electric latch retraction on active leaf.
Botch doors provided with request to exit switch and latch bolt monitor.
Card reader and door position switch by security contractor.
Set: 5.0
Doors: 08
1 Continuous Hinge MCK-12HD EPT CL MK
1 Electric Exit Device (rim, fail secure) 7150 EX SM B S AU691F 630 YA
1 Rim Cylinder I/C Core As Required 626 YA
1 Concealed Overhead Stop 1-X36 630 RF
1 Door Closer PR7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
1 Gasketing 316APK TKSP8 PE
1 Sweep 315CN TKSP8 PE
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
1 ElectroLynx Harness MK
Supply)
QC-CxxxP (Door - EPT to Electrified
1 ElectroLynx Harness MK
Lock)
1 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
Notes: Door normally closed, latched and secure.
Free egress at all times. Exit device to have no dogging feature.
Entry by card reader, unlocks outside lever trim.
Doors provided with request to exit switch and latch bolt monitor.
Card reader, power supply and door position switch by security contractor.
DOOR HARDWARE 08 71 00 - 23
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 5.5
Doors: 07
1 Continuous Hinge MCK-12HD EPT CL MK
1 Exit Device (rim, exit only) 7150 B S (Monitor Only) 630 YA
1 Door Closer UNI7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
1 Gasketing 316APK TKSP8 PE
1 Sweep 315CN TKSP8 PE
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
1 ElectroLynx Harness MK
Supply)
1 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
Notes: No exterior trim, free egress at all times. Exit device to have no dogging feature.
Door provided with request to exit switch and latch bolt monitor.
Door position switch by security contractor.
Set: 6.0
Doors: 09
1 Continuous Hinge MCK-12HD EPT CL MK
1 Exit Device (rim, storeroom) 7150 B S PB627F 1193 x 6-Pin 630 YA
1 Door Closer UNI7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
1 Gasketing 316APK TKSP8 PE
1 Sweep 315CN TKSP8 PE
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
1 ElectroLynx Harness MK
Supply)
1 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
Notes: Entry by key override, retracts latch bolt. Exit device to have no dogging feature.
Free egress at all times. Lock provided with request to exit switch and latch bolt monitor switch.
Door position switch by security contractor.
DOOR HARDWARE 08 71 00 - 24
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 6.5
Doors: 10
1 Continuous Hinge MCK-12HD EPT CL MK
1 Electrified Mortise Lock AUR 8891FL 2196 LBM REX 626 YA
1 Door Closer UNI7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
1 Gasketing 316APK TKSP8 PE
1 Sweep 315CN TKSP8 PE
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
1 ElectroLynx Harness MK
Supply)
QC-CxxxP (Door - EPT to Electrified
1 ElectroLynx Harness MK
Lock)
Notes: Entry by card reader, unlocks exterior trim.
Free egress at all times. Lock provided with request to exit switch and latch bolt monitor switch.
Door position switch and power supply by security contractor.
Set: 7.0
Doors: 14
1 Continuous Hinge MCK-12HD EPT CL MK
1 Mortise Lock (storeroom) AUR 8805FL 2196 LBM REX 626 YA
1 Door Closer UNI7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Threshold 253x3AFG PE
1 Rain Guard 346C TKSP8 PE
1 Gasketing 316APK TKSP8 PE
1 Sweep 315CN TKSP8 PE
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
1 ElectroLynx Harness MK
Supply)
QC-CxxxP (Door - EPT to Electrified
1 ElectroLynx Harness MK
Lock)
Notes: Key side to be mechanical side. Exterior to have free entry from roof.
Lock provided with request to exit switch and latch bolt monitor switch.
Door position switch by security contractor.
DOOR HARDWARE 08 71 00 - 25
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 8.0
Doors: 100
2 Continuous Hinge MCK-12HD EPT CL MK
1 Keyed Removable Mullion KRM200 600 YA
2 Exit Device (rim, exit only) 7150 B P S (EL, Monitor) 630 YA
1 Mortise Cylinder I/C Core As Required 626 YA
2 Pull RM201 Mtg-Type 12XHD US32D RO
2 Concealed Overhead Stop 1-X36 630 RF
1 Door Closer PR7500 7788 6891 689 NO
1 Door Automatic Operator 6060 689 NO
2 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
2 ElectroLynx Harness MK
Supply)
2 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
2 Door Actuator Switch 502 NO
1 Power Supply / Controller 782 YA
Notes: Doors normally closed, latched and secure.
Free egress at all times.
Entry by card reader or when doors are dogged down by electric latch retraction.
Both doors provided with latch retraction, request to exit switch and latch bolt monitor.
Exit device to have no manual dogging feature.
Door position switch by security contractor.
Set: 9.0
Doors: 100A
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Electrified Mortise Lock AUR 8891FL 2196 LBM REX 626 YA
1 Surface Overhead Stop 9-X36 630 RF
1 Door Closer PRO 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
MK
1 ElectroLynx Harness
Supply)
QC-CxxxP (Door - EPT to Electrified
1 ElectroLynx Harness MK
Lock)
Notes: Entry by card reader.
Free egress at all times.
Card reader, power supply and door position switch by security contractor.
DOOR HARDWARE 08 71 00 - 26
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 10.0
Doors: 101
2 Continuous Hinge MCK-12HD CL MK
2 Pull RM201 Mtg-Type 12XHD US32D RO
2 Dummy Pushbar 720 630 YA
2 Concealed Overhead Stop 1-X36 630 RF
1 Door Closer PR7500 689 NO
1 Door Automatic Operator 6060 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
1 Door Switch 501 NO
Notes: Vestibule actuator switch specified in set 1.0
Set: 10.2
Doors: 107, 193
2 Continuous Hinge MCK-12HD CL MK
2 Pull RM201 Mtg-Type 12XHD US32D RO
2 Dummy Pushbar 720 630 YA
2 Concealed Overhead Stop 1-X36 630 RF
2 Door Closer PR7500 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
2 Wall Stop 406 US26D RO
Set: 10.5
Doors: 101A, 101B
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Exit Device (rim, classroom) 7155-2 PB626F 1193 x 6-Pin 630 YA
1 Mortise Cylinder I/C Core As Required 626 YA
1 Door Closer CPS7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
Set: 11.0
Doors: 103, 104, 106, 108, 109, 111, 113, 134, 136, 138, 140, 141, 142, 143, 145, 147, 188, 190A, 201,
203, 205, 207, 208, 210, 212, 214, 216
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Door Closer PR7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
DOOR HARDWARE 08 71 00 - 27
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 11.5
Doors: 127, 129
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
Set: 12.0
Doors: 103A
3 Hinge (heavy weight) T4A3786 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Wall Stop 406 US26D RO
Set: 13.0
Doors: 103B
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
Set: 14.0
Doors: 104A
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (privacy) PB 5402LN 626 YA
1 Surface Overhead Stop 9-X36 630 RF
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
DOOR HARDWARE 08 71 00 - 28
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 15.0
Doors: 104B, 105B, 128, 161E, 165, 202
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Wall Stop 406 US26D RO
Notes: Opening 261 to have final core supplied by School District.
Set: 15.5
Doors: 171, 177
3 Hinge (heavy weight) T4A3786 5" x 4-1/2" US26D MK
1 Mortise Lock (classroom) PBR 8808FL 2196 (less outside trim) 626 YA
1 Door Closer W/ Hold Open CLP7500T 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Flush Cup Ring Pull 1068 - xxx US26D TC
Notes: No exterior lever trim required.
Trimco flush cup ring pull to be used on Gymnasium side.
Verify Trimco spindle size and mounting requirements for use with Yale lock.
Set: 16.0
Doors: 104HP, 106HP, 108HP, 109HP, 111HP, 113HP, 134HP, 136HP, 138HP, 140HP, 141HP, 142HP,
143HP, 144HP, 145HP, 147HP, 163HP, 201HP, 203HP, 205HP, 207HP, 208HP, 210HP, 212HP, 214HP,
216HP, 218HP
3 Hinge (heavy weight) T4A3786 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Surface Overhead Stop 9-X36 630 RF
1 Gasketing S88D PE
1 Sweep 309AP TKSP8 PE
Set: 16.5
Doors: 109E, 144E, 218E
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Surface Overhead Stop 9-X36 630 RF
1 Gasketing S88D PE
1 Sweep 309AP TKSP8 PE
DOOR HARDWARE 08 71 00 - 29
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 17.0
Doors: 105
6 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
2 Exit Device (svr, classroom) 7115 LBR PB626F 1193 x 6-Pin 630 YA
2 Mortise Cylinder I/C Core As Required 626 YA
2 Surface Overhead Stop 9-X36 630 RF
2 Door Closer PRO 7500 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
Set: 18.0
Doors: 105A, 164, 168, 172
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (entry) PB 5407LN 1210 626 YA
1 Wall Stop 406 US26D RO
Set: 18.5
Doors: 175
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Mortise Lock (entry) PBR 8807FL 2196 (less outside trim) 626 YA
1 Flush Cup Ring Pull 1068 - xxx US26D TC
Notes: No exterior lever trim required.
Trimco flush cup ring pull to be used on Gymnasium side.
Verify Trimco spindle size and mounting requirements for use with Yale lock.
Set: 19.0
Doors: 162A, 176, 178
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (privacy) PB 5402LN 626 YA
1 Wall Stop 406 US26D RO
DOOR HARDWARE 08 71 00 - 30
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 19.5
Doors: 106A, 108A, 109A, 111A, 113A
4 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Dutch Door Surface Bolt 630-4 US26D RO
1 Cylindrical Lock (passage) PB 5401LN 626 YA
2 Wall Stop 406 US26D RO
Notes: Dutch Door
Set: 20.0
Doors: 109B, 110A, 110B, 115A, 115B
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (passage) PB 5401LN 626 YA
1 Wall Stop 406 US26D RO
Set: 20.5
Doors: 174, 180, 182, 188A, 188B
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom) PB 5408LN 1210 626 YA
1 Wall Stop 406 US26D RO
Set: 21.0
Doors: 179
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
PBR 8805FL 2196 (less outside lever
1 Mortise Lock (storeroom) 626 YA
trim)
1 Flush Cup Ring Pull 1068 - xxx US26D TC
Notes: No exterior lever trim required.
Trimco flush cup ring pull to be used on Gymnasium side.
Verify Trimco spindle size and mounting requirements for use with Yale lock.
Set: 22.0
Doors: 116A, 146, 146A
6 Hinge (heavy weight) T4A3786 5" x 4-1/2" US26D MK
2 Exit Device (svr, passage) 7115 LBR PB628F (Less Bottom Rod) 630 YA
2 Mortise Cylinder I/C Core As Required 626 YA
2 Door Closer W/ Hold Open CLP7500T 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
DOOR HARDWARE 08 71 00 - 31
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
2 Wall Stop 406 US26D RO
Set: 23.0
Doors: 114, 116
6 Hinge (heavy weight) T4A3786 5" x 4-1/2" US26D MK
1 Exit Device (svr, classroom) 7115 LBR PB626F 1193 x 6-Pin 630 YA
1 Electric Exit Device (svr, fail secure) 7115 LBR PB691F 630 YA
2 Mortise Cylinder I/C Core As Required 626 YA
1 Rim Cylinder I/C Core As Required 626 YA
2 Door Closer W/ Hold Open CLP7500T 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
1 ElectroLynx Harness MK
Supply)
1 ElectroLynx Harness QC-CxxxP (Door - EPT to Exit Device) MK
Notes: Doors normally held open by mechanical hold open closers.
When doors are closed they are latched and secure.
Entry by card reader, unlocks exterior side trim.
Free egress at all times.
Card reader and power supply by security contractor.
Set: 25.0
Doors: 137, 261
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Electrified Mortise Lock AUR 8891FL 2196 LBM REX 626 YA
1 Door Closer PR7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
1 Electric Power Transfer EL-CEPT SU
QC-CxxxP (Frame - EPT to Power
MK
1 ElectroLynx Harness
Supply)
QC-CxxxP (Door - EPT to Electrified
1 ElectroLynx Harness MK
Lock)
Notes: Door normally closed, latched and secure.
