CITY OF HIAWATHA IOWA LIBRARY IT, COMMUNICATIONS …The City of Hiawatha Iowa is seeking proposals...

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CITY OF HIAWATHA IOWA LIBRARY IT, COMMUNICATIONS AND DATA TECHNOLOGY PACKAGE FOR THE

HIAWATHA LIBRARY RENOVATION AND EXPANSION PROJECT

2019-2020

The City of Hiawatha and the Hiawatha Library Board of Trustees have completed its design and specifications for the Hiawatha Public Library renovation and expansion project located at its currently location at 150 Willman Street. The Hiawatha Public Library Board of Trustees entered into a construction agreement with Garling Construction of Cedar Rapids, Iowa on March 12, 2019. Construction begins this month. The project will be completed in two phases. Phase I begins with a 13,457 square feet expansion, Following the expansion, materials and equipment will be moved to the newly constructed portion of the library, and Phase II renovates the existing 8,543 square-foot structure. The project will include design review of the expansion and renovation of the building to determine the best approach to meet the IT, Communications and Data Technology needs of the building, patrons and staff. Upon determining those needs the bid process will include materials, equipment, installation and the appropriate cost associated. The expectations for the IT, Communications, and Data Technology needs in the facility will include but not limited to:

1. A close working relationship between the city’s IT firm, Fusion Architects and City Staff in the planning, design, implementation of the technology infrastructure for the renovated/expanded facility.

2. Planning related to short, intermediate and long-term IT, Communications and Data issues and needs within the Library.

3. Assessment of existing Public Library IT systems and ---peripherals relating to compatibility issues and uses.

4. Configuration of the server closet, data cable and data ports access control system(s) in construction of Phase I and Phase II of Public Library Renovation and Expansion and in coordination with telephone and other structural utilities.

5. Relocation and instillation of existing Public Library IT systems and peripherals. 6. Garling Construction as per contract will provide future equipment pathways (conduit), data

receptacles (outlets) ad wiring, controls touch screens in the community room, wall and floor boxes and receptacles, door position switches tied to fire alarm, rough in and cabling for camera, rough-in for card readers, rough-in for power supplies, doorbell with speaker, wireless routers, panic buttons and ADA door actuators and openers.

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REQUEST FOR PROPOSALS CITY OF Hiawatha

2019-2020 Hiawatha Public Library IT, Communication, Data Technology Needs Assessment, IT/ Network Transfer, Installation, and Maintenance

The City of Hiawatha Iowa is seeking proposals from qualified firms to perform a general needs assessment, transfer/move, installation, set up, maintenance and long term planning of an Internal IT Network and all associated system elements and peripherals related to the expansion and renovation of the City of Hiawatha Iowa Public Library located at 150 West Willman Street – Hiawatha, Iowa. The City requests a pre-submittal meeting with the Consultants to be scheduled the morning of May 29, 2019. The proposal shall include services and recommendations as designated in the scope of services. Written proposals must be submitted to the City of Hiawatha Iowa, City Administrators Office no later than June 4, 2019. Each submittal shall include the following minimum information: • Four bound originals of the completed proposal.

• Name, address, telephone number (voice and fax), and e-mail of the firm’s primary contact.

• A description of previous firm experience with IT System set up, maintenance and planning

including references containing Name, telephone number (voice and fax), and e-mail of primary contacts.

• Information about the personnel who will be performing the anticipated work, the qualifications and experience on similar projects of the personnel, a listing of similar types of projects and references for said projects.

• Examples of any completed projects of similar nature.

• List of any sub-consultants to be used and the work they will perform.

• A comprehensive approach to the proposed work and a detailed timeline showing completion of the required scope of services.

• Summary of the firm’s ability to provide personnel to meet the proposed schedule. Some additional noteworthy items:

• City of Hiawatha has purchased a new phone system in 2019 and we will use the existing system, moving the phones as necessary. The phone system is a NEC VOIP system (communication with Technicom regarding phones is critical)

• Work with contractor to utilize existing cabling as allowed. • Audio/visual system is not part of this RFP • Consistency of service and uptime is critical

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• Email is very important. • Communication with the library software is critical. • The City of Hiawatha’s facilities are currently connected to a fiber ring owned by the City and

managed by ImOn • Most current workstations will be moved to expansion. • The library’s construction is a fourteen-month timeline broke into two phases. Communications

with the City’s contractor and IT representative will determine implementation and installation schedule

• Garling is the General Contractor • Justice Electric Co. is the Electrical Contractor • Fusion Architects, Inc. is the Architect and Jake Allen and Wade Squires are the contacts for

questions.

Selection shall be by Quality Based Selection, including proposal review, and reference checks. Evaluation factors to be used by the Selection Committee shall include specific expertise and availability of key personnel, grasp of project requirements, past performance, cost proposal, approach to performing services, qualifications, and references from previous clients. The selection process will include interviews. The project will include design review of the expansion and renovation of the building to determine the best approach to meet the IT, Communications and Data Technology needs of the building, patrons and staff. Upon determining those needs the bid process will include materials, equipment, installation and the appropriate cost associated. City Clerk will receive bids on June 4, 2019 at Hiawatha City Hall at 10:00 A.M. Bids will be received and opened at a public meeting as provided in the posted notice and the results of said bids shall be considered at the meeting of this Board on June 11, 2019 at 7:00 P.M. The selection process will include interviews for those who provide a reasonable, responsible and responsive proposal. The City of Hiawatha/Public Library Board of Trustees is not committed to entering an agreement or contract regarding the scope of services included in this proposed request. The City of Hiawatha/Public Library Board of Trustees reserves the right to reject any and / or all proposals and to discontinue contract negotiations at any time without bias. The City of Hiawatha/Public Library Board of Trustees is not financially responsible for any costs incurred in the preparation of a proposal. The Scope of Services may not include all services required to complete the project. The consultant shall be responsible for determining the extent of information needed to reach an appropriate project completion. If you have any questions regarding this request for proposal, and to schedule a pre-proposal meeting, please direct calls to:

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Kim Downs City Administrator Hiawatha Public Library 101 Emmons Street Hiawatha, Iowa 52233 Phone: 319-393-1515 ext. 523 E-Mail: [email protected]

mailto:cityadmin@

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2019 - 2020 HIAWATHA PUBLIC LIBRARY IT SYSTEM ASSESSMENT AND RELOCATION

Scope of Services SECTION 1 – Information Collection

1. Gather and review all existing IT information from the City of Hiawatha Public Library and other resources regarding the following:

a. Existing Servers b. Existing Desktop PC’s c. Existing Printers and associated equipment d. Existing Firewalls e. Existing Modems (DSL or other) f. Existing Operating Systems g. Existing Programs/ Software/ Including Inter-Departmental data flow. h. Other miscellaneous items associated with IT System

2. Evaluate information collected and address any needs. 3. Consult with Fusion Architects, Inc. – Design Architect, regarding Office layouts and

configurations. SECTION II – Existing IT System Assessment and Recommendations

1. Provide for present, intermediate and long-term IT planning. 2. Address any Hardware, Software and Internet compatibility issues. 3. Present recommendations for immediate Hardware, Software, configuration, system

communication and Security needs. SECTION III – Design Server Closet(s) (see attached floor plan(s)) and Data Port Connections; building access control hardware and software

1. Meet with Fusion Architects, Inc. - Design Architects for server closet configuration. 2. Design Data Cable routing and data port locations for specific uses. 3. Utilize minimum CAT 5 Data Cable. 4. Coordinate with existing telephone and other structural utilities. 5. Plan for future expansion and future personnel. 6. Test system configuration.

