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LCCC Crossroads Renovation HCM Job No.11738.001
ADDENDUM 01 009113.01 - 1
DOCUMENT 009113.01 – ADDENDUM 01
1.1 PROJECT INFORMATION
A. Project Name: LCCC Crossroads Renovation.
1. Owner: Laramie County Community College. 2. Architect: Hord Coplan Macht (HCM). 3. Architect Project Number: 11738.001
1.2 NOTICE TO BIDDERS
A. This Addendum is issued to all registered plan holders pursuant to the Instructions to Bidders and Conditions of the Contract.
B. Incorporate the following modifications, corrections, additions and /or deletions into the Drawings, Specifications and Construction Documents issued for this project.
C. This Addendum is dated January 30, 2018 and will be attached to and become part of the Contract Documents dated January 4, 2018 and submitted with the Contract.
D. There have been occasions when the failure of a Contractor to acknowledge receipt of Addenda has cost him/her the award of a Contract. Please acknowledge receipt of this Addendum on the Bid Form.
1.3 CONTRACTOR QUESTIONS
A. Refer to “ATTACHMENTS’ for responses to all contractor questions.
1.4 SUBSTITUTION REQUESTS
A. Insight – PLC series shall be acceptable as a substitute for type “C1” luminaires.
B. Prescolite – LBS series IS NOT an acceptable substitute for “D3” luminaires. Lighting is powered form 277V circuit.
C. Dual-Lite – EVOD series IS NOT an acceptable substitute for “ED” luminaires. Fixture does not have cover. Cut sheet does not indicate actual dimensions of product.
D. Finelite – HP series shall be acceptable as a substitute for type “P2” luminaires.
E. Columbia – LCL series IS NOT an acceptable substitute for “S1” luminaires. Fixture is not within 10% of the operating characteristics specified
F. Dual-Lite – EVC series shall be acceptable as a substitute for type “X3” luminaires.
G. Bock Lighting – Beretto series shall be acceptable as a substitute for type “L1” luminaires, in regards to electrical characteristics. Confirm aesthetics with Architect prior to submitting bid.
LCCC Crossroads Renovation HCM Job No.11738.001
ADDENDUM 01 009113.01 - 2
H. Tech Lighting – 700 series shall be acceptable as a substitute for type “L2” luminaires in regards to electrical characteristics. Confirm aesthetics with Architect prior to submitting bid.
I. Plastic Laminate Cabinets Spec Section 064116 – JBD, Inc is an acceptable manufacturer.
1.5 ATTACHMENTS
A. This Addendum includes the following attached Sheets:
1. G-101, AD-111, AD-121, A-100, A-111, A-121, A-141, A-150, A-300, A-420, A-522, A-610, P-001, P-111, E-121, E-301, E-302
1.6 REVISIONS TO DIVISIONS 02-49 SPECIFICATION SECTIONS
A. Revision to Section 095113
1. Paragraph 2.4.B.10. change size to 24x48 inch.
B. Revision to Section 097723
1. Omit spec section in its entirety.
C. Revision to Section 262200
1. CLARIFY: Only General Electric transformers will be considered per Owner Quality standards.
D. Revision to Section 262416
1. CLARIFY: Only General Electric panelboards will be considered per Owner Quality standards.
E. Revision to Section 283112
1. ADD: Section 283112 for Fire Detection and Alarm requirements. See Attached.
1.7 REVISIONS TO DRAWING SHEETS
A. Revision to sheet G-101
1. Revise Plumbing Counts Note No 3.
B. Revision to sheet AD-111
1. Revise Keynote #14.
2. Add keynote #17.
3. Demo existing wallpaper as noted with keynote #17 and extent of dash line. Existing walls are to be skim coated and prepped for new paint.
LCCC Crossroads Renovation HCM Job No.11738.001
ADDENDUM 01 009113.01 - 3
C. Revision to sheet AD-121
1. Revise Keynote #6 to the following: “DEMO EXISTING CONCRETE CEILING IN ITS ENTIRETY: RE: DEMO DETAILS.”
D. Addition of sheet A-100
1. Add sheet to indicate extent of campus buildings and restroom distances.
E. Revision to sheet A-111:
1. Existing recessed walk off mat to be removed, slab to be filled with self-leveling concrete flush to existing elevation.
2. Add keynote #6
3. Window at Specialist's Office tagged type "A"
4. Revise wall types at Study Computer Room 110C.
F. Revision to sheet A-121:
1. (2) Lights at south end of metal grid tagged type "L1"
2. Ceiling type in restrooms changed to "C-2"
3. Ceiling types C-2, C-3, C-4 updated
G. Revision to sheet A-141:
1. Updated carpet and rubber base added to Entries 121, 122 & Corridors 123 & 124.
2. CPT-1, CPT-2, CPT-3 specs updated
3. P-4 spec updated
H. Revision to sheet A-150:
1. Furniture layout updated throughout
I. Revision to sheet A-300:
1. Revise wall section D1 to demo all existing CMU walls and entire existing concrete ceiling.
J. Revision to sheet A-420:
1. Locker specs updated: 5 high, CFCI
K. Revision to sheet A-522:
LCCC Crossroads Renovation HCM Job No.11738.001
ADDENDUM 01 009113.01 - 4
1. Revise details E1 & E3 to demo all existing CMU walls and entire existing concrete ceiling.
L. Revision to sheet A-610:
1. Revise details A3 & A4 to demo all existing CMU walls and revise stud wall size.
M. Revision to sheet P-001:
1. Electric instantaneous water heater has been replaced with a point-of-use 6-gal
tank electric water heater
N. Revision to sheet P-111:
1. Graphical change for tank type water heater.
O. Revision to sheet E-121:
1. Add circuit of convenience receptacles in Study Room #110C. Provide five (5) duplex receptacles and connect to spare breaker in Panel LA, circuit #72. See attached revised plan.
2. 3-phase disconnect serving EWH-1 changed to single phase fused switch. Circuit shown on plan updated to ‘LA-69’.
P. Revision to sheet E-301:
1. LIGHTING CONTROL MATRIX: TYPE LC2: Fixtures shall be programmed for automatic ON in lieu of manual ON as shown. See attached revised plan.
2. LUMINAIRE SCHEDULE: See above for accepted equals.
3. MECHANICAL EQUIPMENT SCHEDULE: Revised load and means of disconnect for EWH-
Q. Revision to sheet E-302:
1. PANEL ‘LA’ SCHEDULE: Breaker #72 shall indicate Study Room 110C Receptacles.
2. PANEL ‘PA’ SCHEDULE: 100/3 breaker for new transformer shall be a new device provided by the contractor. See attached revised plan.
3. PANEL ‘PA’ SCHEDULE: Breaker #22,24,26 shall be marked as spare.
4. PANEL ‘LA’ SCHEDULE: Breaker #69 shall indicate EQ - EWH-1.
END OF DOCUMENT 009113.01
LCCC
Crossroads Renovation
Bidding Questions/Repsonses
SHT/SPEC DTL/Para.Date
Review Comment
Responsible
Party Responses Addendum Issuance
A-420 D5 1/17/2018
The drawing shows six high and the specs state five high. What should we quote? HCM Lockers shall be 5-tier per spec, 5-wide for a total of 15
lockers. "OFCI" shall be removed from text note. These
lockers shall be provided and installed by the contractor.
Update will be provided
in Addendum No.1
A-111 A1 1/17/2018
On sheet A-111 in specialist office 105B there appears to be a window, but it does not have a tag on it. Is this supposed to be window type
A?
HCM
Window at Specialist Office 105B shall be window type A
Update will be provided
in Addendum No.1
AD-121 & A-121
Notes,
Legend,
A1
1/18/2018
Sheet note #1 on AD-121 reads ‘Demo existing ceiling and grid’. Sheet note #1 on A-121 reads ‘New grid, ceiling tiles…’. However, A-121
Ceiling Type Legend, C-2 calls for ‘New 2X4 ACT, Existing Grid’. Please clarify weather new grid is to be installed or existing grid is to be
reused.
HCM Sheet note #1 on sheet AD-121 is correct. On sheet A-121
toilet rooms 113 & 114 shall be changed to ceiling type C-2. On
sheet A-121 Ceiling Type Legend shall be updated as follows:
C-2 shall be "NEW 2x4 ACT, NEW GRID", ceiling types C-3 &
C-4 shall be omitted.
Update will be provided
in Addendum No.1
AD-121 Notes,
Legend
1/27/2018 Sheet AD 121 indicates that all existing ACT is to be removed.
On sheet A 121 ceiling C2 indicates new 2 x 4 tiles in existing grid.
HCM See response above
General 1/29/2018 After reviewing the documents it looks like they are requesting just one roller screen shade for one room, the Specialist Office, but they do
not provide any sizes for it. There are sizes for four other windows but it does not appear that they need roller screen shades for those.
HCMThe roller shade size shall be 4'-0" x 4'-2" and is only required
at the Specialist Office
Spec 095113 1/27/2018 Specification Section 095113-3 2.4 B.1 indicates 2 x 2 Armstrong # 1810. HCM Size shall be changed to 2x4
A-610 Door
Types
1/26/2018 Sheet A6.10 of the drawings call out a type E glass door that isn’t addressed in the storefront spec section. The storefront section (084113)
page 6 under entrance doors calls out as basis-of-design Kawneer heavy wall doors. This does not match the glass door that is called out in
the drawings. If these are to be glass doors , please provide an All-Glass Entrances spec section calling out all the necessary requirements
for this specific project such as glass thickness, patch fiitings or door rails, concealed overhead or floor closers etc. The hardware schedule
for these openings only list a lock and cylinder.
HCM
Door Type 'E' is a demountable partition system with all
hardware and accessories provided by manufacturer
Spec 097200 1.1 B #2 1/26/2018 This section references 'Panel Signage', is the signage by Owner or contractor? HCM Signage is by Owner
A-420 D5 1/26/2018 This detail calls for Owner furnished and contractor installed lockers and references the division 10 spec. In the specifications it appears that
the contractor is furnishing and installing the lockers. Please confirm who is responsible for furnishing the lockers.
HCM The lockers shall be CFCI Update will be provided
in Addendum No.1
AD-111 Gen Note
19
1/26/2018 Based on past experience this item can vary greatly in cost depending on conditions of existing doors, amount of finish, etc. Would it be
possilbe to consider an allowance for this scope of work so all contractors are bidding the same thing? Or bid doors as new, depending on
condition, this may be less expensive and a better end product.
HCM Only the existing doors that are to remain is applicable to this
note.
AD-121 Room
113/114
1/26/2018
Note 1 has us demolishing ceiling tile and grid. New reflected ceiling plan states to re-use existing grid in the 'Ceiling type legend'. Please
confirm which approach is correct.
HCM This has been updated, see Addendum #1 Update will be provided
in Addendum No.1
E-121 Power 1/26/2018 Demo plan has removing the ceiling and grid. New plan shows existing to remain. Please coordinate. HCM This has been updated, see Addendum #1 Update will be provided
in Addendum No.1
E-121 Power 1/26/2018 In locations where new power/data is going on an existing wall is surface mounted conduit acceptable? HCM New power/data in existing walls shall be run within wall cavity
at all locations possible
Update will be provided
in Addendum No.1
E-121 Power 1/26/2018 If surface mounted conduit is unacceptable and it must be concealed, please provide a drawing which shows the types of existing walls
(gyp/masonry).
HCM Existing masonry walls are now removed from room 110C so
there should not be a need to coordinate with masonry/power
locations
Division 28 Fire Alarm 1/26/2018 Please confirm the existing slab is on grade in all new floor box locations. HCM Correct, existing slab is on grade. No saw cutting is required
for electrical boxes lcoations
A-141 ACT 1/26/2018 Please confirm that Armstrong #895 is the correct product (1 Hour Rated Panel). The same pattern panel that is non-rated Class A is #755. HCM #895 is Owner standard
Spec 097723 AWP 1/26/2018 Fabric Wrapped Acoustical Wall Panels appears in the specifications, but none appear on the drawings. Please remove specification section
if not applicable.
HCM Will be removed.
Spec 062023 2.3.A.1.a 1/26/2018 Is there an artist the school has in mind for this scope of work? Or an allowance that could be allotted for this scope of work? HCM Coordination with local artist will need to be considered
following award of bid
General 1/25/2018 Our vinyl wall covering subcontractors are requesting a copy of the intended graphics to be used so they can properly quote their portion of
the project. Will this be available prior to the bid date?
HCM Final graphics have not been selected yet.
M-001 Mech
Pricing
Notes
1/22/2018 Mechanical: Add Alternate #2 Is it the intent with the DDC Upgrade (Alt #2) to also replace the valves or will only the actuator be replaced? Cator Ruma The intent is to maintain the existing control valves and only
replace the valve actuators with the DDC Upgrade
Architectural: Wall
Covering
1/22/2018 Please advise of the extent of wall covering area in Room 110C. Is it the intent to have the wall cover extend along the entire west wall of
110C. The arrow indicating WC-1 stops short of the existing window.
HCM See revised finish plan A-141, wall covering will extend to
corner of existing wall.
LCCC
Crossroads Renovation
Bidding Questions/Repsonses
SHT/SPEC DTL/Para.Date
Review Comment
Responsible
Party Responses Addendum Issuance
Architectural:
Storefront &
Demountable
Partition
1/22/2018 Please advise if alum storefront F.1, F.2 & F.3 is a component of the Steelcase demountable partition or if it is a standalone system. HCM This is a stand-alone system having to consider additional
manufacturers listed as an equal
Temp Partitions-
Student Access
1/25/2018 During the site walk it was stated that there will need to be temporary partition(s) installed to maintain the corridor between ARP and CCC.
Please advise of the temporary partitions construction and locations to maintain public traffic / egress.
HCM Contractor shall provide standard proper temporary partition to
meet safety and access requirements
Wall Coverings
along west wall
1/25/2018 Please advise of the finish along the west wall of room 109, 110A, 110C. Currently the vinyl wall covering is peeling off and rippled. The
room finish schedule calls for paint and wall covering (WC-1). If the vinyl is to be removed, please advise any substrate prep.
HCM Existing wall covering shall be removed and wall surface shall
be skim coated for prep of new paint or new wall covering
Flooring
replacement for
waste floor demo
1/25/2018 With the slab demo that is required for the waste line, please advise of the new floor finish that is to be install in Corridor 111. HCM New carpet will be installed.
Abatement report 1/25/2018 Per note 9 on AD-111 it states “GC to coordinate abatement consultant for any contaminated materials to be removed before work to begin
in this area.” Please provide abatement report to obtain a demolition permit by DEQ.
HCM We do not have access to abatement report
Wood Doors 1/25/2018 Per note 19 on AD-111 it states the sand doors smooth and refinish. Please clarify the doors that are to be refinished. Please also advise if
the door hardware will need to be modified or replaced on the refinished doors.
HCM All existing wood doors that are existing to remain shall be
included in this scope. No hardware modifications unless
specifically identified
Wyoming
Caseworker
1/25/2018 Per the casework specification (064116) there are no Wyoming contractors listed. Please advise of any Wyoming Casework manufactures
that will be qualified on this project.
HCM See substitution requests
OSHA 10 1/25/2018 It was stated at the pre-bid that the Project Manager’s OHSA 10 card must be submitted with the bid. These is no reference of this
requirement in the bidding documents. Please clarify.
LCCC A new revised bid will be issued with OSHA 10 requirement.
License Plate Wall 1/25/2018 Per Spec section 062023 – 2.3, it calls for contracting with a local artist having 5 years of similar experience with this type of installation.
Can an allowance be specified for the art installation?
HCM Contractor shall bid scope as currently spec'd and detailed.
Bid Submission 1/25/2018 Per the Pre-Bid meeting agenda, it states bids are turned in at Room CCC-178, however per section 3 of the invitation to bid it states the
bids turn in at Room AM-108 (Page 1 of 24) and AM-104 (page 18 of 24). Please clarify which room the bids turn in at.
LCCC A new revised bid will be issued with CCC-178 bid opening
Bid Form Does the CSI Exhibit E need to be submitted at the time of bid. Per Section 5, Exhibit E is not listed in the Required Submittals, however per
Section 6 it is listed. A new revised bid will be issued with CSI Division requirement. If Exhibit E is required can it be turned in 24 hours after
bid submission. No, CSI is due at time of bid opening
Please advise how the Unit Cost #1 (Slab Cutting and Patching) is to be noted on the bid form.
Please advise how the alternates are to be noted on the bid form.
Please advise how to list several different subcontractors within one division line item. I.e. Division 9- Metal Stud Framing, Paint, Flooring,
Ceilings, etc.
LCCC A new revised bid will be issued with CSI Division requirement.
No, CSI is due at time of bid opening
Windows 1/25/2018 Per note 4 on AD-111 it states to demo wall and windows. However currently there are no windows in this location. Please clarify note, and
provide framing detail for the window attachment to metal framing. Please provide finish detail of hall side regarding window installation.
HCM If referring to keynote #4 near existing Electrical room this note
should refer to demo existing partition
Spec Section
084113 Aluminum
Entrances and
Storefront
1/25/2018 The Project Manual include aluminum entrances and storefront. Specs reference Entry Doors and associated hardware. Please advise of
the locations that apply to this spec section.
HCM Storefront spec is applicable to the single storefront exterior
window. Demountable partitions are shown elsewhere at
interior space.
Demountable
Partitions
1/25/2018 The Demountable Partition Specs include door hardware to be included with the partition system, however the Door Schedule calls for
hardware groups in the 087100 hardware spec. Please clarify the hardware requirements of the demountable partitions. The hardware listed
in the demountable partitions references (2) lock cylinders, one calls for Tumbler Type, BHMA 156.5 Grade 1 and the other references spec
section 087100. Please clarify.
HCM All hardware shall be by demountable partition manufacturer.
The cores and any other required hardware not already
supplied shall be by others
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 1
SECTION 283112 – FIRE DETECTION AND ALARM - EXPANSION / REMODEL
PART 1 - GENERAL
1.1 SUMMARY:
A. Drawings indicate general design intent and do not indicate all equipment or devices or the full extent of the System. Provide complete design of the Fire Alarm System for review by local fire authority including layouts and deferred submittals. There is an existing fire control panel installed in the facility. Any references to the existing control operation equipment, etc., are for information on system operation. All existing devices such as call boxes, connections, shall remain as existing U.O.N. on drawings.
B. Provide system component devices compatible with the existing system with changes required for proper operation on the new, upgraded equipment.
C. Provide additions and modifications to existing system suitable for occupancy group as defined by local Authority Having Jurisdiction (AHJ)
1.2 QUALITY ASSURANCE:
A. Manufacturer's Qualifications: Firms regularly engaged in manufacture of fire alarm systems of types, sizes, and electrical characteristics required, and whose products have been in satisfactory use in similar service for not less than 5 years.
B. Installer's Qualifications: Firm with at least 5 years of successful installation experience on projects with fire alarm systems work similar to that required for this project.
1. Firm with manufacturer's factory trained personnel. 2. Firm with factory authorized service organization and spare parts stock within 200 miles
of the project and with a 24 hour response time. 3. Installation shall be accomplished by or supervised by NICET II or higher.
C. Codes and Standards:
1. The complete installation shall conform to the applicable sections of NFPA 72, Local Code Requirements, and the National Electrical Code; with particular attention to article 760. All control equipment must have transient protection to comply with UL 864 requirements or Standard #497B as applicable.
2. UL Compliance and Labeling: Comply with provisions of UL safety standards pertaining to fire alarm systems; and provide products and components which are UL-listed and labeled.
3. FM Compliance: Provide fire alarm components and accessories which are FM-approved.
4. The fire alarm system and devices shall comply with ADA 1990 and UL 1971 requirements.
5. International Building Code, International Fire Code, and other applicable local codes and standards.
1.3 SUBMITTALS:
A. See Section 26 05 00 Common Work Results for Electrical for Submittal requirements. Supplemental information is listed within this section.
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 2
B. Product Data: Submit manufacturer's technical product data, including specifications, data sheets, wiring diagrams, equipment ratings, dimensions, finishes and descriptions of system operation. Submit manufacturer's installation instructions, including outlet or back box requirements for each piece of equipment.
C. Shop Drawings: Provide shop drawing submittal for approval by the local Fire Department and/or The Authority having jurisdiction. The Contractor shall arrange to have the Fire Alarm System shop drawing submittal prepared, sealed, and signed by a professional fire protection engineer and NICET III or NICET IV in Fire Alarm Systems. Preparer shall assume the duty of Engineer of Record for the Fire Alarm System design. Provide shop drawings showing system components, including panels and cabinets, locations, quantities, and full schematic of system wiring showing conductor routings and quantities, and connection details. All conduit routing must be submitted to, and accepted by, the Architect/Engineer. Shop drawing documents must be submitted simultaneously with sprinkler system documents and prior to installation.
1. This information shall be submitted on 1/8" = 1'-0" scale building floor plans. No other systems shall be included on these plans. Reproduction of contract drawing will not be acceptable. The following information shall be included in the shop drawings:
a. Occupancy group and use. b. Include brief description of scope of work c. Indicate extent of building sprinkler system. d. Indicate addition to/modifications of existing system. e. One-line diagram showing/indicating number of devices and appliances per
zone/circuit. f. Submit Zone schedule g. Wire sizes, color coding, type(s) and voltage drop calculations. h. Back-up battery calculations i. Indicate annunciation method and include graphic zone map. j. Addition to or modification of the system shall be distinguishable from the existing
and be identified on the floor plans as well as the one-line diagram(s). k. Include wiring diagrams for all fire alarm junction boxes (new and existing)
impacted by this project. Include wiring numbers on all connections. l. Proposed conduit routing, specifically if exposed conduit or wiremold is being
proposed. All surface mounted conduit and wiremold routing must be submitted to, and accepted by, the Architect/Engineer.
m. Connection details for new and existing devices/equipment. n. Provide updated room names and numbers that match the names and numbers as
labeled at the building. Room names and numbers shown on the contract documents are not necessarily those that are currently being used in the building. The fire alarm manufacturer shall coordinate with the contractor and owner on existing and new work and survey the site on existing work to identify the proper names and numbers.
o. Submit graphic annunciator and/or map layouts for review by the Architect/Engineer prior to fabrication
p. Submit sequence of operation and verification of system operation by manufacturer or his authorized representative
D. Quality Assurance Documentation:
1. Submit manufacturer's certificate that system meets or exceeds specified requirements. 2. All shop drawings, battery and voltage drop calculations shall be submitted to the
authority having jurisdiction for review after review by the Architect/Engineer.