Entry by card reader unlocks exterior trim.
Free egress at all times.
Card reader and power supply by security contractor.
Final core provided by School District.
DOOR HARDWARE 08 71 00 - 32
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 26.0
Doors: 139, 181
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Exit Device (rim, classroom) 7150F PB626F 1193 x 6-Pin 630 YA
1 Door Closer PR7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Gasketing S88D PE
Set: 27.0
Doors: 149, 239
6 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
2 Exit Device (svr, classroom) 7115 LBR PB626F 1193 x 6-Pin 630 YA
2 Mortise Cylinder I/C Core As Required 626 YA
2 Door Closer CPS7500 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
Set: 28.0
Doors: 161A
6 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
2 Flush Bolt 555 US26D RO
1 Dust Proof Strike 570 US26D RO
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Wall Stop 406 US26D RO
Notes: Astragal by hollow metal door supplier.
Set: 28.5
Doors: 184
6 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Self Latching Bolt x Fire Bolt 1849 US26D RO
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Coordinator 2672 Wear Plates Black RO
1 Filler Bar FB-x Black RO
2 Mounting Bracket 2601x Black RO
2 Door Closer PR7500 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
1 Gasketing S88D PE
DOOR HARDWARE 08 71 00 - 33
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Notes: Astragal by hollow metal door supplier.
Set: 29.0
Doors: 161B, 161D
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Mortise Deadlock 357 2196 626 YA
1 Push Plate 70C (4" x 16") US32D RO
1 Pull Plate 110x70C US32D RO
1 Door Closer W/Hold Open PR7500H 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
Notes: 180 degree hold open.
Set: 30.0
Doors: 161C
6 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Dust Proof Strike 570 US26D RO
2 Flush Bolt 557 US26D RO
1 Mortise Deadlock 357 2196 626 YA
2 Push Plate 70C (4" x 16") US32D RO
2 Pull Plate 110x70C US32D RO
2 Door Closer W/Hold Open PR7500H 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
Notes: 180 degree hold open.
Set: 31.0
Doors: 161F, 161G
6 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
2 Concealed Vert Rod Exit 7225M LBR PB506F 1193 x 6-Pin 630 YA
2 Mortise Cylinder I/C Core As Required 626 YA
2 Door Closer W/ Hold Open PR7500H 7788 6891 689 NO
DOOR HARDWARE 08 71 00 - 34
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 32.0
Doors: 162
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Surface Overhead Stop 9-X36 630 RF
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
1 Gasketing S88D PE
Set: 33.0
Doors: 166
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Wall Stop 406 US26D RO
Set: 34.0
Doors: 170
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Surface Overhead Stop 9-X36 630 RF
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
Set: 35.0
Doors: 170A
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
Set: 36.0
Doors: 173
1 Padlock 870 1210 YA
Notes: Chain Link Fence
DOOR HARDWARE 08 71 00 - 35
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 37.0
Doors: 185
6 Hinge (heavy weight) T4A3786 4-1/2" x 4-1/2" US26D MK
1 Keyed Removable Mullion KRM200 600 YA
2 Exit Device (rim, classroom) 7150F-2 PB626F 1193 x 6-Pin 630 YA
1 Mortise Cylinder I/C Core As Required 626 YA
2 Surface Overhead Stop 9-X36 630 RF
2 Door Closer PRO 7500 689 NO
2 Kick Plate K1050 10" x 1 1/2" LDW B4E CSK US32D RO
1 Gasketing S88D PE
1 Astragal (2-piece) 305CN TKSP8 PE
Set: 38.0
Doors: 131
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
1 Gasketing S88D PE
Set: 38.5
Doors: 209
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
1 Threshold 2008STCxQ380A PE
1 Corner Pad Gasketing ACP112BL PE
1 Gasketing S44BL PE
1 Gasketing S773BL PE
1 Auto Door Bottom PDB411AE PE
DOOR HARDWARE 08 71 00 - 36
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 39.0
Doors: 186
3 Hinge (heavy weight) T4A3786 5" x 4-1/2" US26D MK
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
Set: 39.5
Doors: 209A
3 Hinge (heavy weight) T4A3786 5" x 4-1/2" US26D MK
1 Cylindrical Lock (storeroom) PB 5405LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
1 Threshold 2008STCxQ380A PE
1 Corner Pad Gasketing ACP112BL PE
1 Gasketing S44BL PE
1 Gasketing S773BL PE
1 Auto Door Bottom PDB411AE PE
Set: 40.0
Doors: 190
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Kick Plate K1050 10" x 2" LDW B4E CSK US32D RO
1 Wall Stop 406 US26D RO
1 Threshold 2008STCxQ380A PE
1 Corner Pad Gasketing ACP112BL PE
1 Gasketing S44BL PE
1 Gasketing S773BL PE
1 Auto Door Bottom PDB411AE PE
Notes: Acoustical Gasketing
DOOR HARDWARE 08 71 00 - 37
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
Set: 41.0
Doors: 190B
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom) PB 5408LN 1210 626 YA
1 Surface Overhead Stop 9-X36 630 RF
Set: 42.0
Doors: 190C
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Surface Overhead Stop 9-X36 630 RF
1 Threshold 2008STCxQ380A PE
1 Corner Pad Gasketing ACP112BL PE
1 Gasketing S44BL PE
1 Gasketing S773BL PE
1 Auto Door Bottom PDB411AE PE
Notes: Acoustical Gasketing.
Set: 43.0
Doors: 213, 215
3 Hinge TA2714 4-1/2" x 4-1/2" US26D MK
1 Cylindrical Lock (classroom - intruder) PB 5418LN 1210 626 YA
1 Door Closer R 7500 689 NO
1 Wall Stop 406 US26D RO
DOOR HARDWARE 08 71 00 - 38
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
MarkHardware
109B 20.0 145HP 16.0
01 1.0 109E 16.5 146 22.0
02 2.0 109HP16.0 146A 22.0
03 3.0 110A 20.0 147 11.0
04 4.0 110B 20.0 147HP 16.0
05 4.5 111 11.0 149 27.0
06 1.0 111A 19.5 161A 28.0
07 5.5 111HP16.0 161B 29.0
08 5.0 113 11.0 161C 30.0
09 6.0 113A 19.5 161D 29.0
10 6.5 113HP16.0 161E 15.0
11 2.0 114 23.0 161F 31.0
12 2.0 115A 20.0 161G 31.0
13 2.0 115B 20.0 163HP 16.0
14 7.0 116 23.0 162 32.0
100 8.0 116A 22.0 162A 19.0
100A 9.0 127 11.5 164 18.0
101 10.0 128 15.0 165 15.0
101A 10.5 129 11.5 166 33.0
101B 10.5 131 38.0 168 18.0
103 11.0 134 11.0 170 34.0
103A 12.0 134HP16.0 170A 35.0
103B 13.0 136 11.0 171 15.5
104 11.0 136HP16.0 172 18.0
104A 14.0 137 25.0 173 36.0
104B 15.0 138 11.0 174 20.5
104HP 16.0 138HP16.0 175 18.5
105 17.0 139 26.0 176 19.0
105A 18.0 140 11.0 177 15.5
105B 15.0 140HP16.0 178 19.0
106 11.0 141 11.0 179 21.0
106A 19.5 141HP16.0 180 20.5
106HP 16.0 142 11.0 181 26.0
107 10.2 142HP16.0 182 20.5
108 11.0 143 11.0 184 28.5
108A 19.5 143HP16.0 185 37.0
108HP 16.0 144E 16.5 186 39.0
109 11.0 144HP16.0 188 11.0
109A 19.5 145 11.0 188A 20.5
DOOR HARDWARE 08 71 00 - 39
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IA
188B 20.5 205 11.0 212HP 16.0
190 40.0 205HP16.0 213 43.0
190A 11.0 207 11.0 214 11.0
190B 41.0 207HP16.0 214HP 16.0
190C 42.0 208 11.0 215 43.0
193 10.2 208HP16.0 216 11.0
201 11.0 209 38.5 216HP 16.0
201HP 16.0 209A 39.5 218E 16.5
202 15.0 210 11.0 218HP 16.0
203 11.0 210HP16.0 239 27.0
203HP 16.0 212 11.0 261 25.0
END OF SECTION 087100
DOOR HARDWARE 08 71 00 - 40
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 132970000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
SECTION 09 66 23 - RESINOUS MATRIX TERRAZZO FLOORING (ADD-ALT #3)
PART 1 GENERAL
1.01SECTION INCLUDES
A. Thin-set Epoxy-resin terrazzo flooring.
1.02RELATED REQUIREMENTS
A. Section 07 90 05 - Joint Sealers: Joint between terrazzo base and wall surface.
1.03SUBMITTALS
A. See Section 01 30 00 - Administrative Requirements, for submittal procedures.
B. Product Data: Provide data for each type of product indicated.
C. Shop Drawings: Include terrazzo installation requirements. Include plans, elevations, sections,
component details, and attachments to other work.
D. Samples for Verification: For each type, material, color, and pattern of terrazzo and accessory
required showing the full range of color, texture, and pattern variations expected. Label each
terrazzo sample to identify manufacturer's matrix color and aggregate types, sizes, and
proportions. Prepare samples of same thickness and from same material to be used for the
Work in size indicated below:
1. Terrazzo: 6-inch-square Samples.
2. Accessories: 6-inch-long Samples of each exposed strip item required.
E. Installer Certificates: Signed by manufacturers certifying that installers comply with
requirements.
F. Material certificates.
G. Maintenance data.
1.04QUALITY ASSURANCE
A. Installer Qualifications: A qualified installer who is acceptable to terrazzo manufacturer to install
manufacturer's products.
1. Engage an installer who is certified in writing by terrazzo manufacturer as qualified to
install manufacturer's products.
2. Engage an installe who is a contactor member of NTMA.
B. NTMA Standards: Comply with NTMA's "Terrazzo Specifications and Design Guide" and with
written recommendations for terrazzo type indicated unless moe stringent requirements are
specified.
C. Mockups: Build mockups to veify selections made under sample submittals and to demonstrate
aesthetic effects and set quality standards for materials and execution.
1. Build mockups for terrazzo including accessories.
a. Size: Minimum 100 sq. ft. of typical poured-in-place flooring and base condition for
each color and pattern in locations directed by Architect.
1.05PROJECT CONDITIONS
A. Environmental Limitations: Comply with manufacturer's written instructions fo substrate
temperature, ambient temperatue, moistues, ventilation, and othe conditions affecting terrazzo
installation.
B. Provide permanent lighting or, if permanent lighting is not in place, simulate permanent lighting
conditions during terrazzo installation.
C. Close spaces to traffic during terrazzo application and for not less than 24 hours after
application unless manufactuer recommends a longer period.
D. Control and collect dust produced by grinding operations. Protect adject construction from
detrimental effects of grinding operations.
RESINOUS MATRIX TERRAZZO FLOORING (ADD-ALT #3) 09 66 23 - 1
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 132970000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
1. Provide dustproof partitions and temporary enclosures to limit dust migration and to isolate
areas from noise.
PART 2 PRODUCTS
2.01EPOXY-RESIN TERRAZZO
A. Products: Subject to compliance with requirements, provide one of the following:
1. Crossfield Products Corp., Dex-O-Tex Division; Cheminert Terrazzo.
2. General Polymers Coporation; Terrazzo 1100.
3. TEC Specialty Construction Brands, Inc.; Tuff-Lite Epoxy Terrazzo.
4. Terrazzo & Marble Supply Companies; Terroxy Resin Systems.
B. Materials
1. Flexible Reinforcing Membrane: Manufacturer's resinous membrane for substrate crack
preparation and reflective crack reduction.
a. Reinforcement: Fiberglass scrim.