SECTION IV – Relocation to Expanded and Remodeled Public Library

1. Plan and organize movement of existing IT systems from present Public Library to the expansion for the remodeling of the old portion of the building. Also plan and organize

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movement of existing IT systems back to remodeled portion of the library. Provide for minimum shut down time of Library IT System.

2. Install existing Servers, Desktops, and peripherals in Expanded and Remodeled Public Library. 3. Install any necessary system/software upgrades or additions to System, Servers, Desktops,

Peripherals or programs. 4. Relocate and Install ICOP Server and associated peripherals if required. 5. Test and Certify System as operational.

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I hearby 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 architect under the laws of the State of Iowa.

Pages or sheets covered by this seal

Registration expires Date issued

DateWade Squiers

June 30, 2019 November 07, 2011


Registration expires

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I hereby certify that the portion of this technical submission described below was prepared by me or under my supervision and responsible charge. I am a duly Licensed Engineer under the laws of the State of Iowa.

License renewal date Registration No.

Benjamin J. Long

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December 31, 2018 16525

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Brian D. Vogel

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December 31, 2019 18714



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Kevin J. Bruxvoort

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December 31, 2019 19927



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Patrick D. Forinash

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DATE REMARKS

1950 BOYSON RD.HIAWATHA, IOWA 52233

319.393.9011877.393.9022

www.Fusion-Architects.com

STRUCTURAL / MEP ENGINEERBLUESTONE ENGINEERING9119 NORTHPARK DR.JOHNSTON, IA 50131515-727-0700

CIVIL ENGINEERHALL & HALL ENGINEERS, INC.1860 BOYSON RD.HIAWATHA, IA 52233319.362.9548

CONSULTANTS:

DRAWN BY:

APPROVED BY:

KEY PLAN

ALL REPORTS, PLANS, SPECIFICATIONS, COMPUTER FILES, FIELD DATA, NOTES AND OTHER DOCUMENTS AND INSTRUMENTS PREPARED BY FUSION ARCHITECTS, INC. AS INSTRUMENTS OF SERVICE SHALL REMAIN THE PROPERTY OF FUSION ARCHITECTS, INC. FUSION ARCHITECTS, INC. SHALL RETAIN ALL COMMON LAW, STATUTORY AND OTHER RESERVED RIGHTS, INCLUDING THE COPYRIGHT THERETO.

C 2016 FUSION ARCHITECTS, INC.

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03/15/2019 CONSTRUCTION DOCUMENTS

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HIAWATHA PUBLIC LIBRARY RENOVATION AND EXPANSIONCONSTRUCTION DOCUMENTS - 03/15/2019

SHEET INDEX

SHEET NUMBER SHEET NAME

0. GENERALG000 TITLE SHEETG100 CODE COMPLIANCEG101 WALL TYPES & ASSEMBLIESG102 ADA STANDARDS

1.0 CIVILC100 COVERC200 GENERAL NOTES & DETAILSC300 PHASING PLANC400 EXISTING SITE CONDITIONS AND REMOVAL PLANC500 SITE GRADING, EROSION CONTROL & SWPPPC600 SITE UTILITY PLANC700 SITE PAVING PLANL100 LANDSCAPE PLAN

1.1 DEMOD100 DEMOLITION PLANSD101 DEMOLITION ELEVATIONS

1.2 SITE PLANAS100 ARCHITECTURAL SITE PLAN

2. ARCHITECTURALA100 LOWER LEVEL CONSTRUCTION PLANA101 MAIN LEVEL CONSTRUCTION PLANA102 ROOF PLANA200 EXTERIOR ELEVATIONSA300 BUILDING SECTIONSA310 WALL SECTIONSA311 WALL SECTIONSA312 WALL SECTIONSA313 WALL SECTIONSA400 LOWER LEVEL REFLECTED CEILING PLANA401 MAIN LEVEL REFLECTED CEILING PLANA500 ENLARGED CONSTRUCTION PLANSA510 ELEVATOR PLAN AND SECTIONSA520 STAIR PLAN & SECTIONSA600 LOWER LEVEL FINISH PLANA601 MAIN LEVEL FINISH PLANA610 FINISH SCHEDULE AND DETAILSA700 INTERIOR ELEVATIONSA701 INTERIOR ELEVATIONSA702 INTERIOR ELEVATIONSA703 INTERIOR ELEVATIONSA800 OPENINGS SCHEDULEA801 OPENING DETAILSA900 CASEWORK PROFILESA901 DETAILSA902 DETAILSA903 DETAILSA904 DETAILSA905 DETAILSA906 DETAILS

3.0. STRUCTURALS001 GENERAL NOTESS100 FOUNDATION PLANSS101 FLOOR FRAMING PLANS102 ROOF FRAMING PLANS500 FOUNDATION DETAILSS501 FLOOR FRAMING DETAILSS502 ROOF FRAMING DETAILS

4. MECHANICALM000 MECHANICAL COVER SHEET

MD101 MECHANICAL DEMOLITION PLANM100 MECHANICAL LOWER LEVEL PLANM101 FIRST FLOOR HVAC PLANM200 MECHANICAL ENLARGED PLANSM300 MECHANICAL DETAILSM400 MECHANICAL DETAILSM401 CONTROLS DETAILSM500 MECHANICAL SCHEDULESM501 MECHANICAL SCHEDULES

6. PLUMBINGPD000 PLUMBING UNDERFLOOR DEMOLITION PLANPD101 PLUMBING DEMOLITION PLANP000 PLUMBING UNDERFLOOR PLANP100 PLUMBING LOWER LEVEL PLANP101 PLUMBING MAIN LEVEL PLANP300 PLUMBING DETAILSP301 PLUMBING DETAILSP500 PLUMBING MATERIAL LIST AND SCHEDULES

7. FIRE SUPPRESSIONF100 FIRE PROTECTION LOWER AND MAIN LEVEL PLANF101 FIRE PROTECTION ATTIC PLANF300 FIRE PROTECTION DETAILSF500 FIRE PROTECTION MATERIAL LIST AND SCHEDULES

8. ELECTRICALEDS101 ELECTRCIAL SITE PLAN DEMOLITIONES101 ELECTRICAL SITE PLANED101 ELECTRICAL DEMOLITION PLANE101 LIGHTING LOWER LEVEL PLANE102 LIGHTING MAIN LEVEL PLANE103 POWER LOWER LEVEL PLANE104 POWER MAIN LEVEL PLANE105 SYSTEMS LOWER LEVEL PLANE106 SYSTEMS MAIN LEVEL PLANE300 ELECTRICAL DETAILSE500 ELECTRICAL PANEL SCHEDULESE501 ELECTRICAL SCHEDULEST100 TECHNOLOGY LOWER LEVEL PLANT101 TECHNOLOGY MAIN LEVEL PLANT200 TECHNOLOGY ENLARGED PLANST300 TECHNOLOGY DETAILST500 TECHNOLOGY SCHEDULES

1. DO NOT SCALE THE DRAWINGS2. ALL WORK SHALL COMPLY WITH ALL APPLICABLE BUILDING CODES, ORDINANCES, AND REGULATIONS AS

ADOPTED BY LOCAL AUTHORITIES HAVING JURISDICTIONS AND IN FORCE AT TIME OF CONSTRUCTION.3. CONSTRUCTION NOTES APPLY TO ALL TRADES. THESE NOTES ARE PROVIDED FOR GENERAL PROJECT

