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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]
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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.
VICINITY MAP
NORTH
LIBRARY EXPANSION
REGIONAL MAP
NORTH
PROPOSED SITE
OPP OPPOSITEORD OVERFLOW ROOF DRAINPLAM PLASTIC LAMINATEPLYWD PLYWOODPR PAIRPREFIN PREFINISHEDPT PAINTPTD PAPER TOWEL DISPENSERR. RADIUSRAD RADIUSRB RUBBER BASERCP REFLECTED CEILING PLANRD ROOF DRAINREF REFRIGERATORREINF REINFORCEREQ'D REQUIREDRF RESILIENT FLOORINGRO ROUGH OPENINGRTU ROOF TOP UNITRV ROOF VENTSIM SIMILARSLNT SEALANTSCHED SCHEDULESPEC SPECIFICATIONSQ SQUARESST STAINLESS STEELSTRUCT STRUCTURALSURF SURFACESUSP SUSPENDSYMM SYMMETRICALT TEMPEREDT&G TONGUE AND GROOVETHRU THROUGHTKBD TACKBOARDTOB TO OF BEAMTOC TOP OF CONCRETETOF TOP OF FOOTINGTOS TOP OF STEELTPD TOILET PAPER DISPENSERTSTAT THERMOSTATTV TELEVISIONTYP TYPICALUL UNDERWRITERS LABORATORIESUNF UNFINISHEDUNO UNLESS NOTED OTHERWISEVCT VINYL COMPOSITE TILEVERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELD VTR VENT THROUGH ROOFVWC VINYL WALL COVERINGW/ WITHW/O WITHOUTWBL WOOD BLOCKINGWC WATER CLOSETWD WOODWP WATERPROOFWR WATER RESISTANTWSCT WAINSCOTWT WEIGHTWWF WELDED WIRE FABRICWWM WELDED WIRE MESH
ABBREVIATIONSEQUIP EQUIPMENTEXT EXTERIOREXP EXPANSION, EXPOSEDFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFIN FINISHFIXT FIXTUREFHC FIRE HOSE CABINETFLEX FLEXIBLEFLR FLOORFOF FACE OF FINISHFRP FIBERGLASS REINFORCED PLASTICFGL FIBERGLASSFT FOOT OR FEETG GROUNDGA GAUGEGALV GALVANIZEDGB GRAB BARGC GENERAL CONTRACTORGFCI GROUND FAULT CIRCUIT INTERRUPTERGL GLASSGYP GYPSUMGYP BD GYPSUM BOARDHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHT HEIGHTHVAC HEATING, VENTILATION, & AIR CONDITIONINGIBC INTERNATIONAL BUILDING CODEID INSIDE DIAMETERINSUL INSULATIONIN INCHINT INTERIORJAN JANITORJT JOINTKS KNEE SPACELAV LAVATORYLKR LOCKERLVR LOUVERMFR MANUFACTURERMAX MAXIMUMMECH MECHANICALMEZZ MEZZANINEMLWK MILLWORKmm MILLIMETERMO MASONRY OPENINGMTL METALMISC MISCELLANEOUSMTD MOUNTEDN NEWNA NOT APPLICABLENFPA NATIONAL FIRE PROTECTION ASSOCIATION NIC NOT IN CONTRACTNOM NOMINALNTS NOT TO SCALEOC ON CENTEROD OUTSIDE DIAMETEROF/CI OWNER FURNISHED, CONTRACTOR INSTALLEDOF/OI OWNER FURNISHED, OWNER INSTALLEDOH OVERHEADOPNG OPENING
ACT ACOUSTIC CEILING TILEADA AMERICANS WITH DISABILITIES ACTADJ ADJUSTABLEAFF ABOVE FINISHED FLOORAHU AIR HANDLING UNITALT ALTERNATEALUM ALUMINUMANOD ANODIZED ANSI AMERICAN NATIONAL STANDARD INSTITUTEAPPROX APPROXIMATEARCH ARCHITECTURALASTM ASTM INTERNATIONALAW ARCHITECTURAL WOODWORKBD BOARDBLDG BUILDINGBLKG BLOCKINGBGC BY GENERAL CONTRACTORBO BY OTHER (THAN CONTRACTOR)BRG BEARINGCAB CABINETCB CERAMIC BASECIP CAST-IN-PLACECG CORNER GUARDCJ CONTROL JOINTCL CENTER LINECLG CEILINGCLR CLEARCMU CONCRETE MASONRY UNITCNTR COUNTERCONC CONCRETECONST CONSTRUCTIONCONT CONTINUOUSCORR CORRIDORCPT CARPETCS CONCRETE SEALEDCSWK CASEWORKCT CERAMIC TILECTB CERAMIC TILE BASECTR CENTER, CENTEREDCW CURTAIN WALLD DEPTHDBL DOUBLEDEMO DEMOLITIONDEPT DEPARTMENTDET DETAILDF DRINKING FOUNTAINDIA DIAMETERDIAG DIAGONALDIM DIMENSIONDISP DISPENSERDN DOWNDW DISHWASHERDWG DRAWINGEA EACHEIFS EXTERIOR INSULATION & FINISH SYSTEMEJ EXPANSION JOINTELECT ELECTRICALEL ELEVATIONELEV ELEVATOREMER EMERGENCYENCL ENCLOSUREEQ EQUAL
EARTH
COMPACT GRANULAR FILL
BRICK
CONCRETE
PLYWOOD SHEATHING
MASONRY
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ALUMINUM
FINISHED LUMBER
RIGID INSULATION
BATT INSULATION
GYPSUM BOARD
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MATERIAL LEGEND
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ARCHITECTURAL SYMBOLS LEGENDNORTH ARROW DRAWING VIEW TITLE
WALL TYPE IDENTIFICATION ROOM TAG WINDOW TYPE INDENTICATION
DRAWING REFERENCE
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DOOR TYPE IDENTIFICATION KEYNOTE TYPE INDENTICATION
101 1
1DWG
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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
Pages or sheets covered by this seal
Registration expires
Date
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
S Series Sheets
December 31, 2018 16525
G, D, AS and A Series
Pages or sheets covered by this seal
Registration expires
Date
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.