2. Primer: Manufacturer's product recommended for substrate and use indicated.
3. Epoxy-Resin Matrix: Manufacturer's standard recommended for use indicated and in color
requied for mix indicated.
a. Physical Properties without Aggregates:
1) Hardness: 60 to 85 per ASTM D 2240, Shore D.
2) Minimum Tensile Strength: 3000 psi per ASTM D 638 for a 2-inch specimen
made using a "C" die per ASTM D 412.
3) Minimum Compressive Strength: 10,000 psi per ASTM D 695, Specimen B
cylinder.
4) Chemical Resistance: No deleterious effects by contaminants listed below after
seve-day immersion at room temperature per ASTM D 1308.
(a) Distilled water.
(b) Mineral water.
(c) Isopropanol.
(d) Ethanol.
(e) 0.025 percent detergent solution.
(f) 1.0 percent soap solution.
(g) 10 percent sodium hydroxide.
(h) 10 percent hydrochloric acid.
(i) 30 percent sulfuric acid.
(j) 5 percent acetic acid.
4. Finishing Grout: Resin based.
C. Terrazzo: Comply with NTMA's "Terrazzo Specifications and Design Guide" and manufacturer's
written instructions for matrix and aggregate proportion and mixing.
1. Custom Mix Color and Pattern: As indicated on Drawing sheet A700.
2.02STRIP MATERIALS
A. Thin-Set Divider Strips: L-type angle or T-type, 1/4 inch deep.
1. Material: White-zinc alloy.
2. Top Width: 1/8 inch.
B. Control-Joint Strips: Separate, double L-type angles, positioned back to back, that match
material, thickness, and color of divider strips and in depth required for topping thickness
indicted.
C. Accessory Strips: Match divider strip width, material, and color unless otherwise indicated. Use
the following types of accessory strips as required to provide a complete installation:
1. Edge-bead strips fo exposed edges of terrazzo.
RESINOUS MATRIX TERRAZZO FLOORING (ADD-ALT #3) 09 66 23 -2
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 132970000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
2.03MISCELLANEOUS ACCESSORIES
A. Strip Adhesive: Epoxy-resin adhesive recommended by adhesive recommended by adhesive
manufacturer for this use and acceptable to terrazzo manufacturer.
1. Use adhesives that have a VOC content of 50 g/L or less when calculated according to 40
CFR 59, Subpart D (EPA Method 24).
B. Anchoring Devices:
1. Provide mechanical achoring devices for strip materials as required for secure attachment
to substrate.
C. Patching and Fill Material: Terrazzo manufacturer's resinous product approved and
recommended by manufacturer for application indicated.
D. Joint Compound: Terrazzo manufacturer's resinous product approved and recommended by
manufacturer for application indicated.
E. Cleaner: Chemically neutal cleane with pH factor between 7 and 10 that is biodegradable,
phosphate free, and ecommended by sealer manufacturer for use on terrazzo type indicated.
F. Sealer: Slip- and stain-resistant penetrating-type sealer that is chemically neutral with pH factor
between 7 and 10; does not affect color or physical propeties of terrazzo; is recommended by
sealer manufacturer; and complies with NTMA's "Terrazzo Specifications and Design Guide"
for terrazzo type indicated.
PART 3 EXECUTION
3.01PREPARATION
A. Clean substrate of foreign matter. Provide clean, dry, and neutral substrate for terrazzo
application.
B. Concrete Slabs:
1. Provide sound concete surfaces free of laitance, glaze, efflorescence, curing compounds,
form-release agents, dust, dirt, grease, oil, and other contaminants incompatible with
terrazzo.
a. Shot-blast surfaces with an apparatus that abrades the concete suface, contains the
dispensed shot within the apparatus, and recirculates the shot by vacuum pickup.
b. Repair damaged and deteriorated concrete according to terrazzo manufacturer's
written recommendations.
c. Use patching and fill material to fill holes and depressions in substrates according to
terrazzo manufacturer's written instructions.
2. Verify that concrete substrates are visibly dry and free of moisture.
3. Moisture Testing:
a. Test for moisture by anhydrous calcium chloride method according to ASTM F 1869.
Proceed with installation only after substrates have maximum moisture-vapor-
emission rate of 3lb of water/1000 sq. ft. in 24 hours.
b. Test for moisture by relative humidity probe and digital meter method accoding to
ASTM F 2170. Proceed with installation only after substates have a maximum
relative-humidity-measurement reading of 70 to 75 percent in 24.
c. Test for moisture content by method recommended in writing by terrazzo
manufacturer. Proceed with installation only after substrates pass testing.
C. Protect other work from dust generated by griding operations. Control dust to prevent air
pollution and comply with environmental protection regulations.
1. Erect and maintain temporary enclosures and other suitable methods to limit dust
migration and to ensure adequate ambient temperatures and ventilation conditions during
installation.
D. Installation of terrazzo indicates acceptance of surfaces and conditions.
3.02EPOXY-RESIN TERRAZZO INSTALLATION
A. General:
RESINOUS MATRIX TERRAZZO FLOORING (ADD-ALT #3) 09 66 23 -3
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 132970000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
1. Comply with NTMA's written recommendations for terrazzo and accessory installation.
2. Place, rough grind, grout, cure grout, fine grind, and finish terrazzo according to
manufacturer's written instructions and NTMA's "Terrazzo Specifications and Design
Guide."
3. Installation Tolderance: Limit variation in terrazzo surface from level to 1/4 inch in 10 feet;
noncumulative.
4. Ensure that matrix components and fluids from grinding operations do not stain terrazzo
by reacting with divider and control-joint strips.
5. Delay fine grinding until heavy trade work is complete and construction traffic through area
is restricted.
B. Thickness: 3/8 inch As indicated nominal.
C. Flexible Reinforcing Membrane:
1. Prepare and prefill substrate cracks with membrane material.
2. Install membrane to produce full substate coverage in areas to receive terrazzo.
3. Reinforce membrane with fiberglass scrim.
4. Prepare membrane according to manufacturer's written instructions before applying
substrate primer.
D. Primer: Apply to terrazzo substrates according to manufacturer's written instructions.
E. Strip Materials:
1. Divider and Control-Joint Strips:
a. Locate divider strips in locations indicated.
b. Install control-joint strips back to back directly above concrete-slab control joints and
in locations indictated
c. Install control-joint strips with 1/4 inch gap between strips, and install sealant in gap.
d. Install strips in adhesive setting bed without voids below stips, or mechanically
anchor strips as required to attach strips to substrate, as recommended by strip
manufacturer.
2. Accessory Strips: Install accessory strips as required to provide a complete installation.
F. Fine Grinding: Grind with stones 120 grit or fine until all grout is removed from surface. Repeat
rough grinding, grout coat, and fine grinding in large voids exist after initial fine grinding.
Produce surface with a minimum of 70 percent aggregte exposure.
G. Repair: Remove and replace terrazzo areas that evidence lack of bond with substrate. Cut out
terrazzo areas in panels defined by strips and replace to march adjacent terrazzo, or repair
panls according to NTMA's written recommendations, as approved by Architect.
3.03CLEANING AND PROTECTION
A. Cleaning:
1. Remove grinding dust for installation and adjacent areas.
2. Wash surfaces with cleaner according to NTMA's written recommendations and
manufacturer's written instructions; rinse surfaces with water and allow to dry thoroughly.
B. Sealing:
1. Seal surfaces according to NTMA's written recommendations.
2. Appl sealer according to sealer manufacturer's written instructions.
C. Protection: Provide final protection and maintain conditions, in a manner acceptable to Installer,
that ensure that terrazzo in without damage or deterioration at time of Substantial Completion.
END OF SECTION 09 66 23
RESINOUS MATRIX TERRAZZO FLOORING (ADD-ALT #3) 09 66 23 -4
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 132970000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
SECTION 11 40 00 - FOODSERVICE EQUIPEMENT – REFERENCE DOCUMENTS
The Foodservice Equipment General Conditions and Written Specifications are included in the Project
Specifications Manual for informational purposes for the General Contractor and mechnnical, electrical,
plumbing sub-contractors. The items listed in the Foodservice Specifications will be provided under a
separate Contract. The Foodservice Equipment Contractor will deliver and set the kitchen equipment in
place. The General Contractor and associated sub-contractors for this Project (building project) shall be
responsible for all rough-ins, labor and materials required for final connections to foodservice equipment.
The General Contractor shall be responsible for reading the enclosed Foodservice Equipment General
Conditions and Written Specifications for detailed description of responsibilities and division of work. See
drawings for reference Foodservice Equipment drawings.
END OF SECTION 11 40 00
FOODSERVICE EQUIPEMENT – REFERENCE DOCUMENTS 11 40 00 - 1
IOWA CITY COMMUNITY SCHOOL DISTRICTPROJECT 13297000
SOUTHELEMENTARY SCHOOL
IOWA CITY, IOWA
FOODSERVICE GENERAL CONDITIONS
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOL
PART 1 GENERAL
SCOPE OF WORK
1.1
A. The general provisions of the Contract, including General and Supplementary
Conditions and General Requirements, apply to the work specified in this
Section.
B. Provide all labor, materials, equipment and appliances required to furnish and
set-in-place all foodservicefixtures and equipment where indicated on
drawings and herein specified.
C. Where Kitchen Equipment Contractordesires to use an alternate item of
standard manufactured equipment, he must request Consultant’s approval10
daysbefore the due date. Requests for alternates shall include the
manufacturer, model number, illustration, capacities,description of the item
or material, and actual cost savings for the Owner. It shall be the
responsibility of the Kitchen Equipment Contractorto prove that substitutions
are equal to specified items in every material and functional respect and tests
shall be conducted by him as directed and as necessary to verify performance
requirements. He shall submit his request in writing with two specification
sheets on EACH ITEM.
D. In any instance where a substitution is allowed, the Kitchen Equipment
Contractor shall be responsible and pay the cost of any consequential
modifications to the building or its utilities which may result from the
substitution.
E. It is the intent of the Consultant’s floor plan and related detail drawings to
show approximate location and size of equipment and fixtures specified.
While all of the drawings were prepared and drawn as accurately as possible,
it is the responsibility of the Kitchen Equipment Contractorto verify all of the
above conditions prior to submittal of detailed floor plan, shop drawings, and
dimensioned rough-in plans.
F. All sizes given for foodserviceequipment and fixtures on drawings and in
written specifications are approximate. The Kitchen Equipment contractor
shall verify all measurements at the job site prior to issuance of purchase
orders for equipment.
G. Any changes or relocation of equipment, plumbing, electrical or mechanical
services due to structural considerations shall be submitted to the Consultant
for review and approval before proceeding with work.
May 1, 2014 Page 1of 8
Foodservice General Conditions
IOWA CITY COMMUNITY SCHOOL DISTRICTPROJECT 13297000
SOUTHELEMENTARY SCHOOL
IOWA CITY, IOWA
1.2WORK INCLUDED:BY KITCHEN EQUIPMENT CONTRACTOR
A. All items of work inSECTION, FIXTURE AND EQUIPMENT SCHEDULE
B. Field dimensions on all fabricated equipment
C. Shop drawings
D. Catalog cuts
E. Dimensioned plumbing & electrical rough-in drawings
F. Verify alljob site field dimensions
G. Job site supervision
H. Job site meetings as called/required by the General Contractor
I. Furnish & hang the kitchenexhaust hood
J. Deliver and set-in-place kitchen equipment; coordinate with all Contractors
K. Testing and operating/maintenance demonstration
L. Clean-up
1.3WORK NOT INCLUDED:NOT BY KITCHEN EQUIPMENT CONTRACTOR
A. By Mechanical Contractor
1.Kitchenand dishwasherhood exhaust duct risers and duct work,
exhaust fans, and make-up air units.
2.Mechanical Contractor shall install complete exhaust and make-up air
systems for cooking and baking equipment. The kitchen hood is
supplied and hung by the Kitchen Equipment Contractor.