INFORMATION AND ARE TO BE APPLIED TO ALL AREAS OF THE PROJECT WHERE WORK IS BEING COMPLETED.4. THE GENERAL CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND JOB CONDITIONS PRIOR TO BIDDING THE

WORK AND SHALL REPORT TO THE ARCHITECT IMMEDIATELY ANY DISCREPANCIES OR OMISSIONS WHICH WOULD INTERFERE WITH SATISFACTORY COMPLETION OF WORK

5. THE GENERAL CONTRACTOR IS TO VERIFY FIELD CONDITIONS PRIOR TO COMMENCEMENT OF EACH PORTION OF WORK

6. ALL CONSTRUCTION DRAWINGS AND SPECIFICATIONS ARE COMPLIMENTARY, AND WHAT IS CALLED FOR BY EITHER WILL BE BINDING AS IF CALLED FOR BY ALL. ANY WORK SHOWN OR REFERRED TO ON ANY SET OF DRAWINGS SHALL BE PROVIDED AS THOUGH SHOWN ON ALL RELATED DRAWINGS.

7. REFER TO STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS FOR ADDITIONAL NOTES AND SYMBOLS.

8. THE GENERAL CONTACTOR SHALL NOTIFY THE ARCHITECT IN WRITING OF ANY DISCREPANCIES BETWEEN THE DRAWINGS, THESE NOTES, ANY SPECIFICATIONS, AND FIELD CONDITIONS BEFORE COMMENCING ANY WORK AND REQUEST CLARIFICATION.

9. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR THE COORDINATION OF ALL WORK BY ALL TRADES, INCLUDING THOSE PROVIDED AND DIRECTED BY THE OWNER.

10. ALL WORK NOTED “BY OTHER” OR “N.I.C.” IS TO BE ACCOMPLISHED BY A CONTRACTOR OTHER THAN THE GENERAL CONTRACTOR AND IS NOT TO BE PART OF THE CONSTRUCTION AGREEMENT. THE GENERAL CONTRACTOR IS TO COORDINATE WITH THE “OTHER” CONTRACTOR AS REQUIRED.

11. ALL CONSTRUCTION ACTIVITIES SHALL BE COORDINATED WITH THE OWNER TO MINIMIZE DISRUPTION OF THE NORMAL DAILY FUNCTIONS OF THE OWNER’S OCCUPIED AREAS (IF APPLICABLE.)

12. CONTRACTORS SHALL CONSULT PLANS OF ALL TRADES FOR OPENINGS AND ROUGH-INS THROUGH SLABS, WALLS, CEILINGS, AND ROOFS FOR DUCTS, PIPES, CONDUITS, CABINETS AND EQUIPMENT, AND SHALL VERIFY SIZE AND LOCATION BEFORE PROCEEDING WITH WORK.

13. CONTRACTOR SHALL COORDINATE WITH ALL OWNER FURNISHED ITEMS AND PROVIDE ALL REQUIRED MECHANICAL AND ELECTRICAL CONNECTIONS, INCLUDING STUB OUTS FOR NEW OR FUTURE WORK INDICATED.

14. THE GENERAL CONTRACTOR IS RESPONSIBLE FOR INSURING THE SUBCONTRACTORS ARE BIDDING AND CONSTRUCTING FROM A COMPLETE SET OF THE MOST CURRENT SET OF DRAWINGS.

15. THE GENERAL CONTRACTOR SHALL MAINTAIN A CURRENT AND COMPLETE SET OF CONSTRUCTION DRAWINGS ON SITE DURING ALL PHASES OF CONSTRUCTION FOR USE BY ALL TRADES.

16. ALL STRUCTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS ARE SUPPLEMENTARY TO THE ARCHITECTURAL DRAWINGS. FIXTURES AND FITTINGS, ELECTRICAL AND COMMUNICATION OUTLETS ETC., WHEN SHOWN ON THE ARCHITECTURAL DRAWINGS, ARE FOR LOCATION PURPOSES ONLY. IT SHALL BE THE RESPONSIBILITY OF EACH CONTRACTOR TO COORDINATE WITH THE ARCHITECTURAL DRAWINGS BEFORE INSTALLATION OF THEIR WORK. ANY DISCREPANCIES BETWEEN THE ARCHITECTURAL AND CONSULTING ENGINEER’S DRAWINGS SHALL BE BROUGHT TO THE ATTENTION OF THE ARCHITECT BY WRITTEN NOTIFICATION FOR CLARIFICATION. ANY WORK INSTALLED INCORRECT WITH THE ARCHITECT’S DRAWINGS SHALL BE CORRECTED AT THE CONTRACTOR’S EXPENSE AND AT NO EXPENSE TO THE OWNER.

17. THE CONTACTOR SHALL PROVIDE AND INSTALL COMPLETE SYSTEMS. ALL TRADES SHALL INSTALL SYSTEMS AND PRODUCTS IN CONFORMANCE WITH MANUFACTURER’S RECOMMENDATIONS AND FOLLOW BEST PRACTICES SPELLED OUT BY VARIOUS TRADE ASSOCIATIONS. IE: BIA – BRICK INDUSTRY ASSOCIATION, NABA – NATIONAL AIR BARRIER ASSOCIATION, ETC.

18. ROOM FINISH SCHEDULE SHALL NOT BE TAKEN AS A COMPLETE SPECIFICATION FOR ALL INTERIOR ROOM MATERIALS. HOWEVER, IT SHALL BE BINDING TO THE EXTENT OF THE MATERIAL IT DOES SPECIFY.

19. UNLESS OTHERWISE INDICATED, PLANS DIMENSIONS ARE TO THE COLUMN GRID LINES, NOMINAL FACE OF MASONRY, FACE OF STUDS, AND FACE OF CONCRETE WALLS.

20. “FLOOR LINE” AND LEVEL INDICATORS REFER TO THE TOP OF CONCRETE SLAB AND THE TOP OF SUBFLOOR IN WOOD CONSTRUCTION. FINISH FLOORING AND GYPCRETE ARE TO BE INSTALLED ABOVE THE FLOOR LINE. FOR DEPRESSED FLOORS AND CURBS, SEE STRUCTURAL DRAWINGS.

21. LINE OF GRADES SHOWN ON THE BUILDING ELEVATIONS AND SECTIONS ARE APPROXIMATE. REFER TO CIVIL DRAWINGS FOR FINAL GRADES.

22. WHERE A DOOR IS LOCATED NEAR A CORNER OF A ROOM AND IS NOT LOCATED BY A DIMENSION, ON PLAN OR DETAILS, THE DIMENSION SHALL BE 3” FROM THE FACE OF THE STUD (WALL) TO FACE OF ROUGH OPENING. THE DIMENSION SHALL BE 6” FROM FACE OF WALL TO EDGE OF ROUGH OPENING AT CONCRETE WALLS AND 4” AT CMU WALLS.

23. WALL, FLOOR, AND ROOF ASSEMBLIES WITH UL DESIGN NUMBERS SHALL BE CONSTRUCTED TO UL STANDARDS. PRODUCTS USED SHALL BEAR UL CLASSIFICATIONS WHERE REQUIRED BY THE UL DESIGN.