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 3
E. Field Quality Control Test Reports: Submit record of testing as described below. Refer to Section 26 05 00 – Common Work Results for additional requirements.
1.4 DELIVERY, STORAGE, AND HANDLING:
A. Handle fire alarm equipment carefully to prevent damage, breaking, and scoring. Do not install damaged equipment or components; replace with new.
B. Store fire alarm equipment in clean, dry place. Protect from weather, dirt, fumes, water, construction debris, and physical damage.
1.5 EXTRA MATERIALS:
A. General: Provide extra materials as listed below in addition to that required to complete the work. The additional stock shall not be used unless specifically authorized by the owner’s representative.
B. Lamps: Furnish spare/replacement lamps and LED’s amounting to not less than three (3) lamps of each type and of each color.
C. Devices:
1. Furnish spare/replacement detection bases amounting to 5 percent of the quantity installed by this work, but not less than two (2) of each type, including duct detector housings.
2. Furnish spare/replacement detectors amounting to 5 percent of the quantity installed by this work, but not less than two (2) of each type.
3. Furnish spare/replacement adaptor modules and relays amounting to 5 percent of the quantity installed by this work, but not less than one (1) of each type.
4. Furnish spare/replacement speakers, speakers/horns, combination speaker/horn/strobe units, and strobe units amounting to 5 percent of the quantity installed by this work but not less than one (1) of each type.
5. Furnish spare/replacement AIM’s, and AOM’s or systems similar components amounting to 5 percent of the quantity installed by this work but not less than one (1) of each type.
1.6 OPERATION:
A. The system alarm operation subsequent to the alarm activation of any manual station, automatic detection device, and monitoring device serving the “alarm” status of an air sampling smoke detector, or sprinkler flow switch shall be unchanged from the existing system operation. When owner has agreed to or asked for revisions to the evacuation plan, all new operational sequences shall be documented and approved in writing.
B. Provide alterations to the existing systems that incorporate the following additional functions (if not already present:
1. All audible alarm indicating appliances shall sound a distinctive and continuous fire alarm signal until silenced by the alarm silence switch at the control panel or at the remote annunciator.
2. All visible alarm indicating appliances shall flash continuously until the system is reset. Visual alarm devices shall continue to operate when audible devices are silenced, when allowed by the AHJ. Any subsequent zone alarm shall reactivate the alarm indicating appliances.
3. All doors normally held open by door control devices shall release.
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 4
4. A supervised signal to notify the monitoring center shall be activated. 5. Activation of a sprinkler flow device shall cause the exterior horn/light to operate
continuously until the flow has ceased. 6. Activation of a duct detector shall alarm the system and shut down the associated air
handling unit.
C. The activation of any system smoke detector shall initiate an Alarm Verification operation whereby the panel will reset the activated detector and wait for a second alarm activation. If within one (1) minute after resetting, a second alarm is reported from the same or any other smoke detector, the system shall process the alarm as described previously. If no second alarm occurs within one minute the system shall resume normal operation. The Alarm Verification shall operate only on smoke detector alarms. Other activated initiating devices shall be processed immediately. The alarm verification operation shall be selectable by zone.
1. The control panel shall have the capability to display the number of times (tally) a zone has gone into a verification mode. Should this mode verification tally reach a pre-programmed number, a trouble condition shall occur.
D. A manual evacuation (drill) switch shall operate the alarm indicating appliances without causing other control circuits to be activated. However, should a true alarm occur, all alarm functions would occur as described previously.
1.7 SUPERVISION:
A. Supervision shall be unchanged from the existing system. Supervision of additional devices shall be as follows:
1. Provide independently supervised and independently fused indicating appliance circuits for alarm speakers and flashing alarm lamps. Disarrangement conditions of any circuit shall not affect the operation of other circuits.
2. Auxiliary manual control shall be supervised so that an "off normal" position of any switch shall cause an "off normal" system trouble.
3. Each independently supervised circuit shall include a discrete LCD readout to indicate disarrangement conditions per circuit.
4. The System Modules shall be electrically supervised for module placement. Should a module become disconnected the system trouble indicator shall illuminate and the audible trouble signal shall sound.
5. The system shall have provisions for disabling and enabling all circuits individually for maintenance or testing purposes.
PART 2 - PRODUCTS
2.1 ACCEPTABLE MANUFACTURERS:
A. Manufacturers: Provide materials that mate and match with existing system components. Subject to compliance with requirements, provide fire alarm system components manufactured by the same manufacturer of the existing system.
1. Notifier – Field Verify Series prior to quotation.
2.2 FIRE ALARM AND DETECTION SYSTEMS:
A. General: Provide complete fire alarm products of types, sizes and capacities indicated, which comply with manufacturer's standard design, materials, components; construct in accordance
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 5
with published product information, and as required for complete installation. Provide fire alarm and detection systems for applications indicated.
B. Wiring System Materials: Provide basic wiring materials which comply with Division 26 sections; "Raceways", “Wires and Cables” and "Electrical Boxes and Fittings".
1. Provide wire and cable in accordance with requirements of manufacturer. Wire insulation shall comply with NEC Article 760.
2. Provide individual solid copper conductor sizes AWG #14, or larger. 3. Provide multi-conductor cables for wire sizes smaller than AWG #16. 4. Provide conductors which are UL listed for the installation and location, and approved for
fire alarm usage. 5. Initiating circuits shall be color coded red for positive, red with black strip for negative.
Indicating circuits shall be color coded red with yellow stipe for positive, red with brown stripe for negative.
6. All conductors shall be numbered and their numbers shall correspond to the terminal block numbering they are connected to. Provide conductor wiring and terminal block numbering.
C. Power Supplies: Existing system operates on 120 VAC power supply. Provide additional power supplies and other equipment necessary to accommodate new or modified existing devices.
1. Provide battery back-up and increase battery back-up to system as required. Design battery back-up to take over supply to system within 30 seconds of loss of primary system to 85 percent voltage. Provide battery system capable of operation of system for 24 hours under normal conditions and then for 15 minutes under alarm conditions.
D. Provide Control of additional auxiliary services as follows:
1. Interior flashing strobe lights 2. Fire/Smoke damper releases 3. Remote annunciators
2.3 FIRE ALARM CONTROL PANEL:
A. Connect additional devices to existing fire alarm control panel. Modify and upgrade panel for compatibility with current codes and current UL requirements and as required for the additional features or equipment. Provide all necessary reprogramming and recertification.
2.4 ADDRESSABLE COMMUNICATION NETWORK:
A. Extend or modify existing communications network as required for the additional equipment.
2.5 ADDRESSABLE DEVICE TYPES:
A. General: Devices will be located as shown on the drawings. The location of addressable devices will be selected to optimize the system layout in order to provide the level of protection, zone identification and control as shown on the drawings.
B. Addressable Detector Bases: All addressable smoke and heat detector heads will plug into their bases. The base will contain electronics that communicate the detector status (normal, alarm, trouble) to the control panel over two wires. The same two wires shall also provide
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 6
power to the base and detector. Detector heads (smoke or heat) must be interchangeable. Upon removal of the head, a trouble signal will be transmitted to the control panel.
C. Photoelectric Detector Head: Photoelectric type detectors shall be of the solid state photoelectric type and shall contain no radioactive material. They will use a pulsed infrared LED light source and be sealed against rear air flow entry. The detector shall fit into an addressable base that is common with both the heat and photoelectric type detectors.
D. Pull Stations: Pull stations shall contain electronics that communicate the station’s status (alarm, normal) to the control panel over two wires which also provide power to the pull station. The address will be set on the station. They will be manufactured from high impact red Lexan. Station will mechanically latch upon operation and remain so until manually reset by opening with a key common to all system locks. Pull stations will be double action. The front of the station is to be hinged to a back-plate assembly and must be opened with a key to reset the station. The key shall be common with the control panels. The addressable manual station shall be Underwriters' Laboratories Inc. listed for operation with the control panel.
E. Adaptor Module: Adapter Modules shall be used for monitoring of water flow, valve tamper, non-addressable detectors, and for control of smoke dampers, door holders, and other output control functions. Adapter Modules will be capable of mounting in a standard electric outlet box. Adapter Modules will include cover plates to allow surface or flush mounting. Adapter Modules will receive their 24VDC power from a separate two wire pair running from an appropriate power supply. There shall be two types of devices: Type 1; Monitor Adapter Modules - for conventional 2-wire thermal detector and/or contact device monitoring with Class B or Class A wiring supervision. Type 2; Control Adapter Modules - for signals, speakers, fire fighter phone jacks and other device control with Class B or Class A wiring supervision.
2.6 ALARM SIGNAL DEVICES:
A. Fire Alarm Horn/Strobe Combination: Provide high impact resistant red LEXAN Horn/Strobe combination devices as shown on the plans. Each assembly shall consist of two independent devices which are manufactured as compatible with each other and with the control equipment. Each assembly shall provide a terminal strip or wire leads for true in-out wiring connections. The strobe unit shall have a candela-second rating in compliance with ADA requirements and be rated at 24 VDC. Strobes shall be clear with red letters "FIRE" on two sides.
1. Provide wall mounting as shown on the plans. Verify manufacturer mounting requirements prior to rough in.
B. Individual Strobe Unit: Provide strobe units mounted where shown. Units shall match those used in the Speakers/Horns devices specified.
C. Where multiple strobe units are visible from a single location and the potential visible flash rate is 5 hz or more, provide synchronizing modules and strobes compatible for synchronizing as required. Provide additional wiring, conduit, and power supplies as necessary.
D. Speakers/Horns have been located on the drawings. It is the Contractor's responsibility to provide adequate coverage to achieve the required 15 dBA above ambient at all locations throughout the building. If locations shown are inadequate, show additional devices on shop drawing submittal. Additional devices will be added at no additional cost to the contract including conduit wiring, power supplies, etc. System shall meet NFPA 72 Intelligibility Standards required by AHJ.
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 7
2.7 REMOTE ANNUNCIATOR:
A. Update/replace existing building annunciator. Annunciator shall include two lines of 40 character LCD display, alarm silence, system reset, programmable control switches, and be supervised from the FACP panel.
1. Annunciator shall indicate each alarm initiating device by address and description. Alarm conditions shall be indicated for each alarm initiating device.
2. The annunciator shall communicate with the control panel over one twisted shielded pair of wires. Operating power shall be 24 VDC and shall be fused at the control panel.
PART 3 - EXECUTION
3.1 EXAMINATION:
A. Examine areas and conditions under which fire alarm systems are to be installed. Do not proceed with work until unsatisfactory conditions have been corrected in manner acceptable to Installer.
3.2 IDENTIFICATION:
A. Provide electrical identification in accordance with Division 26 "Electrical Identification". SLC and NAC Devices shall be labeled with System Device Address and EOL locations shall be identified at each EOL device.
3.3 INSTALLATION OF BASIC WIRING SYSTEM MATERIALS:
A. Provide raceways and supports per code.
B. Install wiring, raceways, and electrical boxes and fittings in accordance with Division 26 sections; "Raceways", "Wires and Cables", and "Electrical Boxes and Fittings".
C. Install wiring in exposed ivory colored surface metal raceway only where specifically noted as allowed on wall or ceilings.
D. Install wires and cables without splices. Make connections at terminal strips in cabinets or at equipment terminals. Make soldered splices in electronic circuits in control cabinets.
3.4 INSTALLATION OF FIRE ALARM SYSTEMS:
A. Install fire alarm system components as indicated, in accordance with equipment manufacturer's written instructions and complying with applicable portions of NEC and NECA's "Standard of Installation."
B. Wiring: Wiring of fire alarm system is work of this section, but is not specifically detailed on drawings. Refer to the manufacturer's shop drawings for detailed wiring and connection information.
1. Complete wiring in accordance with manufacturer's requirements. Provide Striped Color coded wiring and install per manufacturer's point-to-point wiring diagram. Determine exact number of wires for each fire area zone from number and types of devices installed. Connect each device with sufficient wiring to complete its intended operation.
2. Where there are a number of additional power requiring devices such as smoke detectors, fan relays, door holders and smoke damper operators installed in a circuit,
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 8
group in numbers so power required does not exceed 80 percent of manufacturer's power supply rating. Provide extra wiring, or extra power supplies required to fulfill that requirement. In addition, provide extra or larger size wiring to alleviate voltage drops which makes device operate beyond voltage limits for which it was designed. Determine above with manufacturer’s representative while equipment is being installed.
C. Mount audible and visual devices per Americans with disabilities Act (ADA) 1990 requirements.
D. The existing system shall remain in operation while the new devices are being installed, tested, and accepted. Make provisions to keep F.A. System active and/or provide fire watch as acceptable to the AHJ and owner so that existing wiring can be reused as practical.
3.5 FIELD QUALITY CONTROL:
A. Connection and Supervision: Make connections to panel under manufacturer's supervision. Complete connections from this cabinet to panel utilizing Manufacturer's technicians.
B. Prior to starting work, establish that the existing system is in proper working order. If condition exists which prevents normal operation of specified additions and extensions, bring this fact to Architect/Engineer's attention prior to doing work affecting existing system. Where work is done without such notification, it is assumed that connections have been made to a working system, and performance requirements and guarantee will apply to entire system.
C. System Test and Approval: Submit shop drawings for function and operation only, pre-approved by authority having local jurisdiction.
1. Prior to final acceptance of system, manufacturer shall, in presence of Contractor and Owner's Representative, test each additional sensing or detection and alarm device including devices and equipment interlocks such as equipment shutdown and smoke dampers. Schedule test with Owner.
2. The completed fire alarm system shall be fully tested in accordance with NFPA 72 by the contractor in the presence of the Owner's representative and the Local Fire Marshal. The contractor shall coordinate the testing of each fire alarm detector added or relocated under this project with the fire department and forward a completed checklist showing each detector operated properly and that proper indication of detector operation occurred at all control panels, annunciator panels, remote indicators, remote test switches, etc.
3. In addition, proper interlocks, door release, etc. shall be documented with specific equipment affected listed by identifier.
4. Upon completion of a successful test, the contractor shall so certify in writing to the Owner and General Contractor.
5. Submit copy of test results in duplicate after signed by Owner's Representative to Architect/Engineer, Owner, and Local Fire Protection Authority. Mount copy of inspection record in lexan enclosed frame assembly on control panel.
6. Provide Record of Completion Documentation per NFPA 72.
3.6 MAINTENANCE CONTRACT:
A. Where a maintenance contract exists, the maintenance contractor shall make available to the owner a maintenance contract proposal to increase the scope of the maintenance agreement to provide a minimum of two (2) inspections and tests per year in compliance with NFPA 72 guidelines.
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 9
3.7 WARRANTY:
A. The Contractor shall guarantee all equipment and wiring provided under this contract free from inherent mechanical and electrical defects for a period of one year from the date of acceptance as set forth in the general conditions. If sections of the project are phased the acceptance and warranty should start and end at one time unless the project is phased and phased acceptance has been accepted by the owner.
3.8 OPERATING AND MAINTENANCE INSTRUCTIONS:
A. Provide three (3) copies of Operating and Maintenance Instructions in hardback, three-ring binders covering all equipment furnished. Manuals shall include the following information:
1. Name, address and telephone number of authorized service organization to be contacted for each equipment item. The local fire alarm supplier shall have a 24 hour telephone response service. An answering machine shall not be considered acceptable.
2. Parts list and wiring diagram, operating and maintenance instructions for each piece of equipment.
3. Record Set of Shop Drawings: Shop drawings corrected to show as-built conditions. Transfer modifications from field set.
4. Record of voltage sensitivity for each ionization detector head as recorded during final calibration.
5. All wiring diagrams shall show color coding of all connections and mounting dimensions of equipment.
3.9 DEMOLITION:
A. Upon completion of new fire alarm system, after final connections have been made, this contractor shall carefully remove all existing fire alarm apparatus where indicated, including fire alarm control panel, manual stations, audible signals, etc., and turn all such equipment over to Owner.
3.10 PAINTING AND PATCHING:
A. Contractor shall paint all exposed conduit to match adjacent surfaces. All surfaces or finishes damaged as a result of this work shall be properly patched, painted and/or repaired by trained craftsmen of the trade involved.
B. Contractor shall patch and paint where old devices are removed unless the old devices are in block walls or in concrete, where the Contractor shall provide blank plates on boxes. Blank plates shall be painted to match adjacent surfaces.
END OF SECTION 283112
Laramie County Community College
Crossroads Renovation
Cheyenne, WY
HCM Project No 11738.001
FIRE DETECTION AND ALARM 283112 - 10
UP
DN
UP
DN
100 SFSTORAGE
1 OCC
300 SF /OCC70 SFELEC
1 OCC
300 SF /OCC
121 SFOFFICE
2 OCC
100 SF /OCC
123 SFOFFICE
2 OCC
100 SF /OCC
128 SFOFFICE
2 OCC
100 SF /OCC
116 SFOFFICE
2 OCC
100 SF /OCC
118 SFOFFICE
2 OCC
100 SF /OCC
216 SFOFFICE
3 OCC
100 SF /OCC60 SF
STORAGE
1 OCC
100 SF /OCC
183 SFCONF
13 OCC
15 SF /OCC
165 SF
VESTIBULE
100
545 SFMECH
2 OCC
300 SF /OCC
375 SFSTORAGE
2 OCC
300 SF /OCC
22 SF
FIRESERVICE
102A
204 SFCONF
14 OCC
15 SF /OCC
501 SFRECEPTION
5 OCC
100 SF /OCC
20 SFJAN
1 OCC
300 SF /OCC
3942 SFPUBLIC AREA
40 OCC
100 SF /OCC
180 SF
WOMEN'STOILET
114
188 SF
MEN'STOILET
113
99 SF
CORR.
111
541 SFCONF
36 OCC
15 SF /OCC
OCCUPANCY TYPE
Accessory storage areas, Mechanicalequipment room
Assembly without fixed seatsUnconcentrated (tables and chairs)
Business areas
Non-Occupied space (Circulation,Toilet Rms, Etc.)
Calculating...
113 SFOFFICE
2 OCC
100 SF /OCC
170 SFRECEPTION
2 OCC
100 SF /OCC
155 SF
CORRIDOR104C
170 SF
CORRIDOR
104K
113 SFOFFICE
2 OCC
100 SF /OCC
EXISTING 2-HOUR AREA SEPARATION RATING
EXISTING 1-HOUR FIRE RATED WALL
EXIT WIDTHREQ'D = 71 OCCUPANTS x 0.2 = 14.2"PROVIDED = 68"
EXIT WIDTHREQ'D = 56 OCCUPANTS x 0.2 = 11.2"PROVIDED = 68"
EXIT WIDTHREQ'D = 56 OCCUPANTS x 0.2 = 11.2"
PROVIDED = 68"
HATCHED AREA IS NOT IN SCOPE OF RENOVATION BUT HAS BEEN SHOWN FOR EGRESS PURPOSES
CODE SYMBOL LEGEND
GOVERNING CODES: 2015 INTERNATIONAL BUILDING CODE2015 INTERNATIONAL EXISTING BUILDING CODE2015 INTERNATIONAL FIRE CODE2015 INTERNATION MECHANICAL CODE2015 INTERNATIONAL ENERGY CODE2015 INTERNATIONAL PLUMBING CODE2015 INTERNATIONAL FUEL CODE2017 NATIONAL ELECTRICAL CODE2009 ICC/ANSI A117.1 ACCESAIBILITY CODECHEYENNE CITY CODE
THIS IS A 10,349 SF RENOVATION INSIDE OF THE EXISTING 14,950 GSF CROSSROADS BUILDING. THE EXISTING BUILDING STRUCTURE IS CONCRETE POST AND BEAM WITH PRECAST CONCRETE DOUBLE TEE ROOF SLABS. THE RENOVATION WILL CONSIST OF NEW PARTITION WALLS, INTERIOR FINISH REPLACEMENT, NEW FIRE PROTECTION THROUGHOUT SPACE, AND MECHANICAL AND ELECTRICAL UPGRADES TO THE PROGRAM SPACE.
CONSTRUCTION TYPE: II-B, EXISTING BUILDING PARTIAL SPRINKLERED (NEW SCOPE WILL SPRINKLER REMAINING BUILDING AND FULLY DETECTED)NUMBER OF STORIES: 1OCCUPANCY: B
EXITING: PER TABLE 1020.1 CORRIDOR FIRE-RESISTANCE RATING FOR BUSINESS SPACES 0 HR WITH SPRINKLERS
AREA SEPARATION: EXISTING 2 HOUR AREA SEPARATION BETWEEN CROSSROADS BUILDING AND ADJACENT BUILDINGS TO THE WEST AND EAST
PER 2015 IBC TABLE 504.3 AND 504.4, AND 506.2: ALLOWABLE AREA, HEIGHT AND NUMBER OF STORIES AS FOLLOWS:
OCCUPANCY GROUP: TYPE: HEIGHT STORIES: ALLOWABLE AREA:B II-B 75 FEET 4 108,560 SF
ACTUAL: 14,950 GSF = IN COMPLIANCE
PER SECTION 303.1.1 AND 303.1.2 SMALL ASSEMBLY SPACES SHALL BE CLASSIFIED AS GROUP B OCCUPANCY .