B. By Electrical Contractor
1.The Electrical Contractor is responsible for all rough-ins and final
connectionsto all foodservice equipment in this project.
2.The electrical requirements are shown on the Electrical Engineer’s
drawings for the foodserviceequipment.
3.All rough-in dimensions shall be taken from the Kitchen Equipment
Contractor’sdrawings.
4.See Electrical Engineer’s drawings for power, circuiting, panel
locations, etc.
5.All electrical components are to be UL approved, and all wiring is to
be in accordance with all local and national codes.
6.All convenience receptacles shall be mounted horizontally (both in
walls and fixtures), and cover plates for all outlets and switches shall
be stainless steel except in public areas.
7.See the Electrical Engineer’s drawing for mechanical/electrical power
requirements and switching locations for exhaust fans and ducts for
kitchen exhaust hood.
8.Electrical Contractor shall provide all rough-inservices for the
equipment along with all electrical cords,plugs, starters, switches,
disconnects, thermal overload protectors, junction boxes, refrigeration
pull boxes, receptacles, etc., as required.
C. By Plumbing Contractor
1.The plumbing requirements are shown on the Mechanical Engineer’s
drawing for the foodserviceequipmentand related fixtures.
May 1, 2014 Page 2of 8
Foodservice General Conditions
IOWA CITY COMMUNITY SCHOOL DISTRICTPROJECT 13297000
SOUTHELEMENTARY SCHOOL
IOWA CITY, IOWA
2.All rough-in dimensions shall be taken from Kitchen Equipment
Contractor’sdrawings.
3.Plumbing Contractor shall provide all rough-in services, and make all
final connections to the foodserviceequipment along with all shut-off
valves, screens, traps, strainers, unions, vacuum breakers, check
valves, regulators,backflow preventers,fittings, trim, etc. as required.
4.Plumbing Contractor shall provide and locate grease interceptors, and
run all applicable waste lines through such interceptors as directed by
the Mechanical Engineer.
5.Plumbing Contractor shall provide rigid metal sleeves through bearing
walls for all water, gas, waste lines, etc.
6.Plumbing Contractor shall provide and install a shut-off valve at all
water and individual gas lines to equipment, and install a main gas
shut off valve at supply manifold. Non-electric gas shutoffvalve shall
be installed by the Plumbing Contractor.
7.Plumbing Contractor shall make all direct and indirect connections of
drains from sinks, disposals, etc. and extend drains of walk-in coolers
and freezers to floor sinks.
8.Plumbing Contractor is responsible for all rough-ins and final
connectionsof foodserviceequipment.
9.Faucets, drains, lever wastes,and disposers shall be mounted and
connected by the Plumbing Contractor.
10.Plumbing Contractor shall provide backflow preventers and vacuum
breakers if required by local code.
1.4DEFINITIONS
A. The term “Kitchen Equipment Contractor” (KEC) as used herein means the
person or organization that is contracted to complete the work specified
herein.
B. The term “Owner” as used herein means the person or organization executing
the contract for the work specified herein.
C. The term “Consultant” as used herein means Michael L. Bradnan &
Associates, Ltd. who has contracted to design and specify the foodservice
facilities.
D. The term “Work” of the Kitchen Equipment Contractor shall mean all labor,
materials, equipment, and services necessary to fabricate, deliver, erect, and
set-in-place, all of the foodserviceequipment in strict accordance with the
drawings and specifications.
E. The term “Provide” as used herein includes furnishing and setting-in-place of
the item cited.
F. The term “Furnish” or the term “Set-in-Place” shall include these functions
only.
G. The term “Approved” or the term “As Approved” shall be understood to mean
approval in writing.
H. The term “Documents” means the drawings and specifications complete with
addenda.
May 1, 2014 Page 3of 8
Foodservice General Conditions
IOWA CITY COMMUNITY SCHOOL DISTRICTPROJECT 13297000
SOUTHELEMENTARY SCHOOL
IOWA CITY, IOWA
I. The term “NIKEC” means that the specific item noted as such is Not Included
in the Kitchen Equipment Contract.
1.5GENERAL REQUIREMENTS
A. The drawing indicates the desired basic arrangement and dimensions of the
foodservicefixtures and equipment. Minor deviations may be required due to
job site conditions, and provided basic arrangements are met and no major
rearrangements are required, work shall be completed without additional
expense to the Owner.
B. KECshall visit the site to verify all mechanical, electrical, refrigeration and
ventilating rough-in and sleeve locationsand walk-in recessbefore the floor
slabs are poured. Further inspections as may be required to completely check
the job shall be made at no additional expense to the Owner.
C. Drawings and specifications are cooperative and supplementary. Portions of
the work that can be bestillustrated by the drawings may not be included in
the specifications and portions best described by specifications may not be
depicted on the drawings. It is the intention of the Documents to include all
labor, materials and services necessary for properand complete construction
of the Foodservice Equipment work.
D. The completeness and correctness of the Documents shall be verified before
execution by the Kitchen Equipment Contractor, who shall notify the
Consultantthrough proper channels of omissions or discrepancies. The lack of
such notification shall be construed as complete acceptability of all documents
and as a waiving of rights to future claims arising from omissions or
discrepancies.
E. If, in the interpretation of the Documents, it appears that the drawings and
specifications are not in agreement, the specifications shall govern. Detail
drawings shall have priority over small-scale plans. In case of discrepancy
either in the figures, in the drawings, or in the specifications, the matter shall
be promptly submitted to the Consultant, through channels, who shall
promptly make a determination in writing.
F. The Kitchen Equipment Contractor shall comply with the progress schedule
established by the Owner and so schedule his work that there will be no
interference with the work ofothers or no delay in their schedule.
G. Extra costs such as air shipment incurred as a result of the Kitchen Equipment
Contractor’s own faulty scheduling shall be absorbed by him.
H. Whenever the drawings and specifications require largersizes or higher
standards than are required by the regulations, the drawings and specifications
shall govern. Whenever the drawing and specifications require something that
will violate the regulations, the regulations will govern. No extra charge will
bepaid for furnishing items required by the regulations, but not shown or
specified on the drawings.
I. All sizes given are approximate and are as accurate as can be determined at
this time. The Kitchen Equipment Contractor shall check all measurements at
the building prior to fabrication of equipment. All equipment must conform to
the finished building conditions. Where obstructions occur, equipment must
May 1, 2014 Page 4of 8
Foodservice General Conditions
IOWA CITY COMMUNITY SCHOOL DISTRICTPROJECT 13297000
SOUTHELEMENTARY SCHOOL
IOWA CITY, IOWA
be neatly scribed, fitted to and around same, resulting in a sanitary
homogeneous fixture.
J. The Owner reserves the right to require the Kitchen Equipment Contractor to
make reasonable modifications in the routing of work and relocation of
equipment. This specifically refers to conditions where interference occurs or
where more desirable accessibility can be obtained or whose materials cannot
be installed because of structural or mechanical conditions encountered. The
Kitchen Equipment Contractor will receive no additional compensations for
such changes.
1.6EQUIPMENT, FABRICATION AND INSTALLATION STANDARDS
A. State and local health regulations and ordinances, and applicable sections of
the National Sanitation Foundation Standards shall be fully adhered to and
other additional requirements which may develop shall be included to insure a
completely sanitary installation.
B. Manufacturers’ directions shall be followed in all cases where manufacturers
of articles used in this section furnish directions or drawings covering points
not indicated on the drawings or specifications.
C. All electrically operated or heated equipment shall be in full accordance with
and will conform to the latest standard of the National Board of Fire
Underwriters, National Electric Manufacturer’s Association and Underwriters
Laboratories, Inc., where applicable standards have been set up by the agency
and are acceptable to authorities having jurisdiction.
D. All gas heated equipment shall conform to American Gas Association. All
burners shall be equipped with automatic lighters and automatic safety pilots.
E. All work, shall be manufactured, fabricated and installed in accordance with
the following:
The National Sanitation Foundation and bear the NSF label.
Underwriters Laboratory and shall bear the U.L. label.
American Gas Association and bear the A.G.A. label.
American Society of Mechanical Engineers and bear the A.S.M.E. label.
National Fire Protection Association standard NFPA No. 96.
F. No extra charges shall be made for the furnishings or installing of such items
as may be required to satisfy above codes and regulations, but not specified or
shown on the drawings.
1.7SHOP DRAWINGS
Submit for approval within twenty-one (21) days after award of contract showing
material, construction and fabrication details, layout and erection diagrams as required,
and methods of anchorage to adjacent construction, and in addition, shall include the
following information:
A. Shop drawings of all equipment specified for fabrication detailed and fully
dimensioned to a minimum scale of 3/4inch equals 1 foot 0 inches. Drawings
shall show all dimensions, all details of construction, installation and relation
to adjoining work, reinforcing, anchorage and other work required for the
complete kitchen equipment installation.
May 1, 2014 Page 5of 8
Foodservice General Conditions
IOWA CITY COMMUNITY SCHOOL DISTRICTPROJECT 13297000
SOUTHELEMENTARY SCHOOL
IOWA CITY, IOWA
B. Rough-in drawings detailed and fully dimensioned to a minimum scale of 1/4
inch equals 1 foot 0 inches. Drawings shall show exact location of all stubs,
floor and wall sleeves for electrical, plumbing, steam, refrigeration lines and
ventilation ducts. The Kitchen Equipment Contractor shall be responsible for
the accuracy of the rough-in services. Kitchen Equipment Contractor shall
visit the project site prior to pouring of the floor slabs and verify all rough-ins.
In the event that rough-in has been accomplished prior to the award of the
Contract, the Kitchen Equipment Contractor shall check existing rough-in and
locations thereof and furnish all equipment to meet these conditions. No extra
charge will be allowed for changing of utility services to fit equipment during
the installation and connection phase of the project.
C. Blocking plan indicating location, size and material required in walls and
ceiling for attaching of fixtures and/or equipment.
D. Shop drawings shall be in the form of one (1) reproducible drawingand one
(1) direct print of each. The marked drawingshall be returned to the Kitchen
Equipment Contractor for distribution of prints or to specified persons or
organizations as directed for record purposes.
E. The Kitchen Equipment Contractor is cautioned that he is responsible for
checking and coordinating all shop drawings pertaining to his Contract, for
compliance with the Contract Documents, dimensions, fit and for coordination
with other work.
F. The Consultant will pass upon such drawings with reasonable promptness or
indicate desired corrections. The Consultant’s approval of such drawings or
schedules is rendered as a service only and shall not relieve the Kitchen
Equipment Contractor from responsibility for deviation from the Contract
Documents, unless they have, in writing, called the Consultant’s attention to
such deviations at the time of submission and received specific written
approval therefor, nor shall it relieve him from responsibility for errors of any
sort in the shop drawings or schedules.
G. Shop drawings returned to the Kitchen Equipment Contractor marked “Revise
and Resubmit” or “Not Approved” shall be corrected as required for
conformance and resubmitted as stated herein before the initial submission.
1.8CATALOG CUTS
A. Before purchase of any standard manufacturer’s items, submit two (2) copies
of complete catalog dataincluding photos, model numbers, sizes, engineering
data, etc., of the scheduled items for approval. Any deviations in equipment
design or selection from the specifications shall be identified and fully
described for theConsultant’s consideration and approval. Upon approval,
submit copies bound in book form with plastic or metal bindersfor the Owner,
Architect, General Contractor, Plumbing Contractor, Electrical Contractor,
and the Consultant.
B. Catalog cuts shall be clearly numbered with corresponding numbers.
C. Kitchen Equipment Contractor shall, upon completion of installation, for all
equipment items provided under this contract, furnish to the Owner two (2)
Equipment Service Manuals bound in a hard cover consisting of:
May 1, 2014 Page 6of 8
Foodservice General Conditions
IOWA CITY COMMUNITY SCHOOL DISTRICTPROJECT 13297000
SOUTHELEMENTARY SCHOOL
IOWA CITY, IOWA
1.Equipment Plans
2.Equipment Schedule
3.Specification Sheets
4.Operating Instructions
5.Parts Lists and Service Instructions
6.Maintenance Instructions for all equipment provided under the
contract
PART 2EXECUTION
2.1INSTALLATION
A. Installation of equipment shall be in strict accordance with manufacturer’s
approved shop and installation drawings.