24. ALL FIRE RATED WALLS SHALL BE PERMANENTLY IDENTIFIED PER INTERNATIONAL BUILDING CODE CHAPTER 7. SIGNS OR STENCILS SHALL BE MIN 6” IN HEIGHT WITH RED LETTERING, EXCEPT R-2 OCCUPANCIES.

25. ALL PENETRATIONS AND OPENINGS SHALL MEET OR EXCEED WALL ASSEMBLY FIRE RATINGS REQUIREMENTS OF THE GOVERNING FIRE AUTHORITIES.

26. ALL LISTED METAL STUD DIMENSIONS, GAGE, AND THICKNESS ARE MINIMUMS AND ARE PROVIDED AS BASIS OF DESIGN. REFER TO STRUCTURAL DRAWINGS.

27. ALL INTERIOR STUD WALLS SHALL BE CONSTRUCTED TO ACHIEVE MINIMUM S.T.C. RATINGS AS INDICATED ON THE DRAWINGS.

28. INSTALL DEFLECTION TRACK AT ALL METAL STUD WALLS EXTENDING TO THE UNDERSIDE OF STRUCTURE WHERE DEFLECTION MAY OCCUR.

29. THE GENERAL CONTRACTOR SHALL INSTALL ANY AND ALL BLOCKING AND NAILERS REQUIRED IN WALLS AND OTHER ASSEMBLIES FOR THE PROPER INSTALLATION AND SUPPORT OF ALL EQUIPMENT AND ACCESSORIES.

30. PROVIDE ACOUSTIC SEALANT AT PERIMETER OF ALL ACOUSTIC WALLS.31. ACCESS MUST BE PROVIDED FOR ALL CONCEALED VALVES, DAMPER CONTROLS, FIRE DAMPER LINKAGE,

ELECTRICAL JUNCTION BOXES, ETC. OBTAIN ARCHITECT'S APPROVAL IN LOCATING ALL ACCESS DOORS PRIOR TO INSTALLATION.

32. ALL PIPING, CONDUITS, DUCTS, ETC., SHALL BE CONCEALED IN WALLS AT OCCUPIED SPACES UNLESS OTHER WISE DIRECTED. ALL EXPOSED LOCATIONS AND PATHS TO BE REVIEWED WITH DESIGN TEAM PRIOR TO INSTALLATION. EXPOSED DUCTS TO BE DOUBLE WALLED WITH EXTERIOR FINISH AS DIRECTED BY DESIGN TEAM.

33. ALL FLASHING SHALL BE DONE IN STRICT ACCORDANCE WITH THE FLASHING MANUFACTURER’S PUBLISHED SPECIFICATIONS AND DETAILS. THIS INCLUDES THE AMOUNT OF OVERLAP AND INSTALLATION OF DRIP EDGES, ETC.

GENERAL PROJECT NOTES

BUILDING PERSPECTIVE

INDEX OF DRAWINGS

PROJECT TEAMARCHITECT OF RECORD:

FUSION ARCHITECTS, INC.1950 BOYSON RD.HIAWATHA, IA 52233TEL: 319-393-9011CONTACT: JACOB ALLENEMAIL: [email protected]

CIVIL ENGINEER / LANDSCAPE:HALL AND HALL ENGINEERS, INC.1860 BOYSON RD.HIAWATHA, IA 52233TEL: 319-362-9548CONTAT: BRIAN VOGELEMAIL: [email protected]

STRUCTURAL ENGINEER:LONG ENGINEERING, LLCURBANDALE, IATEL: 515-669-4339CONTACT: BEN LONGEMAIL: [email protected]

MECHANICAL ENGINEER:BLUESTONE ENGINEERING9119 NORTHPARK DR.JOHNSTON, IA 50131TEL: 515-727-0700CONTACT: DENNIS FORINASHEMAIL: [email protected]

ELECTRICAL ENGINEER:BLUESTONE ENGINEERING9119 NORTHPARK DR.JOHNSTON, IA 50131TEL: 515-727-0700CONTACT: KEVIN BRUXVOORTEMAIL: [email protected]

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6

STUDY

L002

CONF. RML006

NON−FICTION

L001

WORK ROOM

L010

OFFICE

L012

OFFICE

L014

LACT.L016

BREAK ROOM

L018

STORAGE/HVACL020

2

A300

2

A300

3

A300

3

A300

1

A300

1

A300

________A500

4

________A500

1

L010

L012

L014

L016

5

A310

________A510

1

________A520

1

STORAGE

L005

WOMENS

L009

L003

L007

L020

1

A311

3

A311

1

A312

58'-0

"26

'-5 1

/2"

16'-0

"16

'-0"

5'-3

"3'

-4"

3

A312

MENS

L011

CUSTODIAL

L003

ITL007

9'-10"14

'-0"

10'-3

"

8'-10

1/2

"

4

A300

4

A300

5

A300

5

A300

________AS100

2

125'

-0 1

/2"

62'-8 1/2" 8'-9 1/2"

7'-0" 3'-4" 6'-5" 3'-4" 26'-10" 3'-4" 6'-5" 3'-4"

L018

L011

L009

L005

EXISTING UNEXCAVATED

3'-4"

7'-1

1 1/

2"10

'-5 1

/2"

10'-5

"5'

-4"

32'-3

1/2

"

10'-4 1/2" 11'-3" 11'-9" 10'-4"

CM

U

7'-4

"6'

-7 1

/2"

16'-0

"

2'-6" 9'-11" 7'-1 1/2" 8'-6"

MIN.

4'-0" CLR

90.00°

90.00°

A

A

B

B

C

C

E

E

G

G

2

4

5

15'-2 1/2" 3'-3 1/2" 10'-8" 4'-4" 9'-7 1/2" 19'-4 1/2" 10'-0" 12'-1"

29'-1

1"15

'-6 1

/2"

7'-6

"15

'-6"

6'-9

"11

'-1 1

/2"

14'-0

3/4

"6'

-3 1

/2"

7'-8

"6'

-1 3

/8"

D

D

10

9

J

J

8

H

H

1

3

7

F

F

11

EXISTING FOOTING

________A902

1

________A902

5

4

A905

________A902

2

MIN

.

4'-0

" C

LR

CONC. SLAB

EXISTING CONC.FOOTING

A

FF

F

A1

F

F

F

FF

FF

FF

3

A310 4

A310

________A902

4

2'-0" 133'-0" 2'-0"

W1

W1

2

A311

3'-8"

MAINTAIN

________A905

5

________A902

3

5'-1

0"13

'-8"

16'-0

"

8'-0

"

A1

6.5

2'-0

"

4'-10 1/2" 3'-4" 6'-8" 3'-4" 6'-0" 2'-8"

3'-4"3'

-2"

16'-0

"16

'-0"

16'-0

"5'

-3"

3'-4

"

5

A1A1

A1

A1

A1

A1

A1A1

AF

AA

A

A

A

A

A

F

6'-0

"

F1F1

A

F

5'-0"

F.E.C.