TOTAL BUILDING OCCUPANTS = 198
EXISTING 2-HOUR AREA SEPARATION RATING
TO REMAIN
EXISTING 2-HOUR AREA SEPARATION RATING TO REMAIN
EXISTING 1-HOUR FIRE RATING WILL BE ABANDONED DUE TO ADDITION OF FIRE SPRINKLERS
EXISTING 1-HOUR FIRE RATING WILL BE ABANDONED DUE TO ADDITION OF FIRE SPRINKLERS
94 SF
ENTRY
121
94 SF
ENTRY
122
494 SF
CORRIDOR
123
527 SF
CORRIDOR
124
685 SFPUBLIC AREA
12 OCC
100 SF /OCC
304 SFCONF
16 OCC
15 SF /OCC
103 SFOFFICE
2 OCC
100 SF /OCC102 SFOFFICE
2 OCC
100 SF /OCC
CODE SUMMARY
1596 SFWAITING AREA
16 OCC
100 SF /OCC
87 SFOFFICE
1 OCC
100 SF /OCC104 SFOFFICE
2 OCC
100 SF /OCC139 SFOFFICE
2 OCC
100 SF /OCC
119 SFOFFICE
2 OCC
100 SF /OCC
115 SFOFFICE
2 OCC
100 SF /OCC
111 SF
VESTIBULE
128
297 SFSTORAGE
1 OCC
300 SF /OCC155 SFOFFICE
2 OCC
100 SF /OCC
FEC
126 SFOFFICE
2 OCC
100 SF /OCC
FEC
FEC
DEF
(E)
(E)
(E)
(E)
HATCHED AREA SCOPE INCLUDES NEW SPRINKLER UPGRADE
HATCHED AREA SCOPE INCLUDES NEW SPRINKLER, CEILING & LIGHT FIXTURE UPGRADE
HATCHED AREA SCOPE INCLUDES NEW SPRINKLER, CEILING & LIGHT FIXTURE UPGRADE
TRAVEL DISTANCE = 134'-6"
TRAVEL DISTANCE = 92'-6"
FIRE SPRINKLERS ADDED TO SPACE UNDER 2013 REMODEL
EXIT WIDTHREQ'D = 15 OCCUPANTS x 0.2 = 3"
PROVIDED = 68"15
15
PLUMBING COUNTS ARE BASED ON BUILDING OCCUPANCY:
** FOR THE PURPOSE OF PLUMBING CALCULATION, WE PROPOSE THE FOLLOWING OCCUPANT LOAD AND FIXTURE COUNTS BASED ON ACTUAL BUILDING USAGE. WE PROPOSE THESE FOLLOWING ASSUMPTIONS:
1. NON-OCCUPIED SPACES (VESTIBULES, STAIRS, ELEVATORS, TOILET ROOMS, SHAFTS, CLOSETS) WILL NOT BE COUNTED TOWARDS OCCUPANT LOAD FOR EXISTING OR FIXTURE COUNT, BECAUSE THE SAME OCCUPANTS ARE IN EITHER OR SCENARIO OR THOSE SPACES ARE NON-OCCUPIABLE.
2. BECAUSE SOME CIRCULATION SPACES SERVES AS PUBLIC AREAS FOR LOUNGING AND WAITING, THOSE SPECIFIC AREAS HAVE BEEN INCLUDED IN THE OCCUPANT LOAD COUNT FOR PLUMBING AND EXITING.
3. PER INTERNATIONAL PLUMBING CODE SECTION 403.3.3: IN OCCUPANCIES OTHER THAN MALLS TOILET FACILITIES SHALL BE LOCATED NOT MORE THAN ONE STORY ABOVE OR BELOW SPACE AND PATH OF TRAVEL TO STUCH FACILITIES SHALL NOT EXCEED DISTANCE OF 500 FEET. INCLUDING FIXTURES IN CROSSROADS BUILDING PLUS ADDITIONAL FIXTURES IN ADAJCENT CONNECTED ARP BUILDING RESTROOMS, MINIMUM FIXTURE COUNTS REQUIRED HAVE BEEN MET.
WC (MALE) WC (FEMALE) LAVS DF OTHERGROUP 'B'1:25 FOR 50 1:25 FOR 50 1:40 FOR 80 1:100 1 SVC SINK1:50 1:50 1:80
WC / URINAL LAVS DF SVC SINK
FIXTURES REQUIRED 3 3 - -(MALE)
FIXTURES REQUIRED 3 3 - -(FEMALE)
TOTAL REQUIRED 6 6 2 1
FIXTURE PROVIDED 14 8 2 1
PLUMBING COUNTS
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
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P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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G-101
FIRST FLOOR CODEPLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
MP
TW
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1FIRST FLOOR CODE PLAN
OCCUPANCY SCHEDULE
Number Name Code Plan Name Area
Area PerOccupantCalculated Occupancy Classification Occupancy
101 MECHANICAL MECH 545 SF 100 SF Business areas 2
102 FOOD PANTRY STORAGE 375 SF 300 SF Accessory storage areas, Mechanical equipment room 2
102A FIRE SERVICE MECH 22 SF 300 SF Accessory storage areas, Mechanical equipment room 1
103 COLLABORATION PUBLIC AREA 3942 SF 100 SF Business areas 40
104A RECEPTION/WAITING RECEPTION 170 SF 100 SF Business areas 2
104B CONFERENCE ROOM CONF 183 SF 15 SF Assembly without fixed seats Unconcentrated (tables and chairs) 13
104C CORRIDOR CONF 155 SF 100 SF Business areas 0
104D STORAGE STORAGE 60 SF 100 SF Business areas 1
104E OFFICE OFFICE 216 SF 100 SF Business areas 3
104F OFFICE OFFICE 118 SF 100 SF Business areas 2
104G OFFICE OFFICE 116 SF 100 SF Business areas 2
104H OFFICE OFFICE 128 SF 100 SF Business areas 2
104J OFFICE OFFICE 123 SF 100 SF Business areas 2
104K CORRIDOR CIRC 170 SF 100 SF Business areas 0
104L OFFICE OFFICE 113 SF 100 SF Business areas 2
104M OFFICE OFFICE 113 SF 100 SF Business areas 2
105A IT/HELP DESK OFFICE 103 SF 100 SF Business areas 2
105B SPECIALIST OFFICE OFFICE 121 SF 100 SF Business areas 2
105C STORAGE STORAGE 100 SF 300 SF Accessory storage areas, Mechanical equipment room 1
106 ELEC. ELEC 70 SF 300 SF Accessory storage areas, Mechanical equipment room 1
107 COMPUTER STATIONS PUBLIC AREA 685 SF 100 SF Business areas 12
108 COMMUNITY CAFE CONF 304 SF 15 SF Assembly without fixed seats Unconcentrated (tables and chairs) 16
109 CONF ROOM CONF 541 SF 15 SF Assembly without fixed seats Unconcentrated (tables and chairs) 36
110A STUDENT VETERANSLOUNGE
RECEPTION 501 SF 100 SF Business areas 5
110B SVA OFFICE OFFICE 102 SF 100 SF Business areas 2
110C STUDY / COMPUTER CONF 204 SF 15 SF Assembly without fixed seats Unconcentrated (tables and chairs) 14
112 JAN. JAN 20 SF 300 SF Accessory storage areas, Mechanical equipment room 1
118 WAITING AREA WAITING AREA 1596 SF 100 SF Business areas 16
119 OFFICE OFFICE 87 SF 100 SF Business areas 1
120 OFFICE OFFICE 104 SF 100 SF Business areas 2
125 OFFICE OFFICE 139 SF 100 SF Business areas 2
126 OFFICE OFFICE 119 SF 100 SF Business areas 2
127 OFFICE OFFICE 115 SF 100 SF Business areas 2
129 BREAK ROOM STORAGE 297 SF 300 SF Accessory storage areas, Mechanical equipment room 1
130 OFFICE OFFICE 155 SF 100 SF Business areas 2
131 OFFICE OFFICE 126 SF 100 SF Business areas 2
Grand total 12040 SF 198
1023.7 EXTERIOR WALLS OF INTERIOR EXITS THAT ARE NOT PROTECTED AND AT AN ANGLE LESS THAN 180 DEGREES SHALL BEPROTECTED 10' HORIZONTALLY BY A 1 HR RATING WITH OPENING PROTECTION OF NOT LESS THAN 45 MIN.
SECTION 1023: INTERIOR EXIT STAIRWAYS AND RAMPS
1020.4 DEAD ENDS, WHERE MORE THAN ONE EXIT OR EXIT ACCESS DOORWAY IS REQUIRED, THE EXIT ACCESS SHALL BEARRANGED SUCH THAT THERE ARE NO DEAD ENDS IN CORRIDORS MORE THAN 20 FEET IN LENGTH. EXCEPTION 2: INOCCUPANCIES IN GROUP B, WHERE THE BUILDING IS EQUIPPED THROUGHOUT WITH AN AUTOMATIC SPRINKLERSYSTEM IN ACCORDANCE WITH 903.3.1.1, THE LENGTH OF THE DEAD-END CORRIDORS SHALL NOT EXCEED 50 FEET.
ASSEMBLY, BUSINESS: 44 INCHES CLEAR (MIN)
T1020.2 MINIMUM CORRIDOR WIDTH:
STORAGE SPACES: 0 HR (SPRINKLERS)
BUSINESS SPACES: 0 HR (SPRINKLERS)
T1020.1 CORRIDOR FIRE-RESISTANCE RATING:
SECTION 1020: CORRIDORS:
B 300 FEET (SPRINKLERS)
OCCUPANCY: MAX TRAVEL DISTANCE:
T1017.2 EXIT ACCESS TRAVEL DISTANCE:
SECTION 1017: EXIT ACCESS TRAVEL DISTANCE:
1016.2 EGRESS THROUGH INTERVENING SPACES: EGRESS THROUGH INTERVENING SPACE IS PERMITTED WHERE SUCHADJOINING SPACES ARE ACCESSORY AND PROVIDE A DISCERNIBLE PATH OF EGRESS TO AN EXIT
SECTION 1016: EXIT ACCESS:
1015.2 WHERE REQUIRED: OPEN-SIDES OF WALKING SURFACES AND BALCONIES THAT ARE LOCATED MORE THAN 30 INCHESVERTICALLY ABOVE GRADE
SECTION 1015: GUARDS:
1013.1 WHERE REQUIRED: EXIT SIGN PLACEMENT SHALL BE SUCH THAT NO POINT IN AN EXIT ACCESS CORRIDOR IS MORETHAN 100 FEET FROM EXIT ACESS OR EXIT SIGN
SECTION 1013: EXIT SIGNS:
1011.4 WIDTH: REQUIRED WIDTH SHALL BE DETERMINED BY OCCUPANT LOAD BUT SHALL NOT BE LESS THAN 44 INCHES.
1011.3.1.2 FIRE-RESISTANCE RATING: STAIRWAY ENCLOSURES CONNECTING FOUR OR MORE STORIES SHALL HAVE AFIRE-RESISTANCE RATING NOT LESS THAN TWO HOURS.
SECTION 1011: STAIRWAYS:
1010.1.9.8 ACCESS-CONTROLLED EGRESS DOORS: EGRESS DOORS w/ APPROVED ACCESS CONTROL SYSTEMS SHALL DISENGAGEw/ SIGNAL OR LOSS OF POWER, MANUAL UNLOCKING DEVICES, ACTIVATION OF BUILDING FIRE ALARM SYSTEM AND/ORACTIVATION OF BUILDING AUTOMATIC SPRINKLER SYSTEM
1010.1.1 SIZE OF DOORS: MINIMUM WIDTH OF DOOR OPENING SHALL BE AS REQUIRED FOR OCCUPANT LOAD AND SHALLPROVIDE A MINIMUM 32 INCH CLEAR WIDTH
SECTION 1010: DOORS, GATES AND TURNSTILES:
1009.8 TWO-WAY COMMUNICATION SYSTEM COMPLYING WITH SECTIONS 1009.8.1 AND 1009.8.2 SHALL BE PROVIDED AT THELANDING SERVING EACH ELEVATOR OR BANK OF ELEVATORS ON EACH ACCESSIBLE FLOOR THAT IS ONE OR MORESTORIES ABOVE OR BELOW THE LEVEL OF EXIT DISCHARGE
1009.1 ACCESSIBLE MEANS OF EGRESS REQUIRED: WHERE MORE THAN ONE MEANS OF EGRESS IS REQUIRED FROM ANACCESSIBLE SPACE, THE ACCESSIBLE SPACE SHALL BE SERVED BY NO LESS THAN TWO ACCESSIBLE MEANS OF...
SECTION 1009: ACCESSIBLE MEANS OF EGRESS:
501-1000 3
1-500 2
OCCUPANT LOAD PER STORY MIN. NUMBER OF EXITS FROM STORY
T1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS PER STORY
'B' 100' (SPRINKLED)
OCCUPANCY MAX CPET DISTANCE
T1006.2.1 SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY
1006.2.1 EGRESS BASED ON OCCUPANT LOAD AND COMMON PATH OF EGRESS TRAVEL DISTANCE (CPET): TWO EXITS OR EXITACCESS DOORWAYS FROM ANY SPACE SHALL BE PROVIDED WHERE THE DESIGN OCCUPANT LOAD OR THE COMMONPATH OF EGRESS TRAVEL DISTANCE EXCEEDS THE VALUES LISTED IN TABLE 1006.2.1.
SECTION 1006: NUMBER OF EXITS AND EXIT ACCESS DOORWAYS:
1005.7.1 ENCROACHMENT (DOORS): WHEN FULLY OPEN SHALL NOT REDUCE REQUIRED WIDTH MORE THAN 7 INCHES IN ANYPOSITION, DOOR SHALL NOT REDUCE REQUIRED WIDTH MORE THAN HALF
1005.3.2 OTHER EGRESS COMPONENTS: CAPACITY SHALL BE DETERMINED BY MULTIPLYING CALCULATED OCCUPANT LOAD PERFLOOR BY 0.2 INCH PER OCCUPANT
1005.3.1 STAIRWAYS: CAPACITY SHALL BE DETERMINED BY MULTIPLYING CALCULATED OCCUPANT LOAD PER FLOOR BY 0.3 INCHPER OCCUPANT
SECTION 1005: MEANS OF EGRESS SIZING:
IBC CHAPTER 10: MEANS OF EGRESS:
1 1/29/18 Addendum 1
1
ADD-1
1
ADD-1
SUCH
CROSSROADS BUILDING
ARP BUILDING
COLLEGE COMMUNITY
CTR
LUDDEN LIBRARY
FINE ARTS
EDUCATION & ENRICHMENT CTR
BUSINESS & TECHNOLOGY AUTO TECH
PATHFINDER BUILDING
TOTAL DISTANCE BETWEEN RESTROOMS 334'
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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A-100
SITE PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
MP
TW
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1 1/29/18 Addendum 1
1" = 40'-0"1SITE PLAN
1
ADD-1
T45
UP UP
DN DN
DEMOLITION GENERAL
NOTES
GENERAL CONTRACTOR TO COORDINATE SCHEDULING ALL WORK WITH OWNER.
WORK LABELED (NIC), OR OTHERWISE NOT NOTED IS NOT IN CONTRACT FOR ANY ARCHITECTURAL IMPROVEMENTS.
THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS WITH CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS AND SHALL REPORT ANY DEVIATIONS, DISCREPANCIES AND/OR CONFLICTS TO ARCHITECT.
THE GENERAL CONTRACTOR & SUBCONTRACTOR SHALL TAKE EXTREME CARE DURING DEMOLITION NOT TO DAMAGE OR DISTURB ANY EXISTING CONDITIONS THAT ARE TO REMAIN. GENERAL CONTRACTOR OR SUBCONTRACTOR SHALL REPAIR ANY DAMAGE OR DISTURBANCE TO EXISTING CONDITIONS AT NO COST TO THE OWNER.
PROVIDE PROTECTION FOR FLOORS, WALLS, & CEILING AT ALL EXISTING CONDITIONS TO REMAIN, INCLUDING TRAFFIC AREA FOR DEMOLITION REMOVAL IN COMMON BUILDING AREAS & FREIGHT ELEVATORS. DAMAGED FLOORS WILL BE REPLACED @ NO COST TO OWNER.
REMOVE ALL WALLS, DOORS (AND OTHER ITEMS) SHOWN DASHED - FIELD VERIFY CONSTRUCTION OF ALL WALLS TO BE REMOVED - PROVIDE SHORING AND BRACING AS REQUIRED.
ALL ITEMS WITHIN WALLS TO BE REMOVED ARE NOT SHOWN -FIELD VERIFY EXISTING CONDITIONS AND TEMPORARILY OR PERMANENTLY REMOVE ITEMS AS NECESSARY FOR NEW CONSTRUCTION.
REMOVE ALL EXISTING POWER AND ASSOCIATED CONDUIT (AND OTHER MISCELLANEOUS ITEMS WHERE INDICATED) ON EXISTING WALLS TO BE REUSED. IF REMOVAL WILL DISRUPT PERFORMANCE OF ANY ITEM NOT INCLUDED IN THIS SCOPE, RELOCATE AND ENSURE PROPER FUNCTION IS RESTORED.
GENERAL CONTRACTOR TO COORDINATE ABATEMENT CONSULTANT FOR ANY CONTAMINATED MATERIALS TO BE REMOVED BEFORE WORK TO BEGIN IN THIS AREA.
REFER TO SPECIFICATIONS REGARDING; EXISTING CONDITIONS, CUTTING AND PATCHING AND SELECTIVE DEMOLITION REQUIREMENTS THAT APPLY TO ALL WORK KEY NOTES DESCRIBED ON THIS SHEET.
REFER TO (ELECTRICAL, MECHANICAL, STRUCTURAL, LANDSCAPE, ETC.) DEMOLITION DRAWINGS FOR ADDITIONAL ITEMS.
COORDINATE W/BUILDING OWNER DURING DEMOLITION TO DETERMINE WHETHER EXISTING FIRE & SMOKE DETECTION SYSTEMS ARE TO BE BAGGED, PROTECTED & REMAIN IN OPERATION OR TO BE TAKEN OFF LINE.
AREAS OF DEMOLITION SHALL BE FREE OF (FURNITURE AND MOBILE EQUIPMENT AND ACCESSORIES) PRIOR TO START OF WORK.
REMOVE (STAPLES, NAILS AND SCREWS) FROM WALLS TO REMAIN, TYPICAL THROUGHOUT.
REMOVE AND SALVAGE (ALL SIGNAGE, CLOCKS, EMERGENCY KITS, PENCIL SHARPENERS AND PHONES) FROM WALLS, (INSIDE CLASSROOMS AND IN LOBBY AREAS). PATCH AND REPAIR WALLS WHERE DAMAGED BY REMOVAL. (SALVAGE AND RETURN TO OWNER) (OR) (SALVAGE FOR NEW LOCATION)
REMOVE AND REPLACE ALL EXISTING SWITCH PLATES AND OUTLET COVERS FROM EXISTING WALLS AND REPLACE WITH NEW PLATES PER SPEC.
REMOVE ALL EXISTING WALL MOUNTED DOOR STOPPERS. PATCH AND REPAIR WALLS WHERE DAMAGED BY REMOVAL.
REMOVE ALL FLOORING (INCLUDING ADHESIVES, SETTING MATERIALS, TRANSITION MATERIALS, ETC.) AND (RUBBER) WALL BASE. PROTECT WALLS FROM DAMAGE.
REMOVE ALL WOOD DOORS. SAND DOORS SMOOTH & REFINISH TO ORIGINAL LUSTER.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
19.
A B C D
1
2013 REMODEL NOT IN SCOPE
1
2
1
2
2
2
2
3
444 4
5
6
7
45
6
9
1011
12
13
4
214
12
2' - 8 1/2"
4' - 0"
2' - 8 1/4"
4' - 0"
2' - 8 1/4"
4' - 0" 3' - 4 1/2" 4' - 0"
5' - 0" 3' - 4"
15
16
16
12
ALTERNATE NO. 4
9' -
8 1
/2"
3' -
0"
17
17
17
17
1
ADD-1
1
ADD-1
17 17
17
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/3
0/2
01
8 7
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2 A
M
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38.0
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entr
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llner@
hcm
2.c
om
.rvt
AD-111
FIRST FLOORDEMOLITION PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
Checker
Author
11738.001
Approver
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
SHEET NOTES - DEMOLITIONPLANS
NOTE # NOTE1 DEMO EXISTING CARPET THRU-OUT
2 DEMO EXISTING DEMOUNTABLE PARTITIONS, DOOR FRAMES, DOORS& HARDWARE
3 DEMO EXISTING CERAMIC TILE
4 DEMO EXISTING WALL AND WINDOW
5 DEMO EXISTING TRANSACTION COUNTER
6 DEMO EXISTING SLIDING SECURITY GRILLE
7 DEMO EXISTING POWER POLE WOOD POST
9 DEMO EXISTING CASEWORK AND COUNTER TOP IN ITS ENTIRETY
10 DEMO EXISTING WALL FOR NEW DOOR
11 DEMO EXISTING GYP. BOARD SOFFIT ABOVE
12 DEMO EXISTING WALL
13 DEMO EXISTING DOOR
14 DEMO EXISTING VAULT DOOR AND LINTEL ABOVE DOOR AND CMUWALLS IN THEIR ENTIRETY
15 REMOVE EXISTING DEFLIBERATOR AND REINSTALL AS NOTED
16 REMOVE EXISTING FIRE EXTINGUISHER AND CABINET ANDREINSTALL AS NOTED
17 DEMO EXISTING WALLPAPER FLOOR TO CEILING, SKIM COAT WALLSAND PREP FOR NEW PAINT
1/8" = 1'-0"A1DEMOLITION FLOOR PLAN
1 1/29/18 Addendum 1
1
ADD-1
1
ADD-1
1
ADD-1
1
ADD-1
1
ADD-1
A B C D
1
1
2
3
1
1
1
1
1
11
1 1
1
1
11
1
1
2
4
4
5
5
5
1
1
1
6
1
1
D1
A-300
E3
A-522
2013 REMODEL NOT IN SCOPE
A4
A-610
1
1
1
ADD-1
DEMOLITION RCP GENERAL NOTES
GENERAL CONTRACTOR TO COORDINATE SCHEDULING ALL WORK WITH OWNER.
WORK LABELED (NIC), OR OTHERWISE NOT NOTED IS NOT IN CONTRACT FOR ANY ARCHITECTURAL IMPROVEMENTS.
THE GENERAL CONTRACTOR & THEIR SUBCONTRACTORS SHALL VERIFY ALL EXISTING CONDITIONS AND DIMENSIONS WITH CONDITIONS SHOWN IN THE CONTRACT DOCUMENTS AND SHALL REPORT ANY DEVIATIONS, DISCREPANCIES AND/OR CONFLICTS TO ARCHITECT.
THE GENERAL CONTRACTOR & SUBCONTRACTOR SHALL TAKE EXTREME CARE DURING DEMOLITION NOT TO DAMAGE OR DISTURB ANY EXISTING CONDITIONS THAT ARE TO REMAIN. GENERAL CONTRACTOR OR SUBCONTRACTOR SHALL REPAIR ANY DAMAGE OR DISTURBANCE TO EXISTING CONDITIONS AT NO COST TO THE OWNER.