B. Health regulations and ordinances shall be fully adhered to and other
additional requirements which develop shall be included to insure a
completely sanitary installation.
C. All equipment and fixtures installed against walls shall be sealed off with
mastic approved by the Health Department to prevent vermin harborage.
Enclosed spaces or spaces made inaccessible by reason of the installation or
construction of fixtures shall be liberally treated with chemicals approved by
the Health Department.
D. Connections to the mechanical and electrical services are specified under
other sections and shall not be considered as part of the work of this section.
E. The Kitchen Equipment Contractor shall provide a competent field
representative to be present during installation. The representative shall be
well informed as to all phases of the work and shall instruct the respective
trades on connection details so as to achieve the best possible installation.
F. It is understood that the cost of all overtime required to meet the project
schedule made necessary as a result of negligence on the part of the Kitchen
Equipment Contractor is to be absorbed by this contractor.
G. In the event that overtime work becomes necessary through no fault of the
Kitchen Equipment Contractor, he must obtain signed time sheets for all
overtime work to submit for payment.
H. Any damage to the “Work” or loss incurred prior to Owner acceptance shall
be immediately replace or repaired to a new condition by the Kitchen
Equipment Contractor at his own expense to the complete satisfaction of the
Owner.
I. The Kitchen Equipment Contractor shall verify conditions at the project site,
particularly door openings and passages, andgrade.
J. Walk-in boxes are to be erected by factory authorized installers. Kitchen
Equipment Contractor to connect all refrigeration units to the remote
compressors and blower coils. Final electrical and plumbing connections are
by the General Contractor’s sub-contractors.
May 1, 2014 Page 7of 8
Foodservice General Conditions
IOWA CITY COMMUNITY SCHOOL DISTRICTPROJECT 13297000
SOUTHELEMENTARY SCHOOL
IOWA CITY, IOWA
2.2TESTING AND DEMONSTRATIONS
A. After installation, all equipment shall be inspected and tested under operating
conditions. If inspection ortests show defects, such defects shall be promptly
corrected and the test repeated.
B. The KitchenEquipment Contractor shall provide a competent representative
to be present when installation is complete and ready to put into operation and
shall remain a minimum of three (3) days during working hours. He shall
instruct Owner’s employees, including maintenance personnel, in the proper
use and maintenance of items in this contract. He shall furnish three (3) copies
of a written schedule for Owner’s use.
2.3PERMITS:All required permits in this Section shall be paid by the Kitchen
Equipment Contractor.
2.4CLEAN-UP:Rubbish and debris resulting from work of this Section shall be
cleaned away from time to time and the premises maintained in a reasonably clean and
orderly condition at all times. Upon completion, all tools, appliances, equipment and
surplus material shall be removed from the premises and the Kitchen Equipment
Contractor shall at all times keep the premises free from accumulations of waste
materials and rubbish caused by the work and his employees.
2.5GUARANTEE
A. All items furnished under this Contract shall be guaranteed against defects in
workmanship and materials, and repairs of such defects during the first year
after final completion and acceptance shall be made by the Kitchen
Equipment Contractorat his own expense without charge to the Owner.The
exception shall be those items in the specifications where a 2-year parts and
labor warranty is specified.
B. Shipment and transportation cost of all defective parts and replacement shall
be paid for by the Kitchen Equipment Contractor. All such repairs and
replacements shall be made at a time and at hours mutually satisfactory to
both the Owner and the Contractor.
C. REFRIGERATION REQUIREMENTS(self contained & remote)
All self-contained and remote refrigeration systems furnished under this
contract shall include start-up,1-year service and an additional 4-year
warranty on the compressors.
May 1, 2014 Page 8of 8
Foodservice General Conditions
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
Iowa City Community School District
SouthElementary School
Foodservice Equipment Written Specifications
ITEM QUANTITYDESCRIPTION
# 1MILK CABINET
1
required
1.By Milk Vendor
2.NIKEC
# 2THREE-COMPARTMENT SINK
1
required
1.Kemlee Manufacturing
2.304 Grade Stainless Steel
3.14 gauge 28" x 72" Stainless Steel Table Top
4.3" high x 1-1/2" wide Roll Rim at Front & LeftEnd
5.10" high x 2-1/2" wide Backsplash at Rear & Right End
6.(1) Integral Drainboard on Left End
7.(3)14 gauge 15-1/2" x 24" x 14" deep Sinks
8.(1) Fisher Model #3253 Faucet with 12" Spout
a)By Kemlee Mfg.
9.(1) Fisher Pre Rinse Model #2210-with Wall Bracket
a)By Kemlee Mfg.
10.(3) Fisher Model #22306 Lever Drains Complete with Overflows
a)Drains by Kemlee Mfg.
11.InSinkErator Disposalwith 12"Cone
a)Provided by KEC
b)ConeWelded by Kemlee Manufacturing
c)KEC to Provide Coneto Kemlee
12.14 gauge Stainless Steel Disposal Bracket
13.Stainless Steel VerticalSink CoverStorage
14.Rod Supports for Sink Cover
15.(3) Stainless Steel Sink Coverswith Finger Holes
16.Stainless Steel Sockets, Legs, Rails and Feet
17.Stainless Steel Underbracing and Sound Deaden
18.Unit to be Built to NSF Standard
19.KEC to Refer to Kemlee Drawings
20.KEC to Verify all Dimensions
#3HOT FOOD SERVING COUNTER
1
required
1.Duke Manufacturing
2.Model E304-25SS
3.AeroServ Stainless Steel Hot Food Unit
4.Electric
Item continues
May 1, 2014 Page 1of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
5.60"L, 24.5"W, 36"H
6.Special Modified Top
7.16gauge Stainless Steel Top
8.Counter Top Options
9.(4) Stainless Steel Sealed Heat Wells
10.20 gauge Stainless Steel Body & Undershelf
11.Drains
12.Copper Manifolds
13.(1)Brass Valve
14.Infinite Controls
15.208v/60/1-ph, 3600 watts, 17.3 amps
16.6 ft. Electric Cord and Plug; NEMA L6-30P
17.(1) ACA-SET4 Casters
a)Set of 4
b)Swivel Type
c)(2)with Brakes(2) without Brakes
d)5" diameter
e)Gray
f)Polyurethane Tires
g)In lieu of Standard Legs
18.(1) Solid Trayslide
a)12.25" wide
b)16 gauge Stainless Steel
c)(2)Rubbing Tracks
d)(2) Stainless Steel HingedBrackets
e)Mounted 34" high (KEC to Verify Height)
f)Located on Student’s Side
19.(1) 7" wide Stainless Shelf/Cutting Board
a)18gauge Stainless Steel
b)On (3) Stainless Steel HingedBrackets
c)Mounted Flush to Counter Top (KEC to Verify Height)
d)Located on Operator’sSide
20.(1) #956-460-4Serving Shelf w/Glass Protector Panel
a)18gauge300SeriesStainless Shelf
b)10.5"wide, 20"high, 58.5"long
c)3/4" square Stainless Tube Posts
d)1/4" thick Glass Panel
e)1/4" Acrylic End Guards
21.(1) Bring Shut-Off Valve Forward Mounting just below
Control Apron
22.Refer to Duke Drawing #58772Sheets 1 & 2on FS-3
23.KEC to Verify Field Dimensions
May 1, 2014 Page 2of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
#4COLD FOOD SERVING COUNTER
1
required
1.Duke Manufacturing
2.Model 316-25SS-N7
3.AeroServ Stainless Steel Cold Food Unit
4.56.5x21.75" Opening
5.60"L, 24.5"W, 36"H
6.10" deep Cold Pan Linerin lieu of Standard Depth
7.20 gauge Stainless Steel Body & Undershelf
8.Special Modified Top
9.16gauge Stainless Steel Top
10.1" Brass Drain &Plug
11.6' Cord & Plug
12.120v/60/1-ph, 60 cycle, 1 ph, 1/4 , 5.2 amps, R134A,
HP
NEMA #5-15P
13.Mechanical Cold Pan Options
14.Counter Top Options
15.4'Flexible Drain Hose for Draining into Owner Supplied Pan
16.(1) ACA-SET4 Casters
a)Set of 4
b)Swivel Type
c)2 with Brakes
d)5" diameter
e)Gray
f)Polyurethane Tire
g)In lieu of Standard Legs
17.(1) Solid Trayslide
a)12.25" wide
b)16 gauge Stainless Steel
c)(2)Rubbing Tracks
d)(2)Stainless Steel HingedBrackets
e)Mounted 34" high (KEC to Verify Height)
f)Located on Student’s Side
18.(1) 7" wide Stainless Shelf/Cutting Board
a)18gauge Stainless Steel
b)(3) Stainless Steel HingedBrackets
c)Mounted Flush to Counter Top (KEC to Verify Height)
d)Located on Operator’s Side
19.(1) #838-1SNBuffet Shelf & Breath Guard on (1) Side
a)58.5" long
b)WithOUT Lights
c)18 gauge Stainless Shelf
d)10.5"wide, 20"high, 58.5"long
e)3/4" square Stainless Tube Posts
f)Stainless Guard Brackets
Itemcontinues
May 1, 2014 Page 3of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
g)Stainless Edge Trim
h)1/4" Tempered Glass Guard Piece
i)1/4" Acrylic End Guards
20.Refer to Duke Drawing #58772Sheets 1 & 2on FS-3
21.KEC to Verify Field Dimensions
# 5
1CASHIER’SSTAND
required
1.Duke Manufacturing
2.Model TCS-30SS
3.Thurmaduke Stainless Steel Cashier Stand
4.36"L, 32"W, 36"H
5.Mobile
6.Flat Top 16 gauge Stainless Top
7.20 gauge Stainless Steel Body and Partial Undershelf
8.Stainless Steel Tube Foot Rest
9.(4) 5" diameter Gray Poly Swivel Casters
a)(2)with Brakes(2) without Brakes
10.With Drawer
a)Stainless Steel Face & Frame
b)24.375"x20"x3.5" deep Stainless Steel Liner
c)Roller Slides
d)Black Pull Handle (TCS-DR)
11.Cylinder Lock and Keys (TCS-LK)
12.(1) Solid Stainless Steel Trayslide
a)16 gauge Stainless Steel
b)(2)Rubbing Tracks
c)On (2) Stainless Steel HingedBrackets
13.TrayslideLocated Opposite Cashier
14.Special Body Modifications