4

A311

SUMP PIT

EQUIPMENT PAD

FD

9'-4"

11'-3"

L002

L006

F. BOX

F. BOX

45.00° 45.00°

1

A310

2

A310

7'-0"

7" 7"

45.00°

LINE OF FRAMING ABOVE

FD

FD

FD

FD

FD

LINE INDICATES FOUNDATION WATERPROOFING SYSTEM

REFER TO STRUCT DWG'SFOR UNDER-PINNING DETAILS

10'-5" 33'-7"

2 1/2"

FD

A1

L001

STEP BRICK LEDGE - SEE EXTERIOR ELEVATIONS

SLAB FINISH ELEVATION 826.63'

FD

FD

FDC

2'-0

"

7'-0"

7'-0

"PRINTED

DATE REMARKS


319.393.9011877.393.9022




CONSULTANTS:

DRAWN BY:

APPROVED BY:

KEY PLAN




3/18

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MM

1/8" = 1'-0"1 LOWER LEVEL CONSTUCTION PLAN

0' 4' 8' 16'

CONSTRUCTION PLAN GENERAL NOTES

1. DIMENSIONS TO FACE OF STUD AT INTERIOR UNLESS OTHERWISE NOTED.2. DIMENSIONS TO FACE OF BRICK AT EXTERIOR UNLESS OTHERWISE NOTED.3. DOOR AND WINDOW OPENINGS ARE NOMINAL SIZES. G.C. TO COORDINATE R.O. & M.O. SIZES W/ WINDOW / DOOR MANUFACTURER.3. REFER TO SHEET G101 FOR INFORMATION ON ALL ASSEMBLIES. 4. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS AND REPORT ANY DISCREPENCIES TO ARCHITECT PRIOR TO STARTING CONSTRUCTION.5. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND PROJECT MANUAL TO DETERMINE LOCATIONS AND TYPES OF BLOCKING AND BRACING REQUIRED.6. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND PROJECT MANUAL FOR ALL OWNER FURNISHED ITEMS TO BE INSTALLED BY CONTRACTOR.

NORTH

Revision Schedule


DN

CRCR

AS

AS

AS

AS

TV

A2004

A200

A200

1

2

A200 3

DIR. OFFICE115

ADULT SERVICESOFFICE

119MECH.123

BOOK DROP

112VESTIBULE

100

WOMEN’S106

KITCHEN

105

COMMUNITYROOM

103

STAFF111

CHILDRENSTORAGE

144OFFICE142

CONF. RM

126

STUDY

124

FAMILY RR136

STORAGE134

YOUNG ADULTCOLLECTION

125

POPULARMATERIAL

120

LOUNGE

122

FICTIONCOLLECTION

110

CHILDRENCOLLECTION

140

CHILDSERVICES

130

CHILD WORK RM

132

2

A300

2

A300

3

A300

3

A300

1

A300

1

A300

________A520

2

________A500

3

________A510

2

________A500

7

115

123

112

103.1103.2

103B 103A

126124

142 144

5

A310

CIRCULATIONDESK

111A

BOOK SALE120B

COPY/PRINT120A

STORAGE113

MENS107

119

1

A311

3

A311

1

A312

3

A312

________A500

8

125'

-0 1

/2"

58'-0

"26

'-5 1

/2"

16'-0

"16

'-0"

5'-3

"3'

-4"

16'-7

1/2

"1'

-4"

6'-8

"1'

-4"

6'-8

"1'

-4"

6'-8

"17

'-4 1

/2"

1'-4

"6'

-8"

7'-6

"6'

-8"

4'-3

1/2

"4'

-8"

6'-8

"4'

-8"

4'-8

"6'

-8"

4'-8

"

7'-0" 53'-0"

3'-4" 6'-5" 3'-4" 26'-10" 3'-4" 6'-5" 3'-4"

60'-0"

208'-0"

4'-8" 6'-8" 8" 6'-8" 8" 6'-8" 7'-8" 6'-8" 8" 6'-8" 8" 6'-8" 17'-0" 136'-0"

4

A300

4

A300

48'-0

"12

'-0"

16'-0

"

76'-0

"

26'-0 1/2" 39'-5 1/2" 30'-0" 41'-0" 12'-0"

148'-0"

10'-5

1/2

"56

'-7"

16'-0

"16

'-0"

16'-0

"5'

-3"

3'-4

"

4'-8

1/2

"6'

-7"

4'-8

1/2

"4'

-8"

6'-8

"4'

-8"

16'-0

"

W1

CUSTODIAL102

COATS104

________A500

2

14'-3" 6'-1" 14'-4 1/2" 10'-2 1/2" 28'-2" 10'-11" 7'-9" 32'-9 1/2" 8'-0" 13'-6 1/4" 19'-0 1/2" 9'-11 1/2" 30'-11 1/4"

________A500

5

12'-0

"13

'-6"

10'-2

5/8

"22

'-2 3

/4"

45.00°

PRE−FUNCTION

101

5

A300

5

A300

STORAGE

103A

STORAGE

103B

136

100.4

100.5

102

106

105.1

107

A

A

B

B

C

C

E

E

G

G

2

4

5

D

D

10

9

J

J

8

H

H

1

3

7

F

F

140

11

________A500

6

________A901

2

________A901

6

ALTERNATE No. 1:OPERABLE PARTITION

3'-4" 12'-0" 10'-2" 10'-2" 12'-0" 3'-4"

3

A310

________A901

5

________A901

8

________A901

11

29'-1

1"15

'-6 1

/2"

7'-6

"15

'-6"

6'-9

"11

'-1 1

/2"

14'-0

3/4

"6'

-3 1

/2"

7'-8

"6'

-1 3

/8"

5'-5

"5'

-6 3

/4"

2'-3

3/4

"8'

-0"

B1F

B1

FB1B1

B1

40'-3

"6'

-9"

3'-0

"

________A902

9

W1

W1

W1

W1

W2

W2

W2

W2 W2 W2 W2 W2 W2

ALIGN

135.

00°

90.00°

45.0

0°

90.00°

45.00°

15'-2 1/2" 3'-3 1/2" 10'-8" 4'-4" 9'-7 1/2" 19'-4 1/2" 10'-0" 12'-1"

4'-4" 13'-8" 8'-2 3/4" 12'-0" 25'-6 3/4" 42'-3" 45'-11 1/2" 1'-0"

________A901

10

________A902

13

________A902

12

ELEV.

W3

12'-0

"

INFILL w/ NEW WD STUD & BRICK VENEER

INSTALL NEW WINDOW IN EXISTING WALL

12'-0

"

12'-5

"

EXISTING PATCH WALL EXISTING

12'-7 1/2" 6'-11 1/4"

10'-5

3/4

"

18'-0"

10'-0"

15'-2"

2'-2"

21'-8

1/2

"

8'-4

3/4"

9'-9"

________A901

9

3'-4

1/2"

3'-0"

8'-0"

FD 9

A906

____________

11

A900

____________

B

B1B1

EXISTING PIPE COLUMNS

3'-4

"7'

-1 1

/2"

28'-10 1/2"11 1/2"

11 1/2"

INFILL w/ NEW WD STUD & BRICK VENEER

4

A310

8'-7"6'-0

"

W1

W4

W4

W4

W1

2

A311

6.5

134

4'-8

1/2

"6'

-7"

4'-8

1/2

"

110

A

A1

A

A1

B1 B1

K K

BUMPER RAILS

BUMPER RAILS

11

A906

____________

A1

A1

AA

A1A1

A1

A1

B

A1

AA

A

A

A1

A1

A1

A1

A1

A1

A

A

A1

K

K

K

K

A

F. BOX

F. BOX

F. BOXF. BOXF. BOX

F. BOXF. BOXF. BOX

F. BOX

10'-2 5/8"

NEW GYP ON PERIMETER WALLS

F. BOXF. BOX

F.E.C.

F.E.

C.