PROVIDE PROTECTION FOR FLOORS, WALLS, & CEILING AT ALL EXISTING CONDITIONS TO REMAIN, INCLUDING TRAFFIC AREA FOR DEMOLITION REMOVAL IN COMMON BUILDING AREAS & FREIGHT ELEVATORS. DAMAGED FLOORS WILL BE REPLACED @ NO COST TO OWNER.
REMOVE ALL WALLS, DOORS (AND OTHER ITEMS) SHOWN DASHED - FIELD VERIFY CONSTRUCTION OF ALL WALLS TO BE REMOVED - PROVIDE SHORING AND BRACING AS REQUIRED.
ALL ITEMS WITHIN WALLS TO BE REMOVED ARE NOT SHOWN -FIELD VERIFY EXISTING CONDITIONS AND TEMPORARILY OR PERMANENTLY REMOVE ITEMS AS NECESSARY FOR NEW CONSTRUCTION.
REMOVE ALL EXISTING POWER AND ASSOCIATED CONDUIT (AND OTHER MISCELLANEOUS ITEMS WHERE INDICATED) ON EXISTING WALLS TO BE REUSED. IF REMOVAL WILL DISRUPT PERFORMANCE OF ANY ITEM NOT INCLUDED IN THIS SCOPE, RELOCATE AND ENSURE PROPER FUNCTION IS RESTORED.
GENERAL CONTRACTOR TO COORDINATE ABATEMENT CONSULTANT FOR ANY CONTAMINATED MATERIALS TO BE REMOVED BEFORE WORK TO BEGIN IN THIS AREA.
REFER TO SPECIFICATIONS REGARDING; EXISTING CONDITIONS, CUTTING AND PATCHING AND SELECTIVE DEMOLITION REQUIREMENTS THAT APPLY TO ALL WORK KEY NOTES DESCRIBED ON THIS SHEET.
REFER TO (ELECTRICAL, MECHANICAL, ETC.) DEMOLITION DRAWINGS FOR ADDITIONAL ITEMS.
COORDINATE W/ BUILDING OWNER DURING DEMOLITION TO DETERMINE WHETHER EXISTING FIRE & SMOKE DETECTION SYSTEMS ARE TO BE BAGGED, PROTECTED & REMAIN IN OPERATION OR TO BE TAKEN OFF LINE.
AREAS OF DEMOLITION SHALL BE FREE OF (FURNITURE AND MOBILE EQUIPMENT AND ACCESSORIES) PRIOR TO START OF WORK.
REMOVE (STAPLES, NAILS AND SCREWS) FROM WALLS TO REMAIN, TYPICAL THROUGHOUT.
REMOVE AND SALVAGE (ALL SIGNAGE, CLOCKS, EMERGENCY KITS, PENCIL SHARPENERS AND PHONES) FROM WALLS. PATCH AND REPAIR WALLS WHERE DAMAGED BY REMOVAL. (SALVAGE AND RETURN TO OWNER, U.O.N.
REMOVE AND REPLACE ALL EXISTING SWITCH PLATES AND OUTLET COVERS FROM EXISTING WALLS AND REPLACE WITH NEW PLATES PER SPEC.
REMOVE ALL EXISTING WALL MOUNTED DOOR STOPPERS. PATCH AND REPAIR WALLS WHERE DAMAGED BY REMOVAL.
REMOVE ALL FLOORING (INCLUDING ADHESIVES, SETTING MATERIALS, TRANSITION MATERIALS, ETC.) AND (RUBBER) WALL BASE. PROTECT WALLS FROM DAMAGE.
1.
2.
3.
4.
5.
6.
7.
8.
9.
10.
11.
12.
13.
14.
15.
16.
17.
18.
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/2
9/2
01
8 9
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9 P
M
C:\R
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17
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2.c
om
.rvt
AD-121
FIRST FLOORREFLECTED CEILINGDEMOLITION PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
Checker
Author
11738.001
Approver
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1DEMOLITION REFLECTED CEILING PLAN
SHEET NOTES - DEMOLITIONREFLECTED CEILING PLANS
NOTE # NOTE1 DEMO EXISTING CEILING AND GRID
2 DEMO EXISTING BULKHEAD
3 DEMO EXISTING WOOD CEILING
4 DEMO EXISTING OPERABLE PARTITIONS AND HOUSING
5 DEMO EXISTING SOFFIT
6 DEMO EXISTING CONCRETE CEILING IN ITS ENTIRETY. RE: DEMODETAILS
1 1/29/18 Addendum 1
1
ADD-1
UP
UP
UP
FLOOR PLAN GENERAL NOTES
DIMENSIONS INDICATED ARE TO FACE OF FINISH MATERIAL OF PARTITION OR WALL AND GRID LINES, UON
REFER TO FINISH PLANS FOR INTERIOR ELEVATION CALLOUTS, ENLARGED PLAN CALLOUTS AND FLOOR PATTERNS.
REFER TO FINISH PLANS FOR MARKER/TACK/LCD SCREEN SIZES AND LOCATIONS.
PROVIDE BLOCKING AT ALL WALL-MOUNTED ACCESSORIES HARDWARE WHERE REQUIRED AND WALL-HUNG CABINETS.
VERIFY & COORDINATE ALL REQUIREMENTS FOR OWNER FURNISHED ITEMS PRIOR TO PERFORMANCE OF WORK THAT MAY INTERFACE WITH SUCH ITEMS.
PROVIDE PAINTED ACCESS PANELS IN WALLS & CEILINGS AT CONCEALED ITEMS, SUCH AS VALVES, CONTROLS, SWITCHES OR ANY OTHER ITEMS THAT REQUIRES ACCESS. GC TO DETERMINE ACCESS PANEL LOCATION W/ ARCHITECT PRIOR TO INSTALLATION.
1.
2.
3.
4.
5.
6.
A B C D
1
100 SF
STORAGE
105C
121 SF
SPECIALISTOFFICE
105B
123 SF
OFFICE
104J
128 SF
OFFICE
104H
116 SF
OFFICE
104G
118 SF
OFFICE
104F
216 SF
OFFICE
104E60 SF
STORAGE
104D
183 SF
CONFERENCEROOM
104B
165 SF
VESTIBULE
100
545 SF
MECHANICAL
101
375 SF
FOODPANTRY
102
FIRESERVICE
102A
204 SF
STUDY /COMPUTER
110C
501 SF
STUDENTVETERANSLOUNGE
110A
20 SF
JAN.
112
3942 SF
COLLABORATION
103
180 SF
WOMEN'STOILET
114
188 SF
MEN'STOILET
11399 SF
CORR.
111
C1
A-300
541 SF
CONFROOM
109
IDFRACK
2013 REMODEL NOT IN SCOPE
113 SF
OFFICE
104L
170 SF
CORRIDOR
104K
155 SF
CORRIDOR
104C
170 SF
RECEPTION/WAITING
104A
113 SF
OFFICE
104M
A1
A-300
304 SF
COMMUNITYCAFE
108
103 SF
IT/HELPDESK
105A
102 SF
SVAOFFICE
110B
685 SF
COMPUTERSTATIONS
107
70 SF
ELEC.
106
104A
104M
104B
109
110B
110A 104K
104L
110C
105A
2-3A
2-3A
2-3F
2-3A
2-3F
2-3A
2-3A
2-3A
2-3A
2-3A
3-3A
3-3A3-3A
2-3A
10' - 0" 4' - 9"
10
' -
0"
10
' -
3 1
/2"
2-3A
15
' -
3 1
/4"
5' - 4 1/2"
ALIGN
75.0°
ALIG
N
SKYLIGHT ABOVE, TYP
3' - 1
0 3
/4" 1
3' - 4
1/2
"
11' - 6" 9' - 0"
2' -
9"
16
' -
7"
EQ EQ
A A A
A
105C
105B
104J
104H
104G
104F
104E
104D
A-521
E6
2-3A
F.3
F.2
F.1
ALTERNATE NO. 1
D1
A-300
2-3A
2-3A
1-3A
1-3A
4' - 8"
2-3A
1
5' - 0" 3' - 4"
2
3
3
105D
103
105D
103
2-6A
A-520
B4
96.0°
8' - 9 1/2"
3' -
0"
5' -
0"
11' - 8" 8' - 1 1/4"
11' - 9 1/2" 2' - 5" 2' - 5" 6' - 5" 2' - 5" 2' - 5"
16
' -
1 1
/4"
2' -
4"
11' - 7 1/4"
10
' - 1
1 1
/2"
3' -
5"
6' -
4 1
/2"
10' - 4" 11' - 0 1/2"
ALIGN
1' -
5 3
/4"
2' - 0"
1-3F
1-3F
1-3F
A-610
A3
F.4
3' -
0"
10
' -
4"
4
7' - 8 1/4" 5' - 10 1/4"
5' - 2 3/4"
TYP. OF 3
2-6A
3' -
1"
2' -
10
"7
' -
4 1
/2"
5' - 1 1/2" 11 1/4"
5' -
0 1
/2"
9' -
2 1
/4"
1' -
0 1
/4"
8' - 4"
8' -
2 1
/4"
2-3A ABOVE
A4
A-610
5
A1
ADD-1
6
94 SF
ENTRY
122
494 SF
CORRIDOR
123
527 SF
CORRIDOR
124
94 SF
ENTRY
121
1
ADD-1
1
ADD-1
NO
M.
1/4
"
NO
M.
1/4
"
1"
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
1-HR
1-2-
1-3-
1-6-
1-8-
2-X-
2-8-
2-6-
2-3-
2-2-
NON-RATED PARTITION HEAD---F
PLAN DETAIL @ PARTITION INTERSECTION
ASSEMBLY
RATED WALL
PLAN DETAIL - NON-RATED CONTROL JOINT
1/2"
PARTITION TYPES LEGEND
2-6A
2-6A1HR
PARTITION TYPES NOTES
NO
M.
1/4
"
PARTITION
PARTITION
PARTITION
PARTITION
PARTITION
1-HR
3-X-
3-8-
3-6-
3-3-
3-2-
GYP BD
METAL STUD
BASE- RE: FINISH PLAN
RUNNER CHANNEL
SEALANT
GYP BD- BOTH SIDES
METAL STUD
BASE- RE: FINISH PLAN
RUNNER CHANNEL
SEALANT- BOTH SIDES
FLOOR OR ROOF DECK
DEEP LEG TOP TRACK
METAL STUD
GYP BD- BOTH SIDES
CEILING
WITH 2-1/2" METAL STUD PARTITION WIDTH = 3-1/8"
WITH 3-5/8" METAL STUD PARTITION WIDTH = 4-1/4"
WITH 6" METAL STUD PARTITION WIDTH = 6-5/8"
WITH 8" METAL STUD PARTITION WIDTH = 8-5/8"
WITH 2-1/2" METAL STUD PARTITION WIDTH = 3-3/4"
WITH 3-5/8" METAL STUD PARTITION WIDTH = 4-7/8"STC: 45
WITH 6" METAL STUD PARTITION WIDTH = 7-1/4"STC: 45
WITH 8" METAL STUD PARTITION WIDTH = 9-1/4"STC: 45
WITH STUD AS INDICATEDU.L. DESIGN = U419
SEE GENERAL PARTITION TYPE FOR REQUIRED STUD SIZE AND LAYERS OF GYP. BD. (2 LAYERS SHOWN)
RE: PLANS FOR SCHEDULED PARTITION
TYPES
RE: PLANS FOR SCHEDULED PARTITION
TYPES
GYP. BD. ACCESSORY -CONTROL JOINT - BOTH
SIDES
SEALANT - BOTH SIDES
PARTITION TYPE -FIRST POSITION INIDCATES GENERALPARTITION TYPE
PARTITION TYPE -SECOND POSITION INDICATESRELATIVE WIDTH OF PARTITION
LETTER INDICATES CONDITION AT HEAD OF PARTITION
FIRE RATING IS CALLED OUT BELOW TAG
1. PARTITION TYPES ARE INDICATED ON THE FLOOR PLANS.
2. ALL PARTITIONS SHALL EXTEND STRUCTURE TO STRUCTURE UNLESS NOTED OTHERWISE.
3. CONSTRUCTION OF FIRE-RATED PARTITIONS, INCLUDING TAPING AND FINISHING OF GYP. BD. FOR FULL HEIGHT TO STRUCTURE ABOVE, SHALL BE IN ACCORDANCE WITH MANUFACTURER'S DIRECTIONS TO ACHIEVE THE RATING INDICATED.
4. SOUND ISOLATION PARTITIONS SHALL BE SEALED AIRTIGHT FOR FULL HEIGHT TO PREVENT PASSAGE OF AIRBORNE SOUND. TAPE AND FINISH ALL GYP. BD. JOINTS AND FASTENERS, PROVIDE SEALANT AT PERIMETER AND AT ALL PENETRATIONS.
5. PROVIDE FIRE-RETARDANT TREATED WOOD BLOCKING FOR PARTITION MOUNTED EQUIPMENT AND CASEWORK.
6. PARTITION TYPES DESCRIBE THE PRIMARY MEMBER AND SHEATHING. REFER TO FINISH SCHEDULE FOR ALL PARTITION FINISH DESIGNATIONS.
7. PROVIDE TYPE 'WR' WATER RESISTANT GYP. BD. IN ALL WET AREAS SUCH AS TOILET, LOCKER, AND SHOWER ROOMS. PROVIDE 5/8" CONCRETE BACKER BOARD AT ALL CERAMIC TILE FINISHES TO ALIGN WITH 5/8" TYPE 'WR' GYP. BD. ABOVE.
8. PROVIDE SLIP JOINT CONNECTIONS AT THE TOPS OF ALL PARTITIONS WHICH INTERSECT THE STRUCTURE ABOVE. PROVIDE FIRE SAFING AT ALL SLIP JOINT CONNECTIONS IN FIRE RATED PARTITIONS.
9. ALL PARTITIONS TO BE PARTITION TYPE (3-5/8" METAL STUD WITH SOUND ATTENUATION INSULATION AND (1) LAYER OF 5/8" GYP. BD. ON BOTH SIDES) AND SHALL EXTEND STRUCTURE TO STRUCTURE, UNLESS NOTED OTHERWISE WITH A PARTITION TYPE TAG. THIS DEFAULT PARTITION TYPE IS NON-RATED. THIS SAME PARTITION TYPE IN A RATED CONDITION IS TAGGED ON THE FLOOR PLANS.
10. PROVIDE GYP. BD. CONTROL JOINTS WHERE DESIGNATED ON THE INTERIOR ELEVATIONS (A-420 SHEETS) AND ANYWHERE THERE IS A CONTINUOUS RUN OF GYP. BD. THAT IS GREATER THAN 30'-0" IN LENGTH. CONFIRM THE LOCATION OF ADDITIONAL CONTROL JOINTS WITH THE ARCHITECT PRIOR TO INSTALLATION.
FLOOR LINE FLOOR LINE
GYP BD- BOTH SIDES
METAL STUD
BASE- RE: FINISH PLAN
RUNNER CHANNEL
SEALANT- BOTH SIDES
WITH 2-1/2" METAL STUD PARTITION WIDTH = 4-3/8"
WITH 3-5/8" METAL STUD PARTITION WIDTH = 5-1/2"STC: 50
WITH 6" METAL STUD PARTITION WIDTH = 7-7/8"STC: 50
WITH 8" METAL STUD PARTITION WIDTH = 9-7/8"STC: 50
WITH STUD AS INDICATEDU.L. DESIGN = U419
FLOOR LINE
1"
NON-RATED PARTITION HEAD---A
FLOOR OR ROOF DECK
DEEP LEG TOP TRACK
METAL STUD
GYP BD- BOTH SIDES
CEILING
SEE GENERAL PARTITION TYPE FOR REQUIRED STUD SIZE AND LAYERS OF GYP. BD. (2 LAYERS SHOWN)
SOUND ATTENTUATION BLANKET
TYPE 'X' GYP. BOARD
SOUND ATTENTUATION BLANKET
TYPE 'X' GYP. BOARD
NEW WALL
EXISTING WALL
WALL LEGEND
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/2
9/2
01
8 9
:05:0
7 P
M
C:\R
evit L
ocal F
iles\1
17
38.0
01
_LC
CC
SE
_C
CR
_C
entr
al_
twe
llner@
hcm
2.c
om
.rvt
A-111
FIRST FLOOR PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
SHEET NOTES -CONSTRUCTION PLANS
NOTE # NOTE1 EXISTING UNDERCOUNTER REF TO BE RELOCATED
2 RELOCATED DEFIBRILLATOR, MOUNTED AT EXISTING HEIGHT
3 RELOCATED FIRE EXTINGUISHER AND CABINET, MOUNT ATEXISTING HEIGHT
4 FLOOR BOX, RE: ELEC DWGS
5 EXISTING DRINKING FOUNTAIN
6 FILL SLAB WITH SELF LEVELING CONCRETE AT EXISTINGCUTOUT. DIMS TO BE VERIFIED IN FIELD.
1/8" = 1'-0"A1FIRST FLOOR
1 1/29/18 Addendum 1
1
ADD-1
J
J
JJ
J
J
A B C D
1
C1
A-300
C-2
9' - 0"
A1
A-300
C-1
11' - 0"
C-7
11' - 6"
C-1
10' - 6"
C-6
9' - 6"
C-1
10' - 6"
C-2
9' - 0"
C-6
8' - 0"
C-1
9' - 0"
C-2
10' - 6"
C-1
10' - 0"
C-2
10' - 6"
C-2
10' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
4' -
0"
16
' -
0"
EQ
6' - 0 1/4" 20' - 0"
11
' -
3"
58
' -
8 3
/4"
8' -
10
"
12' - 1 1/2"
COLLABORATION
103
CONFROOM
109
STUDENTVETERANSLOUNGE
110A
COMMUNITYCAFE
108
STUDY /COMPUTER
110C
OFFICE
104L
OFFICE
104M
CORRIDOR
104K
SPECIALISTOFFICE
105B
OFFICE
104J
OFFICE
104H
OFFICE
104G
OFFICE
104F
OFFICE
104E
STORAGE
104D
RECEPTION/WAITING
104A
CONFERENCEROOM
104BCORRIDOR
104C
STORAGE
105C
COMPUTERSTATIONS
107 IT/HELPDESK
105A
SVAOFFICE
110B
2' - 2 1/4"
3
5
1
P-5
P-5
C-2
9' - 0"
C-2
9' - 0"6" TYP
C-1
9' - 0"
C-2
10' - 0"
93.0°
5' -
0"
ALIG
N
EQ
EQ16' - 0"EQ
1
1
1
1
1
1
1
1
1
11
1
1
1
1
1
2
3
2
2
3
3
ELEC.106
C-2
9' - 0"
VESTIBULE100
1
A1
A-522
D3
A-522
C1
A-522
C3
A-522
C1
A-522
C1
A-522
BULKHEAD ABOVE
D5
A-522
C2
A-522
D1
A-522
P-5
P-5
MEN'STOILET
113
WOMEN'STOILET
114
CORR.
111
JAN.
112
80.6
°
C-5
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
4
4
EQ EQ
ALIGN
4
ALIGN
C-2
9' - 0"
C-2
9' - 0"
C-2
9' - 0"
C-5
A4
A-522 2
80.6
°
20' - 0"
EQ
EQ
6
EQ EQ
5' - 6" 10' - 0" 10' - 0"
EQ 11' - 2" EQ
6' -
6 1
/4"
7' -
10
"
5' - 0
"3' - 4
"3' - 1
1"
5' - 7
"6' - 2
3/4
"7' - 2
"7' - 2
"7' - 2
"
EQ 9' - 6 3/4" EQ
13' - 8 3/4"
L2
L3
L1L1
1' - 1 1/4"
5' - 11"
2' - 6
3/4
"6' - 1
1/4
"6' - 1
1/4
"
1' -
5"
A4
A-610
1
ADD-1
1
ADD-1
527 SF
CORRIDOR
124
94 SF
ENTRY
121
94 SF
ENTRY
122
494 SF
CORRIDOR
123
RCP GENERAL NOTES
ALL CEILING ELEVATIONS DIMENSIONED FROM FINISH FLOOR BELOW.
CENTER ALL DEVICES, SPRINKLER HEADS, ETC. IN CEILING TILE.
FIRE SPRINKLER CONTRACTOR TO REFERENCE ALL DRAWINGS & SPECIFICATIONS FOR DETERMING REQUIRED COVERAGE & HEAD LAYOUT/ DESIGN.
PAINT ALL EXPOSED STRUCTURE, RE: FINISH LEGEND
ALL GYPSUM BOARD SOFFITS AT 9'-0" AFF U.O.N.
PAINT ALL SOFFITS P-5 U.O.N.
1.
2.
3.
4.
5.
6.
CEILING TYPE LEGEND
NEW GYP BD
NEW 2X4 ACT, NEW GRID
NOT USED
NOT USED
OPEN TO STRUCTURE
WOOD CEILING
PERFORATED METAL CEILING, PAINT STRUCTURE ABOVE P-7
C-1
C-2
C-3
C-4
C-5
C-6
C-7
1
ADD-1
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
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A-121
FIRST FLOORREFLECTED CEILINGPLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
MP
TW
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1FIRST FLOOR REFLECTED CEILING PLAN
SHEET NOTES - RCP
NOTE # NOTE1 NEW GRID, CEILING TILES & LIGHT FIXTURES AS SCHEUDLED
THROUGHOUT SCOPE OF WORK. RE: ELEC DRAWINGS FORADDITIONAL INFORMATION
2 DECORATIVE PENDANT LIGHT FIXTURE, RE: ELEC DRAWINGS
3 NEW GYP & LIGHTING
4 CONTROL JOINT, TYP
5 NEW METAL GRID TILES & LIGHT FIXTURES AS SCHEUDLEDTHROUGHOUT SCOPE OF WORK. RE: ELEC DRAWINGS FORADDITIONAL INFORMATION
6 AT C-5, PAINT ALL EXPOSED ELEMENTS (PIPING, DUCTWORK,STRUCTURE) ABOVE GRID P-7
1 1/29/18 Addendum 1
DECORATIVE LIGHT FIXTURE SCHEDULETYPE DESCRIPTION LAMP MANUFACTURER FINISH MOUNTING NOTE
L1 PENDANT ACCENT LIGHT, 277V ELECTRONIC LED DRIVER, 0-10V DIMMING,1309 LUMENS, 5-YR WARRANTEE
LED, 3000,26.9W, 80 CRI
BEGA VELVET BLACK W/ MATTECOPPER INTERIOR
CEILING, +8'-6" AFF GENTS
L2 PENDANT ACCENT LIGHT, ELECTRONIC LED DRIVER, 0-10V DIMMING, WITHSOCKET HOLDER FOR EDISON BASE, 1-YR WARRANTEE
LED, 2200K, 2W BRUCK LIGHTING BYLEDRA BRANDS
BRUSHED NICKEL CEILING, +7'-0" TO +8'-6" INVARYING INCREMENTS
MULTI LINE VOLTAGE PENDANT -5 POINT CANOPY, BRONZE
L3 WALL MOUNTED ACCENT LIGHT WITH INDUSTRIAL PIPING LED CUSTOM WALL MOUNTED REFER TO ALLOWANCE NO. 1FOR ADDITIONAL INFORMATION
UP
UP
UP
A-411
A1
7
3942 SF
COLLABORATION
103
541 SF
CONFROOM
109
102 SF
SVAOFFICE
110B
501 SF
STUDENTVETERANSLOUNGE
110A
204 SF
STUDY /COMPUTER
110C
188 SF
MEN'STOILET
113
180 SF
WOMEN'STOILET
114
99 SF
CORR.