15.Special Body Length
16.MODIFY TO 36"LONG
17.Refer to Duke Drawing #58772Sheets 1 & 2on FS-3
18.KEC to Verify Field Dimensions
# 6COLD FOOD SERVING COUNTER
1
required
1.Duke Manufacturing
2.Model 316-25SS-N7
3.AeroServ Stainless Steel Cold Food Unit
4.56.5x21.75" Opening
5.60"L, 24.5"W, 36"H
6.10" deep Cold Pan Liner in lieu of Standard Depth
7.20 gauge Stainless Steel Body & Undershelf
8.Special Modified Top
9.16 gauge Stainless Steel Top
Item continues
May 1, 2014 Page 4of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
10.1" Brass Drain & Plug
11.6' Cord & Plug to meet UL
12.120v/60/1-ph, 60 cycle, 1 ph, 1/4 , 5.2 amps, R134A,
HP
NEMA #5-15P
13.Mechanical Cold Pan Options
14.Counter Top Options
15. 4' Flexible Drain Hose for Draining into Owner Supplied Pan
16.(1) ACA-SET4 Casters
a)Set of 4
b)Swivel Type
c)2 with Brakes
d)5" diameter
e)Gray
f)Polyurethane Tire
g)In lieu of Standard Legs
17.(1) Solid Trayslide
a)12.25" wide
b)16 gauge Stainless Steel
c)(2) Rubbing Tracks
d)(2)Stainless Steel Hinged Brackets
e)Mounted 34" high (KEC to Verify Height)
f)Located on Student’s Side
18.(1) 7" wide Stainless Shelf/Cutting Board
a)18 gauge Stainless Steel
b)(3) Stainless Steel Hinged Brackets
c)Mounted Flush to Counter Top (KEC to Verify Height)
d)Located on Operator’s Side
19.(1) #838-1SN Buffet Shelf & Breath Guard on (1) Side
a)58.5" long
b)WithOUT Lights
c)18 gauge Stainless Shelf
d)10.5"wide, 20"high, 58.5"long
e)3/4" square Stainless Tube Posts
f)Stainless Guard Brackets
g)Stainless Edge Trim
h)1/4" Tempered Glass Guard Piece
i)1/4" Acrylic End Guards
20.Refer to Duke Drawing #58772Sheets 1 & 2on FS-3
21.KEC to Verify Field Dimensions
# 7HOT FOOD SERVING COUNTER
1
required
1.Duke Manufacturing
2.Model E304-25SS
3.AeroServ Stainless Steel Hot Food Unit
Item continues
May 1, 2014 Page 5of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
4.Electric
5.60"L, 24.5"W, 36"H
6.Special Modified Top
7.16 gauge Stainless Steel Top
8.Counter Top Options
9.(4) Stainless Steel Sealed Heat Wells
10.20 gauge Stainless Steel Body & Undershelf
11.Drains
12.Copper Manifolds
13.(1) Brass Valve
14.Infinite Controls
15.208v/60/1-ph, 3600 watts, 17.3 amps
16.6 ft. Electric Cord and Plug; NEMA L6-30P
17.(1) ACA-SET4 Casters
a)Set of 4
b)Swivel Type
c)(2) with Brakes (2) without Brakes
d)5" diameter
e)Gray
f)Polyurethane Tires
g)In lieu of Standard Legs
18.(1) Solid Trayslide
a)12.25" wide
b)16 gauge Stainless Steel
c)(2) Rubbing Tracks
d)(2) Stainless Steel Hinged Brackets
e)Mounted 34" high (KEC to Verify Height)
f)Located on Student’s Side
19.(1) 7" wide Stainless Shelf/Cutting Board
a)18 gauge Stainless Steel
b)On (3) Stainless Steel Hinged Brackets
c)Mounted Flush to Counter Top (KEC toVerify Height)
d)Located on Operator’s Side
20.(1) #956-460-4 Serving Shelf w/Glass Protector Panel
a)18 gauge 300 Series Stainless Shelf
b)10.5"wide, 20"high, 58.5"long
c)3/4" square Stainless Tube Posts
d)1/4" thick Glass Panel
e)1/4" Acrylic End Guards
21.(1) Bring Shut-Off Valve Forward Mounting just below
Control Apron
22.Refer to Duke Drawing #58772 Sheets 1 & 2 on FS-3
23.KEC to Verify Field Dimensions
May 1, 2014 Page 6of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
# 8WORK TABLE
1
required
1.Kemlee Manufacturing
2.304 Grade Stainless Steel
3.14 gauge Stainless Steel 30" x 48" Stainless Steel Top
4.1-1/2" Turn Down with 1/2" at 75 Degrees at all Sides
5.(1) 20" x 20" x 5" deep Utility Drawer
a)With Lock
6.18 gauge Stainless Steel Full Length Undershelf
7.Stainless Steel Sockets & Legs
8.(4) Component Hardware #13-4150 & #13-1451
Stem Type Casters
a)(2) With Brakes & (2) Without Brakes
9.Sound Deaden
10.Unit to be Built to NSF Standard
11.KEC to Refer to Kemlee Drawings
12.KEC to Verify all Dimensions
#9MILK CABINET
1
required
1.By Milk Vendor
2.NIKEC
#10REACH-IN REFRIGERATOR/FREEZER
1
required
1.Beverage Air
2.Model HBRF49-1
3.Horizon Series Refrigerator/Freezer
4.Dual Temp
5.Freezer Left Side / Refrigerator Right Side
6.Reach-In
7.Two-Section
8.49 cu.ft.
9.(1) Right-Hand Hinged Solid DoorHinged Right
10.(1) Left-Hand Hinged Solid DoorHinged Left
11.(6) Adjustable Shelves
12.Electronic Control
13.Digital Display
14.Bottom-Mounted Self-Contained Refrigeration
15.Stainless Steel Interior and Exterior
16.UL, CUL, UL-EPH, EnergyStar®
17.(1) set 6" Heavy Duty Casters
a)(2) Locking, standard
18.Freezer 115v/60/1-ph,10.9amps1/2
HP
19.Refrigerator 115v/60/1-ph, 5.8 amps 1/3
HP
20.Three-Year Parts and Labor Warranty
21.(1) Additional Two-Year Compressor Warranty
22.KEC to Verify Field Dimensions
May 1, 2014 Page 7of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
# 11FLATTOP UTILITY SERVING COUNTER
1
required
1.Duke Manufacturing
2.Model 318-25SS
3.AeroServ Solid Top Unit
4.Utility Counter
5.18"L, 24.5"W, 36"H
6.16 gauge Stainless Steel Top in lieu of standard
7.20gauge Stainless Steel Body
8.20 gauge Stainless Steel Intermediate & Bottom Shelf
9.Counter TopOptions
10.(1) ACA-SET4 Casters
a)Setof (4)
b)Swivel Type
i)(2)with Brakes
c)5" diameter
d)Gray
e)Polyurethane Tire in lieu of standard Legs
11.Solid Trayslide
a)12.25" wide
b)16 gauge Stainless Steel
c)(2) Rubbing Tracks
d)(2) Stainless Steel Hinged Brackets
e)Mounted 34" high (KEC to Verify Height)
f)Located on Student’s Side
12.(1) 7" wide Stainless Shelf/Cutting Board
a)18 gauge Stainless Steel
b)On (2) Stainless Steel Hinged Brackets
c)Mounted Flush to Counter Top (KEC to Verify Height)
d)Located on Operator’s Side
13.Refer to Duke Drawing #58772 Sheets 1 & 2 on FS-3
14.KEC to Verify Field Dimensions
# 12FLAT TOP UTILITY SERVING COUNTER
1
required
1.Duke Manufacturing
2.Model 318-25SS
3.AeroServ Solid Top Unit
4.Utility Counter
5.18"L, 24.5"W, 36"H
6.16 gauge Stainless Steel Top in lieu of standard
7.20 gauge Stainless Steel Body
8.20 gauge Stainless Steel Intermediate & Bottom Shelf
9.Counter Top Options
10.(1) ACA-SET4 Casters
a)Set of (4)
Item continues
May 1, 2014 Page 8of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
b)Swivel Type
i)(2)with Brakes
c)5" diameter
d)Gray
e)Polyurethane Tire in lieu of standard Legs
11.Solid Trayslide
a)12.25" wide
b)16 gauge Stainless Steel
c)(2) Rubbing Tracks
d)(2) Stainless Steel Hinged Brackets
e)Mounted 34" high (KEC to Verify Height)
f)Located on Student’s Side
12.(1) 7" wide Stainless Shelf/Cutting Board
a)18 gauge Stainless Steel
b)On (2) Stainless Steel Hinged Brackets
c)Mounted Flush to Counter Top (KEC to Verify Height)
d)Located on Operator’s Side
13.Refer to Duke Drawing #58772 Sheets 1 & 2 on FS-3
14.KEC to Verify Field Dimensions
# 13EXHAUST HOOD
1
required
1.Avtec
2.(1) Model CH-60-60-3A
a)CANOPY HOOD
b)60"L X 60"D
c)1250Exhaust
CFM
d)(1) 10X10 Collar @ 0.75SP
e)60" L 60"D 30"H
f)(1) VDD -EXHAUST ONLY CANOPY HOOD
i)All Stainless Steel Exhaust Only Canopy
ii)Complete with Grease Removal Device
iii)UL Listed Light Fixtures
iv)UL Listed to UL-710 Standards
v)Builtto NFPA-96 Requirements
g)30 FRONT HOOD HEIGHT QTY=INCHES
h)(1)Research Products Stainless Filters
i)16 IN Tall
i)(2) GLOBE LIGHTS
j)(1) Duct Collars
i)10 EXHAUST COLLAR DEPTH
ii)10 EXHAUST COLLAR WIDTH
k)(1)1 SWITCH PREWIRED TO LIGHTS + 1 FAN
SWITCH (Field Wired)
Item continues
May 1, 2014 Page 9of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
3.(1) Model AS INT0801 Thermal Exhaust Interlock Assembly
4.(1) Model EP 12-60-60TRIM PANEL
a)12"H X 60"D X 60 "L
5.(1)Model 503078-60 WALL PANEL
a)78" x 60"
b)60 QUANTITY IN INCHES
6.(1) Model ANFI-3.0G ANSUL
a)ANSUL 3.0 GALLON R102
b)Field Installed System
7.(1) Model AS FSPERMIT-1FIRE SUPPRESSION PERMIT
CHARGE
a)1 SYSTEM
8.Refer to Avtec Drawingon FS-2
# 14DOUBLE DECKCONVECTION OVEN
1
required
1.Vulcan
2.Model VC66ED
3.Electric
4.Double-Deck
5.Bakery Depth
6.Solid StateControls
7.60-minute Timer
8.8" high Legs
9.Stainless Steel Front, Top and Sides
10.Stainless Steel Doors with Windows
11.12.5Each Section
KW
12.(1) set Casters in lieu of Standard Legs
13.(2) DRIPPAN-SSDD Drip Pan
a)PerSection
b)Stainless Steel
14.208v/60/3ph, 70 amps Total
15.1Year Limited Parts & Labor Warranty
# 15HAND SINK
1
required
1.SPG International
2.Model DI-101410-3SPL
3.Side Splashes
4.Drop-In
5.With Faucet &Basket Drain
6.KEC to Coordinate with Millwork Fabricator
May 1, 2014 Page 10of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
# 16DISPOSAL
1
required
1.InSinkErator
2.Model SS-100-12A-MRS
3.SS-100Complete Disposer Package
4.12"diameter Bowl
5.6-5/8"diameter Inlet
6.Removable Splash Baffle & Reversible Bowl Cover
7.1
HP
8.Stainless Steel Construction
9.Syphon Breaker
10.Solenoid Valve
11.Flow Control Valve
12.Manual Reverse Switch
13.208/60/3 2.2 amps
14.1-Year Parts & Labor Warranty
15.KEC to Ship 12" Bowl to Kemlee Mfg. for Welding
May 1, 2014 Page 11of 12
Foodservice Equipment Written Specifications
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
For Foodservice Equipment Mechanical and Electrical Rough-Ins, See Mechanical
Engineer’s and Electrical Engineer’s Drawings and Specifications
All Rough-Ins and Final Connections of Foodservice Equipment are by the Plumbing
Contractor and Electrical Contractor
Two Years Parts and Labor Warrantyon all Foodservice Equipment
Five Year Compressor Warranty on Refrigerated Equipment
KEC to furnish Owner complete list (name, address and phone number) of service agencies
or companies for all equipment supplied
FACTORY CONTACTS:
AvtecKemlee Mfg.