EXISTING CONCRETE SLAB PATCH & REPAIR

F. BOX

F. BOX

F. BOX F. BOX

F. BOX

F. BOX

F. BOX F. BOX

4

A311

1

A310

2

A310

2

A312

GROMMETS

A1

9'-1

1"

W5

103.5

103.6

103.3

103.4

100.2

100.1

100.3

4'-0 1/2"

CENTER WALLON GRIDLINE 3'-0"

3'-0"5'-4 1/2"

CONCRETE SLAB ONMETAL DECKINGSEE STRUCT.

90.00°

16'-7 3/4"

43'-0 1/2"38

'-9 1

/4"

7'-0"

7"

SHAFTL019

3'-1

1 7/

8"

3

A400

____________

4884OPENING

A2007

3684OPENING

2'-0

"

ALIGN

A1

A1

A

105.3105.2

A1

A1

7HM

8HM

A1

EXISTING FOUNDATION BELOW

5'-8

"5'

-8"

6'-0

" 2'-8"2'-8"

3'-6

"

7'-0"7'-0"

3'-6

"

DF

EQ EQ EQ EQ

4'-0

"

5'-0

"

25'-0"

27'-6

"

PRINTED

DATE REMARKS


319.393.9011877.393.9022




CONSULTANTS:

DRAWN BY:

APPROVED BY:

KEY PLAN




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1/8" = 1'-0"1 MAIN LEVEL CONSTRUCTION PLAN

0' 4' 8' 16'


1. DIMENSIONS TO FACE OF STUD AT INTERIOR UNLESS OTHERWISE NOTED.2. DIMENSIONS TO FACE OF BRICK AT EXTERIOR UNLESS OTHERWISE NOTED.3. DOOR AND WINDOW OPENINGS ARE NOMINAL SIZES. G.C. TO COORDINATE R.O. & M.O. SIZES W/ WINDOW / DOOR MANUFACTURER.3. REFER TO SHEET G101 FOR INFORMATION ON ALL ASSEMBLIES. 4. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS AND REPORT ANY DISCREPENCIES TO ARCHITECT PRIOR TO STARTING CONSTRUCTION.5. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND PROJECT MANUAL TO DETERMINE LOCATIONS AND TYPES OF BLOCKING AND BRACING REQUIRED.6. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND PROJECT MANUAL FOR ALL OWNER FURNISHED ITEMS TO BE INSTALLED BY CONTRACTOR.

NORTH

Revision Schedule


A2004

A200

1

A200 3

2

A300

2

A300

3

A300

3

A300

1

A300

1

A300

1

A311

3

A311

4

A300

4

A300

5

A300

5

A300

REPLACE EXISTINGASPHALT SHINGLESTO MATCH NEW

3

A310

6" /

12"

6" /

12"

6" / 12"

6" /

12"

6" / 12"6" / 12"

6" / 12"

6" / 12"6" / 12"

7'-0" 38'-4" 7'-0"

64'-0

"20

'-5 1

/2"

22'-0

"16

'-0"

8'-0

"

71'-11 3/4" 142'-0 1/4"

3'-4" 3'-6"

10'-4"

130'

-5 1

/2" RIDGE VENT

29'-0"

29'-0

"

CRICKET

TAPERED CRICKET

13'-6

"22

'-0"

16'-0

"8'

-0"

3'-6" 62'-4"

RIDGE VENT

EXISTINGPATCH

NEW ASPHALT SHINGLE ROOF

ALUM. GUTTER & FASCIA

2

A311

RIDGE VENT - VERIFY OPENING ON EXISTING ROOF RIDGE

12

A903

____________

5

A904

____________

6" / 12"

66'-0

"16

'-0"

7'-6

"

3'-6

"59

'-0"

3'-6

"12

'-6"

3'-6

"1'

-10"

2'-8

"3'

-0"

36'-0" 53'-0"

3'-6" 29'-0" 3'-6"

8" 27'-8" 8"

3'-0" 21'-8" 3'-0"

49'-6" 3'-6"

3'-0" 23'-0" 3'-0"

3'-0

"23

'-0"

3'-0

"

59'-0"

3'-4" 52'-4" 3'-4"

3'-6"

3'-6" 3'-6" 3'-6" 31'-4" 3'-6" 3'-6" 3'-6"

3'-6"

3'-6

"15

'-0"

3'-6

"12

'-6"

3'-6

"4'

-6"

3'-6

"

3'-6" 135'-0" 3'-6"3'-6" 68'-6"

3'-6

"57

'-0"

3'-6

"3'

-6"

15'-0

"3'

-6"

12'-6

"3'

-6"

4'-6

"3'

-6"

7'-6

"16

'-0"

3'-0

"2'

-8"

1'-1

0"3'

-6"

12'-6

"3'

-6"

EXISTING GUTTER

ALTERNATE NO. 3REPLACE GUTTER & FASCIA

FACE OF SHEATHING BELOW, TYP.



SLOPE 6" / 12"

SLO

PE 6

" / 1

2"

SLOPE 6" / 12"

SLO

PE 6

" / 1

2"

DRAINAGE SCUPPER

3" /

12"

________A102

1

A2007

A200

2

EXISTING PLYWOOD DRAFTSTOPPING IN ATTIC

G J

8

H

7

1

A313

3

A313

2

A313

6.5

SLOPE 4" / 12"SLOPE 4" / 12"

SLO

PE 6

" / 1

2"

SLO

PE 6

" / 1

2"

SLO

PE 3

" / 1

2"

SLOPE 6" / 12"

24'-0"

6" 23'-0" 6"

11 1/2" 10'-0" 12'-1" 11 1/2"

24'-0

"

9 5/

8"6'

-9"

15'-6

"11

3/8

"

6"23

'-0"

6"

16'-9

"4'

-0"

1'-3

"

4'-9" 4'-0" 13'-3"

OPEN TO BELOW

CRICKET

TAPERED CRICKET

DOWN SPOUT FROM ROOF ABOVE, EXTEND TO ROOF GUTTER BELOW

3/4" PLYWOOD DECKINGON 2X FRAMING, REFER TO STURCT DWG'S

LINE OF SHEATHING BELOW

1

A904

____________

5

A904

____________

PRINTED

DATE REMARKS


319.393.9011877.393.9022




CONSULTANTS:

DRAWN BY:

APPROVED BY:

KEY PLAN




3/18

/201

9 3:

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MM

NORTH

0' 4' 8' 16'


1. DIMENSIONS TO FACE OF STUD AT INTERIOR UNLESS OTHERWISE NOTED.2. DIMENSIONS TO FACE OF SHEATHING AT EXTERIOR UNLESS OTHERWISE NOTED.3. DOOR AND WINDOW OPENINGS ARE NOMINAL SIZES. G.C. TO COORDINATE R.O. & M.O. SIZES W/ WINDOW / DOOR MANUFACTURER.3. REFER TO SHEET G101 FOR INFORMATION ON ALL ASSEMBLIES. 4. CONTRACTOR SHALL VERIFY IN FIELD ALL EXISTING CONDITIONS AND REPORT ANY DISCREPENCIES TO ARCHITECT PRIOR TO STARTING CONSTRUCTION.5. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND PROJECT MANUAL TO DETERMINE LOCATIONS AND TYPES OF BLOCKING AND BRACING REQUIRED.6. CONTRACTOR SHALL EXAMINE ALL DRAWINGS AND PROJECT MANUAL FOR ALL OWNER FURNISHED ITEMS TO BE INSTALLED BY CONTRACTOR.