111
304 SF
COMMUNITYCAFE
108
100 SF
STORAGE
105C
70 SF
ELEC.
106
121 SF
SPECIALISTOFFICE
105B
123 SF
OFFICE
104J
128 SF
OFFICE
104H
116 SF
OFFICE
104G
118 SF
OFFICE104F
170 SF
CORRIDOR
104K
113 SF
OFFICE
104L
113 SF
OFFICE104M
183 SF
CONFERENCEROOM
104B
170 SF
RECEPTION/WAITING
104A
165 SF
VESTIBULE
100
60 SF
STORAGE
104D
216 SF
OFFICE
104E
155 SF
CORRIDOR
104C
375 SF
FOODPANTRY
102 545 SF
MECHANICAL
101
A-420
A4
A1
A3
A-420
C3
A-420 C1
685 SF
COMPUTERSTATIONS
107
103 SF
IT/HELPDESK
105A
A-420 B2
A-420
D1
A-420D2
A-420B1
A-420 B1
OP
P.
ADA
1 1
2
2
ALIGN
TR
-1
TR-2
TR
-3T
R-3
3
P-2
WC
-1
CGCG
CG
CG
P-4
P-4
P-4
P-4
P-4
TR-1
80.6
°
WC
-1
B4
A-420
E1
A-411
A3
TR-2
TR-2
2
5
P-2
P-3
CG
MTL-1 P-3
6
WC-1
P-4
P-4
P-4
DP-1
P-4
A-420
B6
RS-1
P-3
A-420
D3
CG
CG
A-420
8' -
9 1
/2"
6' - 2 1/2" 2
22
VD-1
4
A-420 D4
WD-1
WD-1
2
1
ADD-1
94 SF
ENTRY
121
527 SF
CORRIDOR
124494 SF
CORRIDOR
123
94 SF
ENTRY
122
1. THE FOLLOWING INTERIOR FINISHES ARE LOCATED THROUGHOUT THE SCOPE OF WORK, UNLESS NOTED OTHERWISE. REFER TO INTERIOR FINISH LEGEND FOR SPECIFICATION:
a. ALL INTERIOR WALLS TO BE PAINTED P-1b. CARPET THROUGHOUT TO BE CPT-1c. BASE THROUGHOUT TO BE RB-1d. ALL WINDOW SILLS TO BE SS-1e. ALL HM DOOR FRAMES TO BE PAINTED P-6
2. ALL FLOOR MATERIALS TO BE BUTT JOINTED AT TRANSITIONS ON CENTER OF DOOR WHERE APPLICABLE, UNO. PROVIDE EDGE PROTECTION AND TRANSITION PROFILES WHERE FLOOR MATERIAL CHANGES AND/OR STOPS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.
3. PAINT ALL (EXPOSED PIPES, AIR GRILLES, ETC.) TO MATCH ADJACENT WALL COLOR.
4. ALL WALL (MOUNTED CASEWORK, MILLWORK, HARDWARE, EQUIPMENT, ETC.) SHALL BE ANCHORED TO METAL STRAPPING OR ½” FRT PLYWOOD BACKING BETWEEN STUDS,U.N.O. COORDINATE ACCORDINGLY.
5. REFER TO A-400 SHEETS AND OTHER DRAWINGS IN ADDITION TO THE FINISH PLANS AND KEYNOTE LEGEND FOR THE FULL EXTENT OF INTERIOR FINISHES.
6. ALL FLOORING MATERIALS CONTINUE UNDER CASEWORK TO TOE KICK OR IF OPEN, TO WALL.
7. REPLACE ALL EXISTING VINYL CORNER GUARDS.
8. RUBBER BASE TO BE REMOVED AND REPLACE WITH RB-1 IN CROSSROADS, VESTIBULES (121, 122) AND CORRIDORS BETWEEN BUILDINGS (123, 124).
FINISH PLAN GENERAL NOTES
1
ADD-1
CARPET - LVT
CARPET - CONCRETE
CARPET - PORCELAIN TILE
FLOOR TRANSITION LEGEND
TR-1
TR-2
TR-3
XXX
#
WALL FINISH SYMBOL
SHEET NOTE SYMBOL
FINISH SYMBOL LEGEND
CORNER GUARD
CEILING FINISH SYMBOLXXTR-?
TRANSITION TAG
CG
PATTERN DIRECTION
CPT 1
CPT 3
SC-1
FLOOR FINISH LEGEND
CPT 2
LVT
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
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9/2
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A-141
FIRST FLOOR FINISHPLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1FIRST FLOOR FINISH PLAN
ROOM FINISH SCHEDULEROOM
NUMBER ROOM NAME
FINISH MILLWORK
MISCFLOOR BASE WALL HORIZONTAL VERTICAL100 VESTIBULE CPT-3 RB-1 P-1
103 COLLABORATION CPT-1, CPT-2 RB-1 P-1, MTL-1,WC-1
FIREPLACE: CT-1,WD-1
104A RECEPTION/WAITING CPT-1 RB-1 P-1, P-3
104B CONFERENCE ROOM CPT-1 RB-1 P-1, P-2, WD-1
104C CORRIDOR CPT-1 RB-1 P-1
104D STORAGE SC-1 RB-1 P-1
104E OFFICE CPT-1 RB-1 P-1, P-4
104F OFFICE CPT-1 RB-1 P-1, P-4
104G OFFICE CPT-1 RB-1 P-1, P-4
104H OFFICE CPT-1 RB-1 P-1, P-4
104J OFFICE CPT-1 RB-1 P-1, P-4
104K CORRIDOR CPT-1 RB-1 P-1
104L OFFICE CPT-1 RB-1 P-1, P-4
104M OFFICE CPT-1 RB-1 P-1, P-4
105A IT/HELP DESK CPT-1 RB-1 P-1, P-3 SS-1 PL-1
105B SPECIALIST OFFICE CPT-1 RB-1 P-1, P-4 RS-1
105C STORAGE SC-1 RB-1 P-1
107 COMPUTER STATIONS CPT-1 RB-1 P-1
108 COMMUNITY CAFE LVT-1 RB-1 WD-1, P-3 SS-1 PL-1
109 CONF ROOM CPT-1 RB-1 P-1, P-2, WC-1 SS-1 PL-1
110A STUDENT VETERANSLOUNGE
CPT-1 RB-1 P-1, P-3, WC-1 SS-1 PL-1
110B SVA OFFICE CPT-1 RB-1 P-1, P-4
110C STUDY / COMPUTER CPT-1 RB-1 P-1
121 ENTRY CPT-1 RB-1
122 ENTRY CPT-1 RB-1
123 CORRIDOR CPT-3 RB-1
124 CORRIDOR CPT-3 RB-1
FINISH LEGENDCSI SECTION NUMBER CSI SECTION NAME TYPE CODE MANUFACTURER PRODUCT SIZE COLOR CONTACT REMARKS
DIVISION 6
06 2023 INTERIOR FINISH CARPENTRY DECORATIVE METAL PANELS DP-1 FORMS & SURFACES FUSED METAL - DALLAS 48X120SHEET
GRAPHITEDIAMOND
CHAD [email protected]
.0625" THICK
06 2023 INTERIOR FINISH CARPENTRY RECLAIMED WYOMING LICENSEPLATES
MTL-1 LOCAL ARTIST ORMILLWORKER
PLATE SIZES OF EQUALDIMENSIONS WITH A VARIETYOF STYLES AND COLORS
- - SCREW ATTACHMENT ATPAINTED PLYWOOD BACKERWITH 1/2" SPACING
06 2023 INTERIOR FINISH CARPENTRY WOOD BOARD PANELING WD-1 PIONEER MILLWORKS MIXED HARDWOODS 3/4X4 SETTLERS' PLANT
06 4116 PLASTIC LAMINATE FACEDARCHITECTURAL CABINETS
PLASTIC LAMINATE (VERTICAL) PL-1 WILSONART HIGH LINE - 7970K-18 BRYNN [email protected]
DIVISION 9
09 3013 CERAMIC TILING CERAMIC TILE CT-1 CROSSVILLE CRUX BY STILE 12X24 EARTH JESSICA [email protected]
09 5113 ACOUSTICAL PANEL CEILINGS ACOUSTICAL CEILING ACP-1 ARMSTRONG 895 FISSURED 24X48 KELLY [email protected]
09 5133 ACOUSTICAL METAL PAN CEILINGS METAL CEILING MTL-2 ARMSTRONG 6188 METALWORKS OPENCELL
24X24 PANEL RAL 7032 PEBBLEGREY
3" CELL SIZE. INSTALLS AS ALOCK-IN SYSTEM OFUNFRAMED OPEN CELLPANELS THAT CONNECT TOMOUNTING AND CROSSRAILS FOR ASELF-SUSPENDING SYSTEM -NO OTHER SUSPENSIONSYSTEM REQUIRED.
09 6513 RESILIENT BASE ANDACCESSORIES
RESILIENT BASE RB-1 JOHNSONITE RUBBER BASE 4" COVE,ROLLEDGOODS
63 BURNT UMBER
09 6519 RESILIENT TILE FLOORING LUXURY VINYL TILE LVT-1 ARMSTRONG NATURAL CREATIONS,MYSTIX SPETTRO
6X36 NA 931 CASPIANSAND
KRISTIN [email protected]
BRICK ASHLARINSTALLATION
09 6813 TILE CARPETING CARPET (FIELD) CPT-1 SHAW RENEW TILE - THE PARK5T141
9X36 NEST 38760 CAITLYN [email protected]
HERRINGBONEINSTALLATION
09 6813 CARPET (ACCENT) CPT-2 SHAW RENEW TILE - THE PARK5T141
9X36 DWELL 38535 HERRINGBONEINSTALLATION
09 6813 CARPET (WALK-OFF) CPT-3 TANDUS ASSERTIVE STRIA 04839 24X24 STEELWORK 26202 PAM [email protected]
09 7200 WALL COVERING VINYL WITH CUSTOM PRINTEDGRAPHIC
WC-1 MAHARAM TEXTURED 54" TBD CUSTOM GRAPHICPROVIDED BY ARCHITECT ASA PRINT-READY ELECTRONICFILE.
09 9123 INTERIOR PAINTING PAINT (FIELD) P-1 SHERWIN WILLIAMS EGGSHELL - SW 7005 PUREWHITE
PETER [email protected]
09 9123 PAINT (ACCENT) P-2 SHERWIN WILLIAMS EGGSHELL - SW 6244 NAVAL -
09 9123 PAINT (ACCENT) P-3 SHERWIN WILLIAMS EGGSHELL - SW 6520 GRANITEPEAK
-
09 9123 PAINT (ACCENT) P-4 SHERWIN WILLIAMS EGGSHELL - SW 7533 KHAKISHADE
09 9123 PAINT (CEILING) P-5 SHERWIN WILLIAMS FLAT - SW 7005 PUREWHITE
-
09 9123 PAINT (DOOR FRAME) P-6 SHERWIN WILLIAMS SEMI-GLOSS - SW 6990 CAVIAR -
09 9123 PAINT (STRUCTURE) P-7 SHERWIN WILLIAMS FLAT - SW 6990 CAVIAR
09 9123 CHALKBOARD PAINT P-8 TBD TBD - TBD
09 9123 INTERIOR PAINTING SEALED CONCRETE SC-1 - MATTE
DIVISION 10
10 1100 VISUAL DISPLAY UNITS PORCELAIN MARKERBOARD VD-1 CLARIDGE TBD TBD
DIVISION 12
12 2413 ROLLER WINDOW SHADES ROLLER SHADES RS-1 MECCOSHADE TBD TBD TBD
12 3661.16 SOLID SURFACING SOLID SURFACE COUNTERTOP SS-1 DU PONT CORIAN 1/2" THICK CLAM SHELL -
SHEET NOTES - FINISH PLANSNOTE # NOTE
1 VENDING MACHINE, OFOI
2 LCD MONITOR
3 (2) UNDERCOUNTER MICROWAVE, OFCI
4 (1) UNDERCOUNTER REF, OFCI
5 SLIDING BARN DOOR
1 1/29/18 Addendum 1
ACCESSORY SCHEDULE-VISUAL DISPLAY UNITSCSI DIV
# CSI DIV NAME Type Mark DESCRIPTION DIMENSIONS REMARKS10 1100 VISUAL DISPLAY UNITS VD-1 CLARIDGE PORCELAIN MARKERBOARD 4'-0" X 6'-0"
1
ADD-1
1
ADD-1
1
ADD-1
CPT-1CPT-1
CPT-3CPT-3
T75
UP
UP
UP
100 SF
STORAGE
105C
70 SF
ELEC.
106
121 SF
SPECIALISTOFFICE
105B
123 SF
OFFICE104J
128 SF
OFFICE
104H
116 SF
OFFICE
104G
118 SF
OFFICE
104F
216 SF
OFFICE
104E
60 SF
STORAGE
104D183 SF
CONFERENCEROOM
104B
165 SF
VESTIBULE
100
545 SF
MECHANICAL
101
375 SF
FOODPANTRY
102
22 SF
FIRESERVICE
102A
204 SF
STUDY /COMPUTER
110C
501 SF
STUDENTVETERANSLOUNGE
110A
20 SF
JAN.
112
3942 SF
COLLABORATION
103
180 SF
WOMEN'STOILET
114
188 SF
MEN'STOILET
113
99 SF
CORR.
111
STUDENT ORGANIZATIONS
304 SF
COMMUNITYCAFE
108
3942 SF
COLLABORATION
103
541 SF
CONFROOM
109
102 SF
SVAOFFICE
110B
SKYLIGHT ABOVE, TYP
113 SF
OFFICE
104M
170 SF
CORRIDOR
104K
155 SF
CORRIDOR
104C
113 SF
OFFICE
104L
103 SF
IT/HELPDESK
105A
685 SF
COMPUTERSTATIONS
107
170 SF
RECEPTION/WAITING
104A
E
E
E
E
E
E
EE
E
E
E
E
1
1
1
3
2
E
E
E
E
E
DO NOT SCALE DRAWINGS. CONTACT ARCHITECT FOR DIMENSIONS.
FURNITURE AS SHOWN BEST REPRESENTS HOW EACH SPACE IS INTENDED TO BE USED. FINAL SELECTIONS (AS PART OF FF&E), SIZES & LOCATIONS MAY DIFFER FROM DRAWINGS. WHEN COORDINATING ELECTRICAL & SIMILAR ITEMS BASED ON FURNITURE LAYOUT, CONFIRM WITH ARCHITECT & OWNER PRIOR TO PROCEEDING.
DO NOT INSTALL FIRE STROBES & ALARMS AT (AREAS) WHERE ARTWORK OR WALL HUNG FF&E ITEMS ARE INDICATED. COORDINATE HEIGHTS WITH ARCHITECT.
ALL FURNITURE SPECIFICATIONS TO BE COORDINATED WITH FURNITURE DEALER AND ARCHITECT.
ALL FURNITURE PROCUREMENT TO BE COORDINATED WITH FURNITURE DEALER AND ARCHITECT.
REFER TO ARCHITECTURAL & ELECTRICAL DRAWINGS FOR ALL DECORATIVE LIGHTING, WALL MOUNTED T.V.’s, CONFERENCT TABLES, ETC. REQUIRING HARDWIRING.
FURNITURE NOTED WITH AN “E” REPRESENTS PRODUCTS THAT ARE EXISTING.
FURNITURE GENERAL NOTES
1.
2.
3.
4.
5.
6.
7.
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/2
9/2
01
8 9
:05:2
1 P
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C:\R
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2.c
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.rvt
A-150
FIRST FLOORFURNITURE PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/8" = 1'-0"A1FIRST FLOOR FURNITURE PLAN
SHEET NOTES - FURNITURE PLANSNOTE # NOTE
1 PRINTER, OFOI
2 ALL FURNITURE IS SHOWN FOR REFERENCE ONLY AND IS NOT PART OFTHIS PROJECT SCOPE.
3 BUILT IN SHELVING TO REMAIN
1 1/29/18 Addendum 1
1
ADD-1
FIRST FLOOR98' - 0"
1
C1
A-300
DEMO EXISTING ANGLED WOOD SOFFIT, REPLACE WITH GYP. BOARD BULKHEAD AND SOFFIT OVER EXISTING METAL STUDS
DEMO EXISTING WOOD SOFFIT, REPLACE WITH GYP. BOARD BULKHEAD
D1
A-522
A6
A-521
A4
A-522
C2
A-521
ADJ BLDG FLOOR100' - 0"
ROOF117' - 0"
T.O. PRECAST WALL114' - 0"
FIRST FLOOR98' - 0"
A B C D
A1
A-300
A-522
D1
DEMO EXISTING ANGLED WOOD SOFFIT, REPLACE WITH GYP. BOARD BULKHEAD AND SOFFIT OVER EXISTING METAL STUDS
A3
A-521
E3
A-522
C2
A-521
FIRST FLOOR98' - 0"
A
204 SF
STUDY /COMPUTER
110C
188 SF
MEN'STOILET
113
EXTERIOR PRECAST EXTERIOR WALL
DEMO EXISTING DOOR FRAME AND DOOR
DEMO EXISTING STEEL BEAM LINTEL
DEMO EXISTING CMU WALLS IN THEIR ENTIRETY
EXISTING PRECAST ROOF DOUBLE TEE
DEMO EXISTING CAST-IN-PLACE CONCRETE CEILING IN ITS ENTIRETY
A-522
E1
8' - 0"
B.O. C.I.P CEILING
E3
A-522 A-522
E1
SIM. OPP. HAND
A-610
A4
1
ADD-1
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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A-300
BUILDING SECTIONS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
CM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/4" = 1'-0"A1BUILDING SECTION - NORTH TO SOUTH
1/4" = 1'-0"C1BUILDING SECTION - EAST TO WEST
3/8" = 1'-0"D1WALL SECTION AT EXISTING VAULT
1 1/29/18 Addendum 1
109
A1
A-522
064116.A01PLASTIC-LAMINATE-FACEDARCHITECTURALCABINET
123661.16.A00SOLID SURFACINGCOUNTERTOPS
FILL1/2" 3' - 9" 3' - 9"
BULKHEAD ABOVE
A4
A-520
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
2' -
10
"
EQ EQ
5' -
0"
P-2
D2
A-520
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
WALL MOUNTED LCD MONITOR, RE: AV/IT
WD-1
D3
A-522
BULKHEAD ABOVE
WALL BEYOND
3' - 0"3' - 0"
OPEN
2' - 3"
2' -
10
"D2
A-520
123661.16.A00SOLID SURFACINGCOUNTERTOPS
064116.A01PLASTIC-LAMINATE-FACEDARCHITECTURALCABINET
096513.A01RESILIENT BASE
110B
D3
A-522
P-3
WD-1
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
FILL1/2"
3' - 0" 3' - 0" 3' - 0" 3' - 0" 3' - 0"
2' -
10
"
WD-1
A2
A-520
A5
A-520
BRADLEY LENOX 5-TIER LOCKERS, CFCI, RE: SPECS
062023.A28INTERIOR WOOD BOARDPANELING
096513.A01RESILIENT BASE
4"
OPEN OPEN A-420
C5
E1
A-521
A1
A-520
PROVIDE LOCKS ON SINK BASE CABINET
1
ADD-1
OPEN TO BEYOND
PRINTERS, OFOI
VENDING MACHINE
096513.A01RESILIENT BASE
104K
105A
ALIGN
062023.A00INTERIOR FINISHCARPENTRY
DP-1
E4
A-521
SLIDING DOORS
5' - 0" 3' - 1"
A1
A-521
A4
A-521
D1
A-521
105D 105D
2' -
6"
123661.16.A00SOLID SURFACINGCOUNTERTOPS
SOLID SURFACE ALL SIDESA-610
A1
DECORATIVE SCONCE LIGHTING, L3 TYPE, RE: RCP & ELEC
EQ EQ
096513.A01RESILIENT BASE
D2
A-520
5' -
0"
WALL MOUNTED LCD MONITOR, RE: AV/IT
EQ EQ
5' -
0"
WALL MOUNTED LCD MONITOR RECESSED INTO WALL, RE: AV/IT
D2
A-520
OPEN TO BEYOND
A6
A-521
MTL-1
8' -
0"
4' - 0"
103 103
A-420
E5
2"
TV
HT
.2
"
2" TV WIDTH 2"
CT-1, RE: FINISH SCHEDULE
A3
A-521
FINISHED CEILING, RE: RCP
C2
A-521
START FIRST FULL PLANK HERE
SEE FLOOR PLAN
093013.A01CERAMIC TILING, LARGEFORMAT
062023.A28INTERIOR WOOD BOARDPANELING
096513.A01RESILIENT BASE
3' -
0"
1' -
4"
FINISHED CEILING, RE: RCP
C2
A-521
START FIRST FULL PLANK HERE
096513.A01RESILIENT BASE
WOOD WALL BEYOND
105A
096513.A01RESILIENT BASE
OPEN TO BEYOND
(2) BF MOBILE PEDESTALS ON CASTERS, SAME LOCK&KEY ON BOTH
2' -
6"
9' - 0"
D1
A-521
SLIDING DOOR BEYOND
3/4" END SUPPORT W/ PLAM BOTH SIDES
1
A-420
D5
3' - 1
0 3
/4"
13' - 4
1/2
"
A-420
F2
A-420
E3
A-420
F3
A-420
E2
WD-1
P-3
3' - 6"8' - 9 1/2"
A-520
D1
OPEN BEYOND
2' -
8"
123661.16.A00SOLID SURFACINGCOUNTERTOPS
2' - 6"5' - 6"2' - 6"
145.0° 155.0°
50.0
°
096513.A01RESILIENT BASE
064116.A01PLASTIC-LAMINATE-FACEDARCHITECTURALCABINET
MITER CORNERS, TYP
B1
A-520
D1
A-520
OPEN BEYOND
2' -
8"
123661.16.A00SOLID SURFACINGCOUNTERTOPS
WATERFALL SOLID SURFACE DOWN TO FINISHEDFLOOR
D1
A-520
OPEN BEYOND
2' -
8"
123661.16.A00SOLID SURFACINGCOUNTERTOPS5' - 6"2' - 6"3' - 0"
53.0
° 25.0
°
145.0°
096513.A01RESILIENT BASE
064116.A01PLASTIC-LAMINATE-FACEDARCHITECTURALCABINET
MITER CORNERS, TYP
B1
A-520
D1
A-520
2' -
8"
123661.16.A00SOLID SURFACINGCOUNTERTOPS
WATERFALL SOLID SURFACE DOWN TO FINISHEDFLOOR
OPEN BEYOND
D1
A-520
4"
2"
8"
2"
10"
2"
4"
2"
1' -
0"
2"
4"
2"
8"
2"
1' -
0"
2"
8"
2"
8"
2"
1' -
0"
P-3BEYOND, TYP
062023.A28INTERIOR WOOD BOARDPANELING
096513.A01RESILIENT BASE
MIT
ER
ED
GE
S, T
YP
E1
A-521
20' - 11 1/2"
ALIGN FIRST FULL PLANK WITH T.O.