Brian D. Vogel
C and L Series Sheets
December 31, 2019 18714
Pages or sheets covered by this seal
Registration expires
Date
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.
Kevin J. Bruxvoort
EDS, ES, ED, E, and T Series Sheets
December 31, 2019 19927
Pages or sheets covered by this seal
Registration expires
Date
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.
Patrick D. Forinash
M, MD, PD, P and F Series Sheets
December 31, 2020 16723
16525LONG
BENJAMIN J.
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PRINTED
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.
ARCHITECT OF RECORD:
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03/15/2019 CONSTRUCTION DOCUMENTS
MM
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]
Revision Schedule
Rev# Description Date
RE
F.
AS
TV
UP
A200
A200
1
2
A200 3
A200
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
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.
ARCHITECT OF RECORD:
3/18
/201
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A100
LO
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17-13400
03/15/2019
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150
W W
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WA
5223
3
03/15/2019 CONSTRUCTION DOCUMENTS
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
Rev# Description Date
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
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.
ARCHITECT OF RECORD:
3/18
/201
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17-13400
03/15/2019
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N A
ND
EX
PA
NS
ION
150
W W
ILLM
AN S
TH
IAW
ATH
A, IO
WA
5223
3
03/15/2019 CONSTRUCTION DOCUMENTS
MM
1/8" = 1'-0"1 MAIN LEVEL CONSTRUCTION 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
Rev# Description Date
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.
FACE OF SHEATHING BELOW, TYP.
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
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.
ARCHITECT OF RECORD:
3/18
/201
9 3:
40:1
9 P
M\\A
DS
RV
02\R
edire
cted
Fol
ders
\JA
llen\
My
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03/15/2019 CONSTRUCTION DOCUMENTS
MM
NORTH
0' 4' 8' 16'
CONSTRUCTION PLAN GENERAL NOTES
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
Rev# Description Date
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
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 ENGINEER
HALL & 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.
ARCHITECT OF RECORD:
3/18/2019 12:57:15 PM
\\BSEDC01\FolderRedirection$\schirckn\Documents\117-095 - MEP - 17_schirckn.rvt
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BSE
N
1/8" = 1'-0"1TECHNOLOGY LOWER LEVEL PLAN
Revision Schedule
Rev# Description Date
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
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
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 ENGINEER
HALL & 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.
ARCHITECT OF RECORD:
3/18/2019 12:57:19 PM
\\BSEDC01\FolderRedirection$\schirckn\Documents\117-095 - MEP - 17_schirckn.rvt
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BSE
Revision Schedule
Rev# Description Date
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
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
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 ENGINEER
HALL & 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.
ARCHITECT OF RECORD:
3/18/2019 12:57:20 PM
\\BSEDC01\FolderRedirection$\schirckn\Documents\117-095 - MEP - 17_schirckn.rvt
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BSE
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1/4" = 1'-0"1IDF ROOM L007
N.T.S.2RACK ELEVATION - IDF ROOM L007
N.T.S.3TECHNOLOGY RISER DIAGRAM
Revision Schedule
Rev# Description Date
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
3/4" CONDUIT FROMDEVICE TO J-BOX(TYP) PROVIDEDAND INSTALLED BYE.C.
CR
1/2" CONDUIT FROMDEVICE TO J-BOX(TYP) PROVIDEDAND INSTALLED BYE.C.
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
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
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 ENGINEER
HALL & 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.
ARCHITECT OF RECORD:
3/18/2019 12:57:21 PM
\\BSEDC01\FolderRedirection$\schirckn\Documents\117-095 - MEP - 17_schirckn.rvt
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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
Rev# Description Date
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.
REFER TO 3/T300 FOR INFORMATION OUTLET TYPES.
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.
REFER TO 3/T300 FOR INFORMATION OUTLET TYPES.
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
REFER TO 3/T300 FOR INFORMATION OUTLET TYPES.
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
ROUGH-IN ONLY HARDWARE PROVIDED BY OTHERS.
ROUGH-IN ONLY HARDWARE PROVIDED BY OTHERS.
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
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 ENGINEER
HALL & 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.
ARCHITECT OF RECORD:
3/18/2019 12:57:22 PM
\\BSEDC01\FolderRedirection$\schirckn\Documents\117-095 - MEP - 17_schirckn.rvt
T500
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RENOVATION AND EXPANSION
150
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HIA
WA
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A, I
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2233
01/22/2019
03/15/2019
OWNER REVIEW SET
CONSTRUCTION SET
BSE
Revision Schedule
Rev# Description Date