1/8" = 1'-0"2 ROOF PLAN

1/4" = 1'-0"1 UPPER TOWER PLAN

Revision Schedule


2

2

22

2

2

2

WAP

WAP

S

AS

W

TV

FB1

A

A

B

B

C

C

E

E

G

G

22

44

55

6 6

D

D

1010

99

88

11

33

77

F

F

1111

1

T200

S

TV-3

DIGITAL SIGNAGE

NON-FICTION L001

STORAGE/HVAC L020

WORK ROOM L010

OFFICE L012

OFFICE L014

BREAK ROOM L018

LACT. L016

CONF. RM L006

STUDY L002

CUSTODIAL L003

IT L007

STORAGE L005

MENS L011

WOMENS L009

Room A191

Room A172

bluestoneengineering

9119 Northpark DriveJohnston, IA 50131515-727-0700FAX 515-727-0777Project #: 117-095

BLUESTONE MEP RESERVES PROPRIETARY RIGHTS, INCLUDING COPYRIGHTS, TO THIS DRAWING AND THE DATA SHOWN THEREON. SAID DRAWING AND/OR DATA ARE THE EXCLUSIVE PROPERTY OF BLUESTONE MEP AND SHALL NOT BE USED OR REPRODUCED FOR ANY OTHER PROJECT WITHOUT THE EXPRESS WRITTEN APPROVAL AND PARTICIPATION OF BLUESTONE MEP. © 2019 BLUESTONE MEP

PRINTED

DATE REMARKS


319.393.9011877.393.9022



CIVIL ENGINEER

HALL & HALL ENGINEERS, INC.1860 BOYSON RD.HIAWATHA, IA 52233319.362.9548

CONSULTANTS:

DRAWN BY:

APPROVED BY:

KEY PLAN




3/18/2019 12:57:15 PM

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RENOVATION AND EXPANSION

150

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2233

01/22/2019

03/15/2019

OWNER REVIEW SET

CONSTRUCTION SET

BSE

N

1/8" = 1'-0"1TECHNOLOGY LOWER LEVEL PLAN

Revision Schedule


2

2

22

2

2

2

2

2

2

2

2

2

2 2 2

2

2

2 2

22

2

2

2

DC

DC

CR

CR

REX

REX

WAP

WAP

WAP

WAP

WAP

WAP

WAP

2 22

2 22

2

22

2

2

2

2 2

2

2

DC

DC

DC

DC

DC

CR

CR

AS

AS

AS

AS

TV

2

22

2

2

2 2

W

JJ

A

A

B

B

C

C

E

E

G

G

22

44

55

6 6

D

D

1010

99J

J

88

H

H

11

33

77

F

F

1111

TV-3DIGITAL SIGNAGE

TV-3

DIGITAL SIGNAGE

360°

S S

COMMUNITY ROOM 103

WOMEN'S 106

CHILDREN COLLECTION 140

CHILDREN STORAGE 144

ADULT SERVICES OFFICE 119

DIR. OFFICE 115

FICTION COLLECTION 110

YOUNG ADULT COLLECTION 125

POPULAR MATERIAL 120

STUDY 124

LOUNGE 122 BOOK DROP

112

KITCHEN 105

CONF. RM 126

OFFICE 142

FAMILY RR 136

STORAGE 134

MECH. 123

STORAGE 103A

STORAGE 103B

STAFF 111

VESTIBULE 100

CUSTODIAL 102

CHILD SERVICES 130

CHILD WORK RM 132

CIRCULATION DESK 111A

COPY/PRINT 120A

BOOK SALE 120B

STORAGE 113

MENS 107

PRE-FUNCTION 101

COATS 104

SHAFT L019

Room L022

Room L023

FOR FUTURE A/V +54"

FOR FUTURE A/V +54"

N

1/8" = 1'-0"1TECHNOLOGY MAIN LEVEL PLAN




PRINTED

DATE REMARKS


319.393.9011877.393.9022



CIVIL ENGINEER


CONSULTANTS:

DRAWN BY:

APPROVED BY:

KEY PLAN




3/18/2019 12:57:19 PM


T101

FIR

ST

FL

OO

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OWNER REVIEW SET

CONSTRUCTION SET

BSE

Revision Schedule


1.

NOTES:

AVAILABLE SPACE IN RACK IS FOR OWNER PROVIDED SWITCHES ANDEQUIPMENT. EQUIPMENT PROVIDED BY OWNER'S TELECOM CONTRACTOR.

ER-1

MPP-1(TYP)

VM-1(TYP)

PS-1

OWNERPROVIDEDEQUIPMENT

RACK 1

WM-1(TYP)

FDC-1

RACK 2

LOWER LEVEL

NOTES:

1. PROVIDE LADDER RACK WITHIN MDF. THIS LADDER RACK WILL BE SUPPORTED FROM THECEILING AND/OR WALLS.

CABLING WITHIN THE MDF AND IDF WILL BE ROUTED OVERHEAD IN CONDUIT, LADDERRACKS, AND J-HOOKS.

2.

FLOOR

CEILING/FLOOR

IT L007

#

WAP

GROUND FLOOR

FDC

MPP

S

FDC

S

MPP

FIBER DISTRIBUTION CABINET

OWNER PROVIDED & INSTALLEDNETWORK EQUIPMENT

MODULAR PATCH PANEL

CROSS CONNECTS BY OTHERS

CROSS CONNECTS BY CONTRACTOR

TELECOMMUNICATIONS RISER DIAGRAM

SYMBOL LIST

NEW WORK BY CONTRACTOR

"#MM" MULTIMODE FIBER, # INDICATESQUANTITY OF STRANDS

NETWORK INFORMATION OUTLET

"UTP" UNSHIELDED TWISTED PAIR

#

FLOORBOX INFORMATION OUTLET#

CEILING MOUNTED INFORMATION OUTLET

CAT6 UTP

WAP 88

GND-1

TTB-1TYP.

IT L007




PRINTED

DATE REMARKS


319.393.9011877.393.9022



CIVIL ENGINEER


CONSULTANTS:

DRAWN BY:

APPROVED BY:

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3/18/2019 12:57:20 PM


T200

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CONSTRUCTION SET

BSE

N

1/4" = 1'-0"1IDF ROOM L007

N.T.S.2RACK ELEVATION - IDF ROOM L007

N.T.S.3TECHNOLOGY RISER DIAGRAM

Revision Schedule


REX

1.1.

NOTES:

ES

DC

1" CONDUIT STUBOUT FROM J-BOX (TYP)

FLOOR

CEILING

SINGLE GANG BOX WITHSINGLE GANG 1/2"RAISED DEVICE RING

1/2" CONDUIT FROMDEVICE TO J-BOX(TYP)

DOUBLE GANG J-BOXWITH DOUBLE GANGCOVER PLATE (TYP)

42" FROMBOX BASETO FLOOR

CR

(1) 22-2 PLENUM CABLE - DOOR CONTACT PROVIDEDAND INSTALLED BY SECURITY CONTRACTOR

(1) 18-6 SHIELDED PLENUM CABLE CARD READERPROVIDED AND INSTALLED BY SECURITYCONTRACTOR CABLES BACK TO SECURITY PANELIN IDF ROOM S103 (TYP)

PROVIDE AND INSTALL ACCESS CONTROL & DOOR HARDWARE POWER SUPPLY WITH 24V DC.DOOR HARDWARE CONTRACTOR SHALL PROVIDE AND INSTALL 24V FOR DOOR HARDWARE MERCURYSWITCH. E.C. SHALL PROVIDE 120V TO POWER SUPPLIES.