BLACKSPLASH
OPEN FOR CASEWORK
15' - 0 1/2"
3' -
2"
EQ EQ
5' -
0"
096513.A01RESILIENT BASE
WALL MOUNTED LCD MONITOR, RE: AV/IT
P-2
TERIMNATE PAINT AT INSIDE CORNER
D1
A-521
TY
P4
"
ALIGN STRIKE PLATE WITH OUTSIDE EDGE OF DOOR
105A
SLIDING DOOR BEYOND
3/4" END SUPPORT W/ PLAM BOTH SIDES
A3
A-521
C2
A-521
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
093013.A01CERAMIC TILING, LARGEFORMAT
START FIRST FULL PLANK HERE
WALL MOUNTED LCD MONITOR, RE: AV/IT
3' -
6"
EQEQ
C2
A-521
096513.A01RESILIENT BASE
062023.A28INTERIOR WOOD BOARDPANELING
START FIRST FULL PLANK HERE
EQ
12 EQ PLATES
12' - 11" EQ
EQ
13
EQ
PLA
TE
S
7' -
6"
EQ
TY
P
1"
096513.A01RESILIENT BASE
062023.A00INTERIOR FINISHCARPENTRY
INSTALLATION: BRICK ASHLAR
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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1/2
9/2
01
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A-420
INTERIORELEVATIONS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
TM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1/4" = 1'-0"A3 CONFERENCE RM - EAST
1/4" = 1'-0"A1 CONFERENCE 109 - NORTH
1/4" = 1'-0"C3
STUDENT VETERANS LOUNGE 110A -SOUTH
1/4" = 1'-0"A4 CONFERENCE 109 - SOUTH
1/4" = 1'-0"D5 COMMUNITY CAFE - EAST
1/4" = 1'-0"C1 COMPUTER STATIONS 107 - EAST
1/4" = 1'-0"B1 COLLABORATION 103 - WEST
1/4" = 1'-0"B2 COLLABORATION 103 - EAST
1/4" = 1'-0"D1 FIREPLACE - 1
1/4" = 1'-0"D2 FIREPLACE - 2
1/4" = 1'-0"B4 IT/HELP DESK 105A - WEST
1/4" = 1'-0"E1
ENLARGED PLAN - COMMUNITY CAFEISLAND
1/4" = 1'-0"E3 ISLAND - 2
1/4" = 1'-0"F2 ISLAND - 3
1/4" = 1'-0"F3 ISLAND - 4
1/4" = 1'-0"E2 ISLAND - 1
1/2" = 1'-0"C5
ENLARGED ELEVATION - WOOD WALL @CAFE
1/4" = 1'-0"B6 CONFERENCE 104B - SOUTH
1 1/29/18 Addendum 1
1/4" = 1'-0"B5 IT/HELP DESK 105A CLOSED
1/4" = 1'-0"D3 FIREPLACE - 3
1/4" = 1'-0"D4 FIREPLACE - 4
1/2" = 1'-0"E5
ENLARGED ELEVATION - LICENSEPLATE WALL
2' -
6 3
/4"
DESIGN INTENT: FLOATING WOOD PLANE FRAMES ENTRY INTO CONFERENCE ROOM
092900.B055/8" INTERIOR GYPSUM
BOARD - TYPE X
061053.A24FIRE-RETARDANT-TREATED
PLYWOOD
WOOD FASCIA
CASCADING WOOD WALL BEYOND
095113.A00ACOUSTICAL PANELCEILING
092900.B165/8" INTERIOR GYPSUMBOARD, MOISTURE-ANDMOLD-RESISTANT - TYPEX
ALIGN EDGE OF WOOD CEILING WITH WALL BEYOND
DEMONTABLE PARTITION
1' - 6"
2 1/4"
6 1
/2"
6 1
/2"
10' - 2 3/4"
MITER ALL CORNERS. EASE EDGES.
062023.A28INTERIOR WOOD BOARDPANELING
A-520
D6
SIM
RE
: R
CP
4"
MIN
5/8" GYP BD
SCHEDULED WALL, RE: WALL TYPES
3/4" Z-REVEAL
054000.A00COLD-FORMED METALFRAMING
062023.A00INTERIOR FINISHCARPENTRY
SUSPENDED GYP BD, RE: RCP
RE
: R
CP
062023.A00INTERIOR FINISHCARPENTRY
RE
: R
CP
054000.A00COLD-FORMED METALFRAMING
095113.A00ACOUSTICAL PANELCEILING
062023.A00INTERIOR FINISHCARPENTRY
MIN4"
062023.A00INTERIOR FINISHCARPENTRY
092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
095113.A00ACOUSTICAL PANELCEILING
095423.B01END CAP
EXISTING SKYLIGHT BEYOND
1 1/2" 3 1/4"
6"
4 3
/4"
MIN4"
1' -
0"
095131.01.A00ACOUSTICAL METALCEILINGS
COVE LIGHT, RE: ELEC
ALIG
N
MIN4"
EXISTING 3 5/8" METAL STUD AND GYP. BOARD WALL TO REMAIN
EXTEND NEW 3 5/8 STUD AND SECURELY FASTEN TO EXISTING STUD
092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
9 1/2"
EXISTING 3 5/8" METAL STUD TO REMAIN, CUT LENGTH TO REVISED CEILING HEIGHT
DEMOUNTABLE WALL AS SCHEDULED
SUSPENDED ACOUSTICAL CEILING SYSTEM, RE: RCP FOR TYPE
SCHEUDLED WALL, RE: WALL TYPES
MIN6"
AL
IGN
4"
MIN
RE
: R
CP
4"
SUSPENDED ACOUSTICAL CEILING SYSTEM, RE: RCP FOR TYPE
SCHEUDLED WALL, RE: WALL TYPES
SUSPENDED GYP. BD. CEILING SYSTEM, RE: RCP FOR TYPE
COVE LIGHT, RE: ELEC
2" AXIOM TRIM
RE
: R
CP GYP BD
DEMO EXISTING CAST-IN-PLACE CONCRETE CEILING
NEW CEILING AS SCHEDULED
DEMO EXISTING CMU WALLS
EXISTING PRECAST EXTERIOR WALL TO REMAIN
1-3F
6"
3 5/8" METAL STUD FRAMING TO UNDERSIDE ROOF DECK
DEMO EXISTING CAST-IN-PLACE CONCRETE CEILING
DEMO EXISTING CMU WALLS
DEMO EXISTING WALL FURRING
DEMO EXISTING CEILING GRID AND PANELS
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/2
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A-522
CEILING DETAILS
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
TW
CM
11738.001
MP
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
1 1/2" = 1'-0"A1
CEILING DETAIL - CONFERENCE RMWOOD ENTRY
1 1/2" = 1'-0"C1 CEILING DETAIL - TYP GYP TO ACT
1 1/2" = 1'-0"C3 CEILING DETAIL - WD TO GYP REVEAL
1 1/2" = 1'-0"C2 CEILING DETAIL - TYP WD TO ACT
1 1/2" = 1'-0"D1
CEILING DETAIL - MTL TO ACTTRANSITION @ SKYLIGHT
1 1/2" = 1'-0"D5 CEILING DETAIL - ACP @ TRANSOM
1 1/2" = 1'-0"D3
CEILING DETAIL - COVE LIGHT @CONFERENCE ROOM
1 1/2" = 1'-0"A4 CEILING DETAIL - TYP BULKHEAD
1 1/29/18 Addendum 1
1 1/2" = 1'-0"E1 DEMO CEILING DETAIL
1 1/2" = 1'-0"E3 DEMO CEILING DETAIL
1
ADD-1
DOOR TYPES
7" 8"
8"
2' -
0"
SE
E S
CH
ED
ULE
SE
E S
CH
ED
ULE
A
PER SCHED.
PER SCHED.
B C D
SE
E S
CH
ED
ULE
SE
E S
CH
ED
ULE
PER SCHED.
PER SCHED.
4 1/2"4 1/2"
4 1
/2"
4 1
/2"
4 1
/2"
4 1/2" 4 1/2"
9"
STILE AND RAIL DOOR - MATCH FLUSH DOOR IN SPECIES, GRADE AND FINISH
STILE AND RAIL DOOR - MATCH FLUSH DOOR IN SPECIES, GRADE AND FINISH
MARKERBOARD MATERIAL SHOWN IN GRAY
SE
E S
CH
ED
ULE
PER SCHED.
E
GLASS
A
3' -
0" 2
"
PE
R S
CH
ED
.2
"
2" PER SCHED. 2"
FINISH FLOOR
EQ. PER SCHEDULE EQ.
8' -
0"
12' - 4"
TT
9 3/4" PER SCHEDULE EQ. EQ.
9' -
0"
TT
13' - 4 1/2"
FINISH FLOOR
3' -
4"
PE
R S
CH
ED
.
PER SCHED.
2" TYP.
A4
A-610
11' - 7 1/2"
EQ.PER SCHED.EQ.
9' -
0"
1' -
0"
8' -
0"
T T
BOTTOM DOOR SLIDING TRACK
DOOR AS SCHEDULED
WALL AS SCHEDULED
SOLID SURFACE COUTNER AND FRONT
SLIDING DOOR BOTTOM TRACK
DOOR AS SCHEDULED
WALL BEYOND
A2
A-610
081113.A02HOLLOW METAL FRAME
EXISTING STUD WALL, CUT NEW OPENING INTO WALL
079200.A01BACKER ROD ANDSEALANT
GLAZING OR DOOR AS OCCURS
081113.A02HOLLOW METAL FRAME
079200.A01BACKER ROD ANDSEALANT092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
081113.C05FRAME ANCHOR
METAL STUD FRAMING
GLAZING OR DOOR AS OCCURS
081113.A02HOLLOW METAL FRAME
079200.A01BACKER ROD ANDSEALANT
092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
081113.C05FRAME ANCHOR
METAL STUD FRAMING BOX HEADER
GLAZING OR DOOR AS OCCURS
092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
084113.A02ALUMINUM STOREFRONT
EXISTING PRECAST CONCRETE DOUBLE TEE
079200.A01BACKER ROD ANDSEALANT
061053.A24FIRE-RETARDANT-TREATEDPLYWOOD
EXISTING RIGID INSULATION
1 1/2"
079200.A01BACKER ROD ANDSEALANT
092216.B053 5/8" METAL STUD @ 16"O.C.
076200.B01MANUFACTURED SHEETMETAL FLASHING
072500.B01SELF-ADHERINGFLEXIBLE FLASHING
079200.A01BACKER ROD ANDSEALANT
079200.A01BACKER ROD ANDSEALANT
092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
084113.A02ALUMINUM STOREFRONT
061053.A24FIRE-RETARDANT-TREATEDPLYWOOD
061053.A24FIRE-RETARDANT-TREATEDPLYWOOD
092900.B055/8" INTERIOR GYPSUMBOARD - TYPE X
PREFINISHED METAL HEAD FLASHING SET IN
MASTIC
PREFINISHED METAL SILL FLASHING W/
CONT. CLEAT
EXISTING PRECAST CONCRETE DOUBLE TEE
EXISTING PRECAST CONCRETE DOUBLE TEE
EXISTING RIGID INSULATION
079200.A01BACKER ROD AND
SEALANT
FLEXIBLE FLASHING MEMBRANE
092216.B053 5/8" METAL STUD @ 16"O.C.
076200.B01MANUFACTURED SHEETMETAL FLASHING
072500.B01SELF-ADHERINGFLEXIBLE FLASHING
ADDITIONAL STUD TO SUPPORT PLYWOOD
PARTITION AS SCHEDULED
SHIM AND SEALANT
EXISTING METAL STUD
WALL
2"
SCHED.
SEE 2" 2"
SCHED.
SEE 2" 1' - 6" 2"
2"
SE
E S
CH
ED
ULE
2"
SE
E S
CH
ED
ULE
1 2
HM FRAME TYPES
T
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
hord|coplan|macht
1/2
9/2
01
8 9
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7 P
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A-610
DOOR, WINDOW &STOREFRONTSCHEDULE & TYPES
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
Checker
Author
11738.001
Approver
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
1.4.2018 CONTRACT DOCUMENTS
DOOR SCHEDULE
DOOR # ROOM
DOOR HARDWARESET
FRAME DETAILS
WIDTH HEIGHT TYPE MATERIAL TYPE MATERIAL HEAD JAMB SILL103 SLIDING BARN DOOR 4' - 0" 8' - 0" C WD 100B A6/A-521 A6/A-521
104A RECEPTION/WAITING 3' - 0" 7' - 0" B WD 101 B HM B1/A-610 B1/A-610
104B CONFERENCE ROOM 3' - 0" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
104D STORAGE 2' - 8" 7' - 0" A WD 503 A HM B2/A-610 B2/A-610
104E OFFICE 2' - 8" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
104F OFFICE 3' - 0" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
104G OFFICE 3' - 0" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
104H OFFICE 3' - 0" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
104J OFFICE 3' - 0" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
104K CORRIDOR 3' - 0" 7' - 0" A WD 101 A HM B2/A-610 B2/A-610
104L OFFICE 3' - 0" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
104M OFFICE 3' - 0" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
105A IT/HELP DESK 3' - 0" 7' - 0" A WD 101 A HM B2/A-610 B2/A-610
105B SPECIALIST OFFICE 3' - 0" 7' - 0" B WD 103 A HM B2/A-610 B2/A-610
105C STORAGE 3' - 0" 7' - 0" A WD 503 A HM B2/A-610 B2/A-610
105D SLIDING BARN DOOR - IT/HELPDESK
2' - 10" 4' - 8" D WD 100B A1/A-521 D1/A-521 A1/A-521
109 CONF ROOM 6' - 0" 7' - 9 1/4" E GLASS 100 F.3 Aluminum - -
110A STUDENT VETERANS LOUNGE 6' - 0" 7' - 11" E GLASS 100A F.2 Aluminum - -
110B SVA OFFICE 3' - 0" 7' - 0" B WD 103 B HM B2/A-610 B2/A-610
110C STUDY/COMPUTER 3' - 0" 7' - 11" E GLASS 503A F.1 Aluminum - -
STOREFRONT SCHEDULE
TYPEMARK
R.O. FRAME DETAILS GLAZING
COMMENTSLENGTHHEIG
HT MATERIAL FINISH HEAD JAMB SILL THICKNESS TYPEF.1 11' - 10" 9'-0" Aluminum CLEAR D5/A-522 C2/A-610 - 3/8" TEMP DEMOUNTABLE PARTITION
F.2 13' - 7 1/4" 9'-2" Aluminum CLEAR D5/A-522 SIM - - 3/8" TEMP DEMOUNTABLE PARTITION
F.3 12' - 5" 8'-0" Aluminum CLEAR D6/A-520 D6/A-520 D6/A-520 3/8" TEMP DEMOUNTABLE PARTITION
F.4 3' - 0" 4'-8" Aluminum CLEAR A4/A-610 A3/A-610 A4/A-610 1" INSULATED ALTERNATE NO. 4
WINDOW SCHEDULETypeMark
R.O.
Finish
Glazing HEADDETAIL
JAMBDETAIL
SILLDETAIL CommentsWidth Height Thickness Type
A 4' - 0" 4' - 2" HM-PAINT 1/4" CLEAR B1/A-610 B1/A-610 B1/A-610
1/4" = 1'-0"
CONFERENCE ROOM STOREFRONT - F.3 1/4" = 1'-0"
SVA LOUNGE STOREFRONT - F.2 1/4" = 1'-0"
EXTERIOR FRAME - F.4 1/4" = 1'-0"
SVA STUDY STOREFRONT - F.1
1 1/29/18 Addendum 1
3" = 1'-0"A2 SLIDING DOOR DETAIL
1 1/2" = 1'-0"A1 SLIDING DOOR DETAIL
3" = 1'-0"B1 HM WINDOW DETAIL IN EXISTING WALL
3" = 1'-0"B2 TYP. HM JAMB DETAIL
3" = 1'-0"B3 TYP. HM HEAD DETAIL
1 1/2" = 1'-0"A3 STOREFRONT JAMB DETAIL
1 1/2" = 1'-0"A4 STOREFRONT HEAD & SILL DETAIL
1 1/2" = 1'-0"C2 JAMB DETAIL
1
ADD-1
PLUMBING FIXTURE SCHEDULE
SYMBOL FIXTURE TRIMELECTRICAL ACCESSORY
REQUIREMENTS LEED CONNECTIONS REMARKS
FIXTURE NAME FIXTURE DESCRIPTION MANUFACTURER MODEL TYPE SIZE MANUFACTURER MODEL SUPPLY I.R. / BATTERY / HP GPF WASTE VENT CW HW
S-1 1 COMPT. SINKSINGLE BOWL UNDERMOUNT 18 GAUGE STAINLESS STEEL SINK
ADA COMPLIANT MANUAL OPERATED GOOSENECK FAUCET WITHVANDEL-RESISTANT 2.2 GPM LAMINAR FLOW OUTLET AND 4" WIDESPREAD WRISTBLADES
ELKAY ELUH211510 UNDERMOUNT STAINLESS STEEL 23.5" X 18.25" X 10" ZURN Z831B4-XL-ICT-4F RE: SPEC MANUAL 2.2 GPM 2" 1 1/2" 1/2" 1/2"PROVIDE WATTS LF1170 WATER TEMPERING VALVE WITH FAUCET. REFER TO ARCHITECTURAL DRAWINGS FORLOCATION AND MOUNTING HEIGHT.
REMARKS:
1. REFER TO GENERAL SPECIFICATIONS FOR SINKS AND MISCELLANEOUS FIXTURE REQUIREMENTS.
2. THIS SCHEDULE INCLUDES ITEMS THAT MAY NOT BE INCLUDED IN THE DRAWING DOCUMENTS.
1/29/2018 14:50
PLUMBING SPECIALTY SCHEDULE
PLAN CODE FIXTURE TYPE LOCATION MANUFACTURER MODEL REMARKS
WCO-1 WALL CLEANOUT INTERIOR FINISHED AREAS J.R.SMITH 4452C
AAV-1 AIR ADMITTANCE VALVE CAFÉ SINK STUDOR MINI-VENT INSTALL AIR ADMITTANCE VALVE A MINIMUM OF 18" ABOVE FINISHED FLOOR.