Mark KlostermanRick Roberts
(314) 853-2775(620) 783-5035
Beverage AirSPG
Brian PetersonVulcan
(515) 981-9897Todd Burlis
(515) 480-9265(636) 391-0086
(515) 975-0792
Duke Equipment
InSinkErator
Emilie Coburn
(636) 394-5548
May 1, 2014 Page 12of 12
Foodservice Equipment Written Specifications
Project Specifications VOLUME 2
Project Number: 13297000 May 1, 2014
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
INCORPORATED
200 FIFTH AVENUE SE
SUITE 201
CEDAR RAPIDS, IOWA 52401
(319) 363-6018
FAX: (319) 363-7349
Set Number:
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
TABLE OF CONTENTS
VOLUME 1
DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS
00 01 02 PROJECT INFORMATION 2
00 01 07 SEALS PAGE 2
00 11 10 NOTICE OF HEARING 1
00 11 13 NOTICE TO BIDDERS 3
00 21 13 INSTRUCTIONS TO BIDDERS 1
00 22 13 SUPPLEMENTARY INSTRUCTIONS TO BIDDERS 2
00 22 15 SPECIAL INSTRUCTIONS 1
00 25 13 PRE-BID CONFERENCE 1
00 31 00 AVAILABLE PROJECT INFORMATION 1
GEOTECHNICAL ENGINEERING REPORT 53
00 41 13 BID FORM 3
00 43 13 SUPPLEMENTS TO BID FORMS 1
00 44 14 SUBSTITUTION REQUEST FORM 3
00 52 00 AGREEMENT FORM 1
00 61 13 BONDS AND CERTIFICATES 1
00 72 00 GENERAL CONDITIONS 1
00 73 00 SUPPLEMENTARY CONDITIONS 9
BACKGROUND CHECK FORMS 4
00 73 10 SPECIAL CONDITIONS 1
DIVISION 01 - GENERAL REQUIREMENTS
01 10 00 SUMMARY 2
01 20 00 PRICE AND PAYMENT PROCEDURES 5
01 22 00 UNIT PRICES 2
01 23 00 ALTERNATES 1
01 30 00 ADMINISTRATIVE REQUIREMENTS 8
TERMS AND CONDITIONS FOR USE OF ELECTRONIC FILES FORM 2
01 32 16 CONSTRUCTION PROGRESS SCHEDULE 4
01 40 00 QUALITY REQUIREMENTS 3
01 40 50 STRUCTURAL TESTS AND SPECIAL INSPECTIONS 9
01 42 16 DEFINITIONS 1
01 45 40 MOCK-UP REQUIREMENTS 4
01 50 00 TEMPORARY FACILITIES AND CONTROLS 5
01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL 5
01 60 00 PRODUCT REQUIREMENTS 4
01 70 00 EXECUTION AND CLOSEOUT REQUIREMENTS 12
01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL 4
01 78 00 CLOSEOUT SUBMITTALS 4
01 79 00 DEMONSTRATION AND TRAINING 2
DIVISION 03 - CONCRETE
03 30 00 CAST-IN-PLACE CONCRETE 9
03 35 11 CONCRETE FLOOR FINISHES 4
03 41 00 PRECAST CONCRETE HOLLOW CORE PLANKS 9
DIVISION 04 - MASONRY
04 20 00 UNIT MASONRY 11
04 43 01 STONE MASONRY VENEER 4
DIVISION 05 - METALS
05 12 00 STRUCTURAL STEEL FRAMING 5
PAGE 1
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
05 21 00 STEEL JOIST FRAMING 4
05 31 00 STEEL DECKING 4
05 40 00 COLD FORMED METAL FRAMING 5
05 50 00 METAL FABRICATIONS 4
05 51 00 METAL STAIRS AND RAILINGS 6
DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES
06 10 00 ROUGH CARPENTRY 3
06 41 00 ARCHITECTURAL WOOD CASEWORK 5
DIVISION 07 - THERMAL AND MOISTURE PROTECTION
07 14 00 FLUID-APPLIED WATERPROOFING 4
07 21 00 THERMAL INSULATION 3
07 26 00 UNDER-SLAB VAPOR BARRIER 3
07 27 13 WATER BARRIER MEMBRANE SYSTEM 6
07 41 13 METAL ROOF PANELS 5
07 42 13 FORMED METAL WALL PANELS 5
07 42 64 ALUMINUM COMPOSITE WALL PANELS 8
07 53 00 ELASTOMERIC MEMBRANE ROOFING 7
07 62 00 SHEET METAL FLASHING AND TRIM 3
07 72 00 ROOF ACCESSORIES 3
07 84 00 FIRESTOPPING 3
07 90 05 JOINT SEALANTS 5
DIVISION 08 - OPENINGS
08 11 13 HOLLOW METAL DOORS AND FRAMES 6
08 14 16 FLUSH WOOD DOORS 3
08 44 13 GLAZED ALUMINUM CURTAIN WALLS 9
08 71 00 DOOR HARDWARE 40
08 80 00 GLAZING 5
DIVISION 09 - FINISHES
09 21 16 GYPSUM BOARD ASSEMBLIES 6
09 30 00 TILING 4
09 51 00 ACOUSTICAL CEILINGS 3
09 64 66 WOOD ATHLETIC FLOORING 3
09 65 00 RESILIENT FLOORING 4
09 66 23 RESINOUS MATRIX TERRAZZO FLOORING (ADD-ALTERNATE #3) 4
09 68 13 TILE CARPETING 3
09 84 00 FABRIC WRAPPED PANELS 2
09 90 00 PAINTING AND COATING 6
09 94 10 ARCHITECTURAL FINISH FILMS 4
09 96 00 HIGH-PERFORMANCE COATINGS 2
DIVISION 10 - SPECIALTIES
10 11 01 VISUAL DISPLAY BOARDS 2
10 14 00 BUILDING SIGNAGE 2
10 21 13.19 SOLID SURFACE TOILET COMPARTMENTS 2
10 21 23 CUBICLE CURTAINS 2
10 22 13 WIRE MESH PARTITIONS 3
10 28 00 TOILET ACCESSORIES 2
10 44 00 FIRE PROTECTION SPECIALTIES 2
10 51 00 LOCKERS 3
10 75 00 FLAGPOLES 2
PAGE 2
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
DIVISION 11 - EQUIPMENT
11 40 00 FOODSERVICE EQUIPMENT – REFERENCE DOCUMENTS 1
FOODSERVICE GENERAL CONDITIONS – REFERENCE DOCUMENT 8
FOODSERVICE EQUIPMENT WRITTEN SPECIFICATIONS – REFERENCE
DOCUMENT 12
11 66 23 GYMNASIUM EQUIPMENT 4
11 66 53 GYMNASIUM DIVIDERS 3
DIVISION 12 - FURNISHINGS
12 24 13 ROLLER WINDOW SHADES 3
12 36 00 COUNTERTOPS 2
12 48 13 ENTRANCE FLOOR MATS AND FRAMES 1
12 66 13 TELESCOPING BLEACHERS 5
12 93 13 SITE FURNISHINGS 2
DIVISION 14 – CONVEYING EQUIPMENT
14 60 00 HOISTS AND TROLLY 2
VOLUME 2
DIVISION 21 - FIRE SUPPRESSION TABLE OF CONTENTS
21 00 10 FIRE SUPPRESSION GENERAL PROVISIONS 9
21 05 00 COMMON WORK RESULTS FOR FIRE SUPPRESSION 2
21 05 53 IDENTIFICATION FOR FIRE PROTECTION PIPING AND EQUIPMENT 4
21 10 00 WATER-BASED FIRE-SUPPRESSION SYSTEMS 6
DIVISION 22 - PLUMBING TABLE OF CONTENTS
22 00 10 PLUMBING GENERAL PROVISIONS 10
22 05 00 COMMON WORK RESULTS FOR PLUMBING 2
22 05 13 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT 2
22 05 19 METERS AND GAGES FOR PLUMBING PIPING 2
22 05 23 GENERAL-DUTY VALVES FOR PLUMBING PIPING 3
22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT 4
22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT 4
22 07 00 PLUMBING INSULATION3
22 11 16 DOMESTIC WATER PIPING 7
22 11 23 DOMESTIC WATER PUMPS 3
22 13 16 SANITARY WASTE AND VENT PIPING 5
22 13 19 SANITARY WASTE PIPING SPECIALTIES 1
22 14 13 FACILITY STORM DRAINAGE PIPING 4
22 14 29 SUMP PUMPS AND PIPING 3
22 31 00 DOMESTIC WATER SOFTNERS 3
22 33 00 ELECTRIC DOMESTIC WATER HEATERS 2
22 40 00 PLUMBING FIXTURES 4
22 45 00 EMERGENCY PLUMBING FIXTURES 1
22 47 00 DRINKING FOUNTAINS AND WATER COOLERS1
DIVISION 23 - HEATING, VENTILATING AND AIR CONDITIONING (HVAC)
23 00 10 HVAC GENERAL PROVISIONS 11
23 05 00 COMMON WORK RESULTS FOR HVAC2
23 05 13 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT 3
23 05 16 EXPANSION FITTINGS AND LOOPS FOR HVAC PIPING 2
23 05 19 METERS AND GAUGES FOR HVAC PIPING 2
23 05 23 GENERAL-DUTY VALVES FOR HVAC PIPING 2
23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT 4
PAGE 3
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
23 05 48 VIBRATION CONTROLS FOR HVAC PIPING AND EQUIPMENT 4
23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT 4
23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC 7
23 07 00 HVAC INSULATION 5
23 09 00 INSTRUMENTATION AND CONTROL FOR HVAC16
23 21 13 HYDRONIC PIPING 12
23 21 13.33GROUND HEAT EXCHANGER 7
23 21 23 HYDRONIC PUMPS 5
23 31 13 METAL DUCTS 10
23 31 16 NONMETAL DUCTS 3
23 33 00 AIR DUCT ACCESSORIES 4
23 34 16 CENTRIFUGAL HVAC FANS 3
23 36 00 AIR TERMINAL UNITS 2
23 37 13 DIFFUSERS, REGISTERS, AND GRILLES 1
23 38 13 COMMERCIAL KITCHEN EXHAUST EQUIPMENT 3
23 72 00 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT 4
23 81 46 WATER-SOURCE UNITARY HEAT PUMPS 6
DIVISION 26 - ELECTRICAL
26 00 10 ELECTRICAL GENERAL PROVISIONS 9
26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES 3
26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS 4
26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS 3
26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS 7
26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS 3
26 05 73 SHORT-CIRCUIT/COORDINATION STUDY/ARC FLASH HAZARD ANALYSIS 7
26 24 13 SWITCHBOARDS 4
26 24 16 PANELBOARDS 4
26 27 26 WIRING DEVICES 3
26 28 15 MOTOR AND SERVICE DISCONNECTS 2
26 29 13 ENCLOSED CONTROLLERS 2
26 29 23 VARIABLE-FREQUENCY MOTOR CONTROLLERS 5
26 33 53 UNINTERRUPTIBLE POWER SUPPLY 6
26 43 13 SURGE PROTECTIVE DEVICES FOR LOW-VOLTAGE ELECTRICAL 3
POWER CIRCUITS
26 51 00 INTERIOR LIGHTING 5
26 82 39 ELECTRIC HEATERS 2
DIVISION 27 - TELECOMMUNICATIONS
27 00 10 TELECOMMUNICATIONS GENERAL PROVISIONS 11
27 10 00 TELECOMMUNICATIONS GROUNDING AND BONDING 4
27 11 00 TELECOMMUNICATIONS CABLING AND EQUIPMENT 7
27 12 00 TELECOMMUNICATIONS TESTING AND DOCUMENTATION 5
27 40 00 AUDIO VIDEO SYSTEM 3
27 50 00 INTERCOM SYSTEM 3
27 51 00 RESCUE ASSISTANCE SYSTEM 2
27 60 00 SCHOOL CLOCK SYSTEM 2
DIVISION 28 - ELECTRONIC SAFETY AND SECURITY
28 00 10 ELECTRONIC SAFETY AND SECURITY GENERAL PROVISIONS 8
28 31 00 FIRE ALARM AND DETECTION SYSTEM (ADDRESSABLE) 14
28 50 00 ACCESS CONTROL CABLING AND EQUIPMENT 3
28 60 00 CAMERAS, VIDEO SURVEILLANCE 2
28 65 00 PROGRAMMING, SAFETY AND SECURITY SYSTEMS 3
28 71 00 INTRUSION DETECTION EQUIPMENT AND CABLING 3
PAGE 4
IOWA CITY COMMUNITY SCHOOL DISTRICT PROJECT NO. 13297000
SOUTH ELEMENTARY SCHOOL
IOWA CITY, IOWA
28 75 00 INTRUSION DETECTION PROGRAMMING 2
DIVISION 31 –EARTHWORK
31 10 00 SITE CLEARING 3
31 20 00 EARTH MOVING FOR BUILDINGS AND STRUCTURES 5
31 22 00 GRADING 4
31 23 16 EXCAVATION 2
31 23 16.13TRENCHING 4
31 23 23 FILL 4
DIVISION 32 – EXTERIOR IMPROVEMENTS
32 11 23 AGGREGATE BASE COURSES 3
32 12 16 ASPHALT PAVING 2
32 13 13 CONCRETE PAVING 4
32 17 23 PAINTED PAVEMENT MARKINGS 3
32 31 13 CHAIN LINK FENCES AND GATES 3
32 33 50 COLORED CONCRETE 4
32 92 19 SEEDING 4
32 92 23 SODDING 3
32 93 00 PLANTS 5
DIVISION 33 – UTILITIES
33 05 13 MANHOLES AND STRUCTURES 2
33 11 16 SITE WATER UTILITY DISTRIBUTION PIPING 4
33 13 00 DISINFECTING OF WATER UTILITY DISTRIBUTION 2
33 31 11 SITE SANITARY UTILITY SEWERAGE PIPING 8
33 41 11 SITE STORM UTILITY DRAINAGE PIPING 3
33 46 00 SUBDRAINAGE 2
PAGE 5
°
°°
°
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
·
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
SECTION 312000-EARTH MOVINGFOR BUILDINGS AND STRUCTURES
PART 1 -GENERAL
1.1SUMMARY
A.Section Includes:
1.Excavating and backfilling for buildings and structures.