1.

NOTES:

3/4" CONDUIT FROMDEVICE TO J-BOX(TYP) PROVIDEDAND INSTALLED BYE.C.

1/2" CONDUITFROM DEVICETO J-BOX (TYP)BY E.C.

1" CONDUIT STUBOUT FROM J-BOX(TYP) BY E.C.

DOUBLE GANG J-BOXWITH DOUBLE GANGCOVER PLATE (TYP)BY E.C.

REX

DC

ELECTRICPANIC

ELECTRICPANIC


CR


42" FROMBOX BASETO FLOOR

FLOOR

CEILING

THE OWNER'S SECURITY CONTRACTOR SHALL PROVIDE AND INSTALL ACCESS CONTROL POWERSUPPLY WITH 24V DC.

6

B

IDENTIFICATION

IDENTIFICATION

2

6 6

B B

IDENTIFICATION

6

IDENTIFICATION

6

NOTES:

CAT 6 RJ-45 JACK (#=QUANTITY OFJACKS)

INFORMATION OUTLET JACK LEGEND

BLANK

WAP

SUBSCRIPT "WAP" FOR 1 DATA JACKFOR WIRELESS ACCESS POINT

1. REFER TO SHEET T100 AND T101 FOR LOCATIONS AND QUANTITIES OFINFORMATION OUTLETS.

,

S

IDENTIFICATION

6

IDENTIFICATION

SUBSCRIPT "S" FOR 1 DATA JACKFOR DATA SECURITY

6




PRINTED

DATE REMARKS


319.393.9011877.393.9022



CIVIL ENGINEER


CONSULTANTS:

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3/18/2019 12:57:21 PM


T300

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CONSTRUCTION SET

BSE

N.T.S.2

TYPICAL SINGLE DOOR CARD ACCESS,DOOR CONTACT, AND ELECTRIC LOCKROUGH-IN

N.T.S.1

TYPICAL SINGLE DOOR CARD ACCESS,DOOR CONTACT, AND ELECTRIC LOCKROUGH-IN

N.T.S.3Information Outlet Detail

Revision Schedule


NETWORK SCHEDULE

SYMBOL DESCRIPTION MODEL #

EQUIPMENT RACK 2 POST 84"HX23"WX3"D BLACK. PANDUITR2P

PRE-ASSEMBLED BUS COPPER GROUND BAR. PANDUITGB2B0312TPI-1

NEWTON INSTRUMENTSERICOSTORM COPPER COMPONENTSGEORGIA COPPEROR AN APPROVED EQUAL

INFORMATION OUTLET (1) 4" SQUARE BOX, SINGLE GANG PLASTERRING, FLUSH MOUNT ON WALL OR AS NOTED ON PLANS.

SUBSCRIPT "#" QUANTITY OF CAT6 DATA CABLES.

REFER TO 3/T300 FOR INFORMATION OUTLET TYPES.

INFORMATION OUTLET- WALLCOVERPLATE:PANDUITCFPSL2IGY - OFFICEFURNITURE

PANDUITCFPE2IGY - WALLCFPE4IGY - WALLCBWH - AV WALL

CAT6 JACK:PANDUITCJ688TGIG - DATACJ688TGWH - AV SCALERCJ688TGBL - AV CONTROL

#

ER-3

GND-1

INFORMATION OUTLET MOUNTED IN FLOORBOX PROVIDED BY OTHERS.

SUBSCRIPT # QUANTITY OF CAT6 DATA CABLES, (AV) QUANTITY OFCAT6 DATA RESERVED FOR A/V IN FLOORBOX.


CAT6 JACK - FLOOR BOX:PANDUITNK688MBL

FACEPLATE FOR RFB2 FLOORBOX:PANDUIT NK4RMFIW

LADDER RACK, 18"W TUBULAR STEEL. CHATSWORTH10250-x18

BLINECOPEOR APPROVED EQUAL TO

ANGLED MODULAR PATCH PANEL 48 PORT. PANDUITCPPLA48WBLY ANGLED

POWER STRIP 20A, 5-15P, MOUNTED HORIZONTAL IN RACK. TRIPPLITEPDUMH20

TELECOMMUNICATION TERMINAL BOARD; 3/4" PLYWOOD 4' X 8',PAINTED WHITE WITH FIRE RETARDANT PAINT.

REFER TO DRAWING T200 FOR ADDITIONAL INFORMATION.

VERTICAL WIRE MANAGEMENT 6" WIDE , SLACK LOOPS, WITH HINGEDDOORS.

PANDUITWMPVHC45E

WIRELESS INFORMATION OUTLET.

SURFACE MOUNT BOX SHALL BE SECURELY SUPPORTED ABOVECEILING. PROVIDE 20' ADDITIONAL SLACK COILED ABOVE ACCESSIBLESPACE.


FACEPLATE:PANDUITCBXJ2IW-A

JACK:PANDUITCJ688TIGY

WAP

WIRE MANAGEMENT HORIZONTAL 2 RACK UNITS. PANDUITVMPF1E

LR-1

MPP-1

PS-1

TTB-1

VM-1

WM-1

CEILING INFORMATION OUTLET BOX: (1) CEILING SURFACE MOUNTEDBOX SHALL BE SECURELY SUPPORT ABOVE CEILING.

SUBSCRIPT "S" QUANTITY OF CAT6 DATA SECURITY, AND SUBSCRIPT


SURFACE MOUNT BOX:PANDUIT CBXJ2IW-A

CAT6 JACKPANDUIT CJ688TGIW

S

#

ACCESS CONTROL

SYMBOL DESCRIPTION MODEL #

REQUEST TO EXIT. PROVIDE A FLUSH MOUNTED SINGLE GANGJUNCTION BOX CENTERED 12" ABOVE DOOR FRAME WITH 1/2"C.CONNECTED TO THE DOUBLE GANG J-BOX ABOVE THE CEILING.

REX

DOOR CONTACT - PROVIDE 1" DIAMETER HOLE IN THE FRAME. SNAPLOCK INSULATION BUSHING FOR TIGHT FIT.

ROUGH-IN ONLY HARDWARE PROVIDED BY OTHERS.

DC

CARD READER - PROVIDE FLUSH SINGLE GANG JUNCTION BOX FORCARD READER WITH 3/4" C. FROM DEVICE TO JUNCTION BOX TOABOVE ACCESSIBLE SPACE. MOUNT AT 42" A.F.F.

CR






PRINTED

DATE REMARKS


319.393.9011877.393.9022



CIVIL ENGINEER


CONSULTANTS:

DRAWN BY:

APPROVED BY:

KEY PLAN




3/18/2019 12:57:22 PM


T500

TE

CH

NO

LO

GY

SC

HE

DU

LE

S

17-13400

03/15/2019



150

W W

ILLM

AN

ST

HIA

WA

TH

A, I

OW

A 5

2233

01/22/2019

03/15/2019

OWNER REVIEW SET

CONSTRUCTION SET

BSE

Revision Schedule


CITY OF HIAWATHA IOWA LIBRARY IT, COMMUNICATIONS …The City of Hiawatha Iowa is seeking proposals...

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Transcript of CITY OF HIAWATHA IOWA LIBRARY IT, COMMUNICATIONS …The City of Hiawatha Iowa is seeking proposals...