1/29/2018 14:50
ELECTRIC WATER HEATERELECTRIC HEAT STORAGE SIZE (INCHES)
DESIG. MFR. MODEL SERVICE LOCATION EFFICIENCY NUMBER KW PER KW CAPACITY OPER REMARKS
RATING OF ELEMENT TOTAL (GAL) DIA H WT
ELEMENTS (LBS)
EWH-1 RHEEM PROE6-1-RH-POU CAFÉ SINKCABINET UNDER
SINK 90% 1 2 2 6 16 16 36 1
REMARKS:
1. REFER TO ELECTRICAL DRAWINGS FOR POWER REQUIREMENTS FOR ELECTRIC WATER HEATERS.
1/29/2018 14:50 P:\Wyoming\LCCC\2017-245 Crossroads Building Renovations\Cad\Mech\Mschedules\[M-2017-245.xlsx]S458-1 Water Heater
PLUMBING LEGEND
SYMBOL DESCRIPTION ABBR. DESCRIPTION
ACID RESISTANT WASTE PIPING (ABOVE FLOOR IN BLDG)
DOMESTIC COLD WATER PIPING
DOMESTIC HOT WATER PIPING
DOMESTIC HOT WATER CIRC. PIPING
SOFTENED DOMESTIC COLD WATER PIPING
SOFTENED DOMESSTIC HOT WATER PIPING
DOMESTIC HOT WATER PIPING @ TEMPERATURE SHOWN
SURFACE CLEANOUT
FLOOR CLEANOUT
LINE CLEANOUT
FIXTURE OR DRAIN P-TRAP
AREA DRAIN
FLOOR SINK (SQUARE GRATE)
ROOF DRAIN OR OVERFLOW DRAIN
GAS PRESSURE REDUCING VALVE
ATMOSPHERIC VACUUM BREAKER
ACID RESISTANT VENT PIPING
WASTE PIPING (ABOVE FLOOR IN BUILDING)
WASTE PIPING (BELOW FLOOR IN BUILDING)
WALL CLEANOUT
CLEANOUT TEE
ABBR. SYMBOL
VENT PIPING
FLOOR DRAIN (ROUND GRATE)
HW
HWC
C-SW
140° HW
V
H-SW
AV
W
W
AW
AW
CW
FS
RD / OD
VB
AV
W
W
AW
AW
GD
IW
S
ST
SSD
SD
SD
OD
OD
A
G G
ACID RESISTANT WASTE PIPING (BELOW FLOOR IN BLDG)
IW
S
ST
SSD
SD
GD
SD
OD
OD
A COMPRESSED AIR
GREASE DRAIN (WASTE LINE TO GREASE INTERCEPTOR)
INDIRECT WASTE PIPING
SANITARY SEWER PIPING (OUTSIDE BUILDING)
STORM SEWER PIPING (BELOW GRADE OUTSIDE BUILDING)
SUB-SURFACE DRAIN PIPING
OVERFLOW DRAIN PIPING (ABOVE FLOOR IN BUILDING)
STORM DRAIN PIPING (ABOVE FLOOR IN BUILDING)
STORM DRAIN PIPING (BELOW FLOOR IN BUILDING)
OVERFLOW DRAIN PIPING (BELOW FLOOR IN BUILDING)
FCO
WCO
COT
AD
LCO
FD
SCO
BFP
SA
GC
FC
WH
HB
YH
MH
CI
MANHOLE
DOUBLE CHECK BACKFLOW PREVENTER
SHOCK ARRESTOR W / ISOLATION VALVE
GAS SHUT-OFF VALVE
STOP AND DRAIN VALVE
HOSE BIBB
HWC BALANCING VALVE
CAST IRON
WALL HYDRANT
YARD HYDRANT
INVERT ELEVATION
CATCH BASIN
POLYVINYL CHLORIDE
VITRIFIED CLAY PIPE
VENT THRU ROOF
VCP
CB
VTR
IE
PVC
SW
SW
140°
FIRE PROTECTION LEGEND
SYMBOL DESCRIPTION ABBR. DESCRIPTIONFIRE SERVICE PIPING
FIRE SPRINKLER PIPING
WET STANDPIPE
O.S.&Y. VALVE W/ TAMPER SWITCH
FLOW SWITCH
POST INDICATOR VALVE
NEW SPRINKLER HEAD
EXISTING SPRINKLER HEAD
DRY SPRINKLER HEAD (SHAFT)
FIRE HOSE CABINET
FIRE VALVE CABINET
FIRE DEPARTMENT CONNECTION
RELOCATED SPRINKLER HEAD
SIDEWALL SPRINKLER HEAD
ABBR.
F
SYMBOL
FIRE HYDRANT
AUTOMATIC FIRE SPRINKLER
FS
WSP
PIV
FH
FS
FDC
F
FS
N20
FHC
FVC
A/S
D24
GENERAL LEGEND
SYMBOL DESCRIPTION ABBR. DESCRIPTION
NEW
VIEW NUMBER
SHEET VIEW IS DRAWN ON
EQUIPMENT UNIT IDENTIFICATION
CAP END OF PIPE
PITCH DOWN IN DIRECTION OF ARROW
UNION OR FLANGE
PLUG VALVE
GATE VALVE
VERTICAL PIPE VALVE
DIFFUSER IDENTIFICATIONDIFFUSER NECK DIAMETERDIFFUSER CFM
EXISTING
ABBR. SYMBOL
EQUIPMENT UNIT NUMBER
(E)
(N)
(R)
DIA
NIC
AFF
GC
MC
EC
RELOCATED
POINT OF CONNECTION, NEW TO EXISTING
DIAMETER
ABOVE FINISHED FLOOR
ELECTRICAL CONTRACTOR
NOT IN CONTRACT
GENERAL CONTRACTOR
GLV
BFV
BV
CV
P/T
STRAINER W/ BLOWDOWN
GLOBE VALVE
BUTTERFLY VALVE
BALL VALVE
CHECK VALVE
SOLENOID VALVE
PRESSURE / TEMPERATURE TAP
BUTTERFLY SOLENOID VALVE
FLEXIBLE PIPE CONNECTOR
HOSE END DRAIN VALVE
STRAINER
CEILING ACCESS PANEL
PRESSURE GAUGE
PUMP
THERMOMETER
SIGHT GLASS
C.A.P.
MECHANICAL CONTRACTOR
#UNIT
M-X
X
GV
XX
P/T
DETAIL SHEETS
PLAN SHEETS
XX
NATURAL GAS PIPING
(Not all symbols listed below are used on these drawings)
(Not all symbols listed below are used on these drawings)
(Not all symbols listed below are used on these drawings)
NECKCFM
X
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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PLUMBING & FIREPROTECTIONLEGENDS, NOTES &SCHEDULES
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
MEM
ELC
11738.001
MEM
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
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1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
01.04.2018 CONTRACT DOCUMENTS
FIRE PROTECTION PLAN NOTES:1. FURNISH ALL LABOR, MATERIALS, EQUIPMENT AND SERVICES NECESSARY
FOR THE INSTALLATION OF A COMPLETE AND PROPERLY FUNCTIONING FIRE PROTECTION SYSTEM.
2. THE FIRE PROTECTION WORK INVOLVES ENGINEERING AND DESIGN BY THE CONTRACTOR TO DETERMINE THE EXTENT OF NEW WORK AND THE MODIFICATION AND EXTENSION OF EXISTING SYSTEMS TO PROVIDE FULL COVERAGE TO THE PROJECT AREA SHOWN ON THESE AND THE ARCHITECTURAL PLANS.
3. THE INFORMATION PRESENTED ON THESE DRAWINGS IS DIAGRAMMATIC. IT DOES NOT NECESSARILY REPRESENT ALL ELBOWS, OFFSETS, HANGERS, ETC., REQUIRED FOR A COMPLETE WORKING SYSTEM.
4. ALL FIRE PROTECTION SYSTEMS INSTALLED SHALL BE IN ACCORDANCE WITH NFPA-13, 14, 20, ETC. AND LOCAL BUILDING CODES AND ORDINANCES.
5. FIRE PROTECTION CONTRACTOR SHALL COORDINATE THE LOCATION OF ALL NEW FIRE PROTECTION EQUIPMENT AND PIPING WITH ALL OTHER TRADES PRIOR TO SUBMITTAL OF SHOP DRAWINGS AND SYSTEM INSTALLATION, SO AS NOT TO INTERFERE WITH THE ROUTING OF NEW DUCTWORK, PLUMBING PIPING, ETC.
6. PROVIDE ALL FITTINGS, RISER NIPPLES, ARM-OVERS, HANGERS, ETC. TO MAINTAIN CONFORMANCE WITH APPLICABLE STANDARDS AND TO POSITION THE SPRINKLERS IN THE PROPER LOCATIONS.
7. SEAL ALL PIPE PENETRATIONS THROUGH FIRE RATED WALLS AND CEILINGS WITH FIRE STOPPING MATERIALS AS REQUIRED.
8. FOR REMODEL AREAS NEW SPRINKLERS SHALL MATCH EXISTING SPRINKLERS.
9. PROVIDE WORKING DRAWINGS AND HYDRAULICALLY CALCULATE THIS FIRE SPRINKLER SYSTEM PER NFPA-13 WHERE REQUIRED BY THE LOCAL AUTHORITY HAVING JURISDICTION.
10. PROVIDE FIELD COORDINATION OF PIPING AND SPRINKLER INSTALLATIONS WITH DUCTWORK, LIGHTS, SMOKE DETECTORS, DIFFUSERS, ETC.
1 01.29.18 ADD 1
PLUMBING NOTES:1. CONTRACTOR SHALL NOT SHUT-OFF/PUT OUT OF SERVICE ANY
SYSTEMS/SERVICES WITHOUT FIRST COORDINATING WITH OWNER.
2. CONTRACTOR IS RESPONSIBLE FOR FIELD VERIFICATION OF ALL EXISTING CONDITIONS PRIOR TO COMMENCEMENT OF ANY WORK AND SHALL NOTIFY THE ARCHITECT/ENGINEER OF ANY DISCREPANCIES FOR RESOLUTIONS.
3. THIS CONTRACTOR SHALL COORDINATE LOCATIONS OF PIPING WITH OTHER TRADES AND ADVISE ARCHITECT/ENGINEER OF ANY POSSIBLE CONFLICTS. VERIFY EXACT LOCATIONS, ELEVATIONS AND DIMENSIONS OF STRUCTURAL MEMBERS AND OPENINGS.
4. SEE PLUMBING FIXTURE SCHEDULE FOR PIPE SIZING TO INDIVIDUAL PLUMBING FIXTURES.
5. REFER TO ARCHITECTURAL DRAWINGS FOR FIXTURE ELEVATIONS AND LOCATIONS.
6. INVERT ELEVATIONS SHOWN ARE BASED ON A GROUND FLOOR FINISH ELEVATION OF 100'-0".
7. SEE ARCHITECTURAL CONSTRUCTION DOCUMENTS FOR DIMENSIONED LOCATION OF PLUMBING FIXTURES AND WALLS.
8. PROVIDE CLEANOUTS IN ACCESSIBLE LOCATIONS PER THE PROJECT SPECIFICATIONS AND LOCAL PLUMBING CODES.
1ADD-1
UP UP
A B C D
1(E) 4" VTR
3/4" HW1 1/2" CW
1/2
" H
W
1 1
/2"
CW
3/4
" C
W
3/4" CW
3" WSLOPE
S-1AAV-1
2"
W
4" W 4" W
(E) CO
(E) CO
EWH-1
STORAGE105C
ELEC.106
SPECIALISTOFFICE
105B
OFFICE104J
OFFICE104H
OFFICE104G
OFFICE104F
OFFICE104E
STORAGE104D
CONFERENCEROOM104B
VESTIBULE100
MECHANICAL101FOOD
PANTRY102
FIRESERVICE
102A
STUDY /COMPUTER
110C
STUDENTVETERANSLOUNGE
110A
JAN.112
COLLABORATION103
WOMEN'STOILET
114
MEN'STOILET
113
CORR.111
CONFROOM
109
OFFICE104L
RECEPTION/WAITING104A
STUDYSPACE104C
CORRIDOR104K
OFFICE104M
SVAOFFICE
110B
COMMUNITYCAFE108
COMPUTERSTATIONS
107
IT/HELPDESK105A
P2
P3
P4
P1
P5
1ADD-1
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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FIRST FLOORPLUMBING PLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
MEM
ELC
11738.001
MEM
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
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1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
01.04.2018 CONTRACT DOCUMENTS
1 01.29.18 ADD 1
SCALE: 1/8" = 1'-0"
FIRST FLOOR PLUMBING PLAN
KEYNOTESP1 CONNECT TO EXISTING 1 1/2"CW MAIN IN THIS APPROXIMATE
LOCATION.
P2 PROVIDE 1/2"CW TO EWH-1 LOCATED IN CABINET UNDER SINK.INSTALL PER MANUFACTURER'S INSTALLATION INSTRUCTIONS.
P3 PROVIDE 1/2"HW FROM EWH-1 AND 1/2"CW TO SINK, PROVIDE 2"WFROM SINK W/ WCO AND STUDOR AIR ADMITTANCE VALVE. INSTALLSTUDOR VALVE PER MANUFACTURER'S INSTRUCTIONS. UPSIZEWASTE PIPE TO 3" BEFORE DROPPING BELOW FLOOR.
P4 CONTRACTOR TO COORDINATE SAW CUTTING AND PATCHING OFFLOOR AS NEEDED TO INSTALL SANITARY PIPING. SLOPEUNDERGROUND PIPING AT 1/8"/12".
P5 CONNECT TO EXISTING 4" SANITARY IN THIS APPROXIMATELOCATION. CONTRACTOR TO VERIFY LOCATION OF SANITARY MAINAND ENSURE INVERT CAN BE HIT.
UP UP
J
J
J
J
M
T75
J
J
J
J
A B C D
1
STORAGE
105C
ELEC.
106
SPECIALIST
OFFICE
105B
OFFICE
104J
OFFICE
104H
OFFICE
104G
OFFICE
104F
OFFICE
104E
STORAGE
104D
CONFERENCE
ROOM
104B
VESTIBULE
100
MECHANICAL
101FOOD
PANTRY
102
FIRE
SERVICE
102A
STUDY /
COMPUTER
110C
STUDENT
VETERANS
LOUNGE
110A
JAN.
112
COLLABORATION
103
WOMEN'S
TOILET
114
MEN'S
TOILET
113
CORR.
111
CONF
ROOM
109
WP
WP
WP
+65" +65"LA-43LA-43
USBUSBLA-43 LA-43
E1
E2
LA-49
LA-66
AC
LA-12LA-12LA-40
LA-49
LA-40
PM
PM
AC
USB
LA-34
LA-34
LA-3
LA-13
LA-15
E3
E3
LA-8
E4
LA-56
LA-54
LA-10
LA-3
LA-11
LA-4
LA-4
LA-7USB
LA-2
LA-2
LA-6
LA-5
LA-47LA-5
E1
E2
USB
LA-9
LA-9
+65"
LA-48
USBLA-9
LA-9
LA-2
LA-45 LA-45 LA-45 LA-45 LA-45
TO
HWP
3
LA-50,52
LB
LA
PA
3
1
LA-2
LA-2
LA-5
+65"
USB USB
RECEPTION/WAITING
104A
STUDY
SPACE
104C
OFFICE
104M
OFFICE
104L
CORRIDOR
104K
COMMUNITY
CAFE
108
SVA
OFFICE
110B
LA-16
LA-67
LA-57
LA-55LA-59
E13
E13
E14 E14E3
E8
E7
E6
E6
E9
E9 E9
ACUSB
E9
E9
E9
E9
E9E9
2LA-53
+65"LA-63
EWH
1
LA-69
LA-9
E2
E2
LA-22
LA-33
COMPUTER
STATIONS
107
IT/HELP
DESK
105A
+65"LA-67
LA-10
USB
E9
E4
LA-44
AC
LA-16
LA-58
J
E10
E11E11E11 E11E11E11
E11E11E11E11E11E11
LA-22
LA-33E5
LA-51LA-51
E5
LA-35LA-35E5
LA-35LA-35
LA-60LA-60
LA-60
LA-60
LA-2
ACAC
AC
AC
AC
ACAC
AC
E11
E1
E2
LA-40
LA-40
LA-40
LA-40
LA-40
LA-40
LA-49
LA-49LA-49
LA-49
LA-49
L5-30R
L5-30R
JE10
E11
E11 E11
E1
E2
E11
E11
E11
LA-66
LA-66
LA-63
LA-20LA-65
LA-20
LA-20
LA-20
LA-65LA-65
LA-65
LA-65
LA-20
E2
E2
LA-18
E2
E2
E12
TO
EF
2
LA-64
T
T
E15
E15
LA-72 LA-72
LA-72LA-72
SU1
ADD-1
1ADD-1
N
KEY PLAN
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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01
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E-121
FIRST FLOOR POWERPLAN
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
CMI
BJK
11738.001
CMI
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
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1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
01.04.2018 CONTRACT DOCUMENTS
KEYNOTESE1 RE-USE EXISTING RECEPTACLE BOX LOCATION TO TRANSITION TO
NEW SURFACE RACEWAY.
E2 LOW PROFILE SURFACE RACEWAY TO BE MOUNTED OVER FLOORCOVERING. SECURE PER MANUFACTURERS REQUIREMENTS.PROVIDE CONCEALED TRANSITIONS AT WALL. LEGRAND OFRSERIES OR EQUAL.
E3 DEDICATED RECEPTACLE FOR PRINTER. COORDINATE ROUGH INWITH CASEWORK AND EQUIPMENT CONNECTION POINT.
E4 DEDICATED RECEPTACLE FOR FUTURE USE.
E5 TIMBER POLE WITH WIRING CHANNEL. REFER TO ARCHITECTURALPLANS FOR FURTHER DETAILS.
E6 HORIZONTAL PLUGMOLD INSTALLED ALONG CASEWORK. PROVIDEDUPLEX RECEPTACLE AT EACH COMPUTER STATION. RACEWAYSHALL HAVE SEPARATE CHANNEL FOR DATA CABLING.
E7 RECONNECT EXISTING CIRCUITS TO NEW PANELBOARD. REFER TOPANEL SCHEDULE FOR ADDITIONAL INFORMATION.
E8 PROVIDE NEW K-RATED TRANSFORMER. INSTALL ON DOUBLEDEFLECTION NEOPRENE ISOLATORS.
E9 PROVIDE DEVICE WITH INTEGRAL USB CHARGER. LEGRAND #TM8OR EQUAL.
E10 PROVIDE FLOOR BOX FOR A/V CONNECTIONS. REFER TOTECHNOLOGY PLANS FOR DETAILS.
E11 DOUBLE SIDED FLOOR BOX TO HAVE PLATES FOR DUPLEXRECEPTACLE ON FRONT AND SINGLE DATA JACK ON BACK.
E12 PRICE EQUIPMENT AND CONNECTIONS WITH ADD ALTERNATE #1.
E13 DEDICATED RECEPTACLE FOR MICROWAVE. COORDINATE ROUGHIN WITH CASEWORK AND EQUIPMENT CONNECTION POINT.
E14 DEDICATED RECEPTACLE FOR VENDING MACHINE. COORDINATEROUGH IN WITH CASEWORK AND EQUIPMENT CONNECTION POINT.
E15 LINE VOLTAGE THERMOSTAT PROVIDED WITH EF-2. CONNECT INPARALLEL WITH OTHER STAT NOTED TO ENERGIZE FAN WHENROOM TEMPERATURE EXCEEDS SET POINT. REFER TO MECHANICALPLANS FOR FURTHER DETAILS.
SCALE: 1/8" = 1'-0"
FIRST FLOOR POWER PLAN
1 01.29.18 ADD 1
T R A N S F O R M E R S C H E D U L E
KEY PRI FLA SEC FLA PRIMARY SECONDARY GEC DIMENSIONS WEIGHT BTUH NOTE
480 V 208 V CB CONDUCTORS "C CB CONDUCTORS "C CNDTRS "C HIGH WIDE DEEP OTPT
TK4-75 90.2 208.2 100 A 3 P 3 # 3 , 1 # 8 G 1-1/4 225 A 3 P 4 # 4/0 , 1 # 4 G 2 1 # 2 3/4 39.38 26.13 24.00 865 9696
NOTES: 1.) OVERCURRENT PROTECTION IS SIZED PER NEC 450.3.
2.) ALL CONDUCTORS ARE COPPER. SEE PLANS FOR INCREASED CONDUCTOR SIZES DUE TO VOLTAGE DROP, ETC.
3.) SECONDARY BONDING AND GROUNDING CONDUCTORS ARE SIZED PER NEC 250.66 AND 250.102.
4.) DIMENSIONS, WEIGHTS & BTUH OUTPUT SHOWN ARE FOR REFERENCE ONLY. ACTUAL DIMENSIONS MAY VARY FROM MANUFACTURER TO MANUFACTURER.
5.) FOR K-RATED TRANSFORMERS, PROVIDE PARALLEL NEUTRAL CONDUCTORS LUGS AT TRANSFORMERS, LOW VOLTAGE PANELBOARD, DISCONNECTS AND/OR LOAD.
6.) CONDUIT 40% FILL RATIO IS BASED ON EMT.
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
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P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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ELECTRICALSCHEDULES
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
CMI
BJK
11738.001
CMI
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
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1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
01.04.2018 CONTRACT DOCUMENTS
Type Description LampApparent
LoadBallastVoltage
Manufacturer Catalog Series Finish Mounting Recess Note
C1
LINEAR COVE LIGHT; 4' ALUMINUM HOUSING;2,200 LUMEN PACKAGE AT 110 LPW EFFICACY;50,000 HR LIFE AT L70 DEPRECIATION;ELECTRONIC DRIVER; 0-10V DIMMING (TO 10%OUTPUT); UNIVERSAL INPUT; DAMP LOCATIONLISTED; 5-YR WARRANTEE.
LED, 4000K, 85CRI 20 VA 277 V SELFCREST SERIESFP14 SERIES
SILVERSURFACEMOUNT IN
COVE-
D1
RECESSED DOWNLIGHT; 6" APERATURE STEELHOUSING; SELF-FLANGED TRIM RING; 1,000LUMEN PACKAGE AT 97 LPW EFFICACY; 50,000HR LIFE AT L70 DEPRECIATION; LOWIRREDESCENT, SPECULAR REFLECTOR W/MEDIUM BEAM DISTRIBUTION; ELECTRONICDRIVER; 0-10V DIMMING (TO 10% OUTPUT);UNIVERSAL INPUT; 26" C-CHANNEL BARHANGERS; 5-YR WARRANTEE.
LED, 4000K, 80CRI 11 VA 277 VPORTFOLIO
CREEPRESCOLITE
LD6B SERIESS-DL6 SERIESLF6SL SERIES
WHITE TRIMRING
RECESSEDIN GYP/ACT
CEILING0'-6"
D2
RECESSED DOWNLIGHT; 4" APERATURE STEELHOUSING; SELF-FLANGED TRIM RING; 1,000LUMEN PACKAGE AT 97 LPW EFFICACY; 50,000HR LIFE AT L70 DEPRECIATION; LOWIRREDESCENT, SPECULAR REFLECTOR W/MEDIUM BEAM DISTRIBUTION; ELECTRONICDRIVER; 0-10V DIMMING (TO 10% OUTPUT);UNIVERSAL INPUT; 26" C-CHANNEL BARHANGERS; 5-YR WARRANTEE.
LED, 4000K, 80CRI 11 VA 277 VPORTFOLIO
CREEPRESCOLITE
LD4B SERIESS-DL4 SERIESLF4SL SERIES
WHITE TRIMRING
RECESSEDIN GYP/ACT
CEILING0'-4"
D3
SURFACE DOWNLIGHT; ALUMINUM HOUSINGWITH POLYCARBONATE LENS; 800 LUMENPACKAGE AT 66 LPW EFFICACY; 50,000 HR LIFEAT L70 DEPRECIATION; ELECTRONIC DRIVER;0-10v DIMMING (TO 10% OUTPUT); DAMPLOCATION LISTED; WET LOCATION LISTED; 5-YRWARRANTEE.
LED, 4000K, 80CRI 12 VA 277 V HALO SLD 600 SERIESWHITE TRIM
RINGSURFACE
MOUNT-
ED
EXIT DISCHARGE LIGHT; WEATHERPROOF,REMOTE LAMP HEAD; GASKETED FOR OUTDOORUSE; THERMOPLASTIC MOUNTING PLATE; WETLOCATION RATED; POWERED BY 'X3'; 1-YRWARRANTEE.