1.2DEFINITIONS
A.Borrow Soil: Satisfactory soil imported from off-site for use as fill or backfill.
B.Excavation: Removal of material encountered above subgrade elevations and to lines and
dimensions indicated.
1.Authorized Additional Excavation: Excavation below subgrade elevations or beyond
indicated lines and dimensions as directed by Architect. Authorized additional excavation
and replacement material will be paid for according to Contract provisions for changes in
the Work.
2.Unauthorized Excavation: Excavation below subgrade elevations or beyond indicated
lines and dimensions without direction by Architect. Unauthorized excavation, as well as
remedial work directed by Architect, shall bewithout additional compensation.
C.Fill: Soil materials used to raise existing grades.
D.Structures: Buildings, footings, foundations, retaining walls, slabs, tanks, curbs, mechanical
and electrical appurtenances, or other man-made stationary features constructed above or
below the ground surface.
E.Subgrade: Uppermost surface of an excavation or the top surface of a fill or backfill
immediately below drainage course or topsoil materials.
F.Drainage Course:Free-draining crushedaggregate layer supporting the slab-on-grade that also
minimizes upward capillary flow of pour water.
1.3QUALITY ASSURANCE
A.Preexcavation Conference: Conduct conference at Project site.
1.4PROJECT CONDITIONS
A.Utility Locator Service: Notify utility locator service for area where Project is located before
beginning earth moving operations.
B.Do not commence earth moving operations until plant-protection measures specified are in
place.
EARTH MOVING FOR BUILDINGS AND STRUCTURES312000-1
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
PART 2 -PRODUCTS
2.1SOIL MATERIALS
A.General: Provide borrow soil materials when sufficient satisfactory soil materials are not
available from excavations.
B.Satisfactory Soils: Soil Classification GroupsGW, GP, GM, SW, SP, GC, SC, and SM
according to ASTMD2487 or a combination of these groups; free of rock or gravel larger than
1-1/2inches(38mm)in any dimension, debris, waste, frozen materials, vegetation, and other
deleterious matter.
C.Unsatisfactory Soils: Soil Classification GroupsCL, ML, OL, CH, MH, OH, and PT according to
ASTMD2487, or a combination of these groups.
1.Unsatisfactory soils also include satisfactory soils not maintained within -3to +3 percent
of optimum moisture content at time of compaction.
D.StructuralFill: Naturally or artificially graded mixture of natural or crushed gravel, crushed
stone, and natural sand; ASTMD2940; with at least 100percent passing a 1-1/2-inch(37.5-
mm)sieve and not more than 12 percent passing a No.200(0.075-mm)sieve.
E.Drainage Course:Clean, wellgraded mixture of washed crushed stone, or crushed or
uncrushed gravel; ASTM 448; coarse-aggregate grading size 52, with 100 percent passing a 1-
inch (25.4 mm) sieve and 0 to 6percent passing a No. 200(0.075mm) sieve. Thickness shall
be a minimum of 6 inches or as indicated on the drawings.
2.2ACCESSORIES
A.Warning Tape: Acid-and alkali-resistant, polyethylene film warning tape manufactured for
marking and identifying underground utilities, 6 inches(150 mm)wide and 4 mils(0.1 mm)thick,
continuously inscribed with a description of the utility; colored to comply with local practice or
requirements of authorities having jurisdiction.
B.Detectable Warning Tape: Acid-and alkali-resistant, polyethylene film warning tape
manufactured for marking and identifying underground utilities, a minimum of 6 inches(150
mm)wide and 4 mils(0.1 mm)thick, continuously inscribed with a description of the utility, with
metallic core encased in a protective jacket for corrosion protection, detectable by metal
detector when tape is buried up to 30 inches(750 mm)deep; colored to comply with local
practice or requirements of authorities having jurisdiction.
PART 3 -EXECUTION
3.1PREPARATION
A.Protect structures, utilities, sidewalks, pavements, and other facilities from damage caused by
settlement, lateral movement, undermining, washout, and other hazards created by earth
moving operations.
B.Protect and maintain erosion and sedimentation controls during earth moving operations.
EARTH MOVING FOR BUILDINGS AND STRUCTURES312000-2
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
C.Protect subgrades and foundation soils from freezing temperatures and frost. Remove
temporary protection before placing subsequent materials.
3.2EXCAVATION, GENERAL
A.Unclassified Excavation: Excavate to subgrade elevations regardless of the character of
surface and subsurface conditions encountered. Unclassified excavated materials may include
rock, soil materials, and obstructions. No changes in the Contract Sum or the Contract Time
will be authorized for rock excavation or removal of obstructions.
1.If excavated materials intended for fill and backfill include unsatisfactory soil materials
and rock, replace with satisfactory soil materials.
3.3EXCAVATION FOR STRUCTURES
A.Excavate to indicated elevations and dimensions within a tolerance of plus or minus 1 inch(plus
or minus ½ inch below slabs). If applicable, extend excavations a sufficient distance from
structures for placing and removing concrete formwork, for installing services and other
construction, and for inspections.
1.Excavations for Footings and Foundations: Do not disturb bottom of excavation.
Excavate by hand to final grade just before placing concrete reinforcement. Trim bottoms
to required lines and grades to leave solid base to receive other work.
2.Provide Over excavation and backfill for footings as directed by the Geotechnical
Engineer.
3.4SUBGRADE INSPECTION
A.After slab subgrade rough grade has been established and during building foundation
excavations, the exposed soils shall be visually reviewed and and test probed by a qualified
geotechnical representative. Any loose or otherwise unsuitable materials identified shall be
removed and replaced with properly placed and compacted structural fill.
B.Reconstruct subgrades damaged by freezing temperatures, frost, rain, accumulated water, or
construction activities, as directed by Geotechnical Consultant, Architector Engineer, without
additional compensation.
3.5UNAUTHORIZED EXCAVATION
A.Fill unauthorized excavationswith structural fill.
3.6STORAGE OF SOIL MATERIALS
A.Stockpile borrow soil materials and excavated satisfactory soil materials without intermixing.
Place, grade, and shape stockpiles to drain surface water. Cover to prevent windblown dust.
1.Stockpile soil materials away from edge of excavations. Do not store within drip line of
remaining trees.
EARTH MOVING FOR BUILDINGS AND STRUCTURES312000-3
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
3.7SOIL FILL
A.Plow, scarify, bench, or break up sloped surfaces steeper than 1vertical to 4 horizontal so fill
material will bond with existing material.
B.Place and compact fill material in layers torequired elevations.
3.8SOIL MOISTURE CONTROL
A.Uniformly moisten or aerate subgrade and each subsequent fill or backfill soil layer before
compaction to within -3 to +3percent of optimum moisture content.
1.Do not place backfill or fill soil material on surfaces that are muddy, frozen, or contain
frost or ice.
2.Remove and replace, or scarify and air dry, otherwise satisfactory soil material that
exceeds optimum moisture content by +3percent and is too wet to compact to specified
dry unit weight, without additional compensation.
3.9COMPACTION OF SOIL BACKFILLS AND FILLS
A.Place backfill and fill soil materials in layers not more than 9inches(229mm)in loose depth for
material compacted by heavy compaction equipment, and not more than 4 inches(100 mm)in
loose depth for material compacted by hand-operated tampers.
B.Place backfill and fill soil materials evenly on all sides of structures to required elevations, and
uniformly along the full length of each structure.
C.Compact soil materials to not less than the percentages of maximum dry unit weight according
to ASTMD698as indicated in the geotechnical report.
3.10GRADING
A.General: Uniformly grade areas to a smooth surface, free of irregular surface changes. Comply
with compaction requirements and grade to cross sections, lines, and elevations indicated.
B.Grading inside Building Lines: Finish subgrade to a tolerance of 1inch(25mm)when tested
with a 10-foot(3-m)straightedge.
3.11FIELD QUALITY CONTROL
A.Testing Agency: The Owner will engage a qualified independent testing and inspecting agency
to perform field tests and inspections and prepare test reports as identified in Specification
Section 01 40 50 –Structural Tests and Special Inspections.
B.Contractor shall be responsible for scheduling and shall notify the Testing Agency a minimum of
24hours prior to any required placement testing and/or when an inspection is needed.
C.Allow testing agency to inspect and test subgrades and each fill or backfill layer. Proceedwith
subsequent earth moving only after test results for previously completed work comply with
requirements.
EARTH MOVING FOR BUILDINGS AND STRUCTURES312000-4
IOWA CITY COMMUNITY SCHOOL DISTRICT
SOUTHELEMENTARY SCHOOLOPN PROJECT NO. 132970000
IOWA CITY, IOWA
D.Testing Agency will report test results promptly and in writing to Contractor and Architect.
E.Tests of fillmaterials may be performed at any time to ensure conformance with specified
requirements.
F.When testing agency reports that subgrades, fills, or backfills have not achieved degree of
compaction specified, scarify and moisten or aerate, or remove and replace soil materials to
depth required; recompact and retest until specified compaction is obtained, at no additional
cost.
G.Additional testing and inspecting, at Contractor's expense, will be performed to determine
compliance of replaced or additional work with specified requirements.
3.12PROTECTION
A.Protecting Graded Areas: Protect newly graded areas from traffic, freezing, and erosion. Keep
free of trash and debris.
B.Repair and reestablish grades to specified tolerances where completed or partially completed
surfaces become eroded, rutted, settled, or where they lose compaction due to subsequent
construction operations or weather conditions.
C.Where settling occurs before Project correction period elapses, remove finished surfacing,
backfill with additional soil material, compact, and reconstruct surfacing.
1.Restore appearance, quality, and condition of finished surfacing to match adjacent work,
and eliminate evidence of restoration to greatest extent possible.
3.13DISPOSAL OF SURPLUS AND WASTE MATERIALS
A.Remove surplus satisfactory soil and waste materials, including unsatisfactory soil, trash, and
debris, and legally dispose of them off Owner's property.
END OF SECTION
EARTH MOVING FOR BUILDINGS AND STRUCTURES312000-5