LED INCLUDED 5 VA 7 V CHLORIDE CA-51400 SERIES WHITEWALL
MOUNT+8'-0" A.F.F.
-
P2
LINEAR PENDANT; EXTRUDED ALUMINUMHOUSING; 4,000 (2,000 DIRECT, 2,000 INDIRECT)LUMEN PACKAGE AT 129 LPW EFFICACY; 60,000HR LIFE AT L80 DEPRECIATION; ELECTRONICDRIVER, 0-10V DIMMING (TO 1% OUTPUT);UNIVERSAL INPUT; 5-YR WARRANTEE.
LED, 4000K, 80CRI 31 VA 277 VLUMENWERX
AXISVIA 4 SERIES
BEAM 4 SERIESWHITE
SOLIDPENDANT
MOUNTFROM
STRUCTURE+8'-6" A.F.F.
- 1
S1
INDUSTRIAL STRIP; 4' STEEL HOUSING; 3,371LUMEN PACKAGE AT 153 LPW EFFICACY; 170,000HR LIFE AT L70 DEPRECIATION; ELECTRONICDRIVER, UNIVERSAL INPUT; 0-10V DIMMING (TO10% OUTPUT); DAMP LOCATION LISTED; 5-YRWARRANTEE.
LED, 4000K, 85CRI 22 VA 277 V METALUX SNLED SERIES WHITESURFACE,PENDANT,OR CHAIN
-
T1
RECESSED TROFFER; 2'X2' STEEL HOUSING;CURVED FROSTED ACRYLIC DIFFUSER; 3,900LUMEN PACKAGE AT 118 LPW EFFICACY; 50,000HR LIFE AT L70 DEPRECIATION; ELECTRONICDRIVER, UNIVERSAL INPUT; 0-10V DIMMING (TO10% OUTPUT); DAMP LOCATION LISTED; 5-YRWARRANTEE.
LED, 4000K, 85CRI 33 VA 277 V H.E. WILLIAMS LT SERIES WHITERECESSEDIN GYP/ACT
CEILING0'-4" 2
T2
RECESSED TROFFER; 2'X2' STEEL HOUSING;CURVED FROSTED ACRYLIC DIFFUSER; 2,700LUMEN PACKAGE AT 129 LPW EFFICACY; 50,000HR LIFE AT L70 DEPRECIATION; ELECTRONICDRIVER, UNIVERSAL INPUT; 0-10V DIMMING (TO10% OUTPUT); DAMP LOCATION LISTED; 5-YRWARRANTEE.
LED, 4000K, 85CRI 21 VA 277 V H.E. WILLIAMS LT SERIES WHITERECESSEDIN GYP/ACT
CEILING0'-4" 2
X1
EXIT SIGN; SINGLE FACE; SIX INCH LETTERS ONTHERMOPLASTIC FACE; HIGH INTENSITY LEDLIGHT SOURCE; SOLID STATE CHARGINGCIRCUIT; SEALED NICKEL CADMIUM BATTERIES;ORIENT CHEVRONS TO COINCIDE WITHARCHITECT'S EGRESS PLAN; 1-YR WARRANTEE.
LED INCLUDED 5 VA 277 VSURE-LITESEMERGI-LITE
DUAL-LITE
LPX SERIESPREMIER SERIES
EVE SERIES
WHITE WITHRED
LETTERS
CEILING ORWALL, +8'-0"A.F.F.,U.O.N.
-
X2
EXIT SIGN; DOUBLE FACE; SIX INCH LETTERS ONTHERMOPLASTIC FACE; HIGH INTENSITY LEDLIGHT SOURCE; SOLID STATE CHARGINGCIRCUIT; SEALED NICKEL CADMIUM BATTERIES;ORIENT CHEVRONS TO COINCIDE WITHARCHITECT'S EGRESS PLAN; 1-YR WARRANTEE.
LED INCLUDED 5 VA 277 VSURE-LITESEMERGI-LITE
DUAL-LITE
LPX SERIESPREMIER SERIES
EVE SERIES
WHITE WITHRED
LETTERS
CEILING ORWALL, +8'-0"A.F.F.,U.O.N.
-
X3
EXIT SIGN; SINGLE FACE; SIX INCH LETTERS ONTHERMOPLASTIC FACE; HIGH INTENSITY LEDLIGHT SOURCE; SOLID STATE CHARGINGCIRCUIT; SEALED, NICKEL CADMIUM BATTERIES;ORIENT CHEVRONS TO COINCIDE WITHARCHITECT'S EGRESS PLAN; BATTERY CAPACITYFOR 90-MINUTE OPERATION OF REMOTE HEAD;1-YR WARRANTEE.
LED INCLUDED 5 VA 277 V SURE-LITES LPXH SERIESWHITE WITH
REDLETTERS
CEILING ORWALL, +8'-0"A.F.F.,U.O.N.
-
GENERAL NOTES:A. Catalog number refers to first name listed under manufacturer per luminaire type. Remaining manufacturers listed are considered to be equivalent products for this project and shall meet all criteria listed including that called for by
the specific luminaire catalog number. Catalog numbers do not necessarily represent complete catalog numbers. All items listed in the description shall be provided.B. Refer to lighting specifications for additional requirements.C. Provide unit pricing for all luminaires by type and submit with bid form.
L U M I N A I R E S C H E D U L E
Key # Item HP FLA LoadEq Load
(VA) Voltage
Feeders Protection
NotesWire Ground ConduitBreake
r Disconnect Fuse
EF 2 EXHAUST FAN 0.25 0 A 0 VA 696 VA 120V 1ph 2#12 #12G 3/4” 20 A S
EWH 1 ELECTRIC WATER HEATER 0 0 A 2000 VA 2000 VA 120V 1ph 2#10 #10G 3/4" 25A S 20A
HWP 3 PUMP 0.5 0 A 0 VA 1123 VA 208V 1ph 2#12 #12G 3/4” 20 A S
M E C H A N I C A L E Q U I P M E N T S C H E D U L E
GENERAL NOTES: A. Prior to work, verify electrical requirements (voltage, amperage, recommended OCPD, conductors, and disconnect) for each piece of equipment.B. Prior to work, verify exact location for each piece of equipment.C. Coordinate and provide all field connections as required.D. Coordinate 120V power connections to dampers and other control circuits. Group equipment control circuits such that failure of one control circuit does not affect operation of other
equipment. For example, do not connect a damper associated with one air handling unit to the same branch circuit as dampers associated with a different air handling unit.E. Feeders, breakers, disconnects, and fusing applies to field-installed and/or factory-installed equipment.
SPECIFIC NOTES:1. Provide equipment with integral disconnect switch and fusing as indicated.
Key Item HP FLA Load Eq Load (VA) Voltage
Feeders Protection
NotesWire Ground Conduit BreakerDisconnec
t Fuse
1 TELE TERM BOARD (TTB) 0 12 A 0 VA 1440 VA 120V 1ph 2#10 #10G 3/4" 30 A 2
2 RACK 0 0 A 2880 VA 2880 VA 120V 1ph 2#10 #10G 3/4" 30 A 2
3 FIREPLACE 0 13 A 0 VA 1608 VA 120V 1ph 2#12 #12G 3/4” 20 A 3
O W N E R E Q U I P M E N T S C H E D U L E
GENERAL NOTES:A. Prior to work, verify electrical requirements (voltage, amperage, recommended OCPD, conductors, and disconnect) for each piece of equipment.B. Prior to work, verify exact location for each piece of equipment with Architect and/or owner.
SPECIFIC NOTES:1. Verify exact mounting height with architect and provide appropriate suspension length.2. No equals will be considered. Contractor shall provide unit pricing for the quantity as shown on these plans.
SPECIFIC NOTES:1. Connect equipment to emergency power.2. Provide twist lock receptacle. Refer to plans for configuration.3. Equipment furnished with integral disconnect switch.
GENERAL NOTES:A. Not all space names are listed for each lighting control type. Refer to plans for all spaces to be controlled.B. Spaces may contain multiple zones of control. Refer to plans for quantity of zones, switches, etc.C. Provide the quantity of sensors as required for full coverage of the space. Devices shown on plan are for design intent only and do not necessarily reflect the exact quantity required for full coverage.D. Where a single switch/dimmer is denoted with multiple switch legs, design intent is a single-gang device with multiple-mode control.E. All spaces with sensors shall be provided with manual 'off' means. All spaces with time schedule controls shall have means for manual 'on/off'.
L I G H T I N G C O N T R O L M A T R I X
SPECIFIC NOTES:1. Utilize 'flick warning' prior to timed lighting shutoff.
KEY:On / Off:Dimming:Sensor:Daylight:Emergency:Interface:
M = Manual (switch), A = Automatic (sensor), T = Time schedule, P = Photocell, #% = Control to #% light level0-10V, ELV, DMX, DALI, 2L = Dual-level step-dim, 3L = Tri-level step-dimC = Ceiling-mounted, W = Wall corner-mounted, S = Sensor integral to wall switch, PIR = PIR sensor, DT = Dual Technology sensorINT = Interior dimming photocell, EXT = Central exterior photocell input, LUM = Photocell integral to luminaire(s)ALCR = Provicde automatic load control relays for luminaires on emergency circuit, provide test switch if not integral to relayN = Tie zone to central control network, BAS = Send sensor status to BAS, AV = Enable scene control through AV system (re: Sec. 26 09 23)
Type Space On Off Dimming Sensor Timing Daylight Emergency Interface Notes
LC2 Office - Private A A 0-10V S PIR 10 min
LC3 Utility M M
LC4 Meeting - Conference Room A A 0-10V C DT 20 min
LC5 Circulation - Corridor T T 30 min 1
LC6 Workspace A A 0-10V C DT 30 min
LC7 Utility - Small Storage M A S PIR 5 min
1 01.29.18 ADD 1
SCALE: NONE
ENERGY CODE COMPLIANCE
1ADD-1
1ADD-1
L O A D R E V I S I O N S U M M A R Y
DESCRIPTION CONNECTED LOAD NEC DEMAND DEMAND KVA
DEMOLISHED LIGHTS 11.2 125% (14.0)
DEMOLISHED RECEPTACLES 13.9 100% (13.9)
NEW LIGHTING 4.7 125% 5.9
NEW RECEPTACLES 30.1 100% 30.1
NEW MECHANICAL LOAD 21.1 100% 21.1
LARGEST MOTOR 1.1 25% 0.3
TOTAL CALCULATED KVA 29.5
SERVICE VOLTAGE 480 V
SERVICE CAPACITY 600 A
REVISED LOAD ON DISTRIBUTION 35 A
CONSULTANT:
ISSUE:
OWNER:
PROJECT:
DRAWING INFORMATION:
DRAWN BY:
PROJECT NO:
SHEET TITLE:
APPROVED BY:
CHECKED BY:
SHEET OF
1 2 3 4 5 6
A
B
C
D
E
1 2 3 4 5 6
P 303.607.0977www.hcm2.com
1331 Nineteenth StreetDenver, CO. 80202
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ELECTRICAL PANELSCHEDULES
LARAMIE COUNTYCOMMUNITYCOLLEGE
CROSSROADSBUILDINGRENOVATION
CMI
BJK
11738.001
CMI
1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
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1400 EAST COLLEGE DRIVECHEYENNE, WY 82007
01.04.2018 CONTRACT DOCUMENTS
NEW PANELBOARD
General Notes:
O Other 0 VA 0.00% 0 VA
E Existing 0 VA 0.00% 0 VA Total Demand Current: 166 A
K Kitchen 0 VA 0.00% 0 VA Total Demand Load: 59629 VA
G General 7300 VA 100.00% 7300 VA
C Continuous 0 VA 0.00% 0 VA Total Connected Current: 221 A
M Motor 14219 VA 104.22% 14819 VA Total Connected Load: 79504 VA
R Receptacle 53295 VA 59.38% 31648 VA
L Lighting 4690 VA 125.00% 5863 VA
Load Type Connected Load Demand Factor Demand Load Panel Totals
Phase Balance: 7 % A-B 1 % B-C 7 % C-A
Total Amps: 212 A 226 A 228 A
Total Load: 25472 VA 26945 VA 27088 VA
71 SPARE -- 20 A 1 0 VA 720 VA 1 20 A R REC-STUDY 110C 72
69 EQ- EWH-1 M 25 A 1 2000 VA 0 VA 1 20 A -- SPARE 70
67 REC-109 TV,110A TV R 20 A 1 1000 VA 0 VA 1 20 A -- SPARE 68
65 REC- CONF 104B R 20 A 1 900 VA 1080 VA 1 20 A R REC-CONF. 109 FLOOR 66
63 REC-103 TV, 104B TV R 20 A 1 1000 VA 696 VA 1 20 A M EQ-EF-2 64
61 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 62
59 REC-VEND 117 R 20 A 1 1380 VA 900 VA 1 20 A R REC-STUDY 110C 60
57 REC-COPIER 104K R 20 A 1 540 VA 780 VA 1 20 A R REC-CONF. 109... 58
55 REC-VEND 117 R 20 A 1 1380 VA 1440 VA 1 20 A R REC-MICROWAVE 117 56 2
53 REC-105D CLG R 35 A 1 2880 VA 1440 VA 1 20 A R REC-MICROWAVE 117 54 2
51 REC-PWR POLE 103B R 20 A 1 720 VA 562 VA 52
49 REC-CONFERENCE 109 R 20 A 1 1260 VA 562 VA2 20 A M EQ-PUMP 1
50
47 REC-105D SOUTH R 35 A 1 1440 VA 1608 VA 1 20 A R R-FIREPLACE 48
45 REC-103A NORTH R 20 A 1 900 VA 0 VA 1 20 A -- SPARE 46
43 REC-103C SOUTH R 20 A 1 720 VA 180 VA 1 20 A R REC-FUTURE USE 44 2
41 2160 VA 360 VA 1 20 A R REC-W WALL PHONE... 42
39 2360 VA 1440 VA 1 20 A R REC-CONFERENCE 109 40
37
PANEL LB R; M; L 60 A 3
3130 VA 2400 VA 38
35 REC-PWR POLE 103B R 20 A 1 1440 VA 2400 VA2 30 A G
EQ - HOT WATERHEATER
36
33 R-COLLAB COMPUTER R 20 A 1 1080 VA 336 VA 1 20 A R REC-PLG MOLD 110A 34
31 ATM G 20 A 1 1000 VA 1400 VA 1 20 A R REC-105,6,7 32
29 ATM G 20 A 1 1000 VA 1260 VA 1 20 A R REC-103,4,5 30
27 ELECT. HAND DRYER M 30 A 1 2400 VA 2400 VA 1 30 A M ELECT. HAND DRYER 28
25 ELECT. HAND DRYER M 30 A 1 2400 VA 2400 VA 1 30 A M ELECT. HAND DRYER 26
23 REC-RM 126 W/S WAL R 20 A 1 720 VA 720 VA 1 20 A R REC-124-125 24
21 REC-ADMISSIONS R 20 A 1 1260 VA 1080 VA 1 20 A R R-COLLAB COMPUTER 22
19 REC-N. BOOKSTORE R 20 A 1 720 VA 1080 VA 1 20 A R REC- CONF 104B 20
17 REC-N. BOOKSTORE R 20 A 1 720 VA 900 VA 1 20 A R REC-110A 18
15 REC-COPIER 105C R 20 A 1 1200 VA 1250 VA 1 20 A R REC- 110B,C 16
13 REC-COPIER 105C R 20 A 1 1200 VA 540 VA 1 20 A R REC-112 14
11 REC-104H R 20 A 1 540 VA 360 VA 1 20 A R REC-103C WEST 12
9 REC-103A R 20 A 1 1080 VA 1440 VA 1 20 A R REC-104L,104M 10
7 REC-104E R 20 A 1 720 VA 180 VA 1 20 A R REC-FUTURE USE 8 2
5 REC-105C,D R 20 A 1 1080 VA 1080 VA 1 20 A R REC-105A 6
3 REC-104J,105B R 20 A 1 1440 VA 1080 VA 1 20 A R REC-104F, 104G 4
1 TELEPHONE G 20 A 1 500 VA 1260 VA 1 20 A R REC- 104A,C,K 2
Note Circ... Load Type Trip Po... A B C Po... Trip Type Load Circ... Note
1. NEW LOAD ON EXISTING CIRCUIT BREAKER.2. PROVIDE GFCI CIRCUIT BREAKER.3. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER.
Circuit Notes:
Enclosure: Type 1 MCB Rating: 225 A
Mounting: Surface Wire: 4 Bus Rating: 225 A
Supply From: T75 Phase: 3 Mains Type: MCB
Location: ELEC. 106 Voltage: 120/208 Wye A.I.C. Rating: 10,000
Panel LA
EXISTING PANELBOARD
General Notes:
O Other 0 VA 0.00% 0 VA
E Existing 0 VA 0.00% 0 VA Total Demand Current: 25 A
K Kitchen 0 VA 0.00% 0 VA Total Demand Load: 8973 VA
G General 0 VA 0.00% 0 VA
C Continuous 0 VA 0.00% 0 VA Total Connected Current: 21 A
M Motor 800 VA 118.75% 950 VA Total Connected Load: 7650 VA
R Receptacle 2160 VA 100.00% 2160 VA
L Lighting 4690 VA 125.00% 5863 VA
Load Type Connected Load Demand Factor Demand Load Panel Totals
Phase Balance: 32 % A-B 11 % B-C 46 % C-A
Total Amps: 26 A 20 A 18 A
Total Load: 3130 VA 2360 VA 2160 VA
29 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 30
27 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 28
25 REC-PWR POLE STUD.... R 20 A 1 360 VA 360 VA 1 20 A R REC-PWR POLE STUD.S 26
23 SPARE -- 20 A 1 0 VA 360 VA 1 20 A R REC-PWR POLE STUD.S 24
21 SPARE -- 20 A 1 0 VA 360 VA 1 20 A R REC-E. RECEP. AREA 22
19 0 VA 360 VA 1 20 A R REC-N. RECEP. AREA 20
17SPARE -- 20 A 2
0 VA 1000 VA 1 20 A L LTS-RECEP. AREA 18
15 SPARE -- 20 A 1 0 VA 0 VA 1 20 A -- SPARE 16
13 REC-PWR POLE STUD.S R 20 A 1 360 VA 0 VA 1 20 A -- SPARE 14
11 SPARE -- 20 A 1 0 VA 600 VA 1 20 A M EQ-EXHAUST FAN 12
9 LTS-E. OF BOOKSTORE L 20 A 1 1000 VA 500 VA 1 20 A L LTS-FAN ROOM 10
7 LTS-OVER COUNTER L 20 A 1 500 VA 500 VA 1 20 A L LTS-CENTER AREA 8
5 SPARE -- 20 A 1 0 VA 200 VA 1 20 A M FAN COIL 6
3 SPARE -- 20 A 1 0 VA 500 VA 1 20 A L LTS-OVR SEAT AREA 4
1 SPARE -- 20 A 1 0 VA 690 VA 1 20 A L LTS-LOBBY 2
Note Circ... Load Type Trip Po... A B C Po... Trip Type Load Circ... Note
Circuit Notes:
Enclosure: Type 1
Mounting: Surface Wire: 4 Bus Rating: 100 A
Supply From: LA Phase: 3 Mains Type: MLO
Location: ELEC. 106 Voltage: 120/208 Wye A.I.C. Rating: 10,000
Panel LB
EXISTING PANELBOARD
General Notes:
O Other 0 VA 0.00% 0 VA
E Existing 0 VA 0.00% 0 VA Total Demand Current: 124 A
K Kitchen 0 VA 0.00% 0 VA Total Demand Load: 102964 VA
G General 7300 VA 100.00% 7300 VA
C Continuous 0 VA 0.00% 0 VA Total Connected Current: 138 A
M Motor 31670 VA 113.78% 36033 VA Total Connected Load: 114652 VA
R Receptacle 53295 VA 59.38% 31648 VA
L Lighting 22387 VA 125.00% 27984 VA
Load Type Connected Load Demand Factor Demand Load Panel Totals
Phase Balance: 7 % A-B 1 % B-C 5 % C-A
Total Amps: 144 A 134 A 136 A
Total Load: 39755 VA 37216 VA 37682 VA
-- 41 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 42 --
-- 39 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 40 --
-- 37 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 38 --
-- 35 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 36 --
-- 33 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 34 --
-- 31 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 32 --
-- 29 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 30 --
-- 27 SPACE -- -- -- 0 VA 0 VA -- -- -- SPACE 28 --
25 0 VA 0 VA 26
23 0 VA 0 VA 24
21
SPARE -- 15 A 3
0 VA 0 VA
3 40 A -- SPARE
22
19 5817 VA 0 VA 20
17 5817 VA 0 VA 18
15
EQ- HVAC UNIT M 50 A 3
5817 VA 0 VA
3 15 A -- SPARE
16
13 SPARE -- 20 A 1 0 VA 27088... 14
11 LTS - BKSTORE RM 126 L 20 A 1 3600 VA 26945... 12
9 LTS - BKSTORE RM 126 L 20 A 1 3200 VA 25472...
3 100 A R; G; M; LPANEL LA VIA 75kVAXFMR
10
2
7 LTS - BATH/STORE RM L 20 A 1 2800 VA 2800 VA 1 20 A L LTS-EXT LTG - TIME... 8
5 SPARE -- 20 A 1 0 VA 1320 VA 1 20 A L LTS-CENTER 6 1
3 LTS -122-103 L 20 A 1 1300 VA 1427 VA 1 20 A L LTS-EAST 4 1
1 SPARE -- 20 A 1 0 VA 1250 VA 1 20 A L LTS-WEST & 103C... 2 1
Note Circ... Load Type Trip Po... A B C Po... Trip Type Load Circ... Note
1. NEW LOAD ON EXISTING CIRCUIT BREAKER.2. REPLACE EXISTING CIRCUIT BREAKER WITH NEW CIRCUIT BREAKER.
Circuit Notes:
Enclosure: Type 1
Mounting: Surface Wire: 4 Bus Rating: 225 A
Supply From: Phase: 3 Mains Type: MLO
Location: ELEC. 106 Voltage: 480/277 Wye A.I.C. Rating: 14,000
Panel PA
1 01.29.18 ADD 1
1ADD-1 1
ADD-1
1ADD-1
1ADD-1